DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GRN:ING NID DRAINIGE PUNS FOR,
POINSETTIA LANE
AT LA COSTA GREENS
J ~;,. .,,:r>,
DATE
I DRAWING NO.
397-2H
VWD 02-00/
021803
" ... '
, ..
- ----!---
' ' .. ., l
!
i
••••• 1
i
• ··1--
' ··+
' I
!
' ' --1-
.. ,.!.. L.
,- .
I
---!- 1---
1 i
'
'
-- .. T' ... +
'
'
' '
<ti·
-- i --
' .. -·i --
----1
~
c:,_,
. ",-- .. -; -
I
64 0
0 ""'+
,- ""' . '° o· z;5
tJ)
rw w w
J:Z
tJ) _,J
J:
u
w w
tJ)
~
I
- j---
!
'
I
Kimley-Horn
and Associates, Inc.
Engfneerlng, Plonnlng and Environmental Consultonts
517 Fourth Avenue - Suite 301- San Diego, Co. - 92!01
Tel, (6191 234-9411 Fox: <6191 234 .. 9433
•.• --i
i. - • ' -- -
,.
--- ( --
65 ... l. -
I
' !
. '
'
-- j-
i
fITiisH aRAPE'1@ l .. '
!-- '.-
T
'
'
-i
-- ··+
' I
_____ J
'
'. '
-+ -i
i
. I··
-,-----
~',-+--c-+--+-t-
.. .;
· j· ..
i
,;.; !·
~I
~:
: l i,,.
(,0 i(() - . ·'-t:O" .. -.. - "'
"'
S= 1 01%·
I
DPIGIN'AL GRDUND ~ - - ;- ....... .
' , .
'
I t .,_
I
!"-" -- .
' '.
+· l -
.i....
- L -
••• +
I
,INSETTIA! LANE
- i - .. '
66 67
<==i
CURB
··--.; - . • c,
I() (j
·JV>
+·to ,..._ I .. ,
"'"' • l,J
I, I
I I
'd I
) I
I
•--·-
!... -
'
' .,
- --- i - l.
!
t
' I
__ , I_ ►.i
~: <C(i
, ..
I
L
'
--- 6
C)""
I() •
+ <o
0,
Z'
·;.a."·~ ----+-. .::- t - ,- -
'
I
68 \
PLAN: POINSETTIA LANE
20 0 IO l20
GRAPHIC SCALE I'= 40'
' '
_ _l.. I
.1
'
- - ,_ - - -,
'
i- 1-,
j ..
--!-----
"fl- ! : i --it, ! t't - I --0 j 0.J
' ___ ,
' -- --,- -
" -~ .......... o, ,(l.,J
~ C\iJ a
r;.... ~
' -
I ",
-t-!:C,.
' .
... l
-+-
i
"T" ·+---
-L
t· - -1-
' ..,
L
··- i
!
i
-··' .. L
I
. +- --!
___ -( __
'
'
i• lr; f-.1 (~J Lf") i ,
··t ~·~ -~. ·-- ;--~·(·~ ¢~ '"" . ·i:.a· tj·
! ' _j__.-4
b,,.-;,=-i·· L - ' , .. , .. ; ... , ? ' ., .... , .. i . -+ -· ··- -,--- o-i iV'"j i-0 ·--i
'-!J ,.-..._ '
7. -
; ;
!.~'.•.· ' ' ... ,. ..,._
' '
69 '
___ --:-
r ' .. , I··-_,
iv
. ;
' -----T'-
-r·
.... ,_
--- - 1···
70 -,-
' . l __
' !
··+·
'
I.
' I
'
'
' ., .
FOR IMPROVEMENTS
IN THIS AREA SEE
DRAWING NO. 397-2J
_j
NO.
(I)
VALLECITOS WATER
/FOR GRADING ONLY!
PR TON H. LEWIS, P .E.
R.C.E. 45927 EXP. 12/02
' ' . '
C,
~ . . ~B (, RicPi
i
L
'
,PROFILE.,.,.' '
!STA~
SC.A;lE
-+ ·-
---- - ' --
; -·- -i ....
.. l -
'DRAIN
STORM DRAIN DAT A
DELTA OR BRG. RADIUS LENGTH REMMKS
N18'38'27"W
DISTRICT
157. 20' 48 " RCP ( 1 350-D !
BENCHMARK:
DESCRIPTION: STANDARD STREET SUIWEY MONUMENT
LOCATION: STA288•89 EC ON CENTERUNE OF
EL CAMINO REAL
RECORD FROM:SAN DIEGO CO/JlfTY VERTICAL CONTROL
RS-1800,288•89
ELEVATION: 311.407 MS.L
:g
I
""
T
i-
J. --
·+ .. ., .
·lJO
" .... "'" -- --l
j_
'
CAUTION! I
LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION.
ENGINEER OF WORK
DATE
"AS BUil T
11 7)~ 1o/~t!e£
R. • • s~, ExP. c./-sc..lt:., DATE
REVIEWED BY:
' • DATE
~ (;ITY OF (;ARLSIBAJD I SHEETS I t----+--+----------------+----+--+-----+------1 ~ ENGINEERING DEPARTMENT 2 4 t----t---t----------------+----t--+---+----1
DA TE INITIAL
ENGINEER Of WORK REVISION DESCRIPTION
DATE INITIAL
OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
GRADING NiD DRNNNE PUNS FOR,
DWN BY:
CHKD BY:
RVWD BY:
POINSETTIA LANE
AT LA COSTA GREENS
PROJECT NO.
CT99-03
,--2<1-p'J
DATE
DRAWING NO.
397-2H
VWD 02-00/
021803
17 EX 1ST ING 26'
ELECTRIC ESMT.
---I
"~
I
0 .~ I
' '
' I
I
I
0 I
'
~I '
0 I
I
' ' I
i
ii
(
\
' '
SILT FENCE
TYP. J
R
REQUIREMENTS
ROLLED STRAW--~
DIKE
-
\
1 POINSETTIA LANE
SE ELOW
~
I
~!
I
i
I • u
" I
I
I
I
I
I
I
~
I
I
I
I
I
I
,,
~,, ___ ..
-
l
FOR BORROW SITE EROSION
CONTROL, SEE SHEET 19
IO
SILT FENCE
A
3 NaTE:
FOR EROSION CONTROL NaTES
AND DET NLS SEE SHEETS 3
------ -----
t::::S
1 z--...
BENCHMARK:
DESCRIPTIDN:STANDARD STREET SUFNEY MONUMENT
LOCATION: STA288•89 EC ON CENTERUNE OF
EL CAMINO REAL
RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL
RS-I800, 288•89
ELEVATION: 311.407 MS.L
-----------
ENGINEER OF WORK
~gj).eA'JD 1ks:/o, TlMO~ DEWITT R,C,E. 46579 DATE
REVIEWED BY:
t---t--t------------+--+--+------1-------l ~ CITY OF CA, .. RJL§BAD I SHEETS I 1 ill__J ENGINEERING DEPARTMENT 2 4
EROSION CONTROL PI..NIS FORr
POINSETTIA LANE
AT LA COSTA GREENS
EL CNIINO REAL TO STA l9«JIX)
APPROVED: c1'1_
4 GMX:# W"'~ ,,,: .. ,,, - 1-;,l{...,.3
CITY ENGWE R.C~ EXP. DA TE .......i•l1'W Kimley-Hom
lhJ-'-~ and Associates, Inc.
En~Jlneerlng, P,anning ond Envtronmentol Consultants 517 Fourth Av,nue - Suite 501- San DleQo. Co.-· 92101 DATE INITIAL DATE INITIAL DATE INITIAL g~~ BJy,~~....-- PROJECT NO. DRAWING NO.
Tel, 16191 234-1.411 Fax, 16191234-9433 GRAPHIC SCALE I'= 40' ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ~ CT99-Q3 397-2 H ·· .__---~---~-----.....;....;.;;,~::...,;...__;,,---------------==========================:::::::::::::::::::::::::~~==~======~~~§ t,
"
20 D
'
021803
'
--
EXISTING 10'
SEWER ESMT. ,/ VWO J
/NO RECORDJ
--
210
c:;;g, SEWER ESMT. ICMWDJ
PER DOC#
,:.
c:'.7
"
,,
'
I I
" . <
I
11 I
I I "
I I l
I " ,,
"-,
'
\ I
\ I
\
\ \
____ rM
-- 0 -====
23 ,so
-- - -
---------- -------------
12" PVC FORCE MAIN ----
ICARLSBADJTO REMAIN ---
___ [20' ES:T~
110
·+-····--·
,..._
I ...... .._......,
I ------- -----J --\ ...... -- ............
' ,,. --,,. --\ ,,. ~ --\ / ,-,,... --
- ~ --,..> ,-,,... --
-- ,,.t---- -,_> --..... _ ,,- 200 C::-:::,.
.................. ,✓
-- ,,. -- / ...... ...... ,,,,, .,,,
-- ,,. - --
==2:- - - ::: === ~
ROLLED STRAW
DIKE
--
/70
I 0
SILT FENCE
AIL OR EXISTING 20' SEWER ES • - _ I
REQUIREMENTS /VWDJ PER DOC. NO. 1998-01514T _________ _ REC 3-20-98
EXISTING 24H
FORCE MAIN
d7 SILT FENCE
r:x:J,.V. W. 2/4:
-- FM --
----FM----
---- --- +-- ---
..._ -- -- ----------- -- ----------_
------- ___________ 4___.:~---
I
Jllll"'l-n Kimley-Hom
....i-r_] and Associates, Inc.
Engineer·Jn{h f'1anriing and Environmental Consultants
517 Fourth A,-enue -- Suite 301- Son Diego. Co. - 92I01 Tel: (6!91 234-9411 Fox. (6191234-9433
---~,------ -------- -------- ------- --
40 20 0 40 IO 120
GRAPHIC SCALE I'= 40'
NOTE:
SILT FENCE EB
ROLLED STRAW
DIKE
FOR EROSION CONTROL NOTES
AND DETAILS SEE SHEETS 3
ALLECITOS WATER
!FOR GRADING ONLY}
IS, P .E.
P. 12/0
BENCHMARK:
DESCRIPTION:STANDARD STREET SURVEY MONUMENT
LOCATION: STA288•89 EC ON CENTERUNE OF
EL CAMINO REAL
RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL
RS-1800, 288•89
ELEV AT I ON: 3/l.4CJ1 MSJ..
DATE
11 AS BUil T
11 6~ ,.(.,(,~
. _,__2 EXP. c./M/o.7 DATE
REVIEWED BY, V
~ (~ITY 1QF (_;ARL§lBAD I SHEETS I
t----+----+--------------+---+----1--+---I LlLJ ENGINEERING DEPARTMENT 2 4 1---~1----t------------------+---1----4----1-----1
EROSION CONTROL PL/INS FOR,
POINSETTIA LANE
AT LA COSTA GREENS
SfA. /9'00 TO SfA 4l<OO
APPROV~
~ L? Id/- . -
CITY ENiir-iE R~ EXP •
1---=--+---=---+--------------+---+-----1--+---I DWN BY, --s~~I DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: _ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY:
PROJECT NO.
CT99-03
DRAWING NO.
397-2H
VWD 02-00/
021803
t
2o, PEDESTRIAN
ACCESS EASEMENT
0 0
+
\
I /0
1/5
-
I I 0
105
EXISTING 1D'
SEWER ESMT./VWD!
ING RECORD!
20, PEOES TR I AN
ACCESS EASEMENT
----------
\ \
\ \
\
\
\
0 0
I- + IN
F --------------
C>~
ii2 ~
W(/)
>· 0~ mz <(-...J
F
\ \
\ \
\ \
\ \
\ \
I \
....
0 WI WU (/) I-
L _________ _ ----------
~
j
I
I
I
I
-- ------
LEX[STING 20' SEWER ESMT,
/VWD! PER DOC. NO. 1998-0151414
REC. 3-20-98
-----------
\ I
\ \
\ \
--------------
-- --·- --·
110
I
\
. \
I I
\\
SILT FENCE
---------------
\~EXISTING 24"
FORCE MAIN
rv.w.D.J
SI LT FENCE
-------- ------
-------------------
----------------- --- ----
/:111 -- - -------
- --
I,/
I
---- ----
1 ---- ----- -., ·-·---J!J' •-:--.::-
\ -------- ·::·': -
----- . -t .
\ EXISTING 20' SEWER ESMT, ----1-
7°VWD) PER DOC. NO. 1998-0151414
REC. 3-20-98
-------- --------- ------
EXISTING 16"
TECHITE SEWER
IV. W. D ! REMOVE/
ABANDON
I
I
I
11 11
11 --------- ------- ------
w w
(/)
-------------------- --- --- ---------1------- ----------------------- ----- AGS /TYP. !
IL R
ENTS
SILT FENCE
NCJTE:
5 ROLLED STRAW
DIKE
FOR EROSION CONTROL NOTES
AND DETAILS SEE SHEETS 3
6 -----FM
_____ Fl~ --
LECITOS WATER
TON H. LEWIS, P.E.
R 4 7 XP. I /
BENCHMARK:
DESCRJPTJON:STANDARD STREET SUFWEY MONUMENT
LOCATION: STA2B8-89 EC ON CENTERUNE OF
EL CAMINO REAL
RECORD FROM:SAN DIEGO CWNTY VERTICAL CONTROL
RS-/800,288•89
ELEVAT[ON: 31/.4(]1 MSL
ENGINEER OF WORK
DATE
REVIEWED BY:
C..... A C: I r 11/,/,n
iNSPlcTOR DATE
~ CIT1{ COF (~ARLSB,4'.D I SHEETS I i-------t--+---------------+---+--+---+---l Lill_J ENGINEERING DEPARTMENT 2 4 t-----t--;----------------t---+--+-----1---1
t-----t---t----------------+---+--+-----1,-----1 EROSION CONTWJI.. PUNS FOR,
POINSETTIA LANE
t-----+--+----------------+----+--+---,1-----l APPROVED: ,!Y
AT LA COSTA GREENS
ST'A. 4HJOIXJ TO D<XJlXJ
t-----t---t----------------+---+--+-----11----1 &6.....,,,... d LIV.-.i:e#- h.-t 1 -~ 'f-1>., ll""'"l•1n Kimley-Hom i-----,-----1--------------+---t----l--+----I CITY ENGINE~ Y.c/ EXP. DATE ....i-"---~ and Associates, Inc. 40 20 0 40 80 1---c--+---i----------------+---+--+-----11----1 owN BY, PROJECT No. DRAWING No.
Engineering, f'lannlng ond EnvironmentolConsulionts DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY, CT99-QJ 397-2H .. 5:7 Fourth A-.enue - Suite 301- Son Diego, Co. - 92101 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY, B 1 a:, 16191234-~411 Fax: 1619) 234··9433 GRAPHIC ~C.~LE I'= 40' .__ ______ __, ~
1.2.=..~~_::~~~--------------~~~:::.:...!~-----_;_ _______________ ..:::::==:=::=========================================:vw~D:===:=02~-0====0~1::..1 021803
111""'7-lnl Kimley-Hom
r...J-~·_J and Associates, Inc.
EngTneerl:-ig, Plonnlng ond Environmento! Consultants
517 Fourth Avenue - sur-te 301- San Diego, Ca. - 92101
Tel, (619) 234·'.l4H Fox: (6191234-9433
/\
I \
71 ~
I
,y I
I
40 ------------------- --- ------------------------------------------------------------------~-------------------- - --------------- ... r.RAVEL BAGS !TYP. J /8\
l
SEE.
0 DETAIL run \2)
RE UIREMENTS
- - __.,.._, .,
(f
)
zo 0 40 80
GRAPHIC SCALE I'= 40'
SI LT FENCE fA\.
w
./30 --------------
\
67. (
120
II
I I
I I
I
I I
I I
II
.I •
I, I
II
I I
I I
r1/
ti
-
"'ti
,8.
<::=:i <==i <::=:i ·~
I"- /~ ,' ;f
.::5
~
rY I~ ;
' ~
' ~
~ ~
-
-,B \)
,.::;j
'"'
I
NaTE:
FOR EROSION CONTROL NOTES
AND DETAILS SEE SHEETS 3
.
u~
~
~ LECITOS WATER DIST~
/FOR GRADING ONLY)
-
11 AS BUil T11
BENCHMARK: 1 ./
D ft'"~ ( :-,\ /, .,. . ,' - ,._ I,, /,....-
E SCRIPT I ON: STANDARD STREET SURVEY MONUMENT ,t&,:::..::'.'.~-...,_..,J.,e.~~~ - tOf~(_J.,;; ,-..~.t..'~C')9 EXP. hi_#,a./o7 DATE
BY:
LOCATION: ST A2B8•89 EC ON CENTERLINE OF
EL CAMINO RE.AL
RECORD FROM:SAN DIEGO ,''OUNTY VE.Hr/CAL CONTROL
RS-1800, 288•89
REVIEWED BY: ~ -~ ~
PRESJ>l!'I H. LEWIS, P.E.
R..eX- 45927. EXP. 12/02 ELEVATION: 31/.4(!1 M.S.L c..... ~. Ga •'• A .y/,/4r ~TOR DATE
,..___+--+------------+---+--+---1------1 fsill17 ClTY ,oJF CARLSBA JD I sHEErs I 1 ~ ENGINEERING DEPARTMENT 2 4
EROSION CONT"ROI.. PUNS FOR,
POINSETTIA LANE
APPROVED: d 'f
AT LA COSTA GREENS
ST'A. 6'<00.00 TO STA.68>71.96
i----t--7--------------+---+---l---l----l 4 ,._ r e~IA/~ roA. 1 ----t--t---------------+---+--l----1---1 ~C~ITtY~E~N=G~IN~R:::=:::R~~::·:§:E·=~~~EX~P~.===';:';;:;~~~ lnD-;:;AT;;:-E-t-;;:IN;:;IT;;IAL;-t----------------+,,---h=---1----1--.....I OWN BY:,-:~~ PROJECT NO. ,_,._u.D'
DATE
DRAWING NO.
rf
DATE INITIAL DATE INITIAL CHKD BY·. CT99 03 REVIC!1u DESCRIPTION ENGINEER OF WORK _, OTHER APPROVAL CITY APPROVAL RVWO BY: -• l'.. - 397-2H VWD 02·00!
I
0 ..
" • "
021803 , .,
' '
I
' ' ''%.</
=z..:
\
I
\
\ ()
EXlSTlNG 16"
TECHlTE SEWER
IV, W. Di REMOVE/
ABANDON
.
- - - - - - -··"'"""""" ·---·-- ..... ---·- - - -
\
I
I
' r · ' .· .' ..... ,
f '
I I I \ '
I
ENGINEER OF WORK
'J
R,C.E. 46579 DATE
BUil T"
LOCATION: STA288•89 EC ON CENTERUNE OF
EL CAMINO REAL
iofz.tloS
t;,/Jo/G'7 D.ATE
\ \
RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL
RS-1800, 288•89
ELEVATION: 311.401 MSL
REVIEWED BY: vw
Qc¾RC.,1. r D;~/•s
rsFfr7 l~l1f'Y OF C,<\.JRl.§BAD I SHEETS I
~====t===+==========================~~===i====~===±==~_j LfQ_J ENGINEERING DEPARTMENT 2 4 GIW)fNG NtD DRNNIBE PLANS FOR,
POINSETTIA LANE
AT LA COSTA GREENS
SURCHARGE SHEET
Kimley-Horn APPROVED, ~-... 66 ,. ~ t.,,t¼~~ , ..... ._ ·, ., and Associates, Inc. cir"Y ENGIN!6 R. • • '•If~'•,
E I I P
. E zo O - IO l20 EXP. DATE
Jig neer ng* J(1nning and nvironmentcl Consultants """ 517 Fourth Av,mue Suite 301- San Dle90, Ca. 92101 DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: PROJECT NO. DRAWING NO.
Tel, (6191234-9411 Fox, (619) 234-9433 GRAPHIC SCALE I'= 40' ENGl'lEER OF WORK REVISION DESCRIPTION CHKD BY: CT99 Q' 7 397 2H '----------------------------------------------------=:.::::..:.:::...::.::::::..:..::....:.:::. __________________________________________________ ::::::::::::::::::::::::::==============~====~O~T~HE~R~A~P;P~RO~V~A~L~~C~IT~Y=A~P~P~R~O~V~A~L~~R~V~W~D~B~Y~,~~~~~==~~§~-~~.J§:=~§§:-~§~U! VWD 02-00/
, , I
02T80f l '
r-------------------------------------------------------- . ·'
.
\
\ .
FIi --- --- f',1 ·~ - - - - - FM - - - -
•
I -- ··7 --- ---
20' PEDESTRIAN
ACCESS EASEMENT
1 t=-,,._.:_-1----<=i..;.' lll--_<=i.;__ o,1-,<=i=:;;:._-<=i_:, 111·---<=i;::.._;_ I, <=i
6.5 \
/
:-__;<=i= I <::::i
I
____ ,,. ---- . ---- .. ---- ,,__ ___ ,,i----¥; IU-- 1- It-' If .... __ j __
\
'
) ,
<=i <=i <=i
II
\
R
--
\
0 ,\- ; ·t
'C
i
I
11---- 111-......,.-- Ill-__ ......;"''-> It--'---- 1----- I EXISTING 20' SEWER ESMT./VWDI
PER DOC. ND, 1998-0151414
REC, 3-20-98
EXISTING 24"
FORCE MAIN
/V.W.D,/
-- -- FM - - -/~ - -,~.:.TM-~:.:._ - -
I ,,-·-·1 /
' ,
NOTE:
•
SEE GRADING SHEETS FOR EXISTING-i-.
UTILITIES AND PRPOSED UTILITY
INFORMATION IN SURCHARGE AREA
.,,;icii €5 Sto~"' f,~ v-·- 'I, a
(§~ ~- ~,
(; ( TIMOfi-JY ,flHN OF ~ITT \I j \
~
~~.4;:.~~\D3 / f)
/': CML /,/ ~,/4
1';, ·-" ~" /: .. OF c~~\\\,. -~·
ENGINEER OF WORK
OS WATER
OR GRADING ONLY/
TE
BENCHMARK:
DES CR I PT I ON: STANDARD STREET SURVEY MONUMENT
LDCATI ON: STA288•89 EC ON CENTERUNE OF
EL CAMINO RE.AL
RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL
RS·/800, 288•89
EL£ VA TI ON: 311.401 M.S.L
DATE
REVIEWED BY: V
C.......&.G,,I • ttl•les
i'NsP-lcTOR DATE
t===+===+========================t====i===i====i==~ ~ (:KTY OJF CARLSBAD I SHEETS I 1 L_ill ENGINEERING DEPARTMENT 2 4
GRNJ/NG NID DRAl#IGE PI..NIS FOR,
POINSETTIA LANE
AT LA COSTA GREENS
t===⇒===⇒=========================~===t===t===±=== ~~~~;=::::~:::'RCH='NiGE=:::SH.::::E:::'ET:========! c:J•n ~m~ ' '"''""" 4 Y. • r. __ :, and Associates, Inc. t====~===t=========================±===j:===t===±=== l:f1r~1T~Y ~1~Ni~~r~E~~A'~~~~R~c~as~:car:111i•tS.L_E~,-,.,xP~t2L_ .L..::.Dt!...A=zTE~ Engineering, Plarmlng and Envlronmental Consultants 40 20 0 40 ID 1 • • • • 511 Fourth Avenue "" Suite 301 • San Diego, Ca ... 92101 DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: -=:--- PROJECT NO. I DJRA9W71N:2NOH.
L.T.e_i._16_19_>_23_4--9-41_1 __ F_a_x_, _16_19_)_23_4_ .. 9_4-33 ______________________________ _:G::,R,::A::,P_:H::;IC::...,:S::;C::;A:;L::;E:..,:1'_:=:..,::4;;:0~'-----------------------------------------_!:::E:NG:1NE:E:R:::O::F::w:0R:K~====R:E:V~IS~l~O~N~D~E~S~C~R~IP~T~l~O~N~==~o~TH~E~R~A~P~PR~O~V~AL~~c1~TY~AP~P~R~OV~A~L~~~~~~~i~iy~y',~~~~==~C~T~9§9§-0§3§:~-~§~~~Ui VWD 02-00/
021803
111"'1 • n Kimley-Hom
11!1...1_ r_...] and Associates, Inc.
EngTneerlng, Picnnlng ond Envfronrnentol Consultants
511 Fourth Avenue - Suite .301- Son Diego, Ca. - 92101
Tel: (6!9l 234-9411 Fax, (619) 234-9433
___ ·: il-
- -x ?S"'~, ,_;
NOTE:
FOR EROSION CONTROL NOTES
AND DETAILS SEE SHEETS 3
40 20 IO
--
l20
-- --
GRAPHIC SCALE I'= 40'
NOT£: HYDROS££D TD B£ MIXED WITH £ARTHBDND OR EQUIVALENT PRODUCT
DATE INITIAL
ENGINEER OF WORK
BENCHMARK:
DATE INITIAL DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
~
;-~·, \
N'--S·,
\<;,
_1;,,
()
-~ ..
( . '<>· ._,_,_,.,.,.~
\ \~ ·.,\. > .Jl
\/Y'-ry,rc \\ • \
\
,.,~. ''
()- \ \
' •
\
ENGINEER OF WORK
DWN BY:
CHKO BY:-=:;~;;::::1
RVWO BY:
EXP.
PROJECT NO. DRAWING NO,
CT99-03 397-2H
VWD 02-00/
021803
\
,; \
' . ,
t\,
/ I { ;
! \ /
\ .
'
" ,,
\
' '
·,
\
·,
. .
\
'
'Z! • \
'
\
\
'
' ' .
'·., ·--,
' ' "•,, '-,_"
'"'· ,,
-, -. •, ·-.,,
·,., __
I •
-. :
\ : i . '
/
i
I j \
: \
·. 220
210 ·
I \
\
,,,.-
!( --:~ i;1 ,,_ \
0 \
'
I '\
/~ \
\ \ ,,.,r--,, ,,
20 0 40 IO l20
GRAPHIC SCALE I'= 40'
.
-- - - .
/
/c , .. , •. :,.,.,,·"
,, /
,/,.,,/
' ,,-,·:~·:~:·:::_-•
__ ,,.,-
'~
~/
Y'?"".Q I -
NOTE:
. r; , l
11. ' i
I
/ .·.·.···.r··· .. ···· .. : . _/
·. . I
1.·•., . . '\..., I . • ' ..
SEE fJ#G• 397-2A FOR FINAL GRADING IN THIS AREA
FOR EROSION CONTROL NOTES
AND DETAILS SEE SHEETS 3
NOTE:
--~+=--.~.~·,', 1~
I I
, I~~
HYDROSEED TO BE MIXED WITH EARTHBOND OR EOUJVALENT PRODUCT -~·-.. , ~ I
1 , ·, • ' 1/,I I
, !
. '
,/ /.
/ /
/' /
.,,,.-;,..._,,
/
~ I ;---,#
BENCHMARK:
DESCRIPTION: STANDARD STREET SURVEY MONUMENT
" ' 1·
~ .. ,_ _,.
·----- " , .. ~
••.-•~-- /
M°'" _,..-•'
' ' '
·'
I
I
I I,
I
I
I
I .
I
;! t
ENGINEER OF WORK
GRNJING NID EROSION CONrROI.. PUNS FOR,
POINSETTIA LANE
AT LA COSTA GREENS
WJRRON SffE
t----+---+---------------t----1---1r----t-----1 APPROVED: d , ... 4~1J,:£•(~ .. ~.!52.J.~lf~~'.!:'.~"9-·~-·!,,l'..L_-!,."'1~,wr!'L---t----+---t--------------t----t----1r---t----t 1CITY EN~R £E. EXP. 1----+---t--------------+---t----ir---t----t
I•;. 'f·e3
DATE
DWN BY: ::j;~=I PROJECT NO. 1-D_A_TE~_1N_1T1_AL-+-D_A_TE~_1N1_T1A-,L cRHVKWDD s81/ .. _ CT99_03 OTHER APPROVAL CITY APPROVAL
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION I
DRAWING NO.
. 397-2H
VWD 02-001
' I
, .. I
021803 i
,
I ,
\ I
\
111""1-rtl Kimley-Hom
lll!i...J IBl l.....] and Associates, Inc.
Engim.Hffing 1 Planning and Envfnmmentcf Consultants
517 rourth Avenue · Suite 301 .. San Diego, Ca. - 92101 Tel: 1619) 234-9411 Fox, (£19) 234·9433
l I
I
I
I
I
I
• I •
' I I
. I • , /
i I
I
I
I
/ ,
/
l
!
i : I • ! ,
/
', I
i "Ni I . '
1-
,
' '
' ·,
'
~l~-H\7~~Tz-_-~~ ~~~~
~~-
1 r1 r, I ~✓ ~--
1 (
40 10 0 40 IO 110
GRAPHIC SCALE I'= 40'
' .:::.".:--~
\ )·· -' '•,,,
' ' ,_,, ,--"
'•,,, .. ''
,¾,_
BY:
PRESTON H. S. P.E.
R.C.E. 4 , EXP. 12 /02
BENCHMARK:
DESCRIPT!ON:STANDARD STREET SUFNEY MONUMENT
LOCATION: STA.2B8•89 EC ON CENTERUNE OF
EL CAMINO REAL
RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL
RS-1800.288•89
ELEV AT I ON : 311.4fJl M.SJ.
)
DEWITT R.C.E. 46579 DATE
11 AS BUil T
11 1./'z.,le6
"""-£.-'. EXP. C/3 .. /4, DATE
REVIEWED BY: V • NO §.
~
c... ~-C"••'' J "'"":s ~ ~TOR DATE j
~ (;ITY OF (;ARLSBAD I SHEETS I ~ t----J---+--------------+--+---l--+---l Lf.:!j ENGINEERING DEPARTMENT 2 4 j t----1---+--------------+--+---l.--+---l t----t---t--------------+----t---f ---,---; EROSION CONTROL NID GIW)ING FOR,
POINSETTIA LANE
AT LA COSTA GREENS
80RRUII SffE
. .
VWD 02-00/
021803
GENERAL NOTES
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY TH£ CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-
OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY, PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000.000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A" AND A SIZE CATEGORY OF CLASS VAS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5, NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF TH£ IMPROVEMENT AGREEMENT.
7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO TITLE SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER.
9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CI TY.
10. ACCESS FDR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A! SUMMARY SHEET, /BJ LABORATORY WORK SHEETS AND (CJ COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGl'1EER OF THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO TH[ CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT($! SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A PRECONSTRUCTION MfETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL 8£ ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION. TESTING AND ALL OTHER ASPECTS OF THf WORK. TH£ CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK/438-3634! AT LEAST FIVE/5J WORKING DAYS PRIOR TO STARTING tQNSTRUCTION. APPROVED DRAWINGS MUST 8£ AVAILABLE PRIOR TO SCHEDULING.
13. ALL INSPECTION REau'tsrs OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLI~1G THE £/;/lSJNEERING 24-HOUR INSPECTION REQUEST LINE AT 1760! 438-3891.INSPECTicJ,,/ REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M.
ON THE DAY BEFORE THE INSP't,.TION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU 'REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FDR ~WO FULL WORK OAYS LATER.
14. THE OWNER AND/OR APPLICANT THROUGH ,.Hf DEVELOPER AND/OR CONTRACTOR SHALL OESl1,N, CONSTRUCT ANO MAINTAIN ,ALL SAFETY DEVICES. INCLUDING SHOR ING, 4ND SHALL BE SOLELY RESPONSIBLf ~R CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS AND REGULATIONS. ' 15. THf CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET 15' J OR
MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO FXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISPED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST Bf SUBMITTED TO THE INSPECTOR PRIOR TO fXCAVATION.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUrrION. OPERATIONS WILL CEASE IMMfDIATELY, AND THE PERM/TT££ WILL OT/FY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PEI ..• TT££ HAS RECEIVED WRITTfN AUTHORITY FROM THE CITY ENGINEfR TO DO SO.
17. A'.L OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL. DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT ANO ANY OTHER ASSOCIATED GRADING fOUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. ANO SUNSET £,\CH DAY, MONDAY THROUGH FRIDAY ANO NO EARTHMOVING OR GRADING OPERATIONS SHALL 8£ CONDUCTED ON WEEKENDS OR HOLIDAYS. IA LIST OF CITY HOLIDAYS IS AVAILABLE AT T/iE ENGINEERING DEPARTMENT COUNTER. I
18. ALL OFF-SITE HAUL ROUTES SHALL 8£ SUBMITTED BY THE CONTRACTOR TO THf CITY ENGil\aEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THf CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGf OCCURRING ALONG THE HAUL ROUT£ OR ADJACENT STREETS AS A RESULT OF THE GRADING OPfRATION.
19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM,
20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN
ON THE CONSTRUCT/ON PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE R[CORDS. ATTENTION IS CALLEO TO THE POSSIBLE EXISTENCE OF OTHER UT'LITY Fkf/LITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. TH£ CONTRACTOR IS REQUIRED TO TAKE DUE PRfCAUTIONARY MEASURES TD PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURfS NOT SHOWN.
21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES /ABOVEGROUND ANO UNDERGROUND! WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PL lNS IF IT IS FOUND THAT THE A!CTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK.
22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES !SEE BELOW/ AT
LEAST TWO FULL WORKING DAYS PRIOR TD STARTING CONSTRUCTION NEAR THEIR FACILITIES ANO SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT 1-800-422-4133
SDG&E I 619 J 696-2000
PACIFIC BELL 1-800-750-2355
A DELPH I A 1-800-626-6299
CITY OF CARLSBAD/STREETS AND STORM DRAIN/ (619)267-3777 MCITY OF CARLSBADISEWER,WATER & RECLAIMED WATER! 1760/839-4681 *SAN DIEGUITO WATER DISTRICT 1760)633-2650
;1<1.EUCAOIA COUNTY WATER DISTRICT (760)753-0155
*VALLEC/TOS WATER DISTRICT ( 760!744-0460
.WLIVENHAIN WATER DISTRICT ( 760!753-6466
~UfNA SANITATION DISTRICT (760!726-1340
* AS APPROPRIATE
ll"""'l•H Kimley-Hom
ilh,.JBII'-. .. ~ and Associates, Inc.
En91rieBt"lr1,J, Ptannlng r.nd Er~v :n,nmento! Consultoni !':; 517 Four·l'h Avenue - Suite 30! - Son D1ego, Ca. - ·321c1 fol, (61:1) 234-9411 Fax: (6!9) 234·9433
I
llvf PROVEMENT PLANS FOR:
POINSETTIA LA,NE
KEY MAP
(fGfND;
IMPRWEMENT PLAN SHEET NUMBER
NEW STREIT L/GlfT
PROPEFrrY L/1/E
1/EW FIRE lffDRANT
PROPr>SED SEWER
PRIJPOStD RECLAIMED 'WATER ------f;'ll'-----
PROPOSED STORM ORAi//
PROPOSED WATER ·W·--- --•-
LOT 20
AT LA COSTA GREENS
!OT
CITY OF OCEANSIDE
'•
FOR IMPROVEMENTS
THROUGH THIS PROPERTY
SEE DRAWING NO. 397-2K
ew 1/4 ee:o. 24
Tl28, R4W, e.s . .M.
./,
WORK TO BE DONE cowr 11J1A D t>,e:L~ w ·'t \
THf IMPROVEMENT WORK Ill 1'CCORDANCE WITH
THE FOLL(Jl{///G DOCUMENTS,_CURREl</T AT THE TIME OF CONSTRUCT/ON. AS DIRECTED B'( THE CfTY £Nc,/NEER,
I. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS FOR DESIGN ANO CONSTRUCTION OF PUBLIC WORKS IMPR()IEMEl</TS IN THE CITY OF CARLSBAD,DATED 4/20/93
J, THIS SIT OF PLANS
4. RESOLUTION NO. 5013. 50/4, 5016,50{1. 5018.5019 DATED SfPT,5.2001,
5. THE STANDARD SPECIFICAflONS FOR PUBLIC WORKS CONSTRUCTION /GREEN BOOKJ.
6. SOILS REPORT AND RECOMMENDATIONS BY GEOCON. II
DATED 6/25/0/
7. THE SAN DIEGO /JREA REGIONAL STANDARD DR/WINGS AND AS M/J/f BE MODIFIED B'( TH£ CITY OF CARLSBAD STANDARDS,
8. CALIFORNIA COAST AL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DATED II/A
9. THE CARLSBAD MUNICIPAL WATER DISTffll:T'S ~ ANDI OS AND SPECIFICATIONS FOR WATER.SEWER ANO RECLAIMED WATER.
!,.!,,,.\l.l,..JJ.,'-o!/0. VAU_ECTIOS WATER DISTRICT STANDARD DR/J/11/NGS AND SPECIFICATIONS, DESCRIPTION lJHG.NO. SfMBOL OOANr/TY"'
EXISTING STORM DRAIN __________ _
EXISTING GA$ ________ _
EXISTING WATER __
EXISTING UNDERGROUND ELECTRIC---- ---
_____ ................ . -~~-····- .... - w
- UG-E
EXISTING UNDERGROUND TEIEPHOI/E _____ _ --UG-T--
EXISTING CABLE TV ______ _ --c-T--
EXISTING 16' FUEL AND OIL _____ _ ·--················ ---GO·-- EXISTING AT&T LIN£ _____ _ --T/D --
EXISTING SEWER ....... , ......... _____ _
SUBDIVISION BOUNOAFrf .. , .. ________ _ -------
REDUCER /SIZE AS SH(Jl{I/ ON PLANS!···------
PROPOSED TOP OF CURB __ _
DETAIL REFERENCE ............. sHlffl~¼ffJT~~M ............... .
Tr,£1/CH RESURFACING _____ ______ _
PAVEMENT SCHEDU/£ J ___ , ... ,., .... SDG·/13 .......... --- PROJECT SAWC/JT AT EDGE OF PAVEMENT -----'~•---
SITE ... IZL. Z/ZZZZJ
402606 SF
2268 LF
I (I' L , I
t) I
LI
LOT I
MAI' IOOt.7
ONNER
I rlT LC, I / 7
REAL EST ATE COLLATERAL MANAGEME/fl COMPANY
A DEL/JWARE CORPORATION,PMB N0,685
/903 WRIGHT PLACE SUITE 180
CARLSBAD. CALIFORNIA 92008
SUBDNIDER
MORR(JI{ DEVELOPMENT
1903 WRIGlfT PLACE SUITE 180
CARLSBAD.CALIFORNIA 92008
DECLARATION OF RESPONSIBLE CHARGE
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. THAT I HAVE EXERCISED RESPONSIB/£ CH/JRGE CNER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BU:INESS AND PROFESSIONS CODE.AND THAT THE DESIGN IS CONSISTENT WITH CURRENT ST ANOAROS.
/UNDERSTAND THAT TH£ CHECK OF PROJECT DRAWINGS ANO SPECIFICATIONS 13( THE CITY OF CARLSBAD DOES NOT REUEYE ME,AS ENGINEER OF WORK.OF MY RESPONSIB/LIT/fS FOR PROJECT DESIGN,
DECLARATION OF ENGINEER OF WORK:
I HEREBY DECLARE THAT THE DESIGN OF THE IMPROVEMENTS AS SHOWN ON THESE PLANS COMPLIES WITH PROFESSIONAL c.·,'/c!NFFR!NG STANDARDS AND PRACTICES. AS THE ENGINEER IN RESPONSIBLE CHARGE. OF THE DESIGN OF THESE IAIPROVEMENTS, I ASSUAIE Fl/LL RESPONSIBLE CHARGE FOll SUCH DESIGN. ' UNDERSTAND AND ACKNOWLEDGE THAT THE SIGNATURE OF TH£~£ PLANS BY INFRASTRUCTURE ENGINEFRING CORP,, FOR THE VALLECITOS WATER DISTRICT. AND THE REVIEW OF THE PLANS BY THE VALLECITOS WATER DISTRICT. IS A REVIEW OF GENERAL COAIPLIANCE l".UIDl!:L A
PM 1342'1
(Hor A PAR1J
®
SCA/£: I' • JOO'
I
I
11, ~\ve:µ.>.t,v IVIWJ I C-t I' Ai., WAT e;Q., t)\ ~ T12.\ l-T c;,Alv() A\1,0 !lieA,W\"317,!.J M-A,t<.ci+ \<Hi
SURo/EY MONUMENTS
PACIFIC
OCEAN
VICIN !TY MAP
NOT TO SCALE
\
' '
SHEET INDEX
DWG. NO.
397-2[
397-2[
397-2 I
397-2 I
397-21
397-2I
397-21
397-2I
SHEET NO.
2-3
4-15
16-19
20-21
22 23-26
27-43
44-69
LEGEND NOTES
DESCRIPTION
NOTES AND DETAILS
IMPROVfMENT
STRIPING & SIGNING
TRAFFIC SIGNAL
NOTES
CATHODIC PROTECTION
IRRIGATION PLANS
PLANTING PLANS
I. AS MODIFIED BY THE crrr OF CARLSBAD ST Al/DAROS.
2, CfTY OF CARLSBAD SUPPLEMENTAL STD.ONG,'$.
CONTR!CTOR SHALL BE RESPOI SIBLE FOR ANY MONUMENTATION AND/OR BENCHM/JRKS WHICH WILL BE DISTURBED OR DESTR(J(EO B'( CONSTRUCTION, SUCH POINTS SHALL BE 3. CM.WlJ,STAIIDARD DR!il/lNGS AND SPECIFICATIONS.
REFERENCED AND REPLACED WITH APPROPRIATE MONUMENT AT/ON BY A LICENSED UWO 4. V,WlJ,STAIIDARD DRAWINGS A/ID SPECIFICATIONS SURVEYOR OR l .REGISTERED CIVIL ENGINEER NJTHORIZED TO PR!CTICE LAND SURVEYING. .
A (YJRNER RECORD OR RECORD OF SURVEY.AS APPROPRIATE,SHAL/_ BE FILED BY THE STANDARD ABBREVIATIONS LICENSED LN/0 SUFNEYOR OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND R/W· RIGHT OF v, AY SURVEYOR'S ACT.
REFERENCE DRAWINGS
EL CAMINO REAL · ENC/NIT AS TO CARLSBAD
CARLSBAD TR/CT 92·3
RANCHO CARILLO - POINSETTIA LANE
LOHF PROPERTY IMPROVfMfNTS
LOHF PROPERTY il'IADING
LAND OUTFALi_ SEWCR REPUCEM£NT
R.S,1800··!
ONG.N0.34I 5
ONG, NO, 33/·I
ONG.110. 377-6
ONG,N0,377-GA
vWD DNG,N0.2/il·V'i-0I
EP·EDGE OF PAVEMENT
DIP· WCTILE IRON PIPE
/JG· DECOMPOSED GRANffE
SOURCE OF TOPOGRAPHY
TOPOGRAP/ff SHOIIN ON THESE PLANS WAS GENERATED Bf SN/-LO AERIAL SURVEYS METHODS FROM INFOKMATION GATHERED ON 12·30-1951
TOPOGRAP/ff SHOii/i HEREON CONFORMS TO NATIONAL M/>P Af:CURKY STAI/DAROS,
PROJECT LOCATION
THIS PROJECT iS LOCATED WITHIN ASSESoORS PARCEL NUMBER/SJ 215-02/-07. 2/5·03/-08.213·030-~213·030-18
THE CALIFORNIA COOROINAr INDEX OF THIS PROJW IS NAO 83 • N /990 _____ ~~._s6,a2,,,,56,,._ ________ _ WITH DISTRICT STANDARDS. THIS APPROVAL IS NOT A DETERMINATION OF Th'E TECHNICAL ADEOUACY OR ACCURACY OF THE DESIGN OF THE IMP80VEAIENTS SUCH APPROVAL DOES NOT. THEREFORE, RELIEVE ME 01·· MY RESPONSIBILITY BENCHMAR!<:
' ' ' '
PEDESTRIAN RAMP ..... ______ G·Z? ...
STREIT UGHT /ST LTJ.. ___ .... , .... SDE·,'•,1.£.:/ ... , ................ .
EXISTING STREIT LIG/fT ., ... ---·--
/Cf WATER VALVc· ___ WZWl3~SfYN·/09-W·/9AJ)lli5 .......... . 8" WATER V ALVE---WZWl3~SDN-I09-W·19A.Wlfl. ___ _
12" WATER VALV~--WZWIS;SDN·/09-W·i9A.W16;W·l4'!w !€' .. . 16" WATER V ALVf .............. .wlw,s:sDN·IO'Hl·/9A.WfT .............. . 6'FIRE HYDRANT WITHREE WAY APRON
(2-4" PORTS AND 1-25' PORT! --- M·/9.W/7 ............ , ......... .
TYPE 'G' CURB & GUTTER 16 IN! ... , .. , ............... G·2.SOG-/OO ......... .
MOD. TYPE 'B-r CURB & GUTTER (8 /N) ......... .G-6;SDG·/00, ......... . 6' AC BERM ------
WATER MAIN !PVC OR DIPL ..... SlJH-100W·25 W-22j'{·/9A.W2/I ..... .
CL·/50 /SIZE PER PLA/'IJ • •
2' IRRIGATION LATERAL .............. ----- W4;Wfr.W·l-4 -- r&2' /JJJTOMATIC AIR & VIC ASQ'. ............... SfJN-lfT.W·4.W·3~ ....... . 2" BL(JI{ OFF AC:SEMBLY ................... SDN·/06JN6:W·{ ... ..
SEWER CIEANO/ff ---·'· S6'---------
SEWfR MAIN /PVC! --·· SDS·/OI.SDS·IOO.S·l9.SS. ..... ... , (SIZE PER PLAN! 3 3 SEWER ACCESSHOLE ---· S·f1.S4,SI ....... ___ _ 12' RECLAIMED WATER
/DIP CL· 350) /VWOJ
___ W·lfr.W·/93 ______ _
GUARDRAIL .............. ____ M·30,M-3I,M·35 .......... , ....... -- SIDEWAU< _____ _
RECLAIMED WATER /Ci,N/D) ..... , W-2I ______ _
DECOMPOSED GRANfTE<DGJ
ACCESS TRAIL
THRUST BLOCKS----
STREET MONUMENT ...................... M·/OJ,/·II.M·i2J./·/3. ____ _ fXISTING SEWER TO BE RFM()IED/ ABANDONfD ···
MEDIAN PLANTER BOX rTYPt.
4' CHAIN LINK FENCE ____ M·6 .. -- _____ _
MEDIAN ... ___ _
2" MANUAL AIR & V!CUUM VALVf ... ······.wrl ... , ................. . "' CONTRAC'IOR TO VERIFY AL/_ QUANTITIES
REVIEWED BY:
J
0 0
0 0
-----
6 18
6 12
16 20
11936 LF
12933 lF
625 LF
6589 LF
-- ----[@ 2
------------ • . --CD.
--·---~-
- -@---
------
-------_a
-kl
,6.
3 21
273/LF
10 3609 LF
34246 SF
6081 LF
54975 SF
21 18
s- x-s-x--
C
------
vw
88Z13 SF
26 W • NO
FOR THE DESIGN OF THESE IMPROVEIIENTS, DESCRIPTION· ~TN/DARO s-:-REIT SURvEY MONUMENT FOR GRAD ING & ORA INC! SEE DRAWING 397-2H
R.C.E. 45927, EXP. 12/02 DATE
~ t:S n, b. °' a ,, ,, 111'1/"S
DATE
1uda3
IMPORTANT NOTICI
Section 4216/4217 of the Government Code
r~qulres that Dio Alert Identification
Nurrber be issued before a
"Permit to Excavate" wi 11 be val id.
For your Dig Alert 1.0. Nuroer call
Underground Service Alert
TOLL PRl!I 1·100•422-4133
Two working days before you dig.
DATE,
CITY OF CARLSBAD FIRE DEPARTMENT
REQUIREMENTS: (.,Yl
NO. Pf F,H.lsl ,t.D F. FLOW.~G.P.M. OUT
OF_W_F,H.ls),
BLDG. SPRINKELD YES/NO F. FLOW G.P.M.
FIR M SHAL DATE
LOCATION: ST A.288•89 EC ON CENTfPIJN£ OF
EL CAMINO REAL
Ric.CORD FROM:SAN DIEGO COUNTY VERTICAi. COl</TROL
RS 1800, 288•89
ELEVATION: 3IIA07 M.SL
,QARLSBAD MUNICIPAL WATER DISTRICT
DISTRICT ENGINEER
DATE INITIAL
ENGINEER OF WORK
IIEVISEO SlfTS 'f, 1, IZ,/.1
13 iZcoV I $f, $11-,,- , I >, 7 14 i-',,; ) l E.Jl q
ePcfl,CE ~HT #I
REVISION DESCRIPTION
SHEET
I
INSPECTOR
(;l'fY OF C ARL§lBA
ENGINEERING DtPARTMENT
IMPROIEJ/1:.NT PUJIS FOR,
POINSETT'IA LANE
AT I.A COSTA GRl:ENS
Tffb" Sf:EEr _ ~
VWD 02:.002
· • /re:o.-i,,tn··~•
030603, !
080103
101904 i
1 1
MEDIAN DESIGN: POINSETTIA LANE
STA 9+00.00 - STA 16+87.97
SEE SHEET 6 SCALE• I' =40'
SPECIAL NQTES:
THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF WORK. THE CITY ENGINEER'S SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES AND THE CITY WILL NOT BE HELD RESPONSIBLE FOR THEIR ENFORCEMENT.
1. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING. AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS.
2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBS/TE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING: SAFETY OF ALL PERSONS AND PROPERTY, AND THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIM/TED TO NORMAL WORK ING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
3. THE CONTRACTOR SHALL B£ RESPONSIBLE TO INSUR£ THAT ALL SLOPES, STREETS, UTILITIES, AND STORM DRAINS AR£ BUILT IN ACCORDANCE WITH THESE PLANS. IF THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY CALLING THE ENGINEER OF WORK AT 234-9411- THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT ANO ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS /SAND BAGS, HAY BALES, TEMPORARY DES/LT/NG BASINS, DIKES, SHORING, ETC. i UNTIL SUCH TIME THAT THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY WHATEVER OWNER, AGENCY, OR ASSOCIATION IS TO BE ULTIMATELY RESPONSIBLE FOR MAINTENANCE.
4. EXCEPT AS NOTED HEREON ALL UTILITY SERVICES WITHIN THIS PROJECT ARE UNDERGROUND INSTALLATIONS. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY AND PACIFIC BELL PRIOR TO STARTING WORK NEAR THEIR FACILITIES, AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. FOR UTILITY MARK-OUT SERVICE, CALL 1-800-422-4133.
5. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED FROM A SEARCH OF TH£ AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO OTHER EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHERS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ALL
DAMAGES THERETO CAUSED BY THE CONTRACTOR SHALL BE REPAIRED TO THE APPROPRIATE SPECIFICATIONS AND STANDARDS AT THE EXPENSE OF THE CONTRACTOR.
6. LOCATION AND ELEVATION OF EXISTING IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK.
7. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. ' 8. WHERE TRENCHES ARE WITHIN 10 FEET OF FUTURE BUILDING SITES, SOILS REPORTS SHALL BE SUBMITTED TO THE ENGINEER OF WORK BY A QUALIFIED SOILS ENGINEER WHICH CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH THE ON-SITE EARTHWORK SPECIFICATIONS.
9. ANY WORK DONE WITHOUT INSPECTION OR MATERIALS TESTING IS SUBJECT TO REMOVAL OR CORRECTION.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ANY DAMAGE TO THE EXISTING IMPROVEMENTS AND REPLACEMENT TO THE SATISFACTION OF THE FIELD ENGINEER.
11. ALL EXISTING FACILITIES AND IMPROVEMENTS WHICH CONFLICT WITH PROPOSED GRADING SHALL BE REMOVED PER THE RECOMMENDATIONS IN THE SOILS REPORT.
12. CONSTRUCTION EQUIPMENT SHALL BE PROPERLY OUTFITTED AND MAINTAINED WITH NOISE REDUCTION DEVICES TO MINIMIZE CONSTRUCTION-GENERATED NOISE.
P"'l-n Kimley-Hom
~-[~ and Associates, Inc.
Engineei-lng, Plarinlng end Em:!;-onmen-tol Consuli"onts 517 Fourtt-1 Avenue - Suite 301 ~ Snn Diego, Co~ - '32101 Teh !6191234-9411 Fox. 16'91234-9433
SEWER NaTES
1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD MUNICIPAL WATER DISTRICT'S SEWER SYSTEM - DESIGN CRITERIA, STANDARD DRAWINGS AND SPECIFICATIONS", AND THE STANDARD SPECIFICATIONS, MARCH 1993, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION (GREEN BOOK!.
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS.
3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT.
4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED.
5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. !TELEPHONE NO. {760] 438-3891!
WATER NaTES
t. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD MUNICIPAL WATER DISTRICT'S PROCEDURAL GUIDE - GENERAL
DESIGN REQUIREMENTS AND STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION OF PUBLIC POTABLE WATER FACILIT/ES,DATED OCTOBER 1993, OR THE LATEST REV IS ION.
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF
OF OSHA NOTIFICATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS.
3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D.
LINES, A PERMIT SHALL BE OBTAINED FROM THE c.M.w.D. OFFICE AND MUST
BE SIGNED ANO APPROVED BY DISTRICT ENGINEER AND DISTRICT SUPERINTRNOENT.
4, A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION :TELEPHONE N0.[760] 438-3891) FOR SCHEDULING.
5. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT,
ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK - ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER.
6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF
THE FIRE L /NE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILD ING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.
7. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR THE CONSTRUCTION OF RECLAIMED WATER MAINS - CARLSBAD MUNICIPAL WATER DISTRICT", OCTOBER 1993 OR AS AMENDED.
8. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS
TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN
ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION.
FOR C.M.W.D.RECLf!JMED WATER NaTES
AND FOR VALLECITOS WATER
DISTRICT GENERAL NOTES,
SEE SHEET 22.
STREET NOTES
1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STAT£
OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS,ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS
AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROV~L A MINIMUM OF TWO 121 CITY WORKING DAYS BEFORE THE WORK BEGINS.
2, STREET LIGHTS SHALL BE It'STALLED AS SHOWN ON THESE PLANS.UNDERGROUND CONDUIT RUNS, SERVICE P01NTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUIL Tll PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE "CUT OFF" TYPE.
3, ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCT{ON OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4, STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER SDRSO S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE.
5. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE.
7. STREET TREES SHALL BE INSTALLED PER SECTION IV Q.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL.
8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M19.
9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND ~OCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT.
10. TWO 121 SETS OF SURVEY /CUTI SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR.
BENCHMARK:
10' W!Df TRAlL R/W IN 20 WIDE PEDESTRIAN ACCESS EASEMENT 10' -? • . ,,
~ ,,,,c1- n
~t ' V-"¥1 DC TRA llc
.\
'/,' JOINT UTILITY TRENCH
7'
3 ,
PQINSETUA LANE
9+42 TO 42+41 /EL CAMINO REAL TO ALICANTE ROAD! 56+58 TO 68+7/. 96 R/W
0. 5' (TYP)
/WETLAND AREA TO SUBDIVISION BOUNDARY!
10' W!Df TRAIL IN 20 WIDE R/W PEDESTRIAN ACCESS EASEMENT -? • . ,,
\I> DC TRAIL
,\
'/,' JOINT UT!L !TY TRENCH
R/W
10'
..
7'
6'
44'
NOT TO SCALE
f 94'
Jo'
32' 1 ri I
.. POINSETTIA LANE
STA. 43+44 TO 55+42 ( THROUGH WE TL AND AREA!
NOT TO SCALE
1 6
166'
32'
11R' VART>S 44'-5;;'
I
E
VARIES 24' iR'
£%/STING AC 8£/i',V~ I
TO BE R£JIOVEO I I I I
2% • - ••.. --- ------":'c-'-
R/W
7'
6'
O. 5' (TYP)
R/W
10'
12'
2%
"'~i,
,\
~,~
5. 5' w'fo£ FRO!II
A FACE OF CURB
~1-0. 5' ( TYP)
EL CAMINO REAL
- MEDIAN IMPROVEMENTS 237+75 TO 246+65
TYPICAL IMPROVEMENTS 239+o2 TO 246+58
NOT TO SCALE
TYPICAL SECTION LEGEND
T - CENTERLINE PROFILE ELEVATION
0 = TYPE 'G' CURB AND GUTTER ( RSD G-2 J
= 5' WIDE SIDEWALK IRSD G-7!
= SCHEDULE 'J' PAVEMENT ( RSD SDG-113 ! !MINIMUM OF 5"AC/6"AB, PER CARLSBAD STDS. ! ACTUAL SECTION TO BE DETERMINED BY R-VALUE = 8" MODIFIED TYPE '8-1' MEDIAN CURB AND GUTTER IRSD G-6! = MEDIAN LANDSCAPING PER LANDSCAPE PLANS
DATE
VALLECITOS WATER DISTRICT
II
AS BUil T
11 DESCRIPTION:STANDARD STREET SURVEY MONUMENT
LOCATION: STA2B8•89 EC ON CENTERUNE OF
£5Q~ 10/~,t~
/q ,,,f? V R.C.E.4'57'T EXP. c.(4:ic/a7 DATE
BY:i/~ {_/: 2,{7{o, REVIEWED BY: VW W • NO EL CAMINO REAL RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL
RS·/800,288•89
ELEV AT I ON: 311.407 /.IS.L
~ PRESTON H. LEWIS, P.E. DATE
R.C.E. 45927, EXP. 12102 ~ C..,t ,. 11/zios
IN~ECTO R ::D::::A::::TE:::==:==::;-,:::::::::;:;;::=:1 ~ CITY 10,F C,~RLSBAD I SHEETS I t---t--+---------------+----+--+---+---l LL_j ENGINEERING DEPARTMENT 71 t---t---+----------------+----+-----l---l---1
I
IMPROIEI/Elff PUNS FOR,
POINSETTIA LANE
AT LA COSTA GREENS
N(]f'ES AND Off NLS
I
APPROVED: ar d,&_· A &.-+.. ·,,,.;,:,,
~=====~====!================================1=====t====1=====t===j 0 CtTY 3ER~.c.C ?xf
J
DRAWING NO.
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL
OTHER APPROVAL
DA TE INITIAL
CITY APPROVAL
DWN BY: -~- PROJECT NO.
CHKD BY: = CT99-03 RVWD BY: _Qf!,r 397-2 I
VWD 02-002
030603 . 1
...-i•n Kimley-Hom
lilli...!11111~---~ and Associates, Inc.
39 EnglneEwlng, Planning and Environment □ ! Consultants 51? Four··tr1 Avenue - Suite .30! ~ San Diego, Co~~ 9210! Tel, (619) 234-9411 Fax, (619) 234-9433
\ I
I i
1 STA 19•58.94 - STA 24•75.00
SEE SHEET 7 8c 8 SCALE• 1"•40'
1 2 3
_(
I \
\
\
I
\ I
I I
I I
I I
I I
I \
\ I
I
\
\
\
\
\
\
\
\
o \ I
I \
I I
I I
I I
\ I
I I
@)MEDIAN DESIGN POINSETTIA LANE
STA 38•21,20 - STA 47•25.00
SEE SHEET I 0, I I 8c 12 SCALE• I" •40'
I I
I I
fo'\MEDIAN DESIGN POINSETTIA LANE V STA 63+25.00 - STA 68•52.01 SEE SHEET 14 8c 15 SCALE• 1"=40' ~=~
•
I
I
I
I
I
I
I I
4 ./
I
I
I
I
' Lo . "'
"' -J
~
l,J
c:,
-1/)
' Lo
Lo . -
CROSSING PIPE
•TRENCH DETAIL PER RSD W-21
AND S-4
(!)SAND CUSHION DETAIL
NOT TO SCALE
46 ---------, ._
TRAFFIC FLOW]
CURB L !NE
3' OPENING
FIRE HYDRANT
R/W
I
FACE OF ,--------,, f_ -0. I 8'
TOP OF CURB_/
7'
4. 5, I
3' 3' 3'
(7;\POLICE RAMP DETAIL
V NOT TD SCALE
•
TOP OF CURB _/
.
"'
INSTALL 4' SQUARE TWO-WAY BLUE~
REFLECTIVE PAVEMENT MARKERS AT
2' OFF MEDIAN CURB
DIRECTION OF TRAVEL
INSTALL POLICE R~MP SIGN ----.J
PER DETAIL( SEE ~HEET 16) ,
50'
@DLICE RAMP SIGN AND MARKER PLACEMENT
NOT TO SCALE
PLANS FOR THE BUS
SHELTER WILL BE
PROCESSED WITH THE
CONSTRUCTION DRAWINGS
FOR THE COMMUNITY ENTRY
MONUMENTS PREPARED BY
THE PROJECT LANDSCAPE
ARCHITECT. THE
CONSTRUCTION DRAWINGS
FOR THE BUS SHELTER
SHALL RECEIVE APPROVAL
FROM THE CITY nF
CARLSBAD'S PLANNING
DIRECTOR AND NCTD.
6UTTEl'I LINE.
tJ" THICK /5/iJO •C· !32!iO CONC.
W/"3 BARS tll IB"O.C. EACH
DIRECTION OVER 12' AGGREGA1E
BAS£
BENCH TO BE "WABASH MODEL
NO. P2516 6' BENCH WITH
BACK - JNGROUND" COLOR
POWDER COAT BLACK.
TRASH RECEPTICAL TO BE
QUICK CRETE PRODUCTS CORP.
SERIAL ND.- ORCAL2533WO
25" DIA X 33" HT CALIFORNIA
SERIES WAST£ CONTAINER W/
MODEL D LID,
COLOR POWDER COAT BLACK.
EX !STING R. O. W.
PCR ( TYP I
CONCRETE WALK
( TYPICAL I
• •
10'x16' BOARDING PAD THAT
MEETS ADA STANDARDS
AOITIONAL i?OW REQUIRED BY
SEPERATE DOCUMENT iTYP/
fF\B.\t:US"--"'S:...!.t~OP.__.,D'""'E....,_T.=A .,_..l L \:._J NOT TO SCALE
ENGINEER OF
©GUARD RAIL BREAK DETAIL
NOT TO SCALE
TJM\;!It:J:'{)J. DEWITT R.C.E. 46579 DATE
VALLE CIT C'S WATER DISTRICT
0 0
+ l"°l
,!,
<
'~
if)
\lj
~2 2
_I
:t:
~ < -< <.
BENCHMARK:
DESCRIPTION: STANDARD STREU SURVEY MONUMENT
LOCATION: STA.288•89 EC ON CENTERLINE OF
EL CIWINO REAL
RECORD FROM:SAN DIEGO COUNTY VERTICAL C0NTR0Lffll
RS-1800,288•89
ELEVATION: 31/.407 MSL
BY:go, ~/1~~
PRESTON H. LEWIS, P.E. DATE
R.C.E. 45927, EXP. 12/02
REVIEWED BY:
,,.,,,J4.C.,J.,.,. 11/z,los
~OR DATE
vw WG.NO
~-Zra4 \:'.J-1-p., ;;, W/1:-,ep ""e:D i,..r-1 ., ~ t;ll'1( 01'' CARL§JBA][l) I SHEETS I 1---1----..jl---------------+---t---t----t---i li_j ENGINEERING DEPARTMENT 71 !----,f----1
1--~--+-------------t----i--i-------r---, I lltPfOIEMEPOl5 NS ET•' IA LANE I
AT LA COSYA GREENS 1----l---1----------------t---t--+--t---l. NOT"ES ANO OET"NLS 1----1---1----------------t----t---t---i----1
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL
OTHER APPROVAL
APPROVED, SY
CITY ENGIN R
OWN BY: DATE INITIAL CHKD BY:
MS/' RVWD BY: CITY APPROVAL
---
,-;,.,<
• E. EXP •
~l,2/01
DA'TE
PROJECT NO. DRAWING NO.
CT99-03 397-2 I
VWD 02-002
'
101904
s
' 2
- - . ,.
!
- -!
!
--{
+-- -,
i
:--
!
I
•• ! -
- ! -- T -
' l -
! ___ -
INTERSECTION PAVING DETAIL
EL CAMINO REAL/ POINSETTIA LANE
SCALE• HOR I Z. I' =20'
I 248
DRY UTILITIES TD BE DESIGNED PER SEPERATE PLAN,
J.\PN
247
' "' ' ',, "--..__
' ' ' '-.,. Cl
' ·.:, :XISTING 30' ''- c:,··
GAS ESMT. '
PER DOC#
FP 151771 O.R.
2 J 5-020-0-4
SUBDIVISION
BOUNDARY
Benn
9 -MfJ9CAN TO B
PLACED PER
D
Berrn
Kimley-Hom
CURB TO BE PLACED
PER owe #389-9
24?
ALTERNATIVE 2 CURB DETAIL
TO BE USED IF OWG #389-9 IMPROVEMENTS
ARE COMPLETED BEFORE DWG #397-2J
and Associates, Inc.
£n,g1neer·Jng, Plannlng and Envlr<mmentol Consultants
517 Fourth Avenue - Suite 301- Sen OieQO, Co. - 92101
Tel, !6191234-94!1 Fox, (619) 234-9433
~
5 CURB TO
BE PLACED
PER DWG
#389-9
246
&GA
BOUNDARY
!VO.
0§]
[ill
DID
~
gg
@I
I??]
~
~
g]
~
' ---j···
I
! --- r.
'
••• r
'
i
--i ...
- !
!-
-'rDP 9F t.to1AN1 cuRs' Is Ci,6 - ,ABOVE EXISTING
PA MENT . . - . .
i
i
E 8-1
TC 278. 94 ,
- . !.
.L
i- -
f -
' !
.... --:· --
R 11
·- -243+05. 67 i
- i
.
!
- L
- --· ' ..... -i -
1-1TcuR'a··
!
! -
- -,
.. - .... ··-.. i. -
I
... ., .. l --
PRbFILE: EL CAMINO 'R"E
fl 2191J3 , '
.c. -
!
- ... 1·-- - - f-
1 - 1· -
SCALE• H R IZ. I ";=40', VERT. I" =8' i i
I -__ -.... ~ _--~---- ... ··1_-_--~L_--... -_-__ ._..._ _ _;_.;...-',....,;._._...;_~....,JL.,.. ___ - .. ~------'----'----'!---~:--~ _.,_ ___ -_-.. -,_,j__...,:_: _---'--'--'-~ I + I Berm
245
SAwcur:
AT EP
J\PN
2J5-o5o-51
244
ALTERNATIVE 2 CURB DATA
OELT A OR BRG. RA!JIUS LE!VGTH REAIMl(S
Ll=o• 12'08" 6988. 00' 24. 66' 8,, TYPE B-1
tJ=O• 54'32' 6500.00' /03. II' 8" TYPE B-1
LI= /'57'51' 2500. 00' 85. 70' 8" TYPE 8-1
N26' 57' 42" W 5. 22' 8" TYPE 8-1
Ll=2'/7'32' I 933. 80' 77. 37' 8,, TYPE 8-1
LI= I 1'07'27' 152.48' 29. 60' 8;; TYPE B-1
LI= 2' 22' 56' 757. 32' 31. 49' 8 ,, TYPE 8-1
N45"22'26'W I 6. 6 I ' 8,, TYPE 8-1
t,=6' 28' 42' 188. 83' 21. 35' 8,, TYPE 8-1
LI= 6' 43' 03' 196. 83' 23. 08' 8,, TYPE 8-1
A=0"03'54" 6992. 00' 7. 93' 8,, TYPE B-1
PLAN: EL CAMINO REAL
40 20 0 40 IO 120
GRAPHIC SCALE I'= 40'
C&G
C&G
C&G
C&G
C&G
C&G
C&G
C&G
C&G
C&G
C&G
243
~ ..... '<
-.J -.J
' '<
?Ji::
bl
'-..
~
• I
" 11';
~QI
!
242
POINSETTIA LAt ~E
SEE SHEfT NO. 6
I bl
I
I
I
EXISTI G i
POINSEt,"IA L\NE /
I •
I I
i
I I
241
h
+
_j
- ,., .
!
- ;
- - ' - -l ---
--!--
I
_[ __ _
LOCATION:
L
' I_ L.
····- ( . j
I
.L
NO.
[I]
w rn
GJ
~
[§]
[TI
I]]
[2J
[@
OD
[g]
[ill
[ill
[ifil
NO.
CD
CD
CD
!-
. __ ,_ -
i
' '
' ... !-•
iw
-PRoF1iE; cutt·
I
-- _j . - . -i -
!
RE:TURN,.
SCALE·• HORIZ. 1•'=40' · VERJ. ;1'=8'
I i
13,6p'
• -J. 17.
• i -
@ __ ,_
I ' ' ' ' ' ' I
PROFILE~ CUR
SCALE,• HORIZ., 1"=40'
i ··- :
... , ...
i
20'
MV
!
VER1. : I" sff''
!
-,
FOR GRADING AND STORM DRAIN, SEE DWG. #397-2H,
CURB DATA
DELTA OR BRG. RADIUS LENGTH REMAh.'<S
I!,= 15"42'33" 75. 00' 20. 56' 6" TYPE , G' C&G
N46"21 '46"W 20.91' 6,, TYPE , G' C&G
i!,=15"12'46" 75. 00' 19.91' 6" TYPE , G, C&G
n= O" 29 '42" 6936. 32' 59. 94' 6 " TYPE 'G' C&G
n= 15'0t '39" 75. 00' 19. 78' 6" TYPE 'G' C&G
N 16 • 32 '03 "W 18.07' 6" TYPE , G' C&G
n=/7'54'53" 75. 00' 23.45' 6 " TYPE , G., C&G
n=89'20'56" 35.00' 54. 58' 6" TYPE , G, C&G
n=91'31 '54" 35.00' 55.91' 6 " TYPE 'G, C&G
n=1'57'53" 6988. 31' 239.65' 8,, TYPE 8-1 C&G
I!,= 180'00'00" 2.00' 6.28' 8,, TYPE 8-1 C&G
11= 1°57'53'' 6992. 31' 239. 79' 8,, TYPE 8-1 C&G
n= 180·00'00" 2.00' 6. 28' 8,, TYPE 8-1 C&G
N60' 04 '00 "E 13.80' 6" AC BERM
/!,= o· 24' 12" 6947. 32' 48.90' 8" TYPE B-1 C&G
CENTERLINE DAT A
DELTA OR BRG. RADIUS LENGTH REMARKS
N29'00' 35"W 236.27' EXISTING CL
n=1·00' 40" 7000. 32' 490.06' EXISTING CL
N33'01 '16 "W 46. 12' EX !STING CL
VALLECITOS WATER DISTRICT
STA288•89 EC ON CE/1/TERUNE OF
EL CAMINO REAL BY,a--&.
'
i--
•• I -
!-
!
- !· ··+
--1- -
--· , .- ... ! ..
'
.. .L
L
1--- ·-------i f
!
. +---
1 ' ... _,
-- -- r
••• f - ---'-----! .. _ .L .
'
CAUTION! I
' . ! .
T
!
-i
' 1-· -
'
i ,_
LOCATION OF EXISTING UTILITIES ON
THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION.
ENGINEER OF WORK
i ,-. _) __
Y J. DEWITT R.C.E. 46579 DATE
REVIEWED BY: V
DATE
W .N
RECORD FROM: SAN DIEGO COUNTY VERTICAL CO/ITROL ~"7 PRESTON H. LEWIS, P.E. {n RS-/800,288•89 R.C.E. 45927, EXP. 12/02 / - 9)J, - 11/u/os ELEVATION: 311.407 M.S.L L4111¥- -~ DA_T_E~ -
DATE
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
INS~CTOR
IMPROIEMElff PL/lNS FOR,
POINSET.,.IA LANE
AT LA cos· A GREENS
INTERSEr:r/ON OF EL CNIINO REN.. & FOINSFJTIA 1./lNE
APPROVED: (JY ,
46•<~~ CITY ENGIN R R... EXP.
PROJECT NO. DRAWING NO. OWN BY:~-
CHKD BY: ~
RVWD BY: fe· CT99-03 397-2 I
VWD 02-002
• \
080103
A = = ~
~
~
~ = ~
~
~
~ ~:
= ~
~
~i
~
~
~
hi
~
~
• ~I
-1
hi
u_):
-n: :r:
... ,
I
'
---• i .•
'
'
'
'
.• ,,~.,~
+
. (··
I
'
---j""
-1-
-! -
'
f
_. l
+--
FOR ST,RM -·--· GR. ADIN /STORM I · •· ····', DRAIN Lf'!ROYEMENTS ' . ' .. . !:! '.
··-+·
t· ---\----
'
'-···
i?~19F A;el A~x ¥*~Vt1f;
PAYEt.£N
. ·r
-_I
i j _ : _ ; ~AA ' ' I i -1 : ~ ('} ()1 ' l. I l
j--.--l-+-......-:-------·
!"" '
_I
' I
' '
( ..
' '
I •.
·(-
.. ") -
. [_
--~--
I
.. I
,-, ..
'
L
' I
i
'
1--
,, . .'.. .
' . ., ___ ,
'.
'
' .,_
,-J ..;,J
-s:· \r..1 ~--· ,ct: 0
--,-., .. 0. ,O :.
i:.t to
-------\;0-·
'~'
,.
+S- ···-jtj ~---·
-I....J-· . -l .... L .• 1.,.,:.
11.J.J h.
j__ .a.u
!I'--l:L,J ,,,., :)!
0 0
gl~
! .r ~
,_
.....
-J
,C);
: 0.
8 1
l2 ! I .
~
-J
~--
9 ····:
'
,11-.
·:,-,1
lo
0 ·g:r~
---1-
µ_
.,,f_J--- '
·(t)--
C!)
,.
""'
.. !
llh -J
' -0
0 c:, ,,;
. .i
.. -~
1,_,
' C,
0 :-1'"' -----1~-~--
i , __ •·1•1 :• l -:
1 '·f'
>.J "' to: to O r..p t.o: tr, O to r-,._: "'1 ; lC) ~ 'C\j, .I.CJ ---. -o ~ I'.... I'--~ tr) i: iii t. <!j 6 ,,_; ~ 'Ii ,;, -.: ·&, -.:
~: I'-.. i "t-t-s..... ...,..., k -"'•;'It K I'<): I'--. : f',j I¾ .-.-'1•r-~l\'__,~•~ ,rt __ ,, --
• 1 . -~ ~~ .. ,'.
I
LEF:.-:c:1.JRB ,.
'
'
••. f
-i--~
·;
i-•
..... !1-i
.l
1 , .....
,-J
i_lol '-'l'o 1 0 a:, ,o
1 . -· i .
a:(.()
•' f ll'li l!)
C\JI 0 ..... ! ., .•
~.-") ...
C\J' C\J
"-<o
• I
¼) :1..0
(j '(()
...
0) '0
~:~
.i
i
..... _,
' l.C :
C\J i
··· L--t ---1-
1-
., ..... t .. ,.L ii-~
&!-~··
Q. <l\J
I'<) oi C)I l,O 6 (,,0 , . Q_ ltl. o-: -LC)
;·?,-·--·,1r .:<
I..O, C\J : _O) \0 i.n: I'.., h, .. LO .. ;.. ·>tt-"T""·· '(N r-..... i-., ...... +·. o:,; 0; ,., Q. , . ..,,, m
I'<) t,...··: ihi t,.._ l'r)l t.(l
C\I: C\J : C\J C\J l\J'. [\J
i
~,-
"' ',., . -j· "' .,-, .• '
.....
..... i½
-"" "'jt ··~·"'
:>;;<::,
---. l -. •
... !')
-~-~
<O 0:,
_:_IJ)_ ~
' .... '. "-0:, '1'1')· ~
:C\l N
·"'i
T
' ' -· ·! -----
' . ·!··
'RIG
-,----
i
' ' ' '
i
I
. !"'
r
-i .
TCURB
' .J .. I
I
I
__ ,_,__ __ ,__ 1-?HA I ""-' I i ; , PRA
,-
_i, --,-
\.
i. .. (_ -
---·+-.... ·!·
-)--
' '
-,
' .. ·i· . -·I
·:· -----:
. --1-
-"-·· ,.
' L
--!-" 1·-·
'
·-7 . .!. ,
. PROFILE: !EL CAM~NO REAlJ.
... , . --1--
.l__
+-
SCALE• :HOR I Z. J·=4of, ERT., 1"=8' ' •..••• 1
' +.
! ..
'
' I
L
' .j t
'"1""' -.
. -+ ---·· l. -
-
I
'
~
,
'.
!
i.
,
'
---! -!
... ,,. --~-l, -
··!
' --·}·
-L __ i
i
.. !.
..... t-•••
~
'
' ,.
f-
i
+ ····1·· _,,.
-../.
·l-· t· ..
' 1··
.
' 1
---\ ..
,
. ' .
'
'
' -,
·'!
' '
'
-: --
\.
.... L.
--!
-!--
I
'
. ""'f
i
.. !-· -·--1'·
.. .I.
·-.!
____ i
i·-·--· ~ ···-. i·' .
'
i
,.
i :
., -...• -l,..
-+--
--+ -
' 1' ••• , • ,---
----r--
----1--. .-t···-···!--
__ ,_
i
+
-! ,,
'. ·+
-+
___ ,
I \. ....
---.~. .. ~ l--·
i
•--~
·<··
. !'"
'
1-----
' ' ·! ·--j----,
I
.i...-
l .. ,.,. '
I
'
-· 1--
--·" ·I---.. J __
!..
--!"
-J-.
L
'
·--i
r --+ --J __ i
.. !---!.-.
-i
i ' ,_ . -~-
·-~ .. -r
-----i
l
i
j
(
,. • f•
·-!
: I -1 -~>< -·-,-
' ·t
i
'
-: -
j··
'
I 243 242 241 ?40 '33~, i ., ...
"'"' _,.,
2-138 -237 ---236 , I FOR GRADING AND STORM DRAIN, SEE DWG. #397-2H • CAUTION!! LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION.
I I, I I
I I II
j
(~)
j.' i
<( 1 i 11 .,-, c
w
I
I I j:: I I~ .......... "';Q<:,~ a:,
I
', wt-::ot I I -.. cs~~<:, ~
I I
I c::, "' ct: c::, :a; '-'
/ / U') I ' 1/ . I~~ I'-"'~ !l::[e ~'
· · !1 ~ J J / •I 1 ~it' ~"'"" t"'"'
Q.
"'' ,./'
I I -=-~ 1.-I ~o'. ::Ja::i (oh "'~~ ~ . I -~r11:1--t/ ;·,., ~ ll;!l:: -..\l! ?.., ...
I I
n,/ ~ J· . "' "'2 ,_, J <l:,'>r-~ ~-"''. ~
I I
I o } r•"t {/ Q:: !l:: " " '< 0:, '-~•
• "',, "' '-' "S,= '" --.1
-'.. I / I I \71 ~ -/ ~ i.., v,'-~ ., "'
,v'' ;, 1 ' ' ~. •• S>"<•~--~;; •
---I // // I \;/ ' I ,x , . ""' • ;"! ,:, f...: :i:: f...: ~ ~ "' " · er" ,""' ' " < , 'o -> > '", a o • , ~ ,;;7_· I 1,->c;~•• •' -o, 08"%" s o ~:~::_ . I a:::,r , ''<! '-,,, Q:: "' .:;j i:5 ~ __, ,._ 3 ,..., c::, '-' -~. ·-. _.1__ •~·' ·"' · _ ... ,,,ia o ~.
---~ . --.L_ ,.,_, }/ . " ., ~ !l:: V)
~~~=-· -: ~<Jc -~ / -----i!q_
--~·,__--J:;;.. _ .. ./ /(' -
,_-. C ·I ·<s: :--:: ' --~//_
s
I
,w·r
~
,/,/
,,,.,.------"_,._,./
--LJ.-------·-•--+., · _, ,--r:,r~ ~, ,-4t· ---:;;;:;;;;;;;:: '--.__ ,/ •"i"' •---.-.--+·--... T=·::---:···-------- :::!_,-_ --, _,OC'·' I • O •--•---i"~tr -----=--=·,,.L_~'-t-7----,,·-----5 -0 ----_____ '""lnr-c;,;:;:c------ ----r-=-.:.·-~ -.. ' ' ·-. a:----~·---. .;7/ ; I-.... ;'·:. I • --' w O -~--• ---=---*- ----------1 ... _ u:r('\I --···--
_,..,,,./'
I
r_,_,--'"_,.//_,.
'_,
g .
lg
.
~ .
~
~
,.., I" (\J 0:,
,,·=,-..
,/
'-
;"
0 0
,-.:
. :z, . ;
~/'-' (\J 0:,
"'"' ~
,, ..
2 ~
V)
e5 i:::
C)
),..
0:,
~
'
~
~I
~' (J :,._
;-;; ~ 0:,
c::,
c.; ~~
"' to "'( "" !l:: • '-' ......... 0::,(..)1..(JCJ
~ C) ~Cl:-....1-.1
:,._ (\J 0:, Q. ~ ~
CC) • ,..,.... V)
• (.'.) :;.; (\J Q:: ~ ~ e5
" ~ • c::, C) i::: ct: "" 8 Q. .... c::, • c., .... C)
~ ij,1
'< !l::'
"'' '
~1~ 'f. Q.
"' ") ....
"' -J
-· .k',.,. \
•• (J -
3 . •-.=~)"~:-~ -~-·:."!tJa· --l-.. , --··-6 -;.1-=--=···· .. ·::;::--·•---- T·--··-• __ ..,__ --k·=' . ' .. _ - / __ ,, ·" • ' ~ ._--_--=.£..:
'1' -----r ;c:zi'~~--. J.--------"I ,ww·---, --.--·--
1 1 m z
1 1
T-·---... _: __ , --.
' I ~I / ~
i,-()"
... ~ -~--i j
-·---__ :--~ .----i---, ... __,,_ __ .
--·~--~ "-•------~---.' -
Klmley-Horn
/'-\
"., I \I 'X
I "'·"' I
I --~
/ i ........
c:J=~ and Associates, Inc.
Enginet:wing, Plcnr"11f'IQ and Envlrornnentcl! Consultants 511 Fourth Avenue · Suite 30!-Son Di.ego. Co.·-92101
Tel: (619) 234·9411 Fax, (G!9l 234 .. 943:3
I
I ~1 I
0 DRY UTILITIES TO BE DESIGNED PER SEPERATE PLAN.
40 !l::
' g . --
•
"' ,,. .
~
'.l:
~li5
PLAN: EL CAMINO REAL
20 0 40 IO 12.0
GRAPHIC SCALE I'= 40'
"
'-l,J
"" ~ .... ...,
CC) .....
~~
0 "'
h'.
!l:: .
~
C,
--,...
")
'l'
"'/'-' ~go:
Lo-r
JVJAP JOOb7
E~-r1sr l'Nc <oo, M S. C
<!(' E4sEM?IVT
~!
;,,: ,._
CC)~ I-.
'-> ;Q -J
...,"' ' 1-C :i:: C,
"' c:, (J •
CJ ,..,
-,>-"'
lo,
~
~ ....
"''
~~ . ;:,;
"'I a '.f I-.
~ c;; ~I
:c:\r
'_,
()
C) !l::
• (o ~
,.., <I: f...:
"' .... I-. '-CC)
• V) (o
"-....
" "' <:, • <I:
0:, "
'l' i5 "" "-f... ct:
~~8
_,,.//.,-/
-
c;;
..... 1.,, _," ..,
' c::,
g~ . ~...:
• V)
" ... ") '< / . "' ,/ O") ,.,.,..,..,,
" ///I'--. 2
~~
.,.,,_,,/
.,.,,,,.,,✓---_,.//
.,..,,.,,.,,.,..,. .... .,.,
/,,,...,·
4 . ___ , ___ ----------
·-----~•-->
j' cc.~~-..:.-· Q ~-
-2f7-ccc/!.c_-o,-
--
G ...
V)
h'.
V) ...,
~
~
~'
!l::
.... I<: Q:: ""
C)~
C) 1:1!! .
0) h'.
• V)
........
M '<:
. "' 0,
:r i5
"-f...
~ ~
~I
Q::
'
~ '
~ ,,,, ____ _
2' -]'.
' ~
CURB DATA
;VO. DELTA OR BRG. RADIUS LENGTH REAIARl(S
I N33"0/'l6"W 222.63' 6"TYPE 'G' C&G
2 Ll= //' 28'42" 290. 00' 58. /0' 6'TYPE 'G' C&G
3 Ll= //"28'42' 3/0. 00' 62. I 0' 6'TYPE 'G' C&G
[i] N33'0/' /6'W. 28. 87' 6'TYPE 'G' C&G
[1] Ll=/79"00'00" 2. 00' 6. 28' 8' TYPE 8· I C&G
~ N33"0/ 'J6'W 253. 70' 8' TYPE 8-1 C&G
Ul Ll=/2'44'22' 250.00' 55.59' 8" TYPE 8-/ C&G
[]) Ll=l2'53'36' I 400. 00' 90. 0 I ' 8' TYPE 8-I C&G
[] N33'0/'!6"W 248.00' 8" TYPE 8· I C&G
[iQ] Ll= I' 22' 46' /900.00' 45. 75' 8" TYPE 8· I C&G
IJZ] Ll= /' l/'46' 5000.00' /04. 38' 8' TYPE 8-/ C&G
CENTERLINE DATA
NO. DELTA OR BRG. RADIUS LENGTH REMARKS
CD N33'0/'l6'W 514. 44' EXISITNG CL FROM 242+86. 77 TO 248+00. ~, ~~~f£SS10,f->"
•? ~~ .---•. '1(~c,, r,,.,, V ----:: 'i'I
f..:;t / \ if>\1
r ~
1 1 TIL(l~Hi ,l~HN r.F111TT \ j]
~ Mo.1t~H ), f:;J
t\ * \ Exp, 1::,,S\)O\~ , */ t\ ~ I
,, '1/: ~ CMl ,✓-;{ ~ /
t,,,r.,._ ~-~ e..~,)
~ /I' d~'\"' 11
~.,P!.U~~
ENGINEER OF WORK
TJ1.lti1H1'J. DEWITT R.C.E. 46579 DATE
BENCHMARK:
VALLECITOS WATER DISTRICT
11AS BUil T
11 ~U,flJ0 tol-u/4r DESCRIPTION:STANDARD STREET SUFWEY MONUMENT LOCATION: STA288•89 EC ON CENTERLINE OF
El CAMINO REAL
RECORD FROM:SAN DIEGO COUNTY VEFrr!CAL CONTROL tt,e
RS-/800, 288•89
ELEVATION: 311.407 MSl
BY,a-{!? V 2--/1 (o,
PRESTON H. LEWIS, P.E. DATE
R.C.E. 45927, EXP. 12/02
R.C.E. 46S';>J EXP. <'./~ /c~ DATE
REVIEWED BY: vw
~-Ca J..~ lffl:
INSl"ECTOR DATE
~ CITY OF l:};,,.RlLSlBi\J[li I SHEETS I
-t----t-------------+---+--+-----1----1 Li_J ENGINEERING DEPARTMENT 71 .
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL !I
IMPROIEIIElff Pl.MS FOR,
POINSETTIA LANE
AT LA COSTA GREENS
llffERSECTION OF EL CNIINO REN. & POINSETTIA /..NIE
APPROVED: dY
A Cu~~-;..,,;,<, !".-A
CITY ENGNEER~C.E. . EXP.
OWN BY: -=~
CHKD BY: ~
RVWD BY: _QI;:{.
PROJELT NO.
CT99-03
2J111ftJ D E
DRAWING NO.
397-21
VWD 02-002
~
i ;;
" ~
" • e
!
0 t " " C
~
~
\,
' '
\
/ ·. ·1 ' '
030603 I
\n~
() -l
:~
I ' i
Cf1l~CPJPEPERC' Nll.5Jll.DWG.IN·34:
WlfH FLANGE X PJ. EGIN CMLfC AT
118~.82 ENOCMLqC A B•05.D5 (MINJ Cl'fl'C
PERAWWA C·e05. P OVIDE INSULATING
BLANKET PER OLIVEJ HAI.N /YIUNICIPALWA1Ef!
DISTRICT STD. DW/i F- 'I 1NH EN THE DI STA NOE
llETWEE.N MfTALLIC S RUCTURES /5 /B"DR LESS
-- ----------
I
I
PROFILE: POINSETTIA LANE
'c rod.oo'
N -2 •. 00%
0 T -7,00%
P 13+15-00
268.28
i - - -- •
•• .l.
-•r·•···-··- +--···< ······I- ··-· ----- --· j._. I ___ J_ ·•--l- ·-···• ... - .. ,- ··- ··---· ,. ____ J_ __ TOP. 0 RIGHT CURB EO~ALS OENTE, !NE FOR TOP ,F 'MEfJIAN CURB ELEV; -0. 41 ', F:ROM STA 9"+40;7, TO FROM:9+JO 00 TO 14+66,25.-· ....._~S:.:,T.,.A _1'-'r+o""in""· .'-'n""--n...,._, SE £....,.s,_,..H.,_T...;4'-''---,-+-...;..J' · ::::::::::::;==::;:=s=E:l:::S::rt=T ';:::2:;:; :::;::::;::::::;;::;;::;~ -T-OP- IJ/i ME/JlAM C RB EQUALS ,C£NT&RL "i!NE
.: ......
' EtEV. +o. 49' OR 18' WU},£ MEqIAN
· · FROM 14-"' i<.25 TO: 15+0&;· ,- .
'
'
- - ; I- I
, E{CALE":HD{lJ .: 1;"•4D' VERI1t••~13•, __ , ,
'.
j
'
-j• - •••.••••
' .
-1-- -- • '
I SCALE• HOR1z. 1"=~0·. VERT. 1"=.e· • \,
=~:__,_ __ ~ ____ • ___ _J_. -•-•--·--•-• -~---· _• --•--~---••-•~-,•---------~-~--•~•~----~.~~-•-•••--·•--•-~•,•-•-•~----=---•-• -~-- ~-_,..._, _________ , ___ ·_• __ ~~-- -----------~•-·· __ , __ •' ----------•-- ~-s~~~•-----~~~,~~-,_~-~_>, ,·,· •---~~---•··--•• ~L~~=------~•---~_-••• __ • _: _• ~-•- - - - - -+-
'
,-
'
'
'
- . j ...
'
- --- - ; - . --- 1 ' 7 ---- -- . ___ ,
' 9
APN
2J5~02~01
10 I I 12 13 14
I
I-
15 16
CENTERLINE DATA
NO. DELTA OR BRG. RADIUS LENGTH REMARKS
CD N58• 30' 38 "E 115.72'
CD 1400.00' 531.06'
CURB DATA
!VO. OELTA OR BRG. RAO/US LE!VGT/i REA/ARKS
[ZJ N58'30'JB'E 28. 98' 6 "TYPE 'G' C&G
,1=21"44'35' I 359. 00' 515. 72' 6"TYPE 'G' C&G
Q] N58'30'38'E 13. 72' 6"TYPE 'G' C&G
8J ,1=2/'~J'33' 1441. 00' 546.41' 6"TYPE 'G' C&G
,1= I 78' 48' 39' 2. 00' 6. 24' 8 "TYPE 8-I C&G
N58'J0'38'E 36. 34' 8"TYPE 8-J C&G
,1= 14'22'59' I 408. 00' J5J. 46' 8 "TYPE 8-1 C&G
,1=/6'57'13' 300. 00' 88. 77' 8"TYPE 8-l C&G
I]]
[IQ]
,1= ll't1 0'54' JOO. 00'
,1=/'24'5/' /391.00'
57. 67' 8"TYPr 8-I C&G f------+---
34.33' 8"TYPE b-I C&G
N58'30'38'E J6. 10' 8"TYPE 8-1 C&G
,1=/4°46'JJ' 1412. 00' 364. 14' 8"TYPE 8-1 C&G
,1=7'16'28' 1350.00' 17/, 40' 8"TYPE 8-1 C&G
FOR GRADING AND STOR~ DRAIN, CAUTIONII SEE DWG. #397-2H. LOCATION llF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIE:D BY CONTRACTOR PRIOR TO CONSTRL'CTION.
RECLAIMED WATER DATA_ (C. =1.W=.D=J====I
NO. DELTA OR BRG. RADIUS LENGTH REMARKS
(D N58"30'38'E 154.89' 1 "PVC /CL 150)
(I) N31"29'22'W 58.00' t'' PVC (CL 150!
G) Li=21"43'36' 1436.00' 544,54' 8" PVC /CL 150!
ALL RECLAIMED WATER LINES ARE IN ZONE 384
WATER DAT A (C.M.W.DJ
NO. DELTA OR BRG. RADIUS LENGTH REMARKS
-I N58°30'38"E 175.10' 16" PVC (C905 CL 165
l-3'E::--t-'---'---=---=---=---=-~--1---+--'--
2 NJ6°00'38"E 3).36' 16" PVC /C905 CL 165
3 N58°30'38"E 15. 72' 16" PVC IC905 CL 165
4 t,=21"43'43" 1426.00' 540. 79' 16" PVC /C905 CL 165
_ __J ____ --'----------~
ALL WATERLINES ARE ZONE .:,75
h (. ")._
~VJ. DEWITT
(
R.C.E, 46579 DATE
BENCHMARK: VALLECITOS WATER DISTRICT
11 AS BUil T
11 DESCRIPTI0N:STANDARO STREET SURVEY MONUMENT
LOCATION: STA2.8B•89 EC ON CENTERUNE OF
EL CAMINO REAL
~ ~//.L..Q, /o/c.,/4!'
/Q_ V ..--;?' / R~; ~(3<:.(o, DATE
~B~Y=~~~-'-?z__, ___ , __ ~ _____ "3~/~1u..bc--.,;, 1-,R=E-v=1E-w=E□-B-Y-, ------.---,-v""w"'D,...,,,DW""G""" . ..,.N"'o--1 RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL
RS-1800,2.88•89
ELEVATION: J/1.407 AI.S.L
~ PRESTON H. LEWIS, P.E.
R.C.E. 45927, EXP. 12/02
DATE
C..... S.C..-./, , 11/v,/os
INSl;tCTOR DA TE
L--+---+--------------+---+---+---+--~I SH6EET I CI1'Y OF CARLSBAD~ ~ ENGINEERING DEPARTMENT LiLJ :==='..:::::========::::::..::=~ IMPR<NEMENT PLANS FORi
POINSETTIA LANE
AT l.4. COSTA GREENS
EL CAMINO REAL TO STA l5'00lJO
VWD 02-002
\
i
. 030603 :
122205 ' . ·.
'
---+
,- --
'
l +
i
l --
- j-
'
I ----t- ---
--i --
i
' _ _,_ "-- --
! --- - - - -+-- -- ---- --'
' I
- '
'
i '
' 1--
,
- - -l
I - I ,-
1 : i
! ! ! !
TP! 2'1;9, $5 ·
---- r,o[24?: ~;,
i I •
- -~--- - ,-- -
Q
---!-.a· +
-- -i ----1-- ---1 JJ') .+-
!
__ , -- ,- --+
----+ ----!---
j ___ _
I
---j
I
------- __ , ___ ,
- ,--
- i I
I , , 1
V4' 7D0,,0Qi'
' i -+ - -i ---t ----j--
\ i
"'-1-, ,, ---,---... ---,- -----
' ' ' ' "'h
i
'
----+
i
--- +-
' ---+--
- -- ---+--
-------r-
---- -+-
- -1 - r -
I
-: -- -I---
--+
'
--+
I
--f-
' \--
' I
' ' ·t -- r-
' '
-l-------i --- 1----
' - _!_ __ _
I
! : I !
--'--t:-±i--L, L
! I l , ---i_~i
. : I :- ·i··-· I~+,-
' ' ! :
-! - -- -, ---+ ___ [_
'
,--
'
I
i
I __ j_ __
!
1 -- ) __ _
!
'
' -- ' --
_J__
Ii :Z.23.$3 i /9.t 9,'19
' i
~9r52,44 _________
1 I __ 1 :Z /. '?I
, tczz ;92 , , rf"'~P.9 •
It------~=-----4..1 c... ! ,;,J .2. /. ~ i
--- /00-.-eQ-' - -- L
, N ;_7, OOrt
' V T l'--5. 60¾
- , P 1 +/ 5, oo -e-----
. 226.28'
'
t
r
-+-----
i
+-- _J __
'
' ,_
---- r- ~ -
LEFT C
i
---- --1-----
'
I
+ -+
RB
:
--ri --- -r-- .l. -
'
TP 1208.
i - - _;_ __ _
' I
- r -
'
-- :rrr ----1--~--
- - - f-- -
!
- -t - -- l
----;-----
-- ·•
'
I
' '
i '
--I -----1
j
, ...
'
- f -
- -1-----
' ' ' ··i ' ___ ; ______ , ___ -- -~--------[ -- ;_ i i - - 1- i FORi TOP OF ,RI HT M[D/ANi Cl)RBi .
-!fRO/,t tsmo Jo 1 +87. ao. -ser SH,. 21
---t
- ipotf- ~/JP; MED I:AN CU,f?a-i
, FROM 19-08 94_ TQ 21+$0 i
-j- ' -- SEEDET IL A 'SHT.J ,
.. --------'----1----i-' ---.'-,i.... .... ....:.-..J ' j__ - 1- -- -+- - -<----
1--
I
J
-- L_
-,
'
- I -
!
- ' __ , -- -
I
!
' - t- -- r--
__ _: --"-----'---- _, _____ _
··i
C£,NTERLl'NE ELt;;,I. -0.4/'[UNLES~ __
fJ-Tt!EflWl1E SMONM. I I - -T
- - '
- 1--- -- - ----;-
--1 -- -i --
-- f---
-l
i
' i
l
---t---
-+--- -- --,---
-+-
'
- - f - ~----
r- +--- l
' ---+- ---~ -___ _,__
i
'
' - __ , - -i---
t -- -1
--'-- - " ----,--
1 ' I
'
'
----<
I
- l_
,-
1 - __ ,_ -
-T
'
-------:----
i
I I I
---- -t-··- TP l207, 2 -- ___ j_ --- [_
'
I
NO.
CD
CD
CD
- '
15 CENTERLINE DAT A
DELTA OR BRG. RADIUS LENGTH
11= 3"16'22" 1400.00' 79,97'
N33"30'13"E 107.25'
11= 18"56'25" 1400.00' 462.80'
0 0
+ --0 LO
w w
<f)
..J
\
\
I
REMARKS
16 PROPOSED DRAINAGE
EASEMENT
,._
"' <.0 .
"' c:,
"'
17 ..J
Cl 1--
Q_ l,J
..J l,J
..J (._) cc
<( co>->-- V,
\/1 t
z ..J
- • ..J t-<(
0 "',._
"' + V)
+ i..oZ
"° ....... ~---
18 APN
2Js~o2~07
"'
c:, "'
h
c:,
.
co
"'
..J
'-<
~
. ::,.
• Cl:
<( ci ci
""ai ai
...
"'"'" ' ' ' "J--
APN
2JS-02-07
19 41.0',RT
TP-2/2.99
PLUG WATER
'
I
I
I
21 CURB
22 ,VO.
IT]
~
Q]
[il
rn
[£]
[]]
[ill
I])
@]
[7iJ
[g]
@I
[HJ
@]
[@
cm
[@
@]
~
CURB OATA
DELTA OR BRG. RADIUS LENGTH
Ll=3" /5'50' I 359. 00' 77. 42' 6 ,,
N33° 30' l3'E 107. 25' 6 ,,
Ll=l8"56'25' 1441.00' 476. 35' 6 ,,
Ll=J" /6'52' 1441.00' 82.52' 6"
N33"30' /3'E 107. 25' 6 ,,
/F/2°/0'47' I 359. 00' 288. 89' 6,,
Ll=5"24'04' /359. 00' I 28. I I '
Ll=/"21'34' 1359.00' 32.24' 6 ,,
Ll=3'/6'15" /391.00' 79. 41 ' 8,,
N33'30' /3'E 107.25' 8,,
Ll=/1'05'23' 1409.00' 272. 71' 8,,
Ll=6°49' 18' 400. 00' 4 7. 62' 8,,
LI= 175°05'08' 8. 00' 24. 45' 8,,
LI= 172" 22' 26' 2. 50' 7. 52' 8,,
Ll=2" l2'35' /399.00' 53.95' 8 ,,
Ll= 4' 17' 39' /350.00' IOI. /8' 8 ,,
N32"09'58'E 54.29' 8 ,,
Ll=/4"20'04' 1391. 00' 348.00' 8,,
LI= 5' 46' 39' 450. 00' 45.38' 8,,
L\=0'21'40' /39/. 00' 8. 77' 8 ,,
' -j -
REVARl<S
TYPE , G, C&G
TYPE , G, C&G
TYPE , G, C&G
TYPE , G, C&G
TYPE , G, C&G
TYPE , G, C&G
6 11
AC BERM
TYPE , G, C&G
TYPE 8-1 C&G
TYPE 8-1 C&G
TYPE 8 1 C&G
TYPE 8-1 C&G
TYPE B-1 C&G
TYPE B-1 C&G
TYPE B-1 C&G
TYPE 8-1 C&G
TYPE 8-1 C&G
TYPE 8-1 C&G
TYPE 8-1 C&G
TYPE 8-1 C&G
--i
FOR GRADING AND STORM DRAIN, CAUTIONII SEE DWG. #397-2H, LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION, RECLAIMED WATER DATA (C.M.W.DJ
DELTA OR BRG. RADIUS LENGTH REMARKS
11=18"56'25" 1364.00' 450.90' 8" PVC (CL 1501
N33"30'13"E 107.25' 8" PVC (CL 150!
11=3°16'48" 1436.00' 82.21' 8" PVC (CL 150!
{5. 00 "I
WATER DATA (C.M.W.DJ
NO. DELTA OR BRG. RADIUS LENGTH REMARKS
11=3"24'06" 1374,00' 81.58' 16" PVC (C905 CL 1651
2 n~1s 0 J2'19 ✓✓ 1374,00' 372,63' 16" PVC ( C905 CL 165 ! 3 N33°30'13"E 107.25' 16" PVC ( C905 CL 165 J
4 11=3"16'41" 1426.00' 81. 59' 16" PVC (C905 CL 1651
5 N35"15'47"W 15. 08' 10" PVC (CL 150)
ALL WATERLINES ARE ZONE 375
03 DEWITT R.C.E. 46579 DATE
BENCHMARK:
DESCRIPTION:STANDARD STREET SURVEY MONUMENT
LOCATION: STA288•89 EC ON CENTERUNE OF
EL CAMINO REAL
RECORD FROM: SAN DIEGO COUNTY VERTICAL CONTROL
RS-1800. 288•89
ELEVATION: 311.407 M.SL
VALLECITOS WATER DISTRICT
R.C.E. ___ _ EXF. ___ _ DA1"E
2-2.•-•J REVIEWED BY: V
RESTON H. LEWIS, P.E. DATE
R.C.E. 45927, EXP. 12/02
INSPECTOR DATE
APPROVED: &r ,
Kimley-Horn PLAN: POINSETTIA LANE 4&e+:rr d~vv~ ,era and Associates, Inc. c1rY ENGINEEV R.c.~ EXP.
Engineering, Planning and EnvlronmentalCansultants 40 20 0 40 80 l20 OWN BY:____ PROJECT NO. - ·1 □3RA9w71N_G 2No1. 517 Fourth Avenue - Suite 301- San Olega, Ca. - 92101 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: _ __,_ CT99 03 Tel: 16191 234-9411 · Fax: 16191 234-9433 GRAPHIC SCALE I'= 40' ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RYWD BY: ~ - L.::...:.:~....:.::....::~--------~~~~------------~~====~~~~~~~~~~~~~~ i !
• •
VWD 02-002
/
,030603
100803
_j__ -
1- - -'--- -
- - -1--
+-'--
I I l ---r
I ___ l --
' !
----1 --·t
I
I
+---
I
--~•-----!-
! - I ----- --
'
1 !
____ , __ -+---L..-
--+-- - -+--
' - l
- ---~ --
'
1 I
j-
,J
i
I
21 - j. -
I
'
) - - I -
' ' _[_ __ _
----1-- --r --- ' -- --r-
j__
-- -i
I
--+
'
, __ ----~ --t---- ------i----~--
-- __ j_ - _____ , --
- !
I
_,_ - - .c- -
22 \
'
---1-
i
-1---
-!--
' -j-----1--
\
-J
'
-- - --!--
' i
!
i
-,
·- --- ~- -- --l- , ---i----
IGf NA~ fROONQ 111 if. -
' ' '
' -- -+--- - [ ____ _
23 -f -
' ,-
24 ~
-J
c:,
"' "'
--- :__ - --i--
c:, c:,
'l' ~
l.>
" "' c:, -J ...,
. " 2~
- 1-- -1
i i
URB ' .. ' . - -
__ l_ ----
- _,__
'
(RE LAIM DJ ( 84 Z NE! ! ',- _j _ _ ztW-i _
I ""'I"'- i ,
' '
- ,---- <--+- '
'
!
--- --:--
' f
-_:__ ___ ----+--
! ' --------- ' -- --·- -- ---1-
!
---+
-!- -T ...,_J i I.Lil
r:cn s) '
.....
~:
-1---
-,--
--- I
+---
i
-1----
__ , __ ------ '--- i
!
- - \-----j---
-- --- r------
-j
i
: '
- --~ ---1
'
i
- '
I
'
!
I---
'
I
- _J
J_ -1-
_, -
!
-l --<- -- '
-- ----+- - - 1· _j_
i
- J ______ , __
!
!
-1- -
'
I
1---
l
-,-
l - --
I
-r:=F::::OR::-::$::Tc:'OR::::M,.,...,,D""""A.,.,I 1,-::S,::E.,,.!,E - -,-
GRAD I NG/STORM I
- i- - .l·---~-----l--
1 I ,
i -- i
-i - -- .
'
- _l._ -~-
- -- t- -
-- ---- - -,----
'
I
'
_j_ __
'
-- j_
- --i -- - -: -
-;--- -+-
----~- -- ~ -- -+---- --;--- ---1- - - - - --(- - - l
__ ; ____ 4 ____ J _____ ~----+---_! ____ , ___ + '
i
--< - - - -'_ ---i-
i- --l-
i
i-j'-
' ---
---- -r- -- + -
-- +- --
i . , ---- _L
i-- _,_ -t-·--+-
' -+- _J__
i
I_
, J :
' -
' '
' - 7
I
----4---
_, __ _
'
!
- ----L
--4-- ' !
! --..__~ --!---- .i --1----- ______ j -- ------}-- - ---! - - ' - )_____ T _______ J_ _ ___ j __ t- -- ------ ~ - -- - ------ , 25 I .___
---- '
I
" I
----'"--, , I
! ........ _~---- '1
' ' ... i l :- --
- --- 1- --i- --1-- -----, ---1---
,
26 i
·t:::_--=1----- _, __
I : -"- r---
i -,-- --,
'
1 i
· r- · -- 1
I
- - ,--
' I
- _[__ --!- --
!
' +--
27 ----------
--- 1 -- _.;_ ____ _; -
, TP 170)39_ - -;--· - --- -• - -----r-----7-- r-
TP I69B9
1- ----i I- -
I
_, - _, __ - - '------
28 ' - - - J_
!
i
_[___ J ---+--
- - .l
_,
- -- -r ---+-
CENTERLINE OAT A
#0. OELT A OR BRG. RAO/US LE#GTII
CD 1J~22· 33' 31 • 1400. 00' 551. 21'
CURB DATA
NO. DELTA OR BRG. RADIUS LENGTH
[D ll= 22' 3 3' 3 I " 1441.00' 567.35'
[I] ll=22'33'31' 1359.00' 535. 07'
CT] ll= 7' 53' 52" 1399.00' 192.84'
0 ll=7'31'25" 350.00' 45.96'
[§] ll=l2"29'19" 350.00' 76.29'
[§] ll=9"41'45" 1409.00' 238. 43'
[I] ll=22'33'31' 1391.00' 547. 67'
BENCHMARK:
t
- ____ L --~-- --r
' !
REl,IARl(S
REMARKS
6" TYPE , G,
6" TYPE , G,
8" TYPE 8-1
8" TYPE B-1
8" TYPE B-1
8" TYPE B-1
8 " TYPE B-1
C&G
C&G
C&G
C&G
C&G
C&G
C&G
- -- -y---
--- --- -L-,
'
i -
' !
-- --l- -- ---1---
I - -
' __ j
j
I !
---'------!-- - _J___
'
!
I
'
FOR GRADING ANO STORM DRAIN, SEE DWG. #397-2H,
CAUTION! I LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR
PRIOR TO CONSTRUCTION,
RECLAIAIEO WATER OATA (C.AI.W.0)
#0. DELTA OR BRG. RAO/US LE#GTH REUARl(S
(i) !J=22'33'3I' 1364. 00' 537. 04' 8" PVC (CL 1501
ALL RECLAIMED WATER LINES ARE IN ZONE 3848" PVC (CL 150! WATER OATA (C.AI.W.0)
#0. OELT A OR BRG. RAO/US LE#GTH REUARl(S
( /J !J=22' 33' 3 I' 1374. 00' 540. 97' 16" PVC (C905 CL 165 i ALL WATERLINES ARE ZONE 375
o.3
R.C.E. 46579 DATE
VALLECITOS WATER DISTRICT
DESCRIPTION: STANDARD STREET SURVEY MONUMENT
LOCATION: ST A. 288•89 EC ON CE.NTERUNE OF
EL CAMINO RE.l>L
RECORD FROM: SAN DIEGO COUNTY VEffT/Cl>L COIITROL
ELEVATION:
7·30·03 l<lffl
RS-I800, 288•89
311.407 M.S.L
€ /St
REVIEWED BY: V
RESTON H. LEWIS, P.E.
R.C.E. 45927, EXP. 12/02
DATE
A.I> C & ■, ,1,,1,s NW ECTOR DA TE
~ c:i'r it OF c:A RH,SBi1._D I sHEETs I
1---+--+---------------+-----l--__::,,.,l!_ _ _j__ _ __J ~ ENGINEERING DEPARTMENT 71 i-------t---+----------------+-----1--+---l----l IMPR<NE.IIENT PUNS FOR,
POINSETTIA LANE
AT LA COSTA GREENS
sr A. 2r!!i(JIJO TO C•50IJO
APPROVED:
Kimley-Horn PLAN: POINSETTIA LANE ,-,t,,./~ w-d~~ .F,~ andAssociates,lnc. ciTYENGiNtER iic.E. EXP.
Engineering, Planning and Environmental Consultants 40 20 D 40 80 120 OWN BY: PROJECT NO. DRAWING NO. 517 Fourth Avenue - Suite 301- San Diego, Ca.- 9210! DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY,-,,-o.1-- CT99 03 397-2] L.:T:•::.I: _1:6::19:_J 2::3:4.:.-9:.:4:11 _ _:F~a::x:._, _:l:61:91'._'.2'.:'.3:4:_:-9:4:.33~--------------------------------~G~R~A!P!H~IC~~S~C~A~L~E:_!1'~=~4~O~'------------_:_ __________________________________ !:;:EN:G:IN:EE~R~O~F~W~O~R~K ~====~~~~~~~~~~~==~~O~TH~E~R~AP~P~R~O~VA;L~~C~IT~Y=A~P~P~R~OV~A;L:;!:~R~V~W~D~B~Y~: ~'-~~~~~==~~~~-~~=~~~~~~:!J t VWD 02-002
~00803 ,
f
i__
!-
!----
!VO.
CD
CD
CD
EL 175.39
TP ((0.89 -l-
TP !~9.$
: ' '
! ; CX)
- '
·---6 --·, -;z
L~
- ' l.41- ;
'W
Jt ;u,
DELTA OR BRG. RADIUS
N75•00'09'E
,l= I 3" 35' 02"
N6/ • 25' 07' E
1400. oo·
• ..... coo
·+ 0 "' z"' ,_ .
fJ.J ~ fJ.J Cl)
::c
Cl) fJ.J
tfjz
Cl) ::::J
::c
~
I I
I
Kimley-Hom
and Associates, Inc.
i____
LENGTH
246. 79•
33 I. 92'
120. 08'
I
Enqfneer-1ng, Planning and En,.:l'r·oomento! Consultants srr fourth Avenue - Sulte :!Oi- Snn Diego, Co. - 921ot
Tel: (619) 234-9 1111 F<Jx·~ {Gi9) 234-943:1
-· ·· -T-,o/PtA-·'4"-- 0. \--
S_TA _[27?-6 ._66
. t'o'); ;_ .o. JJ). ,; .
l' ~: ·co-- <..0··(
;C\i-i_
-j--
RE41ARKS
·•--,,",, -. .
-----j8'~\--
- ]' .
'
- I
-----1---.._ ' ... -···-· ....... , """
\--
1 '
__ j
'
' ,, :,
' ' ' ' ' '
ORIGIN~L:GR UND <P £
--- i ---
'
' -·-:
! i : ' :
F/NJSHGRADE@ q_
. l ... - --·-'
' ' ·-- '-
_j
i
I
: ii,- ____ ( _____ ; __ __! ___ ; ... ,.;_,, __ : ________ J. _____ ~ ___ J., ... ! PROFILEl POI _ SETTIA LANEi
NO PELTAMB~ RA?f(JS LJ;NGrH l,:::::::+;:::::j::==:==::;:::=::==lr===:::::::::t::::::::::=:::::::::t==;:::;::;:=+:~ ~4.t:.,,,_,• Oc__'.:_:l'lc_':.:1'_''~-+'-=3..:.7.:::9·.::0.::O_' -+-5.=-:..c70:..'_+--':.:2~"_,D:::;l?'----"(C:.:L:..·350=)~,it N,r i.so1• 12.aos · rz" 1J1P CCJ.-'JSO)' *
f1E.M/!RK5
NJO"OO'S'f• W 78.0I' · 12' 0/P(CL-JSO) -
* NOTE: THE 12" DIP RECLAIMED WATER FORCE MAIN AND DIP
SEGMENTS OF THE WATER MAIN SHALL BE INSTALLED WITH SACRIFICIAL ANODE CATHODIC PROTECTION & PDLYETHLENE ENCASEMENT. SEE CATHODIC PROTECTION DETAIL SHEETS 23-26.
==----
-- 9
--
Pl 34f/B,. 00
125.413 , -
'
'
I
- -I -
URB
-·-l
·- ,I
.. , ..
TOA-OF kt GHf Ji_i. f r:ii#B EQUALS CEN,TERL IN
L&V. -Q. 41 ,UN ESS OTHERWISE SHO,WN, ··- ,
'
: !
• ,·--- - - 1 -
i
... L
i-
-- r
.L ---t-----f--
1 I
--+-- + ---~ - ! .. j .... __ .,t __
I
"'"I '"
r--·
---+ ----- -
•••• I
I ,
I
t·- :·
t---
' '
- ' ---..;..... ___
1--
- i - - -1- -· J_
'
LENGTH
6 ., TYPE , G • C&G
6 ., TYPE • G • C&G
[Ij N61•z5•07•E 120.08' 6 " TYPE 'G' C &G
EX Is TI NG 20 • ESMT. I V. w. DI -=-;;;;;;;:;;;,, t--G]ae4aa-+N_75_·_o_o_·_o_9_' E--+----+-2_4_6._79_'_r6_"_T_YP_E__,'_G_' _c_&_G-; PER DEED REC 1/27/69 - @] ll=/3°35'02" 1441.00' 341.64' 6" TYPE 'G' C&G F /P#15564 O. R. t-·r71a:6aa-+N-6_/_•_2_5_•_0_7_• E--+----+-l-2_0_0_8_'_t--6~ .. -T~YP~E-'~G~' -C~&-G-; 1 :C" PVC FORCE MA IN I CARLSBAD! t--e=l."clea--+--------+-----+--·---+---------< TO REMAIN---------~ [II N75"00'09'£ 246. 79' 8" TYPE 8-1 C&G 1 o' SEWER ESMT. 1 CMWD 1 "- 2,,, 1-1 \ "' :::- t--e=[]]ea--+--,i-=-,-3-• 3-5-• o-2-.----+-,-3-9-, _-o_o_•-,-3_2_9 ___ 7_9_•,_.,c-8-.. -T-YP_E_B ___ 1_c_&_G.,.
PER DEED DATED 2/13/98 't'1 " ':' -- ---
DOC# 1998-0077512 10' , I II -- -- t--[.'illae9aa-+N_6_1_"_2_5_'_0_7_'E_-+----+-'-2_0._0_8_'_t--8_"_T_YP_E_B_-_1_C_&_G-; EXISTING 12" D.I.P. /V.W.D! 1 \'. 1 \ 1 10' EXISTil'.G 10' ESMT./V,W.D! [!Q\ N75•00'09'E 246. 79• 8" TYPE 8-1 C&G 2 TO REMAIN '", ,, I 1>i I \ '1 IND RECORD! H==f-+-------+------1-----+--------, ,_ 1 I \1 I \'' 1 1 .,,--EXISTING 20" SEWER rv.w.01 [II ,l=/3"35'02" 1409.00' 334.05' 8" TYPE 8-1 C&G ~ ! ~ lg ~ , . 1, " \ 1' i~"!!'ftJ~jA_i~NDON PER =~=1z:===N6=t=•=2=5=•=0=7=• £==============/=2=0-=0=8=•===8=,,==T=YP=E==B=-=1=C=&=G= c:, ~~ ~~, c,• Si ~-i••. I , \~EXJ<;TTNC 16" TECH/TE SEWER /V.W.O! ~ --1 ~ 1$ ¼i ~: ;;r; g, _ , ' ',....,-'(; \ REMOVE/ABANDON PER OWG #397-2H §9..k~ ,:.:/"':<! -.i; 1 \I f..'.
.... ~ ~- ~t IC~ I I I I :i:
'< ~::,. ~i ~lf~,t!\-~\I 1 -."·_l_--;JJ~- -~ '" _ ~~~ai;1 (S: V, ,-- 11 :i: .s'. - - RECLA/A/ED WATER DATA (C.AI.W.0)
#0. DELTA OR BRG. RADIUS LE!VGTII RE41ARKS
(j) N75' 00' 09' E 246. 79' 8" PVC /CL 150)
0 ,1= 13" 35' 02' 1436.00' 340. 45' 8" PVC !CL 150) \.J~j~~~\!tb~ ,.._\ ml\R'\-- ~-<.:, -~70 ~~ljj~1u~1:1~., ~_11j__.:.1-- ~-c:,-- ' ~ "i::,; o:::~ ~ Q.c:9-"1.1 I\ ~ .a:: ~ \'.: 0 O
~!\j lg~~~~_;:l ~·' -
1 ;. µ,-. f-.- ~c:;, '.c> ",q'+ ,- ALL CMWD RECLAIMED WATER LINES ARE IN ZONE 384 ~"' "'-•~~ . . l Vl~ C\J ;'<~ - "' , . • I "- - ll.';;s..__~-
d ': ()
(l) N6/ • 25'07"E 120. 08' 8" PVC ! CL 150)
<t:Z
~ 1-w
LU
LUJ: z fj)
---' LU
WATER DATA (C.AI.W.0)
NO. DELTA OR BRG. RADIUS LENGTH REVARKS
I i} N75"00'09'E 246. 79 • 16" PVC /C905
12] ,l= 13" 35'02' 1426.00' 338.08' 16" PVC IC905
I 31 N61"25'07"E 120.08' 16" PVC IC905
ALL WATERLINES ARE ZONE 375
' ,'
--l--- ·~ -\- -
' ·• - .... .L .
FOR GRADING AND STORM DRAIN, SEE DWG. #397-2H,
CAUTION 11 LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION, CL
CL
CL
r;
3, 6 I
,__ __ 6'5" TYPICAL BOTH SIDES_
t---------6/oll•--------,
EOUA&r.--hEOUA~QUA
SPACING I SPACING I SPACING
3," STE£
ROD
2 ..
2%
6.,
1/8
ELD 12" OF 1,/' PROOF
COIL GALVANIZED STEEL
CHAIN
GAL V STEEL 2"
SCH 40 P'PE
4 .. ~< STEEL GATE DET1\ll
fp,;;~--'- NOT TO SCALE
CONG FOOTING 520C-2500
165) ENGINEER OF WORK
165)
165)
'
J:LU
--u fj)
-;ec - ._ 8 ·,·_
------:i.:.J1-cv
DEWITT
WATER DISTRICT
R.C.E, 46579
0 AS BUil T
11 VALLECITOS
DATE
II -
....,._
PLAN: POINSETTIA LANE
40 20 0 IO l20
GRAPHIC SCALE I'= 40'
i i
.;;::::: _'< BENCHMARK:
:'2;: DESCRIPTION:ST<NDARD STREET SUFNEY MONUMENT
" __,
\
LOCATION: STA2.88•89 EC ON CENTERLINE OF
EL CAMINO REAL
RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL cc«(
RS-/800, 2.88•89
ELEVAT[ON: 311.407 MSJ.
5'//,J/aJ /FHA REVISE[) 11." RCW {V.W.Dl
7-
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
,q f) --7 / '~~a "":;;s
=BY""~---~~(;/~-- __ ,#p( ___ __,,e:,,"'-'-(_._z-1.'b.,,:,,, l--::R"'E"'v1"'Ew"'E'""D,...,,,BY"",-------r--cv""w,,.....,""w"'G,... N"'os-1 PRESTON H. LEWIS, P.E. DATE
R.C.E. 45927, EXP. 12/02
DATE INtTIAL DA TE INITIAL
OTHER APPROVAL CITY APPROVAL
INSP CTOR DATE
SHEET
9 l'lT'Y' OJF Ci~ .. RLSBAD I SHEETS I
ENGINEERING DEPARTMENT 71
IMPROIEME/ff PLANS FORt
POINSET··1A LANE
AT LA COSTA GREENS
SfAl!T-!fOJJO TO :s4'00IJO
APPROVED:$,1'.' •
4.( ~ ~~ &"-CITY ENGIN R R.C~ EXP
DWN BY, CH K D 8 Y ,~~c-c---
RV WD BY: 2,w
PROJECT NO.
CT99-03
DRAWING NO.
397-2 I
VWD 02-002
, 030603
1 '080103 !
100803
.L
i
NO.
CD
CD
CD
> _([, ..
- '
' ' '
--1
TP
TIP
l -
126.09
125, 09
34 35
CENTERLINE DAT A
DELTA OR BRG.
N61'25'07"£
6.=0°51
1 55
11 N60" 33' 12 "E
RADIUS LENGTH REMARKS
5/9.37'
1500-00' 22.65'
0 0
+
57.98'
-------------...__ F~/ __ -----.... ___ ____
-------------~
.- ·-
I lP' PEDESTRIAN
ACCESS EASEMENT!
I
°' '-.::I"
'Pl 34+15. 00 '
125--48 . - 1
I
1--
L ..•
36 • (V)
0 .
z~
'' ' > ,.-,: ·.- .... ··· --: ,. -.•·
·IICI' ..... -'.,.·.·-·..,.... ........ -... -- .·.. < --.•··•·-. . ..·... • .... ,.;..;,,-i..· .. · ................ - < . > >~ / . -.,·.·· -. -; ' ; ' I- (/) w
Ww
Iz (/) -w w
(/)
Kimley-Hom
....I
I
u t-:
~,
and Associates, Inc.
-r
Engineer-ino, Planning Gnd Erwlr- onrrsetrtnt Consul tents 517 Foucth Avenue - Suite 3'Ji - Son Diego, Co. · 92101 Tel: (619J 234-9'1!! Fox~ (6-9) 234-9433
- •.• 1 - ••
'
.. "'' --! - i
. . ... ,..
'
:;-,--'.-,- ~ - -+- -
.,,- ",.., I -:-"t°.~ ,, ·,
··"-·
'
37 R()N PER
vwu :,1 '" \
PLAN: POINSETTIA LANE
40 20 0 l20
GRAPHIC SCALE I'= 40'
·- '--·- i - -, -
'
I : , •. , .. 1
IAiLANE
39 EXISTING SEWER ESMT.
_,(CMWD!PER DOC #0605498
DATED 12-1-,;_97 •50.oo
~__...::c---Flt. J[l{\
---~, ~
• - C •.-•,;
- - i - -
·'·· ---
.. i
' !- 1--- ., ..
40 w w
(/)
---, . ._ .. )..," ., ..
'
CURB DATA
NO. DELTA OR BRG. R,4/J/1/S LENGTH
[2J N6/'25'07'£ 519.37'
0 /J=0'51'55' 1459. 00' 22.03'
[II N60" 33' l2"E 57. 98'
8] N6/'25'07'E 519.37'
[l] /J=O" 5/ '55' 1541.00' 23. 27'
[§] N60"33' l2'E 57. 98'
[11 N6/'25'07'E 519.37'
[]] /J=0"5/'55" 1491.00' 22. 51'
[ill N60"33' i2'E 57. 98'
@I N6I' 25'07'E 420,42'
Iii] /J=8'55'06' 425. 00' 66. 15'
~ /J=8'03' 12' 425. 00' 59. 74'
@I N60' 33' 12' E - 54. 20'
WATER DAT A (C.M.W.D)
NO. OELT A OR BRG, RADIUS LENGTH
/-.
N60'33'12"E 57.98' I
2 t.=0'51 '55" 1526.00' 23.04'
3. N61'25'07"E 519.37'
- -l
• •• I ·•-I - - ,_ --
· ffv?F Z:~1f/bWf_fsf~i1Hf~~1~fi§ ~ii~if[Nt ...,.-,-+-----,-~--+·----•'--.;.·_,....+-_....,_..., _: -- -j RE!IIARl<S
6' TYPE , G' C&G
6' TYPE , G' C&G
6" TYPE , G' C&G
6' TYPE , G, C&G
6' TYPE , G' C&G
6' TYPE , G, C&G
8' TYPE 8-1 C&G
8' TYPE 8-1 C&G
8'TYPEB-I C&G
8' TYPE 8-1 C&G
8' TYPE 8-1 C&G
8' TYPE 8-/ C&G
8' TYPE 8-1 C&G
REMARKS
16" PVC IC905 CL 165!
16" PVC /C905 CL 165)
16" PVC (C905 CL 165 J
! . ,.
---t r
' . . f· -- ~--
i
'
; !
••••••• "''"j""
' ' -
-· .
'
i
!
- I
•
'
' - ---! -
.J -
.. r
- !
r
-- - .L .. -
' '
CAUTION I I FOR GRADING AND STORU DRAIN, SEE owe. #397-2H, LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION.
RECLAIMED WATER DATA (V.W.D)
NO. OELT A OR BRG. RADIUS LENGTH REMARKS
/1\ N60'33'12llE 57. 98' 12" DIP(CL-350!
/2\ t.=0"51 '55" 1478.00' 22-32' 12" DIPICL-3501
/3\ N61 • 25 '0 7 "E 519.37' 12" DIP!CL-3501
<If NOTE: THE 12" DIP RECLAIMED WATER FORCE MAIN AND D~
SEGMENTS OF THE WATER MAIN SHALL BEINSTALLED WITH
SACRIFICIAL ANODE CATHODIC PROTECTION & PDLYETHLENE
ENCASEMENT. SEE CATHODIC PROTECTION DETAIL SHEETS 23-26.
RECLAIMED WATER DAT A (C.M.W.DJ ux
NO. DELTA OR BRG. RADIUS LENGTH REMARKS
(i) N60' 33' 12"E 57. 98' 8" PVC !CL 150)
® /J,=0"51 '55" 1536.00' 23.19' 8" PVC /CL 150)
G) N61 '25 '07"E 519.37' 8" PVC ( CL 150)
ALL CMWD RECLAIMED WATER LINES ARE IN ZONE 384
_,,_ PIPE LENGTHS SHOWN IN DATA BOX AND PROFILE ARE
CENTER TD CENTER. SLOPE IN PROFILE IS CALCULATED
USING LENGTH FROM INSIDE FACE TO INSIDE FACE.
ENGINEER OF WORK
ALL WATERLINES ARE ZONE 375 DEWITT R.C.E. 46579 DATE
BENCHMARK:
DESCRIPTION:ST,WDARD STREET SURvEY MONUMENT
LOCATION: ST A 288•89 EC ON CElfTERLJNE OF
EL CAMINO REAL
RECORD FROM: SAN DIEGO COUNTY VEFrr/CAL COIITROL 'f'/,<'l RS-/800, 288•89
ELEVATION: 311.407 M.S.L
1-1,c,a, k#/1 1:. raeo rl!J2 @el!VICG~ sa+oo.oc
VALLECITOS WATER DISTRICT
BY:~(;/. ~(1fo1
PRESTON H LEWIS, P.E.
R.C.L 45927, EXP.12/02
DATE
~ ,cITY ,oJF CARLSBAD I sHEErs I l-----+---+--------------+---+-~L---1----1 LlQ_j ENGINEERING DEPARTMENT 71 I-----+----+-------------------+----+---+---+----<
IMPROIEI/Elff PLANS FOR.
POINSETTIA LANE
AT LA COSTA GREENS
STA.$«xJiJOTO,f(),()()IX}
I
APPROVED: SY 1 /.,
1-----+---+--------------------+-----11------1---+----1 A :< ,,,,i;;,,,;t vr odr i<- JC:eA ~,,. J l----+------1------------------+----+---+----+-----1 CITY ENGINrtR R.ii!f. EXP.DA TE f--C-DA __ Tcc.E __.__IN_IT_IA_L +--D_A_TE___,_I_NI_TI_AL--1 ',,sR_,_;KWN'.!!DD~Bo=.JBY:!:_,:··-=~=·=-1 ~C99-03 ] 397~ 2°i OTHER APPROVAL CITY APPROVAL _' - ~
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
VWD 02-002
I
' ! 100803
-0
~
-.l
'-t·.
' '
' '
' '
'
-- I -
... {-
i
.•. 1.
RIGHT CURB
40 41
CENTERLINE DAT A
NO. DELTA OR BRG. RADIUS LENGTH REMARKS
CD NGO• 33' 12 "E 185.01'
CD f;.c/6•56'08" 1404.00' 414.99'
• I - •
4+0.ii
-10 TYRE B-1 C'h-i-
TC 11 7 J 19 .
; I '
41+85.61,
P-t -116,, 86 -
' 41+ .'6
- L 116.37
., .. ,-,-
' 42+o9.59
PR
'/JTU!e£ lll!CIINTE £
Pc~ lJW6, 89?-2f'r
···i·
'
- -i-
- ! -
NO.
i
-I ·c ··· -
.. l ...
-· --- .1-------l------:-
'
I
- _, .. :--
45 RECLAIME WATER DATA
DEL TA DR BRG. RADIUS LENGTH
ll•20' 55' 18" 200 OD' 13,03'
N 25° 44 '42" W 8,/5'
N 25' 44'42"W /4,5'i'J'
200.00' .31. 5~'
N34'41'8':l"W /4,48'
46 REMARKS
8" PVG(CL·/5/JJ
8" PVC (CL- 150/
B"PVC (C/:1!:JO)
B"PVC (CL·/50!
B"PIIC (CL· 150)
I
- --i--
- - - '
'
'
TOP /J RIGHT/LEFT CURB EO/JAL'S ENTERL IN
LEV. ~o, 4 /' UNLESS OTHERt/lSf: HOWN. ·
' • I
T°!ofto ft141~;,.o~~R8F~O
SEE [}£"f-,/t IL: 8-\SlfT • l· i --
Df,LTA DR BRG. , RADIUS 4ENGTH ,REMARKS- RJ1[)/IJS ll!NSTH ,--
'
:soo. 00' :4.3, lii9'
300, oo· •97'.62'"
'. I 5.00'
CURB DATA
NO. DELTA OR BRG. RADIUS
IT] N60°33' I2"E
[Ij /;.= I• 26' 50"
11] a=1•05•12·
[II /l=J0·41'40"
[[j N60" 33' 12" E
[I] a=o·21•4s"
[I] i;.=9°32'18°
I]] a= 112· 15' 59'
[fil /;.=17~•52•31•
H;a;;!.--1----
[iQ] C,=9° 59' 12·
III C,=3· 11•41•
lg] /l=8°33'58°
@] C,=1°26'10'
[BJ N60'33'12"E
@] n=2· 13'46"
[jfil N65°00' IO"E
@] l;.=9°21'54'
llfil N60" 33' I 2" E
~ t;.= 2° IO' 05'
1445.0'
6370.06'
1444.00'
1413.00'
270. 00'
2. 50'
2. 00'
1402. 00'
780. 00'
1396.00'
400. 00'
I 363. 00'
I 364. 00'
1405.00'
IZ" PVC tCL·/501
12" PVC tdL-I50)'
~• five: (CL-1501
6" PVC' CCL· 1501
LENGTH
185.01'
36. 50'
120. 83'
269.53'
185.01'
8. 96'
44.95'
7. 52'
6. I 0'
244. 37•
44. 85'
208. 7 I '
I 0. 03'
I 85. 0 I'
53. 03'
127.06'
222.95'
185.01'
53. 16'
REMARKS
6 "TYPE 'G' C&G
6"TYPE 'G' C&G
6" AC BERM
6 "TYPE 'G' C&G
8" TYPE B-1 C&G
8" TYPE 8-1 C&G
8" TYPE 8-1 C&G
8" TYPE 8-1 C&G
8" TYPE 8-1 C&G
8" TYPE 8-1 C&G
8" TYPE 8-1 C&G
8" TYPE 8-1 C&G
8" TYPE 8-1 C&G
6 "TYPE 'G' C&G
6 "TYPE 'G' C&G
6 "TYPE 'G' C&G
8" TYPE 8-1 C&G
8" TYPE 8-1 C&G
h'ECLAIMED WATER DATA (C.M.W.DJ
NO. DELTA OR BRG. RADIUS LENGTH REMARKS
(i) a= 13• 04'58''' 1369.00' 312.60' 12" PVC /CL 150)
0 /;.= 3°42 '0/il1' 1369.00' 1!8.45' 8" PVC /CL 150/
@ N60' 33' 1.2" E 187.69' 8" PVC /CL 150/
0 N34"47'39"W 2. 65' 8" PVC /CL 150)
® L\• i/'52' 20" 2.00,0D' 4-/.44' 8" PVC /CL 150)
ALL CMWD RECLAIMED WATER LINES ARE IN ZONE 384
BENCHMARK:
DESCRIPTION:STANDARO STREET SUR/Er' MONUMENT
j__
' I
!--
FOR GRADING AND STORM DRAIN, CAUTION!! SEE DWG. #397-2H. LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE ANO SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION.
WATER DAT A (C.M.W.DJ
NO. DELTA OR BRG. RADIUS LENGTH REMARKS
2 3
4 5
/;.= I I' 50' 04 11
N60° 33' 12' E
/;.= 04-'57'04-"
1379.00' 284.83' 16" PVC IC905 CL 150)
I 85. 0 I ' 16" PVC /C905 CL 1501
I 379. 00' 119.7/o' 16" PVC I C905 CL 150 J
ALL WATERLINES ARE ZONE 375
SEWER DAT A (C.M.W.DJxu cotVTINLJeo llfJOI/E
NO. DELTA OR BRG. RADIUS LENGTH REMARKS
l>= 10· 10'06" 141 9. 00' 251 • 83' 12" PVC
,,_ PIPE LENGTHS SHOWN IN DATA BOX AND PROFILE ARE
CENTER TU CENTER. SLOPE IN PROFILE IS CALCULATED
USING LENGTH FROM INSIDE FACE TO INSIDE FACE. -RECLAIMED WATER DAT A (V.W.DJ NO. DELTA OR BRG. RADIUS LENGTH REMARKS
/,\ /;.= 16.56'08" 1426-00' 421.50' 12"DIP
7 /i~f [SS lo_;.'",
7~ v---." 'ft,;,,
7~/ ~t;\
r
V)I \_.
/2\ N60° 33' 12 "E 185-01' 12" DIP
'° ( TIM8THY JOHN [{WITI ) ~ I oi tlo.Ml9 ) ~
* NOTE: THE 12" DIP RECLAIMED WATER FORCE MAIN AND THE DIP \v '~ r";.,;;'''"°',J */ SEGMENTS OF THE WATER MAIN SHALL BE INSTALLED WITH SACRIFICIAL ~;:"--· A'~ ANODE CATHODIC PROTECT JON & POL YETHLENE ENCASEMENT. SEE CATHODIC ~l or CAI.I'~~/.
PROTECTION DETAIL SHEETS 23-26, ~-----
VALLECITOS WATER DISTRICT
BY,a-o.
PRESTON H. LEWIS, P.E.
R.C.E. 45927. EXP. 12/02
ofu
ENGINEER OF WORK
DEWITT
11 AS BUil T
11 ~ ~ to/-r.,(6~
R.C.C671 EXP. Cl~ /o7 DATE
REVIEWED BY:
VWD 02-002
030603
'100803
0 - 1----,
'
j.
. _;., .
46 CENTERLINE DAT A
NO. DELTA OR BRG. RADIUS LENGTH
CD fl=JQ 34 '24 II 1404.00' 87. 56'
(D N81 '03' 44 "E 190.56'
CD />,= 12· 17' 41" 7500.00' 321. 88'
R/W
FACE
OF CURB
DETAIL: MODIFIED G-26
CONCRETE DRIVEWAY
NTS
47 REMARKS
•
EXISTING 12" FORCE MAIN
( CARLSBAD i TO REMAIN
EXISTING SEWER ESMT.
r-~MW,;~,,.;,,,.,.,. :
TC 11 Q. 90 i -· - ,. ···- .... . .. .,
'
48 49 50
PROFILE: POINSETTIA LANE
SCALE• HORIZ. 1'=40', VERT. 1"=8'
·--~•-4-....;.;. -,·'
~- 3 ........ -
' .
1 i
_j__ 1----
6 16''01 WATBR WIFH flEQTR4INED J
51 \o
14 0
+ C"')
N..
LO .
.o <z tn1-LU
UJ UJ
~~
....J UJ
:c. UJ
u tf)
i
! ....... - -! ·-·-I.
- _)_ __
CURB DATA
!VO. DELTA OR BRG. RADIUS LEAIGTH REA/ARKS
OJ ,1=3· 34' 24" 1444.00' 90. 06' 6;; TYPE , G, C&G
~ N8/'03'44"E /90. 56' 6" TYPE • G, C&G
[]) /J=l2"17'4I" I 460. 00' 313.29' 6;; TYPE , G • C&G
8] /J=3"34'24" 1364. 00' 85. 07' 6;; TYPE , G • C&G
I
' ·---· ·-·· '• ··-···
- •<••-··--·, ··- ·1· ·-~r
!
i
i ---·-· ~ -
'
r--
' '
.I '
'
j
-- --1-
I
.1
l--- -
: '
-·- i ----•···i·. :
'
- +·- . - --\--
' ' . ... . . . ' "
' - - _J_ -
[fil N8I"03'44"E 190.56' 6" TYPE , G • C&G
- , __ -
I]:] /J=/2'I7'4I' 1540.00' 330.46' 6 ;; TYPE , G • C&G
[fl /J= 5• 27' 01' 400.00' 38. 05' 8;; TYPE B-1 C&G
11] /J= I 0" 52' IO" 400. 00' 75. 88' 8 ;; TYPE B-1 C&G I]] N8/'03'44'E 164. 87' 8 ;; TYPE 8-1 C&G
@] Ll=l2"/7'4I" 1492.00' 320. /6' 8;; TYPE 8-1 C&G
[ii] /J=3" 34' 24' I 396. 00' 87. 06' 8;; TYPE 8-1 C&G
@] N8/"03'44'E I 90. 56' 8;; TYPE 8-1 C&G
~ Ll= 10'08' 35" 1508. 00' 266. 95' 8 ;; TYPE 8-1 C&G
1141 Ll= II' 29' 58" 400. 00' 80. 28' 8 ;; TYPE B-1 C&G SEWER DAT A (C.M.WDJxu
NO. DELTA OR BRG. RADIUS LENGTH REMARKS
ki> !>,-3"34'24" 1419.00' 88.50' 12" PVC
<2> N81 '03 '44 "E 190.56' 12" PVC
i<» !!=0"'48
1 22
11 1485.00' 20-89' 12" PVC
<◊ n=7'3t '22" 1485.00' 194.98' 12" PVC (C-900!
(5> lt,=4'58; 31 H 1485.00' 102. 79' 12" PVC ( C-900!
'(G> N17'16'01 "W 50.91' 16" PVC IC-9051
flHlf PIPE LENGTHS SHOWN IN DATA BOX AND PROFILE ARE
CENTER TO CENTER. SLOPE IN PROFILE JS CALCULATED
USING LENGTH FROM INSIDE FACE TO INSIDE FACE.
RECLAIMED WATER (V.WD.J
NO. DELTA OR BRG. RADIUS LENGTH REMARKS
;1\ n=3"34'24' 1426. 00' 88.93' 12" DIP(CL-3501
h\ NB/ "03'44"£ /90.56' 12" DIPICL-350)
/3\ 8=8"52'24' 1478.00' 228.90' 12" DIPICL-350)
/4\ />,=I. 30' 53' 1675.58' 44.30' 12" DIP!CL-350!
/5\ n= I
0 45' 53' 1478.00' 45. 52.' 12" DIP(CL-350I
Is\ N/6' /2.'02.'W 158.00' 12" DIPICL-350) ##
* NOTE: THE 12" DIP RECLAIMED WATER FORCE MAIN AND THE DIP
SEGMENTS OF THE WATER MAIN SHALL BE INSTALLED WITH SACRIFICIAL ANODE CATHODIC PROTECTION & POL YETHLENE ENCASEMENT. SEE CATHODIC PROTECTION DETAIL SHEETS 23-26 •
# #PIPE LENGTH TO BE FIELD VERIFIED
NO.
CD
®
®
0 ®
FDR GRADING AND STORM DRAIN, CAUTIDNII SEE DWG. ~97-2H. LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TD CONSTRUCTION.
RECLAIMED WATER DATA
DELTA OR BRG. RADIUS LENGTH REMARKS
n=3'4t • 33• /369.00' 88.23' 12" PVC (CL 1501
NB/ '03'44"E 187.71' 12" PVC !CL 1501
!>,=8"52.' 15' I 52.6. 22' 2.36.30' 12" PVC !CL 150)
n= I
O
28' 39 • 1784. 76' 46.02' 12" PVC (CL 150)
8=/'41'23' 1595.90' 47. 07' 12" PVC (Cl 150)
ALL CMWD RECLA !MED WATER LINES ARE IN ZONE 384
WATER DATA
NO. DELTA OR BRG. RADIUS LENGTH REMARKS
I 8-3"4/ '30' I 379. 00' 88.85' 16"PVC /C905 CL 150
2 NB/ "03'44'E /33.07' 16" PVC (C905 CL 150
3 NB/ '03'44'E 54.64' 16" DIP WATER, * 4 n= I . 47 '35 • 1525.00' 47. 73' 16" DIP WATER, * 5 !>,=4"/8'37' 1571. 85' 118.24' f6"PVC (C905 CL
,1/
150 ,'/~
6 n= 5· 27' 42.• I 691. 28' 161.22' 16" DIP WATER, /~1, *
( t::; I
ALL WATERLINES ARE ZONE 375 1~
\"" ,•
""l "~ "
ENGINEER OF WORK
¼ C.
DEWITT R.C.E. 46579 DATE
BENCHMARK: VALLECITOS WATER DISTRICT "AS BUil T"
DESCR!PTION:STANOARD STREET SURI/EY MONUMENT
LOCATION: ST A. 2118•89 EC ON CENTERUNE OF
EL CAMINO REAL
RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL
RS·/800.288•89
ELEV AT l ON: 31/.407 MS.L
I
H. LEWIS, P .E.
R.C.E. 45927, EXP. 12/02
R.~Q?~ 2o{o:i
01 ::T~6
REVIEWED BY:
,,,,.,J.
IMPROIEIIEfff PLANS FOR:
POINSETTIA LANE
AT LA COSTA GREENS
ST'A.4&00.00T052-00JJO
VWD 02-002
102504
r
1 j
i
NO.
CD
CD
G)
NO.
(i)
- - - I
' ' ; -- ... :
-- ,_ --
- ___ [..
52 53
CENTERLINE=icD=A=T=A==i======
DELTA OR BRG. RADIUS LENGTH REMARKS
D.=1"09
1 55
11 1500.00' 30.51' +_:__:_---+-------!
278. 74' N67" 36 '07"E
1500.00' 32-54'
N66"21 '33"E
0 0
N ct ,- LO
•
0 .
~ z (/)
1-
W w
wz I_
(/) .....J
wJ: wu (/) 1-
1 +-----,--+------258.21'
,_ _,
' a a
"'
"-
RECLAIMED WATER DATA (C.M.W.D.J
DELTA OR BRG. RADIUS
N66"21 '33"E
/j,_~ 1 a 14 ,- 34 II
N67"36'07"E
/j,_~ 1.:, 09 I 55 II
1535.00'
1535.00'
LENGTH REMARKS
212. 12' 12" PVC !CL 150!
33.30' 12" PVC !CL 150!
324.85' 12" PVC !CL 150)
3/.22' 12" PVC !CL 150)
ALL CMWD RECLAIMED WATER LINES ARE IN ZONE 384
fP"'llllln Kimley-Ho~
._,Jla!I ___ , and Associates, Inc.
En:;;i1neet-1:l--:J, Pk;nnlng ond Err,.fironmon"i'c1I Consultants fal7 Four-th tt,'f.inu(~ - Suri e 30t - So:1 D1ego. Ca. -~ 921m Tel: 1€!9! 2.-,t,-9411 Fox, 1619l 234-94.j3
"' "'
....
t·
f.;.
-~··
:,;. .;:
""
_ _!
.......... iro;Pt 1.2''!oiP
' RCW fVWO! : ,
··· &b&iii .
- _j
54 h.
___,
' a .
I;::
.·_. ·,. : .:
.
- . "
' . ,_ .. -t- ····'-
;-:-· _..
55 I ( R
'7
- -1 -
i __
PLAN: POINSETTIA LANE
GRAPHIC SCALE I'= 40'
-- j.
56 ' a
C)
--------0,..
,_ I
Q::
l
. '
57 -J
a
..• ! ' .
: TP 1118, 76 --- ·!·· . ..,. --·-)
' - - . - I -
TbP bF' MEO I AN CURB io AL is CEMTERL INE
El/IV.' +Q;51'FOR 16',·w D£,MEDI4NFR/;JM
;SJ;~ ~2+/JO, T{j STA 55 421• 56 UNLESS!
i : ' OTHERWISE S OWN
' : ···- ' - . ···-· ... -· ~- --
1 ---'-.,. ,- .. -· ···----·,· ~----,,- ... -,.,,. ... :--- _.,, ....... -,---- . T0P OF'MEDI,!N CURB £0 Al$ CENTERLINE
f&E;V.+ +;). 49' FOR 18 ',W I MEDIAN FROM
. ,ST!A 56+58.:61 TO S;TA 58f()O UNLESS' ' -, . - O:THIIRWJSE S OWN- .. . ' . i
'
' _.. -~ --
:
- --f
'
CURB DATA
NO. DELTA OR BRG. RADIUS REMARKS
[O ll=1'09'55" 1460.00' 29. 70' 6u TYPE 'G' C&G
!FOR TOP OF; MIIDIAN1CURB,FRDMI r
TA 55+ 2.-!56 'Ta, ST:A"56'1158, 6I· ,
iSE OET~IL' 8 LOW.; . -~ -i--j
.t,r--0.""'1:-· ··7dr-i-r-G"'"H-T 7;,-,-L .... E-F-tt---C/Ji_R_B'!'". _-E-t-O-U.4+,L-S ... ,-c+·-rr'""R-L.:..1'1_N+t.,· : .ELEV-- -::,.J:9tFORl94' JiW/iBOM 52 Of TO, '
. 5 +17 &NLES OTH£RW,ISE SHO N.; : ,
TOP(JF
urv.; -rrr
'
IGHl'/ LEF;T CURJ3-EOUAt$ NTERt II'{
• 41': FOR i 102' ,R/W PROM TA! 56+59
A 58ii{JO UNLEss: onHERWFSE ·sH,iJWN. ;
' I
"I' ... , ' ----
i
f-
i
' .. ..J - .. -1-- --
L
' 1
----:-··-··t·-
1 -L
i
T
- ' ' '
i I
-- t----
i ... ; .. ,.
.
' ' -- -1--- ..
-1 1
.,.: .. '" 1' .
' ' -1-
- -!-
'
i
58 H=[l]..-+N_6_7_'_3_6--,'_0_7c:-"E_--+------,-t--2_7_8_. _74-,-' -+6'--'-' -'-T_Y_PE"---:-'' G_'_:_C.:c&G=-t--'-..... .,_.;.......;......i.._-'-r::;;:===========;;i,;::::;;::;:::;:;::;:;,;;:;:;:;;;;;;:;;;;;=::::=::::::::::;:~-'--7 [II ll=0'48'09" 1460.00' 20.45' 6" TYPE 'G' C&G FOR GRADING AND STDRM DRAIN, SEE DWG. #397-2H. CAUTION 11 0 0
+~ co ,
LO
·o ~z
(/) 1-
w
WW
ZI
(/)
G] N65'55'05"E 124.27' 6" AC BERM
[[j N66'21 '33"E 145. 16' 6" TYPE 'G' C&G
[§) ll=1'09'55" 1540.00' 31.32' 6" TYPE 'G' C&G
[I] N67'36'07"E 278. 74' 6" TYPE 'G, C&G
[Ij ll=1'14'34" 1540.00' 33.40' 6 u TYPE 'G' C&G
[fil N66'51 '06"E 116.35' 6 u TYPE
@] N66" 21 '33 "E 141. 87' 6" TYPE 'G' C&G
[j[] ll=1'09'55" 1492.00' 30.35' 8" TYPE 8-1 C&G
@_] N67'36'07"E 264. 64' 8" TYPE 8-1 C&G
[ill ll=I "43'55' 1492.00' 45. IO' 8" TYPE 8-1 C&G
IE] N66" 21 '33"£ 155. 16' 8" TYPE 8-1 C&G
~ ll=3.22'39' 400.00' 23.58' 8 u TYPE 8-1 C&G
II§) ll= 8" 10'56' 400. 00' 57. 12' 8 u TYPE 8-1 C&G
0IJ N67'36'07"E 229. 00' 8 u TYPE 8-1 C&G
(ill] l!,=/"//'04' 1498.00' 30.97' 8" TYPE 8-1 C&G
@) /!,=177'3/'21' 2.50' 7.75' 8 u TYPE 8-1 C&G
~ ll=/75"4/'57' 8.00' 24.53' 8 u TYPE 8-1 C&G
@] ll= 5. 04' 46' 515. 00' 45. 66' 8 u TYPE 8-1 C&G
~ N66.2/ '33'E 110. 16' 8" TYPE 8-1 C&G
RECLAIMED WATER DAT A (V.W.DJ
NO. DELTA OR BRG. RADIUS LENGTH REMARKS
/1\ N66' 21 '33 "E 258. 21' 12" DIP/CL-350! * Ii\ /j_:: 1 O 14 I 34 If 1478.00' 32-06' 12" DIP!CL-350! * /3\ N67'36'07"E 278. 74' 12" D!P!CL-350! *
WATER DATA
NO. DELTA OR BRG. RADIUS LENGTH
N66 • 21 '33" E I 93. 67'
2 N66' 21 '33'E I 8. 44'
3 /!,=I" /4'34" 1525.00' 33.08'
4 N67'36'07"£ 324.85'
5 ll•0"/8'30' 1513.4/' 8. 15'
6 1!,=0·46' 29' 1691. 28' 22.87'
7 N24"43' l9"W 106.37'
ALL WATERLINES ARE ZONE 375
SEWER DAT A (C.M.W D}""
NO. DELTA OR BRG. RADIUS LENGTH
<i> N66'21 '33"E 207. 16'
<2> N66'21 '33"E 51. 05'
<3> a;::.1°14'34,,, 1485.00' 32.21'
"<4> N67°36'07"E 110. 03'
,<s> N6 7' 36 '07"E 168. 72'
<6> A= 1 ° 09 I 55 ,., 1485.00' 30.20'
i<7> N23'38'27"W 65. 62'
LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION.
REMARKS
16" PVC /C905 CL 165
16" PVC !C905 CL 165
16" PVC IC905 CL 165
16" PVC /C905 CL 165
16" PVC /C905 CL 165
16" DIP, #
12" PVC !CL 150!
REMARKS
12" PVC
12" PVC
12" PVC
12" PVC
12" PVC
12"PVC
12" PVC
1/~~f[S5ioJ·~ / ;s, --- '1( A''1 ~lzy /- ---::" ~,
r/:;:.; / \ ~'
I z; ( mioTHY J(t-11 un \ ~)
~ llo. 4657~ ) f:;:
\ -,: ~ r:tp. 061.Jo\03 A * ;, \ "i ~~ CIVIL ~J.;::: / "'.,,,,, - - ~-..,; PIPE LENGTHS SHOWN IN DATA BOX AND PROFILE ARE CENTER "-Zor ci~,,~- TO CENTER. SLOPE IN PROFILE IS CALCULATED USING LENGTH ·~-~ FROM INSIDE FACE TO INSIDE FACE. ENGINEER OF WORK
' ~
ci
/4\ Ii= 1°09
1 55" 1478.00' 30.06' 12" DIPICL-350!
* * NOTE: THE 12" DIP RECLAIMED WATER FORCE MAIN AND THE DIP
SEGMENTS OF THE WATER MAIN SHALL BE INSTALLED WITH SACRIFICIAL ANODE CATHODIC PROTECTION & POLYETHLENE ENCASEMENT. SEE CATHODIC PROTECTION DETAIL SHEETS 23-26.
~ 7(-so/o"r-I
BENCHMARK:
DESCRJPTJON:STANOARO STREET SUFNEY MONUMENT
LOCATION: STA288•89 EC ON CENTERUNE OF
EL CAMINO REAL
RECORD FROM:SAN DIEGO COUNTY VERTICAL COlfTROL
RS-1800, 288•89
ELEVATION: 311.407 MS.L
KlfA NL'W SHEET IJ RtVl~ED MEDIAN cvp,e,
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE
VALLECITOS WATER DISTRICT
BY: ~
RESTDN H. LEWIS, P.E.
R.C.E. 45927, EXP. 12/02
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
DATE
2-1--> .,...,l •
SHEET
13 REVIEWED BY: vw WG.NO
c..... a. G ,. ,,1,,,s
INS~CTOR DA TE
CITY OF CAi.RJ,§llAD I SHEETS I
ENGINEERING DEPARTMENT 71
IIIPROIEIIE/ff PLANS FOR,
POINSETTIA LANE
APPROVED: dr
AT LA COSTA GREENS
SfA.52'00.00T05tKX)J)()
A < ·=.,~i? kt¥ rir ·-<
CITY ENGINEER R.C.E. i EXP.
e/.:zki.l "i'i',ffi:
OWN BY: ___ PROJECT NO.
CHKD BY: -- CT99-03 RVWD BY:
·1 DRAWING NO.
397-2 I ~--------~
VWD 02-002
!
1102504
... j - -- - _/ -i I
- ... j
-· ······' -
! 9 TYPE B-'-1
TC! 124. 68 <
j_ Tss+19. Ja
: FL: 123.i8
',.
'
IE! 111 i04
- !
- - ( ., ' ' ... '
4 • 1 ..
- T -
. ,.
. - ., -
I
I
PRdFiLE: POf
SCALE• HORIZ., 1"=40', VERT •. I" =8'
h
~
·:. c:,
-~ l ·:,,: ....._
·j .
-'-·-
{!)i·······'
TOP 16" :Pvt WA TKR / Jr5 ONEJ
··- l
- L
l
I
l .. _ j_
I·-··
' -· .j.
tP 126. 32.
'TP 125.82' : .. ' . - . -·--• -
,TP 124.82
'
-- . r
-j __ I
.J_
-[ ...
:
_j --- . i-
·- .. l.
- j -
!.
'
• J ••
- J. ·- ,_ i
-!--·- '
- , .. -
• 1 .• -
i
--1·- •
' ·+·
:.•.
i
' __ - :.
' •• • - ·- • l.., . ·- -·- L --
! '
I i j
·-··1 ·f·~ _J-.. ~·-· 1 -·J--· ··········-·~· ···-;-·-·•··- 1-· - i·.
'
.L
- T
1bo ,l_,._ +---+-....__,_,......... . ...,.....i-+-_..-·.;.......;..-......__._ ........... _-+----i-·~----'--;--+-•+-1--..;.----+-: --+---'--"-,-..,......,.-..,-..;..-....-i-_,___, L -- - j -
. '
. , ...... !-
'RIGHTCU B
r
'
t-. -
-· !- .
I
. i
i
' :
I
- . l -+
I
... !.
' '
. f - ·t
I
-- _j J -
. .J .. j _,, ... ' -··
I .t -
' i
-----·-----~~--~~---~---"'-·-·-,._-'--•-·-··~~;· ________________ ~ ___ ... _·_·_··_, 1 -=-T~---'---J......i.-~•-··----•-'----'---:.,:_._· --'---'--'--'--'--'-...;. __ ...__c.,__,_...;.,_,,_-',,.--'--'----·-~i-··-'-k,-., ____ ,_·_==·:=--': ·1· .:. I· ~ .. ·_-~_··~·;_· __ ~j·_··.,,., __ "'------"----_;.-·--'---·~-~~~-··_·, ___ - T
..... + ....... L
' I
; I '
; I •
--
. I
58 59 60 61
tu ► 1 59. _ ~ •1 6Q _ <D 3
IJ.J IJ.J
IZ
(/)
Kimley-Hom
and Associates, Inc.
I
I
Englneei-1nq. Planning <ind Envir-onme11ta! CcnsuM·ants 517 rourth Avenue -- Suite JO! - Son Dleyo. Co~ <32101
Tei: 1519) 234·9411 Fox, (6i9i 234-9433
. '
>- ~:_::., .. ,
---
. ·.·,.
i-,-.-,
•
PLAN: POINSETTIA LANE
40 20 0 10
GRAPHIC SCALE I'= 40'
62 63
--- FM
12()
,-:
._J
.
()
"' "'
64 I
0 0
+
~
'°
lO .....
•
·o ~ (/) z
1-
IJ.J
IJ.J
I
(/)
IJ.J
IJ.J
(/)
11 CENTERLINE DAT A
NO. DELTA OR BRG. RADIUS LENGTH REMARKS
CD N66'21 '33"E 600-00'
Ct/RB DATA
NO. DELTA OR BRG. RADIUS LENGTH REAi ARKS
[Z] N66'2!'33'£ 600.00' 6"TYPE'G'C&G
N66'2/'33'E 600. 00 '. 6 " TYPE 'G' C&G
N66' 21 '33'E ~i:i._aa: 8" TYPE 8-1 C&G
[]) N66'2/'33'E
~ Ll=9"04'07' 400.00'
38Z-. ~'.! 8" TYPE 8-1 C&G t
63. 31' 8" TYPt B-1 C~
<.3. SI' 8• 1'v0 ,a • - I C-&<>
'1 I, 27.' S""IYl'I" e-1 t-&-•
Ktl-L 1-4.1 1111 ,_ 1 W f-\t , n Lf 14 I 7l I 11.W~DY -.~~ NO. DELTA OR BRG. RADIUS LENGTH REMARKS
J;\ N66°21'33"E 600.00' 12" DIP
,r, NOTE: THE 12" DIP RECLA/MEO WATER FORCE MAIN ANO THE DIP
SEGMENTS OF THE WATER MAIN SHALL BE INSTALLED WITH SACRIFICIAL ANODE CATHODIC PROTECTION & POLYETHLENE ENCASEMENT. SEE CATHODIC PROTECTION DETAIL SHEETS 23-26.
WATER DATA <C.M.W.DJ
NO. DELTA OR BRG. RADIUS LENGTH REMARKS
(I) N66° 21 '33 "E 600.00' 16" PVC /C905 CL 165
ALL WATERLINES ARE ZONE 375
NO.
CD
FOR GRADING AND STORM DRAIN, SEE DWG. #397-2H.
CAUTION! I LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION, RECLAIMED WATER DAT A (C.M.WDJ
DELTA OR BRG. RADIUS LENGTH REMARKS
N66• 21 'JJ "E 600.00' 12" PVC /CL 1501
ALL CMWD RECLA !MED WATER LINES ARE IN ZONE 384
SEWER DAT A (C.M.W.D)ux
NO. DELTA OR BRG. RADIUS LENGTH REMARKS
<1> N66'21 '33"E 200, 77' 12" PVC
<2> N66° 21 '33"E 300-00' . 12" PVC
(3> N66'21 '33"E 99.23' 12" PVC ,..-;~HSS11,t·
PIPE LENGTHS SHOWN IN DATA BOX AND PROFILE ARE CENTER ~~~,--.W4<~ TO CENTER. SLOPE IN PROFILE JS CALCULATED USING LENGTH ,/jj / ~~•, ii-..:. / \ .-:;"> \
FROM INSIDE FACE TO INSIDE FACE. (;; / morwa,,o~,rr'1 ii ~ \ M.46579 ~
\ ,~ ~ Exp, 06~0\C3 /4 TT )
\.\~ ~ rn'L ,/4~l , . .,,Ii • _ __.;; ~·,;
~-'!' or c~ti\"',.4'
'"-.....,-..__ ----------
ENGINEER OF WORK
R.C,E. 46579 DATE
BENCHMARK: VALLECITOS WATER DISTRICT
11 AS BUil rn
~AQ 10(-z., 16~ DESCRIPTION:STANDARD STREIT SUFNEY MONUMENT LOCATION: STA288•89 EC ON CENTERLINE OF
EL CAMINO REAL
RECORD FROM:SM' DIEGO COUNTY VERTICAL CONTROL~
RS-1800, 2813-89
ELEVATION: 311.407 M.S.L
1· 12.-· O'I 1".rtA
~ Z!,-a+ izy A
BY: a;, tP V z,/1h:,
PRESTON H. LEWIS, P.E.
R.C.E. 45927, EXP. 12/02
DATE
R. • • S" >"t EXP. Cho(,? DATE
REVIEWED BY:
c;,.. ~ t:. .,.1. .. ,, /,ti,, s
1Ns~2to;· • DA TE
vw
==::::".::=::::;-;::::::::::::::::::::::::::;;
fsHEfi7 CITY OF C,~RLSJBAJD) I SHEETS I LJ1_j ENGINEERING Of 'ARTMENT 71 1-----t---+----------------+----+---+---1-----1::::::::::::::::'....'.:======= IMPROIEMENT PUNS FOR, POINSET"flA LANE
AT LA COSTA GREENS
APPROVEDi&. y
4 1 e t,?"'~ ,.~
mR~ EXP.
DRAWING NO.
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL 397-2 I
VWD 02-002
\
\ I
030603
101904
i·
'
- :
'
i
- l.
NO. DELTA OR BRG.
CD N66 ° 21 '33 "E
i·
RADIUS
"'11111H Kimley-Horn
LENGTH
471, 19'
I
t.,_J • r___J__ and Associates, Inc.
r:~n91nee,·inQ, Planr,lng end Env1:~onmento! Consultants ~:;17 rour~h Avtv1ue Suhe 30! San 01ego, Co. - 9210!
Tel: i6!9) 234'":J.!lii Fa::.::: (619) 234-9433
• I_ •
. j___
REMARKS
~ (
~
• ., s - . t •
'
"' ~ \ -: :.,: -- .. ~--
/
Q
~
\\ 2:
(
~ 'l ~ - .. .J
- . .; .
.. , . . .
- - --i-
,.'1, -- _51 __ f!A -
+ ,-.
<!I
PLAN: POINSETTIA LANE
20 0 80 IIO
GRAPHIC SCALE I'= 40'
68+55, 68 CAP RCW
i i
TOP OF µED JAN CURff OVALS CENtERL INE
. ELEV, +o.4'9' I.OR . 8' WIDE MEDIAN,.
i FROM1 68+52, ()1 0 68+71. 96.
TOP OF MEDIAN ci/Rf} E UALS'CENTtRL1NE ·· •
£LEI(_. _;+o, 49;' FOR 18' IDE MEDIAN UNLESS · . ' : OTHEFZW JS SHOWN ·• ..... . ..... .. +~-===========:t:=====t===::!
TO OF RIGHTYLEFT CJJRB EQ,UA S :CEIVTEl?L iN
LIIV. -0. 41' ;UNLESS . THER !SE SHOWN,
.-f ..
i_ --- i
'41 N66'21'33"r 452,65' L:!J c 6" TYPE 'G' C(.G
[[I N66'21 '33"E 254, 12' 8" TYPE 8-1 C&G
(ill IF 7• 45 '40" 330. 00' 44. 70' 8" TYPE 8-1 C&G
[II l:.=172"14'20" 2,50' 7,52' 8" TYPE 8-1 C&G
[fil N66'21 '33"E 44,92' 8" TYPE 8-1 C&G
~ l:.=175'04'35" 8,00' 24,45' 8" TYPE 8-1 C&G
@] fi=4'55'25" 550.00' 47.26' 8" TYPE B-1 C&G
IEJ N66' 21 '33 "E 15. 88' 8" TYPE 8-1 C&G
SEWER DAT A ~u
NO. DELTA OR BRG. RADIUS LENGTH REMARKS
130
. ·j-
-➔ ---
WATER DATA
NO. DELTA OR BR&. RADIUS LENGTH REMARKS
I N66 '21 '33 • E 238. 8/ • 16" PVC (C905 CL
2 N66'2/'33'E /26. 13' 16" DIP, #
3 N66'2/'33"E 56. 51 ' 16 II DIP, #
4 N66'2!'33'E 37.98' 16" PVC (C905 CL
5 N23'38'27'W 111.56' /2" PVC /C905 CL
ALL WATER LINES ARE ZONE 375
RECLAIMED WATER DATA (V.W.D.J
NO. DELTA OR BRG. RADIUS LENGTH REMARKS
M N66 '21 '33 • E. 28 I. 57' 12" DIP /CL 150)
h\ N66"2/'33"E 130.30' 12" DIP /CL 150)
h\ N66 '21 '33 • E. 69.27' 12" DIP /CL 150)
WATER FORCE MAIN AND IHI:. u
150)
150)
150)
*
*
* p
k0 N66'21 '33"E 131,71'
k.2> N66" 21 '33 "E 247.03'
12" PVC
12" PVC
* NOTE: THE 12" DIP RECLAIMED
SEGMENTS OF THE WATER MAIN SHALL BE INSTALLED WITH SACRIFICIAL ANODE CATHODIC PROTECTION & POLYETHLENE ENCASEMENT. SEE CATHODIC PROTECTION DETAIL SHEETS 23-26.
k» N66' 21 '33 "E 99,23' 12" PVC
<4> N18'38'27"W 71. 92' 12" PVC
PIPE LENGTHS SHOWN IN DATA BOX AND PROFILE ARE CENTER
TO CENTER. SLOPE IN PROFILE JS CALCULATED USING !.,-
LENGTH FROM INSIDE FACE TO INSIDE FACE t:f~ . ,,....-;
RECLAIMED WATER DATA (C.M.W.DX(CONT.ABOVE b ENGINEER OF NO. DELTA OR BRG. RADIUS LENGTH REMARKS
CD N66' 21 '33 "E 454,91' 12" PVC /CL 1501
ALL CMWD RECLAIMED WATER LINES ARE IN ZONE 384
BENCHMARK:
VALLECITOS WATER DISTRICT
DESCRIPTION: STANDARD STREET SURVEY MONUMENT
LOCATION: STAZ88•89 EC ON CENTERUNE OF /Q-/7"? /°? /
EL CAMINO RE.AL BY:V "?? ~ ~ z, l1b, REVIEWED BY:
RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL -\-z PRESTON H. LEWIS, P.E. DATE RS-1800.288•89 f"' ELEVATION: 311.401 MS.L R.C.E. 45927, EXP.12/02 _, I-··
_L
'
WORK )
-- +
--- i
/43
B-23·04 KHA f1EVIS£D MED/AN, ADDED RCW, TEE e-STU BOUT
~ CITY oF c:ARK.SJBAD I sHEErs I
t====~===+==========================⇒====±===j====±===i ~ ENGINEERING DEPARTMENT 71 1 IIIPROIEIIEIIT PUNS FOR,
POINSETTIA LANE
t===+===+=======================~===i===±====i===i AT LA COST A GREENS 1 STA. 6""00IJO TO 68'1l.96 VWD 02-002
030603
101904
\
TRAFFIC STRIPING.PAVEMENT MAAKINGS AND PAVEMENT MAAKERS:
I.THE CO/frRACTOR IS RESPONSIB/£ FOR ALL SIGNING AND STRIPING.
2.SIGNING,STRIPING.AND P/,J/EMENT MARKINGS SHALL CONFORM TO THE LATEST CALTRANS TRAFFIC MANUAL.CALTRANS ST Af/DARD SPECIFICATIONS /JULY 1999 OR LATEST VERSION THEREOF!, THESE PLANS AND THE SPECIAL PROVISIONS.
3.ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBUC WORKS DIRECTOR OR HIS REPRESE/frATNE.PRIOR TO INSTALLATION.
4.Af/Y DEVIATION FROM THESE SIGNING ANO STRIPING PLANS SHALL BE #'PROVED BY THE ENGINEER OF WORK AND PUBUC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD.
5.ALL SIGNING ANO STRIPING SHALL BE REFLECTNE PER CALTRANS SPECIFICATIONS.STRIPING SHALL BE REPAl/frED TWO WEEKS AFTER INrTIAL PAINTING. SIGNING SHALL USE ENC#'SULATED /£NS REFLECTNE SHEETING (HIGH llfrENSrTY OR EQUAL!.
6.PRIOR TO FINAL /CCEPTANCE OF STREET IMPROVEME/frS,ALL STREET STRIPING AND MARKINGS WITHIN A 5()(1 PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A 'UKE NEW' CONDrT!ON,IN A MANNER MEETING THE APPROVAL OF THE CrTY INSPECTOR.
7.EXICT LOCATION OF STRIPING AND STOP UMrT UNES SHALL BE APPROVED BY THE PUBUC WORKS DIRECTOR OR HIS REPRESENT AT/VE PRIOR TO INST ALLAT/ON.
8.CONTR/CTOR SHALL REMOVE ALL CONFUCT/NG PAINTED LINES.MARKINGS AND PAVEME/fr 1£GENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMrJi/ED BY THE CO/frR/CTOR.
9.ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS METRIC STENCILS.
10.UMrT UNES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE ICY INSIDE DIMENSION UNIESS OTHERWISE SPECIFIED.
II.ALL CROSSWALKS,UMrT LINES.STOP BARS.PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNIESS OTHERWISE SPECIFIED.
12.FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE LATEST CALTRANS TRAFFIC MANUAL AND SAN DIEGO REGIONAL STANDARD DRAWING M-19.
13.ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLCIN.
14.ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALTRANS TRAFFICS MANUAL UNIESS OTHERWISE SPECIFIED.
IS.SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WrTH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45.
16.WHEN A SIGN IS ATTACHED TO A PO/£,rr SHALL BE MOUNTED USING A STANDARD crrr MOUNTING BR/CKET WrTH STRAPS.
11.EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELNERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBUC WORKS YARD AT 405 OAK AVENUE.
18.STOP SIGNS AND STOP PAYMENT 1£GENDS SHALL NOT BE REMOVED Ulfr/L TRAFFIC SIGNALS
ARE OPERATIONAL OR UNTIL DIRECTED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENT AT NE.
19.ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE
CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN.
20.WHERE R7 SIGN AND TYPE N-IOBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, THE R7 SIGN SHALL BE l8'X24" AND THE N-1 OBJECT MARKER SHALL BE /Z'X/2'.
12" WHITE
CROSSWALK
TYPE IV
.----1 PM LEFT ARROWS
TRAFFIC SIGNAL
PER SHEET 20
FOR STRIPING ON
EL CAMINO REAL
SEE SHEET 19
,- T
- - -12'
12'
/(Y
/2'
-
-
R7 &
N-1
PAINT MEDIAN
NOSE YELLOW
400 LF
,----@ 400 LF
R26DIR8I MOUNT
ON ST. LT.
R260/R8I
PM 'BIKE LANE" MARKING
AND ARROW
-
_ _, 12 1000 LF
-
TYPE JV
LEFT ARROWS PM
~ TYPE IV
l'_""J LEFT ARROWS
UARDR/JJL
-
~ W41 SIGN AND
l'_""J 'SIGNAL AHEAD'
4' CHAIN UNK FENCE
--
-
-
\J)
\J)
-
~--1 12 1000 LF
-
SIGN tfGEND
(FGfND R7
@]
~
@
---.-
=-=
W44
REMOVE STRIPING BY GRINDING
INSTALL PAVEMENT LEGEND
STRIPING DETAIL /STRIPING DETAIL NOJ
NEW SIGN LOCATION /SINGLE POST!
NEW SIGN LOCATION /SING/£ POST-TWO SIGNS!
CALTRANS SIGN DETAIL NO.
( 24 "x30" J
R26D/R81 COMBO SIGN
( 2-4
11 x30
11 J
R10 Ill)
136"x12")
THERMOPLASTIC PAVEMENT MAAKINGS:
A
s
t
II
■
TYPE Al ARROW (/£FT OR RIGHT!
'SIGNAL AHEAIJ' PAVEMENT MARKING
'BIKE LANE' /£GENO AND ARROW
UN/JIJTHORIZED CHANGES & USES
C/JIJTION:
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RtSPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS.
ALL CHANGES TO THE PLANS MUST BE IN WRITING ANO MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
RIGHT LANE
MUST
TURN RIGHT
POLICE RAMP SIGN DETAIL (R17 I24"X24")
AND "EMERGENCY VEHICLES ONLY" (3" BLACK
LETTERS ON WHITE BACKGROUND) ( 24 "X 18") )
R18-2
I 36 "x36" l
R34-2
( 24 "x24")
W41
( 36 "x36
11 )
\
PM 'BIKE LANE" MARKING
~~AND ARROW
POLICE RAMP SIGNS &ffi
MARKINGS PER OETNL\_]__)
- -
PM 'BIKE LAVE" MARKING
~~AND ARROW
R26D/R8I
MOUNT ON ST. LT.
4' CH/JJN LINK FENCE
--0 880 LF
R2.6DIR8I
MOUNT ON ST. LT.
~-GUARDRNL
POUCE RAMP SIGNS & W
MARKINGS PER DETAIL\_]__)
BENCHMARK:
~----,39A 120 LF
DESCRIPTION: STANDARD STREET SURVEY MONUMENT
LOCATION: STA.288•89 EC ON CENTERLINE OF
EL CAMINO REAL
RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL
RS-1800, 288•89
ELEVATION: 3/1.407 M.SL
•
ENGINEER OF WORK
50270 DATE
R.C.E. 5"623'0 EXP. W•olt09~ DATE
REVIEWED BY:
lAo..~. C..."4 " ,,,;.,4,
~CTOR DATE
~6 r:~T1r coF C',4i..RJ,s~tA.D I sH7EEI Ts I
1-----1---1-----------------t----t---+----t----1 LJQ_j ENGINEERING DEPARTMENT :==::::..:::==========::::..:::===; ST"RIPING AND SIGNING PLANS FORr 'V-A,LLECITOS WATER DISTRICT 1-----+--+----------+---t--+--+----i ~~~~, ~~
POINSETTIA LANE
AT LA COSTA GREENS
EL CAMINO RE-". TO ST' A J9o00.00
....-i•n Kimley-Horn PLAN: POINSETTIA LANE BY, ~~,.
i.....1-LJ and Associates, Inc. 40 20 0 40 80 120 PREST\lbf-11". LEwIs. P.E. ····-. □ ATE □ wN BY, --===-- APPROVED: er . . *,L,~. w..,;.,~--'--~;..,,t. __ -JfyENciiilfER -rc~E.= EXP.
PROJECT NO. DRAWING NO.
Engineering. Planning and Environmental Consultants R.C.E. 45927 , EXP. 12102 , • ...,____ DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL CRHVKWDD s 8 Yy:
517 Fourth Avenue - Suite 301- San Dlego, Ca. - 92101 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL :
l_:Te~1,~16~19~1~23~4~-9~4~11=--r~-a::x~,~16~19:>~23~4~-9~4~33c~=---==--------------------------~G~R~A~P~H!IC~S~C~A~L~E~l~'=~4~0~'------------------------1================~~~~~~~===~~~~~~~~~~===~====::'.::=:::::::::::::::::~:::::::::::::::::::::::::::::::::::::::::::::::::::.l:
CT99-03 397-2 I
VWD 02-002
I
030603
115 LF 391-~
---
---
---' 12 115 LF
39A 200
R360/R81
MARKING
-
PAINT NOSE
& FLARE YELLCJN
' ,
(
5E.E. oWGUR'=-\ ' \
'1 rU' , ' s,Rc.c.1
R34-2
12 100 LF
'----J39A BO LF
--
-
Rl & N-I
-
//
I ,
'
I
I
\
-
-
-
26D/
RBI
~---i 38 2!/D L.F. ~-GUARDRAI
- -- -- --- Z3
--
- . , .
--·
4' CHAIN UNK FENCE
-
15'
12'
10 - -I -- -
8' RAISED MEDIAN
12'
15'
GUARDRAIL
'--0 900 LF
'--~ "BIKE LANE" MARKING
L.'.".'.J ANO ARROW
~ "BIKE LANE" MARKING
L.'.".'.JAND ARROW
R260/R81
MOUNT ON ST, LT.
-
,.· ·.
R/IY
4' CHAIN UNK FENCE
~--1 12 900 LF
R/W
- -
- -
~-----jl PM I "BIKE LANE" MARK ING
I~~ AND ARROW
-
--- +----
-
-
"17 ----
~---' 39 700 LF
-
PM "BIKE LANE"
MARKING AND ARROW
R26D/R81
MOUNT ON ST. LT,
-
-
"BIKE LANE" MARK ING
PM AND ARROW
I
- -
-
I
R260/R81 I
~-1 39 1100 LF MOUNT ON ST. LT.
I rR26D/R81 ;--0 1100 LF ' 0 MOUNT ON ST. LT,
,_ 5> j / {POLICE RAMP SIGNS &Cf:::, f 4'CHAIN UNK FENCE 0 5 0 ~O,n,,~~~~;======~;===J~~==;s,~MNl;K;,NG;S;P;ER~D:ET=N=L'0..)=3i~===dt~~;;~~~~~~~t==~~~;;;;;;~:p:o~1~N~s~EiTT~IA~LA=N=E~~~;;~~~~~~========~ ,.,,._ / 7 DG ACCESS TRAIL R/W I I
~--J I
~ ~ 1 I h.¾ I ~~~~~~~~=====================================================;,=======~ ""q" • >" - . - . 1~' • 0
'°" -= 15'
. -
--
. _j__ . - - - . - . --
.
- . - . - . - 12'
. - . -
'
- . - .
- . - . - . 12'
39 4n 8'
___ -1
~
'
-
-
' -. - l,;
f
- 2 f- ■ 3
I -
+
~ ]4 f '
-- 35 I ' · 1ar RA1sfo MEor£ ' 7
8 .,_ L
O
- • - /2, _ • - • - /2' • - • z :r:
""'-- • - • - • 15' _(/')
f:! l,r-.. ' • - . \ - - . - . 15' •• - • - - I t::1
76 1
. -
V) )>
- . - . - .
. - . - . - . - . - V) )>
. . :f I ... · . . •· . . . . . .. , . . . ~ ~ . . ... : , , . . . , , . . . . _, . ,, . . . . ~ VJ I \
\_ouARDR"L ~4'CHAIN UNK FENCE 2"0· Lf C-\.s 50 LF Q_ I
. . ~- .
, ' ... ·. '· '
R/W
'----{I PM I "BIKE LANE" MARKING "' "' l.:::Y- V
'~~ AND ARROW
POLICE RAMP SIGNS & /JI\
R26D/RB1 -
MOUNT ON ST. LT,
MARKINGS PER DET ;,JL \}_)
'-----' 39 1050 LF W41 AND I PM
"SIGNAL AHEAD "I~~
R26D/RB1
MOUNT ON ST, LT. "BIKE LANE" MARK !NCI PM>---~\
AND ARROW I
'---l 12 1100 LF
NDAAL R.C,E. 50770 DATE
~-n Kimley-Horn
lillllia..J • LJ and Associates, Inc.
Eng!neering, Plonnlng and Environmental Consultants
517 Four th A venue - Suite 301 - San Diego. Ca. - 92!01 Tel, 16191234-9411 Fax, 1619) 234-9433 GRAPHIC SCALE I'= 40'
LLECITOS WATER DISTRI
BY:
PRESTON H. IS, P.E.
R.C.E. 4 7, EXP. 12/02
BENCHMARK:
DESCRIPTION:STANDNlD STREET SURVEY MONUME/fT
LOCATION: STA288•89 EC ON CENTERLINE OF
EL CAMINO REAL
RECORD FROM:SAN DIEGO COUNTY VEFfTICAL COIITROL
RS-/800, 288•89 /
ELEVATION: 311.401 MSL
"AS BUil T
11 ~ j/J4J 1,/11,/4'(
R.C.E. 50 234 EXP • .1,JIDJzoel DATE
REVIEWED BY: V
C......&l C. • I , ,,ftt/01
iNSfECTO;• DATE
1----1---1-------------+----+---+----+----+l SHl7EET I C:KT'ky (()f' (~1\ll~J,Slit,~D I SH7EEITS I ~==-'===EN::::G::IN::::E::E:::Rl::::NG:::::::O=:E:::::PA::R::::T:::M:=EN:::T::==='-'===
DATE INITIAL
ENGINEER DF WORK REVISION DESCRIPTION
I
STRIPING N/D SIGNING PUNS FOR,
POINSETTIA LANE
APPROVED:
AT LA COSTA GREENS
ST A ffKXJlXJ TO """10lXJ
. .
.E.
OWN BY, __ _ PROJECT NO. DRAWING NO.
1-=-'DA.:.:T.::.E ---'----IN_IT ___ IA.::.L -1--D'--A_TE_L'-INI_TI_AL--I CHKD By: ::r:-,, OTHER APPROVAL CITY APPROVAL RVWD BY: CT99-03 397-21
VWD 02-002
\
I,
030603,
\
"8IK£ LAN£" in:-.7
MARK ING AND ~,-~
ARROW
-
-,6D/
RBJ.- R1 &
!'l-1
(_ )
PAINT NOSE &
FLARE YELLOW
-
TRAFFIC SIGNAL
PER SHEET 21
TEMPORARY BERM
- -
---l39A 200 L F
- - - -
15'
12'
10' 45
~--l 36 245 LF
- -
- - - -46
---- - ' -
W41 AND
PM "5 I GNAL AHEAD"
p·
"BIKE LANE"
PM MARK ING AND
ARROW
R26D/R81
MOUNT ON ST. LT:
--" 12 870 LF ---; 39 670 LF
I
-
12'
15' - .. · ...... . 'f1 12-- -- _,,,.....----.0 0
--1 5 '
---
C
-
-- -- /
I
\ 150 LF§-
01 0
1-+
:cN
C, LO
•
i52 <( w I-._._
>V)
Ow ccz <C-....J
w:c
~u
~ I
I
\
15'
-12'
15'
r------1 12 330 LF
~----1 39 330 LF
"BIKE LANE" MARK I NG AND PM t----,
ARROW
INSETTIIA LANE
R26D/R81 MOUNT
ON ST. L TS.
DG ACCESS TRAIL
1 ---
R26D/R81
"BIKE LANE"
PM MARK ING AND
ARROW
TEMPORARY BERM
-
GUARDRAIL
-- - -
"BIKE LANE"
PM MARK I NG AND
ARROW
R26D/R81
MOUNT ON ST. LT.
---6200 LF
- ---- -
•
-15'
-
4' CHAIN LINK FENCE
' ' ' ' ,ff
-
-
-@650 LF
- -..,_
---- ---
-
- - -
- - . -
'--~ 12 860 LF
--139 450 LF PM "BIKE LANE"
MARK ING AND
ARROW
R26D/R81
MOUNT ON ST. LT.
----, 39 860 LF
R26D/R81 MOUNT
ON ST. LT •
R/W
R/W
+ IN LL.
LOW ....J •
~3 cno .. ....J
I
wW
z cc -w ....J w :c V)
u
~ I
I
0 0
+ 0-.
_fl _ _LJ~~====~~~========~M~ '° -R/W • 0 .. ~z
~-01100 LF
--I--
- -- ---- -t
R26D/R81 MOUNT
ON ST. LT.
"BIKE LANE"
MARK I NG AND PM
ARROW
~-, 39 1100 LF
7· lt•C ◄ I<!+
13-Z:5-ot ll.H A
R/W
15' V) 1-
12'
12'
15'
BENCHMARK:
DES CR I PT I ON: ST ANOARD STREET SURI/EY MONUMENT
LOCATION: STA2BB•89 EC ON CENTERLINE OF
EL CAMINO REAL
RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL
RS-I800, 21}8•89
ELEVATION: 311.407 MS.L
W
W LU
:c
- V) ....J LU
:C LU
ucn
~ I
I
ENGINEER OF WORK
I /1,r/01,
DENNIS J. LANDAAL R,C,E, 50270 DATE
11 AS BUil T
11 Q11..LJ
R.C.E. i!'.IZ!o EXP. '1,,tzo,"f:
REVIEWED BY: V
1tl1>-/c.<e
DATE
t;KTY (0[,' (;l~.J~J,SIP\1\]I) I SHEETS I
ENGINEERING DEPARTMENT 71
l----=-+----+-----------t--i---1-1-1 !!ffRIP/NG />ND SIGNING PUNS FOR,
POINSETTIA LANE
AT LA COSTA GREENS
!ff A. ,fKJOIXJ TO ~
APPROVED: ~ i'.L~
l---_j--+----------~----t---1---t---t----i 1•r'-'1T"'y""~""EN"'G'"'1 ':!:'t:~E.R:"-" ,.,l,P".~:l"'r'~E~~=.c· "---;:Ef;t;~~~d..~_ "3/oiif 1 """'7-n Kimley-Horn OWN BY:...,,,-,-- PROJECT NO. DRAWING NO. lillllii..J-LJ and Associates, Inc. 40~~20e=:ioE==~40E==38EO ==~1203 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: :::s:::'-7-- . CT99-03 397-2 I C Engineering, Planning and Environmental Consultants t: ~=EN::GIN::E::ER::O::F:::W::OR=K~====R=EV=l=S=IO=N=D=E=S=C=R=IP=T=l=O=N====O=T=HE=R=A=P=PR=O=V=AL:;::C=IT=Y=A=P=P=RO=V=AL::::=R=VW=D=B=Y:=...£!ft:.=========:=~::===~=::~? ~ 517 Fourth Avenue · Suite 301- San Diego, Ca.· 9210/ GRAPHIC SCALE I'= 40' l.,'.:re~l:~16~19~) 2~3:4-~94~11-__:Fa~x:, ~1~619~l.:,23~4~-9~43:3~---------------------------...,.::~~'..'.:...:::'.::::::..:~.=::---------------------------------------- VWQ 02-002 I I
\
030603
101904
-
-------
TYPE N r;;;-;-,
LEFT #IRONS ~
CONSTRUCTIO~NOTE:
CONTRKTOR TO GRIND Ali CONFUCTING
STRIPING ON EL CAMINO REAL
111"'7-n Kimley-Horn
111111.J-LJ and Associates, Inc.
t.nglneer-Tng, Planning and Envlr-onmental Consul+ants
517 Fourth Avenue - Suite 301- San Diego, Ca .. - 92101 Tel: <619) 234-9411 Fax: (619> 234-9433
SDG&E l>CCESS
DRNE'NAY
300 LF@
B TYPE VJ AARON
-
'BIKE LANE'
MARKING AND ARRON PM
TY PE N r;;;-;-,PM
RIGHT AARON L'..:J
-
5 -
20 r;;;-;-, 'BIKE LANE'
FUTURE
STREET G
~ MARKING AND #IRON
B TYPE VJ ARRON
-
12'
W/1/RT!/
R26D/R8
--- ~ ,-- -- __ _:___ - --- --------.
- 12' - -
2 4
4-f) ,I--------=. ----------=------ s
2 11 '
0 40
TYPE IV
RIGHT ARRON PM
EXIST TEMP
OE PRESSED CURB
EXISTING TYPE IV PM
ARRONS TO REMAIN ~-
IO
GRAPHIC SCALE I'= 40'
75 LF
POINSETTIA LANE
SEE SHEET 16
I
r;;;-;-, TYPE N
L'.:.:J RIGHT ARRON
TYPE N PM LEFT AARONS
R/8-2
R/8·2
I
I I 38 250 LF
@ 250 LF
TYPE N
1------------...:3~3'.QO~' ~L,#A~NeHs~H1IF~r~rA~P~E~R~---~,-----...., PM RIGHT ARRON 16' i, 55 MPH J I I
, ,
R/W
12'! ITE~--1---1
14:1 LF!
---EfJN 8•5 2/1-54
NOSE YE ON
I I
I
I
' c:,
- Rl &_
N-J -
IL___
-11 '
EXISTING R/W
EX.TE.01P ---'<- -~---
DEPRESSED ----CURB ,----,
GR TYPE N ARRON
-~ GR WHITE STRIPE
GR TYPE N ARRON
-
VALLECITOS WATER DISTRICT
BY:
PRESTON H. LEWIS, P.E.
R.C.E. 45927, EXP. 12/02
DATE
,_ 9
EXISTING /P
~-t PM 'B/Ke LANE'
'--....J MARKING
AND ARRON
55 'LANE SHIFT AREA
/'(IJ 55MPH
-
11 '
12'
___ r,:;;-:-i TYPE N
.,, ~ LEFT ARRONS
EXISTING R/W
--- -
3' OFF C
--
350LF
-12'
-12,
12'
12'
5 ))
- -
-
12'
--
12' --
EL CAMINO REAL
BENCHMARK:
DESCRIPTION:STANDARO STREET SUF?vEY MONUMENT
LOCATION: STA288•89 EC ON CENTERUNE OF
EL CAMINO REAL
RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL
RS-1800, 288•89
ELEV AT I ON: 31/,407 MSL
ENGINEER OF WORK
{-- ,ff. 1,/L q/4zk4'
JON M, COL~INS R.C,E, 62090
1 DAT~
"AS BUil T
11 !/4 Mt_tJL
REVIEWED BY:
~c'~RC .. 4' ~'fr
10/r1. /01,
DATE
~ CITY OF CARLSIB.4.D I SHEETS I 1----+---+---------------t----t----ii----r--, ~ ENGINEERIIG DEPARTMENT 71
STRIPING IND SISNING PUIIS FOR,
POINSETTIA LANE
AT LA COSTA GREENS
STA.C-00 TO ST'A.68>7196 IND EL CNIINO REIL
1----1---l--------~---+--+--+--+-----i 1;;p£v,Eo.:: ur.,.a.,: ~ ~Dw,.E .. :, I t====i====t=============================;====~====;====;===~ ~C¥1T~Y~E~N~~~N~R=~R~.C~~-~-·= -~~~EX~P~-=~~~5,?fi:i#~- l-----+--+----------------t-;:-:-:;:::---t=;;;-t,;:.;;;:,,.;;:;w1 DWN BY: --- PROJECT NO. I DRAWING NO.
DATE INITIAL DATE INITIAL DATE INITIAL ~~~i iv.--- L __ C_T_9_9_-_0_3 _ _....J_ 317-2.I.
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL VWD oz -002.
·.120904 'i
POLE AND EQUIPMENT SCHEDULE I CONDUCTOR SCHEDULE
5TANDARD VE.H SIG MTG PED SIGNAL PPB ,u: PHASE DIAGRAM CONW/T SIZE & RUN POLE. MA5T ARM REMARKS I.S.NS. 3,, 3,, 3 11 3 11 3
11 3 11 2-3 11
POLE. TYPE. HE.IGHT SIG. LUM. A B MTG INDICATION MTG. ARROW LPSV
LUM/NA/RE _) L
AWG SIZE
OR
CABLE TYPE
p
H
A
s
E
POLE. OR
CIRCUIT
fil £ ffi ffi N ffi ,fil fil £ & /fu fil
0 26-4-80 30' 45' 15' EXISTING
1 A 1 0' EXISTING
29-5-80 30' 55' 15' 17' 3'
® 1A 10' 17' 3,
26-4-80 30' 45' 15' 17' 3'
0 1A 10' 17' 3'
26-5-80 30' 55' 15' EXISTING
1 A EXISTING
2-MAS
SV-1-T
RA, YA, GA
R, Y, G R, Y, G
TV-1-T RA, YA, GA
1 MAS
2 MAS
RA, YA, GA
R,Y,G
SV-2-TB RA, YA, R,Y,G
GA
TV-1-T
2-MAS
SV-1-TB
TV-2-T
2-MAS
SV-1-T
SV-2-TB
R,Y,G
RA, YA,
R,Y,G
R,Y,G
RA, YA,
R, Y, G
R,Y,G
GA
GA
SP-1-T 6
SP-1-T 6
SP-1-T 2
SP-1-T 8
SP-1-T 4
SP-1-T 2
SP-1-T 4
E
w
N
w
s
E
N
250W
250W
250W
250W
EI Cami no
Real
RELOCATE POLE Poinsettia
Lane
El Camino RELOCATE POLE Real
Poinsettia
Lane
-<l---❖
11)5 11)7
BARRIER
I D'71/ // f.// / /
(lj (LL!
l[s]sJ.
I/ s
-.._ I "
13-IVO
s
300 TD
X-W 1-K
I
RA, YA, GA SP-1-T 6 E ---t--LL_:____,__'<l"_J___-L
R, Y, G , jj''1''--l---L _ __._, __ LJLLJ
~I ======:~::::::::~::::::::::::=:~::::==:~:===:~::::~~=:::::===::::,~I ---:.,s~N~E'NS;HOW~E.N:;;Q{jl~Nl~PBOLDM~E.;NT~L_-----1;. •• -,.A~LL~P~E.~Dl/<PUU::S;/,H',a,BUTTmOJONV5S~SH~ALILLLJiME.f/E.~T~OR~-'---r=ZL=,=J=rr--7T,,,-7,,-----.-~--,;hl'\l1 \1,-,--.-rr--.-~. ® 1 0'
. DETECTOR SCHEDULE . E.XCE.ED ALL ADA ACCESSIBIUTY GUIDE.UNE.S. ,- I .
NO. PHASE. SLaT TERMINAL
3 2 /JU T2 - 9 & /0 _ ~ ..,__ -
4 2 (BIKE.! I.JL T2 - II & 12 / r I)_ °'
5 5 JIU TJ -/& 2 ~ APPROACHING •/2~
/ 2 12U T2 -5 & 6 E,V.P,E. DETECTOR---~::.......j""=~ <( / -...,_ _, .,3 I 2 2 /2L T2 - 7 & 8
8 '
:::5 ·/>1I jj/ I ½
3'
',
a::
C
0 N
0 u
C
T
0 R
s
3 12
TOT AL CABLE.S
N0.6
/0
6 PAIR •19
N0.12
TYPE 'EJ' DLC
TOTAL DLC
E.V CABLE.
TOTAL EV
3 CON./12 CON.
SIGNAL SERVICE
UGHTING 2 2 2 2 2 2 2
INTE.RCON.CABLE.
/SNS 2 2 2 2 2 2
2 LOOP 1
6 LOOP 1
1 2 2
EVA/2•5! 1 1
E.VA(4•7!
E.VA/1•6! 1
E.VA(3•B) 1
1 1 2 2 4
6 4 /6U T4-9&/0 VEHICLES ~~\\
7 4 Ill T6 - 3 & 4 I) - -4 (BIKE! /6L T4 -II & 12 AB-121 B 9 /0
7 J5U T5 -5 & 6
6 J2U TJ - 5 & 6
ASTRO MIN I -BRAG
OR EQUAL
MAST ARM
STAINLESS
t: 1/ ;;;;• ,i ::1i· ' t .. CAME.RA CABLE.S BE.LDEN 8281 1 1 1 1 2 2 4 w .//},/, /// I I/ ~:.:..::..:..c==+--+=='-'--=--+-+--+--t---+---t--t---+-+--t--t----1 (/) ~ // ;</ ll ri· LC_AM_E._R_A_P_OW_E_R__L.___,_J_•1_6 ____ ~_1_~_1 ~-1~_1_~_2~_2_~4-~-~-~-~-~ z I I / / / / I ,. L/ N = Nl!W CONDUIT
0 </>8 ';; / / / I/// ;; l~~j> ~R73-5 " 0 ALL CONDUCTORS ARI NIW II 6 JJL T3-7&B STEEL BAND 12 6 (BIKE! JJU TJ - 9 & 10
13 I 1/U T2 - I & 2
14 B .16// T5 - 9 & 10
15 B J6L T5 - II & 12
16 8 (BIKE.! J7U T7 - I & 2
17 3 /5U T4-5&6
PPB <I> 2 112U TB - 4 & COM 6
OPTICAL DETECTOR ASSEMBLY
NOT TO SCALE
PPB <1>4 &<I> 7 l/2L TB - 5 & COM 6
PPB ,i, 6 I/JU TB - 7 & COM 9
EVA ,t,2 & <i> 5 J/2U T9 - 4 & COM 6
EVB <I> 4 JIJU T9 - 7 & COM 9
EVC <I> I & <I> 6 J/2L T9 - 5 & COM 6
EVD <i>J &<P B JIJL T9 - 8 & COM 9
R/W~
AB ., 7 \ ,t,4 ►t::::::;;~~~~~-;~~-=--=--:-=-:_~~~~~~~ ~---.._ _c-,-,.__, " 2~2 ~---< <1>4 I ~ .....,__ . . . _ . / \ ~ -~._ ·.;; ,,. ~ -~., 7 ,-~ --- REC~A"°i-E PO~~s c&E A~:vB <14 + ., 7 1 AB ~~w-i. ,---1b,,L-,-:)t "'~'<==.~t"==-;::::'.:':--'--;---.... . ..:....:,...;.. __ .::. -;; __ =_= __ .. -_ .. _-_-:::::::::
I/ .d""---_____ cc ~;s __________ ~1'-
11 Eau1PMENT4_N~w--L □ CATI □ N:~[)<f\->'~-~-·'"'_2""'\:---~AB~~I,:---_--....;:------- R/W.=\
a.. .
;I . / I I / /. //' • • #6 E
/ //( // // I I
/>/,/ ~/ /' /
/// ll/1
-
2"C 1 DLC
AB EXISITING 2"C 1DLC_;\
\ \
•
FLASH
SENSE. //41) - -TB -JO & COM 12
-- RD;tOVE- =-/_ _ _ r~ ---L• - -- - -- ---- --J. ~1"-21 1--- ,._)R11 r I) ) ) ) - --- ~~ 1~;~~G AND __ -_--_--_---- - -- -~ --~ I ~ ~ <1> 2 ◄ )\ I ---- L" ,, :- -1"~;~;~~~;-.. ~·~;:~•-~:·;C]·s·•·S·~f--.j<•~.z~>S<2:.·";;,·s·,:::·•s•c''.°J'-J "'.<1>~21"'. -:-:-----.=-~~./~,'----..,: -- .r-------.,i.+---...J -=~~;;;._~- /\5 _ II 1..../ EVA </1.2 + <1>5~~ ' .::-,.~•·. ,.·•. 'j -- - - 1. •~- ~==========j,...---:_ ,-C-- ~~~~~:~~I NG -- -- ·- 1- 5 \.....__ ,~ ,.: -:::... ,;2 ~RS I R73-3 ; ~--.:::;:-.;::;::, - ,;; - - -- - - - - ---- - - - - - - ---R/"'MBVE. EX ST I NG 350' Tn
X-WA K
.. .. ... ... . ... . :,. ~ 4 R73-5 I LREMOVE ~:l~::3§- - - - --- AC BE.R~ ~-, ,~<<~';(_~~~~~<~:.<~~ ,t,5 1242 R61-13 <1>1 /1
'f' ':,.IJ2 ·tt-r -I ' ~'~~~--~~;:~><><~"~', __ ·-<:~_~'-.. '~i , {
~ ··- -... . ·-. ,fS:::::--::.-::,~<~~~'.:<~--~ ---+-+--- - -----~ -t-:--1::7-- - ---;,1c..._,,,.,..1_-il;~~~~~-"c-.-~~~~:-:-,c:~~ >~-S q,6 ,, '.~I I LJ R73-5 ~..;.,<~s.:::°?:~s.-i~~-~~7;~.__~~;_f =: ~n i-~_['--ctil-'·::.1.:..:=•-={:tl-)' ····~.. . .. . . ... -- "-{ ~-:-::-'J.:~:...,~,....,.,":-i Rs I :~~~f ~:b:N Eve ~ +:,6-<=:r:1~;+:-=_--J-ll Rs I R3-4.-2 - I ~~:::::o~,:::~,rn ,."~'oo"~" """"'" :,,,n ,w,;,;;:; ,e: ,;;,;;;;'-~~~ ~C~ // ' rn-s A m .. - - ACCESSORIES To PROVIDE. THE PHASING AND OPERATION SHOWN ON THIS PLAN. THE CABINET SHALL --':~,.. I/ ~~VD ., 3 + .. a 1 .,3;~6 wl>C~ ... FP:;--__ -_--
I
_-_-__ -._-._--.-=----= __ =-~~~=-===_::. ___ ::._:.:.~~~~===--=-====~:.:.·::.:-..j HAVE. A PULL-OUT DOCUMENT TRAY. THE. CONTROLLER UNIT SHALL BE E.QU/PPE.D WITH ONE MODE.L 412C ~-. ,~ __ .. --- .-· _ _ __ --··· · ~--:_, --~r-1-..lJ I, 11 1 PROGRAM MODULE., ONE MODEL 404 MODEM, ONE BLANK MODEL 27256 EPROM PROGRAMMING CHIP, TWO MODE.L CARDS,\~., .,5 "f-{\,.,. · --
.
- - - - -- F7 ----- --s-- -- --- ---
R/W
.
- -
,
J
r-2"C 1DLC
' ;
350' TO
X-WALK
- - -- 7 / ---- ---
R/W 752 DUAL PRIORITY DISCRIMINATOR TYPE 200SA LOCAL INTERSECTION CONTROL PROGRAM AND EDI. 2010ECL \ ~ .... ~~~P.. 8 ----.,8 -----. ..-- ---· _.--··--- -.. ----/';;"" ~:07 #6 EL CAMINO REAL R/W CONFLICT MONITOR UNIT, AN UNINTERRUPTIBLE. POWER SYSTEM (UPS) SHALL BE INSTALLED IN THE (o\B \'-)~'"., - -··1·1·j· ·.··_-D-r·/· .. /·.-./·.,. [~~1j·r-.-/··'··11r ..• //T7/ .. 1.-1·_' [F?:!11/1. 0G CONTROLLER CABINET USING A SWING-AWAY MOUNTING. THE UPS SHALL PROV/OE A MINIMUM OF 8 HOURS RE.O v{1 , _.· , , I''.- ·.·,. '·· .. /Ir/.,, Ii .--------------------------------, FLASH OPERATION AT INTE.RSE.CTIONS USING RED LE.D SIGNAL INDICATIONS AND PROVIDE POWER CONDITIONING A 8 \\ - l'..__;_ -.,.. . (IJ/1,//,A f/1 111 TRAFFIC SIGNAL INSTALLATION NOTE:
To THE. caNTRoLLER. rcLARY sp sERIEs oR APPRovE.o EouAL ). - • c,;1 I (/;,1 r;½-11 r/_//) ;;;.,I ----- IF s1cNAL is NoT iNsTALLEo w1THIN oNE YEAR oF THE c1TY APPRovAL, PLANs i-:;-i ' \ ' v 1. I "/11· I r;//J. I/ /J ,;/ :; </>4 MusT BE. REsuBM/TTEo FoR PLAN cHE.cK 90 oAYs 1N AovANcE oF BEGIN L:..JE.XISTJNG TYPE. III-BF SIGNAL AND LIGHTING SERVICE ENCLOSURE. 6 /_ V/. /•/,•/ V/11 / (:'/LJ /)1 · CONSTRUCTION DATE: (BEGIN CONSTRUCT/ON DATE. REQUIRES PRIOR APPROVAL ~INSTALL SINGLE CHANNEL E.V.P,E, DETECTOR UNIT (3M OPTICOM MDOEL · ./ ffi //. (/A/ _'jfr"
WORK TO BE DONE
THE IMPROVEMENTS CONSIST OF THE. FOLLOWING WORK TO BE. DONE ACCORDING TO THIS PLAN AND:
1. THE CITY OF CARLSBAD SPECIAL PROVISIONS.
2, CALIFORNIA DE.PT. OF TRANSPORTATION STANDARD SPECIFICATIONS (JULY 1999
OR LATEST REVISION THEREOF),
3. CALIFORNIA DEPT. OF TRANSPORTATION STANDARD PLANS /JULY 1999 OR LATEST RE.VISION THEREOF).
4, CALIFORNIA DE.PT. OF TRANSPORTATION MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCT/ON AND MAINTENANCE. OF WORK ZONES (1996 E.0/TION OR LATEST REVISION THEREOF).
5. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (1997 E.DITION OR LATE.ST REVISION THERE.OF).
GENERAL NOTES
/. THE LOCATION OF ALL UNDERGROUND UTILITIES ON THE.SE. PLANS IS APPROXIMATE. THE CONTRACTOR SHALL DETERMINE. THE DE.PTH OF ALL
UTILITIES, INCLUDING THOSE NOT SHOWN ON THIS PLAN, AND VERIFY ALL JOB SITE CONDITIONS.
2. THE. CONTRACTOR SHALL OBTAIN AL NECESSARY PE.RM/TS AND NOTIFY ALL UTILITY AGE.NCIE.S AT LE.AST 48 HOURS IN ADVANCE OF CONSTRUCTION. 3, ALL NEW PULL BOXES ANO COVERS SHALL BE CONCRETE. UNLE.SS OTHERWISE.
SHOWN, PULL BOX COVERS SHALL BE MARKE.O WITH "TRAFFIC
SIGNAL" • ALL PULL BOXE.S SHALL BE. NO. 5 UNLE.SS OTHERWISE SPECIFIED. MAXIMUM PULLBOX SPACING SHALL BE 200 FEET.
4. ALL CONDUIT SHALL BE 3" UNLESS OTHERWISE SPECIFIED.
5. ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE. A 3" CONDUIT INSTALLED TO THE. AOJACE.NT N0.5 PULL BOX. THE CONTROLLER FOUNDATION SHALL HAVE. A SPARE 3" CONDUIT STUBBED OUT TO THE ADJACENT NO. 6 PULL BOX FOR FUTURE USE..
6. ALL NEW LDDP DETECTORS TO BE TYPE "E ". LOOP DETECTORS SHALL BE 6' DIAMETER WITH 10' SPACING AND POSITIONED IN THE CENTE.R OF LANE.
UNLESS OTHERWISE SHOWN. FRONT LOOPS SHALL HAVE FIVE. (5) TURNS.
ALL OTHE.R LOOPS SHALL HAVE. THREE (3! TURNS. LOOPS SHALL BE SEALE.D USING HOT-MELT RUBBERIZED ASPHALT SEALANT PE.R CALTRANS SPECIFICATIONS. SEE CALTRANS STANDARD PLANS E.S-5A ANO ES-5B FOR DETECTOR LEGENDS AND DETAILS.
7. ALL SIGNAL HEADS SHALL BE 12" IN DIAMETER WITH BACK PLATE.S. ALL RED, GRE.EN ANO PEDESTRIAN SIGNAL INDICATIONS SHALL BE. L.E.D.
8. PEDESTRIAN HE.ADS AND PUSH BUTTON SIGNS SHALL BE INTERNATIONAL SYMBOLS. PEDESTRIAN SIGNALS SHALL BE. TYPE "A" , L.E..O.
PE.DES TR I AN PUSH BUTTONS SHALL BE 2" PER AOA.
9. LUM/NAIRE ANO I.I.S,N.S. SHALL HAVE. TYPE IV P.E.C.
10,ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FDR ALL STANDARDS. 11,SIGN PANELS FOR THE INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL
BE FABRICATED USING PRISMATIC LENS SHEETING (DIAMOND-GRADE OR E.OUIVALENT ! •
12.THE. CONTRACTOR SHALL BE. RESPONSIBLE FOR THE. LAYOUT AND INSTALLATION
OF VIDEO DETECTOR ZONES, TRAFFIC STRIPING, PAVEMENT MARKINGS ANO LEGE.NOS, PARKING REMOVAL AND TRAFFIC SIGNING SHOWN ON THE.SE PLANS. ALL TRAFFIC STRIPING AND MARKINGS WITHIN AN 800 FOOT PER IME.TER OF THE. CONSTRUCT! ON PROJECT SHALL BE. RESTORED TO A "LI KE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE. CITY INSPECTOR.
13. THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE. PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE. FOR THE
LOCATIONS OF THE. STRIPING, PAVEMENT MARKINGS
AND LE.GE.NOS, PARKING REMOVAL ANO SIGNING PRIOR TO PAINTING AND INSTALLATION.
14,THE. CONTRACTOR SHALL BE RESPONSIBLE. FOR THE REMOVAL OF ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS BY GRINDING • 15,THE CONTRACTOR SHALL NOT ERECT ANY SIGNAL STANDARD MORE. THAN TWO WEEKS PRIOR TO THE SCHEDULED TRAFFIC SIGNAL TURN-ON UNLE.SS APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE..
16.FLASH/NG SIGNAL OPERATION SHALL BE. RE.O ON ALL PHASES. PE.DE.STRIAN SIGNALS SHALL BE. BLANK DURING FLASHING OPERATIONS.
17,ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION WITH SIGNING ANO STRIPING CONTRACTOR.
18.THE. CONTRACTOR SHALL BE. RESPONSIBLE FOR ANY MONUME.NTATION AND/OR BENCHMARKS WHICH ARE DISTURBED OR DE.STROYE.O BY CONSTRUCT/ON. SUCH POINTS SHALL BE. REFERENCED AND REPLACED WITH APPROPRIATE MONUMENT A TI ON BY A L ICE.NSE.D LAND SURVEYOR OR REGISTERE.O CIVIL ENGINEER AUTHORIZED TO PRACTICE. LAND SURVEYING.
A CORNE.R RECORD OR RECORD OF SURVEY, AS APPROPRIATE., SHALL BE F/LE.D BY THE LICENSED LAND SURVEYOR OR RE.GJSTERED CIVIL ENGINEER AS REQUIRED BY THE. LAND SURVEYOR'S ACT.
19.LIMIT LINES AND CROSSWALKS SHALL BE FIE.LO LOCATED.
20. TE.STING OF CONTROL EQUIPMENT AND CABINET WIRING SHALL BE.
ACCOMPLISHED AT A FACILITY DESIGNATED BY THE CITY OR CARLSBAD.
THE. CONTRACTOR SHALL DELIVER AND PICK-UP EOUIPME.NT,
21.THE CONDUCTOR SCHEDULE. IS FURNISHED AS AN INSTALLATION GUIDE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRE.CT CONDUCTORS REQUIRED FOR INTENDED OPERATION.
22,THE CONTRACTOR SHALL COORDINATE SERVICE DE.TAILS AND SCHE.OULING WITH SDG&E AND PAY THE. RE.OU/RED FEES FOR SERVICE. CONNE.CT/ONS.
23.ALL SALVAGED EQUIPMENT SHALL BECOME THE. PROPERTY DF THE.
CONTRACTOR.
1.7 '9-4- 1#6 I l/\71 '1 f /;I;!,/, '-'.L,j • /). BY CITY ENG/NE.E.R). 711 OR APPROVED EQUAL! PER CAL TRANS STANDARD PLAN ES-4E, i::7 [>< ·. 'I Vi< (j;/ I /1 'm; BENCHMARK:
11 AS BUil T" i::;::~:~Rc1~t~\:iR:[cHo::fR
1 :1:t~;:Rff·:E;E:SAif~IPMENT, MOUNTING L'.J -::- ;: I t~~ II t;;J11\ 2 1/ ~ .•.. 0 INSTALL MAST ARM-MouNTEo sIGN PER cAL TRANs sTANoARo PLAN ".;~iti1css1oi;;.,, . I v// r/~ , / 1 /., . , REFERENCE ES-?N, DETAIL "u". SIGN TYPE. AS NOTED oN PLAN. 1$-Y -\~\ EX. 3 ,, #: .:/ ' ~;/ I t~;11 / \4-v---, 2 SEE DWG • #3 77-6C 0 INSTALL TELE.SPAR POLE WITH W41 PER CAL TRANS STANDARD PLAN E.S-4C. (~(Irr•;::;,~~:°'" : 5) 3#1, 2#6, ;#8 -'-,: (/,/ G"/.j 14>4 l</>4 DESCR I PT! ON: 5TANDARO 5TREE.T SURVE.Y MONUMENT B //Jr,/ ,6,,~,~~ If II \ * ~ c)·p.O~\j,)\01 / * / !t'-1 I~// I (,~//. I INSTALL SIGNAL AHE.AD PAVE~NTAL nE.GEND AS SHOWN ON SHE.E.T 16. ','J_,;,.,.__1vt/<$:/. ; I v/ . /.] \ :1 I cuRBIBERM FL □ w LINE 10' ,-------------------·_(:. 0:::r::c::11.::::1'::..·~-_ .. --' ______ -, -.._j_C._-'---.._ _ _J__j_lgc:'..f 1 /J
1 j ~ I \_1/ I OR EDGE OF SHOULDER 1
.
w
A,C,R,
r
B~-
DECLARATION OF RESPONSIBLE. CHARGE #Sc
I HE.RE.BY DECLARE THAT I AM THE. E.NGINEE.R OF WORK FOR TRAFFIC SIGNAL PLANS FOR THIS PROJECT, THAT I HAVE EXE.RCISE.D RESPONSIBLE. CHARGE.
OVER DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE
BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
.
\
I
<1>7
EQUIPMENT LE.GENO
1• NEW OR RELOCATED
--+[::::>- EXISTING
R73-5
--►- EX I ST I NG TO BE POLE A
REMOVED, SALVAGE POLE C
LOCATION: 5TA288•89 EC ON CENTERUNE OF
EL CAMINO REAL
EXP. r. lto/iC<il DATE
20~~IOE=3°E==~20E====40E===803 RECORD FROM:SAN DIE.GO COUNTY VERTICAL CONTROL c: RS-/800,288•89
REVIEWED BY: VWu uWc,. Nu
GRAPHIC SCALE I'= 20' ELEVATION: 311.407 M.S.L
~ ['.KT1( rOF C'.,4.[~J,SR/l>J) ~I
1-----t---+-----------------i------r--.,---,--, L2_QJ ENGINEERING DEPARTMENT Li!__J ~::::'.::::=--=========::::::-.-====; TRAFFIC S/GNN... Pl.NI FORr
EL CAMINO REAL AND
I UNDERSTAND THAT THE. CHECK OF THE PROJECT DRAWINGS AND OR RELOCATED POLE E POI F LOC:fslON DETAIL ~~:~1:~gA~~~~sND~YR;~~E~~TYM~FA~A~~~~~~E!so~o~~!~E~N~oo~ :~vIE.W ' ~ 4... f i,: f ,1..-+-+~J~oo~'~To~ POLE G ~~---#~ n,,f! !'2/,;./.,J 1111""7-~'Kimley-Horn RESPONSIB/LITIE.S FOR PROJECT DESIGN. ~ l / 1 X-WALK l---+----+----------------+----i----t---i-----1 1·cc..1r""y"'::"E..,.NG~IINN~ElPR .. <±'--'-''-"-:!R."=ef-f.EE'." •• ""---'----';EXP-.--~ - 1ofiE
POINSETTIA LANE
IIIIII...J_r __ r and Associates, Inc. /I 4.J.. /IJ . 1z1 SIGN DETAILS OWN BY, PROJECT NO. DRAWING NO.
Engineering. Planning and Environmental Consultants ~ - -../( 5'0 Z.70 / / t ;:/t>) L:.J <1>4 NOT TO SCALE. DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY,--....--.- CT99-03 397-2 J l!51~1~F~ou~r~th~A~ve~n~u:e~-~S~u:lt:e~3~0:l-~S~o~n~D~le~g=o~, ~Co:-~-~9:21:011:E.N:G:i~N:E:E:R=:===========L~IC:E~N:S:E=#======~O:A:TE~=Lj~::1EX~-~3~"JC_T~O~S~D~G~&E~S~E~R:V~l:CE~-------------------------~~~~-=--J~E~NG~IN~EE~R~O~F~W~OR~Kd:===~~~~~~~~;;===~O~T~HE~R~A~P~P~RO~V~A~L~C~IT~Y~A~P~PR~O~VA~L~~R~V~WD~B~Y~:~'~u~~',~==~~~~~:7,~~~~~~ 0 Tel, 161912:14-9411 Fox, 16191234-9433 j POINT AT SKIMMER LANE VWD 02-002
030603
POLE AND EQUIPMENT SCHEDULE "' DETECTOR SCHEDULE -
STANDARD
POLE MAST ARM
POLE TYPE HEIGHT SIG. LUM. A
0 24-4-129 30' 35' 1 5' 1 4. 5'
® 1-A 1 O' 15'
@ 26-4-129 30' 45' 6' 18'
@ 1-A 1 O' 18'
® 24-4-129 30' 35' 15' 14'
0 1-A 1 O' 1 4 '
® 26-4-129 30' 45' 15' 7. 5'
® 1-A 1 O' 20'
0 1-A 1 O' 20'
VEH SIG MTG
B
3,
3'
3,
3'
3'
3'
3'
MTG
2-MAS
SV-1-T
SV-2-TB
2-MAS
SV-1-T
SV-2-TB
2-MAS
SV-1-T
SV-2-TB
2-MAS
3' SV-1-T
3' SV-2-TB
INDICATION
RA, YA, GA
R, Y. G
R, Y, G
RA, YA, GA R, Y, G
RA, YA, GA R, Y, G R, Y, G
RA, YA, GA R, Y, G
RA, YA, GA R, y. G
R, y. G
RA, YA, GA R, y. G
RA, YA, GA R, y. G
R, Y, G
RA, YA, GA
R, Y, G
PED SIGNAL
MTG.
SP-1-T
SP-1-T
SP-1-T
SP-1-T
SP-1-T
SP-1-T
SP-1-T
SP-1-T
PPB ....
AF/RON
N
11>2
E
il>B
E
11>8
s
(116
s
(116 -
$4 w
w
11>2 N
-
LPSV
LUMIN1'1RE
180 W
180 W
180 W
180 W
/J.S.N.S.
Poinsettia
Lane
A Ii cante
Road
Poinsettia
Lone
A Ii oante
Road
REMARKS
0 -<(
0 al..
uJ
r-' z1
-<( I
NO.
I
2 3
4 5
6 7
8 9
/0
II
12 13
14 /5
/6
PPB
PPB
PPB
PPB
EVPA
EVPB
EVPC
EVPD
FLASH
\
I
I
PHASE SLOT
2 l2U
2 12L
2 /3U
5 JIU
8 J6U
8 J6L
8 JTU
3 15L
6 J2U
6 J2L
6 J3U
I JIU
4 !6U
4 /6L
4 ITU
7 J5U
2 l/2U
4 /l2L
6 l/3U
8 /l3L
2•5 J/2U
4•7 J/3U
6•/ J/2L
8+3 Jl3L
-- //4/J
I \\ \ I\ ,:PB \ \ \\ I I I 1 is' \\\ □
CONSTRUCTION NOTES • ALL EQUIPMENT IS NEW ,. ALL PED PUSH BUTTONS SHA!._L MEET OR EXCEED ALL ADA ACCESSIBIUTY GUIDELINES.
u\ I um LI \1 L\1'\t.
\\
0/NSTALL TYPE 170 CONTROLLER IN MODEL 332 ALUMINUM CABINET
INCLUDING THE NECESSARY ACCESSORIES TO PROVIDE THE PHASING AND OPERATION SHOWN ON THIS PLAN. THE CABINET SHALL HAVE A PULL-OUT DOCUMENT TRAY. THE CONTROLLER UNIT SHALL BE EQUIPPED WITH ONE MODEL 412C PROGRAM MODULE, ONE MODEL 404
MODEM, ONE BLANK MODEL 27256 £PROM PROGRAMMING
CHIP, TWO MODEL 752 DUAL PRIORITY DISCRIMINATOR CARDS,
TYPE 200SA LOCAL INTERSECTION CONTROL PROGRAM AND EDI
2010ECL CONFLICT MONITOR UNIT. AN UNINTERRUPTIBLE POWER SYSTEM (UPS! SHALL BE INSTALLED IN THE CONTROLLER CABINET USING A SWING-AWAY MOUNTING. THE UPS SHALL PROVIDE A MINIMUM
OF 8 HOURS RED FLASH OPERATION AT INTERSECTIONS USING RED LED SIGNAL INDICATIONS /CLARY SP 1000 SERIES OR APPROVED EQUAL!. 01NSTALL TYPE III-BF SIGNAL AND LIGHTING SERVICE ENCLOSURE PER SDG&E REQUIREMENTS, PROVIDE 50A-1P, 120V SIGNAL
METERED CIRCUIT BREAKER, 15A-1P, 120V I.I.S.N.S. METERED CIRCUIT BREAKER, 15A-1P, 120V FLASHING BEACON
METERED CIRCUIT BREAKER AND 30A-2P, 240V LIGHTING
UNMETERED CIRCUIT BREAKER. SERVICE CABINET SHALL BE FABRICATED
FROM ANODIZED ALUMINUM SHEET,
01NSTALL SINGLE CHANNEL E.V.P,£. DETECTOR UNIT (3M OPTICOM MODEL 711 OR APPROVED EQUAL!. CONTRACTOR SHALL FURNISH AND INSTALL E.V.P.E. EQUIPMENT, MOUNTING HARDWARE, CABLE AND ALL OTHER HARDWARE NECESSARY. SEE DETAIL THIS SHEET,
0 INSTALL MAST ARM-MOUNTED SIGN PER CAL TRANS STANDARD PLAN ES-7N, DETAIL "U". SIGN TYPE AS NOTED ON PLAN.
ic7INSTALL TELESPAR POLE WITH W41 PER CAL TRANS STANDARD PLAN ES-4C. L::'.J I NS TALL "SIGNAL AOHEAD" PAVEMENT LEGEND AS SHOWN. "7GRIND DETAIL 29 AND 12" YELLOW STRIPES TO OPEN LEFT TURN LANE LJONTO EL FUERTE STEET. REMOVE AC BERM.
0 PLACE TYPE IV LEFT TURN ARROW AT 240LF FROM CROSSWALK. iBlrNSTALL VIDEO DETECTION SYSTEM ( ITERIS VANTAGE EDGE OR ~ROVED EQUAL/ TO PROVIDE VEHICLE AND BICYCLE DETECTION
FOR ALL APPROACHES, INCLUDING VIDEO DETECTION PROCESSORS
AND VIDEO MONITOR IN THE CONTROLLER CABINET,
VIDEO DETECTION CAMERAS MOUNTED ON LUM/NAIR£ MAST
ARMS AND ALL WIRING AND ANCILLARY EQUIPMENT,
E.V.P.E. DETECTOR---..._~~==~
,::::;,,-. APPROACHING
VEHICLES ---
AB-121
ASTRO MINI-BRAG
OR EQUAL MAST ARM
STAINLESS
STEEL BAND
OPTICAL DETECTOR ASSEMBLY
NOT TO SCALE
CURB/BERM FLOW LINE OR EDGE OF SHOULDER
-0 CROSSWALK
u z -0 Le. <r:
Le.
f- <r:
r
u 0::
w f-
0::
Le.
0 0
1 O'
B.C.R.
B
.
0:: . u . w
......-i•n Kimley-Horn POLE LOCATION DETAIL .....i • LJ and Associates, Inc. NTs Engineering, Planning and Envlronmental Consultants
517 Fourth Avenue -- Suite 301- San Diego. Ca. - 92101
Tel: 1619) 234-9411 Fax, 16191 234-9433
300
co
'
11)1
_J
11)5
LF
STA
0 PHASE DIAGRAM
~
t: <I- -- -I>
l. '7
11)2 11)3 11)4
<1----1> ~
i : i
~
'7
$6 11)7 11)8
BARRIER
R/W
-
0 (/1 l>
_..
¢2
(/1 l>
_..
38+50
-300' TO
L\M\T UN
fl -- 1 -. -
-
- -- -
0 ¢2
--
11 ljl
I,
11 11
-1
-
3" C, SIC <6 PR#19l TO TRAFFIC
CONTROLLER AT POINSETTIA/EL CAMINO REAL
SEE DWG. 397-2K
BENCHMARK:
DESCRIPTION: STANDARD STREET SURVEY MONUMENT
LOCATION: STA288+89 EC ON CENTERLINE OF
EL CAMINO REAL
RECORD FROM: SAN DIEGO COUNTY VERTICAL CO/ffROL RS-1800.288•89 :::i I I \ -<( I I
3 0
-
44' TO
LIMIT LIN
9 ELEVATION: 31/.401 1.1.S.L 3" C. TO SDG&E SERVICE POINT~---.,_ APPROX. 300' SOUTH OF INTERSECTION
DECLARATION OF RESPONSIBL F CHARGE
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR TRAFFIC SIGNAL PLANS
FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, ANO THAT THE DESIGN JS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS ANO SPECIFICATIONS BY
THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME AS ENG/NEE WORK ND OF MY ESPONSIBILITIES FOR PROJECT DESIGN.
DENNIS J. LANOAA .. R.C.E. 50270 DATE
\\
\\
I\
I
I
I
I
I
I
I
TERMINAi..
T2-5&6
T2-7&8
T2-9&/0
T3-/&2
T5--9&10
T5-ll&l2
T?-1&2
T4-5&6
T3-5&6
T3-7&8
T3-9&10
T2-/&2
T4-9&/0
T 4-11&/2
T6-l&2
T5-5&6
T8-4&COM6
T8-5&COM6
T8-7&COM9
T8-8&COM9
T9-4&COM6
T9-7&COM9
T9-5&COM6
T9-8&COM9
T8-/0&COM/2
' I I
I I
I I
I I
I \
I I
I
I \
I
I
\\
\\
\\
I
\
'
I LI
I I\
I \\
20 IO
CONDUCTOR SCHEDULE !:o WORK TO BE DONE
p
/i/NG SIZE H
OR A POLE OR zi,t 3,, 3 "
CABLE TYPE s CIRCUIT
ill fil ill E
C POLE - A / / /
0 / / / N 3 C POLE - B
0 0 POLE - C / / / u N
C D POLE -D / / Yi T u
0 C POLE - E / v1 / R T
s 12 D POLE - F V, 1_,.,, / R s POLE -G / / /
POLE -H / / /
POLE-/ / / /
TOTAL CABLES 3 CON./12 CON. !..--4 3----'2 V1
N0.6 SIGNAL SERVICE
/0 UGHTING 1
6 PAIR •19 INTERCON. CABLE
POLE-A
BELDEN POLE-C 8281
VIDEO POLE-£ 1/,
CAB POLE-G
3 •16
VIDEO
Pr:JNER
TOTA!._ VIDEO 1_,.,,
CONDUfT SIZE & RUN
2-3' zl,{ 2 I " '2 3 "
ill ill fil IA
/ / / /
/ 1......-, /
1,,./j / /
~ / / /
v1 / / /
1_..,..-:; / /
/ / 1 A
/ / 1 1 1---"i
/ / Y,
1--/4 V1 v2 3,'7
1 1
1 1
Yi
V,
1-----i ~
½ 1---i 1/1
3-3 11 2"
&. fr,
Yi /
Y1 /
v1 /
V1 /
Y1 /
1/1 /
y, /
1/1 /
Y, /
1/9 /
3 2 2
2 2----1
Y,
Y,
2.---1
~
&, £
/ /
/- /
/ /
/ /
/ /
/ /
/ /
/ /
/
/
THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THIS PLAN AND:
1, THE CITY OF CARLSBAD SPECIAL PROVISIONS.
2. CALIFORN1A DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS (JULY 1999 OR LATEST REVISION THEREOF/.
3. CALIFORNIA DEPT. OF TRANSPORTATION STANDARD PLANS /JULY 1999 OR LATEST REVISION THEREOF!,
4. CALIFORNIA DEPT, OF TRANSPORTATION MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE OF WORK ZONES /1996 EDITION OR LATEST REVISION THEREOF!.
5. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON /1997 EDITION OR LATEST REVISION THEREOF).
GENERAL NOTES
1, THE LOCATION OF ALL UNDERGROUND UTILITIES ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE DEPTH OF ALL
UTILITIES, INCLUDING THOSE NOT SHOWN ON THIS PLAN, AND VERIFY ALL JOB SITE CONDITIONS.
2. THE CONTRACTOR SHALL OBTAIN AL NECESSARY PERMITS AND NOTIFY ALL UTILITY AGENCIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION,
3. ALL NEW PULL BOXES AND COVERS SHALL BE CONCRETE UNLESS OTHERWISE SHOWN. PULL BOX COVERS SHALL BE MARKED WITH "TRAFFIC
SIGNAL" . ALL PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE SPECIFIED, MAXIMUM PULL BOX SPACING SHALL BE 200 FT,
4. ALL CONDUIT SHALL BE 3" UNLESS OTHERWISE SPECIFIED.
5. ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE A 3" CONDUIT INSTALLED TO THE ADJACENT N0.5 PULL BOX. THE CONTROLLER FOUNDATION SHALL HAVE A SPARE 3" CONDUIT STUBBED OUT TO THE ADJACENT NO. 6 PULL BOX FOR FUTURE USE.
6. ALL SIGNAL HEADS SHALL BE 12" IN DIAMETER WITH BACK PLATES. ALL RED, YELLOW, GREEN AND PEDESTRIAN SIGNAL INDICATIONS SHALL BE L,E.Q, 7, PEDESTRIAN HEADS AND PUSH BUTTON SIGNS SHALL BE INTERNATIONAL SYMBOLS. PEDESTRIAN SIGNALS SHALL BE TYPE "A" , L.E.O.
PEDESTRIAN PUSH BUTTONS SHALL BE 2" PER ADA.
IEV CABLE 1 I z I 1 I 4 I 8. LUMINAIRE AND I. [.S.N.S- SHALL HAVE TYPE IV P.E.C, L_ ____________ _j_ _ _j_ _ _j_ _ __Jc_=--.L_--'---'--'---'---'--'--'----'-- 9. ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR ALL STANDARDS. 6 ALL CONDUIT.CONDUCTORS AND CABLES ARE NEW 10, SIGN PANELS FOR THE INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL 1 44' TO
LIMIT LINE
,;. 4P ;-r;f'T.1-1'"""' '+' ~,1!,1/11/1.1,11
I 1..1 /.J....LL/_L/.L
I
\
I
\
I
\ ¢ 4
\
I
0 \
I
20 I
I
I
I
GRAPHIC SCALE I'= 20'
I
8 -
80 ¢6
NO U TURN
R73-2 R73-3
POLE C POLE A
POLE G POLEE
SIGN DETAILS
TO SC/>LE
_,,,-- R/W
r==-=====::::::::::::::::::::::::::~" 0 ST A 4 7 +-00
[fl - -
255 LF
300' TO
LIMIT LINE
-
POINSETTIA LANE
~R/W
3" C, SIC I 6PR#19) TO TRAFFIC
CONTROLLER AT POINSETTIA/El FUERTE
SEE DWG. 397-2K. PULLBOXES
AT 200' INTERVALS.
BE FABRICATED USING PRISMATIC, CUBE CORNER, REFLECTIVE SHEETING IDIAMOND GRAOE OR EQUIVALENT!.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT AND INSTALLATION
OF VIDEO DETECTOR ZONES, TRAFFIC STRIPING, PAVEMENT MARKINGS ANO
LEGENDS, PARKING REMOVAL AND TRAFFIC SIGNING SHOWN ON THESE PLANS, ALL TRAFFIC STRIPING AND MARKINGS WITHIN AN 800 FOOT PER I METER OF THE CONSTRUCTION PROJECT SHALL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR.
12.THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE PUBLIC WORKS
DIRECTOR OR HIS REPRESENTATIVE FOR
THE LOCATIONS OF THE STRIPING, PAVEMENT MARKINGS
AND LEGENDS, PARKING REMOVAL AND SIGNING PRIOR TO PAINTING AND INSTALL AT ION.
13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS BY GRINDING.
14.THE CONTRACTOR SHALL NOT ERECT ANY SIGNAL STANDARD MORE THAN TWO
WEEKS PRIOR TO THE SCHEDULED TRAFFIC SIGNAL TURN-ON UNLESS APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE. 15,FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS SHALL BE BLANK DURING FLASHING OPERATIONS.
16.ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION WITH SIGNING AND STRIPING CONTRACTOR.
17,THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION
AND/OR BENCHMARKS WHICH ARE DISTURBED OR DESTROYED BY
CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH
APPROPRIATE MONUMENTATION BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LANO SURVEYING.
A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED
BY THE LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AS
REQUIRED BY THE LAND SURVEYOR'S ACT,
18,LJMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED,
19,TESTING OF CONTROL EQUIPMENT AND CABINET WIRING SHALL BE ACCOMPLISHED AT A FACILITY DESIGNATED BY THE CITY OR CARLSBAQ.
THE CONTRACTOR SHALL DELIVER ANO PICK-UP EQUIPMENT.
20.THE CONDUCTOR SCHEDULE JS FURNISHED AS AN INSTALLATION GUIDE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR INTENDED OPERATION.
21.THE CONTRACTOR SHALL COORDINATE SERVICE DETAILS AND SCHEDULING WITH SDG&E AND PAY THE REQUIRED FEES FOR SERVICE CONNECTIONS. 22,ALL SALVAGED EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR.
HAS BUil TH
TR/JFFIC SIGNAL INST ALiATION NOTE: U //..L.J ta/rL/o{' R.C.E. 'fl) Z'f:Q EXP 1;/J,:1/toor DATE
IF SIGNAL JS NOT INSTALLED WITHIN ONE YEAR OF THE CITY APPROVAL, PLANS MUST BE RESUBMITTED FOR PLAN CHECK 90 DAYS IN ADVANCE OF BEGIN CONSTRUCTION DATE: !BEGIN CONSTRUCTION DATE REQUIRES PRIOR APPROVAL BY CITY ENGINEER/.
REVIEWED BY:
ut,,C,a.l , nli,los
INS CTOR DATE
1------1---+------+-------!---+----+----, LZU {~[1l'Y (Q)f' (~,~Rt,Sl[~;\11} I SHEETS I ENGINEERING DEPARTMENT 6 9
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
TRAFFIC SIGNAL PLAN FOR,
POINSETTIA LANE
AND ALICANTE ROAD
APPROVED: r
d, &. --~!&~ ,4.-< iffi~ EXP .
DRAWING NO.
397-2 I
VWD 02-002
---,
I
030603 •
VALtfCITOS WATER DISTRICT
GENERAL NOTES
1 •
2,
3,
4. ALL WATER AND SEWER LINES TO BE INSTALLED ACCORDING TO THE CURRENT STANDARD SPECIFICATIONS OF THE VALLECITOS WATER DISTRICT FOR THE CONSTRUCTION OF WATER AND SEWER FACILITIES.
WATER LINES SHALL HAVE A MINIMUM COVER OF 36 INCHES. SEWER LINES SHALL HAVE A MINIMUM COVER OF 5 FEET.
CONTRACTOR SHALL NOTIFY THE FOLLOWING AGENCIES 48 HOURS PRIOR TO CONSTRUCT/ON.
VALLECITOS WATER DISTRICT COX COMMUNICATION s.D.G. & E.
PACIFIC BELL UNDERGROUND SERVICE ALERT
1-760-744-0460 1-800-227-2600 1-8D0-227-2600 1-800-227-2600 1-800-227-2600
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL SUBSTRUCTURES, WHETHER SHOWN ON THE PLANS OR NOT, AND PROTECT THEM FROM DAMAGE. THE ACTUAL LOCATION AND DEPTH OF ALL EXISTING WATER AND SEWER LINES IS TO BE VERIFIED BY THE CONTRACTOR AND ANY DISCREPANCY IS TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF WORK FOR CORRECTION AND THEN SUBMITTED TO THE DISTRICT FOR APPROVAL.
5. NEITHER THE ENGINEER, OWNER NOR THE VALLECITOS WATER DISTRICT SHALL BE RESPONSIBLE FOR THE ENFORCEMENT OF SAFETY STANDARDS.
6. A PRECONSTRUCTION CONFERENCE MEETING SHALL 8£ HELD A MINIMUM OF THREE (3! WORKING DAYS PRIOR TO CONSTRUCTION.
7. A SIGNED SET OF IMPROVEMENT PLANS DOES NOT IMPLY THAT CONSTRUCTION MAY BEGIN, THE CONTRACTOR MUST CONTACT THE VALLECITDS WATER DISTRICT ENGINEERING DEPARTMENT.
8. ANY CHANGES IN THE APPROVED IMPROVEMENT PLANS MUST BE REVIEWED AND APPROVED BY THE DISTRICT PRIOR TO THE INSTALLATION OF SUCH CHANGES AND THE CHANGES SHALL BE SHOWN ON THE IMPROVEMENT PLANS.
9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO MAINTAIN AT ALL TIMES ON THE JOB SITE, AN "AS-BUILT" RECORD OF ALL WATER AND SEWER MAINS AND APPURTENANCES INSTALLED UNDER HIS CONTRACT AND PROVIDE SAID RECORD TO THE ENGINEER AT THE COMPLETION OF THE CONTRACT, THE ENGINEER SHALL PROVIDE TWO (21 BLUEL/NE SETS OF "AS-BUILTS" TO THE DISTRICT PRIOR TO THE WATER AND SEWER SYSTEM BEING PLACED INTO SERVICE, AND A FINAL "AS-BUILT" MYLAR AS A CONDITION OF ACCEPTANCE OF THE WATER AND SEWER SYSTEM.
10. ALL CONTRACTORS WORKING IN THE PUBLIC RIGHTS-OF-WAY SHALL OBTAIN A SEPARATE ENCROACHMENT PERMIT OR EXCAVATION PERMIT FROM THE APPROPRIATE AGENCY, INSPECTION OF ALL WORK /$ REQUIRED, FORTY-EIGHT (481 HOURS ADVANCE NOTICE
REQUIRED FOR INSPECTION, ND WORK SHALL BE PERFORMED IN THE PUBLIC RIGHT-OF-WAY ON SATURDAYS, SUNDAYS OR LEGAL HOLIDAYS WITHOUT THE EXPRESS
PERMISSION OF THE DISTRICT ENGINEER,
IS
11. UNLESS OTHERWISE SHOWN, SEWER LATERALS AND WATER SERVICES SHALL BE RUN PERPENDICULAR TO THE MAIN.
12, ALL WATER LINES SHALL BE ASBESTOS CONCRETE PIPE, CLASS 150, OR AS NOTED, ALL SEWER LINES SHALL BE BELL AND SPIGOT VITRIFIED CLAY PIPE, OR AS NOTED.
13. THE CONTRACTOR $HALL TEST HIS LINES AGAINST HIS OWN BLOCKING AND NOT AGAINST
DISTRICT VALVES,
14. ALL WATER SERVICE OUTLETS SHALL BE ONE INCH !1"! DIAMETER COPPER PIPE UNLESS OTHERWISE NOTED, AND SHALL BE MARKED ON THE FACE OF CURB WITH "W".
15. UPON CONNECTION OF THE NEW WATER SYSTEM TO THE EXISTING SYSTEM, ALL VALVES ON THE EXISTING AND NEW SYSTEM SHALL BE OPERATED ONLY BY DISTRICT PERSONNEL. THE DEVELOPER OR CONTRACTOR SHALL NOTIFY DISTRICT 24 HOUR$ IN ADVANCE OF ANY PLANNED SHUTDOWN TO HAVE DISTRICT OPERATE VALVES.
16. ALL ABANDONED SEWER LATERALS SHALL BE CAPPED AT THE PROPERTY LINE. ALL ABANDONED WATER SERVICES SHALL BE SHUT OFF AT THE MAIN, AND THE CONNECTION SEVERED. BAILS AND SERVICE SADDLES OTHER THAN BRASS SHALL BE REPLACED PRIOR TO ABANDONMENT, RELOCATE EXISTING SERVICES AS DIRECTED BY THE DISTRICT
ENGINEER,
1 7.
18. ALL SEWER LATERALS, OTHER THAN VCP OR DIP MATERIAL, DAMAGED OR MODIFIED
DURING CONSTRUCT/ON SHALL BE REPLACED IN FULL AS DIRECTED BY THE DISTRICT
ENGINEER,
ALL LATERALS SHALL BE CONSTRUCTED TO A MINIMUM FIVE-FOOT (5') DEPTH <TO TOP OF PIPE/ AT PROPERTY LINE AND SHALL BE CLEAR OF DRIVEWAYS, ALL LATERALS SHALL BE CLEARLY MARKED WITH AN "S" ON TliE CURB AND SHALL BE SHOWN ON THE "AS-BUILT" DRAWINGS.
19. PRIOR TO ACCEPTANCE OF ANY SEWER LINE BY THE DISTRICT, ALL MAINS SHALL BE PRESSURE TESTED, AND FLUSHED CLEAN USING THE "WAYNE" BALL METHOD. 20, THE DISTRICT WILL NOT SUPPLY WATER OR SEWER SERVICE TO ANY PROJECT UNTIL ALL PROVISIONS OF THE DISTRICT STANDARDS AND IMPROVEMENT PLANS HAVE BEEN MET, AND FINAL ACCEPTANCE OF THE PROJECT HAS BEEN GRANTED BY THE DISTRICT BOARD OF DIRECTORS.
21. RELOCATION OR EXTENSION OF AN EXISTING WATER METER SHALL MEAN INSTALLATION OF THE METER AT A LOCATION IN CONFORMANCE WITH DISTRICT SPECIFICATIONS AS DIRECTED BY THE ENGINEER AND PERPENDICULAR TO THE MAINLINE CONNECTION.
UNLESS OTHERWISE NOTED, SERVICE LATERALS OTHER THAN COPPER SHALL BE REPLACED TO THE MAIN. BAILS AND SERVICE SADDLES OTHER THAN BRASS SHALL ALSO
BE REPLACED,
22, WATER SERVICES WHICH ARE DAMAGED DURING CONSTRUCT/ON SHALL BE REPLACED IN FULL BY A COPPER SERVICE PER DISTRICT SPECIFICATIONS AS DIRECTED BY THE
ENGINEER,
111"'1 - H Kimley-Horn
~111m r __ :, and Associates, Inc.
En01nef;r·1ng, P!onnlng (Jlld Envlronmf1ntol Consul1'ants 5!"( Four·th ~.venue -- '.:)ulte 301- Sen Diego. Ca. - 9 1 211)1
ro1, 11',19) ?.J4-9411 Fax, (619) 234-9433
BUILDING CARLSBAD
POINSETTIA LANE
STREET IMPROVEMENTS
CONTRACTORt
CIVIL ENGINEER, KIMLEY-HORN AND ASSOCIATES, INC.
,1111,L
~YOR ~TEW
CUIIIE A.- IDB .. ,,.
0 U ■ RM 'ffllMIII OOUIICfl. WEMBER
,~ . () • Ci
X 'o' ' .,,~, -1."
()
()
r.,">
. ()
'o.
52 ! I
,,
RECI.AIMED WATER NOTES:
1, ALL RECLAIMED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WI TH THE "CARLSBAD RE CL AMAT ION RULES AND REGULATIONS FOR THE CONSTRUCTION OF RECLAIMED WATER MAINS - CARLSBAD MUNICIPAL WATER DISTRICT" OCTOBER 1993 OR AS AMENDED. 2, THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY AND PROVIDE PROOF OF OSHA NOTIFICATION BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCT/ON SAFETY ORDERS. 3, BEFORE ANY CONNECTION OR SUT DOWN OF VALVES ON EXISTING C,M.w.o. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT.
4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF SEVEN (7/ DAYS BEFORE CONSTRUCTION BEGINS, CONTACT CITY OF CARLSBAD ENGINEERING DEPARTMENT (619! 438-3891 FOR SCHEDULING.
5. THE CONTRACTOR SHALL NOTIFY CITY OF CARLSBAD ENGINEERING DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED - TELEPHONE NO. 1619! 438-3891.
6. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE RECLAIMED WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT TO WORK - ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER.
7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATE FORM OF PROTECTION. 8, WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RULES & REGULATIONS FOR THE CONSTRUCTION OF POTABLE WATER MAINS - CARLSBAD MUNICIPAL WATER DISTRICT" OCTOBER 1993 OR AS AMENDED,
\() 0;'
'l C . . () C) ()' . () ·.,p ,0;· . ()() ()" () • CJ
X 'o' \CJ x, 'I>. x<:i 'b. II. 'I>.
.,x,x. .,..., ,,.51 .,., ,, .,~,, ,/< '>o il (j o' (j (j (j ©MEDIAN DESIGN POINSETTIA LANE
STA 51•00.00 - STA 57+50.00
SEE SHEET I I & 12 SCALE• I" •40'
~"' ,,_~ ()()
• C • () () ·.()() ,(J ,(J
(p ;_ll (\' X (\'
.,,,, .,,,,
(j (j (j
DEWITT R.C.E, 46579
BENCHMARK: VALLECITOS WATER DISTRICT
DESCRIPTION:STA-VDARD STREET SURVEY MONUMENT
LOCATION: STA2B8•89 EC ON CElvTERUNE OF EL CAAi/NO REAL RECORD FROM:SAN DIEGO COUNTY VERTICAL CO!ffROL RS-1800, 288•89 ELEVATION: 311.407 MSL
BY:~
RES TON H. LEWIS, P .E.
R.C.E. 45927, EXP. 12/02
DATE
Z•?-•1
,,.,,' li'5"' I
REVIEWED BY: vw
C....!'>.01,J, ..... ,,/,,!.,
iNSPtCTOR DA TE
fllPROIEMElfT' PUNS FOR,
POINSETTIA LANE
AT LA COSTA GREENS
NOTES NID DEI/lll$
APPROVED: dr
,-4.e::;; -:t::?va ·= i£
i----t---t-----------------+--+--+---+------l Cfil ENGINE~R.C7 EXP.
DATE INITIAL
ENGINEER OF WORK
.I
REVISION DESCRIPTION
OWN BY: __ _
DATE INITIAL DATE INITIAL CHKD BY: __ _
OTHER APPROVAL CITY APPROVAL RVWD BY:
PROJECT NO. DRAWING NO.
CT99-03 397-2 I
VWD 02-002
'102504 '.
u
·'
" "
LEGEND
• NEW TEST STA (NO ANODES)
-J;.• NEW TEST STA (2 ANODES)
"A NEW TEST STA (I ANODE)
fl, INSULATING FLANGE (JOINT)
NOTES:
1. FORCE MAIN (FM) AND METALLIC
WATERLINE SECTIONS ARE DUCTILE IRON
PIPE WITH MORTAR AND COAL TAR LINING,
AND EXTERIOR POLYETHYLENE
ENCASEMENT PER AWWA C105 METHOD A.
2. ALL DIP AND MECHANICAL JOINTS ARE
BONDED, PER DETAILS 1 AND 5 ON
3. ~EL-tOPPER BLOW-OFFS AND AIR-VACS
MUST BE ISOLATED FROM MAIN WITH
DIELECTRIC BUSHING. SEE DETAIL 4 ON
CP--3.
~12'6s)
6 L:i:J 34+90
~ CTS#2
CTS#1
32+74
41+20
CTS#
BOND IN-LINE
VALVES. SEE (S')
~
53+40
12" DIP FM CTS#5
47+30
CTS#4
12" PVC WATER
RD.
~~#.: [ 12"\DIP FM
\v
EXISTIN~ / , , "---- INSU~ FLG KIT
12" DI~ ;;(SEE 5
/ CP-
y" ,<2" PVC WATER
12" PVC WATER
_____ LA COSTA
GREENS
lci<l·,,r,!
I FM,'.::H
-~
59+50
CTS#6
65+60
CTS#7
. ·V'~\,
•( '.. ·"\'I'"' ~i:<'o/" ?o'""-ss
I
CTS#W3
1 67+45
I
16" PVC WATER I
CTS#W2
51 +·:so
12" DIP F~-
16" DIP
16" DIP
50+82
48+2 _;~-rt
16" PVC/ ·;-A-
48+60_,,/ 49+26
CTS#Wl
SEE @
(TYP 2 CP-2
PLS) -- 16"
51+83
16" PVC
.,....___-51+45
CTS #W2
FLANGE ADAPTER
WAX TAPE WRAPPE
SEE GEN. C.P. NOTE 8 (TYP.)
AND DETAIL~
~'z37 PVC WATER
. .
EL FUF?li c;r
12" DIP FM
16" DIP
66+79
·,~"'-----67+45
CTS #W3
WATER 1
16" PVC SEE@
CP-2
........._ FLANGE ADAPTER
------ WAX TAPE WRAPPED
SEE GEN. C.P. NOTE 8
AND DETAIL 0\,
(TYP) 'z37
CATHODtC PROTECTION SITE PLAN
15'
12'
I ---r---~~rl\r-~-
1 \ SIDEWALK OR
CONCRETE PAD ----- -::l
I
I
---_ .. __ _
I
,--L---+_J_--"""1---=---J__ CURB
\ 12" DIP
NOTE:
TEST BOX
SEE WIRING DIAGRAM
2-No. 8 HMWPE
PIPE LEAD WIRES
No. 12 THWN
(WHITE) ANODE
LEAD WIRES
WARNING TAPE
12" 24"
ALUMINO- THERMIC
WELD. (TYP) SEE
3 DETAIL@
P-3
48 LBS. PREPACKAGED
MAGNESIUM ANODE
SEE DETAIL@
(SECOND 4
ANODE NOT P-
SHOWN)
I
I
I
I
I
I
I
i 2" DfP
1. SEE GENERAL CP NOTES No. 3 AND No. 4.
2-WfRE CTS WITH 2 ANODES
NTS
EB
CB
NTS
CONCRETE PAD ~---TEST BOX
SEE GEN. CP NOTE SEE DET@
3E .. ---~-~
----,"""--~ ~~=-~r,r-,-cr--- CP-2
GRAVEL BASE
SEE GEN
CP NOTE 3D.-__...
BRASS TAGS
(TYP 2 PLS)--
2-1 /2" PVC REF
CELL ACCESS TUBE. · _..,-
TO PIPE
DYMO LABEL
(PIPE SIZE,
MATERIAL, SERVICE
TERMINAL BOARD
¢::;:::;::::;:,U:1--1---SEE DETAIL BELOW
12"
♦
TO ANODE
AND STATION NO.) 12" DIP FM 34+90 -..-- BIG FINK TERMINAL BOARD.
BRASS LUGS
(TYP)
2-No. 8 HMWPE
TO P!PE'-------<j::jj;i,
BRASS TAGS
SEE GEN. CP 12" DIP-;-lc:1--¥
NOTE 3F.--L...-1-1 ™
SINGLE (7 LEAD)
~-+--- SHUNT .01 OHM
cJt::j:j:>----- WHITE #12 THWN
CABLES TO
ANODES
NOTE:
1. BRASS TAGS NOT REQUIRED
ON ANODE WIRES.
TEST BOX WIRING AND MOUNTING
(TWO ANODES)
CB
NTS
CONSULTANTS, INC.
I 6466 _!Jernardo Cenfer Drive
Suite B-275
San Diego, CA 92128
(BSB) 592-0226
LIST OF CORROSION TEST STATIONS (CTS)
GIS COORDINATES No OF No OF REF
CTS# STA EASTING WIRES ANODES DETAIL NOTE
LA COSTA GREENS
1 SEW 32+74 1986378 6251305 4 0 5/CP-2 INSUL. FLG.
2 SEW 34+90 1986482 6251495 2 2 1/CP-1 -
3 SEW 41 +20 1986785 6252046 2 2 1/CP-1 -
4 SEW 47+30 1986992 6252630 2 2 1/CP-1 -
5 SEW 53+40 1987149 6253207 2 2 1/CP-1 -
6 SEW 59+50 1987390 6253767 2 2 1/CP-1 -
7 SEW 65+60 1987635 6254325 2 2 1/CP-1 -
W1 SEW 48+60 1986933 6252771 2 1 1/CP-2 81.25' OF 1 6" DIP w W2 SEW 51 +50 1987004 6253059 2 1 1/CP-2 56.6' OF 1 6" DIP w W3 SEW 67+45 1987634 6254528 2 1 (/CP-2 103' OF 16w DIP w IJr~[SSI RANCH
,'-:.,; l=;DN I I -c_;,~~/2C 7 C)2 '::,,18J .-3 ') ) I /Cl' 1 L ':$' ( f(c;r•ip ' q (~['N ''\ [j'!_~_,lj()(i 7 2
., 1/CP ' . ' ', , I ./ . - ,_ - - , .!__ ._) /
IC ~;L\i\;' '\ '•"1 ll- . 1 ')'•C'•)-,-,
,,l . (: , _ :'- n("..·_ 1 ,'_1
I
07i:::,1.:::n7~ 2 L. 1 /CP--1
'
-
I . ~::--r\N •< I t:"~_I 1 '. l_-,.:z, 1 .) b257057 ') ) 1 /( '~) I - I , ' . 12 "T'N 4u4- _,(' c-,--f·J,~; /C ·1) (3)5:;, 759 -1 Ci ,_ /('11_·) If\:' l I FLG_ 'j / , _ _, ,.
GENERAL CATHODIC PROTECTION NOTES
1. ALL MATERIALS AND INSTALLATION METHODS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS AND TECHNICAL SPECIFICATION ON SHEET CP-4.
2. UNLESS OTHERWISE NOTED DRAWINGS ARE NOT SHOWN TO SCALE,
3. AT-GRADE CORROS,ON TEST STAT,ONS:
A. TEST BOXES SHALL BE LOCATED JUST BEHIND THE CURB PERPENDICULAR TO THE TEST WIRE CONNECTION POINT. TEST STATIONS MAY BE MOVED SLIGHTLY FROM THE STATIONS SHOWN TO AVOID DRIVEWAYS OR INTERFERENCE WITH OTHER STRUCTURES.
8. USE CHRISTY MODEL GS TEST BOX.
C. PROVIDE i 8" SLACK WIRE AT WELD TO PIPE AND COILED fN TEST BOX.
D. BOTTOM OF TEST BOX SHALL BE A 12" DEEP GRAVEL LEACH FIELD AS SHOWN. PROVIDE A 2-1 /2" PVC REFERENCE CALL ACCESS CHUTE FILLED WITH NATIVE SOIL, NOT GRAVEL.
E. INSTALL REINFORCED CONCRETE PAD (26" SQ x 4" THICK) AROUND TEST- BOXES IN UNPAVED AREAS. No. 4 REBAR FOUR PLACES.
F. IDENTIFY TEST LEADS WITH 1-1 /2" DIA. BRASS TAGS. STAMP ( 1 / 4") SIZE, PIPE MATL, SERVICE AND STA. NO. ATTACH TAGS WITH No. 14 BARE COPPER WIRE.
4. ANODE INSTALLATION NOTES:
A. SOAK ANODES IN WATER FOR 30 MIN. BEFORE INSTALLATION. SEE SPECIFICATION ON CP-4.
8. INSTALL ANODES WITH MAX OFFSET FROM DIP BUT WITHIN DrsTRtCT EASEMENT.
C. PROTECT ANODE LEAD WIRE WITH ROCK-FREE SHADING AND PADDING. MINIMUM DEPTH OF LEAD WIRE IS 24 INCHES. INSTALL WARNING TAPE.
5. ALL BURIED DIP JOINTS MUST BE BONDED PER DETAIL 1 ON SHEET CP-3.
6. ALL DIP SHALL BE POLYETHYLENE ENCASED PER AWWA C105 METHOD A AS SHOWN IN D[TAIL 2 ON CP-3.
7. BURIED MECHANICAL DIP JOINTS, I.E., VALVES, FLANGES OR COUPLINGS, EXCEPT INSULATING FLANGES, MUST BE BONDED AND WAX TAPED PER DETAIL 5 ON SHEET CP-3.
8. WAX TAPE ALL BURIED METALLIC FITTINGS, INCLUDING BRONZE SADDLES INSTALLED AT EACH BLOW-OFF AND AIR/VAC CONNECTION, PER AWWA C217 AND SPECIFICATIONS ON CP-4.
9. NO WIRE OR CABLE SPLICES ARE PERMITTED.
10. WIRE CONNECTIONS TO PIPE SHALL BE MADE BY THE ALU MINO- THERMIC WELD PROCESS SHOWN ON SHEET CP-3. ATTACH 1 WIRE PER ALUMINO- THERMIC WELD. ALL WELDS MUST BE SEPARATED BY 3" MINIMUM.
11. CONTRACTOR SHALL DOCUMENT ALL CHANGES FROM THESE DRAWfNGS AND SUBMIT "AS-BUILT" DRAWINGS TO THE ENGINEER PRIOR TO COMPLETION OF WORK.
12. INSULATING FLANGES SHALL BE TESTED USING THE GAS ELECTRONICS MODEL 601 INSULATION TESTER (OR EQUAL) AND APPROVED BY THE DISTRICT BEFORE THE WORK IS ACCEPTED.
13. DIP CONTINUll'Y AND CP INSTALLATIONS MUST BE TESTED AND INSPECTED BY THE DISTRICT BEFORE THE WORK IS ACCEPTED.
ENGINEER. OF WORK
i@IJ f~3
E.A. DeCar!o CR !Olf DATE CP-1
VALLECITOS WATER DISTRICT AS BUILT
fr~~L&- /D-5'-~
~ /T) --7 / ~ - Cl toll EXP. 1#.-JJ-t:Mr DATE
BY: C,/ ~ (/. ~ 2, /1~? .....,,,,,==~-------....------1 --- REVIEWED BY: WID DWG NO.
PRESTON H. LEWIS, P .E.
R.C.E. 45927, EXP. 12/02
DATE
k11J & C I '"""' ,,1,,,lo' INSOCCTOR DATE
l---+--+--------------1-----+---1-----+----l [ml CI~IN2?NG ~~~ADJ [m
DATE INITIAL
ENGINEER OF WORK REVISION DESCRfPTION
i I
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
IJLPBOVEJlllNT PUNS 1'011:
POINSETTIA LANE AT LA COSTA GREENS
c.trHDDIC PROrifCTION PLAN AND Dff.AILS
EXP. ~!trf,1 DAE
DWN BY: PROJECT NO. DRAWING NO.
CHKD BY:
RWID BY: CT99-03 397-2I
VWD 02-002
' I
030603
I
.
I
SIDtWALK OR
CONCRETE PAD I -
- - - -- -
_J_----t----'-----~~= CURB
16" DIP W
RW
TEST BOX
EB
SEE WIRING DIAGRAM
WARNING TAPE
12" 24"
2-No. 8 HMWPE -= - l - 7
PIPE LEAD WIRES
12'
NOTE:
No. 12 THWN
(WHITE) ANODE
LEAD WIRES
ALUMINO-THERMIC
WELD. (TYP) SEE
3 DETAIL@
CP-3
48 LBS. PREPACKAGED
MAGNESIUM ANODE
SEE DETAIL ffi
~ ::__J
1 6" DIP W
1. SEE GENERAL CP NOTES No. 3 AND No. 4 ON SHEET CP-1.
BRASS TAG
SEE LEGEND
2-WIRE CTS WITH 1 ANODE
NTS
EB
BRASS TAG LEGEND
TEST LEADS --~
TO TEST BOX
FOR WIRING
AND MOUNTING
SEE ffi A&B C&D
INSULATING GASKET -~
(FULL FACED). FOR
INSUL. MATLS. AND
WASHER\SLEEVE
ASSEMBLY SEE ffi
EXIST. 1 2"
DIP TEE
A
GATE VALVE
WIRE
A No
B No
C No
D No
SIZE TAG ID
2 HMWPE 12" FM No OR Wt
6 HMWPE 12" FM No OR Wt
8 HMWPE 1 2" FM So OR Et
2 HMWPE 1 2" FM So OR Et
~- PETROLATUM WAX TAPE.
SEE GEN. C.P. NOTE 8
ON SHEET CP-1.
TEST LEAD, ALUMINO
THERMIC WELD.
SEE DETAIL~
~
BRASS TAGS
(TYP)
2-1 /2" PVC REF
CELL ACCESS TUBE
TO PIPE
\'"
t
I
'
"
12"
t
TO ANODE
DYMO LABEL ---+116" DIP WAT 48+60 BIG FINK TERMINAL
(PIPE SIZE, MATERIAL i--- BOARD, (7 LEAD)
AND STATION NO.)
0 YELLOW #6-----<t=t=l=f
CABLES TO
PIPE
1s• DIP FM ,-,t::1---t
)-::_' -
BRASS TAGS~~"pr
~7J
0 f-..-+---SHUNT .01 OHM
}------ WHITE # 12
CABLES TO
ANODE
NOTE:
1. BRASS TAGS NOT REQUIRED
ON ANODE WIRES.
TEST BOX WIRING AND MOUNTING
FOR TWO ANODES
CB
NTS
CONCRETE PAD
SEE GEN. CP NOTE ~-- TEST BOX
3E ON CP-1 ~~-........ ----f' .• "'--:-P'IIR'"'""""'Zfee~..,--1· ~-c-r. ___ sEE DET ffi
GRAVEL BASE
SEE GEN i-i.¼--1---TERMINAL BOARD
CP NOTE 3D
ON CP-1 --~
BRASS TAGS
(TYP)----
2-1/2" PVC REF
CELL ACCESS TUBE-_____,-
DYMO LABEL
(PIPE SIZE,
MATERIAL, SERVICE
TO PIPE
12"
t
TO PIPE
AND ST A No.) --.__ ::-;:::::;;::~=;:::::::;;:::::;;::::;' 12" DIP FM 32+ 74
SEE DETAIL BELOW
SLACK LOOPS
BIG FINK TERMINAL BOARD
SINGLE (5 LEAD)
/:~~
( f- No. 2
I HMWPE
I \
No 6 HMWPE
(WEST SIDE OF
INSUL. FLG.) ---1--------1
~ B
,~• TO
WEST •
NOTE:
•
'V1
FM
C -".,/
PIPE
I
EAST •
1. SEE GENERAL CP NOTE Na.3 ON SHEET CP-1.
CAST IRON TRAFFIC COVER
MARKED "CP TEST"
CONCRETE BODY RATED
FOR OCCASIONAL
TRAFFIC CHRISTY GS
COVER WEIGHT: 1 0 LBS.
BODY WEIGHT: 61 LBS.
14-1/4"
11-1/8"
12"
~
= 'v, 11-3/8"
'--/fr------ ANODE LEAD No. 1 2 AWG
WITH THWN INSULATION (WHITE)
r~--='t---~ HEAT SHRINKABLE SLEEVE
-..____ CRIMP CONNECTION
WITH SILVER SOLDER
OR BRAZE
-- CLOTH BAG
~- GALVANIZED STEEL CORE
~- MAGNESIUM INGOT ( 48 LBS)
_.,-- SPECIAL BACKFILL
NOTES:
11 11
11 11
1. SEE GEN. CP NOTE 4 AND TECHNICAL
SPECIFICATIONS FOR ANODE INSTALLATION
AND SOAKING REQUIREMENTS.
2. DO NOT SUSPEND ANODE BY LEAD
WIRE.
3. MAGNESIUM INGOT SIZE: 6" x 5" x 32"
LONG. WT. 48 LBS. PRE-PACKAGED
WEIGHT 1 05 LBS.
MAGNESIUM ANODE
HIGH POTENTIAL
Alloy Composition
Element Weight %
Al .01 Max
Mn 0.05 to 1.3
Zn 0.002 Max
Cu 0.02 Max
Ni 0.001 Max
Fe 0.025 Max
Si 0.002 Max
Other 0.05 each Max 1
and 0.3 Total Max
Mg Balance
SPECIAL BACKFILL COMPOSITION
75% GYPSUM
20% BENTONITE
5% SODIUM SULFATE
CONCRETE TEST BOX
NTS
CB
MAGNESIUM ANODE 4
NTS
INSULATING SLEEVE
(FULL WIDTH OF MATED
FLANGES).
STEEL NUT
(2 EA. TYP.)
STEEL WASHER
(BOTH ENDS OF STUD)
INSULATING WASHER
(BOTH ENDS OF STUD)
STEEL THREADED STUD
(SIMILAR FOR BOLTS)
INSULATING MATERIALS:
GASKET -TYPE "E" NOEPRENE
FACED PHENOLIC
SLEEVE - G10 LAM. GLASS
WASHER -G10 LAM. GLASS
INSULATING WASHER AND SLEEVE ASSEMBLY 7
NTS
ENGINEER OF WORK
E.A. Decarlo CR 1011 P-2
CONSULTANTS, INC. VALLECITOS WATER DISTRICT AS BUILT
~ ,,/4 ~4-c. ~ 1 6466 Bernardo Center Drive
Suite B-275
San Diego, CA 92128
{85B) 592-0226
PRESTON H. LEWIS, P.E.
R.C.E. 45927, EXP. 12/02
DATE
~ Cit (011 EXP. 12-1/-c,cr DATE
REVIEWED BY: VWD DWG NO.
~•-C• ls , 11/nlu
INS CTOR DATE
~ CITY OF CARLSBA ~
!-----+--~---------------+--+---+---+----; L£1_j ENGINEERING DEPARTMENT LL1_j '.::::::==='..-============::::::=====-== !-----+--~---------------+--+---+---+----; IJIPROYEJIBNT PLANS FOR:
POINSETTIA LANE AT LA COSTA GREENS
CATHODIC PROTJIC'I'ION DlfTAILS
l--------+--1----------------+---+---+-----t----l APPROVED: 11[ _ I
A 6,..,.·=~..,,,-;_j/_,,_,.'----'· ~~~c,.,:....::.-::..::.".:....::.....__c_b_...,.wt'-"--_ ::z{,~/c'3 BURIED INSULATING FLANGE 4-WIRE CTS AT INSULATING FLANGE (B6 ~==~===:t=====================t==~~==t===::::=~ ciTY ENG~rrRR.~ EXP. 'DA'tl J_ ·•''.;" 1----+---+--------------+--=--=~t-;;-;::c-:-;-+---c-c=-----t--:=.,-t DWN BY:~G~PM~ PROJECT NO. DRAWING NO . . '~•- STA 42+28 NTS NTS DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL ~~~g ~~- -CT99-03 397-21 ,,,,,L __________________________________________________________________________ ~E~N~~NE~ER~O~F~wo;R~K===~~~~;;~~~==~o~TH~E~R~AP~PR~o~vA~L~CITY~AP~PR;o~vA;L~~~~~~~======~==~~I VWD 02-002
I i
030603
ALUMINO-THERMIC
WELD. (TYP) SEE
DETAIL
~- 2 EA. NO. 4 HMWPE
BOND WIRE
GASKET
BELL---
LOCKING SEGMENT
- ---------~-.,,,
K '\ '\. \. __ -s;:_ S S S \ S '\.
POLYETHYLENE
ENCASEMENT----~
2 EA. NO. 4 HMWPE
BOND WIRES (SEE
NOTE NO. 1)
I
A (
t >\ 16" DIP _
I \
, I
\ I
SECT A-A
: J --, ::: '-!
DUCTILE IRON PIPE __J ----:.._'f'-_--l~__J
1 GASKET-----
NOTES:
PLAN
1. BOND WIRES SHALL BE OF MINIMUM LENGTH (8" MAX LENGTH) AND LAID FLUSH AGAINST PIPE AND UNDER P.E. ENCASEMENT.
2. TEST ALL WELDS BEFORE BACKFILLING. SEE DETAIL 3 THIS SHEET.
3. GRIND OR FILE ALL SHARP l:.LJGl:.S OFF WELDS.
4. COAT WELDS PER DETAIL 3 THIS SHEET.
DUCTILE IRON PIPE BONDING
WAX TAPE-----.__
(SEE NOTE 4)
1-No 6 HMWPE
(TYP)
NTS
2-No 2 HMWPE
(TYP)-7
3" (TYP) :7 r
12" DIP
CB
Al_UMINO-THERMIC-~
WELD. SEE~
(TYP) 6
IN-LINE VALVE STATIONS
HOLD FOR
STA
BUTTERFLY VALVE
NOTES:
1. TWO (2) No. 2 BONDING WIRES REQUIRED ACROSS VALVES. ONE (1) No.6 WIRE REQUIRED FROM PIPE TO VAi VE OR COUPLING BODY.
2. BONDING WIRE SHALL BE AS SHORT AS POSSIBLE.
3. ALUMINO-THERMIC WELDS SHALL BE 3" APART MINIMUM. WELDS CAN BE PLACED ON FLANGE EDGE.
4. APPLY WAX TAPE TO ALL BURIED, NON-POLYETHYLENE WRAPPED SURFACES I.E. FLANGES VALVES, COUPLINGS, ETC. SEE SPECIFICATIONS SHEET CP-4.
5. BOLTS SHALL BE INDIVIDUALLY WRAPPED WITH WAX TAPE.
IN-LINE VALVE BOND
NTS
(
NOTES:
FIRST POLYETHYLENE ENCASEMENT TUBE.
FIX TO PIPE SECTION AT BOTH ENDS
SECOND POLYETHYLENE ENCASEMENT
TUBE (3 FT LONG). OVERLAP OVER
FIRST POLYETHYLENE ENCASEMENT TUBE
AFTER JOINT IS MADE
BOND WIRES SEE EB
STEP 1
FILE SURFACE TO
BRIGHT METAL
AND CLEAN
WELD CAP
STEP 4
\ . .
REMOVE SLAG
FROM CONNECTION
SEE NOTE 4
NOTES:
STEP 2
STRIP INSULATION
FROM WIRE
BITUMINOUS COATING
STEP 5
APPLY 2 COATS PRIMER
AND COVER CONNFCTION
WITH PRE-FORMED WELD
CAP
STEP 3
,--HANDLE
GRAPHITE COVER
STARTING POWDER
METAL POWDER
rl~J)1=-~--METAL DISC
GRAPHITE MOLD
CABLE
HOLD WELDER FIRMLY
WITH OPENING AWAY
FROM OPERATOR,
IGNllr. STARTING POWDER
STEP 6
COAT WITH A BITUMINOUS
COMPOUND SEE NOTE 3
1. WELDER SHOWN IS FOR HORIZONTAL SURFACES; FOR VERTICAL SURFACES SIDE WELDER IS REQUIRED.
2. ATTACH 1 WIRE PER WELD. ALL WIRE WELDS SHALL BE 6 INCHES APART, MINIMUM.
3. ALL EXPOSED METAL (STRUCTURE, WIRE, & WELD) SHALL BE COVERED WITH 2 COATS OF PRIMER AND AN ELASTOMERIC WELD CAP, THEN
OVER-COATED WITH BITUMINOUS COMPOUND OVERLAPPING PIPE COATING BY 2 INCHES MIN.
2" Cu
_,--- 2" BRONZE CORP STOP
,,---;- 2-1 /2"X2" NYLON
INSULATING BUSHING
,,..---er-2-1 /2" STL OUTLET
(WELD TO PIPE)
,,,--t---- MORTAR COATING
----:r-- PIPE
-::;:,,<----.. __ MORTAR LINING
---- BRASS SADDLE
DIP
1. INSTALL POLYETHYLENE PER AWWA C105-METHOD A. 4. ALL WELDS SHALL BE TESTED BY STRIKING THE WELD WITH A 2 LB HAMMER WHILE PULLING FIRMLY ON WIRE. ANY WELDS BROKEN OR LOOSENED SHALL BE RE-WELDED AND RE-TESTED. THE SURFACE MUST BE RE-GROUND AND CLEAN BEFORE RE-WELDING. ALL WELD SLAG SHALL BE REMOVED FROM THE WELD.
WAX TAPE WRAP
SEE SPECIFICATIONS
ON CP-4
2. PLACE POLYETHYLENE OVER BOND WIRES.
3. SEE POLYETHYLENE ENCASEMENT NOTES THIS SHEET.
NOTES:
1. SADDLE SIZE IS 1 /2" GREATER THAN CORP STOP TO ACCOMODATE DIELECTRIC BUSHING.
2. WRAP SADDLE WITH WAX TAPE.
DIELECTRIC ISOLATION AT 2" OUTLETS
DIP POLYETHYLENE ENCASEMENT
NTS
CB
___ ___:_A..:.:L:..:U....:..:M..:..:.l.:....:.N-=-O---'-T-'-H=E_R=~T==-~ C_W_E_L_D_D_E_T_A_I L-----t(B-3-----t _____ O_N_D_I P___,_(_A_I R_-_V_A_N~_s _O_R_B_L_O_W_-_O_F_F~)------i(B-4---;
POLYETHYLENE ENCASEMENT NOTES
1. ALL DUCTILE IRON PIPE SHALL 8[ FULLY ENCASED IN 8 MIL (0.008 INCHES) POLYETHYLENE SHEET MATERIAL IN ACCORDANCE WITH AWWA C 105 METHOD A AS SHOWN. THE POLYETHYLENE ENCASEMENT SHALL BE INSTALLED IN A NEAR PERFECT
CONDITION WITHOUT PINHOLES OR TEARS AND SHALL BE FULLY PROTECTED FROM DAMAGE DURING BACKFILLING.
2. CONTINUOUS INSPECTION OF THE POLYETHYLENE ENCASEMENT AND DIP PIPELINE BACKFILLING OPERATIONS BY A VWD INSPECTOR IS REQUIRED. ALL PIPE SECTIONS MUST BE FULLY INSPECTED BEFORE THE PIPE IS BACKFILLED.
3. THE CONTRACTOR SHALL NOTIFY THE INSPECTOR AT LEAST 3 DAYS IN ADVANCE OF THE INSTALLATION OF PIPE WITH POLYETHYLENE ENCASEMENT. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR OF WORK PROGRESS AND TO COORDINATE THE WORK WITH THE INSPECTOR'S AVAILABILITY.
4. ALL DAMAGE TO THE POLYETHYLENE SHEET MATERIAL, AS IDENTIFIED BY THE VWD INSPECTOR OR OTHERWISE, SHALL BE FlJLLY REPAIRED IN A MANNER AGREEABLE TO THE INSPECTOR. THE PIPE LAY OPERATION SHALL BE STOPPED AND THE BACKFILL RE-EXCAVATED AS NEEDED IN ORDER TO REPAIR POLYETHYLENE DAMAGE.
5. PIPE ZONE BACKFILL (PADDING AND SHADING) SHALL HAVE THE FOLLOWING PARTICLE SIZE DISTRIBUTION:
PARTICLE SIZE
1/4-INCH
NO. 4
NO. 30
NO. 100
NO. 200
PERCENT PASSING BY WEIGHT
100
75-100
12-50
5-20
0-15
6. SAMPLES OF IMPORTED CARRIER-PIPE SUBGRADE BACKFII I MATERIALS SHALL BE SUBMITTED TO THE DISTRICT FOR TESTING 61:.~0RE. PLACEMENT. THESE SAMPLES WILL BE TESTED FOR SOIL RESISTIVITY. SATURATED SOIL RESISTIVITIES OF 3,000 OHM-CM OR LESS WILL BE CAUSE FOR REJECTION. SEE VWD STANDARD DRAWING W-17.
CONSULTANTS, INC.
3"
I <
I "
PVC I
I
I
FLANGE ADAPTER
NOTES:
,,---- WAX TAPE
WRAP
DIP
POLYETHYLENE
ENCASEMENT
1. SEE THIS SHEET FOR POLYETHYLENE ENCASEMENT NOTES.
POLYETHYLENE MUST BE BUNCHED AND VERY LOOSE OVER FLANGES, VALVES AND COUPLINGS.
2. APPLY WAX TAPE OVER ENTIRE COUPLING SURFACE, INDIVIDUALLY WRAP ALL RODS, BOLTS, & IRREGULAR SURFACES. SEE
SPECIFICATIONS ON SHEET CP-4.
3. CARE SHALL BE TAKEN WHEN BACKFILLING TRENCH TO PREVENT DAMAGE TO WAX TAPE SYSTEM.
FLANGE ADAPTER WRAP
NTS
CB
ENGINEER OF WORK VALLECITOS WATER DISTRICT
P-3
AS BUILT
ft/di£
h.oecarlo CR 1011
c~~ / 9-- /1J /;? / l'l!-:e£. CJ!IQ If EXP. /:1-'lll-d° DATE BY (__,,/A.... (._Y. ~ z. /1 JN& l-====-=-c---.---------:--:-1 DATE \R-QfESS/o,i,
;,_,'v '4, <3' -,.'i.. A. Dtc <'.,;_
~ "<.; -11' '" --✓ <'.Z
1<:B L.J Exp.12/31/03 0 ~
- ~ - --~ REVIEWED BY: VWD DWG NO.
PRESTON H. LEWIS, P.E.
R.C.E. 45927, EXP. 12/02
DATE
IMPROYEMJ!NT PLANS FOR:
POINSETTIA LANE AT LA COSTA GREENS
aTHODIC PROTJICTION DJ/TAILS
16466 Bernardo Center Drive * C' ~ * aLr.-vi"J ~ {'i:,,C "' ..,,011~"' APPROVED: /!Jr .... ~·, Suite B-275 -I';, 0f?Rosi 0 ~.,. CITY ENGIN€ R. ~ EXP.
I
I :'i'':: San Diego, CA 92128 "l'i~o,-c-,1..l~o°" OWN BY:,~G!!P~M 5 PROJECT NO. DRAWING NO .
. l't, <
858
)
592
-
0226
DATE INITIAL DATE 1N1T1AL DATE 1N1T1AL cRvHwKoo
8 BYy'•:_=· CT99-03 397-2I .
' REVISION DESCRIPTION CITY APPROVAL I :i:L _____________________________________________________________________________ _;:::E=NG=IN=EE=R=OF=W=OR=K===============O=TH=ER=AP=PR=O=VAL======================:=:.J VWD 02-002
030603
"u ,, "'
PART 1 - GENERAL
1. 1 SCOPE OF WORK
A. FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND INCIDENTALS TO INSTALL
CATHODIC PROTECTION (CP) AND CORROSION MONITORING FACILITIES ON THE VALLECITOS WATER DISTRICT (VWD) 12" SEWER FORCE MAIN IN POINSETTIA LANE AS SHOWN ON THE DRAWINGS AND AS DESCRIBED IN THESE SPECIFICATIONS.
1 .2 SUBMITTALS
THE FOLLOWING INFORMATION SHALL BE SUBMITTED FOR APPROVAL OF THE ENGINEER IN ACCORDANCE WITH THE GENERAi REQUIREMENTS OF THESE SPECIFICATIONS.
A. CATALOG CUTS (5 COPIES):
1. 48 POUND PRE -PACKAGED STANDARD POTENTIAL MAGNESIUM ANODES
2. AT -GRADE TEST BOXES
3. SHUNTS
4. BRASS SPLIT -BOLTS
5. BRASS WIRE TAGS
6. WIRE AND CARLE
7. WAX TAPE WRAP
8. WELD CAPS
9 WELD COATING
1 0. INSULATING FLANGE KITS
11. WARNING TAPE'
8. AS-BUILT DRAWINGS: THE CONTRACTOR SHALL MAINTAIN AS-BUILT DRAWINGS SHOWING THE LOCATIONS OF ALL CORROSION FACILITIES. CHANGES FROM DESIGN SHALL BE INDICATED IN RED ON A BLUE LINE COPY OF THE DESIGN DRAWINGS AND SUBMITTl:D TO THE ENGINEER.
C. QUALIFICATIONS: THE CONTRACTOR SHALL RETAIN A CORROSION ENGINEER TO SUPERVISE CP INSTALLATIONS. THE CORROSION ENGINEER SHALL BE EXPERIENCED WITH PIPELINE
CATHODIC PROTECTION AND EITHER BE A REGISTERED CORROSION ENGINEER IN CALIFORNIA OR A NACE INTERNATIONAL CERTIFIED CATHODIC PROTECTION SPECIALIST.
D. TEST RESULTS:
1. INSULATING FLANGE TESTS
2. CONTINUITY TESTS
3. ANODE TESTING AND CATHODIC PROTECTION PERFORMANCE
1.3 TEST AND INSPECTION
A. INSPECTION: INSPECTION SHALL BE DONE BY THE VWD INSPECTOR. TESTING BY VWD'S CORROSION ENGINEER.
8. NOTIFICATIONS: THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST FIVE DAYS IN
ADVANCE OF INSTALLATION OF INSULATORS, ANODES, TEST LEADS, TEST BOXES, CONTINUITY BONDS OR THE APPLICATION OF WAX TAPE.
PART 2: MATERIALS
MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF THE HIGHEST QUALITY, THE
STANDARD PRODUCT OF MANUFACTURERS REGULARLY ENGAGED IN THE MANUFACTURING OF
SUCH PRODUCTS, AND SHALL BE THE MANUFACTURER'S LATEST STANDARD DESIGN THAT COMPLIES WITH THE SPECIFICATIONS. ALL MATERIALS AND EQUIPMENT SHALL BEAR EVIDENCE OF NATIONAL STANDARD AGENCY APPROVAL WHEN SUCH STANDARDS EXIST.
2.1 PRE-PACKAGED MAGNESIUM ANODES
A. CAPACITY: HIGH POTENTIAL MAGNESIUM ANODES WITH A THEORETICAL ENERGY CONTENT OF 1000 AMP-HOURS PER POUND AND MINIMUM USEFUL OUTPUT OF 500 AMP-HOURS PER POUND.
8. CHEMICAL COMPOSITION (STANDARD POTENTIAL MAGNESIUM):
ALUMINUM 0.01 PERCENT (MAX)
MANGANESE 0.05 TO 1.3 PERCENT
ZINC 0.002 PERCENT (MAX)
COPPER 0.02 PERCENT (MAX)
NICKEL 0.001 PERCENT (MAX)
IRON 0.025 PERCENT (MAX)
SILICON 0.002 PERCENT (MAX)
OTHER 0.05 PERCENT EACH (MAX)
AND 0.3 PERCENT TOTAL MAX)
MAGNESIUM BALANCE
C. OPEN CIRCUIT POTENTIAL: THE OPEN CIRCUIT POTENTIAL OF ALL ANODES, BURIED IN THE SOIL, SHALL BE BETWEEN 1.60 AND 1.75 VOLTS DC VERSUS A CU\CUS04 REFERENCE.
D. INGOT SIZE AND WEIGHT 48-POUND MAGNESIUM INGOTS WITH A TRAPEZOIDAL CROSS SECTION 32 INCHES LONG.
E. ANODE CONSTRUCTION: CAST MAGNESIUM WITH A GALVANIZED STEEL CORE ROD. RECESS ONE END FOR CONNECTION. MAKE CONNECTION MECHANICALLY SECURE THEN SILVER BRAZE.
INSULATE THE CONNECTION TO A 600 VOLT RATING WITH EPOXY AND COVERING ALL EXPOSED BARE STEEL CORE OR WIRE WITH HEAT SHRINKABLE TUBING. EXTEND INSULATING TUBING OVER LEAD WIRE INSULATION BY NOT LESS THAN ONE-HALF INCH.
F. ANODE PRE-PACKAGED BACKFILL MATERIAL: COMPLETELY ENCASE AND CENTER ANODES WITHIN A PERMEABLE CLOTH BAG WITH THE FOLLOWING SPECIAL LOW RESISTIVITY BACKFILL MIX:
GYPSUM 75%
POWDERED BENTONITE 20%
ANHYDROUS SODIUM SULFATE 5%
BACKFILi. GRAINS SHALL BE SUCH THAT 100% IS CAPABLE OF PASSING THROUGH A SCREEN OF 100 MESH. BACKFILL SHALL BE FIRMLY PACKED AROUND THE CENTERED ANODE INGOT BY AT LEAST TWO INCHES. BACKFILL RESISTIVITY SHALL BE 50 OHM-CM MAX. TOTAL WEIGHT 105 POUNDS.
2.2 AT -·GRADE TEST STATIONS
0. BRASS IDENTIFICATION TAGS: 18 GA., 1 ½-INCH DIA. BRASS TAGS WITH 3/16-INCH EDGE HOLE.
E. CONCRETE PAD: ASTM C94 READY-MIX CONCRETE.
2.3 WIRE AND CABLE
A. WIRE AND CABLE: SINGLE CONDUCTOR, STRANDED AWG GAUGE COPPER, WIRE SHALL CONFORM TO U.L. STANDARD 83 AND BE SUITABLE FOR DIRECT BURIAL IN CORROSIVE SOIL.
WIRE WITH HIGH MOLECULAR WEIGHT POLYETHYLENE (HMWPE) INSULATION SHALL CONFORMS TO ASTM D1248 TYPE 1, CLASS C, GRADE 5. THWN INSULATION SHALL CONFORM TO ASTM 02220.
1. TEST WIRES. WIRE SIZES AS SHOWN WITH BLACK HMWPE INSULATION.
2. ANODE LEAD WIRES. NO. 12 AWG WIRE WITH WHITE THWN INSULATION.
3. BOND WIRES. NO. 2, 4 OR 6 BLACK HMWPE INSULATION.
2.4 COATING FOR BURIED, NON-MORTAR COATED FITTINGS
A. WAX TAPE COATING: ALL BURIED NON-POLYETHYLENE WRAPPED FITTINGS AND APPURTENANCES SUCH AS VALVES, FLANGES, INSULATING FLANGES, COUPLINGS, ETC. SHALL BE COATED WITH A WAX TAPE PRIMER AND WRAP PER AWWA C217 AND THIS SPi:.CIFICATION.
8. PRIMER: PRIME EXPOSED NON-MORTAR COATED SURFACES WITH A BLEND OF PETROLATUM, PLASTICIZER, INERT FILLER, AND CORROSION INHIBITOR WITH A PASTE-LIKE CONSISTENCY.
C. TAPE WRAP: - WRAP PRIMED SURFACES WITH SYNTHETIC FELT TAPE SATURATED WITH A BLEND OF PETROLATUM, PLASTICIZERS, AND CORROSION INHIBITORS. A COMPATIBLE PETROLATUM FILLER SHOULD BE USED TO SMOOTH OVER IRREGULAR SURFACES.
D. OUTER COVERING: WRAP PRIMED AND WAX-TAPED SURFACES SHALL BE WRAPPED WITH A PLASTIC TAPE COV[RING CONSISTING OF THREE (3) LAYERS OF 1.5 MIL, POLYVINYLIDENE CHLORIDE (PVC) OR METALLOCENE RESIN, HIGH CLING MEMBRANES WOUND TOGETHER.
2.5 ALU MINO- THERM IC WELD KITS
A. WELD PROCESS: CABLE-TO-METAL CONNECTIONS SHALL BE MADE BY THE
ALUMINO-THERMIC WELDING PROCESS USING WELD CHARGES, ALLOY AND MOLD SIZE AS SPECIFIED BY THE MANUFACTURER OF THE WELD KIT.
8. WELD CAPS: SEAL ALL ALUMINO-THERMIC WELDS WITH A PRE-FABRICATED PLASTIC CAP FILLED WITH FORMABLE MASTIC ON A BASE OF ELASTOMERIC TAPE. USE ROYSTON HANDY CAP 2 OR EQUIVALENT. PRIME. COAT SURFACE WITH ROYSTON ROYBOND PRIMER.
C. WELD COATING: COAT ALL ALUMINO-THERMIC WELDS AND WELD CAPS WITH A
COLD-APPLIED FAST-DRYING MASTIC CONSISTING OF BITUMINOUS RESIN SUCH AS CARBOLINE BIT 50, TNEMEC 40-H-413 OR 3M SCOTCH CLAD 244. THE MIN COATING THICKNESS SHALL BE 0.025 INCH.
PART 3: EXECUTION
ALL WORK SHALL BE PERFORMED BY QUALIFIED, EXPERIENCED PERSONNEL. WORK NOT SPECIFICALLY DESCRIBED HEREIN SHALL CONFORM TO NACE RPOl 69-96.
3.1 PREPACKAGED MAGNESIUM ANODES
A. INSPECTION: INSPECT ALL LEAD WIRES FOR INTEGRITY AND DAMAGE. ANODE LEAD
WIRE-TO-ANODE CONNECTION FAILURES SHALL REQUIRE REPLACEMENT OF THE COMPLETE ANODE.
B. PRE-PACKAGED ANODE INSPECTION: INSPECT TO ENSURE THAT THE BACKFILL MATERIAL
COMPLETELY SURROUNDS THE ANODE AND THE CLOTH BAG IS IN TACT C. LOCATION: PLACE IN AUGURED HOLES BEHIND CURB AND SIDEWALK IN LANDSCAPED PLANTING STRIP. ANODE STATIONING CAN BE ADJUSTED. ENGINEER TO APPROVED ALL ADJUSTMENTS OVER 10 FEET.
D. HANDLING: NEVER LIFT ANODE BY THE LEAD WIRE. ALL ANODES SHALL BE LOWERED INTO THE HOLE USING A SLING OR A ROPE.
E. ANODE DEPTH: ANODES HOLES SHALL BE 12 FEET DEEP.
F. SOAKING REQUIREMENTS: SOAK PREPACKAGED ANODES IN WATER FOR 30 MINUTES BEFORE PLACING IN HOLE. POUR 15 GALLONS OF WATER IN HOLE TO COMPLETELY COVER ANODE.
SOAK FOR 30 MINUTES. BACKFILL WITH NATIVE, ROCK-FREE (1/2-INCH MAXIMUM ROCK SIZE) SOIL TO COVER TOP OF ANODE. ADD 5 TO 10 GALLONS OF WATER. ALLOW TO SOAK FOR 15 MINUTES.
G. ANODE HOLE BACKFILL: AFTER SOAKING BACKFILL ANODES WITH NATIVE TRENCH SPOIL (NOT SAND) WITH ALL STONES OVER 1-INCH DIAMETER REMOVED. BACKFILL IN 18-INCH LIFTS AND COMPACT. NO VOIDS SHALL EXIST AROUND THE ANODE BAGS.
3.2 AT-GRADE TEST STATIONS
A. LOCATION: AT-GRADE CORROSION MONITORING TEST BOXES SHALL BE PLACED JUST BEHIND THE CURB AS SHOWN.
B. LEACH FIELD: PLACE BOX IN GRAVEL LEACH FIELD 12" DEEP AS SHOWN.
C, REFERENCE CELL ACCESS: PVC TUBE FRO REFERENCE CELL ACCESS SHALL PENETRATE GRAVEL AND TERMINATE IN SOIL. FILL WITH SOIL.
D. TEST LEAD ATTACHMENT: ATTACH TEST LEADS TO THE PIPE USING THE ALUMINO-THERMIC WELD PROCESS AS DESCRIBED BELOW. PLACE. 18-INCH DIAMETER SLACK WIRE AT EACH WELD.
E. TEST LEAD INSTALLATION: TRENCH WIRE AT A MINIMUM DEPTH OF 24 INCHES, ALL TEST LEADS SHALL TERMINATE IN A TEST BOX WITH 18-INCHES OF SLACK WIRE IN THE BOX.
F. BRASS TAGS: SECURELY ATTACH TO THE TEST LEADS WITH UN-INSULATED NO. 14 COPPER WIRE. DIE-STAMP WITH ¼-INCH HIGH CHARACTERS. LEGEND AS SHOWN.
G. ANODE CONNECTION: CONNECT TO FINK SHUNT AS SHOWN. LEAVE PIPE LEAD DISCONNECTED FOR CONNECTING BY CORROSION ENGINEER AT ACTIVATION.
H, CONCRETE PAD: PLACE A 26 INCHES SQUARE BY 4 INCHES DEEP, REINFORCED (NO. 4
3.3 WIRE AND CABLE
A. TEST LEAD TRENCHING AND BACKFILLING: THE BOTTOM OF THE TRENCH SHALL BE 3 INCHES OF SAND OR STONE-FREE EARTH. COVER TEST LEADS WITH 6-INCH LAYER OF STONE-FREE EARTH AND TAMP. USE TRENCH SPOIL FOR REMAINDER OF BACKFILL UNLESS DIRECTED OTHERWISE. FINAL SOIL COMPACTION SHALL BE AS SPECIFIED ELSEWHERE. DO NOT STRETCH, KINK OR CUT THE CONDUCTOR. DO NOT PLACE ROOTS, WOOD SCRAPS, ORGANIC MATTER IN THE BACKFILL.
B. DAMAGED WIRE: DAMAGED WIRE SHALL BE REJECTED AND REPLACED COMPLETELY AT THE CONTRACTOR'S EXPENSE. ALL REJECTED WIRE SHALL BE REMOVED FROM THE JOB SITE AT THE CLOSE OF EACH WORKDAY.
C. SPLICING: NO WIRE SPLICES ARE ALLOWED.
3.4 WAX TAPE COATING
ALL BURIED PIPE, PIPE FITTINGS AND APPURTENANCES SUCH AS TAPPING SADDLES,
BLOW-OFF AND AIR-VAC CONNECTIONS, VALVES, FLANGES, INSULATING FLANGES, COUPLINGS
AND ADAPTERS (EXCEPT CASINGS) THAT ARE ON THE DIP SEWER MAIN AND NOT POLYETHYLENE WRAPPED SHALL BE WRAPPED WITH PETROLATUM WAX TAPE PER AWWA C217 AND THESE SPECIFICATIONS.
A. SURFACE PREPARATION: SURFACE SHALL BE CLEAN AND FREE OF ALL MOISTURE, DIRT, MILL SCALE, COAL TAR, OIL, GREASE OR ANY FOREIGN SUBSTANCE. CLEAN OIL OR GREASE WITH SUITABLE SOLVENT. THE SURFACE SHALL BE DRY PRIOR TO THE APPLICATION OF THE COATING.
B. PRIMER: APPLY PRIMER BY BRUSH, HAND, GLOVE OR ROLLER. A THIN COATING OF PRIMER SHALL BE APPLIED TO ALL SURFACES AND WORKED INTO ALL CREVICES. THE PRIMER
SHALL BE APPLIED GENEROUSLY AROUND THREADED BOLTS AND NUTS, COUPLING TIE RODS,
FLANGES, FOLLOWERS, AND OTHER IRREGULAR SURFACES AND SHALL COMPLETELY COVER ALL EXPOSED SURFACES AND FILL ALL VOIDS. OVERLAP PIPE COATING BY A MINIMUM OF 3 INCHES.
C. WAX TAPE: APPLY PETROLATUM WAX-TAPE IMMEDIATELY AFTER PRIMER. SHORT LENGTHS
OF TAPE SHALL BE CUT AND CAREFULLY MOLDED AROUND EACH INDIVIDUAL BOLT, NUT, TIE-ROD AND STUD-ENDS. INDIVIDUALLY WRAP ALL ODD SURFACES. COMPLETELY COVER WITH TAPE. TIE RODS SHALL BE INDIVIDUALLY SPIRAL WRAPPED. COVER ALL BOLTS AND
IRREGULAR SURFACES WITH SHORT SECTIONS OF TAPE THEN CIRCUMFERENTIALLY WRAP TAPE
OVER THE FLANGE, VALVE OR FITTING WITH SUFFICIENT TENSION AND PRESSURE TO PROVIDE CONTINUOUS ADHESION WITHOUT STRETCHING THE TAPE. THE TAPE SHALL BE FORMED BY HAND INTO ALL VOIDS AND SPACES. THE'RF SHALL BE NO GAPS OR AIR SPACES UNDER THE TAPE. THE BARRFL OF COUPLINGS SHALL BE WRAPPED UNDER THE TIE RODS. THE TAPE SHALL BE APPLIED WITH AT LEAST A 55% OVERLAP. THE WAX TAPE SYSTEM SHALL HAVE A MINIMUM THICKNESS OF 50 MILS OVER SMOOTH SURFACES AND 100 MILS OVER SHARP PROJECTIONS SUCH AS BOLTS AND NUTS.
D. OUTER COVERING: APPLY CLEAR PLASTIC OUTER COVERING BY HAND SUCH THAT THE MATERIAL CONFORMS AND ADHERES TO THE WAX TAPE SURFACE. COUPLING TIE RODS SHALL BE INDIVIDUALLY WRAPPED. APPLY TWO LAYERS OF PLASTIC OUTER WRAP.
3.5 CONTINUITY BONDING
A. MECHANICAL JOINTS: ALL BURIED DIP JOINTS AND ALL MECHANICAL JOINTS (I.E., FLANGES,
VALVES, COUPLINGS EXPANSION JOINTS) THAT ARE NOT SPECIFICALLY IDENTIFIED AS INSULATING JOINTS SHAL.L BE BONDED WITH BOND WIRES AS INDICATED IN THE DRAWINGS.
8. BOND WIRE: MAKE SHORT AS POSSIBLE. CAN WELD TO FLANGE EDGE OR PIPE.
3.6 WIRE TO PIPE CONNECTIONS
A. WELDS: ALL COPPER WIRE-TO-PIPE CONNECTIONS SHALL BE ALUMINO-THERMIC WELDS.
8. PREPARATION OF WIRE AND CABLE: USE A WIRE CUTTER. DO NOT DEFORM CABLE.
CLEAN OILY OR GREASY CABLE WITH A RAPID-DRYING SOLVENT. REMOVE INSULATION FROM THE CABLE.
C. PREPARATION OF METAL: CLEAN DIRT, GRIME, AND GREASE FROM THE METAL IN A 5-INCH DIA. AREA. CLEAN THE STRUCTURE TO A BRIGHT, SHINY SURFACF FREE OF ALL SERIOUS PITS AND FLAWS. THE WELD AREA MUST BE ABSOLUTELY DRY.
D. WIRE POSITION: THE WIRE IS TO BE HEU) AT A 30-DEGREE ANGLE TO THE SURFACE WHEN WELDING. ONLY ONE WIRE SHALL BE ATTACHED WITH EACH WELD.
E. TESTING OF ALL COMPLETED WELDS: AS SOON AS THE WELD HAS COOLED, THE WELD SHALL BE TESTED BY THE CONTRACTOR AS DESCRIBED BELOW.
F, COATING OF ALL COMPLETED WELDS: APPLY PRIMER AND ELASTOMERIC WELD CAP TO THE WELD. APPLY A BITUMINOUS COATING OVER THE WELD CAP AND TO ALL EXPOSED AREAS.
PART 4 - TE'STING AND INSPECTION
4.1 TEST LEADS AND BOND WIRES
A. RESPONSIBILITY: THE CONTRACTOR SHALL TEST ALL LEADS AND BOND WIRE WELDS.
8. TEST METHOD: TEST WELD FOR STRENGTH BY STRIKING A SHARP BLOW WITH A
TWO-POUND HAMMER WHILE PULLING FIRMLY ON THE WIRE, WELDS FAILING THIS TEST SHALL BE RE-WELDED AND RE -TESTED. WIRE WELDS SHALL BE SPOT TESTED BY THE ENGINEER OR INSPECTOR.
C. ACCEPTANCE: WELDS NOT LOOSENED OR BROKEN BY THE HAMMER TEST CAN BE COATED AND BACKFILLED. THE RESISTANCE BETWEEN EACH PAIR OF TEST LEADS SHALL NOT EXCEED 150% OF THE PUBLISHED WIRE RESISTANCE. ULTIMATE BOND WIRE ACCEPTANCE SHALL BE DETERMINED BY CONTINUITY TESTS.
4.2 TEST LEAD TRENCHING AND BACKFILL
A. RESPONSIBILITY: THE DEPTH, TRENCH BOTTOM PADDING, AND BACKFILL MATERIAL SHALL BE INSPECTED BY THE INSPECTOR AT HIS DISCRETION PRIOR TO BACKFILLING.
B. METHOD: VISUAL INSPECTION.
C. ACCEPTANCE: CONFORMANCE WITH THESE SPECIFICATIONS.
4.3 CONTINUITY TESTING
A. RESPONSIBILITY: THE VWD CORROSION ENGINEER SHALL TEST THE FULL LENGTH OF THE PIPE FOR CONTINUITY.
8. TEST METHOD: USE THE DIRECT RESISTANCE METHOD. THE DIRECT RESISTANCE METHOD
CONSISTS OF MEASURING THE LINEAR RESISTANCE OF INDIVIDUAL PIPE SECTIONS BETWEEN TWO ADJOINING TEST STATIONS (2-WIRE MINIMUM) AND COMPARING WITH THEORETICAL RESISTANCE.
C. ACCEPTANCE: ACCEPTABLE CONTINUITY IS WHEN THE ACTUAL RESISTANCE MEASURED, AS DESCRIBED ABOVE, IS EQUAL TO OR LESS THAN 130% OF THE THEORETICAL PIPE SECTION RESISTANCE. IF THE ACTUAL RESISTANCE IS GREATER THAN 130% THE CONTRACTOR SHALL,
AT HIS OWN EXPENSE, LOCATE THE OPEN OR HIGH RESISTANCE JOINTS, MAKE ALL NECESSARY REPAIRS, AND RETEST UNTIL CRITERION IS MET.
4.4 ANODES AND CATHODIC PROTECTION PERFORMANCE
A. RESPONSIBILITY: THE CONTRACTOR MUST PROVIDE THE PROPER RATED POTENTIAL ANODE, SUFFICIENT ANODE LEAD WIRE LENGTH AND THE PROPER ANODE HOLE DEPTH. THE VWD
CORROSION ENGINEER SHALL TEST EACH INSTALLED ANODE FOR WIRE CONNECTION INTEGRITY AND FOR OPEN-CIRCUIT POTENTIAL.
B. CATHODIC PROTECTION PERFORMANCE TEST METHOD: THE PERFORMANCE OF THE CATHODIC PROTECTION SYSTEM WILL BE TESTED BY THE VWD CORROSION ENGINEER. THE TESTING SHALL INCLUDE: MEASUREMENT OF ALL Of'c.N-CIRCUIT ANODE POTENTIALS; PIPE-TO-SOIL POTENTIALS
AT EACH TEST STATION AND OTHER LOCATIONS AS NECESSARY BEFORE THE ANODES ARE CONNECTED; INITIAL ANODE CURRENTS AFTER CONNECTING ANODE LEADS TO THE PIPE LEADS;
AND THE PIPE-TO-SOIL POTENTIAL AT EACH PREVIOUSLY TESTED SITE WITH ALL ANODES CONNECTED. PRE- AND POST CATHODIC PROTECTION POTENTIALS AT MIDPOINTS BETWEEN ANODE BEDS ARE REQUIRED TO VERIFY THAT THE PIPELINE IS FULLY PROTECTED. ADEQUATE PROTECTION SHALL BE AS DEFINED IN NACE RP0169.
C. FIELD REPORT: ALL SYSTEM DEFICIENCIES SHALL BE DESCRIBED IN ONE OR MORE FIELD TEST REPORTS BY THE CORROSION ENGINEER.
D. ACCEPTANCE: THE SYSTEM WILL BE ACCEPTED IF ALL ANODES, TEST STATIONS, AND SUPPORTING FACILITIES ARE INSTALLED AND WORKING PROPERLY.
4.5 WAX TAPE COATING
A. RESPONSIBILITY: WAX TAPE APPLICATIONS SHALL BE INSPECTED BY THE INSPECTOR.
8. TEST METHOD: EACH TAPE WRAPPED COMPONENT SHALL BE VISUALLY INSPECTED.
BACKFILLING SHALL NOT BE DONE UNTIL THIS INSPFCTION IS COMPI FTF AND THE TAPE WRAP APPLICATION IS APPROVED BY THE INSPECTOR.
C. ACCEPTANCE: CONFORMANCE WITH THIS SPECIFICATION.
4.6 COMPLIANCE WITH SPECIFICATIONS
A. DEFICIENCIES: ANY DEFICIENCIES OR OMISSIONS IN MATERIALS OR WORKMANSHIP FOUND BY THESE TESTS SHALL BE RECTIFIED BY THE CONTRACTOR AT HIS EXPENSE.
ENGINEER OF WORK
~u l~/'/-0;3
E.A. Decarlo CR 1011 DATE
VALLECITOS WATER DISTRICT "AS BUILT
c~M~
~ CR ID,, EXP. 12-•f•O".,-DATE
REVIEWED BY: VWD DWG NO.
£A);'&\. C,,,,l+o n Ir,!..
INS ECTOR DATE
A. TEST BOX: TEST BOXES SHALL BE A ROUND, PRECAST CONCRETE WITH A CAST IRON LID STRONG ENOUGH TO SUPPORT OCCASIONAL VEHICULAR TRAFFIC. THE LID SHALL BE CAST WITH THE LEGEND "CP TEST ". MOUNT Fl USH WITH GRADE. USE CRISTY G5 OR EQUAL.
REBAR) CONCRETE PAD AROUND EACH AT-GRADE TEST STATION IN UNPAVED AREAS. fsffe.Pl CITY O CARLSBAD ~ l----+--1----------------+---l----+----+----t '.::~::::::::::::6:::::..'===EN:::G::IN::E:=ER:::IN::G:::::::DE=:P::::ARTM:::::::::E:::NT::::::=::....':::l.LLJ::::::::::::1=:
8. TERMINAL BOARDS: USE PLASTIC (LEXAN) BIG FINK SINGLE (7 LEAD) TERMINAL BOARD AS ?:l'--.;o:--F_ES_s:.:c,ol\' TEST BOX. ALL TERMINAL BOARD HARDWARE SHALL BE NICKEL OR CADMIUM PLATED BRASS. De CONSULTANTS, f NC, Pf ::,c,<,; -,t % IJLPROYEMENT PLANS FOR:
POINSETTIA LANE AT LA COSTA GREENS
CATHODIC PROTECTION SPECIFICATIONS
SUPPLIED BY COTT MANUFACTURING COMPANY OF GARDENA, CALIFORNIA INSIDE AT -GRADE ~ ?) ,s-"'0 "'i,.A, Dec 01<~
TEST LEADS LARGER THAN NO. 6 SHALL TERMINATE UNCONNECTED IN THE TEST BOX. [;J ,,., ,.,._,,;a,/ □ 3 o ~ CC No,10" Al APPROVED: lfY
C. SHUNTS: 0.01 OHM RATED AT 6 AMPS, ACCURATE TO 1 %. USE FINK BOARD SHUNTS. 16466 Bernardo Center Drive * * /46 e~ (/, ~~"-• ,c__...,hLJC_>t't-c_::__ __ ~/'1J DflTE LEAVE PIPE LEAD DISCONNECTED FROM SHUNT UNTIL SYSTEM ACTIVATION BY DISTRICT Suite B-275 -r';, 00~Ros' 0"' ,-;,"f' CITY ENGIN~ RffE~= EXP. San Diego, CA 92128 '1r. --.__,,; ~ ' ,., CORROSION ENGINEER. (858) 592-0226 (' Or CAL''o OWN BY~:-~ PROJECT NO. , i, DATE INITIAL DATE INITIAL DATE INITIAL CHKD B't~-"""='. CT 9 9- O 3 DRAWING NO.
397-2I
: : L------------------------------------------------------------------------------------------~E~NG~1N~EE~R~o~F~w~o~RK~===~R~EV~1~s~,o~N~~D~E~sc~R~1PT~1o~N~==~or~H~rn~A~PP~R~ov~A:L!:::c~1TY~A~PP~R~ov~A=L~=Rvw~o~s=Y:~-~~~1=··, ~======~====~ VWD 02-002
I I I
03IT603
I
I
.
I
VILLAGES OF LA COSTA - THE GREENS
II I
Landscape Median
Improvement Plans
Morrow Development
1903 Wright Place, Suite 180
Carlsbad, CA 92008
(760) 929-2701
~" ~
S H E E T I N D 'E X
SHEET# TITLE
27 LANDSCAPE TITLE SHEET
28 RECYCLED WATER COVER SHEET
29 RECYCLED WATER USE PLAN
30 IRRIGATION PLAN - BASE A
31 IRRIGATION PLAN - BASE B
32 IRRIGATION PLAN - BASE C
33 IRRIGATION PLAN - BASED
34 IRRIGATION PLAN - BASE E
35 IRRIGATION PLAN - BASE F
36 IRRIGATION PLAN - BASE G
37 IRRIGATION PLAN - BASE H
38 IRRIGATION PLAN - BASE I
39 IRRIGATION PLAN - BASE J
40 IRRIGATION PLAN ~ BASE K
41 IRRIGATION PLAN - BASEL
42 IRRIGATION NOTES AND LEGENDS
43 IRRIGATION PET AILS
l,AND CONCERN
),J,.Nt>$Cl,l>\I A"CH1'ril<.l'f .... RII
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 SHEET# TITLE
IRRIGATION DETAILS
IRRIGATION SPECIFICATIONS
TREE AND G.C. PLAN - BASE A
SHRUB PLAN - BASE A
TREE AND G.C. PLAN - BASE B
SHRUB PLAN - BASE B
TREE AND G.C. PLAN - BASE c
SHRUB PLAN - BASE c
TREE AND G.C. PLAN - BASE D
SHRUB PLAN - BASE D
TREE AND G.C. PLAN - BASE E
SHRUB PLAN - BASE E
TREE AND G.C. PLAN - BASE F
SHRUB PLAN - BASE F
TREE AND G.C. PLAN - BASE G
SHRUB PLAN - BASE G
TREE AND G.C. PLAN • BASE H
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF
PLANTING AREAS.
I..-------~-------'
61 62
63 64
65 66
67 68
69 70
71 SHRUB PLAN - BAS! H
TREE AND G.C. PLAN - BASE I
SHRUB PLAN - BASE I
TREE AND G.C. PLAN • BASE J
SHRUB fiLAN - BASE J
TREE AND G.C. PLAN - BASE K
SHRUB PLAN - BASE K
TREE AND G.C. PLAN - BASE L
SHRUB PLAN · BASE L
PLANTING DETAILS
SPECIFICATIONS
\\ l \\l
\ I \ I \ . ,
I V
"AS BUILT"
~N.)Jn
REVIEWED BY:
~l:J.C •• ,1. ...
' INS~ECTOR
DATE
11 /1.1/os
DATE
VICINITY MAP -'-K'---E=---"y __ M_A_P
NOTTOSCAL.E
CITY OF OCEANSIDE
HIGHWAY 78
PACIFIC OCEAN
CITY OF
HARD SCAPE
-
EL CAMINO REAL
l. CONTRACTOR TO REVIEW CONSTRUCTION PLANS AND GRADING PLANS THROUGHLY PRlOR TO BEGINNING WOR ''' ,,, 2. CONTRACTOR TO CONT ACT CITY INSPECTOR AT (7f;J) 815-6708 & LANDSCAPE ARCHITECT PRIOR TO START OF CO:
FOR PRE JOB MEETING. ALLOW 48 HOURS LEAD TIME. CONTACT ANDY BOWDEN (949) 250-4822 . ._, \D
3. CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT PRIOR TO REVIEW HARDSCAPE FORMING PRIOR TO POUR.
AlLOW 48 HOURS LEAD TIME. CONT ACT ANDY BOWDEN (949) 250-4822. ,.. ,_
4. CONTRACTOR SHALL NOT MAKE FIELD CHANGES UNLESS AlITHORIZHD BY THE LANDSCAPE ARCHITECT AND CITY INSPECTOR. UNAIJrHORIZED CHANGES SHALL BE CORRECTED TO CONFORM TO THE PLANS AT NO ADDITIC THE OWNER OR LANDSCAPE ARCHITECT.
5. CONTRACTOR SHALL VERIFY LOCATION OF AL"°ERGROUND IJTIL~~ AND SERVICES PRIOR TO ANY DIGGING.
CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR DAMAGE(S) CAUSED BY FAILURE TO DO SO.
IW Ill
• ~~:~:;u~U:;$;•1,-ro,=m,
! . CONTRACTOR SHALL SUBMIT PHOTOGRAPHS OF ALL TREE MATERIAL PRIOR TO INSTALLATION FOR REVIEW. BID GROWEST WHOLESALE NURSERY TREE PRICES (800) 564-7825. CONT ACT: DEAN WENDT .
NOTTO SCALE
. ..,..,,,-..,;U~I 111 2. CONTRACTOR IS TO SPOT ALL PLANT MATERIAL AND HA VE LANDSCAPE ARCHITECT APPROVE SPOTTING PRIOR TO THE EXCAVATION OF A1''Y PLANT PIT. ALLOW 48 HOURS LEAD TIME. ANY TREE, SHRUB, OR VINE THAT IS PLANTED V.TIHOUT PRIOR APPROVAL OF IDE LANDSCAPE ARCHITECT MAY BE MOVED AT THECONTRACfOR'S EXPENSE .
..--:.~!!,!I!!-.-:-;· ~~~~= 3. REMOVE STAKES AND TRELLIS FROM ALL ESPALIERS AND VINES, AND ATTACH TO WALLS, PILASTERS, ETC ... AS LOCATED ON PLANS. ,.,,...- ..,,.._~ ---4. AlL TREES UX'.ATEO WITHIN FIVE (5) FEET Ol' ANY HARDSCAPE, CURBS, BUILDINGS, WALLS, FENOlS, OR UTIUTIES SHALL BE PLANTED WITH ROOT BARRIER DEVICES AS NOTED ON PLANS. SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO INSTALLATION . .__._... ------5. CONTRACTOR ·ro CONT ACT LANDSCAPE ARCHITECT FOR A FINAL ON-SITE REVIEW WHEN INST ALLA T!ON !S COMPLE'IE. AND FOR A FINAL MAIN111NANCE REVIEW AT TIIE END OF THE MAINTENANCE PERIOO. ALLOW 48 HOURS LEAD TIME. CONTACT ANDY BOWDEN (949) 250-4822. ,,,, .,,,./'
6. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICAPLE CODES At\'D REGULATION AS PER THE CITY OF CARLSBAD LANDSCAPE MANUAL AND THESE PLANS. lN CASE OF CX>NFLICT, Tiffi OTY LANDSCAPE MANUAL SHALL PREVAIL .,,..,.,,
7. THE DEVI.OPMENT WILL NOT BE RELEASED BY THE CITY INSPECTOR FOR USE AND OCCUPANCY UNTIL THE PLANTING ON SLOPES HAS GROWN SUFF1CIENTLY TO ESTABUSH EROSION CONTROL. . . .. . .... ""'"" ____ ,
I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF
WORK FOR THIS PROJECT, THAT I HAVE EXERCISED
RESPONSIBLE CHARGE OVER THE THE DESIGN OF THE
PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS
AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONSIST ANT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS
ANO SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE
SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL
HEALTH IS CONFINED TO REVIEW ONLY AND DOES NOT
RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL
k
CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT .-•·---~--.
LANDSCAPE ARCH!T!;;CT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION
PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO
.
LANDSCAPING. \,~NDSC'&
~110WDE1v, l '1
LAND CONCERN
Noflh
..
4~ f)l J//l;.4 ~
~
.., , .,. ,. ~ ------
""' 4; SIGNATURE S ,_.,
\
I,. 1,IE:. NO. 1801 8/'s1/03
ANDREW C.N. BOWDEN License No. & Expiration Date
\ RENf.W1ATE
Landscape Architect 11,i6~ "'
~)A; "+""'
1750 DEERE AVENUE
-
(~ /J; OF CAL~
SANTA ANA, CA 92705 949-250-4822 ,At. ~ .. - tj,fjo, Address Phone ANDREW C.N. BOWDEN R.L.A. 1801 OATE
'
I SH~ET, CITY OF CARLSBAD
ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR:
POINSETTIA LANE
IV'IIVU LJVV\,;I.
I NO.
~ 1
VILLAGES 0~ LA COSTA- THE GREENS
fflLESHEET
A~R<3VE~ ~ _ , ,
CITY ENGIN ER · ... C.E._
,t,e1:
EXP.
,l/2 .,;.,, J
DATE
DWNBY: JI;; PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: _.!!c, ,-.
REVISION DESCR!ll>TION RVWDBY: JI!. CT99-03 397 -2r
J314GIIIEER Ci' WORK cm!ffiAPf'ROVAL CITY APPR'll/AL
' ch
m
Lil
a::
Cl
i
8 0
:'.5
~
LU
z
:::5
<(
~
(/)
~ (I)
oz
!l.. < .. ...J
1-!l..
Z1-
Wz :::; w
!l.. 2
gw w> >o w a::
Cl !l..
3:::::;
ot-
VWD 02-002 1E~
L-------------------------------------------------------------------·--------·------:-----------------1~~ 030603
GENERAL NOTES
RECYCLED WATER NOTES
1. ALL WORK SHALL BE DONE IN /l!CCORDANCE WITH THE CARLSBAD MUNICIPAL
WATER DISTRICTS RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS.
2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL
BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUNOFF.
3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OEF, OVERSPRAY AND MISTING.
4. HOSE BIBS ARE STRICTLY PROHIBITED.
5. ON-SITE CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED.
6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL WATER DISTRICT.
7. ALL ON SITE PIPE SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT RULES AND REGULATIONS.
8.' THE IRRIGATION SYSTEM SHALL RUN BETWEEN THE HOURS OF 10:00 PM AND 6:00
AM THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME WITH QUALIFIED SUPERVISION PERSONNEL ON SITE).
9. PRCVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING.
10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH
RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION
THROUGH IRRIGATION OR OTHER USE LACK OF PROTECTION, WHETHER BY DESIGN CONSTRUCTION PRACTICE OR SYSTEM OPERATION. IS STRICTLY ' PROHIBITED.
11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS.
12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR
THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS (SPIKES NOT
INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES PER CARLSBAD WATER DISTRICT'S RULES AND REGULATIONS.
13. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT.
14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING, "NON-POTABLE OR RECYCLED WATER", COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE
AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD WATER DISTRICT'S RULES AND REGULATIONS.
15. ALL POTABLE WATER AND RECYCLED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH.
16. WHEN POTABLE WATER LINE AND RECYCLED WATER LINE CROSS, THE RECYCLED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET.
17. A 10 FOOT HORIZONTAL SEPERATION BETWEEN POTABLE WAER AND RECYCLED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINES MUST BE INSTALLED ABOVE THE RECYCLED LINE.
18. A MINIMUM OF 12 INCHES OF VERTICAL SEPERATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES.
19.•DEVELOPER I CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND
COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT
ENGINEER AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIROMENTAL HEAL TH PRIOR TO ANY USE OF RECLAIMED WATER.
2tl QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING:
A. RECYCLED WATER. QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL
HAVE ACME TYPE THREADS AND PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO THE VALVE. QUICK COUPLING VALVES SHALL BE NELSON NO. 7645, HUNTER NO. HV100-RL-NP OR APPROVED EQUAL (SPIKES SHALL NOT BE INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES).
21. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY THE
CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIROMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY.
22.• DEVELOPER SHALL SHOW THE LOCATION OF R.C. SIGNS '00 NOT DRINK" ON THESE PLANS.
23." AN ON-SITE USER/ SUPERVISOR SHALL BE DESIGNATEO IN WRITING, THIS
INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY,
WITH THE BASIC CONCEPTS OF BACKFLOW / CROSS CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SUSTEM. COPIES OF
THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDEO TO THE
SAN DIEGO COUNTY DEPARTMENT OF ENVIROMENTAL HEALTH ANO CARLSBAD MUNICIPAL WATER DISTRICT.
IN CASE OF EMERGENCY CONTACT:
MAINTENANCE SUPERVISOR DENNIS SPAHR AT (562) 921-3210
OR AFTER HOURS CONTACT OENNIS SPAHR AT (562) 921-3210
24. SHOW ALL PUBLIC AND PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLANS.
'ITEMS 8, 19 & 23 SHALL BE REQUIERED JUST PRIOR TO THE ACTUAL USE OF RECYCLED WATER.
• ITEM 22 THE SIGNAGE SHALL BE A PART OF THIS I.P. BUT THE ACTUAL SIGNS AND TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF RECYCLED WATER.
25. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PERAWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE
26. THERE SHALL BE A PHYSICAL SEPARATION BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED
BY CONCRETE STRIPS, CHAIN LINK FENCES, OR OTHER MEANS AS APPROVED BY THE WATER DISTRICT AND D.E.H.
27. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS ANO/OR DESIGNATED OUTDOOR EATING ARES ON THIS SITE.
SIGNAGE NOTES
I. THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE
PERMANENTLY POSTEO INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" x 11" SIZED SIGN. COLOR PURPLE BACKGROUNO WITH BLACK LETTERING.
GUIDELINES FOR RECYCLED WATER USE
1. IRRIGATE BETWEEN THE HOURS OF 10:00 PM ANO 6:00 AM ONLY. WATERING
OUTSIDE THE TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE.
2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING.
THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL
TIMERS MUST BE ADJUSTEO SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEOURE MAY BE FACILITATEO BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E. EMPLOYING
THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION.
3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS AND STREETS AND SIDEWALKS.
4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULO BE REPAIRED AS SOON AS THEY BECOME APPARENT.
5. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLEO WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED
WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR
DRINKING PURPOSES, HANO WASHING, CLEANING OF TOOLS, ETC GIVEN THE HIGH
TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE
LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES.
6. OBTAIN PRIOR APPROVAL O FALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON .. SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTEO TO, AND
APPROVED BY THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANOARDS.
7. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS.
A. TAGS SHALL BE WEATHERPROOF PLASTIC 3" X 4". PURPLE IN COLOR, WITH THE WORDS "WARNING· RECYCLEO WATER· 00 NOT DRINK" IMPRINTED ON ONE SIOE, AND "NO TOME EL AGUA" ON THE OTHER SIDE.
IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAG AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL.
B. ONE TAG SHA.LL BE ATTACHED TO EACH VALVE AS FOLLOWS:
1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP, OR
2. ATTACH TO SOLENOIO WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP, OR
3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 12" X 36" SIZE
INSPECTION PROCEDURES
1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE:
A. LOCATION OF PIPE LINES
B. TRENCH DEPTHS
C. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY)
0. PIPE IOENTIFICATION
E. POINTS-OF-CONNECTION (POC'S)
F. LOCATION AND IOENTIFICATION OF SPRINKLER HEAOS
G. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECYCLED WATER (IF RECYCLEO WATER IS USED FOR CONSffiUCTION)
AN APPROVED LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE
OBTAINED FROM THE CITY AND THE DISTRICTM AND BE FORWARDED TO THE
SAN DIEGO COUNTY DEPARTMENT OF ENVIROMENTAL HEALTH PRIOR TO FINAL
INSPECTION APPROVAL
2. DISTRICT FINAL INSPECTION SHALL INCLUDE:
A. COVERAGE TESTS, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO
DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA
AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECYCLED WATER B. WARNING SIGNS AND LABELS
C. QUICK COUPLING VALVES
D. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY,
RUNOFF AND PONDING
E. REQUIRED PROTECTION OF ALL RESIOENTIAL AREAS
F. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC.
G. CROSS-CONNECTION
3. ANNUAL INSPECTION SHALL INCLUDE:
A COMPLETE INSPECTION WHICH SHOULD COVER PARTS "A", "B" ANO "G" OF THE
DISTRICT FINAL INSPECTION
BLACK LOGO ~- 1" BLACK LETTERS
PURPLE BACKGROUND
36"
(N.T.S.)
WARNING RECYCLED WATER
DO NOT DRINK
RECYCLED WATER
\ WASH HANDS AFTER CONTACTING
LA SE SUS MANOS DESPUES DE USAR
0.032 ALUMINUM, 0.06D ABS PLASTIC
OR STICK-ON VINYL SIGNS
\__ 1" BLACK LETTERS
~- 2" BLACK LETTERS
REQUIRED SIGNAGE FOR RECYCLED WATER USE
AREAS: ALL USE AREAS ACCESSIBLE TO THE
PUBLIC SHALL BE POSTED WITH SIGNS (MINIMUM
2 PER METER) THAT ARE VISIBLE TO THE PUBLIC
INSTALL WITH 318" STAINLESS STEEL BOLTS
RECYCLED WATER
OONOTDRINK .. AT A MINIMUM OF TWO LOCATIONS-LENGTH
AS REQUIRED. USE 1" DIAMETER WASHER
TO PROTECT SIGN. DEFORM ENDS OF
BOLTS TO PREVENT EASY REMOVAL.
REQUIRED SIGNAGE FOR
RECYCLED WATER AREAS:
ALL USE AREAS ACCESSIBLE TO
THE PUBLIC SHALL BE POSTED
WITH SIGNS (MINIMUM 2 PER METER)
THAT ARE VISIBLE TO THE PUBLIC
IN A SIZE NO LESS THAN
4 INCHES HIGH BY 8 INCHES WIDE.
®
J '
_°),r:,
18"
J c
• 1-112" GALVANIZED STEEL
POST WITH THREADED CAP ON TOP OF
POST.
FINISH GRADE
• CONCRETE
FOOTING
RECYCLED WATER
WARNING SIGN
18" (TYP.)
(N.T.S.)
In order to Conserve Water ...
RECYCLED
DO NOT
DRINK
WATER
IN USE
NO TOME
EL AQUA
WASH HANDS AFTER CONTACTING
LAVESE SUS MANOS DESPUES DE USAR
18" X 18" SIZE
0.032 ALUMINUM, O.D6D ABS PLASTIC OR STICK-ON
VINYL SIGNS
SAN DIEGO COUNTY
Department of Environmental Health
Land Use Division
RECYCLED WATER SIGN
Environmental Land Use Speclalist Ill Oate
CARLSBAD MUNICIPAL WATER DISTRICT
APPROVED BY·~~'
DATE: .2_ •4• "3 VWODWG.
NO.
LANDSCAPE ARCHITECT l::m CITY OF CARLSBAD ISHEETSI
ENGINEERING DEPARTMENT 71
ANDY C. N. BOWDEN R.L.A. 1601 DATE
WATER CONCERN, LTD
LANDSCAPE IRRIGATION CONSUL TING
1750 East Deere Avenue, Santa Ana, CA 92705
(949) 553-3190 (949) 752-0769 FAX
APPROVED FOR PLANTING
AND IRRIGATION ONLY.
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
"AS BUil T"
~
REVIEWED BY:
- ac ,
~CTOR7£Cj I.,.
__ ,~/~
DAE
,,!z.,los DATE INITIAL DATE INITIAL
DATE REVISION DESCRIPTION ENGINEER OF WORK OTHER APPROVAL RECYCLED WATER COVER SHEET FOR:
POINSETTIA LANE
AT LA COSTA GREENS LANE
APPROVED tJY • , I, 16,A_ ~03/"'} .4< --~ '--"'~-- , CITY ENGi EER . -.E. EXP. DTE DWN BY, .... J.T~ PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: _1111'. ___ RVWDBY: _, '-._ C.T. 99-03 397-21 CITY APPROVAL
VWD 02-002
' 11)
z w
~
(!)
i
:"i
!.:
~
!
~ Cl)
oz
IL :"i ,-. CL
z ,-.
~ ffi
CL S QC -'w w> >o w er
0 CL :';
~ .:.: er w er w o er ::d;;
030603
-
____J
' •
•
• •
• •
•
COUNTY OF SAN DIEGO
Depart:nient of Environmental Health
Land Use Divlsion
-RICHARD CARLSON .a~ .. ,. t.,aa.i
Environmental Lend Use Specialist Ill
Date
CARL.SBAD MUNINCIPAL WATER DISTRICT
\
APPROVED BY: ___________ _
DATE: ---------------
LANDSCAPE ARCHITECT
ANDREW C.N. BOWDEN R.L.A. 1801 DATE
WATER CONCERN, LTD
LANDSCAPE fRRIGA TION CONSUL TING
1750 East Deere Avenue. Santa Ana, CA 92705
(949) 553-3190 (949) 752-0769 FAX
0 50 100
SCALE : 1 "~ 100'
. .
·· .. ,.·~·.· :
IRRIGATION LEGEND
(D RECYCLED WATER METER
(■j IRRIGATION CONTROLLER
(El TELEPHONE SERVICE
• IRRIGATION ELECTRICAL PEDESTAL
[fil RECYCLED WATER SIGN
FIRE HYDRANT
RECYCLED WATER MAINLINE
RECYCLED WATER SERVICE LINE
- -- POTABLE WATER SERVICE LINE
200 300 400
I
AREA LEGEND
AREA TO BE IRRIGATED
BY RECYCLED WATER
/
,,., ... ,,.,,
•
• • • •
•
•
i
----------+--+---l--------1----1 ~ jCITY OF CARLSBAD] ISHEETSI ~ ENGINEERING DEPARTMENT 71
r----------------,----------------_J----i---t--------------+--1----l---l---J i. RECYCLED WATER USE SHEET FOR:
"AS BUILT" POINSETTIA LANE
1APPROVED FOR PLANTING
AND IRRIGATION ONLY.
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
a. e.'!,r,;[i/)Jt,.@~===--------10/J.,jt,S _ ~===-:i===t========================±===j===j===-=i==~_j i - ------------=D:.:.A:.:.T=-E- r1 A;fiP:;:,iP:;:,iR~o""VE~D=&:=Y============::::;1 • I A i~ ~- / .. / REVIEWED BY: i ,c..v -Z « · vv., h~ ..:?~3 ~ C. ,,/?..tt/os ;c1TYENGIN •R R. . -~ '----E=x'c'P."'-'-''--- bATC ..;,;,I, " DATE INITIAL DWN BY: ;cJT,
ECTOR DATE REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKDBY: .,...... PROJECT NO. DRAWING NO_ ENGINEEROFWORK OTHERAPPROVAL GITYAPPROVAL RVWDBY: ~ t-- C.T.99-03 397-21
AT LA COSTA GREENS LANE
VWD02-002
' I
030603
-
LAND CONCERN
LANDSCAPR AacHITECTUa ■
1750 B, OBIIR.ll A.VRNUR
SANTA ANA, CAtJPOllNU 1!,1!.70f
(949) 2so-4sn
-
,
----------- - - -
----------------- ----- '
i
'
239 240 ~~1 ~ 242
' - - I - - '
EL CAMINO REAL
---------------------~
PLAN: EL CAMINO REAL
,E~,~~0E, =======¥f====~r~===.:l'
20 GRAPHIC SCALE 1"=40'
"AS BUILT''
~ 0,4t//Jt __ _
REVIEWED BY:
~c~, .. ,., ...
10/2.1 /os.
DAiE
u
i==
CJ'l u.,
- EL CAMINO REAL
~ 1 b
---------
-----244 245
FOR HARDSCAP_E ONL V.
NO PLANTING OR IRRIGATION
IMPROVEMENTS ON THIS SHEET.
BASE a
-POINSETTIA LANE
KEY MAP
ANDREW C.N. BOWDEN A.LA. 1801
fsiiEEil CITY OF CARLSBAD
1----+---+-------------+--;----i-----;----------i ~ ENGINEERING DEPARTMENT 1----+---+-------------+--;----i-----;----------i IMPROVEMENT PLANS FOR:
JTII ITV nJSTRICT APPBQ.\l.AL.a POINSETTIA LANE
~
AT LA COSTA GREENS
INTERSECTION OF EL CAMINO REAL AND POINSETTIA LANE
oAr,..e_ ---+---+-------------+---+---+---+-----, J?RJ~~~-ie!& &"'- ~/4i/eJ I •ATER n1i::Ifil1,,_ _ffiY !;.NG1ii&R A.c.E. EXP. oi("f'E _ xxxxxxxxxx '
CAB' <>i:>An u, 11.11r,1
~~ 1---D.-T-E +--INI-TIA-L+-------------+----i---+---t----1 OWN BY: -::::i;;:.;;;:;::I J PROJECT NO. ------:-:-:--=-:-::--:-:-::-,:----"'""'--:::-:-= ,., DATE INITIAL DATE INITIAL CHKD BY:
ROBERTJ. WOJCIK RCE-33968 ==NE=OF"~ REVISION DESCRIPTION OTHER•~•., crrv•"~'AL RVWDBY: 1 · 1• 1 "'- CT99-03
I DRAWINGNO
397 - 2I
DISTRICT ENGINEER u~ = •~ =~•~ ~r~v.
VWD 02-002
L-------------------------------------------------------------- I
'
~
~
(!)
< I-
~
:5
~
w
~
<
I= (I)
~~
QC!..
n. 1-.. z t--w z ::IE Ww :::!:>
IS~ ...J Cl.
w ::E >Ww
0~
~<.)
a:~
~~
' ' i
030603 I
LAND CONCERN
LANDSCAPB AacHITBCTu••
1750 B, DIIBRB AVBN"UB
SANTA ANA, CALU01'NJ4 9i1os
•
'
I
'
I
'
I
'
I
~POINSETTIA LANE
~ EL CAMINO REAL
,., e \ u ' i k .,,.,-- • ' ,- ' ' I - I
' '""
; r, a-
C \ f g h J I
di
-
KEY MAP
\ \ \
I
\
' \
\ \ I
I
'
)
,
\
- - - - - - - '---------.
EL CAMINO REAL
PLAN: EL CAMINO REAL
40 20 0 40 80 120 t:E =±:!::~~l===±~===:!t======:jl
GRAPHIC SCALE 1"=40'
-+---- 248
FOR REFERENCE ONLY.
NO HARDSCAPE, PLANTING OR
IRRIGATION IMPROVEMENTS
ON THIS SHEET.
11 AS SUILT"
a~~:--------,o,'L,/45
OATe.
BASEb ANDREW C.N. BOWDEN A.LA 1801 DATE
f"iHEE'i'l QTY Of CARLSBAD
f---+--+------------+--+--+--+---i ~ ENGINEERING DEPARTMENT t---+--+-------------+--;---;---;--~ IMPROVEMENT PLANS FOR:
ITV r"IIC\TRlr.T A POINSETTIA LANE
AT LA COSTA GREENS
INTERSECTION OF EL CAMINO REAL AND POINSETTIA LANE
xxxxxxxxxx DA IC. I I
CARLSBAD MUNICIPA . ·xB.DLSTBlC ..... ----,t----+--------------,t-----,t----1--t--- lRr~ 7xf o1~Af"~ ............ l---+--+-------------;---;-----;---;--=,-:-1 OWN BY: I PROJECT NO. I DRAWING NO DATE INITIAL DATE INITIAL DATE INITIAL CHKDBY:
ROBERT J. WOJCIK ACE· 33968 ~E ENCllNEEROF~~ REVISION DESCRIPTION OTHER•~•" arv•~••• RVWDBY: " CT99 -03 397 ·2I DISTRICT ENGINEER ~ •~ =~•- ~r~•~ VWD 02-002
. I
030603
LAND CONCERN
LANDSCAPB AacHJTBCTUaE
l?SO II, DBRUI AVIINUIZ
SANTA ANA, CALIPOR.NU, 9270$'
(p49) z;o-482.:z.
I
I ,
I
I
I
I
I
I
I
IJ
I f
• _J
<(
w a:
0 z -~
<(
(.)
_J
w
I
'r'
I I
I
I
FOR HARDSCAPE ONLY.
NO PLANTING OR IRRIGATION
IMPROVEMENTS ON THIS SHEET.
PLAN: POINSETTIA LANE
1t::~ffI::::==±B ====3i~0 ==~l/:°==3112()
GRAPHIC SCALE 1"=40'
'AS 8UIL,...
aatvlJ1t,,-__
,, /z,los
DATE.
POINSETTIA LANE
EL CAMINO REAL
KEY MAP
LANDSCAPE ARCHITECT
BASEc
fsHEETl QTY OF CARLSBAD
1----+---+--------------+--1----11---+-------, ~ ENQINEERING DEPARTMENT l----+---+--------------+--1----11---+-------,
IMPROVEMENT PLANS FOR:
POINSETTIA LANE
AT LACOSTA GREENS
---,.;-;;.;;-;evvv___::, ..... =--_____ '""n.-,i "-::::====S=TA=. ==09=+=50=.00===T0=1=5=+=00=.oo======~ Xxxxxxxxxx DATE , ,-,t----t--+----------------+---1---1 l1LA~RO>!!~~D~:g4,~i,v.~-~q::~¥~--~~~;_. -- ,f$bD~1 .. E 31 .AJ.:":Wi4j~tiJ.lili ui=---1---1--------------l----L---L--1~-I ~j~~ ~ c E . EXP. ITTE .
ROBERT J. WOJCIK ACE - 33968
DISTRICT ENGINEER
f---:-::--t-,----t-------------+--f----:-,---lf-,--+-----1 DWN BY: ---:---:-- I PROJECT NO I DRAWING NO DATE DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKDBY: . crgg _ 03 • 397 _2I ENG\1£EROFl'KR< OTHERAPPROVAL arv APPROVAL RVWD BY: .
VWD 02-002
'---------------------------------------------------------------------------------------------------- I
' r/)
ii]
w cc
(!l
~
:5
!;j:
w
~
~
~(/)
~~
~~ .. z 1--w
Z:::i;
Ww ::E> a.o gee wn. >:::IE
Ww Cln_
,::<
~~
~~
030603
- . .
LAND CONCERN
LANOSCAPR A~cH1~ec~u••
1150 E. 1)1188.8 AVINU8
$•N'U AN.A, CALJPOJ:.N!A 9!70S
(949) ., •• 48>1
WATER METER STATISTIC
METER#25
METER SIZE
HYDRAULIC GRADE LINE: 375 FT.
ELEVATION OF METER 140 FT.
OVERALL MAX. FLOW 39 GP'11
MINIMUM PRESSURE REQUIREMENT: 78 PSI
-----
POINT OF CONNECTION #25
CITY OF CARLSBAD IRREVOCABLY OFFERED
RECYCLED WATER SOURCE
MORROW DEVELOPMENT SHALL FURNISH ANO CARLSBAD MUNICIPAL WATER DISTRICT TO INSTALL 2'' WATER METER WHERE SHOWN ANO LABELED ON THIS PLAN. SERVICE LINE SHALL BE CONSIDERED EXISTING PEA THE STREET IMPROVEMENT PLANS.
INSTALL A LINE SIZE BALL VALVE, AP BACKFLOW, MASTER VALVE, FLOW SENSOR PER PLANS ANO DETAILS.
SLEl:VE ALL PIPES AND WIRE UNDER HARDSOAPE ANO PA V1NG PER LEGEND
ANO DETAILS
ALL MAINLINE SHOWN IN HAROSCAPE AREAS IS OIAGRAMMITC ONLY INSTALL PIPING IN PLANTING AREAS ONLY. ALL VALVE BOXES TO Bl LOCATED IN SHRUBS AREAS.
ALL WIRES FROM FLOW SENSOR TO THE CONTAOLLEA TO BE
#14 BLACK AJ>I) RED WIRES ANO SHALL BE SLEEVED IN A 1-114" DIA. PVC CONDUIT.
WATER METER ADDRESS ______ POI_NS_ETT_IA_L ..... AN ____ E-=--- -----
CONTROLLER 'A I
CITY OF CARLSBAD IRREVOCABLY OFFERED
CONTROLLER TO BE A CALSENSE ET1 CENTRAL CAPABLE SATELLITE.
CONTROLLER SHALL BE INSTALLED IN A STRONGBOX TOP MOUNT
ENCLOSURE. ASSEMBLY MANUFACTURED BY HYOROSCAPE PRODUCTS.
MODEL NUMBER:
ET2000 • S2 - R -RA • SSE • R / FM-1.2111!1
SEE POINT OF CONNECTION FOR ANY ADDITIONAL EQUIPMENT TO BE UTILIZED BY CONTROLLER.
117VAC POWER TO BE SUPPLIED BY MORROW DEVELOPMENT.
LANSCAPE CONTRACTOR SHALL MAKE FINAL CONNECTION.
LOCATION OF THE CONTROLLER SHALL BE AS SHOWN ON PLANS AND
SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION.
ALL IRRIGATION HEADS NEAR CONTROLLER SHALL BE MOVED AND
THROTTLED TO ELIMINATE OVERSPRAY ONTO THE CONTROLLER ENCLOSURE I ="" "'"'"""""
POINTSEmA LANE
PLAN: POINSETTIA LANE
"ffB f f Y
0 GRAPHIC SCALE 1'"40'
I i
I
PAS WILT"
~.4tA 1,,,,., los
DATE.
EL CAMINO REAL
a
BASEd
7-12--04 LC
-12- t6H T Oltl<Htl'I I
SIOlolJl!:t' OH a.-12.-oa
POINSETTIA LANE
KEY MAP
...
I/
CONTRACTOR SHALL SCHEDULE A SITE OBSERVATION SYSTEM
FOR A REVIEW BY THE IRRIGATION DESIGNER ANO VALLECITOS
WATER DISTRICT MIN. 4B HOURS LEAD TIME .
THE FOLLOWING ITEMS TO BE SCHEDULED FOR REVIEW:
PRE.JOB I KICK OFF CONSTRUCTION MEETING
MAINLINE INSTALLATION ANO PRESSURE TEST
LOCATING CONTROLLER ASSEMBLY
COMPLETION OF INSTALLATION FOR COVERAGE TEST.
A
SLEEVING NOTE
ALL PIPING AND WIRE SHAU-BE SLEEVED
UNDER PAVING. ALL SLEEVES TO BE MIN. 2X
DIAMETER OF PIPE SLEEVED.
ALL MAINLINE SHALL BE ACCOMPANIED WITH A
MIN. 2" DIAMETER WIRE SLEEVE.
SLEEVING TO EXTEND MIN. 12" BEYOND PAVING.
ALL RECYCLED IRRIGATION MAINLINE
SHALL BE SLEEVED WITHIN 5' OF A
DOMESTIC SERVICE LINE.
ALL LEAD WIRES TO BE 1 <IGA. AND ALL COMMON
WIRES TO BE 12GA. THAOUGHT PROJECT.
AEFER TO SHEET 42 TO 45 FOR DETAILS,
NOTES, LEGENDS AND SPECIFICATIONS.
LANDSCAPE ARCHIJ.ECI
ANDREW C.N. BOWDEN A.LA. 1801 DATE
I s'!~ET I • CITY OF CARLSBAD -, ENGINEERING DEPARTMENT IRRIGATION PLANS FOR:
POINSETTIA LANE
AT LA COSTA GREENS
TA. 15+00.00 T021 +50.00
NO.
~
APPROVED:;;,-- • I ~--1---1--------------1------f-----l---1--- .d etf ~ ~pe,.,.e ~OA~TE+' . 1---+---1--------------+-•--+---I--+--- JIYENG!NE~ CE ti EXP .
DATE INITIAL
E~ a' \I\C'l,K REVISION DESCRIPTION •
I
DATE INITIAL DATE INITIAL g~e:~: J\!- I PROJECT NO. I\ DRAWING NO I cmtERAPPROVAL CITY APPR:)VAL l!R!!VWO~B~Y·;.;· ;::.Jl-f',~=l ,_ ___ CT_99_·_03____ 397 • 2I
PRELIMINARY
NOT FOR CON$TIIUC110N VWD02-002
'
!
~
~
:5
!:c
~
<
~~ ~
!i
~ ~
(>;
~ 0
~~ ..., w
g~ ....... 1,0 .... -...,l
~~
I
Ww N
Cl~
i-,,,i
ii
LAND CONCERN
LANDSCAPR AacHJTECTURR
1/S'O IL DBIHUi AVINUR
SANTA ANA, CAU:POllNIA 92705
(949) 2$0•482-:l
PLAN: POINSETTIA LANE
,t:==1'==0:f:I ===::tl?==:==:i'°===::11120
GRAPHIC SCALE 1 ":4CY
11AS BUil 7''
a,,, CA1A
,, lr..,los
DATE.
POINSETTIA LANE
EL CAMINO REAL
l l
a
j
KEY MAP
LANDSCAPE ARCHITECT
BASEe ANDREW C.N, BOWDEN R.L.A. 1801
J8HEE1l QTY OF CARLSBAD
1----+---+--------------+---+---l--+---1 ~ ENGINEERING DEPARTMENT 1----+---+--------------+---+---l--+---I
IMPROVEMENT PLANS FOR:
'-i1r111rv n1~TRICT Af'£ROVALS POINSETTIA LANE
"""""-. AT LA COSTA GREENS
"""""-. STA. 21 + 50.00 TO 27 + 50.00
AM •• ~ w, ~ . I APfROVED: dr'_ .1j I ~ f ~ ,,~ &d ;2h2-J,,3 ~ • "' "e>An MLJO.ll~I "'1 ~ MIC\TRlr-,t--+---+--------------+---+---+--1-----1 S:C!:!:IT:!;:Y §EN~G~l~~EER~:::;fijb~··=E·=====E=XP=.=:::;';="o/::::D~A='rE~.
DWN BY: -==--:----1 PROJECT NO. I DRAWING NO
ROBERT J. WOJCIK ACE. 33968 DATE DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY: ~~~I CT99- 03 397 -2I DISTRICT ENGINEER ENGINEERCf''MlRK OTl-£FIAPPROVAL CITYIIPPRJVAL RVWD BY: _L2Cf__"',.
VWD 02-002
L------------------------------------------------------------------------------------------- ! I I I ' I
'
ffi w a:
(!J
~
:5
!<i:
w
~ <
~
~
~!
I-Cl..
ZtWz ::i: w
Cl.. ::i:
9w w>
>~ WCI..
□ ::ii! 3:-
~tu ccW OCC
~~
I
030603 .
LAND CONCE!P.N
L4NPSC••· A~CHITBCTV• ■
1150 El, l>BBU AVBNtTE
SANTA ANA, CALIFOllNIA !llli70$'
(949) •so•4••·
-m --~=--:::c:----------,t:.=-=-d SEETVPICALBLOW UP -0) - OF MEDIAN ISLAND • IRRIGATION
-
I
I ----- -------.acw_
PLAN: POINSETTIA LANE
' , 3 f f
GRAPHIC SCALE 1•=40'
120 I
BLOW UP OF MEDIAN ISLAND
I RIGATION, TYP
--·--~~!!---MAINLINE--2
------JI·----
I
IAIIIGA TION PA1!89URI! CALCIILATIOff TAIL!
--No. 1
-
2'
E,.aonot~ :l~!l ..,...Gmdllnt 3KO'
--
105.7~
B011Moflnbt11MW!n !im Ogi 1 l-toirow Oft
--·
!?!l! 929 2701 x. 10'2
DIii otlnfom •le n JAW!
, ... tore: 1 ii Longest Runlilf!'!I ElltVdJl)n.tlllflN Flow ---
AlM
-,.
-
7GPM
El_,ol
--
2'!0.0'
ElrnlUan of FI.C.Y •£ ,.._..18alR.C.V. 151!!1
llil.
-
IJDl 1!111 -1· w--
0.60 ,. lldclow PreV.,..,Jltnliw 1200
... SbllnN KOO
'
MM• Gate Valvu ....
' . -·-
J,!&
1 1·
--
0.00 "'""
MW
-
&00
-1· Automallo 0ontrol V.. 3.00
&Y!3 uttial·Unt Lon ,~
uterll Une loff
Utaral Lint l.off
LlhorllUntl.oft
- - (1"") a11
-~ ...
MB
Toal_.__ (I RIii
Pt'NHN ftiMl..,..to~IINd 301!!!
TOIII-~ l•e11
........ ---
10011!!
....... R191llt1d,.,...... li!! el!
------
12 I!!!
--- -
BASEf
1 o/u/os
PA"TE
7-12-
EL CAMINO REAL
-- ----
POINSITTIA LANE
KEY MAP
LATERAL SIZING
LATERAL SIZING IS PER INDICATED ON THE PLAN
BY NUMBER. IF SIZE IS NOT INDICATED USE 314".
NOTE TO CONTRACTOR
CONTRACTOR SHALL SCHEDULE A SITE OBSERVATION SVSTEM
FOR A REVIEW BY THE IRRIGATION DESIGNER AND VALLECITOS
WATE.R DISTRICT MIN. 48 HOURS LEAD TIME.
THE FOLLOV\IING ITEMS TO BE SCHEDlA.ED FOR REVIEW:
PRE.JOB/ KICK OFF CONSTRUCTION MEETING
MAINLINE INSTALLATION AND PRESSUFII: TEST
LOCATING CONTROLLER ASSEMBl Y
COMPLETION OF INSTALLATION FOR COVERAGE TEST
SLEEVING NOTE
ALL PIPING AND WIRE SHALL BE SLEEVED
UNDER PAVING. ALL SLEEVES TO BE MIN. 2X
DIAMETER OF PIPE SLEEVED.
ALL MAINLINE SHALL BE ACCOMPANIED WITH A
MIN. 2" DIAMETER Wlf'IE SLEEVE.
SLEEVING TO EXTEND MIN.12" BEYOND PAVING.
ALL RECYCLED IRRIGATION MAINLINE
SHALL BE SLEEVED WITHIN 5' OF A
DOMESTIC SERVICE LINE.
WIRE NOTE
ALL LEAD WIRES TO BE 14GA. AND ALL COMMON
WIRES TO BE 12GA. THROUGHT PROJECT.
REFER TO SHEET -40 TO 43 FOR DETAIL$,
NOTES, LEGENDS AND SPECIFICATIONS.
LANDSCAPE A8CHIIECI
~~
""
ANDREW C.N. BOWDEN R.L.A. 1801 DATE NO.
I SH35EET I CITY OF CARLSBAD I SH71EET8 I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR:
POINSETTIA LANE
AT LA COSTA GREENS
STA. 27 + 50.00 TO 34 + 00 00
I
APPROVEO:di"' • 'f ,,
1---i----1------....---------t----+---i--+--I ,/4 _,, pn:2'. ~ F -~ ~.;r/4.Y 1---1----1--------------t----+---i--+--I ~C~IT~Y ~EN~G~IN~i!tR~=7'ti'.~R-~.E~. ::::::::::::~EX~P~, ::::::~;::::~OA~T~E~ trli,los MTl:.
1---1----1--------------+-:::=:-+=;-;-;-f--;:;-;-::;:;::+,;=;;-1 OWN BY: --- PROJECT MO. I DRAWING NO. DAT INITIAL DATE INITIAL DATE INITIAL CHKOBV: ---1 CT99 _03 397-2I EIGINEEROFWOR< REVISION DESCRIPTION C/11-ERAPPROVAL aTYAPPROVAL RVWDBY:
, I
PRELIMINARY
NOT FOR CONSfflUC110N VWD 02-002
102504
'
I
~ :s
to:
~ <
~
~
~~ ~ ~
ffi~
·tll ~ ,,
= w
~~
~
...:a 1,0 .... ....:a
~;
I 1
N
0~ ~ ,f!.
~-
,.
!i
LAND CONCBRN
LANDSCAPm AaCHITRCTu••
17so B, DBBll.11 AVB'H'UR
SANTA ANA, CALIPORNU, 91?0S'
(949) •so•48n
PLAN: POINSETTIA LANE
4 t:f =2Pt~3===7~
0 ==~'°~==='2I
0 GRAPHIC SCALE 1"=40'
1 AS ~VIL,-..
a~ :::::, 11:>/2.1/os
DATE
l'CVlf.WED &)":
,,/a,!..s ~19C ... ,1.,_,,
ecTOR DATe
BLOW UP OF MEDIAN ISLAND
IRRIGATION, TYP
---•MAINLINE~
EL CAMINO REAL
-- -
...
-
BASEg
~
, llr.T AP JV A,I Q
.. ~--CABLS.B A n .. II ... " Ip 'D n I~ T .BJ..C.:
"
ROBERT J. WOJCIK ACE - 33968 ~TE
DATE INITIAL
REVISION DESCRIPTION DISTRICT ENGINEER ENGINEER OF 'M:JRI< Af
POINSETTIA LANE
KEY MAP
--
--
,,,._.,,__..-,,,
DATE INITIAL DATE
LATERAL SIZING
LATERAL SIZING IS PER INDICATED ON THE PLAN
BY NUMBER. IF SIZE IS NOT INDICATED USE 3/4".
NOTE TO CONTRACTOR
CONTRACTOR SHALL SCHEDULE A SITE OBSERVATIONS VSTEM
FOR A REVIEW BY THE IRRIGATION DESIGNER AND VALLECITOS
WATER DISTRICT MIN. 48 HOURS LEAD TIME.
THE FOLLOWING ITEMS TO BE SCHEDULED FOR REVIEW:
PRE.JOB/ KICK OFF CONSTRUCTION MEETING
MAINLINE INSTALLATION AND PRESSURE TEST
LOCATING CONTROLLER ASSEMBLY
COMPLETION OF INSTALLATION FOR COVERAGE TEST .
SLEEVING NOTE
ALL PIPING AND WIRE SHALL BE SLEEVED
UNDER PAVING. ALL SLEEVES TO BE MIN. 2X
DIAMETER OF PIPE SLEEVED.
ALL MAINLINE SHALL BE ACCOMPANIED WITH A
MIN. 2" DIAMETER WIRE SLEEVE.
SLEEVING TO EXTEND MIN. 12" BEYOND PAVING.
ALL RECYCLED IRRIGATION MAINLINE
SHALL BE SLEEVED WITHIN 5' OF A
DOMESTIC SERVICE LINE.
WIRE NOTE
ALL LEAD WIRES TO BE 14GA. AND ALL COMMON
WIRES TO BE 12GA. THROUGHT PROJECT.
REFER TO SHEET 42 TO 45 FOR DETAILS,
NOTES, LEGENDS AND SPECIFICATIONS.
LANDSCAPE ARCHITECT
, - l l ~a VWDDWG. j
ANDREW C.N. BOWDEN R.L.A. 1801 DATE NO
[:;:]
CITY OF CARLSBAD
m ENOINEERING DEPARTMENT 6 1
IMPROVEMENT PLANS FOR:
POINSETTIA LANE
AT LA COSTA GREENS
STA. 34 + 00.00 TO 40 + 00.00
APPROVEDLJY. ~ •
,a.ll: ! d. ~ ,.,,,,,. ;y,u,,,, cm ENG l~R. ~ EXP. DATE OWNBY: PROJECT NO. INITIAL CHKDBY:
' CT99-03 397 -2I
OT1-ER APPR'.>VAL aTY-AOVAL RVWDBY: I I DRAWING NO.
VWD 02-002
'
ffi
[[
C,
~ :s
!:«:
w
~
<(
~
~
~~
I-Cl.
z 1-
W z ::ii: w a. ::!!
9w w> >o wCC
□ a. s::::il
ii'! tu a: ll!
01--
L--------------------------------------------------------------------------------------------------------------------------------~ ::i:w '
' ' I I I i
030603
LAND CONCERN
LANDSCAPB AacHJTBCTUAR
1?$0 II, D&Blil.B AVBNUE
SANTA AblA 1 CALIJI08.NIA 9Z70S"
(9,;9) >;0-4.Sn
PLAN: POINSETTIA LANE
4•~p ==:3°±:::39 ====3*~==~?°====11120
GRAPHIC SCALE 1 "=40'
r
•AS SUIL T"
a,, ON.1/b -
EL CAMINO REAL
FOR HARDSCAPE ONL V.
NO PLANTING OR IRRIGATION
IMPROVEMENTS ON THIS SHEET.
BASEh
POINSETTIA LANE
KEY MAP
LANDSCAPE ARCHITECT
IIJ.YIIIA:I UIIW ~ ,-.J
~~~ ,;)' ~
,/) l; Op CA\,W
vffel M'.i!- - J/t..J• • ------------4-.+'Y,'f'-'-"'"' VWDDWG.
ANDREW C.N. BOWDEN RL.A. 1801 DATE NO.
[sHEEll CITY OF CARLSBAD
1----+---+--------------+---t--t--t----t ~ ENGINEERING DEPARTMENT 1----+---+--------------+---t--t--t----t IMPROVEMENT PLANS FOR:
fSHErnl L2:!...J
POINSETTIA LANE
AT LA COSTA GREENS
VWD 02-002
' U)
z w w a:
Cl
< ...
§
:'5
~ w
s
<
I= w
U)
ZU)
~s ~
1-0..
Z1-
~ffi _J a.:;
9w w>
~ >~ We.. D:;;
~- -J ~tii a:W oa:
:l! ~
LAND CONCERN
LAND8C4P ■ AacHJT ■ cTuaw
n,o a, DIH.B • VBNUB
tANY.\ ANA, CAl,.JPOllNU, 9~10.j
(949) •so•4h>
5 r _,--------llCW --------.1:c•-"' _,. __
- --- --- --
--- ----- ..... ct,;_
--- +--- --------
PLAN: POINSETTIA LANE
4?2P3 f Yo y;io
GRAPHIC SCALE 1 '=40'
LOW UP OF MEDIAN ISLAND
RIGATION, TYP ~
· MAINLINE--,;
OINSETTIA LANE -
~I I'
114 20 . 2.' - r'l<-
1' J;;\ 2 apmu 5
'9
1ASBUILT"
~~ 1 .. /u/or.
DATE
$66 TYPICAL BLOW UP
OF MEDIAN ISLAND
IRRIGATION
EL CAMINO REAL
+
POINSETTIA LANE
KEY MAP
LATERAL SIZING
LATERAL SIZING IS PER INDICATED ON THE PLAN
BY NUMBER, IF SIZE IS NOT INDICATED USE 3/4".
NOTE TO CONTRACTOR
CONTRAC'TOR SHALL SCI-EDULE A SITE OBSERVATION SYSTEM
FOR A REVIEW BY THE IRRIGATION DESIGNER ANO VALLECITOS
WATER DISTRICT MIN. 48 HOURS LEAD TIME.
THE FOLLOWING ITEMS TO BE SCHEDULED FOR REVIEW:
PRE-JOB I KICK OFF CONSTRUCTION MEETING
MAINLINE INSTALLATION ANO PRESSURE TEST
LOCATING CONTROLLER ASSEMBLY
COMPLETION OF INSTALLATION FOR COVERAGE TEST.
SLEl!VING NOTE
ALL PIPING AND WIRE SHALL BE SLEEVED
UNDER PAVING. ALL SLEEVES TO BE MIN. 2X
DIAMETER OF PIPE SLEEVED.
ALL MAINLINE SHALL BE ACCOMPANIED WITH A
MIN. 2" DIAMETER WIRE SLEEVE.
SLEEVING TO EXTEND MIN. 12" BEYOND PAVING.
ALL RECYCLED IRRIGATION MAINLINE
SHALL BE SLEEVED WITHIN 5' OF A
DOMESTIC SERVICE LINE.
WIRE NOTE
ALL LEAD WIRES TO BE 14GA. ANO ALL COMMON
WIRES TO BE 12GA. THROUGHT PROJECT.
'
REFER TO SHEET 40 TO 43 FOR DETAILS,
NOTES, LEGENDS AND SPECIFICATIONS.
LANDSCAPE ARCHITECT
BASEi
l-,_-•_i-_.,,,-l-__
1 cc_+-,,.,_.;;;-• .. ••
11 .,,~···<i"··~·-•ffi=====·•-=·=-c--=:=..--t--+---t-';_'•'_'+-,--J ~ I E__,NCIETEYROFINGCADERLPASBRTADMENT BALL VALVE ADDED IN MEDIAN ISLAND ,_, FOR ISOLA110N.
7-12.-o- l,.C, ~ l!ePJ.AC.te.S loHl!l!--r Ol'IGlw.L-L-Y • " - IMPROVEMENT PLANS FOR:
S.IGol-l~ OH .2.- 12.-oa· · · ,, POINSETTIA LANE
AT LA COSTA GREENS
STA 46+00.00 T052+00.00
~
APPROVE~:~,.. • •./ I 1---+--+--------------+---+-,----l~-+----l!.,.A(~,i!!d'.:....0~-~k:!;d~fiij!f~..-!:!l-!!:,""~--==--- 8/;,:/,,ATt'.E 1---+--+--------------+---+---1--+----i ~c==1r::::v~eN~G=' =R==· ::;R~.-e=:=E=. ===E=XP=·=:::;;===c===;· DWN BY: --- I PROJECT NO. II ORA39W71NG_ ~NOi DA TE INITIAL 8'1'.lii'EERCFWCA< REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKDBY: --- CT9S-03 ""' on-EAAPPROIIAI. CJTY APPROIIAI. R\IWD BY:
I PRELIMINARY NOT FDR CONS'11'1UC11011 VWD02-002
I
.... I
· 102504
'
~
Y!
(!;I
< I-
~
:5
!c: w
~
~ w
~ i
~~ !,H~
ii
00 ~
g, w
9~
--:i \0
'""'-...,l
~ff
I
N oi ~
;i ill)
LAND CONCl!J.\N
L~NDBCAPB AacH1Tec~o••
17'S'O B, DBBllB AVBNU.
•ANTA AN.A., C41.r:lrORNJ4 92-:,os
(94,9) 2-so-4a2-2
WATER METER STATISTIC
METERl28
METER SIZE
HYDRAULIC GRADE LINE: 375 FT.
ELEVATION OF METER 120 FT.
OVERALL MAX. FLOW 39 GPt.r
MINIMUM PRESSURE REQUIREMENT: PIT PSI
+
-~---!
----.....::::=-111>
•
~
POINT OF CONNECTION 128
CITY OF CARLSBAD IRREVOCABLY OFFERED
RECYCLED WATER SOURCE
MORROW DEVELOPMENT SHALL FURNISH AND CARLSBAD MUNICIPAL WATER DISTRICT TO INSTALL 2" WATER METER WHERE SHOWN AND LABELED ON THIS PLAN. SERVICE LINE SHALL BE CONSIDERED EXISTING PER THE STREET IMPROVEMENT PLANS.
INSTALL A LINE SIZE BALL VALVE, RP BACKFLOW, MASTER VALVE, FLOW SENSOR PER PLANS AND DETAILS.
SLEEVE ALL PIPES AND WIRE UNDER HARDSCAPE AND PAVING PER LEGEND
AND DETAILS
ALL MAINLINE SHOWN IN HAROSCAPE AREAS IS DIAGRAMMITC ONLY, INSTALL PIPING IN PLANTING AREAS ONLY. ALL VAL VE BOXES TO BE LOCATED IN SHRUBS AREAS.
ALL WIRES FROM FLOW SENSOR TO THE CONTROLLER TO BE
#14 BLACK AND RED WIRES AND SHALL BE SLEEVED IN A 1·1/4" DIA, PVC CONDUIT.
WATER METER ADDRESS ______ POI_NS_ET_T_IA_LA_N_E __ _
MAINLINE TO INST AU.ED
IN RIGHT OF WAY,
.
POINSETTIA L
CONTROLLER B
CITY OF CARLSBAD IRREVOCABLY OFFERED
CONTRCt.LER TO BE A CALSENSE ET1 CENTRAL CAPABLE SATELLITE.
CONTROLLER SHALL BE INSTALLED IN A STRONGBOX TOP MOUNT
ENCLOSURE. ASSEMBLY MANUFACTURED BY HYDROSCAPE PRODUCTS.
MODEL NUMBER:
ETltOOD • 12 • R • FIR • 881! - R I Fll-1.2118
SEE POINT OF CONNECTION FOR ANY ADDITIONAL EQUIPMENT TO BE UTILIZE:D BY CONTROLLER.
117VAC POWER TO BE SUPPLIEO BY MORROW DEVELOPMENT.
LANSCAPE CONTRACTOR SHALL MAKE FINAL CONNECTION.
LOCATION OF THE CONTROLLER SHALL BE AS SHOWN ON PLANS ANO
SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION.
ALL IRAIGA TION HEADS NEAR CONTROLLER SHALL BE MOVED At>I)
THROTTLED TO ELIMINATE OVERSPRA Y ONTO THE CONTROLLER ENCLOSURE
ELECTRICAL METER ADDRESS POINTSETTIA LANE
EL CAMINO REAL
- -
I
19 ____
POINSETTIA LANE
KEY MAP
.
LATERAL SIZING -
LATERAL SIZING IS PER INDICATED ON THE PLAN
BY NUMBER. IF SI:ZE IS NOT INDICATED USE 3/4".
NOTE TO CONTRACTOR ~Q .
CONTRACTOR SHALL SCHEDULE A SITE OBSEFIVATION SYSTEM
FOR A REVIEW BY THE IRRIGATION D!:SIGNEA AND VALLECITOS WATER DISTRICT MIN. 48 HOURS LEAD TIME.
----- THE FOLLOWING ITEMS TO BE SCH:DULED FOR REVIEW:
-.....ROW----.k.---..R
------POTABLE WATER ----"""l- ___ ---"""-------'"'"---------_,.cw_ - --- 1 -- 1=---_----""" PRE.JOB/ KICK OFF OONSTRUCTION MEETING ---
1AS BUILT"
a.~
PLAN: POINSETTIA LANE
4j> w °i 4P r ,20
GRAPHIC SCALE 1°=40'
7•12.•
7-12-
BAI..L V M. VE ADDED IN MEDIAN ISLANo
3 ~ SHl!!e"r OIEl6IIJAL,.I--Y
Sl6t-WP ON .2·12.·03
MAINLINE INSTALLATION AND PRESSURE TEST
LOCATING CONTROLLER ASSEMBLY
COMPLETION OF INSTALLATION FOR COVERAGE TEST.
SLEEVING NOTE
ALL PIPING AND WIRE SHALL BE SLEEVED
UNDER PAVING. ALL SLEEVES TO BE MIN. 2X
DIAMETER OF PIPE SLEEVED.
ALL MAINLINE SHALL BE ACCOMPANIED WITH A
MIN. 2• DIAMETER WIRE SLEEVE.
SLEEVING TO EXTEND MIN. 12" BEYOND PAVING.
ALL RECYCLED IRRIGATION MAINLINE
SHALL BE SLEEVED WITHIN 5' OF A
DOMESTIC SERVICE LINE.
WIRE NOTE
AU. LEAD WIRES TO BE 14GA. ANO ALL COMMON
WIRES TO BE 12GA. THROUGHT PROJECT.
REFER TO SHEET 42 TO 45 FOR DETAILS,
NOTES, LEGENDS AND SPECIFICATIONS.
LANDSCAPE ARCHITECT
~ OAIE
§§OFCA
7ho/Q+ ,.,.,..,.,=
ANDREW C.N. BOWDEN A.LA. 1801 DATE
riiHEET7 QTY OF CARLSBAD
~ ENGINEERING DEPARTMENT
ll'ttPROVEMENT PLANS FOR:
POINSETTIA LANE
AT LA COSTA GREENS
STA. 52 + 00.00 TO 58 + 00.00
NO.
fiiiiffisl L2!..J
l---,,..,.,,,,::-l-=d--------------+.:==-+=;.771--;:;;;:;:.;+,;w-i',".,i OWN BY: -~-1 DATE INITIAL DATE INITIAL DATE INITIAL CHKDBY: __ _ PROJECT NO.
I
DRAWING NO.
ENGNEEROFWOR< REVISION DESCRIPTION 011-ERAFPROVAL arYAFPROVAL L!:fNW!Y!!'.!Dl!B!.!.Y:...::==.!
PRELIMINARY
NOT FOR CON8TRUC110N
CT99 ·03 . 397-21:
VWD02-002
'
I
~
(!I
~
~
:5
!.: w
~
g
"' t,
~!
~ ~ ffi~ '-C ~ :ii ifj 0
~::E ..., ~
~~ " '°
~
-...l
0 1
I
N
~Iii
~
15:i!
:I~
_____ ,
--+--- --------=c..:-=--=-=
LAND CONC:SRN
LANDSCAPE AROBJTB~Tvaa
J?SO R, DIIBR.11 ilVBWU-11
SANTA ANA; CII.LIPORNJA j>2.?-0f
(p49) •so-41»
PLAN: POINSETTIA LANE
1E~,~~0E1 '===c'===c:::ft'===c'===c:r'l°~'===c~J20
GRAPHIC SCALE 1 "=40'
IRRIGATION PRE88UAE CALCULATION TABLE
ator Meter No.
Elevation of Meter
Hydraulc Gradient
Static Pressure
s011rc1 of lnformotlOn
Phone Number
Date of Information
POINSETTIA LANE
EL CAMINO REAL
Basis for C1lcul1tion Longest Run/Hlgheat Elevatlpn/Hlghest Flow Remote Control Valve
Demand
Elevation of
Highest hold
Elevation of R.C. V
Pressure at R.C. V.
an. SIU.
2"
.......-, i
234' 2"
1-1 /2"
2ltA
Size 1-1/2"
130.0'
120.0'
94 pst
ITEM.
Water Meter
Beckflow Preventer
Basket Stre1ner Gate Valves
Master Valve
Flow Sensor
Mainline
Mainline
Autoflllltlc Control Valve
Lateral Line Loss
Lateral L lne LOS$
Lateral Llne Loss
Latera 1 Llne Loss
Fittings Loss C H)!f;)
ElevaUon Change
Total System LCSsH
Pni-re Required to operate head
Total PrMSUNI Required
Lowest Static Pressur,, Available
Pnl-l)flt Regulated Pressur,,
Residual Pressure at preset pressure
11AS81.JILT1'
~IV.~ lo/"Ll/os.
t>ATf!.
P$I 10$$
0,70
12.00 3,00 02
2.10 1,go 2. 3
2.10 4.00
2.9B
43 37 ps)
30 psi
a
BASEk
KEY MAP
LATERAL SIZING
LATERAL SIZING IS PER INDICATED ON THE PLAN
BY NUMBER. IF SIZE IS NOT INDICATED USE 3/4°.
NOTE TO CONTRACTOR
CONTRACTOR SHALL SCHEDULE A SITE Oi!SERVA TION SYSTEM
FOR A REVIEW BY THE IRRIGATION DESIGNER AND VALLECITOS
WATER DISTRICT MIN. 48 HOURS LEAD TIME.
THE FOLLOWING ITEMS TO BE SCHEDULED FOR REVIEW:
PRE.JOB I KICK OFF CONSTRUCTION MEETING
MAINLINE INSTALLATION AND PRESSURE TEST
LOCATING CONTROi.LEA ASSEMBLY
COMPLETION OF INSTALLATION FOR COVERAGE TEST.
SLEEVING NOTE
ALL PIPIIIIG AND WIRE SHALL BE SLEEVED
UNDER PAVING. ALL SLEEVES TO BE MIN. 2X
DIAMETER OF PIPE SLEEVED.
ALL MAINLINE SHALL BE ACCOMPANIED WITH A
MIN. 2" DIAMETER WIRE SLEEVE.
SLEEVING TO EXTEND MIN. 12" BEYOND PAVING.
ALL RECYCLED IRRIGATION MAINLINE
SHALL BE SLEEVED WITHIN 5' OF A
OOMESTIC SERVICE LINE.
WIRE NOTE
ALL LEAO WIRES TO BE 14QA. AND ALL COMMON
WIRES TO BE 12GA. THROUGHT PROJECT.
REFER TO SHEET 42 TO 45 FOR DETAILS,
NOTES, LEGENDS AND SPECIFICATIONS.
ANOREWC.N BOWDEN R.L.A. 1801 DATE
om.
NO.
I
APPROVED:df'
f---t---1--------------+---+---1--+--~ /4, <~--? ~r'Gj c,_;t;. f---+--1--------------+---+---I--+--~ 91TY ENGINEEFit'°R.c.EA' EXP
DATE INITIAL
El«llNEER OF WJFt< REVISION DESCRIPTION
DATE INITIAL DATE INtrlAL
orttE:R N'F'Fr:>VAL CITY Al'f'ROVAL
PRELIMINARY
NOT FOR CON811'111C110N
PROJECT NO.
CT99-03 I
DRAWING NO.
. 397-2I
VWD 02-002
I
102504
'
~
~ (!l
<
~
:5
<
~ <
~ I ~ ~~ ... ~ 1- ll.
11 oC"":i s,~
-...J \,0
0 1
t-" -...,l
I
3 N
!i
~
Iii
I
LAND CONCERN
L.1.NDSCAPB AacerTBCTV• ■
1750 B, D ■ BRB J.. VBNUII
SA.NT4 ANA, CALIIIO.NJ/t. 92.:10s
(949) 1so-4Bn
I I
I I
I I
I I
I I
J I
0 --- -- " ------'---- -----1-.1---
---·_j t _·-_ __---------~~------ --~~--- -·- ' ----- -' -·--· ----~~~---' ' ~ ·---"-~-·--- ·---➔
¥>
-~,
:•::4~,c:.:_:.··.
I
I
I
I
a
POINSETTIA LANE
EL CAMINO REAL
KEY MAP
- Mlf\ "'" 1rr, - ---II.CW- ____ _.11.Cff-- __ -----:_. ~"'· .. -.nw :w:'i!-1 !!!%~ __ __,i,2;;, -----~.,-----· .. · __ ,_,,_,_,_,,,,...., ·--·--;;;:,;;;;;;;::;;:,_,,_,..,,__,.._,-:;.,;,,.,.-•··-· -:=.:::-.=.:::-- • <ii e...,_>1:«i!W 1Fcc-,,.,..;~ ,iif,,--"'""'-~1!...1 ... ~ ;!CW------__RCW--_-:---:---RCW-.,.::-::-1- ---•~• ., -·m :& a;:iw W'T'w~~~ ···-······---•""··-•--"·==--··········""-••--·--·- _~--__ - ---·-··--•-•"-·-··•------- .. -.. ,, ____ ,, ________ ,., _ _,_,,m_.,.,, ________ • """=~~•----":: ;;;;% _.. _____ _.c•-=.::=- - ·="'~....,.,.-~..-=- ;&: ... ------.. ···- --- -- --- --- --- ··-"••-.-.-. __ -:..:::;~~-:'.:~~~:a::-:~o ~ .. • =---~--~---- ····- -· ---- --- ~ LLI I :i Cl)
PLAN: POINSETTIA LANE
,~=ff±==:jBE==~jP===~y~o====lr'
GRAPHIC SCALE 1"=40'
I
I
11/1.,/0$
PATE
I
I
I
I
FOR HARDSCAPE ONLY.
NO PLANTING OR IRRIGATION
IMPROVEMENTS ON THIS SHEET.
BASEi
T
LANDSCAPE ARCHITECT
___:,. __ .:____ ____ -= _ ___,t+JµCl,~(SULa VWD DWG.
ANDREW C.N. BOWDEN R.L.A. 1801 DATE NO.
i8HEEl7 QTY OF CARLSBAD
f---+---+-------------+----le----le--+-----1 ~ ENGINEERING DEPARTMENT t-----i-----t--------------+---11----11---+----,
[sHErnl
L!.1._J
IMPROVEMENT PLANS FOR:
POINSETTIA LANE
AT LA COSTA GREENS
STA. 64 + 00.00 TO 68 + 71.96
PROJECT NO.
CT99-03
::ij,1,;ikJI
DAfE .
DRAWING NO.
397 -2r
VWD 02-002
'
ffi LU cc
Cl
~
:'.S
!;i:
LU
~
<
~ LU
00 ~Cl)
~~
1--0..
Zt
LUz :!LU
0.. ::::!
gLU
LU>
>~ LUo..
Cl~
3:-
01-cc LU
cc~
01--
'--------------------------------------------------------------------------------------------------------------------'~C/) I I
102504
I
030603 :
COUNTY OF SAN DIEGO· DEPARTMENT OF ENVIRONMENTAL HEALTH
RECYCLED WATER STANDARD PLAN NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS.
2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUNOFF.
3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF. OVER-SPRAY AND MISTING.
4. HOSE BIBS ARE STRICTLY PROHIBITED.
5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. e. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL WATER DISTRICT.
7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPER PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS.
8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 P.M. T06:00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR.
IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M.
9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS.
10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FORM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION. IS STRICTLY PROHIBITED.
11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS.
12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS.
13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS. VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEAL TH AND SAFETY CODE.
14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING, "NON-POTABLE OR RECYCLED WATER," COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS.
15. ON NEW ON-SITE SYSTEMS (POST-METER). POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHALL BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/OR REGULATORY AGENCY.
MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NO PIPE CENTER LINES.
16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST T'WELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES.
17. IF A CONSTANT PRESSURE RECYCLED WATER LINE SHALL BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN
TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS.
18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH.
19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICl!PAL WATER DISTRICT AND /OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY.
20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK'' SIGNS SHALL BE CALLED OUT ON THE PLANS.
21. WHEN RECYCLED WATER BECOMES AVAILABLE. AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS
INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY WITH THE BASIC CONCEPTS OF
BLACKFLOW/CORSS-CONNECTION PROTECTION, THE RECYCLED PURVEYOUR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE
PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT AND/ OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. r
IN CASE OF EMERGENCY CONTACT_ MIKE LOMBARDI_ AT _(760) 505-5644, ____ _ OR AFTER HOURS, CONTACT_ MIKE LOMBARDI. ___ AT _(760) 505-5644, ____ _
22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS.
23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND OR DESIGNATED OUTDOOR EATING AREAS ON THIS SITE.
24. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL
MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR THE IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS. ETC. GIVEN THE HIGH TURNOVER RATE OF !EMPLOYEES IN THE LANDSCAPE INDUSTRY IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS.
25. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. land concern
GENERAL NOTES
1. ALL MAIN LINE AND LATERAL LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAIN AND LATERAL LINE SLEEVES SHALL BE A MINIMUM OF TWICE (2X) THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING.
2. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWING. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED.
BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION.
3. INSTALL ALL PIPING BETWEEN THE POINT OF CONNECTION AND THE R.P. BACKFLOW PREVENTOR AS PER LOCAL CODES.
4. FINAL LOCATION OF THE AUTOMATIC CONTROLLER AND BASKET STRAINER OR THE RP. BACKFLOW SHALL BE APPROVED BY THE DEVELOPER AND THE LANDSCAPE IRRIGATION DESIGNER PRIOR TO INSTALLATION.
5. 117 VAC ELECTRICAL POWER SOURCE AND PHONE SERVICE AT CONTROLLER LOCATION SHALL BE PROVIDED BY MORROW DEVELOPMENT. THE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE AND PHONE DROP TO THE CONTROLLER.
6. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED.
7. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC.
8. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE.
9. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO BECOME FAMILIAR_ WITH ALL GRADE DIFFERENCES. LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY THEIR WORK. WORK SHALL BE COORDINATED WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES THROUGH WALL, UNDER ROADWAYS AND PAVING, ETC.
10. THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE AS SHOWN ON THE RESPECTIVE POINT OF CONNECTION NOTES. CONTRACTOR SHALL VERIFY WATER PRESSURES PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCES BETWEEN
THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE.
11. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS rJBVIOUS IN THE FIELD THAT UNKNOWN
OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED. THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY.
12. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.
13. THE IRRIGATION CONTRACTOR SHALL INSTALL KB! SERIES ADV'S (ANTI DRAIN VALVES) ON ALL HEADS IN AREAS WHERE FINISH GRADE EXCEEDS 4:1, WHERE POST VALVE SHUT-OFF DRAINING OF THE IRRIGATION HEAD OCCURS OR AS DIRECTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE.
14. THE CONTRACTOR SHALL PROVIDE REDUCED PCS· PRESSURE COMPENSATION SCREENS ( PER ATTACHED LEGEND) AS NECESSARY TO ELIMINATE OVERSPRAY ONTO STREETS, WALKS OR OTHER AREAS AS DIRECTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE.
15. REFER TO THE IRRIGATION SPECIFICATIONS AND THE RULES AND REGULATIONS FOR NON-POTABLE WATER SERVICE BY THE SAN
DIEGO DEPARTMENT OF ENVIRONMENTAL HEAL TH OR CARLSBAD MUNICIPAL WATER DISTRICT (CMWD) 11AS SUILT'1
a,Clb!,~ 10/2.1/os
PATE.
SPRAY HEAD IRRIGATION LEGEND
FLOW
SYMBOL SPRINKLER TYPE MANUFACTURER MODEL NO PATTERN RATE RADIUS PRES. PRECIP .., SHRUB POP UP RAINBIRD 1812 SAM PRS 10 H HALF 0.80 10' 30 1.78 t SHRUB POP UP RAINBIRD 1812 SAM PRS 10 T THIRD 0.50 10' 30 1.78 + SHRUB POP UP RAINBIRD 1812 SAM PRS 10 Q QRTR 0.40 10' 30 1.78 • TREE BUBBLER RWS•BCG BUBLR 0.25 30
(RAINBIRD 1401 IN DEEP WATERING TUBE)
ALL SPRAY HEAD POP-UP BODIES SHALL HAVE RECYCLED PURPLE SNAP CAPS
IRRIGATION EQUIPMENT LEGEND
1 0 , \ , '",>'3,',~, 1 t"'(), ,l'l,~'\i~,1
- - - - -- - - - -- - - -
---RCW---
2" WATER METER· TO BE INSTALLED BY C.M.W.D.
BALL VALVE· WILKINS 850-TO BE LINE SIZE
FEBCO 825 Y 2" R.P. BACKFLOW DEVICE WITH STRAINER OPTION WEATHERMATIC 8200 CFI 1-1/2" MASTER VALVE
NELSON 7645-1 • LOCKAl!LE NON POTABLE WATER QUICK COUPLER VALVE WEATHERMATIC 8200 CR AUTOMATIC CONTROL VALVE. SIZE PER PLAN IN-LINE UVR PVC CHECK VALVE· KBI LINE SIZE
CALSENSE FLOW SENSOFI • SEE CONTROLLER NOTE
CALSENSE ET2000·XX-R-RR-SSE-R WITH FLOW SENSOR
AND PHONE MODEM· SEE CONTROLLER NOTE
110 VAC POWER METER PEDESTAL· INSTALLED BY DEVELOPER
2" PHONE CONDUIT DROP FOR CONTROLLER MODEM· EXTEND 2" SCH. 80 PVC TO CONTROLLER PEDESTAL. DEVELOPER TO INITIATE PHONE SERVICE PRIOR TO TURNOVER PURPLE CLASS 315 PVC PRESSURE MAINLINE FOR PIPE 2" AND LARGER • BURY 24" PURPLE SCH 40 PVC PRESSURE MAINLINE FOR PIPE 1-1/2" AND SMALLER· BURY 18" PURPLE CLASS 200 PVC LATERAL LINE· BURY 12"
PURPLE CLASS 200 PVC TREE BUBBLER LATERAL LINE· BURY 12" SCH 80 PVC MAINLINE SLEEVE UNDER VEHICULAR PAVING· 30" COVEFI SCH 40 PVC MAINLINE AND WIRE SLEEVE UNDER PEDESTRIAN PAVING· 18" COVER SCH 40 PVC LATERAL SLEEVE -12" COVER
ALL SLEEVES TO BE BE MIN 2X PIPE DIAMETER OF PIPE SLEEVED POTABLE STREET MAIN LOCATION PER CIVIL ENGINEERING PLANS. FOR REFERENCE ONLY.
RECYCLED STREET MAIN LOCATION PER CIVIL ENGINEERING PLANS. FOR REFERENCE ONLY.
FIRE HYDRANT LOCATION PER CIVIL ENGINEERING PLANS. FOR REFERENCE ONLY.
DENOTES VALVE STATION NUMl!ER
DENOTES FLOW
DENOTES VALVE SIZE
ALL EQUIPMENT SHALL HAVE RECYCLED PURPLE IDENTIFICATION PER CMWD REQUIREMENTS
LANDSCAPE ARCHITECT
---ANDREW C.N. BOWDEN R.L.A. 1801 DATE
~ CITY OF CARLSBAD
1----+---t--------------+---+---lr---+---i ~ ENGINEERING DEPARTMEN:r 1----+--+---------------+----+--+----+---I
IMPROVEMENIT PLANS FOR:
POINSETTIA LANE
AT LA COSTA GREENS
IRRIGATION LEGENDS AND NOTES
Landscape Architecture
1750 e. deere avenue
PLAN: POINSETTIA LANE I APPROVED: d y
=.ctc=j==t=================t==t==t==t=j ~;;('4rg·c '6, e~ santa ana, california 92705
(949) 250-4822
NO SCALE ROBERT J. WOJCIK RCE • 33968
DISTRICT ENGINEER
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL OWN BY:
DATE INITIAL CHKO BY:
OTHER APPROVAL CITY APPROVAL RVWDBY:
PROJECT NO.
CT99 · 03
DRAWING NO.
397 - 21
L--------------------------------------------------------------------------------1
PRELIMINARY
NOT FOR CONSTRUCTION VWD 02-002
I
~
i §
::5
~
~
-,::
EC/)
ooZ
z ::5 oo.
0. f.. z
~UJ
UJ :::.
:,LU
0. 6 9a:
LU 0.
> :::.
UJ ui
Cl 0.
~(3 er: <n er: 0
oz :; :'.:i
030603 I
-
MV. lcec.BOUnlem
f IN11.Jli!F PUl<l'I..E!, BOL.T LOCKP>8LE!
PLASllC VALVE BOX
HEAT BRAND "MV
I and concern
Landscape Architecture
1 7 50 e. deere avenue
santa ana, callfornia 92705
(949) 250-4822
\..1/Z IN SHRU6S
r---1-\------ :24" LONG E!XFANSION COIL
\lf"----U----- ... SCOTCH•l.OC \MRE!
'---- .. 3" LONG SCH. 80 PVC NIPFI.E!
'----- .... SCH. 80 PVC UNION
'----------COMPACTED
SUE>-eRADE!
CONNECTORS (0!'1 E!QUAI...)
MASTER VALVE
Volve.J:l!ec.Unlon ..-----• PURPL.E!, BO!. T l..OCKJNG
VALVE BOX MARK RCV
r IN TUR"
==- T. CHRISTYYE!LL.OW
STATION NUMeel< T""'3
--- T. CHRIST" PURPLE! WATER TAG IF USED
\MTH RE!CL.AIME!D WATE!R SOURCE!
r----- 24" LONS E!XPASION COIL
r-----~--1+----.... SCOTCH LOC \MRE
CONNECTORS (OR E!QUAI...)
LATE!RAL. LINE! ......_ __ H--~.-• AUTOMATIC CONTROL.
-~----◄ COMPACTE!D
SUB-GlRADE
PRESSURE
AUTOMATIC VALVE
VAL.VE - S,EE PL.AN FOR
TYPE!
SCH. 60 PVC T.O.E!.
NIPPLE!
.3' SCH. 8C::> NIPPLE
SCH. 80 UNION
MAJNUNE
51eevlng.OC
-----------,,~~~~~~~~~~~~=~-=• VEHICUL..AR 01'1 PEDESTRl,,>N PA"v1N<S - SEE PLAN SCH. 40 LATERAL LINE!
UNETYPE
PRESSURE
MAINLINE ANO
WIRES
LATERAL LINE
IN A SCH. 40 PVC SL.E!EVE
SIZE TO BE :2X DLAMETE!R OF LATERAL
------------ 90% MIN. E!.OCKF'L.L RELAllVE COMPACTON
____________ ,a• MIN. COVE!R AND :l" E!ASE
OF SAND 6ACKF1LL ____________ MAJNLINE • SEE LEGE!ND FOR i,1---- TYPE. MAJNLINE! TO BE SLE!E!VED
IN A SCH. 40 PVC PIPE! 2X
- --------------- DLAMETE!R OF MAJNLINE!
CONTROL \MRE BUNDL.E IN A
SCH. 40 SLEEVE! • SE!E! PL.AIN
FOR SLE!EVE SIZE LOCATION
UNDER PEDESTRIAN
PAVING
UNDER VEHICULAR
PAVING
UNDER PEDESTRIAN
PAVING
UNDER VEHICULAR
PAVING
DEPTH
19"
30"
12"
12"
AL.L \MRES, LATE!RAL.S AND MAJNLINE
SHALL BE SLE!lcVED UNDER
VEHICUL.AR AND PE!DESTRLAN FAYING
CONTl<ACTOt:1 SHAL.L. COORC!NATE
AL.L SLE!e\llNG WITH HARDSCAPE
CONTl<,,>CTOR PRIOt:1 TO FORMING TO
ENSURE SL.EEVES ARE SET
,A,1,...1.-6U=e\/E6 TO exret..o 12'
BEYOND HAS<DSC,APE SU~FACe
PIPES UNDER PAVING
PLAN: POINSETTIA LANE
NO SCALE
el'IASS
RISE!R
BRASS
EL.BOW•--....
SCH. e,o ~.oe.
NIPPLE!
PL.
36"MAX
- -NOTES:
1. TH~RE! SH'>,W. ee NO FIT11NSS OR
CONNECTIONS TO OfHER F.AC:ILfflE.G
BET\VEEN THE METER ,l,\ND ™E BACKR-0\.V
ASSE:MBLY .
.2. EV'ICKFL-0\1/ PFtEVE:NTOR MAY NOf Be
INGT.ALI..ED IN PUBLIC Fi:ISKT-O~~WAY
FINISH
GRADE!
1 CU. FT. CVNC. THRUST BLOCKS.
WRAP PIPES \MTH 10 MIL TADE!.
COMPACT SUE>-eRADE TO 90% PRIOR
TO POUR
.3. CONSl'RUCT 2 HIGH Fi!:ET AJNINGl W,AW.. ON -'
$De$ OF THE e,,scKA.OW Pl<e¼SNTOR WI-EN
INGT.AL.l..ED ON A4:1 OR eRE.ATER St...OPS.
OPEN eNO 6H,<i,J..L SE AT DO\VNHILL- SDE OF
SL.OPE.. Pl-!OVIDE ~• HORIZ'ONf,A.L Ct...E.ARANCe
BETWEENW/>J...L AND SACKFL..0\.1/ i::RE='v'e.NTO,:t.
4. 00 NOf INST,AI..L IN ,ARE.A SUBJECT TO
QC.Rec
FLOODINO,. el'IASS UNION
R. p. BA C K FL ow PURPLE! PVC MAJNLINE!
.,.-----PURPLE!, BOLT LOCKJN<!I
PLASllC 10' CIRCUL..AR
1" IN nJRF
1-11;1" IN SHRUB AREA
VALVE! BOX • CAl<SON 9lO HEAT
BRANDED "QCV USE <SREEN BOX
\MTH POT ABLE! WATE!R SOURCE
QUICK COUPJ..EI:! VALVE, SEE
L.EeE!ND FOl'1 TYPE
T. CHRISTY'S FURPL.E WATER T,AG IF USED \MTH
RECL.AIME!D WATE!R SOURCE!
===-- .. el'IASS NIPPUE, LENGTH
AS REQUIRED
~---•1 CU. FT. 3/4" CRUSHED
<SRAVEL.- 6" DEEP
L,----- .... BRASS ELBOW
I,,----- ... BRASS STREET EL.L., TYP.
I~----• BRICK STABILIZER. :2 RE!Q'D
~:,;i,14i=::;;:;,-... el'IASS NIPPL.E 6" MIN.
LENGTH
_ ___. PVC SCH. 40 TE!E Ol'1 E!L.L.
PVC MAJNLINE, DE!PTH AS
RE"QUIRE!D
'-------- COMPPCTE!O SUEI-GRADE
QUICK COUPLER
Trench.OC
CONTRACTOt:1 SHAL.L HAVE! IRF<IGATION
MAJNLINE" AND LATERAL.S INSPECTED
ElY THE! WATE!R DISTRICT
INSPECTOt:1 PRIOR TO eACKFILL.
AL.L.AO.JACENT PIPIN<S SHAL.L. HAVE A4"
MIN. HOl'11ZONT Al.. SEPARATION
TRENCHING
NO'rE
OJICK COUPLER VALVES SrlALL BE, A
TYPE APPROVED FCI< RECYCLE
\VATER '.JSE.
NOTES:
FlNISH GR,AO!!
LATERAL. LINE!
ZLAYE!ROF
CLE.AN BACKF1LL
(2) WARNING TADE!
LINE!S
1 - ON TOP Of" SLEEVI'!
1 • 1:l" ABOVE SLEE!VE
Pl"!ESSLIRE! MAINLINE
CONTROL \MRE! eLJNDLE!
Z LAYE!< OF CLEAN
6ACKF1L.L.
1. AL.L PLASllC PIPING TO BE SNAKE!D
IN T'<E!NCI-E!S
:l. eLJNDLE! AND T Al'E \MRIN<3 AT 10'
INTERVAL.&
3. TIE A L.OOSE :20'' LOOP IN \MRING AT
CHAN<SE IN Dn:!E"CTION <SRE!ATE!R THAN
30". UNllE ALL L.OOPS AFTE!R AL.L
CONNECTIONS HAVE BEEN MADE!
4. SEE IRRK,ATION SPE!CIFICAllONS FOR
eACKFILL AND COMPPCTION
RE:QUIRE!ME!N"'"S
13oH.Rec.Unlon
F'low.Plan
I
.,. II I , -
-
_.,.,..----- PLJRPL.e, BOL.T LOCKING
PLASTIC CIRCUL.AI< VAI...VE
BOX· MARKE!D "<SV WITH
E><TE!NSIONS AS NE!CE!SSARY
e.AU... VAi... VE. see
L.e<SE!ND FOR TYPE!
T. CHRISTY PUl'1PILE! RE!CLAIME!D
WATE!RT-AG
;----- 3' LONG SCH. 80 NIPPLE!
----• SCH. 80 UNION
_.,.... ___ ... SCH. 80 THREAD ONE! E!ND
(T.O.E!.) NIPPL.E • TWO F<EQD
1 CU. FT. 3/4' CRUSHE!D <SRAVEL
GATE VALVE
-- SENSC>r<: TEE
- FLOW SENSOR \MRE!S
I
~ #14 RE!D AND BL..ACK WIRE!&
I e 1--1/4" PVC CONDUIT TO CONTROLL.E!R
(EPOXY AL.L ENDPOI~ TO WATE!RPROOF)
SUE! H4-INLll'-I! -TOAUT~TIC ~ VAL-VEG
-·· .. - I ..
PIPE Ol,lo,. PIPE 91A..
-
I
I I ij I OW
Do.,,,,Nsa IZe I )l II C OWNG ize IJ G I
HEAT BRAND "FS" HE!ATBRAND"MCV
NOTe: MANLJNe MUST ee DO\.VN6rzeD TO size O'F FLOW SENSOFI:
Tee Bei\NeeN l"-'tPGTel2: VALVE .AND FL..O.N' SE.NGOR .A/'.DAFTER P'I..O\.\I !:K!NSO~. 01ST .ANO!S .AJ<e SHOWN ASOve.
" -
' : (:2) #14 GA
CONTROL. \MRES
(TO CONTROLL.E!R)
' : MAGTER CONTROL
II ' VALVE
VAi.. VE! BOXES
WITH HE!AT
BF<ANDE!D
-
L.E!TTERS
11 MAJNLINE Fl'!OM R.P. e.<'CKl'LOW
MASTER VALVE/FLOW SENSOR
I
LANDSCAPE ARCHITECT
ANDREW C.N. BOWDEN R.L.A. 1601 DATE
fsHEerl CITY OF CARLSBAD
i-------t----t--------------+---+---1---+----1 ~ ENGINEERING DEPARTMENT t----t-----it------------------+---+---+---+---1
xxxxxxxxxx
ROBERT J. WOJCIK ACE - 33968
DISTRICT ENGINEER
DATE INITIAL
EN:31r-EER OF'MJFt< REVISION DESCRIPTION
IMPROVEMENT PLANS FOR:
POINSETTIA LANE
AT LA COSTA GREENS
IRRIGATION DETAILS
VWODWG.
NO.
VWD02-002
(/)
~ cc
Cl
~
§ :s <
~
<
;~ ~e: .. z i-w z:::;; Ww
:::i:> a.a gee
~~ Ww
Cla.
~<
~g cc Cl
0 :i:: L _______________________________________________________________________________________________________________________ _,:::;;~ I
land concern
Landscape Architecture
1 7 50 e. deere avenue
santa ana, callfomla 92705
(949) 250-4822
\Mre.Connect
Hi----- S6.L.V,.t,NIZE!D GISN Gee oe'f.,o.JL -------
1/,4:' X 2' STPIINL.ees M.ACHNe eot.. T6
(2 REGO) ~FORM ENDS OF BOL T5
TO PREVENT EAGY REMO\/.AL
ROUND.
RECYCLED WATER SIGN
,SECTION VIEW
,,,.----➔ "!'RB! LOCATION - see PLAN17N<3
PLANS AND DETAILS
r------ ROC>TElAI..L..
~----- 6" D"'- PVC P~FOAATeD PIPE!,
QTY :i P~ mee
/"-----e RAN61RD ~E:S. COMP. BUBBL~
1401 (BUILT IN ~-BCe)
==-- .:l/8" CRUSHeD GRAV!!L. QTY :2
PER meE FlLL TO ,. BEL.OW
BU6BL~
DEEP ll<l<IGATION FOi< TREES
STl<E!ET SUl<l'\AC!!~
SID!!\W,bLK \
CURB \
~~~
l"OT ABl..E! SE!R\11CE! LINE 3·5 FEET
~-METERBOX
WITH METER
:24"
+ 1:Z'
" D.
FOR WIRE SIZES NO , .. 12 AND 10 EOFl \WIRE= e1ze 1-ARGF;Fl THAN NO 10 c:-!ll.JP ElASe !lOCKE!TOV!!R
1 4
END OF \MRES. r ~~~~oe: APPROX 5/e·
L. S"T'RIP \MRES APPROXIMATELY !5/8'
FROM eNDS T\MST ENDS TOGETH~.
T\MST CONNE!CTOR UNTIL
WIRE ENDS REACH eoTTOM
C-
APPLY seAL~ TO OUTSIDE OF SE!:ALIN<3
PW<3. FILL CA\11TY\M1"H seAi.Si!
~ i l. PUT CRIMP SLeE:\11E: OV!!R \Ml<e ENDS.
_ _. AFT~ MIXJNe CONTENTe OF
seALING PPGK IN PGCCRDANC!l
WITH INS"T'RUCTIONS, CUT 11.:l" OFF
END OF PACK ;•ND INSERT
CONNECTOR TO OPPOSITE END.
CRIMP SLE!:VE' AND CUT OFF E,XCE:SS \Ml<e.
PIUL.L EIASe SOCKET OV!!R WIRE END
NE, FA'< "'8 POSSIBLE
PUGH SEAL.INS PWe
INTO SOCKET BASE
r
PUSH \MReS TO END .OF aAE>E: SOCKE:T
TO ASSURE: COMPLETE SEALING OF
CONNECflON
\
WRAP OPEN E:ND OF SEAL.INS
PPGK WITH TAPE AND LEAVE IN
RASeD POSmON UNTIL R!!SIN
JeLLS. (AIPPROXIMATeLY 8 MIN. AT
7:2' F.)
'-RANBRD PEN-TITE' Wll<E
CONNECTOR OR .AP~OV!!D
EQU,bL
WIRE CONNECTIONS
S1<3N IS TO Be
CON!!'>"T'RUCTED FROM
10 SA AIL.LMINUM.
WITH PURP\..E
BACKGROUND \MTH
\M-IITE LETTERS.
SleN IS AVAIL.AEILE
NE, A STANDARD
~ODUCT FROM T.
CHRISTY ENT~~ISES
(714) 771-714:2
IDSISN#.:l
r
18"
FOR WATER CONSERVATION
THIS PROPERTY IS IRRIGATED
WITH RECYCLED WATER
DO NOT DRINK
COMO PARTE DE LOS ESFUERZOS DE
CONSERVAQON DE LA CIUDAD; ESTA AGUA
HA S1OO TRATADA CON EL PROPOSITO DE SER
UTILIZADA UNICAMENTE PARA RIEGO
r
RECYCLED WATER SIGN
(SEE! IMPROVEME!NT DRAWi~ i -=e·
POTABL.e MINIMUM
17 MNIMUM RE!QUIRED ----1
\,€1<'11C,bL SEPERATION _ _l_
RECYCLE!D WATE'R 11<1<1<3~~
M.AINLINE! \M1"H 6LEE:\11E:
NOTe:
,bLL R!:CYCU!D WA~ IRRl<!IATION F'IPE! .AIND
SLEEVES 6H,bLL. Be PURPLE AND LABELE!D AS
SPECIFlED IN:
STAND;>RD SP!!CIRCATIONS FOR PRrv'ATie
IRRIGATION SYSTeMS'
'CARLSB"'D RE!CL.AIMATION RULES AND
R!:GULATIONS FOR CONSTRUCTION OF
RECYCLeD WATE'R M.AINS OCTOBER 1SISl.:l
POTABLE MAINLINE
CROSSING
~VICE LINE! ---.+I
10' MNIMUM TO POTAB\..E M.AINLINE! IN STREET ~
RE!CYCLE!D WATE'R IRRIGIATION )
M.AINLINE WITH SLe!:VE'
NOTE:
VERTIC..... Cl.EA'<AoNCE! OF 12' MINIMUM IS
MAINDATORY \M-IEN CR0ee!N<3 PATH OF'
POTABLE WATE'RUNE. INST,bLLATION OF
RE!CYCL.ED WATER IRRIGATION M.AINLINE :24'
FROM FPGE OF SID!!W.AILK WILL ~DE THE
N!!CESSAl<Y 10' HORIZONT,bL Cl.EA'<AoNCE FROM
POTABLE M.AINLINE IN emeET.
POTABLE SERVICE
LINE CROSSING
PLAN: POINSETTIA LANE
NO SCALE
"AS BUILT'
~Ju
ROBERT J. WOJCIK ACE - 33968
DISTRICT ENGINEER
ATE
Cont.Top
Pop.ip.l<ec.Mx
,,------eAUTOMATICCON"T'ROLL~
~-----e ST.AIN\..ESS STE!ll.. ENCLOSURE - 6EE
CONTROL~ NOTE' FOR SPECl!9CATIONS
,,------ ON/OFF- SFl SWITCH PER CODe
~--.. EPOXY Se.....ANT AROUND
EDSE:9
r--e,• MIN. THICK POUReD CONC. aAE>E!
NE, RE!QUIRED BY MAINUFPGTUR~S
SPE!CIFlCAT\ONS
.,--•SL.OPE! TO DR.AIN PE!DEST,bL
FOUNDATION
.,,--◄ F'INISH <3R.ADE!
rJ..1~1-L_::::~--.5/8' X 9<13' COl"l'E!R CLAD
SROUNDl'tOD-ATTACHTO
CONTROLLER C.Al:l\NeT
11....-----e 3' PVC LONS S\>,/EeP ELL
.,
=---- DIRECT BUl<LAL CON"T'ROL.
WIRE TO CONTROL V,bLVE!S
'----------- 117VOL.T, eD CYCL.e
P0\11/E!R WIR!!S IN CONDU~
'----------e THRE:E (3) 1-1/Z SCH. 40 PVC
CONDU~ FOR SENSOR WIRES
.AIND =MMUNICATION CABL.11:
CONTROLLER TOP LIFT MOUNT
,,,-------- .. POP UP SPAAY HE!AID
REF~ TO LeeEND FOR
SPECIFK:ATIONS
5:----- NOTE:: .A1L.L HE!ADS TO Be SET t!l
MIN. FROM ,bLL HARDSC.APE
SURFACES OF< W,bLLS,
'--------e FlNISH GRADE!
'f""":2r•:;;f.-------TIURF
4'...:.---------SHl<UB
~----- MAAL!!X S"T'REET !!LL. TYP.
r----- SCH. 80 PVC NIPPLE
~--PVC LATE'R,bL LINE - 61ZE NE,
NOTeD ON PLAN
,----e SCH. 80 PVC NIPPLE
r-- MARL.EX S"T'REET El..L
POP UP BODY
SCH. 40 PVC s.s.T Tl!!E!
ORELE30'W
LANDSCAPE ARCHITECT
~s-v;~
~
~m
.p;:.._ -'..:_"":~._;-::.""" '-"®
--=...:..:.:_.=;.:,.:_;_..:;__ _ __.::::::.._ __ f./.~/Jt.r,~'/1-/t,~J WIO DWG.
ANDREW C.N. BOWDEN RL.A. 1801 DATE NO.
I SHE44ET 11 QTY OF CARLSBAD 1---+---l'----------------l----+--l-----l----l . ENGINEERING DEPARTMENT t--+--+-------------f--1--1--+---I
DATE INITIAL
ENG\N:ER CFWOFI< REVISION DESCRIPTION
IMPROVEMENT PLANS FOR:
POINSETTIA LANE
AT LA COSTA GREENS
IRRIGATION DETAILS
'
i
(!J
<
§
~
!;j:
w
~ <
~Cl)
~~
~~ .. z
i-w
Z:::!;
Ww
:::E > o..o ga:
~~ Ww Co.. ~<
~~ VWD 02-002 a:0
1.-----------------------------------------------------------------_J~~ ! !
/ . .. ~1
' i [030603 . 1
SCOPE
Fumlsh all materials, equipment, services! supervision, transportation and labor necessary perform all Irrigation work complete lnclud ng the followln Drawings and Specifications, $,ervloe Manuals, Record Drawings, Loose Equipment Guarantee, Materials and Installation
1.D.RAWINGS AND SPECIFICATIONS:
A. The Intent of the Drawings and Specifications Is to Indicate and specify a complete an efficient Irrigation system ready for use In accordance with the manufacturE recommendations and meeting with the approval of the Landscape Architect without furth1 cost of labor and material to the Owner.
B. Plot dimensions are approximate. Before proceeding with any work the Contractor shal carefully check and verify all dimensions and shall report any variations to the OWr C. Due to the -le of the Drawings, It Is not possible to Indicate all offsets, fittings, etc. whlc may be required. The Contractor shall carefully investigate the structural and finish conditions affecting all the work, and plan the work accordingly, fumishing such fittinqs, et, may be required to meet such conditions. Drawings are generally diagrammatic and rndlcatl of the work to be Installed. The work shall be installed in the most direct and workmanli manner, so that conflicts betWeen irrigation systems, plantlng and architectural features will avoided.
~UALS
Contractor shall furhls~ two (2) service manuals to the OWner. Manuals may be loose leaf ar shall contain complete kirawlngs of all equipment Installed showing components and catah numbers together with the manufacturer's name and address. Additional sheets shall cov operation instructions simple enough to be understood without specialized knowledgE 3, RECORD DR~~INGS
Contractor shall prr)Cu..l. from the OWner a aepta mylar of the Irrigation layout and mark t exact "as built" arranglment Including locations of all equipment installed. Locations shall shown bv the triangular system of measurements from easily identified permanent feature, such as Irrigation heads, buildings and walks. The "as built' drawings shall be draft employing a competent draftsman. After final Inspection and before final payment, the myla shall be delivered to the Owner.
4, LOOSE EQUIPMENT
Loose Irrigation equipment, operating keys and spare parts will be lumlshed by the Contractor in quantities as shown on plans or In specification
5. GUARANTEE
A. The entire lrrigadon system shall be uncondltlonally guaranteed by the Contractor as material and workmanship, including setlling of backfilled areas below grade for a period one (1) yearfollowlng the date of final acceptance of the worf B. 11, within one year from the date of completion, settlement occurs, and adjustments I pipes, valves and irrigation heads or paving is necessary to bring the system paving to the proper level of the permanent grades, the Contractor, as part of the work under his Contraa shall make all adjustments without extra cost to the owner, including the restoration ol damaged planting, paving or other Improvements of any kind.
C. Should any operational dlfflcultles In connection with the Irrigation system develop with the specified guarantee period which In the opinion of the Owner may be due to lnferio material and/or workmanship, said difficulties shall be Immediately corrected by the Contraa to the satisfaction of the owner at no additional cost to the Owner, Including any and all otl damage caused by such defects.
8, WATER MANAGEMENT
A. The Irrigation system shall be Installed with the focus of water conservation - achlevh maximum plant health and aesthetic while minimizing water consumptlc B. There shall be no overspray onto walks, buildings, walls, streets, or as directed by thE owner's authorized representative.
C. The contractor shall notify the Irrigation designer 48 hours rrior to finish of the lrrlga system for a coverage walk-through. Contractor shall take al responsibility for impropE system coverage should the irrigation designer not be notified prior to plant lnstallatlc D. Prior to official tumover of the maintenance contract, the contractor shall contract a ce1 water auditor to perform a water distribution test In all turf areas. Coples of test data shall bl delivered to the Owner and the Landscape Architect.
7, MATERIALS
A. Pipe and Flttlnga
(1) Brass
Brass pipe shall be IPS standard weight 85% Red Brass. Fittings shall be with standarc 125-pound cast bronze threaded fittings.
(2) PVC Conduit
Pipe that Is used for control wires shall be PVC conduit Schedule A, Type 2110. All wires under paving shall be Installed In PVC conduit
(3) PVC High Impact Pipe - Cell Class 12454B (PVC Schedule 40 & 80) a. Pipe shall conform to ASTM Standard D1785 Cell Class 12454B and ASTM D2241 b. Pipe shall be marked at lntervaltl not to exceed 5' with the following Information Manufacturer's name, nominal pipe size, PVC type and cell class (I.e., 12454B), schedule NSF approval.
C. PVC Schedule 40 shall not be threaded.
d. Fittings shall be PVC Schedule 40, ASTM D-1784, 24615, Cell Class 12454B, NSF approved.
LAND CONCEP.N
LANDSCAPB AacHJTBCTUBB
J?5'0 B, DBBlll AVBNUR
SANTA ANA, CALIPOllN'IA 9270S'
(949) •so-48>2
(4) PVC Pressure Rated Pipe- Cell Class 12454B (PVC Class, 200, & 315 and PVC Schedule 40)
a. Pipe shall conform to ASTM Standard D1785 Cell Class 12454B and ASTM D-2241 b. Pipe shall be marked at Intervals not to exceed 5' with the followlng Information Manufacturer's name, nominal pipe size, PVC type and cell class (i.e., 12454B), schedule NSF approval.
C. PVC Schedule 40 shall not be threaded.
d. Fittings shall be PVC Schedule 40, ASTM D-1784, 2466, Cell Class 12454B, NSF approved.
(5) All PVC pipe shall be purple Alertline, or approved equal, and shall conform to Cerisbad Municipal Water District Rules and Regulations for Non-Domestic Weter Servic a. Solvent shall be 2721 series I PS-Weld on low volatile blue glue with P68,70 primer or approved equal. Glue and primer as menfuactured by IPS Weld-on, Gardena, California 01 approved equal.
b. Caution shall be utilized In handling Type I pipe due to the possibility of cracking or c splitting when dropped or handled carelessly.
c. When connection Is plastic to metal, male adapters shell be used. The male adapter sh, be hand lightened, plus one turn with a strap wrench. Joint compound shall be Permate Type 11.
(6) Gasket Seal PVC Pipe - Not appllcable
(7) On-Grade PVC Pipe - Not applicable
B. Sprinkler Heads
Sprinkler heads shall be as shown on plan or approved equal with reclaimed water snap cap or rubbler tops
C. Valves
(1) Remote Control Valves - Electric remote control valves shall be as shown on plan 01 approved equal with purple reclaimed water tags.
(2) Ball Valves - Approved ball valves shell be WIikins 850 with purple reclaimed water tags. (3) Quick Coupllng Valves
Quick coupling valves shall be as Indicated on Plan and shall be Installed In a 6"-8" dlame valve box. Alternate material may be submitted for approval. All quick coupling valve keys end hose swivels shell be of same manufacturer es the quick couplers. Quick couplers shall lockable, have a purple cap, and ACME thread for reclaimed water use D. Automatic Controllers
Automatic controllers shall be as shown on Plans and Detail E. Stainless Steel Enclosures
Stainless Steel Enclosures and hardware used In Installation of the enclosure shall manufactured with 100% Stainless steel. Enclosure shall be as shown on Plans and Dela F. Control Wire for RCV'a
All wiring to be used for connecting the automatic controller to the electrical solenoid actuated remote control valve shall be Type UF-600V,solld copper, PVC insulation, single conductor, UL approved underground feeder cable. Each pilot or "hot" wire shall be color coded with lhE common wire being white only. Minimum 14 gauge.
G. Valve Boxes
All remote control valves, gate valves, quick couplers, pressure regulators, and pressure relh valves shall be installed in purple valve boxes as shown in details, complete with lockin1 covers. All shall be CARSON or 99proved equal, and shall be marked "RCV'' with station numbers for control valves, "GV'' .-;r-QCV'', "PRV', "PR" respectively heat branded in 1" high letters on valve cover by Contractor.
H. Backflow Prevention Units
The backflow prevention units shall be as shown on Plans and Detalls and be tagged with purple reclaimed water tag.
11AS BUILT"
a. G'J#;t,- >
PLAN: POINSETTIA LANE
NO SCALE
8. INSTALLATION
A. Trenching
(1) Excavation shall be open vertical construction sufflclently wide to provide free workln space around the work installed and to provide ample space for backfilling and compactlr (2) Trenches for pl~ shall be cut to required grade llnes and trench bottom shall b compacted to provide an accurate grade and uniform bearing for the lull length of the Iii (3) When two (2) pipes are to be placed In the same trench, a 6" space shall be maintained between pipes.
(4) Low voltage control wires shall be burled under the malnllne as shown on the plan B. Backfllllng
(1) Backfill material shall be approved soil. Unsuitable material Including clods and rocks o· 1" In size shall be removed from the premises and disposed of legally at no com to the Owner.
(2) All backlllllng shall be done carefully and shall be properly compacted. All trenches at tc of slope conditions shall be inspected by the project soils engineer for proper compaction (3) Depth of trenches shall be sufficient to provide a minimum cover above the top of the pipe as follows:
12" over PVC non-pressure lateral llnes
18" over PVC non-pressure lateral lines for rotor system 18" over PVC main under pressure for pipe 2" and under
24" over PVC main under pressure for 2 1 /2" and over
C. PVC Pipe
(1) PVC pipe shall be Installed In a manner which will provide for expansion and contractlc as recommended by the pipe manufacturer.
(2) All plastic to metal Joints shall be made with plastic male adapter. (3) The Joints shall be allowed to set at least 24 hours, or as recommended by the solvenl manufacturer before pressure is applied to the system on PVC pipe. (4) Aller all new Irrigation piping and risers are In place and connected, all necessary work I been completed and prior to the Installation of Irrigation heads, control valves shall t opened and a full head of water used to flush out the system. After the system is thorough!) flushed, risers shall be capped off and the system pressure tested. (5) Irrigation lines shall be tested In place before backfllllnp !or a period of not less than one ( hour, and shall show no leakage or loss of pressure. Dunng the test period, minimum te pressure at the highest point of the section being tested, shall be 150 pounds per square mch.
(6) At the conclusion of the pressure test, the head shall be Installed and tested for operatic In accordance with design requirements under normal operating pressure. Contractor st verify heed pressures with pilot tube and adjust control valves to correspond with design pressure.
D. Installation of TwlnSeal Gasket PVC Pipe - Not applicable E. Sprinklers
(1) All nozzles on stationary pop-up sprinklers shall be tightened alter Installation. 1 sprinklers having an adjustment stem shall be adjusted on the lateral line for the proper rad as to avoid overspray onto, but not limited to, walkways, walls. fences, roadways, or as directed by the owner's authorized representative.
(2) Sprinkler heads and risers shall be Installed according to detal (3) All sprinkler heads with a 112" or 3/4" Inlets shall utilize Mariex street ells In the swing Jc asse'Tibhes. All sprinklers with 1" or larger shall utilize Sch. 40 street ells. All threaded S, 40 connections shall be wrapped with teflon tape.
F. Valves
(1) Remote c. ... ntrol valves shall be acflusted so that the most remote Irrigation heads operat1 at the pressure recommended by the head manufacturer shown on the plan. Remote contrc valves shall be adjusted so the maximum uniformity and distribution of water Is applied by the irrigation heads to the planting areas for each individual valve syste1 (2) Valves shall be the lull size of the line In which they are Installed unless otherwlt Indicated.
(3) Quick coupling valves shall be set approxlmately 12" from walks, culbs, headerboarda, 01 paved areas where applicable. All Quick couplln9 valves shall be placed In shrub plante beds, where possible. All valves shall be placed m 6" - 8" round valve boxes as manufactured by carson, or approved equal.
G. Valve Boxes
(1) Valve boxes shall be set one Inch (1 ") above the designated finish grade In lawn areu and two Inches (2") above finish grade In ground cover areas (2) Valve boxes Installed near walks, curbs, headerboards, and paving shall abut thoBE Items. The top surface shall be flush with Items llsted above H. AutomaHc Controller Location and lnstallatlo
(1) The automatic controller shall be Installed at the approi<lmate location shown on the pl (2) All local and other applicable codes shall take precedence In connecting the 117 VN electrical service to the controller. Owner shall provide power to controller. Contractor st complete hook-up to controller.
(3) There shall be adequate coverage of earth (1B" minimum) over the 24 volt control wire.
Install wire in trench and tape to mainlines on bottom of pipe at 10-loot interval, (4) Controller shall be properiy grounded with a 518" x 96" copper clad ground rod and brass ground rod clamp.
I. Control Wire
(1) All electrical equipment and wiring shall comply with local and state codes and be Install by those skilled and licensed in the trade.
(2) Connecting and splicing of low voltage wire at the valves or In the field shall be mad, using a 3M water Hght connector or equal
J. Beckflow Prevention Units
The backflow prevention units shall be Installed as shown on Plans and Detal K. Inspection by Cerlsbad Munlclpal Water District.
Contractor shall notify the Ollvenhaln Municipal Water District 48 Hours plror to malnll inspection
for pressure test. Pressure test shall consist of testing mainline to 150 lbs for four hours. Te shall be completed with the water district inspector present Contractor shall coordinate all other work to be Inspected with the water district lnspeel 8, PREVENTATIVE MAINTENANCE FOR CONTROLLERS
Depending on the severity of the environment, the below procedures shall be followed two (2) to six (6) limes a year, with particular attention to discourage spiders, ants, snails, s1u, bugs, rodents, or insects of any kind from access to controlle A. Use a Scotch 1619 electrical contact cleaner or equal; spray all knobs; operate or rota them to clear any corrosion or debris which has accumulated. Any non-oil base electrl contact cleaner is sufficient. Do not use a WD-40 type cleane B. Spray and/or clean behind lace plate or panel, removing all Insects, dust, dirt, el C. Use a pest strip or Insecticide to keep out spiders, ants, bugs, etc.
D. Use a rodent chemical In the pedestal to keep out mice, etc E. Seal off any exterior openings where Insects, snails, slugs, bugs, or moisture can enter tt controller cabinet. Where valve wires enter the cabinet, the use of a silicone-type gel Is a excellent method of preventing pests from entering and helps keep moisture out F. Use slug and snail bait around the outside of the pedestal G. Make sure weather stripping Inside cabinet door Is tight to prevent leakage Into th1 controller from irrigation overspray or rain. Replace as needed H. Prevent dust, dirt, and water overspray from petting Into controllers durlnq and all1 construction by keeping the door closed at all times except when programming a uni I. Inspect the valve wires which are attached to the terminal strip Inside controller to be su they are snug and properly marked.
J. Controllers should be operated and visually Inspected at least once a week K. Controllers and valves should be operated once per week even In winter for Just a few seconds to keep corrosion from building up on the contacts or wafer switches and to kee valve parts moving freely.
LANDSCAPE ARCHITECT
£.,_s) ~S'!Ps,
~~~ if 0.,,_~ "' "'=~~I--
"' SIONA1lll!E t _,
.. ~~$)
a ~~.'~IIJ----o;-_CA ~ ~--=--------~--v-LL,~.µ,.L.,..., VWD DWG, ANDREW C.N. BOWDEN AL.A. 1801 DATE NO.
[""stiml CITY OF CARLSBAD fsiimil
1----+---t--------------+----+---t---+-----l ~ ENGINEERING DEPARTMENT ~ 1-----+----+---------------+----+----l'--+---I :=l=M=P=Ro=v'-'=E=M=E=NT=P=LA=Ns=Fo=R========-===:
JTII ITV"'" I • AC>C>R()\/AI" POINSETTIA LANE
AT LA COSTA GREENS
IRRIGATION SPECIFICATIONS
xxxxxxxxxx ~ UftOC jAPPROVED:dY .i .. ~"'- I I I
- • -· c,c, .o.n u1 '"''~I c ,~ .1.,T~l=Ri_,.,_n,1.,.1c::CLU.TR"LC•8j====t===t========================t===1===1===::l===::l ~""'i,,;(Aal!~"'~1'?'. l.J/!c4!i:'.c,l':'.1;/-1f,..~~-!..!.....•--':'...fi~"";<'-----~~:,{ 0 ~
DWN BY: I PROJECT NO I N DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ' DRAWING O.
ROBERT J. WOJCIK ROE - 33968
DISTRICT ENGINEER ~TE ENGll'EERa=WJR< REVISION DESCRIPTION Ol'HERM'PR:>VAL CITYAPPROVAL RVWDBY: ~~, CT99-03 . 397-2I VWD 02-002
L----------------------------------------------------------------------------------------' ti)
z w
~
Cl
<
§
:5
~
w
~
<
I= ti)
~~
00. n.1-.. z i-w z :I!
~~
~~ __JD.
w :I! >Ww
□ 0.
s: c(
~~
CI: 0
~~
030603 :
\
'
PAVING LEGEND
NOTE# AREA MATERIAL STYLE/ FINISH MANUF. NAME/# COLOR NOTES OJ
MEDIAN 4' THICK INTEGRAL - INSTALL PER MANUFACTURER'S AND STAMPED COLOR RIVERSTONE a~ N/A c;tW)JC. ISLAND CONCRETE PAVING . SOILS ENGINEER'S RECOMMENDATIONS NOTES
A CONCRETE TO BE FORMED PER CIVIL ENGINEER'S PLAN. ANY INCONSISTENCIES BETWEEN SITE CONDITIONS AND PLAN INFORMATION SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CIVIL ENGINEER.
B ALL CONCRETE COLOR AND FINISHES TO BE CONSISTENT AND NOT MOTTLED C ZIP STRIPS AND QUICK SCORES WILL NOT BE ACCEPTED.
D ANY CHANGES TO THE HARDSCAPE DESIGN WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT SHALL BE RETURNED TO THE ORIGINAL DESIGN WITHOUT ANY ADDED EXPENSE TO THE DEVELOPER OR THE LANDSCAPE ARCHITECT.
E ALL SAWCUT SCORELINE$ TO BE 1/4" WIDE AND 1/2'" DEEP; TO BE STRAIGHT AND PRECISE.
F PRIOR TO INSTALLATION, A 10' X 10' SQUARE SAMPLE SHALL BE POURED AT THE JOB SITE. THIS SAMPLE SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION OF THE MEDIAN CONCRETE. ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '
'
' ' ' ' ' ' ' ' -' - - - - "' ' ' '
~---' '
3 '
LAND CONCBP.N PLAN: EL CAMINO REAL
LANDSCAPlil AacNrTICTUt.l 40E~2EO=~OE==:::340E===3'l0~====1120 l7S'0 II, Dllllllll AVIINUI
IANTA ANA, CALJPOlUU.A 92.70S'
(949) 2.,;o,4h:1
GRAPHIC SCALE 1 "=40'
I -
I
I
I
I
I
I
I
I
I
I
I
I
I
I
EL CAMINO REAh'
---->......, I
' ' I
,' ' I
~' II
''- I
~,
1 I
I
I
ROBERT J. WOJCIK RCE • 33968
DISTRICT ENGINEER
I
.,.
I
I
-
I
I
I
I
I
,. ,. ,
I
I
I
,, ,
I
I
I
I
I
I
,,
, ,,
EL CAMINO REAL
/
/
/
, , ,
, , , ,. , .,. .,. ,. , , .,. .,. ,,
244 245
FOR HARDSCAPE ONLY.
NO PLANTING OR IRRIGATION
IMPROVEMENTS ON THIS SHEET.
POINSETTIA LANE
KEY MAP
"A& l'UIL,'f•
a,GIII~:..----
LANDSCAPE ARCHITECT
Cl.t~..:;,,\l'i\.-
&
BASE a ae,f~'------....... __cc..__:_.:__:_ _____ ..::..._ __ __,,//u.lrJ.t/i:JliZ.i!-i VWJ DWG.
ANDREW C.N. BOWDEN R.L.A 1801 DATE NO.
TREE AND G.C. PLAN
~ CITY OF CARLSBAD
f----+---+--------------+---l-----1---1----1 ~ ENGINEERING DEPARTMENT ~--+----l---------------1----1----11----1--~ IMPROVEMENT PLANS FOR:
POINSETTIA LANE
AT LA COSTA GREENS
PROJECT NO. DATE INITIAL
ATE REVISION DESCRIPTION CT99· 03
I DRAWING NO.
397 -2I
EN31NEERCIFl'\ORK
VWD 02-002
L----------------------------------------------------------------------------------------------------' 11 •
(/)
~ cc:
(!l
~
:5
t."i:
w
~
<
~(/)
~~
~e:
i:-: 15 z:::,;
w~
~~ ..Ja. w~ >Ww
0~
~~
~~
:030603
PAVING LEGEND
NOTE# AREA MATERIAL STYLE/ FINISH MANUF. NAME/# COLOR NOTES QJ MEDIAN 4" THICK INTEGRAL - - INSTALL PER MANUFACTURER'S AND ST AM PED COLOR RIVERSTONE N/A Qt,P,,.lt-ISLAND CONCRETE PAVING SOILS ENGINEER'S RECOMMENDATIONS NOTES
A CONCRETE TO BE FOAMED PER CIVIL ENGINEER'S PLAN. ANY INCONSISTENCIES BETWEEN SITE CONDITIONS AND PLAN INFORMATION SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CIVIL ENGINEER. !l ALL CONCRETE OOLOR AND FINISHES TO BE CONSISTENT AND NOT MOTTLED C ZIP STRIPS AND QUICK SCORES WILL NOT BE ACCEPTED.
D ANY CHANGES TO THE HARDSCAPE DESIGN WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT SHALL BE RETURNED TO THE ORIGINAL DESIGN WITHOUT ANY AOIJED EXPENSE TO THE DEVELOPER OR THE LANDSCAPE ARCHITECT.
E ALL SAWCUT SOORELINES TO BE 1 /4" WIDE AND 112' DEEP; TO BE STRAIGHT AND PRECISE.
F PRIOR TO INSTALLATION, A 1C1 X 1C1 SQUARE SAMPLE SHALL BE POURED AT THE JOB SITE. THIS SAMPLE SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION OF THE MEDIAN CONCRETE. ' ' ' ' .._ .._
.._ ' '
.._ .._ .._
' .._ .._
' ' ' -.. .._
' ' ' '- .._
'
' ' ' .._
' ' ' '· -' - - - - ,.
' ' ' ' ' ' " '
39 LAND CONCBII.N PLAN: EL CAMINO REAL
LA.NDSCAP ■ AtcNYT ■ CTUa ■
1?$0 ■, 1> ■ aa ■ Jt.Y ■ NUII
IANTA ANA, CAt.noP.NU. 9270S'
(949) 2-S0•,t,122
40 20 0 40
GRAPHIC SCALE 1"=40'
120
I
I
I
I
-- - - - - -
I
I
I
I
I
I
I
I
\
EL CAMINO REAh
1 ' I
,' -... I
~' II
---~,
I
1 I
I
I
I
I
I
I
I
I
-✓-
I
I
/
/
/
ROBERT J. WOJCIK ACE - 33966
DISTRICT ENGINEER
I
/
I
I
I
I
I
I
I
I
I
I
/
,
/
/ ,,
/
DAT
I
I
/
/
/
I
/
/
/
EL CAMINO REAL
/
/
I
a
/
/ ,
/
/
/ , ,
/
/
/
244 245
FOR HARDSCAPE ONLY.
NO PLANTING OR IRRIGATION
IMPROVEMENTS ON THIS SHEET.
POINSETTIA LANE
KEY MAP
'!4!o l!oUll---r•
a OA~IJ#,.__ __
LANDSCAPE ARCHITECT
BASE a SHRUB. PLAN ~----------/.l-t/,l-41'f/.71-1~'J VWO DWG.
ANDREW C.N. BOWDEN A.LA. 1801 DATE NO.
["1itiffil CITY OF CARLSBAD
f---+---t---------------+---+--11-'-----l---l ~ ENGINEERING DEPARTMENT l---+--+---------------+---+--+---+---1 IMPROVEMENT PLANS FOR:
DATE INITIAL DATE INITIAL DATE INITIA
ENGtEERCFWORK REVISION DESCRIPTION Oll-lEAAPPRJVAL aTY N'PFOVAL
POINSETTIA LANE
AT LA COSTA GREENS
INTERSECTION OF EL CAMINO REAL AND POINSETTIA LANE
OWNBY:
CHKDBY:
RVWDBY:
PROJECT NO.
CT99-03
DRAWING NO.
397-21
VWD 02-002
L-------------------------------------------------------------------------------------------------------1 §
IC
i
' (/)
15 w a:
C,
<
~
5 ~
w
~ <
f: (/)
~:i Z..J
~~
i:-: ffi z :::E WW :::!:>
g~ wo.. >::E woW
~~ QU
a:fB
~~
f _,. - ,,
03,U603,
r---------------------------------------------------------------------------------------------- ....... .., ~
LAND CONCERN
LAND8~API AacHJT ■ CToa ■
J?S'O ■• D ■ IIRli AVIINUlil
SANTA ANA, CALJPOllNJA Sl270$
{949) 1.so-4822
I
'
\
\
•
• I
I
I
I
/
I
I
I
I
I
I
/
I
I
I
I
I
I
I
EL CAMINO REAL
I
I
I
~ill
,,,
---,,,
/
/ ,,, - - - - -
,,,
- ,,, ,,,
--,,, ,,, ,,, ,,, --,,,
- -
---
I
)
'
-POINSETTIA LANE
-EL CAMINO REAL
__ 8_1 .. _:-i-~..---=-i", '~~ . I . Jk I ;J_j__
c, i, -~2-L=::..~fLl~g-==~rn'T-'---!:===-hl=l~J~l='d----..!l~~d--1----' dL -
~
KEY MAP
------------
. ---,. ___ .2f4. __ . --+---. --~5. ___ •I -2f _ ___,_ ____ 211 _______ . 248 . ____ L21.~9 __ . ___ . __ _ PLAN: EL CAMINO REAL
GRAPHIC SCALE 1"=40'
'¼'S ta.ul--r•
... - _,,,.
FOR REFERENCE ONLY.
NO PLANTING OR IRRIGATION
IMPROVEMENTS ON THIS SHEET.
LANDSCAPE ARCHIIECJ
BASEb TREE AND G.C. PLAN
~ CITY OF CARLSBAD
t----+--+-------------1---1---1---1----J ~ ENGINl:ERING DEPARTMENT t----+--+-------------1---1---1---1----J
,:::::-:-::::-:===-===-=---t==t==t============t==t=::::t==t=j IMPROVEMENT PLANS FOR: I....__,_ .. ITV nl!lT ., A ,;;" 0 POINSETTIA LANE
AT LA COSTA GREENS
INTERSECTION OF EL CAMINO REAL AND POINSETTIA LANE
XXXXXXXXXX I~ DAit: l---+--+-----------------1-------1---L------1--- I
APPROVED: tJ t' I 1c~~'ABUOIOil1C~AD..JiinU~111~•~lllli'~~••oe.A1~•A~T~::.a.co-w·-sJ-,IBl.(~==t=::t============±==±==±==±==1~A&~~F~•-~·~:ffod-~i.e-.::~llll!;,l~c~e~•~~'---~Fw(:l!!l!{ __ ;21,D~,~E, 1- ........_ ~C='IT=='I E==N=Gl=N~~==;R-;=. v.=: ==E. '=""'~=E=XP==. '=""'~--,===)ICTE=::::;· =-=-:==:::-:-==-=-=c-=------........_-----""...,___.... l---::-DA-:-::TE=-+=-:-:--l------------------1-------1---l--------1--- DWN BY: PROJECT NO. DRAWING NO ROBERT J, WOJCIK ACE - 33968 ~ATE INITIAL DATE INITIAL DATE INITIAL CHKDBY: ~' CT99-03 397-2I DISTRICT ENGINEER BGIIEEROF~ REVISION DESCRIPTION on-tERAPPFOVAL arYAPPROVAL RVWDBY: ~""" i
' C/l
tti w a:
C!l
~
:5
~
w
~
<
~C/l
~~ oa. a.1-
i:-: ifi z::::!:
~~
~~ Jo.
~::::!:
0W
~~
~~
~--------------------------------------------------------------------v_w_o_o_2_-o_o_,J2 ~~ I j
/' ,,. "'""'1
03,0603' j
~---------------------------------------------------7i
LAND CONCl!.RN
LAN08CAP9 AacNITICTDkl
11so Iii, o ■••· AVlilNU ■
SANTA ANA, CALIPORNIA fZ70S
I
.
I
I
I
I
/
1 I
\
•
'
I
I
I
I
I
I
I
I
I
I
/
I
I
I
I
I
I
I
I
/
FOR REFERENCE ONLY.
NO PLANTING OR IRRIGATION
IMPROVEMENTS ON THIS SHEET.
PLAN: EL CAMINO REAL
GRAPHIC SCALE 1 "=40
/
/
/
I
241!1
-EL CAMINO REAL
dl
...?-' \' - ~
\U\l~
~ I b
I\ (
'----------
-------
POINSETTIA LANE
KEY MAP
------------------------
LANDSCAPE ARCHITECT
BASEb SHRUB PLAN ANDREW C.N. BOWDEN A.LA. 1801
rBHEETJ CITY OF CARLSBAD
1-----1----1----------------1--t---t----t------i ~ ENGINEERING DEPARTMENT 1---4---4-------------t--t--t---t------i IMPROVEMENT PLANS FOR:
......... TII ITV 4.P ., ~ POINSETTIA LANE
AT LA COSTA GREENS
INTERSECTION OF EL CAMINO REAL AND POINSETTIA LANE ~
DATE 1---4---4-------------f--t--t---t--1APPROVED:OY . _ • , I /4.,6 c-.:i:L' i,,V~ .,,..,~ ~1.1.1/.-,3 ~· EB..O.LSCT•RlC~==1:==1:============t==t==t==+=~ CITY ENGINl'IER R~ EXP.DAlE ........._ 1----+-,=-cc+-------------j-;:::-;-:;:;ril-;;:;;:;:;-;:-;-"ir;:;;=-t,.;-;:;:;;:;-i DWN BY: PROJECT NO. DRAWING NO --=-------~,---=,::-=---::=~ .......... __:::""-c'°c-:::-=A. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: OT99- 03 397 -2r ROBERT J. WOJCIK ROE - 33968 ~TE ENGIN:ERCF\\l'.JRK REVISION DESCRIPTION OIHERAPPFl'.JVAL arv Pl'PRJVAL RVWD BY: - •.' DISTRICT ENGINEER , xxxxxxxxxx
- • ..,. ooAn • l~IP
I
0 :ii
,
i
030603
.---------------------------------------------------------------------------------------------------------------------------------------..., 8 I
I
I
I
I
I
I
I
I
I
I
I
LAND CONCERN
175'0 ■, D ■■ a ■ AV ■ NU ■
SAN'l'A ANA, CAl.UOP.NIA 9170§'.
t
I\)
- ,I,,.
,I,,.
t
I
T
:
NOTE#
Ql
NOTES
A
B
C
D
E
F
PLAN: POINSETTIA LANE
GRAPHIC SCALE 1 "=4CY
PAVING LEGEND
AREA MATERIAL SlYLE/ FINISH MANUF. NAME/# COLOR NOTES
MEDIAN 4" THICK INTEGRAL
c.l!l:'.I.IC- INSTALL PER MANUFACTURER'S AND ST AMPED COLOR RIVERSTONE N/A ISLAND CONCRETE PAVING SOILS ENGINEER'S RECOMMENDATIONS
EL CAMINO REAL
CONCRETE TO BE FORMED'PER CIVIL ENGINEER'S PLAN. ANY INCONSISTENCIES BETWEEN SITE CONDITIONS AND PLAN INFORMATION
SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CIVIL ENGINEER
ALL CONCRETE COLOR AND FINISHES TO BE CONSISTENT AND NOT MOTTLED ZIP STRIPS AND QUICK SCORES WILL NOT BE ACCEPTED.
B
ANY CHANGES TO THE HARDSCAPE DESIGN WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT SHALL BE RETURNED TO THE ORIGINAL DESIGN WITHOUT ANY ADDED EXPENSE TO THE DEVELOPER OR THE LANDSCAPE ARCHITECT.
ALLSAWCUT SCa=tELINES TO BE 1/4" WIDE AND 1f.!" DEEP; TO BE STRAIGHT AND PRECISE.
PRIOR TO INSTALLATION, A 10' X 10' SQUARE SAMPLE SHALL BE POURED AT THE JOB SITE. THIS SAMPLE SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION OF THE MEDIAN C(')NCRETE.
FOR HARDSCAPE ONLY.
NO PLANTING OR IRRIGATION
IMPROVEMENTS ON THIS SHEET.
POINSETTIA LANE
KEY MAP
LANDSCAPE ARCHITECT
BASEc TREE AND G.C. PLAN 'ANDREW C.N. BOWDEN A.LA. 1801 DATE NO.
OWNBY:
=R-=o-=eE"'Ra=,T=-J7 _...,.w,.,,o=-J"'c""'1K.,-;:R"'C,:E---=3'='39=-=sc=e-~..,,_=ATE DATE INITIAL
DISTRICT ENGINEER -OFWORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL CHKDBY:
OIHERAPPROVAL QTY /IPPROVAL RVWD BY:
PROJECT NO.
CT99 - 03
DRAWING NO.
397-21
a:
0 :E
' ti)
di w a:
(!:J
§
~
!;;;
w
~
<
I= ti)
~~
on.
D,. I-
i:-: ffi z::::!!
WW
~>
g~ wn.
>::::!! woW
3;~
~~
VWD 02-002 a:O
L.-----------------------------------------------------------------------------------------'~~ 030603
•
LAND CONCERN
LANDSCAll'R A11.cHITICl'tlll ■
17S'O II, D ■ aa ■ AVIINU ■
IANTA A.NA, CAt.Jll09.NJ4 !J270j
C949) :iso-41::u
I
I
I
I
I
I
I
I
f
I
I
I
I
t
-w
1'° .
J
•
I
t
i
-
..,-t---- - -LIMIT --
PLAN: POINSETTIA LANE
40 20 0 40
GRAPHIC SCALE 1"=40'
NOTE#
[:!I
NOTES
A
B
C
D
E
F
120
PAVING LEGEND ,.
AREA MATERIAL STYLE/ FINISH MANUF. NAME/I COLOR NOTES
MEDIAN 4" THICK INTEGRAL RIVERSTONE ,.___, INSTAU PER MANUFACTURER'S AND ST AMPED COLOR NIA Ul,A12,-ISLAND CONCRETE PAVING SOILS ENGINEER'S RECOMMENDATIONS POINSETTIA LANE
EL CAMINO REAL
CONCRETE TO BE FORMED PER CIVIL ENGINEER'S PLAN. ANY INCONSISTENCIES BETWEEN SITE CONDITIONS AND PLAN INFORMATION SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CIVIL ENGINEER.
AU CONCRETE COLOR AND FINISHES TO BE CONSISTENT AND NOT MOTTLED ZIP STRIPS AND QUICK SCORES WIU NOT BE ACCEPTED.
a
ANY CHANGES TO THE HARDSCAPE DESIGN WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT SHAU BE RETURNED
TO THE ORIGINAL DESIGN WITHOUT ANY ADDED EXPENSE TO THE DEVELOPER OR THE LANDSCAPE ARCHITECT AU SAWCUT SCORELINE$ TO BE 114' WIDE AND 112' DEEP; TO BE STRAIGHT AND PRECISE.
PRIOR TO INSTALLATION, A 10' X 10' SQUARE SAMPLE SHALL BE POURED AT THE JOB SITE. THIS SAMPLE SHALL BE APPROVED BY TI-IE CITY PRIOR TO INSTALLATION OF THE MEDIAN CONCRETE.
KEY MAP
.,,_;::'.-r-..... ✓~ ...... ·
•
...._IJTII ITV n 1 :T 4DPROVAI Q
.............
'
FOR HARDSCAPE ONL V.
NO PLANTING OR IRRIGATION
IMPROVEMENTS ON THIS SHEET.
,
BASEc SHRUB. PLAN
LANDSCAPE ARCHITECT
ANDREW C.N. BOWDEN
[siiffi"] CITY OF CARLSBAD fTtiErnl
1----t-----t--------------+---+--1---+---l ~ ENGINEERING DEPARTMENT ~ 1---.-+---+---------------+--+---+--+----1 :=l:::::M::;:P::;:R::;:O~V:;E:::::M:;E:::::N::;:T::;:P::;:LA::;:::::N::;:S:::F;::::O::;:R;:::=====~==~
POINSETTIA LANE
AT LA COSTA GREENS
STA. 09+50.00 TO15+00.00
xxxxxxxxxx I~ DATE I APPROVED:dY I
=' ~~ "' ·· c1Tv ENG1NdR 7f.W. 'fxP. 9 olli "AC' -- UIIIN"-· ~J:'USIB1.C:'t==1==r==============r=~==r==1==1 -4~:~6~(!!,~~'#u~~~~~-:;;·¥m.._~$~p~;t..:L__ :2/2.,,/,.,f DWN BY PROJECT NO. DRAWING NO.
ROBERT J. WOJCIK ACE_ 33968 _ DATE DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: CTQ9-03 397 _ 2I DISTRICT ENGINEER ENGINEEROFl',O'I< REVISION DESCRIPTION OTI-IERAPPro\/AL CITYAPm:ll/AL AVWD BY: /J..,, VWD 02-002
L--------------------------------------------------------------------------------------__, I
I
g
a:
0 :::E
' en
rii w a:
(!l
~
:5
~
w
~
<
t: en
~~
~a.
"!z 1-w Z:::;;
~~
9~
~~
WW Oa. 3:<
~~
~~
'
030603
-
•
PLANTING LEGEND
ESP.
GAL.
G.C.
HT.
L.A.
LC.
MIN.
M.T.
o.c.
RWD,
S.L.A.
SPEC.
SP.
ESPALIERED
GALLON CONTAINER
GROUND COVER
HEIGHT
LANDSCAPE ARCHITECT
LANDSCAPE CONTRACTOR
MINIMUM
MUL Tl-TRUNKED
ON CENTER
REDWOOD
SELECTED BY L.A.
SPECIMEN
SPREAD
PLANTING KEY
a?s ... > ____ : :::::.:::u
~ : QM.LON 01'1 ltOXIIZI
~---- QUAN11TYCPPLANTMA1WIIM.
LAND CONCERN
LANDSCAJ,a AaCHIT ■ CTUall
l7S'tl ■, IHl ■ a ■ AVIIINVII
llANTA ANA, ~Al.UO».NIA 92-']05'.
(949) 2so~4h2
ROOT & WATER BARRIER NOTE
A 24" LINEAR ROOT BARRIER (DEEP ROOT MODEL #UB 24-2 OR EQUAL) SHALL BE USED ADJACENT TO D.G. AND A.C. PAVING WHERE TREES ARE PLANTED WITHIN 5' OF NEAREST CONC. OR A.C. EXTEND ROOT BARRIER MATERIAL 10' MIN.
BEYOND TREE PLANTING IN BOTH DIRECTIONS.
A 24" LINEAR WATER BARRIER (DEEP ROOT MODEL# WB 24 OR EQUAL) SHALL BE INSTALLED ADJACENT TO ALL CONC. AND A.C. CURBS. WATER BARRIER JOINTS SHALL OVERLAP 6" MIN. AND BE SEALED USING DOUBLE ROW OF MANUFACTURER'S SEALANT TAPE. SEAL BARRIER TOP TO ADJACENT PAVING WITH A BEAD OF SILICONE SEALANT.
HA
2-24"
PLAN: POINSETTIA LANE
40 20 0 40 80 120
GRAPHIC SCALE 1 '=40
NOTE#
OJ
NOTES
A
B
C
D
E
F
PAVING LEGEND
AREA MATERIAL STYLE/ FINISH MANUF. NAME/I COLOR NOTES
MEDIAN 4" THICK INTEGRAL INSTALL PER MANUFACTURER'S AND STAMPED COLOR RIVERSTONE ,.~, NI A ai:u,a. ISLAND CONCRETE PAVING . SOILS ENGINEER'S RECOMMENDATIONS
POINSETTIA LANE
EL CAMINO .REAL
CONCRETE TO BE FORMED PER CIVIL ENGINEER'S PLAN. ANY INCONSISTENCIES BETWEEN SITE CONDITIONS AND PLAN INFORMATION SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CIVIL ENGINEER.
ALL CONCRETE COLOR AND FINISHES TO BE CONSISTENT AND NOT MOTTLED ZIP STRIPS AND QUICK SCORES WILL NOT BE ACCEPTED.
ANY CHANGES TO THE HARDSCAPE DESIGN WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT SHALL BE RETURNED TO THE ORIGINAL DESIGN WITHOUT ANY ADDED EXPENSE TO THE DEVELOPER OR THE LANDSCAPE ARCHITECT.
ALL SAWCUT SCORELINES TO BE 114'' WIDE AND 112' DEEP: TO BE STRAIGHT AND PRECISE.
PRIOR TO INSTALLATION, A 10' X 10' SQUARE SAMPLE SHALL BE POURED AT THE JOB SITE. THIS SAMPLE SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION OF THE MEDIAN CONCRETE. .
POINSETTIA LANE
HA
3-24"
•
a
KEY MAP
BARK MUCLH NOTE
ALL PLANTING AREAS TO RECEIVE 2" OF
SHREDDED BARK MULCH. SAMPLE TO BE
APPROVED BY LANDSCAPE ARCHITECT.
GENERAL NOTE
ALL LOCATIONS OF MEDIAN PLANTING AREAS
AND MEDIAN DRAINS PER CIVIL ENGINEER'S
PLANS.
TREE LEGEND
SYMBOL ABBREV. BOTANICAL NAME COMMON NAME COMMENTS QTY. SIZE 0 .
HA HETEROMELES ARBUTIFOUJ TOYON - e 24" BOX
*
,
-
PR PLATANUS RACEMOSA CALIFORNIA SYCAMORE - 24" BOX
-0 -RI- RI IU8 IP~:Y:E8RIFSLl,t, LEMOP•ADE BERRY 9 !"1'' Bel< .
$AMl9l.lCU~ Ml!)(..IC..~ Mt,)(! C,,,.N lei' IS G,1,1.,.
GENERAL PLANTING NOTES TREE TAG NOTE
1. ALL BOXED TREES WILL BE SELECTED BY THE LANDSCAPE ARCHITECT. ALL TREES ARE TO BE SELECTED AND SPOTTED BY THE LANDSCAPE ARCHITECT.
CONTRACTOR TO BID SIZES AS INDICATED ON
PRICES PER BERGEN NURSERIES.
CONTACT LANDSCAPE ARCHITECT FOR NAME OF WHOLESALE
NURSERY.
2. ALL SHAU! BED AREAS ARE TO RECEIVE 3' MIN. DEPTH OF
SHREDDED FIR BARK IN ADDITION TO TiiE GROUND COVER
SPEctFIED, IF ANY.
3. 1HE PLACEMENT !SPOTTING} OF ALL PLANT MATERIAL TO BE REVIEWED IN TI-II: FIELD Wll'ti THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. ANY TREE OR SHRUB TiiAT 18 PLANTED
wtTiiOUT PRIOR REVIEW MAY BE SUBJECT TO TRANSPLANT IF IT IS DEEMED TO BE IN THE WRONG POSITION.
4. 1HE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR THE
CORRECT HEIGHT OF TiiE PLANT MATERIAL ABOVE GRADE.
6. ADJUSTMENTS TO TREE LOCATIONS ARE TO BE MADE IF THERE IS A CONFLICT WITI-f SUBSURFACE DRAIN LINES OR STORM DRAINS.
CONTACT DEAN WENDT (714) 528-0718
LANDSCAPE ARCHITECT
BASEd TREE AND G.C. PLAN ANDREW C.N. BOWDEN
["siiEETl CITY OF CARLSBAD ~
1----+----+--------------+------+---1--+---1 ~ ENGINEERING DEPARTMENT L..2.!_j ::=:::::::...::::::=======:::::::.-====: IMPROVEMENT PLANS FOR:
~\; ►UH ... ,"
ae.4(~
LTII ITV nl(ITRIC':T ·---nv••"
~ xxxxxxxxxx
POINSETTIA LANE
AT LA COSTA GREENS
STA. 15+00.00 T021 +50.00
~
APPROVEDQY ~ • I 4, I" ,~<.?L. ~.Jq ~- f'oA iiii1 }.3../,,,t l-:----.,-------------i~"',14~
0 :u...•ciu:R,.,_411.L.nw....t..11JC!li!N' 1r."'1.[IP:.,u.""II A,~T'EE'B.JRDllll.S<liI.B'TRlC]t===t=:j==============t==t==:;t===t=j ~Y ENGINE'i?R A.EE · EXP."D/2::TE IC-1:oVl~W~l::7 ~y, "-..
1:3 C 1 11 /z.1/os 1-=D""'AT==E,-+,l'"N1""T1""AL-+---------------+-=o""'AT==Ec-+l~N1=T1'""ALc+-~DA=TE=-+~1N"'"1T"'"1A'7""1L g~:0 8;y I PROJECT NO. I DRAWING NO.
• "ICU 1 • ROBERT J. WOJCIK ACE· 33968 "'DATE REVISION DESCRIPTION RVWD BY , ,_ __ c_T9_9_-_oa __ __,c__39_7_·_2I~ If.IS :T"OJC, 12d."Tt!" DISTRICT ENGINEER Emll'EEROFl'IOR( OTHERAPl'RJI/AL OTYAPPR'.l\lAL • · VWD 02-002
, I
--------------.--------------------------------------------------------------------------------------------....;-----, ... ~
LAND CONCBRN
LANDICAP ■ Aa.CHJT ■ C'ItJ •• ■
l?SO ■, D ■ t'lal! AVBNt1•
IIANTA ANA, CAtJIIO&Nlil• p2705
SHRUB SET-BACK NOTE
SHRUB PLANTINGS ADJACENT TO AU. PAVING SHALL
BE PLANTED WITH THE CENTER OF THE SHRUB SET
BACK FROM THE EDGE OF PAVING A DISTANCE OF
THE O.C. SPACING CALLED OUT IN THE LEGEND FOR
THAT SHRUB.
GENERAL NOTE
ALL LOCATIONS OF MEDIAN PLANTING AREAS
AND MEDIAN DRAINS PER CIVIL ENGINEER'S
PLANS.
PLAN: POINSETTIA LANE
GRAPHIC SCALE 1"=40'
PLANTING LEGEND
ESP.
GAL.
G.C.
HT.
L.A.
L.C.
MIN.
M.T.
o.c.
RWD.
S.L.A.
SPEC.
SP.
ESPALIERED
GALLON CONTAINER
GROUND COVER
HEIGHT
LANDSCAPE ARCHITECT
LANDSCAPE CONTRACTOR
MINIMUM
MUL Tl-TRUNKED
ON CENTER
REDWOOD
SELECTED BY L.A.
SPECIMEN
SPREAD
PLANTING KEY
GENERAL PLANTING NOTES
1. ALL BOXED TREES WILL BE SELECTED BY THE LANDSCAPE ARCHITECT.
CONTACT LANDSCAPE ARCHITECT FOR NAME OF WHOLESALE
NURSERY.
2. ALL SHRUB BED AREAS ARE TO RECEIVE 3" MIN. DEPTH OF
SHREDDED FIR BARK IN ADDITION TO THE GROUND COVER
SPECIFIED, IF ANY.
3. THE PLACEMENT {SPOTTING) OF ALL PLANT MATERIAL TO BE
REVIEWED IN THE FIELD WITH THE LANDSCAPE ARCHITECT
PRIOR TO PLANTING. ANY TREE OR SHRUB THAT IS PLANTED
WITHOUT PRIOR REVIEW MAY BE SUBJECT TO TRANSPLANT IF IT IS DEEMED TO BE IN THE WRONG POSITION.
4. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR THE
CORRECT HEIGHT OF THE PLANT MATERIAL ABOVE GRADE.
5. ADJUSTMENTS TO TREE LOCATIONS ARE TO BE MADE IF THERE IS A CONFLICT WITH SUBSURFACE DRAIN LINES OR STORM DRAINS.
98-1
POINSETTIA LANE
EL CAMINO REAL
KEY MAP
SHRUB LEGEND TREE TAG NOTE
SYMBJABIIR. BOTANICAL NAME
0 AA AOAPANTHUS 'PETER PAN
@AS AACHTOST APHYLOS EOMUN'.>SH
6)00 CEONOTHUS G. 'HORIZONT AUS"
0cs ClSTUS SKANBERGI!
0 DB DIETES BtCOLOR
0 EN ENCEUA FAAINOSA
g HO HEMEAOCALLIS HYSAID-OAANGE
@ HS HEUCHERA SANGUINEA
(D LM LANTANA MONTEVfDENSIS
EB LY LANTANA M. 'SPREADING SUNSI-INE'
® LD LAVANDUL.A DENTATA 'CANOICANS'
~LI LAVANOULA INTERMEDIA
(9 PS PENNISETUM S.1lWAIIF AED
* PT
PHORMIUM Tl!NAX 'BflONZE IIAIY'
• RIB RHAPHIOLEPl8 INOICA 'BALLERINA'
0 RC RHAPHIOLEFIIS INDICA 'Cl.AAA'
Q RV RIBEB VIBUFINIFOLRJM
0 RO ROSMARIN US 0. 'LOCKWOOD DE FOREST'
COMMON NAM<. TRIANGULAR SIZE
DWARF LILY OF THE NILE 2'0,C. 1 QAL.
LITTLE SUR MANZANrrA 4'0,C. SQAL.
PROSTRATE CARMEL CEANOTHUS 8'0.C. 5GAL.
ROCKROSE 5'0.0. 5GAL.
FOATNIGHT LILY 3'0.C. 1 GAL
CESEAT ENCELIA 3'0.C. 6GAL.
ORANGE DAYULY 3'0.C. 1 GAL.
OORALBELLS 2"0.C. 1 GAL.
flURPLE TRAlt.11'«:l LANTANA 4'0.0. 1 GAL
YELLOW TRAILING LANTANA 4'0.C. 1 GAL.
CAN0ICANS' LAVENDER 3'0.C. 1 GAL.
LAVANDIN 3'0.C. 1 GAL.
'DWAAF AED' FOUNTAIN ClllASS 3'0.C. 1 GAL.
r:1NA'4.F BRONZE FLAX 1'0.C. &GAL.
DWARF INDIA HAWTHORNE 3'0.C. 5GAL
INDIA HAWTHORNE '4'0.C. !5 GAL.
CAT ALINA PERFUME l'O.C. SGAL.
'LOOKWOOO OE FOREST' R09EMARV 3'0.C. 1 GAL.
ROBERT J. WOJCIK ACE - 33968
DISTRICT ENGINEER
QTY.
-
9 9
13 -
36 -
98 -
-
-
-
3e
-
-
-
..
4e
BASEd SHRUB PLAN
ALL TREES ARE Te BE SELECTED AND
SPOTTED BY THE LANDSCAPE ARCHITECT.
CONTRACTOR TO BID SIZES AS INDICATED ON
PRICES PER BERGEN NURSERIES.
CONTACT DEAN WENDT (714) 528-0718
.
LANDSCAPE ARCHITECT
ANDREW C.N. BOWDEN
fsiiEEil CITY OF CARLSBAD
1-----1----1--------------+----+----,1------1------; ~ ENGINEERING DEPARTMENT ~----l---1-----------------+---l----+---+---I IMPROVEMENT PLANS FOR:
...-,~,,.....i~~-1-----------------+-,~~f-,,-,:,.,.,+-~~+,-,=77-J OWN BY: DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:
ENGINEERO"WOR< REVISION DESCRIPTION CJIHERAPPROVAL arv APPROVAL RVWD BY:
POINSETTIA LANE
AT LA COSTA GREENS
STA. 15+00.00 TO21 +50.00
PROJECT NO.
CT99 -03
DRAWING NO.
397-2I
i
Cl)
[D
~
Cl
~
::5
~ w
~ <
~en
~~
~~ .. z 1-w
z:::I!
w~ ~o ga:
~~
(lW
3:~
ft~ VWD 02-002 a:Cl
1---------------------------------------------------------------------------------------~~- 030603
LAND CONCERN
L4NDflCAP ■ AacwrTRCTUlt. ■
11so •• D ■■ IHI A.V ■ NU ■
IAN'tA AIU., CALIPOIUofJA i)270S'
(po) 250•48:i.2
PLAN: POINSETTIA LANE
GRAPHIC SCALE 1"=40'
NOTE#
Ill
NOTES
A
B
C
D
E
F
PAVING LEGEND
AREA MATERIAL STYLE/ FINISH MANUF. NAME/# COLOR NOTES
MEDIAN 4' THICK INTEGRAL INSTALL PER MANUFACTURER'S AND ST AMPED COLOR RIVERSTONE ""'- NIA C::.1'!!1:11'2 ISLAND CONCRETE PAVING I
SOILS ENGINEER'S RECOMMENDATIONS
EL CAMINO REAL
CONCRETE TO BE FORMED PER CIVIL ENGINEER'S PLAN. ANY INCONSISTENCIES BETWEEN SITE CONDITIONS AND PLAN INFORMATION SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CIVIL ENGINEER.
ALL CONCRETE OOLOR AND FINISHES TO BE CONSISTENT AND NOT MOTTLED -
ZIP STRIPS AND QUICK SCORES WILL NOT BE ACCEPTED.
ANY CHANGES TO THE HARDSCAPE DESIGN WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT SHALL BE RETURNED TO THE ORIGINAL DESIGN WITHOUT ANY ADDED EXPENSE TO THE DEVELOPER OR THE LANDSCAPE ARCHITECT.
ALL SAWCUT SCOREUNES TO BE 114' WIDE AND 1fZ' DEEP; TO BE STRAIGHT AND PRECISE.
PRIOR TO INSTALLATION, A 10' X 10' SQUARE SAMPLE SHALL BE POURED AT THE JOB SITE. THIS SAMPLE SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION OF THE MEDIAN CONCRETE. -·
-- --
FOR HARDSCAPE ONLY.
NO PLANTING OR IRRIGATION
IMPROVEMENTS ON THIS SHEET.
POINSETTIA LANE
KEY MAP
---
---
•~ e>ULT 11
a,~i,-----
LANDSCAPE ARCHITECT
BASEe TREE AND G.C. PLAN R:LA. 1801
ROBERT J. WOJCIK RCE • 33968
DISTRICT ENGINEER
ANDREW C.N. BOWDEN
["sHEEl'l CITY OF CARLSBAD
l----+---+--------------1-----1----l---1-~ ~ ENGINEERING DEPARTMENT l----+--+---------------+----+---1----+---1
DATE INITIAL
ENGINEEROF\\Cff< REVISION DESCRIPTION
IMPROVEMENT PLANS FOR:
POINSETTIA LANE
AT LA COSTA GREENS
STA. 21 + 50.00 TO 27 + 50.00
DRAWING NO.
397 • 2I
VWD 02-002
' Cl)
iri
M!
Cl
~
:'5
~
w
~ <
~
U)
z 11.1
~~
I-CL
z 1-W z :::.w
CL:::!
9~
~~ WCL
~ :::E
~tu a;W
0~
L----------------------------------------------------------------...11.---------------------------------------------------------':::;;v., 030603 1
c... ~..J
PAVING LEGEND
NOTE# AREA MATERIAL STYLE/ FINISH MANUF. NAME/# OOLOR NOTES MEDIAN 4' THICK INTEGRAL INSTALL PER MANUFACTURER'S AND QJ STAMPED OOLOR RIVERSTONE ........ -- .. NIA C.IUJ~ ~ ISLAND CONCRETE PAVING . SOILS ENGINEER'S RECOMMENDATIONS NOTES
A CONCRETE TO BE FORMED PER CIVIL EN()INEER'S PLAN. ANY INCONSISTENCIES BElWEEN SITE CONDITIONS AND PLAN INFORMATION SHALL BE BROU()HT TO THE IMMEDIATE ATTENTION OF THE CIVIL ENGINEER.
B ALL CONCRETE COLOR AND FINISHES TO BE CONSISTENT AND NOT MOTTLED C ZIP STRIPS AND QUICK SCORES WILL NOT BE ACCEPTED.
D ANY CHANGES TO THE HARDSCAPE DESIGN WITHOUT PRIOR APPROV,6.L FROM LANDSC,6.PE ARCHITECT SHALL BE RETURNED TO THE ORIGINAL DESIGN WITHOUT ANY ADDED EXPENSE TO THE DEVELOPER OR THE LANDSCAPE ARCHITECT.
E ALL SAWCUTSCORELINES TO BE 114" WIDE AND 112' DEEP; TO BE STRAIGHT AND PRECISE.
F PRIOR TO INSTALLATION, A 10' X 10' SQUARE SAMPLE SHALL BE POURED AT THE JOB SITE. THIS SAMPLE SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION OF THE MEDIAN CONCRETE. g --------·----
l Cf) -1=-·····---=---·-·--_ -·--·········· .. - - --.,........... ----- ·-=- -- ------ ------- .. ------------·-·-------- -----·-- .... -_-_--_.-:--··_·· .. ·-__ -_--_-·_-·-~ti \ . ~ - -- P~INSETTIA LANE - -- -- -~- ·• :::_ :::.:_~~------ If! ~- ~~•~'.__.,:•~ ~--•,·-~•....,,.7.;::i!S::..::•••······"' • ~ 0~~;r;c]!L ~ ---- ' ---- -"",~.::"'~ ~ ·,··
------ .A' 0 ,w ·=·"""'"""" ---=~:-==-=-==-=--==-~-=--------- , --~y " Ul ~--.. ----· -- -- --- -- -- -- -- "-=-~ -~,A ~ --.., -'"°"~ ~I-'. U1 . t- - / V,I ,.__ -
... ~~~~,....,,,-- ---- ~ ~ (/) I -.:: .__ ~ llJ .. . .. ~""""~--~ , --- -- ---- ' ... ~ !f
~ r~"' :O,,llJ --. ,_ lli
l"'
EL CAMINO REAL
8 =- "· •~-•c~ ---
-----f8
-----"~
-----·=
----- -- --
• FOR HARDSCAPE ONLY .
NO PLANTING OR IRRIGATION
IMPROVEMENTS ON THIS SHEET.
POINSETTIA LANE
KEY MAP
----
------
-----
LANDSCAPE ARCHITECT
BASEe SHRUB PLAN a .ON, l>,i. - ,/J11-/4 -----------'-f''-,~"f';->= 11 VVYU UY\'\>.
DATE NO. R.L.A. 1801 ,ANDREW C.N. BOWDEN
~ CITY OF CARLSBAD ~
1-----1---t----------------+----t---+----t-----1 ~ ENGINEERING DEPARTMENT L!!_j 1----1---,---------------+---+---+--+-----1 ;::l::M:::::P:::RO:::V~E::M::E:::NT:::::P=LA==NS::::::::FO:::R::::====::::::====:
POINSETTIA LANE
........._ AT LA COSTA GREENS
,,...,"""',..,,,,,..-.........__,....,._ ________ .,.,, STA, 21 + 50.00 TO 27 + 50.00 AhAAhAAAAA U~I~ t-----t---t----------------+---+--+----t-----1~=================~ LAND CONCERN PLAN: POINSETTIA LANE "4RI '"' I.JIINlr.lpA ! APPROVED~-y L I
,TER n 4 & e, ve--'.rz:i:• -..... ....Nt :i,lD.1A+I.Era ~~LO..LSJ
1 1il:IC~~====t====1~=============================t====t====t====t===j CITY ENGIN7! F\iefE. EXP. ITT _ LANDSCA.P ■ A.acHr'f•cTua ■
!?SO ■ , D ■■ a.8 AY ■ NU ■
SANTA AN,t,,, C.a.LUOllNJA p2.1os
h1u) 2-so•',,h2-
40E=20E=OE===3:40====380:::::====l120
GRAPHIC SCALE 1"=40' ............... DATE INITl,6.L DATE INITIAL DATE INITIAL ~~~i;Y: ~ I PROJECT NO. I DR~~~tNO. ~g~i7J/E~glJNCJ~RRCE • 33968 ~TE E!Gt-EEROF\\O'IK REVISION DESCRIPTION f-OTrER--APPRC\l~-111..-+--ar-Y-/>PPFOJ,~-111..--1 RVWD BY: , · . cr99 • 03 .
VWD 02-002
L----------------------------------------------------------------------------------------' '
I
C,
<
~
~
< w
~
<
~
~! z..,. Wz ~w
gai w> >o wa:
Cl 0.
3:::i!
~f
a: ltl aa:
::::1!:lii
TREE TAG NOTE
ALL TREES ARE TO BE SELECTED AND
SPOTTED BY THE LANDSCAPE ARCHITECT.
CONTRACTOR TO BID SIZES AS INDICATED ON
PRICES PER BERGEN NURSERIES.
CONTACT DEAN WENDT(714) 528-0718
GENERAL NOTE
ALL LOCATIONS OF MEDIAN PLANTING AREAS
AND MEDIAN DRAINS PER CIVIL ENGINEER'S
PLANS.
BARK MUCLH NOTE
ALL PLANTING AREAS TO RECEIVE 2" OF
SHREDDED BARK MULCH. SAMPLE TO BE
APPROVED BY LANDSCAPE ARCHITECT.
LAND CONCEl!l.N
L A N P s C A P II A 11 ~,H J T II C T V a ■
17SO 11, D ■■--■ AVIINUII
~AN'l'A &MA, CALJ1'0'-Nl4'. 9170S
(949) 2so•4h2
NOTE#
QJ
NOTES
A
B
C
D
E
F
SYMBOL
0 * 0
PAVING LEGEND
AREA MATERIAL STYLE/ FINISH MANUF. NAME/# COLOR NOTES
MEDIAN 4" THICK INTEGRAL
--· INSTALL PER MANUFACTURER'S AND STAMPED COLOR RIVERSTONE N/A r.eR· ir. ISLAND CONCRETE PAVING . -~ SOILS ENGINEER'S RECOMMENDATIONS CONCRETE TO BE FORMED PER CIVIL ENGINEER'S PLAN. ANY INCONSISTENCIES BETWEEN SITE CONDITIONS AND PLAN INFORMATION SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CIVIL ENGINEER.
ALL CONCRETE COLOR AND FINISHES TO BE CONSISTENT AND NOT MOTTLED ZIP STRIPS AND QUICK SCCRES WILL NOT BE ACCEPTED.
ANY CHANGES TO THE HARDSCAPE DESIGN WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT SHALL BE RETURNED TO THE ORIGINAL DESIGN WITHOUT ANY ADDED EXPENSE TO THE DEVELOPER OR THE LANDSCAPE ARCHITECT.
ALL SAWCUT SCOREUNES TO BE 114" WIDE AND 112" DEEP; TO BE STRAIGHT AND PRECISE. •' PRIOR TO INSTALLATION, A 1 O' X 10' SQUARE SAMPLE SHALL BE POURED AT THE JOB SITE. THIS SAMPLE SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION OF THE MEDIAN CONCRETE.
TREE LEGEND
ABBREV. BOTANICAL NAME COMMON NAME COMMENTS QTY. SIZE
HA HETEROMELES ARBUTIFOLI, TOYON " 7 24''80X
" 4
PR PLATANUS RACEMOSA CALIFORNIA SYCAMORE 24" BOX
" 11 -fl- RI IU9 INTESRIFeLIA
I. •• DERR¥ !4•ee,<
-SM SAMfl,UC.US Hl=Xlc:AI-U. 1-!l!'x!C,6.N t!W>~·. 10:S G,6J... 1-115~. HA 2-1:5' a.41--.
PLAN: POINSETTIA LANE
4 PE =~
20 E=I =~0E, ===:::J'.'PE==~'°~==~yo
GRAPHIC SCALE 1"=40'
GENERAL PLANTING NOTES
1. ALL BOXED TREES WILL BE SELECTED BY THE LANDSCAPE ARCHITECT.
CONTACT LANDSCAPE ARCHITECT FOR NAME OF WHOLESALE
NURSERY.
2. ALL SHRUB BED AREAS ARE TO RECEIVE 3" MIN. DEPTH OF
SHREDDED FIR BARK IN ADDITION TO THE GROUND COVER
SPECIFIED, IF ANY.
3. THE PLACEMENT (SPOTTING) OF ALL PLANT MATERIAL TO BE REVIEWED IN THE FIELD wriH THE LANDSCAPE ARCHITECT
PRIOR TO PLANTING. ANY TREE OR SHRUB THAT IS PLANTED
WITHOLJf PRIOR REVIEW MAY BE SUBJECT TO TRANSPLANT IF IT IS DEEMED TO BE IN THE WRONG POSITION.
4. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR THE
CORRECT HEIGHT OF THE PLANT MATERIAL ABOVE GRADE.
5. ADJUSTMENTS TO TREE LOCATIONS ARE TO BE MADE IF THERE IS A CONFLICT WITH SUBSURFACE DRAIN LINES OR STORM DRAINS.
HA
SM 1· .____,
-R+,-,
2·24"
PR
BASEf
POINSETTIA LANE
EL CAMINO REAL
KEY MAP
ROOT & WATER BARRIER NOTE
· A 24" LINEAR ROOT BARRIER {DEEP ROOT MODEL IUB 24-2 OR EQUAL) SHALL BE USED ADJACENT TO D.G. AND AC. PAVING WHERE TREES ARE PLANTED WITHIN 5' OF NEAREST CONC. OR AC. EXTEND ROOT BARRIER MATERIAL 10' MIN.
BEYOND TREE PLANTING IN BOTH DIRECTIONS.
A 24" LINEAR WATER BARRIER (DEEP ROOT MODEL# WB 24 OR EQUAL) SHALL BE INSTALLED ADJACENT TO ALL CONC. AND A.C. CURBS. WATER BARRIER JOINTS SHALL OVERLAP 6" MIN. AND BE SEALED USING DOUBLE ROW OF MANUFACTURER'S SEALANT TAPE. SEAL BARRIER TOP TO ADJACENT PAVING WITH A BEAD OF SILICONE SEALANT.
PLANTING LEGEND
ESP. ESPALIERED
GAL. GALLON CONTAINER
G.C. GROUND COVER
HT. HEIGHT
L.A. LANDSCAPE ARCHl1ECT
L.C. LANDSCAPE CONTRACTOR
MIN. MIIIIMUM
M.T. MULTI-TRUNKED
O.C. ON CENTER
RWD. REDWOOD
S.L.A. SELECTED flY L.A.
SPEC. SPECIMEN
SP. SPREAD
PLANTING KEY
LANDSCAPE ARCHITECT
TREE AND G.C. PLAN
ANDREW C.N. BOWDEN
f'SHEE1l QTY OF CARLSBAD
f---+---li----------------l---+--1----1-----1 ~ ENGINEERING DEPARTMENT raiiEETsl
~
!STRICT APPROVALS
ROBERT J. WOJCIK RCE - 33968
DISTRICT ENGINEER
IMPROVEMENT PLANS FOR:
POINSETTIA LANE
AT LA COSTA GREENS
STA. 27+50.00 T034+00.00
I
APPROVED: ,1Y _ •
,tl----_-_-_-➔+---_~~~f-_-_-_-_-_-_-_~---_-_-_-_-_~---_-_-_-_-_-_-_-_-_-_-_-_-_-:i_l-_-_-_-_-.,l-1-_-_-_-_-_J..1-_-_-_-_-.,l-1-_-_-_-_J- SR/fNGl~k'P~ :4'1xP.
DATE DATE INITIAL
ENGll'EEROFW'.lfl( REVISION DESCRIPTION
DWN BY: ~--1 PROJECT 0 DATE INITIAL DATE INITIAL CHKD BY: _i_;;:, N • R"WD BY·. CT99 · 03 OTHER~AL arv APPRCVAL • I
DRAWING NO.
397 - 2I
~-------
'
ffi w a:
Cl
<
~
~
~
w
~
<
~
~!
Zf
Wz ~w
gill w> >o wee
Cle.
3:.i!
VWD 02-002 ii '------------------------------------------------------------------------------------_.;;. __________________ __.~~ I I
\030603 \
LAN CONCEllN
LA.NDSC PB AaCHITBCTua•
J75 II, D•aa.B AYlilNtJ8
SAN'l'A KA, <lAt.lSOkl!f?A S):1'70f
PLANTING LEGEND
ESP.
GAL.
G.C. HT.
L.A.
L.C.
MIN.
M.T.
o.c.
RWO.
S.L.A.
SPEC.
SP.
ESPALIERED
GALLON CONTAINER
GROUND COVER
HEIGHT
LANDSCAPE ARCHITECT
LANDSCAPE CONTRACTOR
MINIMUM
MULTI-TRUNKED·
ON CENTER
REDWOOD
SELECTED BY L.A.
SPECIMEN
SPREAD
PLANTING KEY
GENERAL NOTE
GENERAL PLANTING NOTES
1. ALL BOXED TREES WILL BE SELECTED BY 1HE LANDSCAPE ARCHITECT.
CONTACT LANDSCAPE ARCHITECT FOR NAME OF WHOLESALE
NURSERY.
2. ALL SHRUB BED AREAS ARE TO RECEIVE 3' MIN. DEP1H OF
SHREDDED FIR BAFlK IN ADDITION TO THE GROUND COVER
SPECIFIED, IF ANY.
3. 1HE PLACEMENT (SPOTTING) OF ALL PLANT MATERIAL TO BE REVIEWED IN THI: FIELD WllH 1HE LANDSCAPE ARCHITECT
PRIOR TO PLANTING. ANY TREE OR SHRUB 1HAT IS PLANTED
Wl1HOUT PRIOR REVIEW MAY BE SUBJECT TO TRANSPLANT IF IT IS DEEMED TO BE IN 1HE WRONG POSITION.
4. 1HE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR 1HE
CORRECT HEIGHT OF THE PLANT MATERIAL ABOVE GRADE.
5. ADJUSTMENTS TO TREE LOCATIONS ARE TO BE MADE IF 1HERE IS A CONFLICT Wl1H SUBSURFACE DRAIN LINES OR STORM DRAINS.
SHRUB SET-BACK NOTE
ALL LOCATIONS OF MEDIAN PLANTING AREAS
AND MEDIAN DRAINS PER CIVIL ENGINEER'S
PLANS.
SHRUB PLANTINGS ADJACENT TO ALL PAVING SHALL
BE PLANTED WITI-1 THE CENTER OF THE SHRUB SET
BACK FROM THE EDGE OF PAVING A DISTANCE OF
THE O.C. SPACING CALLED OUT IN THE LEGEND FOR
THAT SHRUB.
PLAN: POINSETTIA LANE
40 I
20 I
0 I 4P ri
GRAPHIC SCAI.E 1'=40'
120
I
SYMII/ABIIR.
El AA
e AS
Qca
0cs
0 DB
(2) EN
g HO
<l) HS
CD LM
$ LY
9 LO
~ LI
0 PS
* PT
• RIB
0 RC
Q RV
8 RO
SHRUB LEGEND
IIOTANICAL NAME COMMON NAME
AGAPANTHUS 'PETER PAN' OWAAFLILY OF THE NILE
ARC HT OST APHYLOS EOMUNOSII LITTLE SUR MANZANITA
0EONOTHUS G. 'HORIZONTAUS' PROSTRATE CARMEL CEANOTHUS
CISTUS SKANBERGII ROCKROSE
DIETES BICOLOR FORTNIGHT LILY
ENCELIA FARINOSA DESEAT ENCELIA
HEMEROCALLIS HYIIIUD-ORANGE ORANGE DA YLIL Y
HEUCHERA SANGUINEA CORAL BELLS
LANTANA MONTEVIDENSIS PURPLE TRAUNG LANTANA
LANTANA M. 'SPAEADI~ SUNSHINE" YELLOW TRAILING LANTANA
LAVANDULA DENTATA 'CANDICANS' CANCICANS' LAVl!NDEA
LAVANOULA INTEAMEDIA LAVANDIN
PENNISETUM S. 'DWARF RED' 'DWARF AED' FOUNTAIN GRA88
PHORMIUM TENAX 'BRONZE BABY' DWARF BRONZE FLAX
RHAPHIOl.EPIS INDICA 'BALLERINA' DWARF l~IA HAWTHORNE
AHAPHIOI.EF»l9 INOICA 'CLARA' INDIA HAWTHORNE
RISES VIBUANIFOLIIJM CAT ALINA PERFUME
AOSMAFUNUB 0. 'LOCKWOOO DE FOREST' 'LOCKWOOC OE F<AIEST' ROSEMARY !STRICT APPROVALS
CARLSBAD MUNICIP.
ROBERT J. WOJCIK RCE • 33968
DISTRICT ENGINEER
TIIIANGULAR SIZE QTY,
2'0.C. 1 GAL 108
4'0.C. 5 Gifll, 9
B'O.C, 5GAL. 18
5'0.C. SGAL. 28
3'0.C. 1 GAL .
3'0.C. SGAL. 72
3'0.C. 1 GAL. -
2'0.C. 1 GAL. -
◄'O.C. 1 GAL. -
◄'0.C. 1 GAL. .
:ro.c. 1 GAL. -
3'0.C. 1 GAL. -
3'0.C. 1 GAL 31
6'0.C. 5GAL. -
3'0.C. 5GAL. .
4'0.C. SGAL ~-
fl'O.C, SGAL 13
3'0.C. 1 GAL 92
BASEf
EL CAMINO REAL
B
SHRUB PLAN
POINSETTIA LANE
KEY MAP
"A5 ~UJI..-T"
tk-eA#,,,. --J.. o /,.., /65
~,-~
LANDSCAPE ARCHITECT
a~-i!l~e~,_',_'. /JJ,, _ _::-~_ -_ -_ -_____ (,_,l,..,,~=()3"""' """'.,,...,...,.., ANDREWC.N. BOWDEN R.L.A. 1801 DATE NO.
fBHEETl CITY OF CARLSBAD
,----+----+--------------+-----+----<..-.---+----1 ~ ENGINEERING DEPARTMENT ,-..---t---+-----------------+---,-..---+---+-----1
IMPROVEMENT PLANS FOR:
POINSETTIA LANE
AT LA COSTA GREENS
STA. 27 + 50.00 TO 34 + 00.00
I
APPROdD: y I
+---1--+-------------+---+---+----+---, 14,d.~;&~~~u::,:i;..:..,isi·tin:)!:!'1£.l~-"'---. ~D,-, .. E:, ,---1--+----------------+--->---+---+----1 :=c=1T=Y=E=N=G=1 =E=R==iv.~.c=·=E=·===E=x=P=. =~:::::==m=~· f-,~=-f~~----------------+-,~~1-,,,,,~.,.+-~~+-,=-.-i DWN BY: -=:--:--DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:
EIGNEERCIFw:A< REVISION DESCRIPTION OTI-ERAPPROVAL arYAPPFOVAL c:.Rc.:..VWDc.:..::..B::cYc...: -====' PROJEC"(NO.
CT99· 03
DRAWING NO.
397 -2I
VWD 02-002
1---------------------------------------------------------------------------------------__, , . ti)
il:i
H!
Cl
~ :s
!:c
w
~
<
~
ti)
~ti)
~~
ZtWz ~w
grri w> >o w!f
~~
~tii a::W
~~
\
'
030603
LAND CONCBaN
LA.NDSCAPII AacHJ'tlCTV&I
SAN'l'A ANA, CALI-,OIINIA pa705
(949) :1so•4822
NOTEI
QJ
NOTES
A
B
C
D
E
F
•
PAVING LEGEND
AREA MATERIAL STYLE/ FINISH MANUF. NAME/I COLOR NOTES
MEDIAN 4' THICK INTEGRAL
--~
INSTALL PER MANUFACTURER'S AND ST AMPED COLOR RIVERSTONE NIA GIW~ ISLAND CONCRETE PAVING SOILS ENGINEER'S RECOMMENDATIONS CONCRETE TO BE FORMED PER CIVIL ENGINEER'S PLAN. ANY INCONSISTENCIES BETWEEN SITE CONDITIONS AND PLAN INFORMATION SHALL BE BROUGHT TO THE IMMEDIATE A-rTENTION OF THE CIVIL ENGINEER.
ALL CONCRETE COLOR AND FINISHES TO BE CONSISTENT AND NOT MOTTLED ZIP STRIPS AND QUICK SCORES WILL NOT BE ACCEPTED.
ANY CHANGES TO THE HARDSCAPE DESIGN WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT SHALL BE RETURNED TO THE ORIGINAL DESIGN WITHOUT ANY ADDED EXPENSE TO THE DEVELOPER OR THE LANDSCAPE ARCHITECT.
ALL SAWCUT SCOREUNES TO BE 1/4" WIDE AND 1t.2" DEEP; TO BE STRAIGHT AND PRECISE.
PRIOR TO INSTALLATION, A 1 O' X 10' SQUARE SAMPLE SHALL BE POURED AT THE JOB SITE. THIS SAMPLE SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION OF THE MEDIAN CONCRETE. .
ROOT & WATER BARRIER NOTE
A 24" LINEAR ROOT BARRIER (DEEP ROOT MODEL #IJB 24-2 OR EQUAL) SHALL BE USED ADJACENT TO D.G. AND A.C. PAVING WHERE TREES ARE PLANTED WITHIN 5' OF NEAREST CONC. OR A.C. EXTEND ROOT BARRIER MATERIAL 10' MIN.
BEYOND TREE PLANTING IN BOTH DIRECTIONS.
A 24" LINEAR WATER BARRIER (DEEP ROOT MODEL# WB 24 OR EQUAL) SHALL BE INSTALLED ADJACENT TO ALLCONC. AND A.C. CURBS. WATER BARRIER JOINTS SHALL OVERLAP 6" MIN. AND BE SEALED USING DOUBLE ROW OF MANUFACTURER'S SEALANT TAPE. SEAL BARRIER TOP TO ADJACENT PAVING WITH A BEAD OF SILICONE SEALANT.
PR
2-24"
BARK MUCLH NOTE
ALL PLANTING AREAS TO RECEIVE 2" OF
SHREDDED BARK MULCH. SAMPLE TO BE
APPROVED BY LANDSCAPE ARCHITECT.
PR
1-24"
PR
3-24"
PLAN: POINSETTIA LANE
GRAPHIC SCALE 1"=40'
GENERAL PLANTING NOTES
1. All BOXED TREES Will BE SELECTED BY THE LANDSCAPE ARCHITECT.
CONTACT LANDSCAPE ARCHITECT FOR NAME OF WHOLESALE
NURSERY.
2. All SHRUB BED AREAS ARE TO RECEIVE 3• MIN. DEPTH OF
SHREDDED FIR BARK IN ADDITION TO THE GROUND COVER
SPECIFIED, IF ANY.
3. THE PLACEMENT (SPOTTING) OF ALL PLANT MATERIAL TO BE REVIEWED IN THE FIELD wrrH THE LANDSCAPE ARCHITECT
PRIOR TO PLANTING. ANY TREE OR SHRUB THAT IS PLANTED
WITHOVT PRIOR REVIEW MAY BE SUBJECT TO TRANSPLANT IF IT IS DEEMED TO BE IN THE WRONG POSITION.
4. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR THE
CORRECT HEIGHT OF THE PLANT MATERIAL ABOVE GRADE.
5. ADJUSTMENTS TO TREE LOCATIONS ARE TO BE MADE IF THERE IS A CONFLICT WITH SUlSURFACE DRAIN LINES OR STORM DRAINS.
TREE TAG NOTE
ALL TREES ARE TO BE SELEClED AND
SPOTTED BY THE LANDSCAPE ARCHITECT.
CONTRACTOR TO BID SIZES AS INDIC.A TED ON
PRICES PER BERGEN NUR3ERIES.
CONTACT DEAN WENDT(714) 528-0716
GENERAL NOTE
ALL LOCATIONS OF MEDIAN PLANTING AREAS
AND MEDIAN DRAINS PER CIVIL ENGINEER'S
PLANS.
PR
2-24"
SYMBOL
0 * 0
BASEg
POINSETTIA LANE
EL CAMINO REAL
KEY MAP
TREE LEGEND
ABBREV. BOTANCAL NAME COMMON NAME COMMENTS QTY. SIZE
HA HETEROMELES ARBUTIFOU1 TOYON - - 24" BOX
-
PR PLATANUS RACEMOSA CALIFORNIA SYCAMORE 8 24" BOX
.
-Rt- RI 11:19 l~l=FE9RIF8l:l,t, 1::E:Me~•,trBE BEAR¥ - f"' ee~ .SH SAoH~ Hl:JCJG&rt-1,A. M~ 5 c:;,.o.L,.
PLANTING LEGEND
ESP. ESPALIERED
GAL. GALLON CONTAINER
G.C. GROUND COVER
HT. HEIGHT
L.A. LANDSCAPE ARCHITECT
L.C. LANDSCAPE CONTRACTOR
MIN. MINIMUM
M.T. MULTI-TRUNKED
O.C, ON CENTER
RWD. REDWOOD
S.L.A. SELECTED BY L.A.
SPEC. SPECIMEN
SP. SPREAD
PLANTING KEY
LANDSCAPE ARCHITECT
TREE AND G.C. PLAN ANDREW C.N. BOWDEN R.LA. 1801 DATE NO.
I SH58EET I CITY OF CARLSBAD
1---+---1---------------1---l---i---l-----l ENGINEERING DEPARTMENT fSHrnil
~ l---+---1---------------1---l---1----l-----1
IMPROVEMENT PLANS FOR:
POINSETTIA LANE
AT LA COSTA GREENS
STA. 34 + 00.00 TO 40 + 00.00
l-:c=::-+-=1---------------1---l----li---l-----1 OWN BY: ---1 "'R""OB;,;;E"'R""T~J.-. "w""o""Jc~l'7K'R"'C""E~--,,3""39~e"'"s_..:!ll,_,_"'"A.,...TE DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:
DISTRICT ENGINEER EI\GINEERC:1'\\\'.JRK REVISION DESCRIPTION crrHERAPPROVAL CITY.APPROVAL RVWD BY:
PROJECT NO.
CT99-03 I
DRAWING NO.
. 397-21
VWD 02-002
' U)
~
C,
<
~
:5
!c: w
~
<
Iii
U)
z
~~ 1-a.
ffi1-::;;Z
a.~ gw w> >o wa: oa.
s:::;;
~tii a:W oa:
L-------------------------------------------------------------------------------------------------------------------------------------1::;;~ . I
I
030603 I _J
LAND CONCERN
LANDSC ... PII Aa.cHJTIICTtra ■
17$0 II, Dll ■ llll 4v11wu'11
SANTA .ANA, CALIFOllNIA 92-70$'
(po) a5<l-,4,a:n
PLANTING LEGEND
ESP.
GAL.
G.C.
HT.
LA.
LC.
MIN.
M.T.
o.c.
RWD.
S.L.A.
SPEC.
SP.
ESPALIERED
GALLON CONTAINER
GROUND COVER
HEIGHT
LANDSCAPE ARCHITECT
LANDSCAPE CONTRACTOR
MINIMUM
MUL Tl-TRUNKED
ON CENTER
REDWOOD
SELECTED BY L.A.
SPECIMEN
SPREAD
PLANTING KEY
0?s ... ) ___ __..: ::;,::r.:,.::D
~ : Q..._LON OFI BOXIIZI!!
QUAN'nT'f' Ol'llfUNTMAffNAL
GENERAL NOTE
GENERAL PLANTING NOTES
1. ALL BOXED TREES WILL BE SELECTED BY THE LANDSCAPE ARCHITECT.
CONTACT LANDSCAPE ARCHITECT FOR NAME OF WHOLESALE
NURSERY.
2. ALL SHRUB BED AREAS ARE TO RECEIVE 3' MIN. DEPTH OF
SHREDDED FIR BARK IN ADDmON TO THE GROUND COVER
SPECIFIED, IF ANY.
3. THE PLACEMENT (SPOTTING) OF ALL PLANT MATERIAL TO BE REVIEWED IN THE FIELD WilH THE LANDSCAPE ARCHITECT
PRIOR TO PLANTING. ANY TREE OR SHRUB THAT IS PLANTED
WITHOUT PRIOR REVIEW MAY BE SUBJECT TO TRANSPLANT IF IT IS DEEMED TO BE IN THE WRONG POSITION.
4. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR THE
CORRECT HEIGHT OF THE PLANT MATERIAL ABOVE GRADE.
5. ADJUSTMENTS TO TREE LOCATIONS ARE TO BE MADE IF THERE IS A CONFLICT WITil SUBSURFACE DRAIN LINES OR STORM DRAINS.
SHRUB SET-BACK NOTE
ALL LOCATIONS OF MEDIAN PLANTING AREAS
AND MEDIAN DRAINS PER CIVIL ENGINEER'S
PLANS.
SHRUB PLANTINGS ADJACENT TO ALL PAVING SHALL
BE PLANTED WITH THE CENTER OF THE SHRUB SET
BACK FROM THE EDGE OF PAVING A DISTANCE OF
THE O.C. SPACING CALLED OUT IN THE LEGEND FOR
THAT SHRUB.
SYMBJABBR.
G AA
® AS
Ei)ro
0cs
0 DB
0 EN
8 HO
0 HS
(I) L.M
Q:l LY
@ LO
tzlU
(S) PS
* PT
• RIB
0 RC
Q RV
0 RO
'
SHRUB LEGEND
IIOTANICAL NAME COMMONNAMI::
AGAPANTHUS 'PETER PAN' DWARF LILY OF THE NILE
ARCHTOSTAPHVLOS EOMUNOSII LITTLE SUR MANZANITA
CEONOTHUS G. 'HORIZONTAUS' PROSTRATE CARMEL CEAN01'1-1.JR CISTUS SKANBEAGII AOCKAoeE
DIETES BICOLOR FORTNIGHT LILY
ENCEUA FARINOSA DESERT ENCEUA
HEMEROCALLIS HYBRID-ORANGE OFIA.~E DAVLR.. V
HEIJCHERA SANGUINEA CORALBELL.8
LANT ANA MONTEVIDENSIS PURPLE TRAILING l:.ANTANA
LANT ANA. M. 'SPREADING SUNSHINE' YELLOW TRAILING LANTANA
LAVANDULA CJENTATA 'CANOICANS' CANDICANB' LAVENDER
LAVANDULA INTERMEDIA LAVANDIN
PENNISETUM 9. 'DWARF RED' 'DWAAF RED' FOUNTAIN GRASS
PHORMIUM TENAX 'BRONZE BABY' DWARF BFK>NZE FLAX
"HAPHIOLEPIS INDICA 'BALLERINA' DWARF INDIA HAWfHORNE
RHAPHIOLEPIS INOICA 'CLARA' INOIA HAWTHORNE
RIBES VIBUANIFOUUM CATALINA PERFUME
ROSMARINUS 0. 'LOCKWOOD OE FOREST" 'LOCKWOOD OE FOREST' ROSEMARY
POINSETTIA LANE
PLAN: POINSETTIA LANE
40E=::!20E=30====4~0~===BOE===:3120
GRAPHIC SCALE 1"=40"
36-1
ROBERT J. WOJCIK RCE - 33968
DISTRICT ENGINEER
'ffllJAiiiil:D SIZI:: QTY, SPACING POINSETTIA LANE
2'0.C. 1 GAL. .
EL CAMINO REAL
4'0.C. SGAL. .
8'0.C. 5GAL. -
6'0,C. SGAL. -
3"0.C. 1 GAL. 23
3'0.C. 5GAL. -
3'0.C. 1 GAL. 57
2"0.C. 1 GAL. -
4'0.C. 1 BAL. SIi
4'0.C. 1 GAL. 38
3'0.C. 1 GAL. 41
3'0.C. 1 GAL -
3'0.C. 1 GAL - KEY MAP
5'0.C. !GAL. 18
3'0.C, 5GAL. :!8
4'0.C. 5GAL. -
O'O.C. 5GAL. -
3'0.C. 1 GAL 38
'!A-!> 2>1-JIL... •"
Ja~;J:~• e~~~~~;r,~===---
LANDSCAPE ARCHITECT
BASEg SHRUB PLAN
fsHEE1'l CITY OF CARLSBAD
1---+--+---------------+---+~-+---+-~ ~ ENGINEERING DEPARTMENT 1---+--+---------------+---+--+---+-~ IMPROVEMENT PLANS FOR:
[sHErn]
~
DATE INITIAL
ENGlt-EERa=WCff< REVISION DESCRIPTION
POINSETTIA LANE
AT LA COSTA GREENS
STA. 34+00.00 T040+00.00
PROJECT NO.
CT99-03
DRAWING NO
397-2I
VWD 02-002
L------------------------------------------------------------------------------------------'
I I I , I
en
ffi
:l!
Cl
~
:5
~
w
~
<
~ en z
~! z~ Wz :::i:w
ll. ::IE
9~
~1£
Cl ll.
:!: :I:
!f tu a:W oa:
:::; tii
·030603
LAND CONCERN
LANO.CAPIII AacHITacTtr••
17S0 II, 1>111 ■ .. B AYB-Wtl ■
SAWTA ANA, CALIFO&NIA 9:z.1os
(po) 1sa,4au
--
.
----------------------------~~ /
~ ·r·-------., .. ----- ---------:.---·---- _,:~~-- --- ------- + -- -~---- ~-- 0 00 ' · --------------------- -- - -d' It)~ .. - ... ---" --- TT\"'- L"'-NE m----- - -~ ---:'!3 · . ,,,,-- . · \ NSE " " . -.-. . .. ;:;~1ts~· ' · ., < - - • ---~- 4'.. 0 pQ\ _ .... ;;;;;;;;::--,.,;::--':-"".'"7'•.:::··:••:::: .... •::.:·:·:··:·:·:·••:•:.*......-'-" ~~,~- -... .._ m,.....__ . --------·-··-::Mffl~~€~~~t'.:~-7--::::.:::~~l~ ~ Cl>% c:;;..~,,~~·">:• ,,,,;,,,,:;,Al.··,,.,~ · 42
-
-·---
;;,;;,['~....,.-
_.,...,,,,,,,,.""""''O uJ t -'-~_-_---_-"_""""'_-_--_-.,_,-- . ~ 'IA 5 .
l&UIL-T"
-
PLAN: POINSETTIA LANE
GRAPHIC SCALE 1 "=40'
.
-POINSETTIA LANE
- EL CAMINO REAL
-
---
:;,-
e ' I k ' • I a-,- ' h 1
NOTE#
Cl
NOTES
A
B
C
D
E
F
' C 'f g j • di
~
I- ~:,--
I ' .
\(
-
AREA
MEDIAN
ISLAND
b
J
KEY MAP
PAVING LEGEND
MATERIAL STYLE/ RNISH MANUF. COLOR
4" THICK INTEGRAL
STAMPED COLOR RIIIERSTONE NIA
CONCRETE PAVING
NOTES
INSTALL PER MANUFACTIJRER'S AND
SOILS ENGINEER'S RECOMMENDATIONS
CONCRETE TO BE FORMED PER CIVIL ENGINEER'S PLAN. ANY INCONSISTENCIES BETWEEN SITE CONDITIONS AND PLAN INFORMATION SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CIVIL ENGINEER.
ALL CONCRETE COLOR AND RNISHES TO BE CONSISTENT AND NOT MOTTLED ZIP STRIPS AND QUICK SCORES WILL NOT BE ACCEPTED.
ANY CHANGES TO THE HAROSCAPE DESIGN WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT SHALL BE RETURNED TO THE ORIGINAL DESIGN WITHOUT ANY ADDED EXPENSE TO THE DEVELOPER OR THE LANDSCAPE ARCHITECT.
ALL SAWCUT SCORELINES TO BE 114" WIDE AND 112" DEEP; TO BE STRAIGHT AND PRECISE.
PRIOR TO INSTALLATION, A 10' X 10' SQUARE SAMPLE SHALL BE POURED AT THE JOB SITE. THIS SAMPLE SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION OF THE MEDIAN CONCRETE.
FOR HARDSCAPE ONLY. LANDSCAPE ARCHITECT
NO PLANTING OR IRRIGATION
IMPROVEMENTS ON THIS SHEET.
BASEh TREE AND G.C. PLAN
ANDREW C.N. BOWDEN R.LA. 1801
~ QTY OF CARLSBAD ~
f----+---lf-----------------1-----1---1----1--- ~ ENGINEERING DEPARTMENT ~ 1----1---1--------------+---4---l--+--j :::l::::M::::::P:::::RO;:V.;E::::::M;::::E=NT::::::::PL=A:=N;::::S:::F::::::O:::::R=: ====='--'====:; POINSETTIA LANE l~TII ITV n1~TRJCT APPROVALS -..........._ AT~ COSTA GREENS ====-.......___,,,,...,.. _______ -.,= '"======ST::::A:::. =:::4::::0 +::::::00::::::.00==:T::::0:::::4::::6 +::::::00::::::.00::::=====::::; XXXXXXXXXX DATE f---+---J-----------------1----1---1----1-~ r I
APPROVED: l!IY- I
Ul l~lll"'IP
ROBERT J. WOJCIK RCE - 33968
DISTRICT ENGINEER
Li <E , ,d- l4-;Q-i: ~ a k
3...Dl"'S:·IB •
1 1CJ
1 t==t==t==============t=j==t=j==J bify ENG1Nh 7t«. EXP. ~6~P DWN BY: -:--:--- PROJECT NO. DRAWING NO.
DATE INITIAL DATE INITIAL CHKD BY: ~- CT99 -03 397 - 2I OTI-IERAPPROVAL CITY APPROVAL RVWD BY: ~=~------__, '----~
DATE INITIAL
~ATE ENJINEERa'v.a1K REVISION DESCRIPTION
I
VWD 02-002
'
ffi
~
C,
i
:5
~ w
~
<
~
(/)
z
~~
1-D.
Z1-
W15
~~
~~
oD.
;::::ii
Ql-
0:: It!
~IE
'---------------------------------------------------------------------------------------------------------------------------------'~(/) i I
..... ------------------------------------------------------------------------------------------------------------------------------------------,..,
LAND CONCBRN
LANPSCAPB AMcNJTIIC'1'UkW
1750 Ill, DBIIJIUI AVBNUII
SANTA ANA, CA1.ll'OP.NIA 9':t?O',
(949) 2,so-482-a
----
"k.G 11!>1.JIL-T"
a~~
PLAN: POINSETTIA LANE
40E=::20E=OE===340~===80E====l120
GRAPHIC SCALE 1""'40'
POINSETTIA LANE
EL CAMINO REAL
a
KEY MAP
PAVING LEGEND
NOTE# AREA MATERIAL STYLE/ FINISH MANUF. NAME/# COLOR NOTES MEDIAN ,f' THICK INTEGRAL INSTALL PER MANUFACTURER'S AND ~ STAMPED COLOR RIVEASTONE )0ot . N/A c~ ISLAND CONCRETE PAVING SOILS ENGINEER'S RECOMMENDATIONS NOTES
A CONCRETE TO BE FORMED PER CIVIL ENGINEER'S PLAN. ANY INCONSISTENCIES BETWEEN SITE CONDITIONS AND PLAN INFORMATION SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CIVIL ENGINEER.
B ALL CONCRETE COLOR AND FINISHES TO BE CbNSISTENT AND NOT MOTTLED C ZIP STRIPS AND QUICK SCORES WILL NOT BE ACCEPTED.
D ANY CHANl3ES TO THE HARDSCAPE DESIC3N WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT SHALL BE RETURNED TO THE ORIGINAL DESIGN WITHOUT ANY ADDED EXPENSE TO THE DEVELOPER OR THE LANDSCAPE ARCHITECT.
E ALL SAWCUT SCORELINES TO BE 11,t' WIDE AND 112" DEEP; TO BE STRAIGHT AND PRECISE.
F PRIOR TO INSTALLATION, A 10' X 10' SQUARE SAMPLE SHALL BE POURED AT THE JOB SITE. THIS SAMPLE SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION OF THE MEDIAN CONCRETE.
FOR HARDSCAPE ONLY. LANDSCAPE ARCHITECT
NO PLANTING OR IRRIGATION
IMPROVEMENTS ON THIS SHEET.
BASEh SHRUB PLAN
ANDREW C.N. BOWDEN A.LA. 1801 DATE
fstiEETj arv OF CARLSBAD
1----+--+---------------+---+--+---+-----1 ~ ENGINEERING DEPARTMENT 1----+--+---------------+---+--+---+-----l
IMPROVEMENT PLANS FOR:
POINSETTIA LANE
AT LA COSTA GREENS
NO.
VWD 02-002
L--------------------------------------------------------------------------------------------------------------------- I I
~
0 ::E
' en
in w a:
(!J
~
:'.5
< w
~
<
I= w
UJ
~! 1--a.
z 1-
W z
~w
0 :I: ...Jw w> >a wa: oa.
~ :I
~tu a:W
g~
030603 ~-
I
TREE TAG NOTE GENERAL PLANTING NOTES
ALL TREES ARE TO BE SELECTED AND
SPOTTED BY THE LANDSCAPE ARCHITECT.
CONTRACTOR TO BID SIZES AS INDICATED ON
PRICES PER BERGEN NURSERIES.
1. ALL BOXED TREES WILL BE SELECTED BY THE LANDSCAPE ARCHITECT.
CONTACT DEAN WENDT (714) 528-0716
CONTACT LANDSCAPE ARCHITECT FOR NAME OF WHOLESALE
NURSERY.
2. ALL SHRUB BED AREAS ARE TO RECEIVE 3" MIN. DEPTH OF
SHREDDED FIR BARK IN ADDITION TO THE GROUND COVER
SPECIFIED, IF ANY.
3. THE PLACEMENT (SPOTTING!) OF' ALL PL.ANT MATERIAL TO BE REVIEWED IN THI: FIELD WITH THE LANDSCAPE ARCHITECT
PRIOR TO PLANTING. ANY TREE OR SHRUB THAT IS PLANTED GENERAL NOTE i~1iiiTroR~i~rf~~~~~JGB~c5'~~l'i5~T TO TRANSPLANT IF IT IS
4. THE LANDSCAPE.CONTRACTOR IS RESPONSIBLE FOR THE
CORRECT HEIGHT OF THE PLANT MATERIAL ABOVE GRADE. 1
ALL LOCATIONS OF MEDIAN Pl.ANTING AREAS
AND MEDIAN DRAINS PER CIVIL ENGINEER'S
PLANS. 5. ADJUSTMENTS TO TREi;: LOCATIONS ARE TO BE MADE IF THERE 1$ A CONFLICT WITH SUBSURFACE DRAIN LINES OR STORM DRAINS.
BARK MULCH NOTE
ALL PLANTING AREAS TO RECEIVE 2" OF
SHREDDED BARK MULCH. SAMPLE TO BE
APPROVED BY LANDSCAPE ARCHITECT.
-
TREE LEGEND
SYMBOL ABBREV. BOTANICAL NAME COMMON NAME COMMENTS
LAND CONCERN
LANDSCAPE ARCHITECTURE
I750 E. DEE.RB A VENUE
SANTA ANA, CALIFORNIA 9~705
(949) 2,50-482,2,
0 HA HETEROMELES ARBUTIFOLI TOYON
~
PR PLATANUS RACEMOSA CALIFORNIA SYCAMORE
0 -R!- Al ll:19 llfl"EOAIFOLlilt LEMOUil<BE Ben">{ SH ~c.1.9~ t,,lt.i(IC,d.Ht;.
ROOT & WATER BARRIER NOTE
A 24" LINEAR ROOT BARRIER (DEEP ROOT MODEL #UB 24-2 OR EQUAL) SHALL BE USED ADJACENT TO D.G. AND A.G. PAVING WHERE TREES ARE PLANTED WITHIN 5' OF NEAREST CONC. OR A.G. EXTEND ROOT BARRIER MATERIAL 10' MIN.
BEYOND TREE PLANTING IN BOTH DIRECTIONS.
A 24" LINEAR WATER BARRIER (DEEP ROOT MODEL# WB 24 OR EQUAL) SHALL BE INSTALLED ADJACENT TO ALL CONG. AND A.G. CURBS. WATER BARRIER JOINTS SHALL OVERLAP 6" MIN. AND BE SEALED USING DOUBLE ROW OF MANUFACTURER'S SEALANT TAPE. SEAL BARRIER TOP TO ADJACENT PAVING WITH A BEAD OF SILICONE SEALANT.
PLAN: POINSETTIA LANE
40 20 0 40 80
GRAPHIC SCALE 1 '=40'
' '
120
QTY.
8 NOTE#
l:rl
NOTES
A
B
C
D
E
F
SIZE
24" BOX
24" BOX
!it" BOK
15'~.
PAVING LEGEND
AREA MATERIAL STYLE/ FINISH MANUF. NAME/# COLOR NOTES
MEDIAN 4" THICK INTEGRAL • INSTALL PER MANUFACTURER'S AND STAMPED COLOR RIVERSTONE 1- _. . .
N/A ~ ISLAND CONCRETE PAVING . ,-, SOILS ENGINEER'S RECOMMENDATIONS POINSETTIA LANE
EL CAMINO REAL
CONCRETE TO BE FORMED PEA CIVIL ENGINEER'.$ PLAN. ANY INCONSISTENCIES BETWEEN SITE CONDITIONS AND PLAN 1 1NFORMATION
SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CIVIL ENGINEER.
ALL CONCRETE COLOR AND FINISHES TO BE CONSISTENT AND NOT MOTTLED ZIP STRIPS AND QUICK SCORES WILL NOT BE ACCEPTED. a
ANY CHANGESTO THE HARDSCAPE DESIGN WITHOUT PRIOA APPROVAL FROM LANDSCAPE ARCHITECT SHALL BE RETURNED TO THE ORIGINAL DESIGN WITHOUT ANY ADDED EXPENSE TO THE DEVELOPER OR THE LANDSCAPE ARCHITECT.
All SAWCUT SCORELINES TO BE 1/4" WIDE AND 112" DEEP; TO BE STRAIGHT AND PRECISE.
PRIOR TO INSTALLATION, A 10' X 10' SQUARE SAMPLE SHALL SE POURED AT THE JOB SITE. THIS SAMPLE SHALL BE APPAOVED BY THE CITY PRIOR TO INSTALLATION OF THE MEDIAN CONCRETE.
KEY MAP
PLANTING LEGEND
ESP. ESPALIERED
GAL. GALLON CONTAINER
G.C. GROUND COVER
HT. HEIGHT
L.A. LANDSCAPE ARCHITECT
L.C. LANDSCAPE CONTRACTOR
MIN. MINIMUM
M.T. MULTI-TRUNKED
O.C. ON CENTER
RWD. REDWOOD
S.L.A. SELECTED BY L.A.
SPEC. SPECIMEN
SP. SPREAD
PLANTING KEY
POINSETT/A
PR
1-24" PR
3-24"
'!,4.S 1:?>UIL-"f"N
LANDSCAPE ARCHITECT
BASEi TREE AND G.C. PLAN ANDREW C.N. BOWDEN
ROBE T J. WOJCIK RCE - 33968
DISTRICT ENGINEER
DATE IN TIAL
ENGINEER OF WORK
[1Rffi'sl
L2!...J
Gi<.Ne:s:> OIJ :a-1:1--03 IMPROVEMENT PLANS FOR:
REVISION DESCRIPTION
. POINSETTIA LANE
AT LA COSTA GREENS
STA. 46 + 00.00 TO 52 + 00.00
I DRAWING NO.
397 - 2I
PRELIMINARY
NOT FOR CONSTRUCTION VWD 02-002
' (/)
z w w a:
(!:)
~
8 (.)
~
~ w z
~
<
~ 0 ~~ it ~ " :'.S ~ I- c.. N ~ fE !z s. ::;; w ~ c..:; -.J \&'; gw ~~
~ -...J
I
Cl C.. N
;.: ::::. ,-o'I
jf tii a:W oa: ::::. ti;
--------------------------------------------------------------------------------------------------------------------------------------------------,1
LAND CONCERN
LANDSCAPE ARCHITBCTORE
1750 T;l. [)TIF.RR AVENUE
SANTA ANA, CALIFORNIA 92,705
(9,rn) 250,482.2
SYMllJAl!BR.
0 AA
e AS
Qco
©cs
0 DB
0 EN
9 HO
• HS
(]) LM
(I) LY
9 LO
e, LI
~ PS
* PT
0 RIB
0 RC
0 RV
8 RO
SHRUB SET-BACK NOTE
SHRUB PLANTINGS ADJACENT TO ALL PAVING SHALL
BE PLANTED WITH THE CENTER OF THE SHRUB SET
BACK FROM THE EDGE OF PAVING A DISTANCE OF
THE O.C. SPACING CALLED OUT IN THE LEGEND FOR
THAT SHRUB.
GENERAL NOTE
ALL LOCATIONS OF MEDIAN PLANTING AREAS
AND MEDIAN DRAINS PER CIVIL ENGINEER'S
PLANS.
PLANTING LEGEND
ESP.
GAL.
G.C.
HT.
L.A.
L.C.
MIN.
M.T.
o.c.
RWD.
S.L.A,
SPEC.
SP.
ESPALIERED
GALLON CONTAINER
GROUND COVER
HEIGHT
LANDSCAPE ARCHITECT
LANDSCAPE CONTRACTOR
MINIMUM
MULTI-TRUNKED
ON CENTER
REDWOOD
SELECTED BY L.A.
SPECIMEN
SPREAD
PLANTING KEY
-- ... --
SHRUB LEGEND .
BOTANICAL NAME COMMON NAME TRIANGULAR SIZE QTY.
AGAPANTHUS 'PETER PAN' DWARF LILY OF THE NILE 2'0.C. 1 GAL. .
ARCHTOSTAPHYLOS EDMUNDSII LITTLE SUR MANZANITA . 4'0.C. 5GAL - CEONOTHUS G, 'HORIZONTALIS' PROSTRATE CARMEL OEANOTHUS B'O.C. 6GAL - • CISTUS SKAN!ERGII ROCKROSE 5'0.C. !5 GAL. -
DIETES BIOOLOR FORTNIGHT LILY 3'0,C. 1 GAL, -
ENCELIA FARINOSA DESERT ENCELIA 3'0.C. 5GAL. -
HEMEROCALLIS HYBRID-ORANGE ORANGE DA.YLILY 3'0.C, 1 GAL .
HEUCHERA SANGUINEA CORAL BELLS 2'0.C. 1 GAL .
LI\NT ANA MONTEVIDENSIS PURPLE TRAILING LANTANA 4'0.C, 1 GAL .
LA.NT ANA M. 'SPREADING SUNSH!NE' YELLOW TRAILING LANT ANA 4'0.C. 1 GAL •• LAVANDULA DENT AT A 'CANOICANS' CANOICANS' LAVENDER 3'0.C, 1 GAL 41 LAVANOULA INTERMEOIA LAVANOIN 3'0.C. 1 OAL .
PENNISETUM S, 'DWARF RED' 'DWARF RED' FOUNTAIN GRASS 3'0.C, 1 GAL .
PHORMIUM TENAX 'BRONZE BABY DWARF BRONZE FLAX 5'0.C, 5GAL. ,.
RHAPHIOLEPIS INDICA 'BALLERINA' DWARF INDIA HAWTHORNE 3'0,C, 5GAL 26 RHAPHIOLEPIS INDICA 'CLARA' INDIA HAWTHORNE 4'0.C. 5GAL .
RIBES VIBURNIFOLIUM CATALINA PERFUME e'O.C. 50AL .
ROSMARINUS 0. 'LOCKWOOD DE FOREST' 'LOCKWOOD DE FOREST' ROSEMARY 3'0,C, 1 GAL .
PLAN: POINSETTIA LANE
40 20 0 40 80 120
GRAPHIC SCALE 1 "=40'
GENERAL PLANTING NOTES
1. ALL BOXED TREES WILL BE SELECTED BY THE LANDSCAPE ARCHITECT.
CONTACT LANDSCAPE ARCHITECT FOR NAME OF WHOLESALE
NURSERY.
2, ALL SHRUB BED AREAS ARE TO RECEIVE 3" MIN. DEPTH OF
SHREDDED FIR BARK IN ADDITION TO THE GROUND COVER
SPECIFIED, IF ANY.
3. THE PLACEMENT (SPOTTING) OF ALL PLANT MATERIAL TO BE
REVIEWED IN THE FIELD WITH THE LANDSCAPE ARCHITECT
PRIOR TO PLANTING. ANY TREE OR SHRUB THAT IS PLANTED
WITHOUT PRIOR REVIEW MAY BE SUBJECT TO TRANSPLANT IF IT IS
DEEMED TO BE IN THE WRONG POSITION,
4. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR THE
CORRECT HEIGHT OF THE PLANT MATERIAL ABOVE GRADE.
5. ADJUSTMENTS TO TREE LOCATIONS ARE TO BE MADE IF THERE IS A CONFLICT WITH SUBSURFACE DRAIN LINES OR STORM DRAINS.
0 BASE
ROBERT J. WOJCIK ACE - 33968
DISTRICT ENGINEER
DATE INITIAL
ENGINEER OF WORK
EL CAMINO REAL
a
■
I SHRUB PLAN
DATE
POINSETTIA LANE
KEY MAP
~ 12,l.111..,. .,..
LANDSCAPE ARCHITECT
ANDREW C.N. BOWDEN R.L.A 1801 DATE
I
APPROVED:""
4<, "t?~ '6
OWNBY:
NO,
fSHffisl
~
~,, ATE
REVISION DESCRIPTION
INITIAL DATE INITIAL CHKDBY: ---1
OTHER APPROVAL CITY APPROVAL RVWDBY:
DRAWING NO.
397 · 2I
i
102504
------------------------------------------------------------78 i
LAND CONCERN
LANDSCAPE ARCHll'BCTURI'.
1750 B. DEREU! AVENUE
SANTA ANA, CALIFORNIA 9~705
PLAN: POINSETTIA LANE
40 20 0 40 80 120
~~E====:!:::::====:E=~
GRAPHIC SCALE 1 "=40'
I
I
-1
I
I
\
_\ -,
>
ROBERT J. WOJCIK RCE - 33968
DISTRICT ENGi NEER
POINSETTIA LANE
EL CAMINO REAL
KEY MAP
----
-
-
--
n,a.s 16LJIL. T''
LANDSCAPE ARCHITECT
BASEj TREE AND G.C. PLAN .Ja~!'.::· 0i~4,,~/J;;,~==:::::;;;;;;;.._:JL71~.,../f:.(<>:!_t -~ ANDREW C.N. BOWDEN R.L.A. 1801 DATE NO.
AT LA COSTA GREENS
STA. 52 + 00.00 TO 58 + 00.00
PRELIMINARY
NOT FOR CONSTRUCTION VWD 02-002
102504
LAND CONCERN
LANDSCAPB ARCHI'l'ECTllRR
1750 E. DDER1' A VENUE
SANTA 11.Nh, CALIPOJ'I..NlA 92,705
(949) 2.50-4R2.2,
POINSETTIA LANE
EL CAMINO REAL
KEY MAP
I
I \ ----=-~------r--8 g --------+/~==:::::1--= -=.\ .,;=. =-----SI_GHT DISTANCE-550 1 - _ -~ ~!,:-~=="""""--===~~=:""~:="''""::=
>
=
-
,............,............,.....,,."""""".,,,.,,,.,..,,..,,,,,............==~~=s o I T DISTANCE __§5 - S/GljT QJSIANCL- - - - - ____
~~~~~===~=~~0Jt~=~====-----~~~~-:~:~-~:::~~~~:~~~~~~~~~~~::::~~~~~~~~~~~~~~~~====~~~~~~~~~~,;1~~~------~w± ~0 ~~I , 2
==
, PLAN: POINSETTIA LANE
40E =320~30 ====4Eo===3eo====='120
GRAPHIC SCALE 1 "=40'
LANDSCAPE ARCHITECT
BASEj SHRUB PLAN ANDREW CN BOWDEN RLA 1801
STA. 52 + 00.00 TO 58 + 00.00
I
APPROVED: ,F . ;:' I .4.1""' -~~ ~ ~bkv ~=.!""-''-LD""'-'t ________ i-_-_-_-..j.+-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_1----_-_-➔+-_-_-_-_1----_-_-➔+-_-_-_1 C,;;:;:ITY~Ei!:;N~~~NE;;;iE'r~~A;i_~~-;;::;_;c::a:;c:!::!:~EX"'P .... -- D'A"i'E 1--,:-=,,-+.,=-:-:-+--------------+-,==-+;;;;,;,rrrl-,;;.;;=-+,;;-;mrn OWN BY: __ _ ===-,...,.,-,,.-==-,=......-.=-=----''""""'=-:-DATE INITIAL DATE INITIAL DAT INITIAL CHKDBY: __ _ ROBERT J. WOJCIK ACE - 33968 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY:
PROJECT NO.
CT99-03 I
DRAWING NO.
397 · 2I
DISTRICT ENGINEER '----------'
PRELIMINARY
NOT FOR CONSTRUCTION VWD 02-002
102504
•
~ w
ffi
<(
I-
8 :5
~
~ s;
I=
i(/) e::,
~ ~~ O"I
1-C. tit CJ ~~ 0
:i:w ~ w c.:; -..J \0 gw ..... -...J w> >o I
wa: N oc. ~ ;;:: :;
QI-
a: ltl a:a;
01-:;(I)
TREE TAG NOTE - / .,
ALL TREES ARE TO BE SELECTED AND
SPOTTED BY THE LANDSCAPE ARCHITECT. SYMBOL
CONTRACTOR TO BID SIZES AS INDICATED ON
PRICES PER BERGEN NURSERIES. -~ 0 CONTACT DEAN WENDT (714) 528-0716 ~ GENERAL NOTE 0
~
ALL LOCATIONS OF MEDIAN PLANTING AREAS
c; AND MEDIAN DRAINS PER CIVIL ENGINEER'S
PLANS.
'
NOTE#
BARK MULCH NOTE >- [:!l
NOTES
ALL PLANTING AREAS TO RECEIVE 2" OF > A
SHREDDED BARK MULCH. SAMPLE TO BE
1 .....
APPROVED BY LANDSCAPE ARCHITECT. B
C
' D
E
F
~
'
... 0
0 1~ ~ - -- -
-
I
"\.
LAND CONCERN
LANDSCAPE ARCHITECTURE
1750 E. 01:!ERE A VENCI:!
SANTA ANA, CALIFORNIA 92-705
(949) 250~48;2.2.
..
e:= SIGHT D1So/°1if
~
-
- -
.
<i. . I 1-i
550•-~ - 8 ., w -· ~w
..J :x:: I :x:: (I)
Ow
-~wr -
:E (I)
)
- A
-
-- - - I ,_,,
/ ~ , y • . -.,
' V \ _r f y V
h TREE LEGEND r''
ABBREV. BOTANICAL NAME COMMON NAME COMMENTS QTY. SIZE
HA HETEROMELES ARBUTIFOLII TOYON . . 24" BOX
.
PR PLATANUS RACEMOSA CALIFORNIA SYCAMORE 6 24" BOX
.
-Al- -AHl:ffi-lNTEeRIFOl:.fA- bEMO~j,A,QE BERRY . l!_.11 BOl( eM 5AMe,uc,1· 10 l'11!JXICANA Mi!!XIU.N ~~
I 11; G:,,<l,.L,.
PAVING LEGEND
AREA MATERIAL STYLE/ FINISH MANUF. NAME/# COLOR NOTES
4' THICK INTEGRAL INSTALL PER MANUFACTURER'S AND MEDIAN STAMPED COLOR RIVERSTONE ,,,. -• N/A ~ ISLAND CONCRETE PAVING . . . SOILS ENGINEERS RECOMMENDATIONS ..
CONCRETE TO BE FORMED PER CIVIL ENGINEER'S PLAN. ANY INCONSISTENCIES BETWEEN SITE CONDITIONS AND PlAN INFORMATION SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CIVIL ENGINEER.
ALL CONCRETE COLOR AND FINISHES TO BE CONSISTENT AND NOT MOTTLED ZIP STRIPS AND QUICK SCORES WILL NOT BE ACCEPTED.
ANY CHANGES TO THE HARDSCAPE DESIGN WITHOUT PRIOR APPROVAL FROM lANDSCAPE ARCHITECT SHALL BE RETURNED TO THE ORIGINAL DESIGN WITHOUT ANY ADDED EXPENSE TO THE DEVELOPER OR THE LANDSCAPE ARCHITECT.
ALL SAWCUT SCORELINES TO BE 1/4" WIDE AND 112" DEEP; TO BE STRAIGHT AND PRECISE.
PRIOR TO INSTALLATION, A 10' X 10' SQUARE SAMPLE SHALL BE POURED AT THE JOB SITE. THIS SAMPLE SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION OF THE MEDIAN CONCRETE. - - - -
SIGHT-DISTANCE - -
550' ..
- -
P~NSETT_!Af-AN~-
~ ...i...._
-~
. I~ If, '
~ - ·\ .
~
. \ 1r
- -
'T
.. •
- - - -- - -- -
I PR PR PR
2-24" 1->·.:4" ·1~24"
~
.
-j .
/- . -
'
~ J
-
'
PLAN: POINSETTIA LANE
40 20 0 40 80 120
GRAPHIC SCALE 1 "a:40'
•
GENERAL PLANTING NOTES
1. ALL BOXED TREES WILL BE SELECTED BY THE LANDSCAPE ARCHITECT.
CONTACT LANDSCAPE ARCHITECT FOR NAME OF WHOLESALE
NURSERY.
,~
2. ALL SHRUB BED AREAS ARE TO RECEIVE 3" MIN. DEPTH OF
• SHREDDED FIR BARK IN ADDITION TO THE GROUND COVER
SPECIFIED, IF ANY .
-,,, 3. THE PLACEMENT (SPOTTING) OF ALL PLANT MATERIAL TO BE
I REVIEWED IN THE FIELD WITH THE LANDSCAPE ARCHITECT
\ PRIOR TO PLANTING. ANY TREE OR SHRUB THAT IS PLANTED
WITHOUT PRIOR REVIEW MAY BE SUBJECT TO TRANSPLANT IF IT IS ) DEEMED TO BE IN THE WRONG POSITION.
l 4. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR THE
CORRECT HEIGHT OF THE PLANT MATERIAL ABOVE GRADE.
I-< 5. ADJUSTMENTS TO TREE LOCATIONS ARE TO BE MADE IF THERE IS A CONFLICT WITH SUBSURFACE DRAIN LINES OR STORM DRAINS.
.
i--
◄)
.
0 - 0
- =l-~
I
- - -- -
0-00 (,0
..
•
I~ ~ Q)-...._
.(,_ I . ~3 "4w 62 . . . .
' ·z -I ..J
-< ~ -- ,~ - - - -
:E
)
POINSETTIA LANE
EL CAMINO REAL
co
(,0
ci
- -
KEY MAP
ROOT & WATER BARRIER NOTE
A 24" LINEAR ROOT BARRIER (DEEP ROOT MODEL #UB 24·2 OR EQUAL) SHALL BE USED ADJACENT TO D.G. AND A.C. PAVING WHERE TREES ARE PLANTED WITHIN 5' OF NEAREST CONC. OR A.C. EXTEND ROOT BARRIER MATERIAL 10' MIN.
BEYOND TREE PLANTING IN BOTH DIRECTIONS.
A 24" LINEAR WATER BARRIER (DEEP ROOT MODEL# WB 24 OR EQUAL) SHALL BE INSTALLED ADJACENT TO ALL CONC. AND A.C. CURBS. WATER BARRIER JOINTS SHALL OVERLAP 6" MIN. AND BE SEALED USING DOUBLE ROW OF MANUFACTURER'S SEALANT TAPE. SEAL BARRIER TOP TO ADJACENT PAVING WITH A BEAD OF SILICONE SEALANT.
..
z _________ _
ti---.....--~"'""""-_,,,__
w :x::
:---J+----w-- ---
(/)
PLANTING LEGEND
ESP. ESPALIERED
GAL. GALLON CONTAINER
G.C. GROUND COVER
HT. HEIGHT
L.A. LANDSCAPE ARCHITECT
L.C. LANDSCAPE CONTRACTOR
MIN. MINIMUM
M.T. MUL THRUNKED
O.C. ON CENTER
RWD. REDWOOD
S.L.A. SELECTED BY L.A.
SPEC. SPECIMEN
SP. SPREAD
PLANTING KEY
'\.d-5 IMJII.,,...
a,,,_~--------------
LANDSCAPE ARCHITECT
BASEk TREE AND G.C. PLAN ANDREW C.N. BOWDEN R.L.A. 1801 R J. WOJCIK ACE - 33968
DISTRICT ENGINEER
I •
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
A E INITIA DATE INITIAL
OTHER APPROVAL CITY APPROVAL
DWNBY: ___ ;
CHKD BY: ---1
RVWDBY:
PRELIMINARY
NOT FOR CONSTRUCTION
PROJECT NO.
CT99 • 03
DRAWING NO.
397 .. 2I
VWD 02-002
'
~ UJ UJ
~
~ :s
~
~
:s
g
en
~ ~~
2 ~ .. :s (:', 1-- a.
~ z 1-- (:',
UJz = ::. UJ
""'
a.::!: ..... gw ---l 1,0
UJ> ..... --.J >o I UJ cc N Cl~
:s:- io--1
ff tu
~~ ti;
-
LAND CONCERN
J,ANDSCAPR ARCHfTECTURE
1750 B. DE.BRB AVEN UI:l
SANTA ANA, CALIFORNIA 92705
(949) 250~482.2.
PLANTING LEGEND
ESP.
GAL.
G.C.
HT.
L.A.
L.C.
MIN.
M.T.
o.c.
RWD.
S.L.A.
SPEC.
SP.
ESPALIERED
GALLON CONTAINER
GROUND COVER
HEIGHT
LANDSCAPE ARCHITECT
LANDSCAPE CONTRACTOR
MINIMUM
MUL Tl-TRUNKED
ON CENTER
REDWOOD
SELECTED BY L.A.
SPECIMEN
SPREAD
PLANTING KEY
GENERAL PLANTING NOTES
1. ALL BOXED TREES WILL BE SELECTED BY THE LANDSCAPE ARCHITECT.
CONTACT LANDSCAPE ARCHITECT FOR NAME OF WHOLESALE
NURSERY.
2. ALL SHRUB BED AREAS ARE TO RECEIVE 3" MIN. DEPTH OF
SHREDDED FIR BARK IN ADDITION TO THE GROUND COVER
SPECIFIED. IF ANY.
3. THE PLACEMENT (SPOTTING) OF ALL PLANT MATERIAL TO BE
REVIEWED IN THE FIELD WITH THE LANDSCAPE ARCHITECT
PRIOR TO PLANTING. ANY TREE OR SHRUB THAT IS PLANTED
WITHOUT PRIOR REVIEW MAY BE SUBJECT TO TRANSPLANT IF IT IS DEEMED TO BE IN THE WRONG POSITION.
4. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR THE
CORRECT HEIGHT OF THE PLANT MATERIAL ABOVE GRADE.
5. ADJUSTMENTS TO TREE LOCATIONS ARE TO BE MADE IF THERE IS A CONFLICT WITH SUBSURFACE DRAIN LINES OR STORM DRAINS.
SHRUB LEGEND
SYMBJABBR. 190TANICAL 'NAME
0 AA
6AS
G)cG
0 cs
0 DB
e) EN
9 HO
9 HS
I[) LM
@ LY
• LD
® LI
(S) PS
AGAPANTHUS 'PETER PAN'
ARCHTOSTAPHYLOS EDMUNDSII
CEONOTHUS G. 'HORIZONT•LIS'
CISTUS SKANBERGII
DIETES BICOLOR
ENCELIA FARINOSA
HEMEROCALLIS HYBRID-ORANGE
HEUCHERA SANGUINEA
LANTANA MONTEVIDENSIS
COMMON NAME
DWARF L!LY OF THE NILE
LITTLE SUR MANZANITA
PROSTRATE CARMEL CEANOTHUS
ROCKROSE
FORTNIGHT LILY
DESERTENCELIA
ORANGE DAYLILY
CORAL BELLS
PURPLE TRAILING LANTANA
YELLOW TRAILING LANTANA
CANDICANS. LAVENDER
LAVAND!N
GENERAL NOTE -----------------➔-1*n
LANTANA M. 'SPREADING SUNSHINE'
LAVANDULA DENTATA 'CANDICANS'
LAVANDULA INTEAPJIEOlA
PENNISETUM S, 'DWARF RED'
PHORMIUM TENAX 'BRONZE BABY'
RHAPHIOLEP!S INO!CA 'BALLERINA'
RHA!='HIOLEPIS INOICA 'CLARA'
RIBES VIBURNIFOLIUM
'DWARF RED' FOUNTAIN GRASS
DWARF BRONZE FLAX
ALL LOCATIONS OF MEDIAN PLANTING AREAS
AND MEDIAN DRAINS PER CIVIL ENGINEER'S
PLANS.
SHRUB SET-BACK NOTE
SHRUB PLANTINGS ADJACENT TO ALL PAVING SHALL
BE PLANTED WITH THE CENTER OF THE SHRUB SET
BACK FROM THE EDGE OF PAVING A DISTANCE OF
THE O.C. SPACING CALLED OUT IN THE LEGEND FOR
THAT SHRUB.
36-1
38-1
PLAN: POINSETTIA LANE
40 20 0 40 80 120
GRAPHIC SCALE 1 "=40'
• RIB
0 RC
Q RV
8 RO ROSMARINUS 0. 'LOCKWOOD DE FOREST'
DWARF INDIA HAWTHORNE
INDIA HAWTHORNE
CATALINA PERFUME
'LOCKWOOD DE FOREST' ROSEMARY
RO T J. WOJCIK RC - 33968
DISTRICT ENGINEER
TRIANGULAR SIZE QTY SPACING ·
2'0.C.
4'0.C,
e·o.c.
5'0.C.
3'0.C.
3'0,C.
3'0.C.
2'0,C.
4'0.C.
4'0.C.
8'0.C.
3'0.C.
3'0,C.
5'0.C.
3'0,C.
4'0,C.
6'0.C.
3'0.C.
1 GAL 108
5 GAL.
5GAL.
SGAL
1 GAL. 23
6 GAL.
1 /JAL. 57
1 GAL.
1 GAL 3e
1 GAL.
1 GAL.
1 GAL.
1 GAL
5 GAL.
5GAL.
5 GAL. 18
5GAL
1 GAL 38
BASE k
POINSETTIA LANE
EL CAMINO REAL
KEY MAP
~s eull.-"T"
LANDSCAPE ARCHITECT
SHRUB PLAN acwAe
ANDREW C.N. BOWDEN RLA.1801 ' DATE
I
APPROVED: dr . ~ LI'
4-4: ... F~ ~
DATE INITIAL DATE INITIAL PROJECT NO. DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN BY: ----1
CHKD BY: ---,
RVWD BY: CT99 • 03 I
DRAWING NO.
. 397-21
PRELIMINARY
NOT FOR CONSTRUCTION VWD 02-002
102504
' (/)
z w w
C:
(.!)
~
(/)
0 ()
::s
~ w z
::s
-0::
~
(/)
zttl ~ oz
°': ::s ~ 1-C.. O'I Zt-
C°1 Wz .....:a ::e w 0 c.. ::e ~ Ow ~
...J> .....:a
"° WO [ijc: ..... ....:a cc.. I
s: ::e N
ot- ~
a;W a:W oa: ::e !ii
-------------------------------------------------------------------------------------------------------------------------------------,..,
LAND CONCERN
LAND8C41>11 Aacl-llT ■ CTUJI ■
l7SO H, Dl! ■ ae AVIINU ■
,.u.rTA. ANA, CA.'LIFO!l'N'JA 92.,os
(949) :is-0-,4,lu
PLAN: POINSETTIA LANE
40E=2EO==OE===3:40===::::lBOE===3120
GRAPHIC SCALE 1"=4CY
NOTE#
C!I
NOTES
A
B
C
D
E
F
PAVING LEGEND
AREA MATERIAL STYLE/ FINISH MANUF. NAME/# COLOR NOTES
MEDIAN 4" THICK INTEGRAL INST ALL PER MANUFACTURER'S AND STAMPED COLOR RIVERSTONE ,..~ N/A c.a,p...-.Fl, ISLAND CONCRETE PAVING SOILS ENGINEER'S RECOMMENDATIONS
EL CAMINO REAL
CONCRETE TO BE FORMED PER CIVIL ENGINEER'S PLAN. ANY INCONSISTENCIES BETWEEN SITE CONDITIONS AND PLAN INFORMATION SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CIVIL ENGINEER.
ALL CONCRETE COLOR AND ANISHES TO BE CONSISTENT AND NOT MOTTLED ZIP STRIPS AND QUICK SCORES WILL NOT BE ACCEPTED. a
ANY CHANGES TO THE HARDSCAPE DESIGN WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT SHALL BE RETURNED TO THE ORIGINAL DESIGN WITHOUT ANY ADDED EXPENSE TO THE DEVELOPER OR THE LANDSCAPE ARCHITECT.
ALL SAWCUT SCOREUNES TO BE 114" WIDE AND 112" DEEP; TO BE STRAIGHT AND PRECISE.
PRIOR TO INSTALLATION, A 10' X 10' SQUARE SAMPLE SHALL BE POURED AT THE JOB SITE. THIS SAMPLE SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION OF THE MEDIAN CONCRETE.
I
I
I
I
FOR HABDSCAPE ONLY.
I
I
NO PLANTING OR IRRIGATION
IMPROVEMENTS ON THIS SHEET.
-----
POINSETTIA LANE
KEY MAP
•
•:.a.s l&UU.-T''
a, 01'v#hi ~------------
LANDSCAPE ARCHITECT
BASEi TREE AND G.C. PLAN
ANDREW C.N. BOWDEN R.L.A. 1801 bATE NO.
ROBERT J. WOJCIK ACE • 33968
DISTRICT ENGINEER
,- "TUJQ..I .,, I SH68EET I QTY OF CARLSBAD 1----+---+-----------~--+----+---,1---.+----1 ENGINEERING DEPARTMENT t-----+--+------~--------+--·-+--+----+----t
DATE INITIAL
EOOIIEEROFWCH< REVISION DESCRIPTION
IMPROVEMENT PLANS FOR:
POINSETTIA LANE
AT LA COSTA GREENS
STA. 64+00.00 T068+71.96
DRAWING NO
397-2I
VWD 02-002
i
'
"' tri w cc
(!J
<
~ :s
ti:
w
s
<
~ z
~!
Z1-Wz :i:w n.:::i;
9w w> >o wa: on.
;;: :::i;
01-
a:IJ:l
~~
'-------------------------------------------------------------------------------------------------------------------------------------~"' I !
I '
~?~?:~to>:>l~P:W-l
03060:l .. •
102504
---------------------------------------------------------------------------------------------------------------------------------------------,,~
LAND CONCERN
LANDBCAP ■ AacHJT ■ <::TUlk ■
11so II, DIIIIIU2 AVIINUII
SAN'l'A AWA,, C:AUl'OaNJA p2-7Di
(949) 2.so-4su
PLAN: POINSETTIA LANE
GRAPHIC SCALE 1"=40'
NOTE#
QI
AREA
MEDIAN
ISLAND
MATERIAL
4' THICK INTEGRAL
STAMPED COLOR
CONCRETE PAVING
PAVING LEGEND
STYLE/ FINISH MANUF. NAME/# COLOR
RIVERSTONE ~MoM NIA
NOTES
INSTALL PER MANUFACTURER'S AND
SOILS ENGINEER'S RECOMMENDATIONS POINSETTIA LANE
NOTES
A CONCRETE TO BE FORMED PER CIVIL ENGINEER'S PLAN. ANY INCONSISTENCIES BETWEEN SITE CCNDITIONS AND PLAN INFORMATION SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CIVIL ENGINEER.
EL CAMINO REAL
B ALL CONCRETE COLOR AND FINISHES TO BE CONSISTENT AND NOT MOTTLED C ZIP STRIPS AND QUICK SCORES WILL NOT BE ACCEPTED.
D ANY CHANGES TO THE HARDSCAPE DESIGN WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT SHALL BE RETURNED TO THE ORIGINAL DESIGN WITHOUT ANY ADDED EXPENSE TO THE DEVELOPER OR THE LANDSCAPE ARCHITECT.
E ALL SAWCUT SCORE LINES TO BE 114' WIDE AND 1/i!' DEEP; TO BE STRAIGHT AND PRECISE.
F PRIOR TO INST ALLA Tl ON, A 1 O' X 10' SQUARE SAMPLE SHALL BE POURED IIT THE JOB SITE. THIS SIIMPLE SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION OF THE MEDIAN CONCRETE.
I
I
I
I
8 FOR HARDSCAPE ONLY.
I
I
~
~
NO PLANTING OR IRRIGATION
IMPROVEMENTS ON THIS SHEET.
BASEi SHRUB PLAN
KEY MAP
'JA.S ~LT''
LANDSCAPE ARCHITECT
ANDREW C.N. BOWDEN A.LA. 1801 r/ti43 DA E NO.
[siiffil CITY OF CARLSBAD
1----+---+--------------+---+----,1----+------1 ~ ENGINEERING DEPARTMENT 1-----+--t----------------+----+--+---+-----i
fitiffi'iil
~
I '
xxxxxxxxxx
ROBERT J. WOJCIK ACE - 33968
DISTRICT ENGINEER
IMPROVEMENT PLANS FOR:
POINSETTIA LANE
AT LA COSTA GREENS
STA 64 + 00.00 TO 68 + 71.96
I
APPROVED: 6' y "(
---1-----+----------------+---1----+---1-----1 A .,. ,-~ vV"~-~ 1-----+--+---------------+----+--+---+-----; ~ITY ENG1Nllifrf 7tc,r EXF.
DATE DATE INITIAL
EIGNEEAOFV\Cff< REVISION DESCRIPTION
OWN BY; ---='i~=I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: _ 397 _ 2I CT99-03 CJ11,EAAPPAOVAL OfYAPPAOVAL c.:.R:..:.VW.:.:.=-D ::,BY:..:.: ..::iz::,;t:=t~------~ ~---~ VWD 02-002
. I
~
§I
102504 ,
•
_,,_ ______ MIN. 4" THICK CONCRETE
PAVING. COLOR AND TEXTURE
VARIES. REFER TO PAVING
NOTES.
_,_ __ ....., 112' BULLNOSE EDGE
FINISH GRADE
COMPACT & SATURATE
SUBGRADE TO 90% PRIOR
TO POUR
.,._ ______ _., SUB-BASE CONCRETE THICKNESS
AND REl~'FORCEMENT PER SOILS
ENGINEER.
CONTRACTOR TO VERIFY ALL CONCRETE THICK!IESSES, REINFORCING STEEL SIZES AND
PLACEMENT, AND SUB-GRADE SATURATION AND COMPACTION RECOMMENDATIONS WITH GEOTECHNICAL SOILS ENGINEER'S PRIOR TO START OF CONSTRUCTION. d EDGE OF CONCRETE
LAND CONCERN
LANDIICAP ■ AacHJTIC'l'Ua. ■
r1so •• Dll ■ aR A.VBMU8
l!lt.NrA ANA, CALIPOltNIA 92-70S
(94,9) zso-~8n
C
0 O O 0
0 0 0
0 0
0 0
IIO.Hfll! !IPAaNll
0 0 0 0
O O O
8 4•
6"
..
1Cl'
12'
1&"
10"
24"
WALL OA LIMIT OF WORK LINE PEA PLAN
LlMIT OF GA.OUNDCOVER TYPICAL. FIRST
ROW OF GAOUNDCOVER TOBE 1'Z' AWAY
FROM EDGE OF CONSTRUCTION
FEATURE, LIMIT OF WORK, ·OR DRIP LINE
OF SHRUB
GAOUNDCOVEA AREA TYPICAL
GROUNOCOVER TO BE PLAM'EO IN
FLATS, CUTTINGS, LINERS, OR 1 GALLON
CONTAINERS PER Pl.AN.
SOIL PREP. - REFER TO PLANTING NOTES
REFER TO PLANTING NOl"ES FOA
ADDITIONAi. SPECIACATIONS
SQ, FT, PLANTS WILL COVER
GROUNOCOVl!R SHALL
BE PLANrED IN THE
PLANTING AREAS e•
FROM THE EDGE OF
MOWSTRIP OR SIDEWALK
TO 6'' FROM THE DRIP
UNE OF THE RAST ROW
OF SHRUBS IN A SHRUB
MASS ONL V AND 6" TO
THE EXISTING WALL OR
LIMIT OF WORK LINE.
64 PLANrS 100 PLANrB
7 SQ. FT. 11 SQ. FT.
16 25
28 44
411 70
64 100
100 156
144 225
256 400
. •
'S' REFERS TO SPACING.
GROUNDCOVER
CONTAINER PLANT
WATERING BASIN TO BE 12" WIDER
THAN ROOTBALL DIAMETER
SOIL LEVEL IN BOTTOM OF BASIN
TO BE FLUSH WITH SOIL LEVEL
OF TOP OF ROOTBALL MASS FROM
CONTAINER
FINISH GRADE
FERTILIZER TABLETS -
PER AGRONOMIC REPORT
BACKFILL MIX - SEE LANDSCAPE
SPECIFICATIONS
PACKED BACKFILL
PER AGRONOMIC SOILS REPORT
REFER TO PLANTING NOTES
FOR FURTHER SPECIFICATIONS
PREVAILING WIND DIRECTION
2" DIA. LOOOE POLE TREE STAKE DOWELED OR PEELED
~--e FROM VIRGIN TREE. GREEN PRESERVATIVE TREATED.
PLACED OUTSIDE OF ROOTBALL. USE TWO STAKES FOR
15 GAL TREE AND WHERE SHOWN ON PLANS
,,----413 CINCH TIES AVAILABLE FROM V.LT. COMPANY, 15561 PRODUCT LANE-D4. HUNTINGTON BEACH CA 92649
TEL (714) 891-8338 ALLOW 2" MIN, TRUNK CLEARANCE.
,---t "ARBOR GUARD" IN TURF AREAS
,---e FERTILIZER TABLETS PER AGRONOMIC
REPORT.
--• PREPARED BACKFILL SEE SPECIFICATIONS
,,.---e 3' HIGH WATER BASIN (AT TIME OF PLANTING)
,---e FINISH GRADE
,---- UNEXCAVATEDSUB-GRADE
ATTACH WITH SHINGLE NAILS
LODGEPOLE
CINCH TIE
TREE TRUNK
CONTRACTOR NOTE: PIT SIZE IS FOR BID PURPOSES
ONLY, WITH DIM. AND SPECS TO BE A MIN.
STANDARD. FINAL SPECS TO BE DETERMINED BY
SOILS ENG. AND UPON RESULTS OF AGRICULTURAL
SUITABILITY AND SOIL FERTILITY ANALYSIS.
b SHRUB PLANTING a TREE PLANTING
ROBERT J. WOJCIK ACE - 33968
DISTRICT ENGINEER
-1-----------REBARPERSTRUCTURAL
ENGINEER/ SOILS ENGINEER.
_,__ ______ STAMPED CONCRETE FINISH SURFACE
VARIES- SEE PAVING NOTES
+----- 114'' RADIUS ATE. J. TYPICAL
COMPACT SUB-GRADE TO --l-
90% ASTM D1567-1l1 PER
SOILS ENGINEER.
e
• OONTRACTOR TO VERIFY ALL STEEL REINFORCEMENT.
• SUB-GRADE AND CONCRETE THICKNESS WITH SOIL
ENGINEER.
• SAWCUT CONTROL JOINTS AND EXPANSION JOINTS PER
SOILS ENGINEER.
ENHANCED PAVING
LANDSCAPE ARCHITECT
,:::_---'--'--'------=---.J/.¼µlif/,µW:oz VWD DWG.
ANDREW C.N. BOWDEN A.LA. 1801 DAfE NO.
fsiiEffl CITY OF CARLSBAD
f---l----f--------------+---+---11---+--- ~ ENGINEERING DEPARTMENT f---+--+---------------+.----J.--+---+-- 1 MP ROVE MEN T PLANS FOR:
POINSETTIA LANE
· AT LA COSTA GREENS
LANDSCAPE DETAILS
fsiimi7
~
DATE
I
APPROVED:_&Y:
,..~1------11----+----------------+--+-----11------+-- .4,,:;; ,,,~i;Z. ~_j 1 ;,1t.. l---+--+---------------+.----4----1-----+-~ CITY ENGINEl!R R c:r EXP.
DATE INITIAL
EN3ll'EB'la=~ REVISION DESCRIPTION
DATE INITIAL DATE INITIAL g~~s;v, PROJECT NO.
RVWD BY: CT9B - 03 OTIER APl'ROIIAL QTY APl'ROIIAL
DRAWING NO.
397 -2I
VWD 02-002
•
•
f
-------------------------------------------i
CONCRETE
1. SCOPE
Furnish and install all concrete worl< complete "' indicated on the drawings and specified including:
A. furnish and set all rcinforcins steel, bolts, and anchors.
B. Install all items required by other trade., which ore to be CMt into concrete.
C. Concrete mow strips, footines for : walls, fencing, bendiea, etc., where :applicable.
2. GENERAL
All requirmnents of subsection 3.3.1, lltan.dard speci:flclltions for Public Works construction, .;hall apply except as specified herein.
3. MATERIALS
A. Port!aod cen,OIII shall conform to ASTM.CISO, Type IV.
B. Concrete •i!l!1""@ate shall conform to ASTM-C33.
C. W-shall be clean, r,.. from llron!l acids, alkali, oil or organic matt..-
D.
E.
F.
Admixture for all fonned coocn,te shall be SIKA Chemical Corp.'• •Pl astiment, 11 or approved equal, applied in strict accordance with n _anufacturer's directions.
Raoforcemont: Reinforcing steel A£I'M-A15 andASTM-A305.
Wirefabric: ASTM-A!85.
Forms
1. Lumber shall be 'Comtruction Grado,• Dooglu Fir.
2. Plywood for forming of conacte which is exposed shall be plyform. All plywood used for forming shall be at least 5/8-inch thick and edge sealed.
O. Bl<pansionjoint filler shall confom with ASTM-D1751 (premoldod).
4. CONCRETE
A Quality "b"" for the d . ix 1. Tho Cootra<.1:or shall assume rcsponm u1ty "'!'811 m B.
C.
2,
3. end shall guarantee the specified ultimate strength as md:icated or specified herein.
Concrete, to be type V and the minimum 28 day ultim*
strength shall be 2000psi. This is to be verified by the project soils engineer. ·
Ready-mixed concret,, shall conform to ASTM-C94.
Frnportions and Cllfl8istoncy .
I. The proportions of "!Jll"'sate to oemoot shall provide a dmoe mixture which will readily work into all cornel's of the forms and around all reinforcements without any segregation of the materials, cause excess free water to collect on the sutface or cause excessive bleeding of the forms.
l. The recommmood practices of the American Concrete I!15titute shall be followed in all applicable procedures. 'The ma:um\Dll slump shall not exceed 3 inches for footings, slabs ongrade, and mass conaete; 5 inches for foundation walls.
Conlrol . ubj th Tht, ooncn,te quality, jlloportiv<ll. consi-.,Y, etc., i• s ~ to_ • approval of Owner, and no changes shall be made wi1hout his pnor written approval.
5. FORM WORK
A. Forms for concn,te work shall be either metal or wood. Forms 1hat are warped or that do not have a smooth straight upper edge shall not be used. Forms shall be set with the upper edge of the board true to line and grade ood sh:Jll be staked rigidly in place with stakes set not more than four feet ( 4') apart so as to remain immovable throughout the construction. All fonns shall be approved by Owner within a tolerance of ooe porcont (1%). All materials shall _be accw-ately :"'d separately weighed and mixing shall continue ~1 the distrtbuti.on of materials is uniform and the mass of concrete 1s homo~eneou8.
B.
C.
Two and oru,.half (2-112) galloosof-porcublcyard, sba11 be withheld from the mix at the plant, and all or a portion may be added to the mix at the job site as directed by the Inspector. The concrete shall be mixed at least 5 minutes after such water is added and not less than 3 minutes of the time shall be immediately prior to the discharge of tlle batch. Total mixing time after adding original water shall be at least 15 minutes.
Concret,, which is oot placed within 90 minuteo al'tor the introduction of cement and water, and concrete which has stood for 30 minutes after leaving the mixer, shall not be used.
6. CONVEVING AND PLACINO
A. Before pouring, all forms shall bothoroughly cloonodmdmadc tight. The bottom of trmches shall be wet_ down bc,f<>l'.e pounng footings· em.1.h shall not be muddy at the tune of pounng. Concrete shall noi be placed ,1rrtil reinforcements, rough hardware, md fonns are approved by Owno:
B. Before depositing new concute agaimt old oonaete, all lait.ancc shall be removed and the stmfaces roughened to expose the embedded aggregate. The surfaces shall then be covered wi1h cement grout, using the specified mix with 112 of the course aggregate omitted, 1~112 inches thick.
Conveying and placing of concreto shall be done so .. to prevent separation of ingredients, and in no case shall the free fall m:ceed 6 feet. Trcmics shall be used as required Surfaces of concrete shall be: kept rcia.,()IUIDJy level, with a minimum amotmt of concrete bemg allowed to flow after being placod. Placing shall be perf omed as a continuous operation until each section is completed.
7. GROUT
A. Grout shall be composed of ,oru, part Portland Cement and two ~ of fine aggregate by volume. Materials shall be mixed d!y and water added just sufficient to make the mtxture flow under tts own weight.
B. For d!y mmp cement grout, a minimum of w-shall be added to the mix so that when set sample ts squeezed hard m the hand, surface moisture but no froe water shall appear ,m the sample. Do not mix more~ can be used in30 minutes.
LftND CONCE!RN
8. CURING AND PROTECTION
A. All exposed surfaces of concrete shall be protected from damage due to temperature, elements, and cons1ruction operations.
B. Omng
I. All o,q,osod surfaces of concrete shall be protectoo from premature drying, and freshlf placed concrete shall be
protected against wash by ram. All concrete shall be kept wot for a period of ten days after placing. In order that cunng water may reach both surfaces of walls, the forms shall be loosened and water shall be poured over the tops of the walls and allowed to run d.own between the concrete and the forms,
2. All liquid cur1ns compounds shall be used in accordance with the manufacturers recommendations and shall not be used on surfaces reccivi[lg concrete hardener.
LANDSCAPE CONSTRUCTION
1. SCOPE OJI' WORK:
. The work of this section includes all labor, materials and equipment required to complete work indicated on the drawings. The work shall be performed in acc-.:0 with the best standards of practice relating to the vmi~ trades and _under the continuo~ supervision of a competent foreman, capable of interpreting the drawmgs and these spectfications. The work included in the section is as follows:
Rnish Grading for Planting, Soll Fl"eparati?n, . . . .
Fertilization, Ranting, including lawn, Mamtenancc, Inspection and Cor11f11:ation1, Guarantees, aean-up, Stalcing. Guying and Espaliering and Miscellmeous Allowances.
2. APPROVALS: ~-ln1hi A, All sprinkler wotlc shall be inspected and approved prior to the start of any w- s B. =
0 t~-excavation for planting or placing of st.ates, locate _all utilities, el~c.cables, rondui!B, sprinkler lines, heads, valves and valve cootrol wires, and all utiltty lines so that proper precautions may be taken not to damage such improvements. In the event of a conflict between such lmffl and plant locations, promptly noti~y the Landscape.
Architect who shall arrange for relocation for one or the other. Fmlure to follow this procedure places upon the Contract.or the responsibility for, at his own expense, making any and all repairs for damages resulting from work thereunder.
3. QUANTITIES AND TYPES:
Plant materials shall be famished in the quantities and/or spacine as shown or noted for each locations and shall be of the species, kinds, sizes, etc., as symboli?.ed and/or described in the "Hant Material Legend, 11 m indicated on the drawings. The Landscape Architect has prepared this list. only ::ma convenience to th~ Contr~:tor ~ assumes no rmponsibility for it.s accuracy. The Landscape Contractor 1s to verify all SIZCS and qu,ntities.
4. VERIFICATION OJI' DIMENSIONS AND QUANTITIES: .
All scaled dimensions are approxim~te. B~fore procee~ with any W4?fk, ~ ContJ:actor shall carefully check and verify all dimensions and quantities and shall 1mmediately inform the Landscape Architect and Owner of any discrepancy betw~en the drawings and/or_ specifications and actual corxlitions. No work. shall be do~ m any area where there 1~ such a discrepancy until approval for the same has been gtven by the Landscape Architect and Owner.
5. INSPECTION
A. All inspectioos shall be made ll)I the Landscape Architect end 1he Owner. _The contractor shrul request inspection at least two (2) days m advance of the time inspection is required.
B. Inapection will be required for the following parts of the worli::
!. Dllling ftnish grading and soil preparation.
2. Plants, after delive,y to site prior to planting.
3. When vin111, shrubs, and trees are spotted for planting. but planting holes ano not excavated.
4. Specimffl trees at source, before delivery.
5. Lawn areas prior to planting.
6. Planting 8re$ prior to planting.
7. All landscspe conslrlldioo items, prior to the start of the calendar day meinterumce period (final obsacvation).
8. At completion of calendar day maintenance period (final maintenance observation).
9. Inspection rep- shall bemadeforoschobSCIVlltion by the Landscape Architect and one oopy shall be submitted to the Owner and the Contractor.
6. CERTIFICATION
A. Prior to job acoeptmce, written certifications shall be submitted to tho Landscape Architect, for the following:
I. Quootity and quality of oommercial fertilir.cr and organic fertilizor.
2. Quantity end quality of all soil amondm- called for by plans and specifications.
7. MATERIALS
A. Plant materials Indicated on the drawings and herein specified. shall conform to the following:
1. Nomenclature: F1ant namos indicated or listed in the BLlst of Plant Materials• on the drawings, conform to 11Standard Rant Names• established by ~ American Joint Committee On Horoculture. Exoeptfor names covered therein: the established custom of the nursery is followed.
2 Condition: Plants shall be symmetrical, typical for variety and species, sourul, · hoalthy vigorous, free from plant disease. msect pests, or their eggs, and shall have healthy' nonnal root systems, well filling their cootainers, but not to the pomt of being root bound. Plants shall not be pruned ]Jrior to delivery. exoept as authonzed by the Landscape Architect, or his repra..entative. In no case shall trees be opened before delivery.
3. Dimension: Tht, height and spn,ad of all plant matorial shat! be meuw-ed with branches in their normal position and shall be as indicated on the drawmgs. The caliper ,'Jf all trees shall be measured 410" abo"'.e the surf~ of the gro~. Where caliper or other dimensions of any plant matenal are omitted from the Plant Legend," it shall be understood that these plant materials shall be nonnal stock for type listed.
4. Inspcctlon: All plant materials must have been previou!ly inspected at 1he nursery by the Orange Cotmty Horticultnrnl Doprutmont, and shall be subject to 1ho inspection and approval of the Landscape Architect before planrung.
S. Plant Ust: As indicated on drawinRl!l-
6 Si:r.cs of Planta: Shall be as stated on the plan. Contllinor stock (!-gallon. 5-saJlon:
· and 15-gallon) shall have boon grown in oontainers for at least one(!) year, but not over two (2) years.
7. Substitutions: Substitutions for the indicated plant materials will be pmnittod proridod the substitute materials are approved m advance by the Landscape Architect and the substitutions are made at no additional cost to the Owner. Bl<copt for the variations so authorized, all substitute plant materi~s shall co~onn to the requirements of these specifications. If the accepted 9!1bstit_ute mat~als ~ of less value than those indicated or specified, the contract pnce Wlil be adjusted 1n accordance with the provisions_ of the contract
8. Plants Not Approved: Plants not IIJ)prOVfli Bl'tl to be, removed from ~te immediately and replaced with suitable plants. The Landscape Architect ~d/or owner reserves 1ho right to rtject entire lots of plants reprcsontod by defective samples.
I. PERTIUZERS AND SOIL CONDITIONERS:
A. Samples of all soil ammdmmts, sod and plants shall be submitted for inspection and stored on the site until furnishing of materials is completed. Debvery may begm upon approval of samples or as directed by the Landscape Architect and the Owner. t. Organic fertilizer shall be :pr~~ ~age
11 sl1;Ufge with! minimum content~ 1 %
nitrogen and 2% phosphonc acid Sl.mtlar to Nttrolrum.us . Method of processmg shall not destroy nomal bacterial content.
2. Nitrogen stabilized sawdust shall be bulk, wi1h the following nitrogen content based on dry weight:
0.5% for redwood sawdust
0.7% for fir sawdust
1.0% for bark or pine bark or mixture
Salini\y: the duration extract conductivity shall not exceed 3.5 millimhos/cm at 25 de8'""8 C.
3. Commercial fertilizer shaJI be delivered in sacb with manufacturer's label showing weight and analysis attached to each sack.
9. STAKING MATERIALS:
A. Tree stalting shall be as per plan.
B. Tics for holding trees shall be as perdernil.
10. GRADING AND SOIL PREPARATION:
A. Contractor is tn finish grade to within 1110th of 1 foot or 1" below paving where paving exists.
B.
C.
D.
Moisture Content The soil shall not be worl<ed when the moisture content is so groat that excessive compaction will occur, not when it is so dry that dust will form in the air or that clods will not break readily. Water shall be applied if necess,ry to provide idool moisblre content for tilling and for plm1ting herein specified.
Preliminary Grading: Preliminary grading shall be done in such a mannc, as to anticipate the finish grading. Excess soil shall be removed or redistributed before application of fertiJizer and mulch. Wbcre soil is to be replaced by plants and mulch, allowance shall be made so that when finish grading has begun, there shall be no deficiency in the specified dep1h of mulched planting beds.
Weeding: Before and during preliminary and finish grading, woods and grass"' shall be dug out by !he roots and disposed of off the site ( except those weeds and grasses not of the perenmal type, less than 2-112' and not bearing seeds. which may be turned und«). Oats more thao 2-112' high and not be"""I! Reeds may be turned under. Perennial weeds and grasses to be removed include, but are not limited to, the following:
Nut Grass Puncture Vine Dallas Grass Mustard Flant
St. Augustine Grass Alfffifa Johnson Grass
Wire Weed Morning Olory
E. All planting areas shall be !ICllriliod to a dei,lh of 12 inches below grade with tho spacing of the ripper . teeth no greatm than 12 inches on center pnor to ]J(acmg conditioners and fertilizers. All rock and debris more thal 2" in diameter shall be removed from the site.
F. Trenches: If sprinkler system is installed after grading and fertiJizing is completed, 1heonfupper por1i1h. on of the backfill shall be retilled and fertilized to the depth specified for the area required to c orm tn e specifications..
11. FINISH GRADING
When preliminacy grading. including weeding and fertilizing. has been completed and 1he soil has dried sufficiently to be readily worked, all law_n ~ :planting areas ~ be graded to the elevations . indicated on the drawings. Grades not otherwise mcli~ shall be unifonn levels or ~ope;s between pomts where elevations are given. Minor adjustments of firush grades shall be made at the direction of the Landscape Architect, if required
Finish grade shall bo a smooth, even and uniform plsno without abrupt change of slllfaco. Soil areas adjacent to buildings to allow a natural nm-off rK water, and surface drainage shall be directed as mdicated on the drawings by remodeling surfaces to facilitate the natural "run-off 11 of water. Low spots and ~ shall be one inch (1 ") below grade of adjacent pavement of any kind. an.ting shall be done when sml 1s at optimum moisture cont:mt for working.
12. METHOD OF PLANTING AND WORK PROCEDURE
A. No planting shall be done until all operations in oonjunclion with the inst.allation of trni sprinkler system have been completed, final grades have~ established, the planting areas have been properly graded and prepared as herein specified, and the work approved by the Landscape Architect.
B. The relative position of all trees and plants I• subject to approval by the Landsthe cape Architect and Owner. and they shall, if necessary. be relocated as directed as part of Cootract.
C.
D.
All plants shall be removed from their oontalner and set so that, when settled. they bear 1he same relation to the required grade that they bore to the natural grade before being transplanted. Each plant shall be planted in 1he center of the pit and backfilled unless otherwise specified, with the prepared soil. No so11 m muddy condition shall be used for backfilling. No filling will be pennitted armmd trunks or stems. All broken or frayed roots shall be properly cut off.
The Landscape Architect ond/or Owner shall inapect the placiog and planting of all plant materials.
R In the event that underground construction worlc or obstmctions are encountered in the plan.ting operation, alternate locations for plant material will be selected by the Landscape Architect and Owner; operation will be done at no extra cost to the Owner.
13. PLANTING OF TREES
A. Position pl- in plant location indicated on dra":i~ and secure approval before excavating pits.making necessaty adjustments as mdicated.
B. All pits for trees shall be dog square with bottoms lovd, the depth shall be th 1 e samedas ~
of the rootball and the width sball be two times the diameter. Compacted sot sat st es~~ bottoms shall be loosened by scarifying or other approved me1hod, Pits shall be backfilled wi1h "prepared soil" tn the required grade, 1horoughly settled by water apphcalion. c. set plants in cooter of pi~ in a vertical position, so that crown of ball will be !hi'.- 2' abthove finish grade after ell owing for watering and settling and shall bear 1he same relations p to e finish grade that it did to the soil surface in the container.
D. Prepare depressed_ water basin _as wide as plant balls_ at osch plant Water 1horoughly, backfilling any votds wtth additional prepared planting mix.
14. PLANTING VINES, SHRUBS AND GROUNDCOVERS
A Vines aad shrubs shall be planted in pi.ts at least 18" greater in diameter than their ball of · earth and same depth as 1he rootball below the bottom of the ball. Compscted soil at bottom of pit shall be loosened and the pit filled with "prepared soil• to_the bottom ~f the ball. Wh~ 11 1he plant has been propedy set, the pit shall be filled to the required grade w11h "prepared sot! and thoroughly settled by tamping and watering. All vines shall be removed from stakes, wrtied, and securely fastened in an approved manner to the wall, fence or other surface next to which they are planted,
B.
C.
Prepare a depressed watorbasin_as wide as plant balls at each plant Water1horoughly, backfilling any voids wi1h additional prepared planting mlX.
Ground Covers: . . _. __ _.
1. Pits ror flat sized plants to be at least 6'x6~'. Oround cover areas shall be m01,== prior to planting. No flat plants shall be planted m d!y sot!. l. Sot plants in center of pits so that crown of plant will be lc,vol with finished grade after settling of soil. then backfill and water.
3. Flatted plants shall be well-rooted with runners at least4N but not more than 611 in length.
~s eu11.., --r• ......, ITII !TV n1n
15. TREES AND VINES OCCUR ING IN LAWN
Trees and vines occurring in lawn shall be plaoted before final proparatic,1 of those areas.
16. CARE OF PLANTS BEFORE AND DURING PLANTING
Plants shall not be allowed to dry out before or while bang planted K""I? ""Posed roots moist by means of wet sawdust., peat moss, or burlap at all times during plantmg <;>perations. Do n'?1 ex.pose roots to the air except while being placed in the ground Wilted plants, whether m place or not, WIil not be accepted and shaJl be replaced at the Contractor's expense.
17. WATERING BASINS
A. Construct a fully compacted mound of soil around eacb~e~plant to form a watering basin at the edge of and following the shape of the planting pit area Mounds for trees and for vines from 5-pllon or lqer containers, shall be at least 6• hi.sh. Mounds for all oth~ trees, vines, or plants not. otllerwise specified shall be at le.as~ 611 high. ,Excavated eru:'11, 1f capable of retaining water may be used. Any settlement within the ba.,1ns after watenng, shall be refilled to the reqttlred grade with prepared soil, and additional nitrogon-stabilized sawdust workal into the surface as required to restore the mulched condition.
B. At the end of tbe 90 day maintenance period all waterilltl basins in lawn areas shall be leveled to finish grade and the area.shall be sodded with the specified sod. 111. WATERING
A. lmmediatdy aftor planting, water shall be applied to each tree by moans of a h'?9". The water shall be applied on a moderate stream in the planting boles until the material about the roots is completely salllrated from the bottom or the hole to the top or the ground.
B.
C.
D.
Plants which cannot be watered efficiently with the e.tisting watu system shall be watered by means of a hose.
Apply water In sufficient quantities, and as often .. seasonal conditions require,. to keep 1ho srocmd wet at all times, well below the ~ system of grass and planting. Care ts to be taken in watering slopes so as not to cmme erOS1.on damage.
Following the planting of ground cover plants limshed in flats, each plant shall be immediately and thoroughly watered by means of e hose with a slow-runmng stream of water.
19. TREESTAKING
A Stake all trees not to be guyed at time of planting, by placing stake in 1he prq,an,d hole and · drivins stake 3611 into solid ground. Plant the tree as close to the stake as possible without crowding the roots. FastC!J-the .tree to the~ ~ of stake in at least three (3) plaoes-using method spOCified 111 construction drawmgs.
B. Trees, 36' box size or lar!l"', shall be immediately !!UY°'! after planting. Use not less !ban three guys per lrcc, or as directed by the Landscape Architect.
1. Protect bark of tree by covering wire with green 112• diameter new rubber hose.
2. Ouys to be anchomd with •Duck Bili ■ type anchors or approved c,quel
3. OUy wires shall be 112 ga. galvanized wire. Mark llUY' wi1h 3'-0" long 112' dia white PVC pipe.
20. ESPALIERING OF VINES:
All trellises and stakcz are lo be removed from plant.s, and the plants shall be fastened and trained against fences or walls a; directed by the Landscape Architect.
21. CERTIFICATES:
In addition to any other cortificatoo specified tho Contractor shall furnish a certifioate wi1h each ddivery of bulk material, stating 1he source, quantity, anr type of m"'?"1al '!"d that the m:itcnal conforms to the specification requiremmts. F~ bulk delivered orgmuc fei:tali~, the certificate_~! also state the volmne, net weight., percent of mlf?gen, pel'(_=lt ~f phosphonc a~d. For e:ach fertih'lff and soil conditioner in containers a similar certificate or mv01cc shall be funushed stating total quantities by weight and volume fO'f each material. These ~ficates sh~l be submitted to the Landscape Architect and Owner pnorto the start of 1he mamtenance penod. 2Z PROTECTION:
The Contractor shall carefully and CO!llinuously protect all areas included in the contract, including plant materials, fences, supports, etc., until final acceptance of the work by the Landscape Architect and Owner. ·
23. MAINTENANCE:
A. The.Contractor shall maintain asulllcientmnnbor oCmcn and adequate equipment to perform the work herein specified. Plant maintenance work shall corunst ?f applyn!-g wabr, weeding, carinfl for plants, including ground covers, ~bs and trees, edgmg, aerating, and mowing of lawns, fertilizing and control of pests and diseases.
B. Damage to any planted area shall be repaired immediately. Dsprmsions caused by vehicles or foot tr.lffic shall be filled with topsoil, leveled and replanted Exterminate gophOtll and moles, and repair damage.
c. The entire project shall be maintained for a pcrlod oC 90 days, comdscapmcnclng fromhi thedtlmlh• all itmns of work have beel.\-"COmpleted to the satisfaction of 1he Lan e Arc tect an e D.
Owner.
The project shall be so cared for that a IICSt and clCS11 conditiOI_t will be presented at all times to the satisfaction of the Owner and the Landscape Architect.
24. LAWN MAINTENANCE
A. Wateriog: Water every day once per day for two (2) weeks th- am! lherrghi(b,lly reduce frequency of watering to three (3) times per week. 1be ~ntractor shall oontinue to maintain the lawn until the final acceptanoe by Landscape Architect and the Owner.
B.
C.
D.
Fert!Iizing: Apply 16-6-8 at the rate oC 6 pounds por 1,000 square feet three (3) """'1<s a1'tor installation and water immediately thereafter.
Diseases and Pest Controt Two (2) weeks after installation of lawn. apply • granular mercurial fungicide of 1.8% mirourous cbloride as per manufacturers recommendation.
Mowing: 'l11e lawn shall bemo'!e[J ~a height of 1-1/211 with.arotaiy_mower, ~ped with rollers, before it reaches 2" an height Collect grass dippmgsduringmOW1Jl8 operations and remove from the site.
After each cut1ina the edge of the grass shall be trimmod to a neat and uniform line. The lawn edges shall be maintained in a neat condition at all times.
25. GROUNDCOVER AND SHRUB MAINTENANCE
A. Watering: Now plantings shall bo watered once per day for two (2) weeks after installation. Reduce watering to every other day for the next two (2) weeks. Watff thereafter three (3) times per week mtil final acoeptance.
B. Fertilization: Fertilize 1hrce (3) weeks after planting witb 5 pounds 16-6-8 per 1,000 square feet; fertilize thereafter every 30 days.
C. Disease and Pest Control: For control of alugs and snaid·1s, applty pe(l2letl) zedkstri~tercium arsenate 5% by weight as per manufacturers recommen ations wo wee ,. . .
D.
E.
inst.allation. For control of cutworms and other soil ins~, apply_ Metro ~d solldrin as per mm1ufacturer's recommendations two {2)_ weeks after U1Stallati.on. This product contains Dield:rin, Lindane, and Phosphomthioate.
&.terminate gophers and moles and rq.,air damages.
Pruning· All shrubs and trees shall be pinch pruned as ...,..sary to encourage now growth~ t.o eliminate rank sucker growth .. Old flowers, dead foliage and limbs $all be removed. No major pruning shall be done without the approval of the Landscape Architect.
Weedins: All plenttng ereas including lawn, ground cover, and shrub areas, shall be kept wood-free at all times. Weeds shall be dug out by the roots and disposed of off 1he site.
Upon completion of the 90 day maintorumco period, 1he Contractor shall fertilize por B, 2 and c, 2 of this section.
26. GUARANTEE AND REPLACEMENTS:
A. All shrubs and ground cover shall be guararrteed by 1he Cootractor_ as to growth _md health for a period or 90 days after completion of the spoc,fied mmntorumce penod, and/or final acceptance by the Landscape Architect. All trees up to 20'' ~oxes or I~, and all field grown specimens shall be guaranteed by 1he Contractor _to hve and grow m an acceptable upright position for a period of one year after comple1;ion of the specified maintenance period, and/or final acceptance by the Landscape Architect.
B. All plsnts that show signs of failing growth at any time during dam1he lifoedof theto~~<Jt,them including the mainterumce period or those plants so tnJured or ~ . as 1,;,1~ C.
W18llltable for the purpose intended, shall be immediately replaced m kind and SJ.ze at the expense of the Contractor.
The con1ractor, within five (5) days of notification by tho Landscape ~tect. shall remove and replace all guaranteed plant materials which for any reason fail to ~eet the guaran~. Replacement shall be made with plant materials as indicated or speafied for the original'planting. and all such replacement materials shall be guaranteed as specified for the original guamnteed mat.mi.als.
27. CLEANUP .
upon completion of the wort in this section, Contractor shall remove all rubbish,_ 1raSh and de~ns rt:sulting form the operations, remove disused equipment and implemmts of sern.ce; leave~ area involved in a neat and acceptable condition such as to meet approval of Landscape Architect, 211. HYDROSEEDING (GROUNDCOVER AND TURF).
Matccial Applicatioo and Rqlripmcot
a. Mixing shall be perfomed in a tank with a built-in continuous agitation and recirculation system of suff1aent operating '?3P3-CJ.ty to prod_uct a homoaenecrus slurry of fiber, seed, fertilizer and water in the designated proportions~ a discharge system which will apply the slurry to the area to be treated at. a amtinuous and unifonn rate.
b. Loading and mixing: Wi1h agitation system operating at part speed_ water shall be added to the tank and a good circulation shall be established. materials shall be added t.o the tank in such a manner that they are uniformly blended into the mixture in the following sequence:
-4,100 gal. water/acre (1.500 gal. tank - 3 tanks/acre) 1,500 lbs.lacre Con-wed fiber
100 lbs.lac-re Ecology Control M Binder
300 lbs.lacre 12-12-12 commercial fertiJizer
100 lbs.lacre soil sulfur
29. WEED ABATEMENT PROGRAM
Upon completion of the irrigation system and after all e.tisting weeds have been removed from the planting areas, the following weed prevention shall be used:
Apply f611ilirer mixture by sprey per aero as follows:
300 lbs. 12-12-12 commercial fertilizer.
, 300 lbs. urea fomaldohyde
' !,(JOO lbs. agricultural 8YPSUJO
Apply post-emergent bemicide as N!COlllmendod by a Iiconsed pest control advisor to be compatible with the seeded plant van.eties.
Apply mixtures per the following time schedule:
Fertilize I Water
Wait
Spray the post-emergent Pest control
Advisor recommendetions
Fertilize I Water
Spray Weed Mixture
F611ilize I Water
Spray Weed Mixture
Grub I clean all areas to prepare for
seeding plant
TOTAL
SOILS TEST NOTE
21 days
2days
7-10 dayli
14 days
7 days
14 days
7 days
23 days max.
100 days max.
The landscape contractor shall provide for 011d have perf onned a site-specific agronomic soils ~ report on samples taken from at team: four (4) separate areas contained in this project. 'lbe soils test shall mclude recommendations for amendments to ground cover areas, tree/shrub backfill, and hydro-mulch fonnula The contractor shall provide tho Landscape Architect and Owner with one (!) copy each of said report for review prior to start of construction
LANDSCAPE ARCHITECT
-=~=---•-_ _:__:_ :./...:;..:. '. ~-"-~===::-_------___ _,,4,...hR-t/..,....12-l~ VWD DWl"l R.L.A. 1801 DATE NO. ANDREW C.N. BOWDEN
fSHEE'f] CITY OF CARLSBAD ~
1----1------4---------------+---t----t--~--, ~~=1='..::::=EN=G=l=N=EE=R=l=NG:::::::D=E=PA=R=T=M=E=NT=:::...':~==1 ~ IMPROVEMENT PLANS FOR:
1\/AI Q POINSETTIA LANE
AT LA COSTA GREENS
11> /21 /os LANDSCAPE SPECIFICATIONS
i::iA~ xxxxxxxxxx DATE ~--1---+-------------+--t---i--,--"1 I ~R~v:~~~ ~ ~/,A~~ ~~-----
l-------------.--------1CAfl'~RAnu11~11~1 ~IE'BJcni1
1 1S]QITIBJ~,~==±=j================t==+==1~==J:=~~b~r1f'i~Y~½~NG~IN~E~~:3::::::::;R~-~c~~W..~-=~====E=X=P=·===;;===DJ===f 12-~V~WW l!lY: DWN BY -:--:-:-- ' PROJECT NO. DRAWING NO. L • • o , c • • • A • c • " • c T u • • Cl\ /' , 11 '2;, /,,,. DATE INITIAL DATE INITIAL DATE ~TIAL CHKD BY: ~ CT99 _ 03 397 - 2I '" •. ..... ...... ~ ~- ~ ,: ., ROBERT J. WOJCIK ACE - 33968 ~E REVISION DESCRIPTION OTHER APPROVAL arY APPROVAL RVWD BY: / ,~ '- ,..,. •·(•:~•~•~'~"~'~•
0 ~•:•~•~•~••~
7 ~•~•-----------------------------------------------~--------~~IN~5~~~=~=0=11!,==========~==i=l!!,-===D=l::S:T::R:l::C::T:::::E:N:G:l:N:::E:E:R:::::==========~~EI\Klll-EEROFWOR< ' - ~4g) ~(0~48:1.2 ~
'
VWD 02-002
8 a:
!i
030603
GENERAL NaTES
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER DR ENGINEERDF-WDRK FROM RESPONSIBILITY FDR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TD THE CITY ENGINEER FDR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FDR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TD PERMIT ISSUANCE, A
CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FDR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A" AND A SIZE CATEGORY OF CLASS VAS ESTABLISHED BY "BESTS" KEY RATING GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TD THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT.
7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER.
9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TD FINAL ACCEPTANCE OF THE WORK BY THE CITY.
10. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A! SUMMARY SHEET, (BJ LABORATORY WORK SHEETS AND (CJ COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT($) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TD THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK(438-3634! AT LEAST FIVE!5J WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING.
13. ALL ·INSPECTION REQUESTS OTHER THAN FDR PRECONSTRUCTIDN MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760! 438-3891.JNSPECTION REQUESTS MUST BE RECEIVED PRIOR TD 2:00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE ANO FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS AND REGULATIONS.
15. THE CONTRACTOR SHALL CONFORM TD LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TD THE CITY ENGINEER AND/DR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING DR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5' ! OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TD EXCAVATION.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY. AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO.
17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP. REPAIR, ARRIVAL. DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND
SUNSET EACH DAY, MONDAY THROUGH FRIDAY AND ND EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. /A LIST OF CITY HOL!DAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER. J
18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TD THE
CITY ENGINEER FDR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE DR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
19. ND BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM.
20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TD THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES DR STRUCTURES NOT SHOWN DR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES DR STRUCTURES NOT SHOWN.
21. THE· CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND ANO UNDERGROUND! WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK.
22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW! AT LEAST TWO FULL WORKING DAYS PRIOR TD STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT 1-800-422-4133
SDG&E (619)696-2000 PACIFIC BELL (800)750-2355
ADELPHIA COMMUNICATIONS /760!438-7741
CITY OF CARLSBAD(STREETS AND STORM DRAIN! (619!267-3777 CITY OF CARLSBAO(SEWER,WATER & RECLAIMED WATER! /760)838-4681 . . SAN DIEGUI-TD WATER DISTRICT 1760)633-2650 LEUCADIA COUNTY WATER D ISTR JCT I 760 ! 753-0155
VALLECITOS WATER DISTRICT /760)744-0460
DLIVENHAIN WATER DISTRICT /760!753-6466 BUENA SANITATION DISTRICT /760!726-1340 * AS APPROPRIATE
~-n Kimley-Horn
~-LJ and Associates, Inc.
Ef'!gineering, Planning end Environmental Consu!i-Gnts
517 Fourth Avenue - Suite 30! - Son Diego, Ca. - 92101
Tel; {6i9} 234-94!! Fax1 (6!9l 234-9433
-----'----
'l \ \\"\\'1 / ~
"~ ~=~fJiRf;-~/ PO INS ETTI A LANE~~----.-
~ 22-~ ·. //1lir(f . AT BRESSI RANCH :':::::_-_~------- / ) I ( ( I ~ ~ \" ~~\}n \ ~-----
, 1 \ \ I ' / ~ I & \ \ I ~ ~.-~~~ \ \:\ I ~W-:· ;~::::,.,,.--:~'---- ; ! JI ;1 / L \ / / & ,.i,.--~.d~ .-/~;;;---·, .. ! I I, \ ... i,.......... :...-----=-~1 ~~ ~ ::.=:- .::=; I . ~ I I \ • J ' \~<7 '-------~~ ' I
:::;;_;;;:::;;-: . /1 . .. .. ----· _...-- .
~.,:.-:,,:,-"'
~~--·_,,.--·~,~e~,;:;~~
__;
KEY MAP LEGEND:
(
\ I
\ I I
'
WORK TO BE DONE
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDNiCE
THE FOUINIING DOCUMENTS.CURRENT AT THE TIME OF CONSTRUCTION. AS DIRECTED BY THE CITY ENGINEER.
/. CARLSBAD MUNICIPAL CODE
WITH
2. CITY OF CARLSBAD STANDARDS FOR DESIGN NiD CONSTRUCTION OF PUBUC WORt<S IMPRrNEMENTS IN THE CITY OF CARLSBAD.DATED 4/20/03
3. THIS SET OF PLANS
4. RESO/JJTION N0.5206. DATED JULY 9.2002.
5. THE STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION (GREEN BOOK!.
6. SOILS REPORT AND RECOMMENDATIONS BY LEIGHTON & ASSOCIATES DATED 3/14/01 AND 9/12/01
7. THE SNi DIEGO AREA REGIONAL STANDARD DRJ#{INGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DATED N/A
9. THE CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS AND SPECIFICATIONS FOR WATER.SEWER AND RECLAIMED WATER.
10. VALLECITOS WATER DISTRICT STANDARD DR/#1/NGS AND SPECIFICATIONS. (fGEND
ITEM STO.l)NG. SIMBOL QUNfffTY "
EXISTING STORM DRAIN ___________ _
EXISTING GA$ ______________ _
SUBDIVISION BOUNDARY
PROPOSED TOP OF CURB __________ _
DETAIL REFEFIENCE __ DETAIL IETTER SHEET WHERE SHONN
A.C.rNERLAY _______________ _
TRENCH RESURFACING ___________ _
PAVEMENT SCHEDULE J _____ SDG--113 ____ _
51#/CUT ________________ _
STREET UGHT _______ SDE-!01.E-!_1 __ _
EXISTING STREET UGHT __________ _
3 3 3 3
WATER VALVE -----W2.Wf3,W/6,Wf1,SON-l09-W=JS!A. ....
----·--G
~
~
le< · i
V///77777)
· 153.076 SF
7 ------12.
IMPRWEMENT PUN SHEET NUMBER @] DECLARATION OF ENGINEER OF WORK: CITY OF OCEANSIDE '• 6"FIRE HYDRANT W/THREE WAY APRON ------5
NEW STREET UGHT
PROPERTY UN£
NEW FIRE HYDRANT
WATER UN£
RECLAIMED WATER UN£
SEWER UN£
:a:
"°'
I HEREBY DECLARE THAT THE DESIGN OF THE IMPROVEMENTS AS SHOWN
ON THESE PLANS COMPLIES WITH PROFESSIONAL ENGINEERING STANDARDS AND PRACTICES. AS THE ENGINEER IN RESPONSIBLE CHARGE OF THE DESIGN OF THESE IMPROVEMENTS. I ASSUME FULL RESPONSIBLE CHARGE FOR SUCH DESIGN. I UNDERSTAND AND ACKNOWLEDGE THAT THE
SIGNATURE OF THESE PLANS BY INFRASTRUCTURE ENGINEERING CORP .. FOR THE VALLEC!TOS WATER DISTRICT. AND THE REVIEW OF THE PLANS BY THE VALLEC!TOS WATER DISTRICT. IS A REVIEW OF GENERAL COMPLIANCE ---w--- WITH DISTRICT STANDARDS. THIS APPROVAL IS NOT A DETERMINATION
OF THE TECHNICAL ADEQUACY OR ACCURACY OF THE DESIGN OF THE - - - -RCN- - - - IMPROVEMENTS. SUCH APPROVAL DOES NOT. THEREFORE, REL I EVE ME OF MY RES PONS I 81 Li TY FOR THE DES I GN OF THESE IMPROVEMENTS. --.-5--- 1 I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN ON THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE. AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
STREET NOTES I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS 1 •
2. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE
TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE
OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS,DN THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS
AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FDR REVIEW AND APPROVAL A MINIMUM OF TWO /2! CITY WORKING DAYS BEFORE THE WORK BEGINS. -
STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS,UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUMINAIRES SHALL BE "CUT OFF" TYPE.
3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
REVIEW
g._/4/6S
DATE:
PROJECT LIJCAT!ON
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(SJ 213-030-/8 .
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS
(2-4" PORTS AND 1-2.5' PORT! ___ M-/9,\V;IE.3 ___ _
6" TYPE 'G' CURB & GUTTER .................. _. G--2,SDG-/00 __ _ .., 8' MODIFIED TYPE '8-r MEDIAN CURB-- G-6!SDG-/OO __ _ ' t-i ~ CITY OF VISTA 3
"',.__J'J/&1.e._,+- PROJECT WATER MAIN (PVC! CL-150 ....... SDN-IOO!ll-25.W-22)1121 __ _ , (SIZE PER PLAN! ,;", t SI TE AUTOMATIC AIR & V AC
"'°'--'"i;l.,\Y,Jl;cos VALVE ASSY IZ'J
4 __ SIJW-!DOSDN-!fTYt-4.W-3.-._
____ wdw-J4
~
VIC!,NITY MAP
NOT TO SCA[.£
Z' BLON OFF ASSEMBIY
4' BLCM OFF ASSEMBIY
Z' MANUAL AIR & V AC
VALVE ASSY
----W/13 ____ _
3 ----W6 -----
SEWER MAIN !PVC! __ _ 3
SDS-!OISDS-IDO.S-19.S,~--/SIZE PER PLAN!
SEINER ACCESS HOLE---- 5-!154;5!3 ____ _
IZ' RECLAIMED WATER -~ (CL-J50 OIPJ
(V Al1£CfTOS WATER DIST.! W-r/)N-Jlf;W-i,t
3 IZ' RECLAIMED WATER (C.M!II.DJ·······SON-/DO!ll-25.W-22/ll21--··-· !P.V .C.SIZE PER PLAN!
GUARDRAIL------ M-30, M-3/.M-34,M-35---
STREET MONUMENT M-10.M-II.M-/2,M-/3 ----
6' IC BERM G-5-------
4' CHAIN UNK FENCE .... ----M-6 -------
MEDIAN PLANTER BOX IT'f Pt .... ________ _
"' CONTRACTOR TO VER I FY
LEGEND NOTES
-Ill
•
--- --- -Ill
--@---
-------
-------
ALL QUANTITIES
I. AS MODIFIED BY THE CITY OF CARLSBAD ST AIIDARDS.
---- 4902 !.F
4991 LF
---- 397/LF
2 ff
3 9
-----2496
------8
----2510 LF
----1122 LF
----2153 LF
------6
261 LF
2061 l.F
4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LDAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TD 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER SDRSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FDR SOR 35 SOLID WALL PIPE.
NAO 83 N 1.987.000 E 6.254/JDO. SHEET INDEX 2. CITY OF CARISBKJ SUPPLEMENT AL STD.[Jl(G:S.
3. C.M.WJJ.STAIIDARD DRJiHINGS IWD SPECIFICATIONS.
ONG.NO. SHEET NO. DESCRIPTION 4. V !IIJJ.ST IWDARD DRI/NINGS AND SPECIFICATIONS.
5. WHERE AN EXISTING PIPE LINE IS TD BE ABANDONED IT SHALL BE REMOVED
WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE DR REMOVED AS APPROVED BY THE CITY ENGINEER.
6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE.
7. STREET TREES SHALL BE INSTALLED PER SECTION IV 0.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL.
8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M19.
9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED. AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT.
1D. TWO (2! SETS OF SURVEY <CUT! SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR.
SUWEY MONUMENTS
CONTRACTOR SHAJJ.. BE RESPONSIBLE FOR ANY MONUMENT AT/ON AND/OR BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHAJJ.. BE REFERENCED ANO REPLACED WITH APPROPRIATE MONUMENTATION BY A UCENSED LAND SURVEYOR OR A REGISTERED CIVIL ENGINEER A/.ffHOR/ZED TO PRACTICE LAND SURVEYING.
A CORNER RECORD OR RECORD OF SURVEY.AS APPROPRIATE,SHAJJ.. BE FILED BY THE UCENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AS REQIJIRED BY THE LAND SURVEYOR'S ACT. 397-21< 2-3 NOTES AND DETAILS
397-21<
397-21<
397-21<
397-21<
397-2K
397-2K 397-2K
4-7
8-9
10 11-13
/4-!1
18-34 35-36
IMPRrNEMENTS
STRIPING AND SIGNING
TRAFFIC SIGNAL
POTABLE WATER PRESSURE REDUCING STATION
CATHODIC PRIJTECTION
IRRIGATION AND LANDSCAPING
RCW PRESSURE REDUCING ST AT/ON
REFERENCE DR/>WINGS VALLECITOS WATER DISTRICT VALECITOS WATER DIST. ''AS BUILT" EL CAMINO REAL - ENC/NIT AS TO CARLSBAD CARLSBAD TRACT 92-3 RNiCHO CARILLO - POINSETTIA LANE
WHF PROPEf{fY IMPRWEMENTS
WHF PROPEf{fY GRADING LAND OUTFALL SEWER REPLACEMENT
RS./800-1
ONG.N0.341-5
ONG. NO. 331-1
ONG. NO. 317-6
ONG.N0.317-6A VWD ONG.N0.2111-00I-OI BY,a;; C ~-;(7/4
ft,' PRESTON H. LEWIS, P .E. DA TE
R.C.E. 45927, EXP. 12/02
KHA
f---+----1-----------------+---+---t----1----1
IMPORT ANT NOTICE ClTY OF CARLSBAO FIRE DEPARTMENT CARLSBAD MUNICIPAL WATER DISTRICT Section 4216/4217 of the Government Code
requires that Dig Alert Identification
Nurrt>er be issued before a
"Permit to Excavate" wi I 1 be val id~
For your Dig Alert I.D. Number cal I
Underground Service Alert
TOLi. FlltlEE 1-800-422-413:5
Two working days before you dig.
REOU IREMENTS:
NO. OF F.H.(s) 'J F. FLOW \'20UG.P.M. OUT
OF -2z_F.H.(s),
BLDG. SPR!NKELD YES/NO F. FLOW G.P.M.
FIRE MARSHAL DATE
ROBERh.'oJciJ< ct=
DISTRICT ENGINEER
DATE
DA TE INITIAL
ENGINEER OF WORK REVJSiON DESCRlPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
SHEET
FOR GRADING & DRAINAGE
SEE DRAWING 397-2J
REVIEWED BY:
DATE
SHEETS
ENGINEERU'<IG DEPARTMENT 36 I CITY OF CARLSBAD I
~-- ~--
JIIPROIEIENT Pl.ANS FOR:
POINSETTIA LANE
AT BRESSI RANCH
TfflE SHEE:T
APPROVED: GLEN PRUIM_,I'"
,,_J •. .,
DWN BY: ~~~·1 I PROJECT NO.
~~~i i~=, --e,:;;" CT99-03
:JJJ.7-/,,, 3
' D}.. TE
I DRAWING NO.
397-2:K.
VWD 02.·{)04
. ·------- ---------·----~ - -- ____:__, __ ·,_
---
. ......
SPECIAL NOTES:
THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF WORK. THE CITY ENGINEER'S SIGNATURE ON THESE.PLANS DOES
NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES AND THE CITY WILL NOT BE HELD RESPONSIBLE FOR THEIR ENFORCEMENT.
1. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND
MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY ANO HEAL TH STANDARDS, LAWS, AND REGULATIONS.
2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING: SAFETY OF ALL PERSONS AND PROPERTY, AND THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LI MI TED TD NORMAL WORK ING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY
AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE
OF WORK ON THIS PROJECT EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
3. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT ALL SLOPES, STREETS, UTIL !TIES, AND STORM DRAINS ARE BUILT IN ACCORDANCE WITH THESE PLANS. IF THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY CALLING THE ENGINEER OF WORK AT 234-9411. THE CONTRACTOR
SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS (SAND BAGS, HAY BALES, TEMPORARY DESILTING BASINS, DIKES, SHORING, ETC. J UNTIL SUCH TIME THAT THE
PROJECT JS COMPLETED AND ACCEPTED FOR MAINTENANCE BY WHATEVER OWNER, AGENCY, OR ASSOCIATION IS TO BE ULTIMATELY RESPONSIBLE FOR MAINTENANCE.
4. EXCEPT AS NOTED HEREON ALL UTILITY SERVICES WITHIN THIS PROJECT ARE UNDERGROUND INSTALLATIONS. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY AND PACIFIC BELL PRIOR TO STARTING WORK
NEAR THEIR FACILITIES, AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. FOR UTILITY MARK-OUT SERVICE, CALL 1-800-422-4133.
5. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES
SHOWN ON THESE PLANS WERE OBTAINED FROM A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO OTHER EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR JS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHERS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ALL
DAMAGES THERETO CAUSED BY THE CONTRACTOR SHALL BE REPAIRED TO THE
APPROPRIATE SPECIFICATIONS AND STANDARDS AT THE EXPENSE OF THE CONTRACTOR.
6. LOCATION AND ELEVATION OF EXISTING IMPROVEMENTS TO BE MET BY WORK TO
BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK.
7. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING
UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES.
8. WHERE TRENCHES ARE WITHIN 10 FEET OF FUTURE BUILDING SITES, SOILS REPORTS SHALL BE SUBMITTED TO THE ENGINEER OF WORK BY A QUALIFIED
SOILS ENGINEER WHICH CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS
DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH THE ON-SITE EARTHWORK SPECIFICATIONS.
9. ANY WORK DONE WITHOUT INSPECTION OR MATERIALS TESTING JS SUBJECT TO REMOVAL OR CORRECTION.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ANY DAMAGE TO THE
EXISTING IMPROVEMENTS AND REPLACEMENT TO THE SATISFACTION OF THE FIELD ENGINEER.
11. ALL EXISTING FACILITIES AND IMPROVEMENTS WHICH CONFLICT WITH PROPOSED GRADING SHALL BE REMOVED PER THE RECOMMENDATIONS IN THE SOILS REPORT. 12- CONSTRUCTION EQUIPMENT SHALL BE PROPERLY OUTFITTED AND MAINTAINED WITH NOISE REDUCTION DEVICES TO MINIMIZE CONSTRUCTION-GENERATED NOISE.
WATER NOTES
1. WATER MAIN AND APPURTENANCES SHALL 8£ CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD MUNICIPAL WATER DISTRICT'S PROCEDURAL GUIDE - GENERAL
DESIGN REQUIREMENTS AND STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION OF PUBLIC POTABLE WATER FACILITIES,DATED OCTOBER 1993, OR THE LATEST REVIS I ON.
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF
OF OSHA NOTIFICATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS.
3, BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING c.M.w.o.
LINES. A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST
BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT SUPER I NTRNDENT.
4. A PRECONSTRUCTJON CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION (TELEPHONE N0.[760] 438-3891 J FOR SCHEDULING.
5. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT,
ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO
COMMENCEMENT OF WORK - ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER.
6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF
THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.
7. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR
THE CONSTRUCTION OF RECLAIMED WATER MAINS - CARLSBAD MUNICIPAL WATER DISTRICT", OCTOBER 1993 OR AS AMENDED-
8. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS
TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN
ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION.
ri•n Kimley-Horn
hiJ_.LJ and Associates, Inc.
Engineering, Planning and Environmental Consultants
517 Fourth A venue - Suite 301 - Son Diego, Ca. - 92101 Tel: (619) 234-9411 Fax, (619) 234-9433
SEWER NOTES
1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD MUNICIPAL WATER DISTRICT'S SEWER SYSTEM - DESIGN CRITERIA, STANDARD DRAWINGS AND SPECIFICATIONS", AND THE STANDARD SPECIFICATIONS, MARCH 1993, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION /GREEN BOOK).
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS.
3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT.
4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED.
5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. (TELEPHONE NO. [760] 438-3891!
VALLECITOS WATER DISTRICT
GENERAL NOT£S
1. ALL WATER AND SEWER LINES TO BE INSTALLED ACCORDING TO THE CURRENT STANDARD
SPECIFICATIONS OF THE VALLECITOS WATER DISTRICT FOR THE CONSTRUCTION OF WATER AND SEWER FACILITIES.
2. WATER LINES SHALL HAVE A MINIMUM COVER OF 36 INCHES. SEWER LINES SHALL HAVE A MINIMUM COVER OF 5 FEET.
3. CONTRACTOR SHALL NOTIFY THE FOLLOWING AGENCIES 48 HOURS PRIOR TO CONSTRUCTION.
VALLECJTOS WATER DISTRICT
COX COMMUNICATION s.o.G. & £.
PACIFIC BELL
UNDERGROUND SERVICE ALERT
1-760-744-0460
1-800-227-2600 1-800-227-2600
1-800-227-2600
1-800-227-2600
4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL SUBSTRUCTURES, WHETHER SHOWN ON THE PLANS OR NOT, AND PROTECT THEM FROM DAMAGE. THE ACTUAL LOCATION AND DEPTH OF ALL EXISTING WATER AND SEWER
LINES IS TO BE VERIFIED BY THE CONTRACTOR AND ANY DISCREPANCY JS TO BE BROUGHT
TO THE ATTENTION OF THE ENGINEER OF WORK FOR CORRECTION AND THEN SUBMITTED TO THE DISTRICT FOR APPROVAL.
5. NEITHER THE ENGINEER, OWNER NOR THE VALLECITOS WATER DISTRICT SHALL BE RESPONSIBLE FOR THE ENFORCEMENT OF SAFETY STANDARDS.
6. A PRECONSTRUCTJON CONFERENCE MEETING SHALL BE HELD A MINIMUM OF THREE 13! WORKING DAYS PRIOR TO CONSTRUCTION.
7. A SIGNED SET OF IMPROVEMENT PLANS DOES NOT IMPLY THAT CONSTRUCTION MAY BEGIN. THE CONTRACTOR MUST CONTACT THE VALLECITOS WATER DISTRICT ENGINEERING DEPARTMENT.
8. ANY CHANGES IN THE APPROVED IMPROVEMENT PLANS MUST BE REVIEWED AND
APPROVED BY THE DISTRICT PRIOR TO THE INSTALLATION OF SUCH CHANGES AND THE CHANGES SHALL BE SHOWN ON THE IMPROVEMENT PLANS.
9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO MAINTAIN AT ALL TIMES ON THE JOB SITE, AN "AS-BUILT" RECORD OF ALL WATER AND SEWER MAINS AND APPURTENANCES INSTALLED UNDER HIS CONTRACT AND PROVIDE SAID RECORD TO THE ENGINEER AT THE COMPLETION OF THE CONTRACT. THE ENGINEER SHALL PROVIDE TWO (2J BLUELINE SETS OF "AS-BUILTS" TO THE DISTRICT PRIOR TO THE WATER AND SEWER SYSTEM BEING PLACED INTO SERVICE, AND A FINAL "AS-BUILT" MYLAR AS A CONDITION OF ACCEPTANCE OF THE WATER AND SEWER SYSTEM.
10. ALL CONTRACTORS WORKING IN THE PUBLIC RIGHTS-OF-WAY SHALL OBTAIN A SEPARATE ENCROACHMENT PERMIT OR EXCAVATION PERMIT FROM THE APPROPRIATE AGENCY. INSPECTION OF ALL WORK IS REQUIRED. FORTY-EIGHT /48) HOURS ADVANCE NOTICE IS REQUIRED FOR INSPECTION. NO WORK SHALL BE PERFORMED IN THE PUBLIC
RIGHT-OF-WAY ON SATURDAYS, SUNDAYS OR LEGAL HOLIDAYS WITHOUT THE EXPRESS PERMISSION OF THE DISTRICT ENGINEER.
11. .UNLESS OTHERWISE SHOWN, SEWER LATERALS AND WATER SERVICES SHALL BE RUN PERPENDICULAR TO THE MAIN.
12. ALL WATER LINES SHALL BE ASBESTOS CONCRETE PIPE, CLASS 150, OR AS NOTED.
ALL SEWER LINES SHALL BE BELL AND SPIGOT VITRIFIED CLAY PIPE, OR AS NOTED.
13. THE CONTRACTOR SHALL TEST HIS LINES AGAINST HIS OWN BLOCKING AND NOT AGAINST DISTRICT VALVES.
14. ALL WATER SERVI CE OUTLETS SHALL BE ONE INCH I 1 "J DIAMETER COPPER P !PE UNLESS OTHERWISE NOTED, AND SHALL BE MARKED ON THE FACE OF CURB WITH "W".
15. 16.
17. 18.
19. 20.
21. 22.
UPON CONNECTION OF THE NEW WATER SYSTEM TO THE EXISTING SYSTEM, ALL VALVES ON THE EXISTING ANO NEW SYSTEM SHALL BE OPERATED ONLY BY DISTRICT PERSONNEL- THE DEVELOPER OR CONTRACTOR SHALL NOTIFY DISTRICT 24 HOURS IN ADVANCE OF ANY PLANNED SHUTDOWN TO HAVE DISTRICT OPERATE VALVES.
ALL ABANDONED SEWER LATERALS SHALL BE CAPPED AT THE PROPERTY LINE. ALL ABANDONED WATER SERVICES SHALL BE SHUT OFF AT THE MAIN, AND THE CONNECTION SEVERED. BAILS AND SERVICE SADDLES OTHER THAN BRASS SHALL BE REPLACED PRIOR TO ABANDONMENT. RELOCATE EXISTING SERVICES AS DIRECTED BY THE DISTRICT ENGINEER ..
ALL SEWER LATERALS, OTHER THAN VCP OR DIP MATERIAL, DAMAGED OR MODIFIED DURING CONSTRUCTION SHALL BE REPLACED IN FULL AS DIRECTED BY THE DISTRICT ENGINEER.
ALL LATERALS SHALL BE CONSTRUCTED TO A MINIMUM FIVE-FOOT (5' !.DEPTH /TO TOP OF P !PE J AT PROPERTY LIN£ AND SHALL BE CLEAR OF DRIVEWAYS. ALL LATERALS SHALL 8£ CLEARLY MARKED WITH AN "S" ON THE CURB AND SHALL BE SHOWN ON THE "AS-BUILT" DRAWINGS.
PRIOR TO ACCEPTANCE OF ANY SEWER LINE BY THE DISTRICT, ALL MAINS SHALL BE PRESSURE TESTED, AND FLUSHED CLEAN USING THE "WAYNE" BALL METHOD.
THE DISTRICT WILL NOT SUPPLY WATER OR SEWER SERVICE TO ANY PROJECT UNTIL ALL
PROVISIONS OF THE DISTRICT STANDARDS AND IMPROVEMENT PLANS HAVE BEEN MET, AND FINAL ACCEPTANCE OF THE PROJECT HAS BEEN GRANTED BY THE DISTRICT BOARD OF DIRECTORS.
RELOCATION OR EXTENSION OF AN EXISTING WATER METER SHALL MEAN INSTALLATION
OF THE METER AT A LOCATION IN CONFORMANCE WITH DISTRICT SPECIFICATIONS AS DIRECTED BY THE ENGINEER AND PERPENDICULAR TO THE MAINLINE CONNECTION, UNLESS OTHERWISE NOTED. SERVICE LATERALS OTHER THAN COPPER SHALL BE REPLACED TO THE MAIN. BAILS AND SERVICE SADDLES OTHER THAN BRASS SHALL ALSO BE REPLACED.
WATER SERVICES WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN
FULL BY A COPPER SERVICE PER DISTRICT SPECIFICATIONS AS DIRECTED BY THE ENGINEER.
RECLAIMED WAT£R NOT£S:
1. ALL RECLAIMED WATER MAIN ANO APPURTENANCES SHALL BE
CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION
RULES AND REGULATIONS FOR THE CONSTRUCTION OF RECLAIMED WATER MAINS - CARLSBAD MUNICIPAL WATER DISTRICT" OCTOBER 1993 OR AS AMENDED. R/W
10'
f
I R/111 102'
I
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM
THE DIVISION OF INDUSTRIAL SAFETY AND PROVIDE PROOF OF OSHA NOTIFICATION BEFORE ANY EXCAVATION AND SHALL ADHERE
TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY
ORDERS.
II' DE TRA L 82' 10'
3. BEFORE ANY CONNECTION OR SUT DOWN OF VALVES ON EXISTING C.M.w.o. LINES, A PERMIT SHALL BE OBTAINED FROM THE
C.M. W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY
DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT.
4. A PRECONSTRUCTJON CONFERENCE MEETING SHALL BE HELD A MINIMUM OF SEVEN ( 7J DAYS BEFORE CONSTRUCTION BEGINS. CONTACT CITY OF CARLSBAD ENGINEERING DEPARTMENT (619! 438-3891 FOR SCHEDULING.
5. THE CONTRACTOR SHALL NOTIFY CITY OF CARLSBAD ENGINEERING DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED - TELEPHONE NO. (619! 438-3891.
6. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE RECLAIMED
WATER LI NE EASEMENT, ALL EXISTING TREES AND STRUCTURES
SHALL BE REMOVED PRIOR TO COMMENCEMENT TO WORK - ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER.
A
R/W
10'
32' ie/
"
POINSETTIA LANE
SUBDIVISION BOUNDARY /68+71.96!
32'
{
I
NOT TO SCALE TJ=B.5
102'
I
82'
i 8' 32'
32'
B
C
TO EL FUERTE
R/W
20' WIDE I JO' S,
0 WER EASEMENT 7. ALL BURIED COPPER PIPING ANO APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF
DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND
DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN
ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER
AN ALTERNATE FORM OF PROTECTION.
8. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RULES & REGULATIONS FOR
THE CONSTRUCTION OF POTABLE WATER MAINS - CARLSBAD MUNICIPAL WATER DISTRICT" OCTOBER 1993 OR AS AMENDED-
~.,"" ,,V
,,,, Cf- 27.
NOTE:
' __,_ 2% ~
i··' ~l'i- ' = ..!"llll7l~ J1U/lll1llJi11111111(1f///11).,, = 2%
BUILDING CARLSBAD
POINSETTIA LANE
STREET IMPROVEMENTS
CONTRACTOR:
CIVIL ENGINEER: KIMLEY-HORN ANO ASSOCIATES, INC.
At«,! J. IWLCHIN
MAYOR PRO-TEM
RAMONA FINNILA
COUNCTL MEMBffi
CLAUDE A. 'BUD' LEWIS
MAYOR
I CtTY
SEAL
MATT HALL
COUNCIL MEMBER
JULIANNE NYGAARD
COUNCIL MEMBER
SECTION AND UNDERCUT TO BE DETERMINED BY SOILS SOILS
ENGINEER AND R VALUE 10' WIDE DC TRAIL IN SEWER tASE,oc:tv
POINSETTIA LANE
EL FUERTE TO SUBDIVISION BOUNDARY (93+67.66!
NOT TO SCALE
TYPICAL SECTION LEGEND
= CENTERLINE PROFILE ELEVATION
- TYPE 'G' CURB AND GUTTER IRSD G-2!
= 5' WIDE SIDEWALK IRSD G-7 J
= SCHEDULE 'J' PAVEMENT I RSD SDG-113 J
/MINIMUM OF 5"AC/6"AB, PER CARLSBAD STDS. J
ACTUAL SECTION TO BE DETERMINED BY R-VALUE
= 8" MODIFIED TYPE '8-1' MEDIAN CURB IRSD G-6!
ENGINEER OF WORK
CONTRACTOR TO REVISE SIGN /. r-, J
TO REFLECT CURRENT INFORMATION
BENCHMARK:
DESCRIPTION: STANDARD STREET SURvEY MONUMENT
LOCATION: STA288•89 EC ON CENTERLJNE OF
EL CAMINO REAL
RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL I"<"-(
RS-1800.288•89
ELEVATION: 311.40T MSi.
- I ~ .,., 17'--.... _,,I, -
- ., TlMl2..IJal"' J. DEWITT R.C.E. 46579 DATE
VALLECITOS WATER DISTRICT "AS BUil T11
~ VJ~ (";/,4-/0,
.,,9-- rJ --;? / R.C.E. fof'S?, EXP. c./-so(o? DATE
BY: (./---pz (./ ~ ~ -z,/7/42 REVIEWED BY: VWD DWG. r,o PRESTON H. LEWIS, P.E. DATE ~
R.C.E. 45927, EXP. 12/02 ( ~ _,
INS R DA 11:_
JSHFil· CITY oF cARLslBAD sH3EEr
>-----<f----+-----------------1-----+---+----+-----1 u__j ENGINEERING DEPARTMENT ,.., l----+----1-----------------+---+----l----l---l
IIIPROIEIIENT Pl.ANS FOR:
POINSETTIA LANE
AT BRESSI RANCH
IKJrES NID DETNlS
APPROVED, GLEN PRUIM 9Y
t----1----+----------------t-----t---+----t----t i,d-<'.s?!!,Li:.,,...e .. ~~',1'~1,_~~!',;'f,#!i!l!C="";...t.~_--, ____ .,;2./4~/,:; J CITY ENGtN«RR2:E. EXP. , DATE
DA TE INITIAL
ENGINEER Of WORK REVISION DESCRIPTION
DATE INITIAL DA TE INITIAL
OTHER APPROVAL CITY APPROVAL
OWN BY: =~~ PROJECT NO. DRAW1NG NO.
~~~i iv,- ', " CT99-03 397-2'.K
OI
,-.:
CROSSING PIPE
•TRENCH DETAIL PER RSD W-21
AND S-4
SAND CUSHION
NOT TO SCALE
TRAFF IC FLOW
CURB LINE
3' OPENING
.
(\J
CUSHION AT PIPE
CROSSINGS
f
FIRE HYDRANT
' l!)
l!)
R/W
I
©GUARD RAIL BREAK DETAIL
NOT TO SCALE
~-1"'11 Kimley-Horn
~-LJ and Associates, Inc.
Englneering, Planning and Environmenta! Consultants
517 Fourth Avenue - Sulte 301 - San D!ego, Ca. - 92101
Tei: (619) 234-9411 Fox, !619) 234-9433
21)
~
i :z s m
:=e ... ;s
it
~
"' 0 .. ...
0 :z ... t
~
t ..
75 8.0
0 40
\
\
GRAPHIC SCALE I'= 40'
STA. 75+71.23 TO STA. 79+40.53
-----
TTIA LANE - DAN DE I N
STA. 80+40.36 TO STA. 84+o4.42
80 FACE OF
TOP OF CURB_/ f_-o. IO'
I 8..
4,1
I
(J 'o
POLICE RAMP SIGN
DETAIL (R17 (24"X24")
AND "EMERGENCY VEHICLES
ONLY" ( 3" BLACK LETTERS
ON WHITE BACKGROUND)
<24"X18"))
TOP OF
7' -N
-N
3' 3' 3'
fr\PDL ICE RAMP DETAIL
\.:_) NOT TO SCALE
CURB_/
INSTALL 4" SQUARE TWO-WAY BLUE~
REFLECTIVE PAVEMENT MARKERS AT
2' OFF MEDIAN CURB
◄--■ DIRECTION OF TRAVEL
INSTALL POLICE RAMP SIGN ------...I
PER DETAIL( SEE SHEET 9) ,
50'
@OL ICE RAMP SIGN AND MARKER PLACEMENT
NOT TO SCALE
VALLECITOS WATER DISTRICT
BY:~ & ;$/ z!J(67 '{fJZ PRESTON H. LEWIS, P.E. DATE
R.C. 45927 XP. I /0
BENCHMARK:
DESCRIPTION:STANOARO STREET SURVEY MONUMENT
LOCATION: STA288•89 EC ON CENTERUNE OF
EL CAMINO REAL
RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL
RS-/800, 288•89
ELEVATION: 311.407 MSL
ENGINEER OF WORK
DATE
II AS BUil T11
~~ ,;;,/11-/4, :: 4zj EXP. ~('Salt.? DATE
REVIEWED BY: VWD DWG.NO
INSPECTOR DATE
l---+--t--------------+---l----+---1----ll sH3EET I CITY OF CARLSBAD sH3EE~_>s
ENGINEERING DEPARTMENT C
:=::::==:'...:::::======:::::::::::::===-===::::'. IMPlfOIEMENT Pl.MS FOR:
POINSETTIA LANE
AT BRESSI RANCH
NUTES AND DETAILS
l----+--l----------------e------l-----4---1----1 APPROVED: GLEN PRUI~ tJJ': .,.,/,~_., 4, 6 -~¥ ~~ ~.J:L"'c
1----1--+----------------l----l-----l---+---l ~C=IT=Y=EN=G=IN=•=R==R~=·=E=. ====EX=P=·==:::===D=A=T=E~ 1-;::DA~T;:;:E--\-;IN::;IT:;:;IA~L+----------------l----l-cc-=~--l-~~+--=c--l OWN BY: ~C;:~~I PROJECT NO. ORAWING NO.
DATE INITIAL DATE INITIAL CHKD BY:. CT99-03 397 2K
ENGINEER OF WORK REVISION DESCRtPTION OTHER AP PROV AL CITY APPROVAL RVWD BY: - ,, VWD 02-004
i 68
CENTERLINE DATA
NO. DELTA OR BRG. RADIUS LENGTH REMARKS
CD N66"2/'33'E 38.38'
CD /',=4"06'23" I 400. 00' I 00. 34'
CD N70"27'56'E 489.32'
I
I
SEE PLAN 397-aI FOR
Kimley-Hom
and Associates, Inc.
Engineering:, Planning and Environmenta! Consu!tants
517 Fcu~th Ave~ue - Suite 30!- San Diego, Co. - 92101
Tel, (619i 234-94il Fox: (6!9) 234-9433
I
I
~
:v1 - - - -11-0
69 70 71
I
' C)
-
PLAN: POINS-ETIIA LANE
40 20 0 80 12.0
GRAPHIC SCALE 1•= 40'
72 ' ct: '
' lO
C)l,j
-a..
' l(J
-------------- ----------
"' """ +
"' "--
1--- -1
~ -<,: <,:
a:: - I-Cl« l,J
EXISTING 24' FORCE MJlJN !VJNJ)J
TO REMAIN .
SEE V.W.D ONG.N0.2/11-001
~
------
~
BENCHMARK:
.j... ___ ---- -
r
I
I !
RECLAIMED WATER DATA (C.M.WDJ
NO. DELTA OR BRG. RADIUS LENGTH REMARKS
(I) N66. 21 '33. E 54.66' 12ll PVC !CL 150)
-® !',=4"06'23' 1364. oo· 97. 76' 12" PVC !CL 150)
-0 N70"27'56'E 489.32' 12" PVC !CL 150)
-
WATER DATA (C.M.WDJ
NO. DELTA OR BRG. RADIUS LENGTH REMARKS
N66° 21 '33'E 50. I 4' 16" PVC !C905 CL 165i'1fi -• I
/',= 4· 06 '23' 1374.00' 98. 47 • 16 " PVC ! C905 CL 165 !* N70"27'56'E !8.08' 16" PVC (C905 CL 165!*
N70"27' 5fo"E 47 I. 24' /(,,'' PIIC { C'905 a /(,,5)
S/9°32'04,!'E 77.00'
SEE PROFILE FOR CML e:c STEEL F'OFJTIONOF LI E
8'' PVC (C905 Cl 65)"'-@
SEYVER DATA (CMW.V)!k.**
CURB DATA
NO. DELTA OR BRG. RADIUS LENGTH REMARKS
[JJ N66. 21 '33' E I 9. 84' 6,, TYPE G C&G
[I] /',= 4°06' 23' 1441.00' 103. 28' 6,, TYPE G C&G
13] N70'27'56'E 489. 32' 6,, TYPE G C&G
m N66"2/'33"E 56. 92' 6,, TYPE G C&G
[[] /',= 4. 06' 23' 1359.00' 97. 40' 6,, TYPE G C&G
@] N70"27'56'£ 489.32' 6H TYPE G C&G
(I] N66"2/ '33'E 42. 45' 8,, TYPE 8-1 CURB
[]] /',=4"06'23' 1391.00' 99. 69' 8,, TYPE 8-1 CURB
[fil N70"27'56'E 489.32' 8,, TYPE 8-1 CURE
[@] N66'2/'33'E 34. 3 I' 8,, TYPE 8-1 CURB
m /',= 4"06' 23' I 409. 00' 100. 98' 8 ll TYPE 8-1 CURB !ill N70"27'56'E 489.32' 8,, TYPE 8-1 CURB
RECLAIMED WATER DATA (V.W.DJ
NO. DELTA OR BRG. RADIUS LENGTH REMARKS
£ N66"2/'33"E 28. 43• 12" DIPfCL-350!#
/2\ !',=4"06'23' I 422. 00' 101.91' 12" DIP(CL-350)#
f3\ N70"27'56'E 489.32' 12" DIP!CL-350!#
# THE 12" DIP RECLAIMED WATER MAIN AND DIP SEGMENTS
OF THE WATER MAIN SHALL BE INSTALLED WITH SACRIFICIAL
ANODE CATHODIC PROTECTION & POLYETHLENE ENCASEMENT.
SEE CATHODIC PROTECTION DETAIL SHEETS 14-17. ENGINEER OF WORK DEWITT R. C. E- 46579
VALLECITOS WATER DISTRICT
C-900)
DATE
DES CR I PT I ON: STANDARD STREIT SURVEY MONUMENT
LOCATION: STA288•89 EC ON CENTERUNE OF
EL CAMINO REAL
RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL 01:z
RS-1800, 288•89 I v,
ELEV AT I ON: 311.407 MSL
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
BY,a V. -v ~ (-zb~ REVIEWED BY: VWD DWG.NO
PRESTON H. LEW1S, P.E.
R.C.E. 45927, EXP. 12/02
DATE INITIAL
OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
DATE
IIIPROIEMENT" Pl.ANS FOR:
POINSETTIA LANE
AT BRESSI RANCH
sr A. 6/W/.96 TO 7f5<00IJO
APPROVED: GLEN PRLJIM py.
4~ -g~~ CITY ENGINE R.O~
OWN BY: PROJECT NO. DRAWING ~10.
L'..:~~.':..'.'~c!:'...% ....::.i~.:..:.'',---:-=-""£.J=-;;;_~~ I l---=c:....:.T:....:.9:....:.9:....:.-__:_0:....:.3 _ __] 3 97..: 2K ,,,
VWD 02-CIQ4
..J
i '' ' ' " -
CENTERLINE DAT A
NO. DELTA OR BRG. RADIUS LENGTH
CD N70"27'56"E 470. 07'
{),=5" !9'03" 1400. 00' I 29. 93'
Kimley-Horn
and Associates, Inc.
EngineerTng, Planning and Environmental Consu!tcn-ts
517 Fourth ·~rrue - Sufte 30! - Son DiBQOr Ca. - 32!01
Tel: (619) 234-9411 fox, (6i9) 234-9433
76 77
REMARKS
PLAN: POINSETTIA LANE
- ·--- - ---~- - ---
78 I
"' ~~
"'UJ "' <JJ -.I ._J
"'OJ
a_ ~;,,
- (\J..:...
c:, Cl: '
~ ~ -.
"' -< ...
§~
g~
-J :SC
Cl.Cl:
PLAN: POINSETTIA LANE
.;o 20 0 40 80
GRAPHIC SCALE I'= 40'
120
·,::,:;,,
-st--'
' 'I;
·"" Q::
• V\
"' --k-ct:··
79 II
' :
~~ "' -r-- N
....
_:_. ·-·--: .... ,.,.
'
Cl:
(.:, ' '-
"' Cl: <o
G.400,8£
J:l!L:i,;t.;~l!Ll~!:LL.T,
CAUTION!!
NO.
[I]
m
I}]
m
[[]
[[]
[I]
[]]
[ill
[fill
m
@]
[ill
[ill
@]
~
[ill
[]fil
~
~
@l
NO.
CD
0 0
0 ®
©
Ci)
RECLAIMED WATER DATA (V.W.D.J SEWER DATA (C.M.W.D.J -
NO. DELTA OR BRG. RADIUS LENGTH REMARKS NO. DELTA OR BRG. RADIUS LENGTH REMARKS ill N70°27'56"E 470.07' 12" DIP ICL-350! N70' 2 7 '56 "E !54.4.(,,' l-2"PIIC(Of-18 e- a:. b.=o· !3'00' /294. 65' 4. 89' 12" DIP /CL-350! N70'27'56"E /3\ 6=3"40'20' I 527. 70' 97. 9 I ' /2" DIP /CL· 350) 1415.00' 0.25' /4\ {),= /" /0'26' 1423.39' 29. 16' IZ"DIP /CL-350) NI 7'54'06"W 64. 67' B" PVC . .
CURB DATA
DELTA OR BRG. RADIUS LENGTH REMARKS
N70"27'56"E 425.46' 6" TYPE G C&G WATER DAT A (C.M.W.DJ N70'27'56"E 44. 61 ' 6" AC BERM NO. DELTA OR BRG. RADIUS LENGTH REMARKS 11=3(>28'16 11 I 441. 00' 87. 30' 6" AC BERM (i) N70"27'56"E 284. 00' 16" PVC (C905 CL 165 J * I!.= 1 ·so' 48" I 441. 00' 46.44' 6" TYPE G C&G [2 N/9"32'04"W 25.00' '6" PVC (C905 CL-165 ! * N70'27'56"E 421. 70' 6" TYPE G C&G ® N!9°32'04'W I 0. 00' 12" PVC (C900 CL 150) *
N70'27'56"E 48. 37' 6" AC BERM [4] N70"27'56'E /86. 07' 12" PVC /C900 CL 150) * l!.=3° 39 '50" I 359. 00' 86-90' 6" AC BERM 5] /',=/"/2'57" 1384.00' 29.37' 12" PVC /C900 CL 150) * !J.=1"39'13'' I 359. 00' 39. 22' 6" TYPE G C&G 6 N/7"54'00'W 95. 43' 12" PVC (C900 CL 150) *
N70' 2 7 '56 "E 393. 03' 8" TYPE B-1 CURB (7] N70°27'56'E 42/. 70' 16" DIP <CL 350! $$,# I!.= 7' 38 '43" 340.00' 45. 37' 8,, TYPE B-1 CURB [8 N70"27'56'E 157. 07' 16" DIP (CL 350) $$,# I!.= 172' 21 '18" 2. 50' 7. 52' 8,, TYPE B-1 CURB [9 I',= 2. 02' 48' 1374.00' 49. 08' 16" DIP /CL 350) $$,# N70"27'56"E 44.90' 8h TYPE B-1 CURB ® {),c3• /6' /5' 1374.00' 78. 44' 12" DIP (CL 350) $$,# N70' 27' 56 "E 195. 71' 8,, TYPE B-1 CURB ® N/7"54'00'W 53. 7 I ' 12" PVC /CL 200! $ {),=9'04'07" 400.00' 63.31' 8 // TYPE B-1 CURB I 12 N/7"54'00'W 42. 00' 12" DIP /CL 350) $ l!.=9'04'07" 400.00' 63. 31' 8 h TYPE B-1 CURB I 13 I',=,. 32' 37• 1384.00' 50. 00' 12" DIP (CL 350!. $,# N70'27'56"E 71. 2 3' 8,, TYPE B-1 CURB ® /',=2"08' 39' /384.00' 39. Oi'.' 12" PVC /CL 200! $ I!.= o· 28 '44" 1400.00' 11.70' 8" TYPE 6-1 CURB
l!.=1'51'16" 1399.00' 45. 28' 8" TYPE 8-1 CURB
I',= 172' 22 '26" 2.50' 7. 52' 8,, TYPE B-1 CURB
@ N/7"54'00"W /05. 8~' 24" DIP /CL 350) $$,#
@
:
30" CML, WELDED AND TAPE N/7"54'00'W 20. 81( COATED W/ ROCK SHIELD STEEL $$ '
l!.=5°46'39" 450.00' 45.38' 8,, TYPE 8-1 CURB
6=0' 29' 06" 1391.00' 11. 77' 8" TYPE 8-1 CURB
@ N6"39'00'W 25. 63' 30" CML, WELDED AND TAPE
COATED W/ ROCK SHIELD STEEL $$
30,',f CML, WELDED AND TAPE
RECLAIMED WATER DAT A (C.M.W .D.J ® N/7"54'00'W I 0. 00' COATED W/ ROCK SHIELD STEEL $$ DELTA OR BRG. RADIUS LENGTH REMARKS
N70' 27' 56 "E 242.00' 12" PVC (CL 150)
NI 9° 32 '04 "W 1 7. 75' 12" PVC /CL 150)
N19 • 32 '04 "W 1 7. 75' 12" PVC /CL 200)
N70' 27' 56 "E 167.40' 12" PVC /CL 200!
N70° 27' 56 HE 31. 67' ll" fYC /CL- 200 J
I!.= o· 09 • 33,, 1364.00' 3. 79' tz• PVC (CL ZOO").
N19'22'31 "W 45. 62' 8" PVC (CL 150)
$
$
$
$
$
* ** $
$$
375 PRESSURE ZONE
384 PRESSURE ZONE
550 PRESSURE ZONE
700 PRESSURE ZONE ENGINEER OF WORK
THY JOHN OE'il!TT 1\
-~-o
2. J. DEWITT R.C.E. 46579
VALLECITOS WATER DISTRICT "AS BUil T11
DATE
i ~~ c.lr'l-lot:.
&. ~ l R.C.E.~S:,f EXP. (;p/"1•::,.fc7 DATE
BENCHMARK:
DESCRIPTION:STANDARD STREET SURVEY MONUMENT
STA288•89 EC ON CENTERUNE OF ( /
EL CAMINO REAL ~B~Y•~-~-----·----=V~~7~k--:-' _ REVIEWED BY: VWD OWG. NO RECORD FROM:SAN DIEGO COUNTY VERTICAL C0NTROL'f(),.-Z PRESTON H. LEWIS, P.E. DATE RS-1800,288'89 R.C.E. 45927, EXP.12/02 ~~~is,~~~:...s:cn'Z]I,~~~ LOCATION:
EXISTING 12" D. J.P. RE
WATER {V. W.D. ! TO BE
REMOVED/ABANDONED
ELEVATION: 3/1.407 MSL INSPECTOR DAT~
1. KHA £t:v1sco stwete. AND ~LOCArc:o J!?R. CTrl--:-;z~'tE.-:ciLij~~;:::J =:::::;1~c=IT=Y==0=F=c=.A"i..=R=L=s=B=~=4..=D:::;-;::j ===s1:1::;:EE~T::;:s::;-11 ~;;;:Iiii]jL;A~rE.;~~¥iili, ~~~~i~~;;;~§~~=~=====t=~~~i=~~~~4t~ -.,.·, ____ ENGI_N_EE_R_IN_G_DE_P_A_R_TMEN __ T ____ 3_6--, AND RELOCATE TO POINSETTIA LANE I- K.H/\ F\E:MOVe' E,UAf\D MIL~ F8NCe q, ~ lMPf""EMENT PUNS FOR:
! POINSETTIA LANE
LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TD CONSTRUCTION.
AT BRESSI RANCH
sr A. 75'00 TO 8rOO
l----l---+----------------t-----+---t---l----ji•/4~p~~~RO&;-~=D,~~=L~~~i:--.;;~~~R~U~~0~r,~------$,¼>J CIT)! EN~ER ~ EXP. DATE
'
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
DWN BY: -::=~~~ PROJECT NO.
CHKD BY:. CT99-03 RVWID BY,
DRAWING NO.
397-2K
0801
08'
81 \
/
c:J=~ ~n~~~~~s, Inc.
F'k;:·1n1r::,; ond Er;vl1-0nrne;-,,~·ai Consultants
_.::,,veGue - Sut-te 30) - Sor' Diego, Co .. - S2JD1
.,_ - - .
a Ln a . .. ,c· .
"" c., 02) _,..__ -
82 Lu
tl
83 .
40 20 ()
84 "' . '" "'
40 GRAPHIC SCALE 1°- 40'
85 87 88
CENTERLINE DAT A
NO. DELTA OR BRG. RADIUS LENGTH REMARKS
CD I 400. 00' 221. 32'
CD N84°50'26"E 428. 68'
! i
00 NO.
[I]
0 w
G]
[[]
[fil
[fl
~
rn
I@
[JI]
[ill
Im
···7'0P·BFLEFT/R1GHT0Fftlff,B rO/JALS ··
-0. 41 'UNLESS OTHERWISE :SHOWN . -----.... -·--.. --------~--·- --'··, -;-··--····-·· ·- __ , -·-- .... , .. - .. , ....... ; -·. ,., ...... -- ; -- - . TOP l -· MEDIANEOUALS:CFNTERLI/\ ELEV.:
+Oi 45!' FOR 18' :WIDE'MEDIAN cuEf!B .. UNLESS
PTHE!4WJSE SHOWN • . ' I
CURB DATA
DELTA OR BRG. RADIUS LENGTH REMARKS
I',= 9°03' 27' I 441. 00' 227. 80' 6,, TYPE G C&G
N84"50'26'E 428. 68' 6,, TYPE G C&G
I',= 9. 03' 27' /359.00' 214.83' 6,, TYPE G C&G
N84"50'26'E 428. 68' 6,, TYPE G C&G
/',= 7 • 32' 3 5' I 400. 00' I 84. 3 I' 8 "TYPE 8-1 CURB t,=2· 30' 37" 456.20' I 9. 99' 8 "TYPE 8-1 CURB
f,=6° 19'0/' 182. 91' 20. I 7' 8 "TYPE 8-1 CURB
I',= 6 . I 9' 0 I ' 182. 91' 20. I 7' 8 "TYPE 8-1 CURB
/:,= 3· 24' 27' 337. 84' 20.09' 8 "TYPE B-1 CURB
/:,= 3· 26' 03' 333. 89' 20. 0 I' 8 "TYPE 8-1 CURB
N84°50'26'E 345. 58' 8 "TYPE 8-1 CURB
/:,= 9"03' 27' /391. 00' 219. 89' 8 "TYPE 8-1 CURB
N84"50'26'E 428. 68' 8 "TYPE B-1 CURB
WATER DATA (C.M.W.DJ
NO. DELTA OR BRG. RADIUS LENGTH REMARKS
l',=9"03' 27' I 384. 00'
N84°50'26'E
I:,= 9 · 03' 27' 137 4. 00'
N84"50'26'E
550 PRESSURE ZONE
700 PRESSURE ZONE
218.79' 12" PVC I CL 200 J $
428. 68' 12" PVC /CL 200! $
217.21' 12" DIP /CL 350!$$,#
428. 68' 12" DIP /CL 350!$$,#
--- I.
CAUTION!!
LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION.
RECLAIMED WATER DATA (V.W.DJ
NO. DELTA OR BRG. RADIUS LENGTH REMARKS
L:,=9"03'27'
N84°50'26'E
/422. 00' 224. 79' 12" DIPICL-350} ;;·
428. 68' 12" DIPICL-350} I+
#-THE 12" DIP RECLAIMED WATER MAIN AND DIP SEGMENTS
OF THE WATER MAIN SHALL BE INSTALLED WITH SACRIFICIAL
ANODE CATHODIC PROTECTION & POLYETHLENE ENCASEMENT.
SEE CATHODIC PROTECTION DETAIL SHEETS 14-17.
ENGINEER OF WORK
~;!zx se,f/<J,(,,03
BENCHMARK:
VALLECITOS WATER DISTRICT 11 AS BUil T11
DESCRIPTION: STANDARD STREET SURVEY MONUMENT
LOCATION: STA288•89 EC ON CENTERUNE OF
EL CAMINO REAL
RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL
RS-1800,.288'89
ELEVATION: 311.407 MSL
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
BY,/2; &. V z (-z/a1
~,,_.t'._Q ,:, I,,,./°' R... W'f EXP.' /3c/o°? DATE
REVIEWED BY: VWD DWG.NO
PRESTON H. LEWIS, P.E. DATE
R.C.E. 45927, EXP. 12/02
l!IPROIEMENT Pl.ANS FOR:
POINSETTIA LANE
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
AT BRESSI RANCH
STA. 8HJ(}J)() TO 81+5Ji/O
APPROVED: GLEN PRUIM 81'
A6-~-~~ CITY ENQERR£. EXP.
OWN BY: PROJECT NO.
CHKD BY:
RVWD BY: CT99-03
I DRAWING NO.
397-2.l( 0
t s
" _ __,
VWD 02-0tJ4
·.o' : I
~I
I
I
EXISTING 24" STEEL SEWER -f-Lt-+-1-i-"-'
1v.w.o. ! REMOVE/ABANDON
••
0 ~
'::j a
:c ':i
~ rn
s ~ -< -I rn
PLOTTEO ,
..... z
t Vl m
::1 -)ii EXISTING 20' SEWER
g s; [SMT TO V. W. D PER
V. W, D, DWG
NO. 2111-001
:z m
~
fTl
r
f) ~
)>
-a
;o
rn
0 §l
CJ
77 ;o
0 ;<: ..
l1
:;o "b OJ
1, i8 ~ rn v, '• -a
.ls 0
(J1 z
"' N :,: __, .
r a
0 )>
-a
a z ..
- r -
02/0~/03
m
rn rn
:~~ ,. ~ o rn f\) •
OJ
-< ..
< :E
C,
CJ
"' "' z
0 $: \<Jgn\pu!nse t t lo lone \09$162007 \820 71s01 .dgn j
I
0 fTl
(/)
0 :;u
7J
-a
~
0 z ..
EX /ST. 12:' P.V.C.
WATER /CARLSBAD!
\
OJ
JTl
z
0 ::r:
~
)>
EXIST./2" P.V.C. _ _,______..,_._,.___,
WATER /CARLSBAD)
EXIST.8" P.V.C.
RECLNMED WATER
/CARLSBAD!
::0 :;;,;:;
••
rn '° Co
fTl
r
-I ~ = U1 __,
"'
\
rn z
C)
-z rn rn ;a
0 ,,
:E:
0 ;a
:;;,;:;
\
\
I
I
' . ·,
'
4,5'
. ,
IRR !GA TION SLEEVE
PER SHT 23
!RR !GA T!ON SLEEVE
rcR :,HT 23
I> z CJ
II ()) Ill
a:: .t,, r-),.-1
[,,J (J1
(l) 0
.i,. f\)
<.O (l)
,,_
0 0
0 0
\\ ,_\-+------l-----EX!STING 24' DJ.P SEWER.
\ FORCE MAIN IV.W.D.J
\
PER C.M.W.0./JNG N0.331-/
EXISTING 12:' DJ.P.SEWER
FORCE MNN W.W.D.J
PER C.M.W.D. /JNG NO. 331-/
'-"'-+--+-+--+--- EXISTING 12" SEWER
GRAVITY SEWER /CARLSBAD!
PER C.M.W.D./JNG.33/-I
t> "' t> ti 0::, II
0) ... 0)
. . .
'-" <n ;;' Cl'\ 0 v,
' ' ' - [\:, I\:,
"' 0) --.,
• • •
...
0 ~
0 0
'
rr,
-'-" <.o
~
I>
" 01
' -'-" '
'-" --.,
•
-'-" --.,
0,
0 0
'
-I\:,
p,
--.,
-'
-"' ' C)
.....
'1J
-~
~
0 ~
........ ·-------------- ---------------------~--
b s§
"' ~ 0,
...
~ .
"1
~
0 ' a [\:,
0) ::0 C;
•
i
rr,
§s
0 117 tJ
~
~
~ )J
(Ji
~ ~
C)
~
~ "1 ---i
0, -i ):,.
' :::r:: ......
~ -"' ' ::0 '---C) fl'] .....
'1J ,s::
- ~ ~
G,
(Ji
C)
~
" I
i
7 1
I !
l . I NJ:.·.· .. :±····· .·rb······· .··········'
\1 I . . . .. ' . . .
00 00
' \\ i. \;\
\' .. I MOO - • -• •~\ •• -- - . --~ -·~f---,i-~ ---•• - '--•·+~·-····"; ....... + .... , .... ,., .•. +,··••·'·• c···"'"''"I ·l, i i 7~ 2g , \, i~~ : ' , • :
\~. g. . \ \ ~ij! ~~
I · ! '°'i \, l§ .~ . ,.
\
\
00 lO ,,,,., -•• "'"" •• ,.,,.,,, •-~ • •t +• ~.;. ~ 2 3 ~ 2 9 ,,,_,__,,,,_.,""-'.,.,,,~'="""'~' ,J..,,,,, ~ •~ .,-.,.,,..,,--! =~ ''7'--=~~---~~ ""7'""'==~=,_,...,.,, .,.,,~~'""""=as,i"""-'"""'"""""''"' "''-" r~=--~,.,-~ ,,~~-m= . ( \~. l i. ·· eg+oo: · , \ ' t
---Y---r~,- ,\ , +· \ I I I t I ' '
\ '
lO
0 lO
lO
N
lO
A
I
i --
4.5 : ' \
1BV9 B,':J+:o,po ,
'227. 70
90+00 ;
229,09
I
"I
I
I
I
I
!
,:
I .
=r-~ .... --~,-,
. {. ... !
90•25 /
230. 44 '/
I
I
0 g +50
• 2J6. so
. ! :
i / +7 5i
37:. 5$
STA g3+62.i42 £VG
· TPj 40, 24
l
I
TP: 210, 37·~'~-
. i
·+·
· 93+25
243. 12
.
·dott
~~ii
i ► ·- z <
i~ffi!jl I vi 1-R
~~ ► m : -i"TIAIX :::a-rr, ...... c:: 1'11 (II
0 C ► -i -i '"tl ,_.
-m-oz §i!-<e;G)
• oxc::
c,-,-i
-- !--
. . .
'
I : i
t I [ - I I
1 , I •
:···.
• EL 244. 40
I
z~
il-i~
~ rr, ;:::!
; ' ' ' ; ' ' -........ """" ......... =r· .. =,-,.«>~r~·-,-,".,."',~'•-f"----"f-•"'""'.== ' I , , . " '
-i ► l'l'I C):Z(II
:ac
i
. .
11 . .
. .
I J • I I
: .
i
i
...
'
i
-- i
EX I ST I NG 12; • D If'~
:RCW l:VWO J . .
TP·239. 0±
,., __ j_
- - ~ 0 s§ ... ,('.', -
~
I>
"'
I>
"' tJ II 0, II 0,
p:i ... ... ... ... . • • . -i '-" (Ji '-" u, ),. I\:, 0 [\:, 0 ' ' ' '
§s '-" I\:, '-" [\:,
I\:, 0) '-" Cl)
. . • • rr, [17 iJ.)
~
- -... ... ::0 I\:,
- ~
0) 0)
C) C) c:: C) C) (/)
' '
-
(Ji
-
(Ji
~ - a - a
~ ~ r-,, ~ <'.
C) 01 [\:, "1 ~ (Ji 0, (J) 0,
' ' ' ' ::i:
--"'
[\:, - -"' "' ' ' ' ' :ii C) C) '1J '1J
i
"' ..... '1J '1J <; <; (") (")
~ ~
-PP -(")
~ I"' (/)
l.,J l.,J
"'
[\:, (Ji u,
oo C) C)
~ ~
C) C)
~ ~
"' "' "' "' "' "' * it
:;;:
---i
Si
tJ
~
......
~
~
tJ '---
,.
'
'
,
~-1 39 / /00 LF
I 5'
12'
R/W
INDEX OF SIGNING AND STRIPING SHEETS
SHEET 8 POINSETTIA LANE STA. 68+7I. 96 TO STA. 79+00
SHEET 9 POINSETTIA LANE STA. 79+00 TO STA. 93+67. 66
70 18' RAISED MEDIAN 71 72
12'
I 5'
R/W
PM "BIKE LANE"
~~ MARKING AND ARROW
~___, 12 / / 00 LF
7+3 74
'-- GU ARDRA/ L
4' CHAIN LINK FENCE
~-----i PM 'BI KE LANE' MARK I NG AND ARROW
R26D/R8/ ~-- MOUNT ON STREET LIGHT
4' CHAIN LINK FENCE
GUARDRAIL
75 POINSETTIA LANE
77 12'
15'
,- -
29 330 LF
15'
12'
lo 0
+
0-
t-,....
. 0-
~.__
ti) w w
wI zt/)
-W
....J LI.I
I ti)
u
i
/1
12' YELLOW STRIPE
@ 45., 50' 0. C.
'-------0 I I 00 LF
'----'39A 200 LF '--- R26D/R8 I
TRAFFIC STRIPING.PAVEMENT MARKINGS AND PNEMENT MARKERS:
GENERAL NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING,
2. SIGNING, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST CAL TRANS TRAFFIC MANUAL, CALTRANS STANDARD SPECIFICATIONS (JULY 1999 OR LATEST VERSION THEREOF!, THESE PLANS AND THE SPECIAL PROVISIONS.
3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION.
4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE
ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD, 5- ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIFICATIONS, STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING !HIGH INTENSITY OR EQUAL).
6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR.
7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION.
8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR.
9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS METRIC STENCILS.
10. LIMIT LINES ANO CROSSWALKS SHALL BE FIELD LOCATED, CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED.
11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED.
12, FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE LATEST CALTRANS TRAFFIC MANUAL ANO SAN DIEGO REGIONAL STANDARD DRAWING M-19,
13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW.
14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CAL TRANS TRAFFICS MANUAL UNLESS OTHERWISE SPECIFIED.
15, SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45,
16, WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY MOUNTING BRACKET WITH STRAPS.
17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE.
18. STOP SIGNS AND STOP PAVEMENT LEGENDS SHALL NOT BE REMOVED UNTIL TRAFFIC SIGNALS
ARE OPERATIONAL OR UNTIL DIRECTED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE.
19. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE
CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN.
20, "SIGNAL AHEAD" SIGNS AND PAVEMENT LEGENDS SHALL NOT BE INSTALLED UNTIL
TRAFFIC SIGNALS ARE OPERATIONAL OR UNTIL DIRECTED BY PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE.
"SIGNAL
AHEAD'
tfGEND THERMOPLASTIC PAVEMENT MARKINGS:
~
~@
@
7lr
W44
1111,1 Kimley-Hom
INST ALL PAVEMEfrr LEGEND
REVOVING EXIST. BY GRINDING !STRIPING DETAIL NOJ
STRIPING DETAIL !STRIPING DETAIL NOJ
NEW SIGN LOCATION !SINGLE POST!
CALTRANS SIGN DETAIL NO.
"
TYPE NARRON
i ., 'BIKE LANE" LEGEND AND ARRON
"
MOUNT ON STREET LIGHT
GR CONFLICT/ NG
'--.--- STRIPING
W4/
POINSETTIA LANE
-
TYPE IV
PM LEFT ARROW
SIGN {fGEND
Rl
i24"x30'!
R26D/R81 COMBO SIGN
!24'x30'J
38 z
240 LF
CIJJJT/ON:
GR CONFLICT I NG c__-\STR IP I NG
z
REMOVE R34-2
SIGN TYPE IV PM LEFT ARROW
I I
I I
I I
I I
I
I '
/0'
\ I
I I :
I I I I I
I
: I
I I :
I
:
I I I
I I . I I I I
I I I
ii I
' I I I I I I
: I I I
I
I i !
I I I
I I : I I
I I [
Ii I I
I I I :I I i ! I
/1
EL FUERTE ST.
SEE DWG. 400-BE
FUTURE INTERSECTION
STRIPING. FOR FUTURE
SIGNAL SEE SHT. 10
DETAIL A flX
STRIPING MODIFICATIONS
REQUIRED FOR TRAFFIC
SIGNAL INSTALLATION AT
EL FUERTE STREET
UNIJJJTHORIZED CHANGES & USES
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS.
ALL CHANGES TD THE PLANS MUST BE IN WRITING AND MUST BE STREET
PLANS
TYPE IV
PM LEFT ARROW
1 REMOVE R34-2
SIGN
TYPE IV
PM LEFT ARROW
TYPE IV
PM LEFT ARROW
VALLECITOS WATER DISTRICT
BY:~ (f) _ ~ -z,{7(c,-,
PRESTON H. LEWIS, P.E. DA TE
R.C.E. 45927, EXP. 12/02
8 '----I PM 'BI KE LANE" MARK I NG
AND ARROW
R26D/R8/
MOUNT ON STREET LIGHT
38 240 LF
W41
-'t 0----::"1 PM
----- 'SIGNAL AHEAD"
TYPE IV
PM LEFT ARROW ENGINEER OF WORK
Q _. i(a.,L,, vi
DENNIS J. ~NOAAL R.C.E.
2../of/03_
50270 DATE
C;{t1/ob
DATE
R WED BY: VWD DWG.NO
011
INSPECTOR DATE
1----t--+--------------+---+---+---+----l J sH8EET j CITY OF C~,\RLSBi~J) SH3EEET.•>~ ~::::::::::'....':===:EN:':::GINEER=··=ING=DEP==:A:=R=:TM=:EN=::T=='-'==~ STRIPING AND SIGNING PLANS FOR:
POINSETTIA LANE
AT BRESSI RANCH
STA.6/J,71.96 TO fXX)()JX)
APPROVED: GLEN PRUIM 8 y
~~~&~«~-..:<;;~~__,,,_,,c'/.~~"5!"'·"""'-'--· .::_• ---- .;i./23',:,J CITY ENGINkR R.~ EXP. D~E
1111 t___"'; and Associates, Inc.
E::g;n-se,-1ns;;, P·!cnn!n.;; end Envlr-onrrenta! Corisuitcnt.s :51-;, F·:,_::-~•-:-, ,Aven•Je - Sui-te 30! - So~ 0'.e.go, Co. - 92!0!
2.0 0 110
GRAPHIC SCALE I'= 40'
APPROVED BY THE PREPARER OF THESE PLANS. DWN BY: ~~;:;:~ PROJECT NO. DRAWlNG NO. l ...::..:....::..:....::..:.::.._:....:..._...::.:.:._.:.:...::._...::..:.:.::_ __________________________ _::.:.:::...:.:::_.:::::::...:....::..::::.. ______________________________________ ,:::===================;=D;A_T=E;;~'N_··=IT;IA~L~;-□=A;T_E=_;='-jljj=-T=IA;L~~CR~Hv~~DD~=B~Y=y.'....:',=--=-== == =~= ==-l ::~::-=-=-=c=-=__:__T=9~=9==_-=0==--=3~==~~3~~9~7=-~2~:...:l<_'..J _ ... ~o- OTHER APPROVAL CITY APPROVAL _ ;
DA TE INITIAL
ENQNEER Of WORK REVISl.0111 DESCRIPTION
VWD 02.-0'J4
/-
Ol
"BIKE LANE"--
MARKING PM
AND ARROW
R26D/R81
39 40 LF
I
I
111111 Kimley-Hom
HBL_. and Associates, Inc.
E,·--,·:;ic:eer·ing, P:n~C:,-,c, and Er,vlronmedTi·ci C0ns0:tonts ,---~OR STRIPING ON EL FUERTE STREET
SEE EL FUERTE IMPROVEMENT PLANS
___ TEMPORARY AC BERM
/WITHIN INTERSECTION! _ __, 39 750 LF
,--,39A 200 LF
Rl &
N-1
PM 'BIKE LANE' MARKING
. -
-
\ \
\
-
\ \
\ \
\ \
\ \
\ \
\ \
\ \
\ \
~-<39A 40 LF
,----<39 368 LF
----, 39 368 LF
-
~-:, ·~ . ,.
' . .
-- -
I 5'
- - - 12'
-- 10'
81 -
8. 8'
12'
- I 5"
,. ;; .
'---- PM
•
12' YELLOW STRIPE@ 45°,
50' ON CENTER
~--1 39 950 LF
R34-2
"BIKE LANE' MARKING
AND ARROW
~~ 29 190 LF
~- TEMPORARY AC BERM
/WITHIN INTERSECT/ON!
r-----1 12 368 LF
R26D/R8I
RAMP SIGN
TAIL
~- MOUNT ON STREET LIGHT
2()
AND ARROW
R26D/R8/
MOUNT ON
STREET L I GHT
83 84
~---1 12 I I 00 LF
I
GR 8 00 LF
95 ---
.----l PM
----< 12 I I 00 LF
'BIKE LANE" MARKING
AND ARROW
R26D/R8/
-- MOUNT ON STREET LIGHT
--4' CHAIN LINK FENCE
I
85 -- GUARDRAIL
--GU ARDRA/ L
86 4' CHAIN LINK
FENCE
POINSETTIA LANE
15'
12'
I 2'
I 5"
_,
R/W
~ -.. ~ - .
8.9 I
0 0
+
0 I-
0,.. LL
.w
~~
9 (/) 0
w _J
z~ -_J w I w
. ~: .. -. ---:•-: ,: . - .. u (/)
~--< PM 'BIKE LANE' MARKING AND ARROW
R26D/R81 ~- MOUNT ON STREET LIGHT
VALLECITOS WATER DISTRtCT . .
PRESTON H. LEWIS. P.E. DATE
R.C.E. 45927, EXP. 12/02
R/W
Ii
I
BENCHMARK:
DESCRIPTION: STANDARD STREET SURVEY MONUMENT
LOCATION: ST A288•89 EC ON CENTERUNE OF
EL CAMINO REAL
RECORD FROM:SAN D!EGO COUNTY VERTICAL CONTROL
RS-1800, 286•89
ELEVATION: 311.407 MS1-
ENGINEER OF WORK
QA /L.,,L,J 2.(01/0 3
DENNIS J. LANDAAL R.C.E. 50270 DAT[
"AS BUI~ T"
Et1 I J 0 J e,/14/0 (,
R.C.E. 5C> 2-70 EXP. {p{3c){Q'J DATE
REVIEWED BY: VWD DWG.NO
~ I CITY OF CARLSBAD' I SHEETS I 1----t----t---------------t----t--t----+---i L2_j. ENGINEERING DEPARTMENT . 36 1----1----t-----------------t-----t----t---t----i
STRIPIN6 NID Sl9NINS PI..IINS FOR:
POINSETTIA LANE
AT BRESSI RANCH
-4!/,W..pJ .
EXP. Dill
VWD 02-00·4
/
'03.06
POLE AND EQUIPMENT SCHEDULE ;/(
POLE TYPE
STANDARD
POLE MAST ARM
HEIGHT SIG. LUM. A
0 24-4-129 30' 35' 15' 17'
® 1-A 1 0' 1 6'
© 26-4-129 30' 45' 1 5' 17'
® 1-A 1 0' 15'
® 26-4-1 29 30' 45' 1 5' 1 6'
0 1-A 1 0' 16.5'
® 26-4-1 29 30' 45' 1 5' 1 7. 5'
0 1-A 1 0' 1 6'
B
3'
3'
3'
3'
3'
3'
3'
3'
VEH SIG MTG
MTG
2-MAS
SV-1-T
TV-2-T
2-MAS
SV-1-T
TV-2-T
2-MAS
SV-1-T
TV-2-T
2-MAS
SV-1-T
TV-2-T
INDICATION
RA,YA,GA
R,Y,G
R,Y,G
RA,YA,GA
R,Y,G
RA,YA,GA
R,Y,G
R,Y,G
RA,YA,GA
R,Y,G
R,Y,G
RA,YA,GA
R,Y,G
RA,YA,GA
R,Y,G
R,Y,G
RA,YA,GA
R,Y,G
• ALL EQUIPMENT IS NEY,! "' ALL PED PUSH BUTTONS SHALL MEET OR EXCEED ALL ADA ACCESSIBILITY GU!DEUNES.
PED SIGNAL PPB"
LPSV
MTG. ill ARRl}II LUM/NNRE /J.S.N.S. REMARKS
N Poinsettia
0 0 SP-1-T $2 180 W Lane
E
SP-1-T $8 -
SP-1-T
N
$8 180 W
EI Fuerte 1.73 r-:;-i4 Street L:'.J L.J
w
SP-1-T $6 -
SP-1-T
s
$6 - 180 W Poinsettia i-;l 1--:;l
Lane L::'J LJ
SP-1-T Q)4 w
-
SP-1-T Q)4 w
- 180 W EI Fuerte i-;l 1--:;l
Street L:'.J LJ
N
SP-1-T
E.V.P.E. DETECTOR~~'------F==l
,---,---., APPROACHING
VEHICLES-~-
..... w
UJ
a:::: .....
V)
w
..... a:::: w
::::::,
LL
.....I
w
44'
I
I I
I I
I I
I I
I I
I I
I I
I I
~o J
r-
(j} 1
_)
<1)5
I
I
I
I
I
I
I
I
1§
PHASE DIAGRAM
- t: <)----!>
L v
©2 (!}3 $4
,;,.
<)----!>
i :i - v
$6 (!)7 (!)8
BARRIER
<p8
__ A~--
t '\
200' TO
LIMIT LINE
I
I
I
I
I
I
I
I
I
i
I i
L !MIT IL I~E I I
DETECTOR SCHEDULE
NO. PHASE SLOT TERMINAL
AB-121
ASTRO MINI-BRAG
OR EQUAL MAST ARM
STAINLESS
STEEL BAND
OPTICAL DETECTOR ASSEMBLY
I
I
I
I 2 !2U T2-5&6 NOT TO SCALE R/W R26D/R8/ 2 2 !2L T2-7&8 3 2 /3U T2-9&/0
4 5 JIU T3-!&2
5 8 J6U T5-9&!0
6 8 J6L T5-ll&/2
l 8 JlU Tl-1&2
8 8 JlL Tl-3&4
9 3 !5L T4-5&6
/0 6 J2U T3-5&6
II 6 J2L T3-7&8
12 6 J3U T3-9&!0
/3 I JIU T2-l&2
14 4 /6U T4-9&!0
15 4 !6L T4-ll&/2
/6 4 f7U T6-!&2
(7 7 J5U T5-5&6
PPB 2 ll2U T8-4&COM6
PPB 4 l/2L TB-5&COM6
PPB 6 l/3U T8-l&COM9
PPB 8 l/3L T8-8&COM9 -
EVPA 2•5 Jl2U T9-4&COM6 <p2
EVPB 4•7 J/3U T9-7&COM9
EVPC 6•/ Jl2L T9-5&COM6
EVPD 8•3 J/3L T9-8&COM9
FLASH - 114/J TB-/O&COM/2
CONSTRUCTION NOTES
l7 INSTALL TYPE 170E CONTROLLER IN MODEL 332 ALUMINUM CABINET L'..J INCLUDING THE NECESSARY ACCESSORIES TO PROVIDE THE PHASING 300' TO
LIMIT LI E
2" C: S J.C. TO BOUNDARY
LINE IAPPROK.1/!00FT.);
/NSTAU PULL BOXE.5 fff
cOO' INTE'.?_R~VA~J.,5~;-----'
79 C:..7J 2 -
R/W
44' TO
' co
Yi7777 TTi7 11~/,'l/111 1 11 .;"lJ.''''/ u. L.... ! ,.:,_;_1_j_ r";"t7ilj'f. 1 /i J ' 3, , , / / ' ' . I [L !_l/_j_/.J_/ / I AND OPERATION SHOWN ON THIS PLAN. THE CABINET SHALL HAVE A PULL-OUT DOCUMENT TRAY. THE CONTROLLER UNIT SHALL BE EQUIPPED WITH ONE MODEL 412C PROGRAM MODULE, ONE MODEL 404 LIMIT LINE 5 MODEM, ONE BLANK MODEL 27256 EPROM PROGRAMMING CHIP, TWO MODEL 752 DUAL PRIORITY DISCRIMINATOR CAROS, TYPE 200SA LOCAL INTERSECTION CONTROL PROGRAM AND EDI 2010ECL CONFLICT MONITOR UNIT. AN UNINTERRUPTIBLE POWER SYSTEM CUPS! SHALL BE INSTALLED IN THE CONTROLLER CABINET USING A SWING-AWAY MOUNTING. THE UPS SHALL PROVIDE A MINIMUM OF 8 HOURS RED FLASH OPERATION AT INTERSECTIONS USING RED LEO SIGNAL INDICATIONS AND INSTALL POWER CONDITION TO THE CONTROLLER (CLARY SP 1000 SERIES OR APPROVED EQUAL!. r--:::;-i INSTALL TYPE III-BF SIGNAL ANO LIGHTING SERVICE ENCLOSURE L.'.:..JPER SDG&E REQUIREMENTS. PROVIDE 50A-1P, 120V SIGNAL METERED CIRCUIT BREAKER, 15A-1P, 120V I. I.s.N.s. METERED CIRCUIT BREAKER, 15A-1P, AND 30A-2P, 240V LIGHTING
UNMETERED CIRCUIT BREAKER. SERVICE CABINET SHALL BE FABRICATED FROM ANODIZED ALUMINUM SHEET PER CALTRANS SPECIFICATIONS.
INSTALL SINGLE CHANNEL E.V.P,E. DETECTOR UNIT (3M OPTICOM MODEL 711 OR 3 APPROVED EQUAL! PER CALTRANS STANDARD PLAN ES-4E. CONTRACTOR SHALL FURNISH ANO INSTALL £. V.P.E. EQUIPMENT, MOUNTING HARDWARE, CABLE AND ALL OTHER HARDWARE NECESSARY.
4 INSTALL MAST ARM-MOUNTED SIGN PER CALTRANS STANDARD PLAN ES-7N, DETAIL "U". SIGN TYPE AS NOTED ON PLAN.
CURB/BERM FLOW LINE
OR EDGE OF SHOULDER
-0
{.)
z -0 lL
- lL r- <(
u er: w r
e,:
- lL DD
1 Q' I
(IJ
2" C. PER SDG&E
REQUIREMENTS I
TO SERVICE POINT I
LOCATED APPROX.
80' SOUTH OF I
INTERSECTION
5 SEE SHEET 9 FOR STRIPING OF LEFT TURN LANES.
0 REMOVE AC BERM.
. POLE LOCATION DETAIL
r-:;7INSTALL VIDEO DETECTION SYSTEM i ITERIS VANTAGE EDGE OR APPROVED EQUAL! TO PROVIDE L'._JVEHICLE AND BICYCLE DETECTION FOR ALL APPROACHES, INCLUDING VIDEO DETECTION PROCESSORS AND VIDEO MONITOR MOUNTED IN THE CONTROLLER CABINET, VIDEO DETECTION CAMERAS MOUNTED ON LUMINAIRE MAST ARMS AND ALL WIRING AND ALL ANCILLARY EQUIPMENT. ~-n Klmley-Hom
~! 1111 ~---1 and Associates, Inc.
~:1glr,ea:··:·:;,;, Pioi:nlng end Envlronrri.en-1-Gl Conswfi-ants 5;7 fe,vr·:'f°1 /we;-1u-e -- Sur-te 30/-- Sc;1 Diego, Ca. - 92i0l NTS
0 20 40
GRAPHIC SCALE I"= 20'
I I
I I
I
8P
<p6P
7 4
6 R73-2
1 8
2 7
<p6P
4 R73-3
EVPD
I
I I
I I
I
I
I
\
\
\
¢4
cf,4
i I 44' I TO
I
,
1 , IMITILINE
t,..._i ·~15. r--..'__J · 1 I I . h1::i . ' ' I I
7 I I
I I
I I
I I
200' TO
LIMIT LINE~
CONDUCTOR SCHEDULE 6
p CONDUfT SIZE & RUN AWG SIZE H
OR A POLE OR 21 II 3 ,, 3" 2-3 II 2 ! // 21 If 3 ,, 3-3H /2 /2 /2 CABLE TYPE s C/RCUfT
ill ~ & ffi & £ A & E
C POLE -A / / / / / / / ½ 0 / / / / 1/j 1.,.--, N 3 C POLE -B / / D 0 POLE -C / / / 1../.f / / / Vi u N
C 0 POLE -O / / 1 /, vi / / / .1/1 T u 0 C POLE -E / 1/, / / / / / ¾ R T s 12 0 POLE -F 1/, 1_..,,-:j' / / / / / h R s POLE -G / / / / / / Y, Y1 POLE -H / / / / / 1/1 M 1 1
/ / / / / / / /
TOT AL CABLES 3 CON./12 CON. 1.,...-{ ½ Yi 4~ v1 0, ½ Ys N0.6 SIGNAL SERVICE
/0 UGHTING 1 2
6 PAIR */9 SJ.C. 1 z
POlE-A BEWEN POLE-C 1 828! VIDEO POLE-E 1 1 1
CABLE POLE_-G 1
3•16
PCNIER
CABLE
TOTAL VIDEO 0 1 1 0 2 z 0 0 1 1 4 4
I £V CABLE 2 I 1 4
2 ,, 2 ,, 2 ,,
£ ~ ~
/ / /
/ / /
/ / /
/ / /
/ / /
/ / /
/ / /
/ /
/ /
/ /
3 2
WORK TO BE DONE
THE IMPROVEMENTS CONSISTS OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THIS PLAN AND:
1. THE CITY OF CARLSBAD SPECIAL PROVISIONS
2. CALIFORNIA DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS (JULY 1999 OR THE LATEST REVISION THEREOF).
3. CALIFORNIA DEPT. OF TRANSPORTATION STANDARD PLANS (JULY 1999 OR THE LATEST REVISION THEREOF J.
4, CALIFORNIA DEPT. OF TRANSPORTATION, MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION ANO MAINTENANCE WORK ZONES (1999 ED OR LATEST REVISION THEREOF!,
5. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (1997 ED.)
GENERAL NOTES
1. THE LOCATION OF ALL UNDERGROUND UTILITIES ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE DEPTH OF ALL UTILITIES, INCLUDING THOSE NOT SHOWN ON THIS PLAN, AND VERIFY ALL JOB SITE CONDITIONS. 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY AGENCIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION.
3. ALL NEW PULL BOXES AND COVERS SHALL BE CONCRETE UNLESS OTHERWISE SHOWN. PULL BOX COVERS SHALL BE MARKED WITH "TRAFFIC SIGNAL" .
ALL PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE SPECIFIED. MAXIMUM PULL BOX SPACING SHALL BE 200 FEET.
4. ALL CONDUIT SHALL BE 3" UNLESS OTHERWISE SPECIFIED.
5. ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE A 3" CONDUIT INSTALLED TO THE ADJACENT NO. 5 PULL BOX. THE CONTROLLER FOUNDATION SHALL HAVE A SPARE 3" CONDUIT STUBBED OUT TO TH£ ADJACENT NO. 6 PULL BOX FOR FUTURE USE.
6. ALL SIGNAL HEADS SHALL BE 12" IN DIAMETER WITH BACK PLATES. ALL RED, GREEN AND PEDESTRIAN SIGNAL INDICATIONS SHALL BE L.E.D.
7. PEDESTRIAN HEADS AND PUSH BUTTON SIGNS SHALL BE INTERNATIONAL SYMBOLS.
PEDESTRIAN SIGNALS SHALL BE TYPE "A" , L.E.D. PEDESTRIAN PUSH BUTTONS SHALL BE 2" ADA. 8. LUMINAIRE AND I.I.S.N.S. SHALL HAVE TYPE IV P.E.C.
9. ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR ALL STANDARDS.
10. SIGN PANELS FOR THE INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE FABRICATED USING PRISMATIC LENS SHEETING (DIAMOND-GRADE OR EQUIVALENT).
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT AND INSTALLATION
OF VIDEO DETECTION ZONES, TRAFFIC STRIPING, PAVEMENT MARKINGS AND LEGENDS PARKING REMOVAL AND TRAFFIC SIGNING SHOWN ON THESE PLANS. ALL TRAFFIC STRIPING AND MARKINGS WITHIN A 500 FOOT PERIMETER OF THE CONSTRUCTION PROJECT SHALL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR.
12, THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE PUBLIC WORKS DIRECTOR OR
HIS REPRESENTATIVE FOR THE LOCATIONS OF THE STRIPING, PAVEMENT MARKINGS AND LEGENDS, PARKING REMOVAL ANO SIGNING PRIOR TO PAINTING AND INSTALLATION. 6 ALL CONDUCTORS AND CABLES ARE NEW
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS BY GRINDING.
44'
-LIMIT
-
....., 11
- -
cf,6
GUARDRAIL . s.
2"C. ;S. I .c. TO CONTROLLER
CABINET AT MELROSE DRIVE
(APPROX. 4200ft). INSTALL
PULLBOXES AT 200' INTERVALS
R/W
- - -
2"C.;S.I.C
-
300' TO
LIMIT L
ANE
¢6
14. TH£ CONTRACTOR SHALL NOT ERECT ANY SIGNAL STANDARD MORE THAN TWO
WEEKS PRIOR TO THE SCHEDULED TRAFFIC SIGNAL TURN-ON UNLESS APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE. 15. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS SHALL BE BLANK DURING FLASHING OPERATIONS.
16. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION WITH THE SIGNING AND STRIPING CONTRACTOR.
17. EXISTING STOP AND STOP AHEAD SIGNS AND PAVEMENT LEGENDS SHALL NOT BE REMOVED UNTIL TRAFFIC SIGNALS ARE OPERATIONAL OR UNTIL DIRECTED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND/OR BENCHMARKS WHICH ARE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AUTHORIZED T:J PRACTICE LANO SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT.
19. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED.
20. TESTING OF CONTROL EQUIPMENT AND CABINET WIRING SHALL BE ACCOMPLISHED AT A FACILITY DESIGNATED BY THE CITY OF CARLSBAD. THE CONTRACTOR SHALL DELIVER AND PICK UP EQUIPMENT.
21. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REOU I RED FOR I NTENDEO OPERA TI ON.
22. THE CONTRACTOR SHALL COORDINATE SERVICE DETAILS AND SCHEDULING WITH SDG&E AND PAY THE REQUIRED FEES FOR SERVICE CONNECTIONS.
23. ALL SALVAGED EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR.
TRAFFIC SIGNAL INSTAttAT!ON NOTE:
IF SIGNAL IS NOT INSTALLED WITHIN ONE YEAR OF THE CITY APPROVAL, PLANS MUST BE RESUBMITTED FOR PLAN CHECK 90 DAYS IN ADVANCE OF BEGIN CONSTRUCTION DATE: /BEGIN CONSTRUCTION DAT£ REQUIRES PRIOR APPROVAL BY CITY ENGINEER! .
DECLARATION Of RESPONSIBI f CHARGE:
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR TRAFFIC SIGNAL PLANS FOR THIS PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESS/DIVS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIFICATIONS BY
THE CITY OF CARLSBAD JS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME AS ENGINEER OF WORK A/VD OF AIY RESPONSIBILITIES FOR PROJECT DESIGN.
FOR
STRIPING
R73-2
POLE A POLE C POLE G
NO U TURN
R73-3
POLEE
SIGN DETAILS
NOT TO SCALE
50270
BENCHMARK:
IJ£SCR!PT!ON: STANDARD STREET SURVEY MONUMENT
LOCATION: STA. 288+89 EC DN CENTERLINE OF
EL CAMINO REAL
RECORD FROM: SAN DIEGO C/JUNTY VERTICAL CONTROL
RS-1800. 28B-+89
ELEVATION: 311.407 M.S.L
DATE
"AS BUil T"
bt .;/Juj en/,4:/01,
R.C.E. 5:0 2 ~ EXP. (p/ 3 o/o 7-: DA TE
REVtEWED BY: VWD DWG. NO
7 INSPECTOR DA TE
~ CITY OF C.4..RlLSJB.f\\.D
t-----t---t----------------+-----1---+---l-----l LJQ_j ENGINEERING DEPARTMENT SHEETS
36 l---t----+--------------+----+--1-----1----l
TRAFFIC SIGN/Jl. PLAN FOFI,
POINSETTIA LANE
AND El FUERTE
APPROVED: GLEN PRUIM ,8 Y
f---+---t--------------+---+--l-----l-----liL&,.;..;:/.....:;¢*1~~/L....,~VV:,::_j~~-=·:..._ ____ ,iY/Po~ l---+----l------------------1----1---j__ __ j__ _ __J CIT7 ENGINEfi'R R.~ EXP.DAfE l---+----l------------------l----1---j__-_j__ _ __J DWN BY:~~- PROJECT NO. DRAWING NC:.
EoNGA:.:.R 0F1Mwr01RAKL DATE 1N1T1AL DATE 1NJr1AL ,Rc!..:HvK~o0!....E.6By~,·-:...:_=::s:.=-::::;.=;(·~:1'!,.._....:C::...'..T....'.g~~--Q~ _ _J 397_2)·( ,=c R£\/ISIQN DESCRIPTION OTHER APPROVAL CITY APPROVAL ~ "
VWD 02-0.)4
0 -
MATER I ALs· LI ST:
(j)
0 ®
@
0 I EACH PRESSURE REDUCING AND PRESSURE
SUSTAINING VALVE, CLA-VAL 92G-OI, BCSKCY, C. !.
BODY, SS TRIM, CL 125 FLANGES, EPOXY COATED INTERIOR,
X/01 INDICATOR !SEE MISC. UNDER TELEMETRY SYSTEM
COMPONENT LI ST J.
I EACH 6' PRESSURE RSDUC!NG AND PRESSURE
SUSTAINING VALVE. /SAME DESCRIPTION AS ITEM NO. I J.
I EACH 6' PRESSURE RELIEF VALVE, 50A-O! BCKOGY,
C. I. BODY, SS TRIM, CL 125 FLANGES, EPOXY COATED INTERIOR, CRL 20-200 PSI RANGE.
2 EACH 12' GATE VALVES, CL 125 FLANGES, WITH HAND WHEEL. 2 EACH 8" GATE VALVES, CL 125 FLANGES, WITH HAND WHEEL. 6' GATE VALVE, CL 125 FLANGES, WITH HAND WHEEL.
2 EACH 12Xl2X8' FABRICATED 10 GA. STEEL COMBINATION
TEE, BEND, AND SPOOLS W!RH THRUST
COLLARS PER DRAWING, WELDED JOINTS, CL/50
FLANGES.
@ I EACH 8X6" FABRICATED /0 GA. STEEL TEE, CL/50
FLANGES, WITH MORTAR LINING.
®
@
(jJ)
@
©
(jJ
@
@
@
@
@
@
@
@
@
<3>
@
@
®
@
I EACH 6" FABRICATED 10 GA. STEEL DISCHARGE LINE WITH
BEND, CL/50 FLANGES, V/CTAUL!C COUPLINGS, MORTAR LINED
WITH PORTION COATED.
2 EACH l2X8' CL/25 FLANGED REDUCER WITH MORTAR
LIN I NG.
I EACH 12" CL/50 FLANGED SPOOL WITH MORTAR LINING.
I EACH 12" CL/50 FLANGED SPOOL WITH V!CTAUL/C COUPLING
AND MORTAR LINING.
I EACH 8' CL/50 FLANGED SPOOL WITH MORTAR LINING.
I EACH 8" CL/50 FLANGED SPOOL WITH V/CTAUL!C COUPLING
AND MORTAR LINING.
3 EACH STYLE 77 VICTAULIC COUPLINGS.
I EACH SUMP PUMP 'LITTLE GIANT' V4 HP AUTOMATIC,
CAT. '506909 GRANGER'3P639A
I EACH I½' PVC LINE TO DISCHARGE WITH CHECK VALVE AND COMPRESS/ON COUPLING. I½' GALVANIZED SUPPORT BRACKET. 8 EACH ADJUSTABLE PIPE SUPPORT, FEE AND MASON, FIGURE 291. GALVANIZED WITH DRAIN HOLE - MOUNTED ON RAISED CEMENT.
I EACH PRE-CAST CONCRETE VAULT /PARKWAY LOADING! INCLUDING P. C. C. THRUST COLLAR WALLS.
I EACH 36X36' HATCH, 8/LCO TYPE J-4AL. RUN HATCH ORA IN TUBE TO DAYLIGHT OR CURB.
I EACH GALVANIZED STEEL LADDER, ALHAMBRA FDRY. MODEL NO. A-3400 WITH LADDER-UP. 2 EACH 6' PVC VENT PIPES.
2 EACH 6" PVC 90" BENDS.
2 EACH 6' PVCX STEEL ADAPTERS.
2 EACH 6' JO GA. STEEL VENT PIPE, PRIME AND PAINT ABOVE GROUND. 2 EACH 6' STEEL INTAKE AIR CAP, ALHAMBRA FDRY.
MODEL NO. A-2/63 (GALVANIZED!.
2 EACH CONCRETE VENT PIPE ENCASEMENTS.
I EACH 36" DIA. PRE-CAST CONCRETE MANHOLE.
@ I EACH 2' BLOW-OFF. BLOW-OFF MAY NOT BE
NECESSARY DEPENDING ON PIPE PROFILE.
Cg) 6' PVC LI NE FROM RCW PRS ( SEE SHEET
4/J TO DJSCAHARGE MANHOLE
@
@
@
@)
®
®
T.R /73. 79
CEMENT COATING. LEAVE ON TO FIRST FLANGE.
INSTALL HOSE BIB AT BODY PLUG LOCATION-PRESSURE
RELIEF VALVE.
TELEMETRY ENCLOSURE WITH FLOAT SWITCH WIRED
TO I /Ov RELAY.
INSULATING FLANGE KIT PER DETAIL 7 ON CP-2
CORROSION TEST STATION WITH I ANODE.
SEE CP SHEETS
11/,' PVC LINE FROM RCW PRS SUMP PUMP SEE SHEET
41! TO D!SCAHARGE MANHOLE
21 A
: , ' LJ
_J__J._+-+-+
F N
----1.41 ~--------'
46 RITTAL BOX 5 -LD
46 Ii .
" t· . '' ::::;
. ' r,;
' . I
CONTRACTOR TO VERIFY ALL
PI PE LENGTHS
L------------1=-,L=/79.54 1 I LI
GENERAL NOTES:
ALL WORK SHALL CONFORM TO THE PLANS AND
SPECIFICATIONS OF THE CARLSBAD MUNICIPAL WATER
DI STRICT.
ALL MATERIALS SHALL BE AS SHOWN OR DISTRICT
APPROVED EQUALS.
PIPING DIMENSIONS ARE NOMINAL. ALLOWANCES FOR
END CAPS AND GASKETS SHALL BE MADE AS NECESSARY
BY FABRICATOR. CONTRACTOR/FABRICATOR SHALL
SUBMIT SHOP DRAWINGS FOR APPROVAL OF ALL PIPING
AND VAULTS PRIOR TO FABRICATION.
ALL WORK SHALL BE EXECUTED IN CONFORMANCE
WITH APPROVED SHOP DRAWINGS.
VAULT FLOOR SLAB, WALLS, TOP SECTION, MANHOLE FRAME
AND COVER SHALL BE DESIGNED IN CONFORMANCE WITH
AASHTO STANDARDS FOR PARKWAY LOADING INCLUDING
EFFECT OF RETAINING WALL SURCHARGE. VAULT SHALL BE
OF A ?RECAST TYPE DESIGN WITH ALL SHOP DRAWINGS AND
DETAILED VAULT DESIGN BEING PROVIDED TO THE DISTRICT,
BY THE CONTRACTOR, FOR APPROVAL.
ALL INTERIOR PIPING, VALVES AND FITTINGS SHALL BE,
SCALED, DEGREASED AND PAINTED PER DISTRICT STANDARDS.
ALL STEEL PIPE SHALL BE MORTAR LINED AND COATED
PER DISTRICT STANDARDS UNLESS OTHERWISE NOTED.
REINFORCING STEEL SHALL BE ON VAULT SIDE OF THRUST
COLLARS.
ALL ACCESSORY PIPING, TUBING, CONDUIT AND OTHER
COMPONENTS SHALL BE PROVIDED WITH SUITABLE MOUNTING
CLIPS OR BRACKETS WITH ANCHOR BOLTS OF A SUITABLE
TYPE.
j , > c"---'-----> "---'--------'>
CLOSE ALL PIPE CHASES IN VAULT WALLS WITH GROUT. ALL
WALL SURFACES SHALL BE FINISHED SMOOTH AND EVEN PER
SECTION 8-13 'SURFACE FINISHES' OF DISTRICT STANDARDS.
WRAP ALL BURIED METAL OUTLET
PIPE FITTINGS WITH PETROLATUM
WAX TAPE PER AWWA C-217 AND
PARAGRAPH 3. 4 ON CP-4 9
7 TO
DISCHARGE
MANHOLE
47 Ii . -6 GJ
L, .
ELECTRIC SERVICE
SINGLE PHASE 1201240 VAC
MYERS ME-UG 125
SERVICE PEDESTAL
WITH /00 AMP MAIN. i ·
IC I RCU IT SCH. AS SHOWN J. L"~~
~ !
TELCO JUNCTION BOX
( 8X8X6' J ATTACH T·-o ~
SI DE OF PED. ~ Ci)
1:t½½
r.
CIRCUIT SCHEDULE
CIRCUIT I 20AMP LIGHTS & OUTLETS
CIRCUIT 2 20AMP TIME CLOCK & FAN
CIRCUIT 3 20AMP SUMP PUMP
CIRCUIT 4 20AMP TELEMETRY
NON-METALLIC
CONDUITS
CONG. ENCASE PRIVATE ONLY
• .
49 6 . 22
I -6 ff II 4 i'
i 12" MIN. 8
~
<.D
I
2' CONDUIT l,l , lr--'-· ,_, t-t~
3 I 44 14
7 [> [> J> [> [> ~ r,· l>rh [>
i :::,;,. . ;,, ;,, ' ,,.. ' ,,_ . /0, • J>, I>- • ....... l>- N0. 4 BARS 12"' ' ----~----------------~-f--~---:
0. C. EACH WAY 6 l 'f ~-t-~--.=._.~,-- _=.
; [)i
, I•
SECTION A-A
SCALE½' = / 1
,, , ,, 7'-9" 4 f - JI
B
C C
. [:;
i- -..
9 "
·~
~
NO. 4 BARS 12' ~
0. C. EACH WAY \:!5JI
51 ( 1 7 1--+--+--.Li
TO 6 .
DISCHARGE . '
MANHOLE " .
1 1 0'
SECTION B
N. T. S.
/
19 -GJ
z
TO TELCO SOURCE---1-l.::::::::i > ::e
MH 361. ~: _}) 2" ELECTRIC CONDUI
~ TO WATER VAULT 2' PVC ELEC. CONDUIT \ >
WITH PULL ROPE TO 2' TELCO CONDUIT
SDGE TRANS. STA. NO. TO WATER VAULT
T 3" 4" "- -'-
"'
" .. . . T
. • I> • :' •
"' TRENCH ' 213-83. (300'±)
SERVICE PEDESTAL DETAIL
N. T. S. TRENCH DET A ,1 L
N. T. S.
, ,,
-
-;=T==tt~~~~±h-f
I>
~
0 FROM RCW PRS -' SUMP PUMP LD
·1 ""
17 ! 6
(gJ} I EACH 36' DIA. CIRCULAR GALVANIZED STEEL GRATE, f ~---'--'-+ 22 ~ •. ; 3h>--' fzril ALHAMBRA FDRY. MODEL NO. A-/ 558-36. - " N 1, I .~ WRAP ALL BUR /ED METAL OUTLET p / PE ,J_9; I EACH 6' FABRICATED IO GA. STEEL DI SCH ARGE L I NE---Jf----------------¥--f-f--- +-----'--+++---,-, ---s,c------c-, --,e,---+,,------'l-+-f--,----=H-++--.,::\--ill--+------j ..o..-+· -· -'- 1 ---+---+--'--- FI TT I NGS WI TH PETRO LA TUM WAX TAPE ® ©t~.· · .. ,1 , ::::::i=:!:===F::::iROM POT AB LE ~ , PRS SUMP PUM? ' >
I ---FROM POTABLE _ __,__~PRS PRESSUF/E
RELIEF VALVE
WITH 180" BEND, CL/50 FLANGES. MORTAR LINED i , ' , 1> "" ~ " ~ :> · PER AWWA C-217 AND PARAGRAPH 3. 4 11 ;~:~;~;T~~!fs~o~~~~K~;:RIMED AND PAINTED. -~--l, --------------+,,;,Ji-, +-:-4ac,/i~·. rJ>-~:::r~4,'7[J'jTC~-3c=' 8====· =·====·=·====,---·1-w--_[_'-'--' ~1-ittt-"-~111llr-,'71> 'r/i ·i .· ON CP-4 ' > '
/. L ·1
>I
TYPE OF FITTING WILL DEPEND ON TYPE OF PIPE. ~ 5 · ., ' 3 ~ ~ MECHANICAL JOINT FITTINGS ARE NOT PREFERRED.
2 EACH 8' SLIP ON/WELD ON FLANGES.
2 EACH 12" SLIP ON/WELD ON FLANGES.
2 EACH PRESSURE GAUGES, ASHCROFT 3 ½'-/009A 114, ~
FITTED AND INSTALLED PER GAUGE DETAIL HEREON. ?
@ PRESSURE TRANSDUCERS
fji> 18' RCP DRAIN PIPE TO STORM DRAIN. SEE
\J!:!! SHT 5 DWG '397-2J
® I EACH DAYTON SHADED POLE INTAKE BLOWER
AUTO RESET. MODEL NO. GRANGER'4C943 OR '4Y533.
A
r
~
' ,.
• , • I> 11-+1'~~"'4-'--i-"-s ,_, 1-,-'-.!--...J..,-....!.1 _' -_;,s_:_"...,....1~1_".J-..!-1_' ---=4!...."..j..,..,!9_".j!,..!.._1 ....:1/4 ',.!.1_· -__\s!........'..1/L."~9-" µ1_' -....:4;__"~, 7 DDj.6· b·D.b
bi 1
I ; ;;~: :~~~:. TI MER - 1 NTERMAT, c # 2T2so, A ~ , 0l·/i , . 3 1 10 1 1 3 I> • ·i: . t1 @ 2 EACH DUPLEX OUTLETS. -_+--...;._.+--~--t11+------+ 6 +'·---+-: ---c-'.--~l-==~k,.-----C:,='F$1i==$===:',====~.-_,i_~--+.___j-~,_j_ _ _J, 6 · @ 4' FLUORESCENT FIXTURE - LITHONIA CAT. 'DD240A-WLF°' RIW t 11, > i> , ~ , " ~ c, , ~ , . i> , I> I> , I> ~ , I> d @ I EACH 6' SLIP 0/VIWELD ON FLANGE.
@ 4 EACH I' - 3000 LB. GAUGE COUPLINGS.
@ 2 EACH 8X6' CL/25 FLANGED REDUCER WITH
MORTAR LIN I NG.
12"M,J.xM.JGll.@ R/W
WI Iii," x Ii" RcDUCER
4 -+------!-------
3' -8"
' ;. .i
1 2"
9" 1 '-2" 1 '-2" 2' -5 5:" /,0-2" 2' -1 3," 1 '-2" 1 '-9" 9" 1 '-2' 1 '-1 9" Ii J I ¥--'i---"-~--"-l------'=----"----"'---J..'-----"--1-,-.!e__-'--...'.JL--J.-'-~--'----"'--k-~~l----!-.J-2.....i ~ 14'-o" I
15'-6" 1 2"
ELECTRICAL NOTE:
EN
A
7 3
0. C. EACH AY
3 ' 8 "
4 3
6 !
1.:.,,l..r-,1"1.-,.i'
$'_j'.J;
:-;LJ----c---c\ FAN
I "' ·
i
k ,
~
,,..---le
~,
SECTION C
N. T. S.
7 FROM RCW PRS
PRESSURE RELIEF
VALVE
'Cl
'
"""" a-
-.: a_ :i
"-- "-' . - ct: ::::.
31 I> Pi
9 42
31 SECTION D - DISCHARGE M.H.
N. T. S.
ASHCROFT 3 ½'-/009 A¼'
PR SUR A I PRESS R 0-200 P. S. !. DOWNSTREAM URE T ANSDUCER IX/14' BRASS BUSHING 0-300 P. S. I. UPSTREAM 1/4" BRASS NI PPL£-~ I , MI p X FI p BALL CORP IX/14' BRASS BUSHING------~~-'¼' GAUGE COCK L......:= 1 :=J !FORD FB 1700; JONES J-193/J I' Ml P X F JP BALL CO vsc-----CJ:c==-L.I :__" J;.C~L JOOO STEEL COUP LI NG ~--..C'.t==:..,l'._'.'."~,CL 3000 STEEL COUPLING !FORD FB 1700; JONES J-1931
PIP I NG PER PLAl'r------::>L-----------,<'--
..___ Ifo" M. J. xM. J. 8. V. @ RIW
WI /6'X/2' REDUCER
GAUGE DETA! L
N. T. S.
PIP I NG PER PL~--')L-.-------,,!'--
PRESSURE TRANSDUCERS TO BE INSTALLED ON THE
SAME SIDE OF VAULT AS THE TELEMETRY ENCLOSURE
VWD DWG.NO
l---+--+---------------1--l------1e---.i----l~ CITY OF CARLSBAD I SHEETS I LJLj ENGINEERING DEPARTMENT 3 6 t-----+---t--------------+----+--1----1----1 IMPR<NEMEfff PUNS FOR,
POINSETTIA LANE
AT BRESSI RANCH
PRcSSURE REDUCING 5TAT!ON DUA/LS
!-----+---t--------------+-----l---1---....j_--J APPROVED: GLEN PRUIM IJY t------t---t---------------l---+--1----1---l.~~~~~.l,&_~~~E~.-~--EX-P-.--~1i-i 3 F'llllllll1 Kimley-Horn ~-L and Associates, Inc.
Ei7glneer<rg, Picn:7!ng and Envlronmentol Cor:sulT,:mts 51? Fo'..irth /.i.ve;-1ue - Suit,s· 30!- Sen Dlego. Co~ - 92/0; T eh (6lS) 234-9411 Fox: (6!9) 234-SA33
EXACT LOCATION OF ELECTRICAL
COMPONENTS TO BE DETERMINED
BY DISTRICT REPRESENTATIVE
DURING CONSTRUCT/ON
30894 DATE
uBY •~• ~c--===------.....:::::0.....- l-::-:-:::;::---+:=:-:-t--------------+-----l---1---....j_--J DWN BY: PROJECT NO. DRAWING NO. ""STRICT ENGINEER DAE ~::ER o~Nlw:~L REVISION OESCR{PTION -o~-:T-E~-A~P-~:-':-:AA_LL+-~-~~-E-AP-'-PR-'~-:~-A~-1 lc:'~~~~!!.::i:...s!::.B~:.:.',-=::::!.;::~~__::C::_:T~99.:::._-~0:::3:'.......__J 397-2K VWD 02-00-4
0306
08151
TYPE
VALVE POS.
TRANS.ITYPJ
¾" C-I-2~/BSH
INT ME BLOWER
GRANGER #4C943 OR 4fJ33
2@3/ 4" C-/-2."/BSH
!CCESS HATCH
FAN SWITCH AND TIMER
WEATHER PROOF TIME CLOCK
INTERMATIC "2T250/A
UGHTING SWITCH
HATCH SWITCH (ZS-/!
ALLEN BRADLEY UMIT
SWITCH 802T TYPE
OR APPROVED EQUAL
TO TURN ON UGHTS
¾' C-!-2."IBSH
¾" C-/-2."IBSH
TO POWER JUNCTION BOX.
I
I
I
I
I I
+
FAN TIME CLOCK-INTERMATIC 2T250/A GRANGER STOCK
0 I
0 0
0 UGHT /INTRUSION SWITCH TELEMECAN/OUE MODEL "XCKJ/054/HT WIRED TO ACTIVATE UGHTS WHEN UD IS OPEN.GRANGER STOCK
"48811.
NOTE:
ALL ELECTRICAL EQUIPMENT SHALL BE
SUIT ABLE FOR USE IN WET LOCATION
DESCRIPTION
WALL MOUNTED FLUORSCENT F!XTURE.4'
MOUNTING VOLTS
. i i t
I· ti io
,i
LJ ,,
'
f
p
i>
p .
6 R/W
NO.OF LAMP TYPE TOTAL
LAMPS WATTS
~:40)
LONG MOLDED HIGH IMP/CT RESISTANT
ABS PLASTIC HOUSING WITH HIGH IMP/CT CE/UNG 120 2 F40T/2 100 ACRYUC DIFFUSER.WITH CAPTIVE LATCHES, MOUNT
COMPLETELY GASKETED AND ENCLOSED
SUIT ABLE FOR WET AND CORROSIVE
LOCATIONS.
INPUT /OUTPUT (//OJ SCHEDULE
PRESSURE REDUCING ST AT/ON
rTEM OUTPUT INPUT ANA DISC. POINT DESCRIPTION
I X X UPSTREAM PRESSURE PIPE I
2 X X DOWN STREAM PRESSURE PIPE I
3 X X SDG&E POWER F NL
4 X X VAULT INTRUSION
5 X X ?RV VALVE NO: I POSITION
6 X X PRV VALVE N0:2 POSITION
7 X X SINGLE POINT LEVEL DETECTION I
p
-------i1H0
p
I
'-----------PE/PIT-/
POWER J-BOX
INEMA 4X!
CONTROL J-BOX
RITTAL BOX
'--------------- !NEMA 4X!
I½" C-/IJ"/2.
'--------------- 5#/2 GND.
I ½'C,7-2~/BSH
MANUFJCTURER AND
CATALOG NUMBER
UT HON/A CAT."
W240kWLF
OR EQUAL
LOCATION REMARKS
PE/PIT-/ PRESSURE TRANSDUCER
PEIPrT-2 PRESSURE TRANSDUCER
RELAY-MT. ENCLOSURE WHEN POWER IS OUT
ZS-/ HATCH SWITCH
ZI-/ POS. TRANSMITTER
Z/-1 POS. TRANSMITTER
BELOW RJTT AL ENCLOSURE FLOAT SWITCHNAULT FLOOD
'' I,!
I
WP
Li
•
t
0 '6
.,
p '
I> ( !
' , I
I 0 'I " ,
0 '
' f6·if:li.6
I 1
£,> j ~
ELECTRIC SERVICE
SINGLE PHASE 1201240 VIC
MYERS ME-UG 125
SERVICE ?£DEST AL ----ilO►l I
WrTH 100 AMP MNN. 1·,-1
/CIRCUIT SCH.AS SHOWN! -J'\~~." J"I c''---1
r"' ;,.:-,
SUMP PUMP
SP-!,LfTTLE GIANT
GRANGER "3P639A
12: M.J.xM.J.G.V.@ RIW
WI /6x/2' REDUCER
- I
I
I
"I
I I
I
I
I
I
I I
TELEMETRY SYSTEM COMPONENT UST
/NO SUBSTITUTIONS!
BUCK BOX CORP.
P.O.BOX 12800
PITTSBURGH.PA 15241
PHONE 1724! 7 46-500
FAX /800! 312-0746
I-MODEM 3600 STANDALONE. IT EM "MD880A
/-MODEM 3600 RN:KMOUNT,ITEM #MD880C
SCADA /10 EQUIPMENT
STANDARD PRV TELEMENTRY
OPT022 110 HARDWARE AVAILABLE AT:
OPTO 22
CONTICT:SCOTT WINROW
43044 BUSINESS PARK DRIVE
TEMECULACA92590
PHONE 1800! 32!-fi786
HARfJNARE REOUIRED:IFOR WATER OPS!
I- IC7A
I - SNAP-Bl2M
/-SNAP-PSS
I - SNAP-PS24
I- SNAP-83000
AS NEEDED - SNAP OAC5 110 VIC OUTPUT MODULES
AS NEEDED - SNAP IIC5 //0 V AC 4 CH.INPUT MODULES
AS NEEDED - AIV 10, 5 voe ANALOG INPUT MODULES
2 - PRESSURE TRANSMITTERS
MODEL PMC /33-INIF28604S
MISC.
CLA- VAL SPECIAL !CCESSOR!ES
2-X/!7C VALVE POSITION TRANSMITTERS
OR APPROVED EOUALrTO BE INSTALLED ON PRV'S!
HOFFMAN ENCLOSURE WrTH PANEL /3(lH x 24W x l2'D!
I-D-L30H24l2LPB ENCLOSURE
/-A-30P24 PANEL
!OR EQUAL!
R!TTAL ~AE/376 MOUNTED TO WALL WITH UNIT STRUT
MOUNT AND WIRE ENCLOSURE WHERE ACCESSIBLE IN VAULT
NOTES:
I. COORDINATE WITH CMWD OPERATIONS !TEL760-438-272! FOR ADDITIONAL REQUIREMENT.
CONTRACTOR SHALL PROVIDE APPUCAT!ON FOR SERVICE AND ?PY ALL
FEES AND COSTS FOR INSTALLATION OF ELECTRIC PEDESTAL AND DEDICATED LEASED COMMUNICATION UN£.
PARKWJ-Y FACE OF CURB
'
SIDEWALK-
c7
,-------------,
I
I
I
I
I
HATCH
RIW
RffTN..
ENCL
Nrr
5Tfr/JT
VJIJLT
WAfl_
TELCO JUNCTION BOX
/8X8X6'! ATTACH TO
SIDE OF PED.
J 1, i 6'h; s
w r lwi"'1
11 • ::o::-1 :~ '.7 , I t
PRESSURE REUEF
DISCHARGE
'--+~ t
I
I
I
I I L ___________ _J
SERVICE ?£DEST i / CHA:,c:s,o~9~"s \ ~
! E,p. GJl]\04 / ) j
I I I
2:COND/JIT
TO TELCO SOURCE
2: PVC ELEC. CONDUIT
WITH PULL ROPE TO
SDGE TRANS.STAT/ON.
---t-rJ ~ -----' C--.~--
: l i l 1
SUMP PUMP DISCHARGE
UN£ FROM RCN PRS i I I,
~~i
~ ,t::> 2' ELECTRIC CONDUIT
~ TO WATER VAULT
~::::C-=====:::;:>
2' TELCO CONDUIT
TO WATER VAULT
VENTS
\ PLAN VIEW
PRESSURE REUEF DISCHARGE NOT TO SCALE
UN£ FROM RCN ?RS
BENCHMARK:
AULT
DESCRIPTION:STANDARD STREET SURvEY MONUMENT
LOCATION: STA288•89 EC ON CENTERUNE OF
EL CAMINO REAL
RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL
RS-/8OO,288•89
ELEVATION: 31/.407 MS.l
EASEMENT UN
ENGINEER OF WORK
II AS BUil T11
~ R.C.E. JonCf EXP. o.rpq<?S{ o':l{x
DATE
REVIEWED BY: VWD DWG,NO
INSPECTOR DA
~ CITY OF C.4.RLSBA,.D I SHEETS I l----+---+--------------+--t---+---+-----1 L!£j ENGINEERING DEPARTMENT 3 6 1----+--+---------------+---+--+---+----J
IMPROIEIIENT Pl.ANS FOR,
POINSETTIA LANE
AT BRESSI RANCH
PRESSURE REDUCING STl(T!ON DETAILS
'031
0 PART I - GENERAL
I. I DESCRIPTION
ELECTRICAL
A. WORK INCLUDED: PROVIDE COMPLETE ELECTRICAL AND CONTROL SYSTEM AS SHOWN ON THE DRAWINGS. AS SPECIFIED HEREIN, AND AS NEEDED FOR A COMPLETE AND PROPER INSTALLATION INCLUDING, BUT NOT NECESSARILY LIMITED TO:
I. POWER/TEL. PEDESTAL AND METER PEDESTAL FOR METERING FACILITIES. MAIN CIRCUIT BREAKER ETC .. ;
2. FEEDER SYSTEM. IN CONDUIT TO BRANCH CIRCUITS:
3. BRANCH CIRCUIT WIRING. IN CON OU IT, FOR LIGHT I NG. RECEPTACLES. JUNCTION BOXES AND MOTORS:
4. HANGERS, ANCHORS, SLEEVES. CHASES, SUPPORTS FOR FIXTURES. AND OTHER ELECTRICAL MATERIALS AND EQUIPMENT IN ASSOCIATION THEREWITH:
5. LIGHTING FIXTURES AND LAMPS;
6. WIRING SYSTEM. IN CONDUIT. FOR EQUIPMENT AND CONTROLS PROVIDED UNDER OTHER SECTIONS OF THESE SPECIFICATIONS;
7. MOTOR STARTERS AND CONTROLS FOR MOTORS PROVIDED UNDER THE. CONTRACT, BUT FOR WHICH MOTOR STARTERS AND CONTROLS ARE NOT OTHERWISE PROVIDED:
8. TELEMETRY SYSTEM, INCLUDING INSTALLATION OF A TELEPHONE LEASE LINE:
9. OTHER I TE.MS AND SE.RV ICES RE.OU I RED TO COMPLETE THE SYSTEMS.
1.2 QUALITY ASSURANCE
A. USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND
EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED
REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK OF THIS SECTION. THE REDUCING STATION HAS BEEN CLASSIFIED AS WET LOCATION. ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NFPA70!.
8. WITHOUT ADDITIONAL COST TO THE OWNER, PROVIDE SUCH OTHER LABOR AND MATERIALS
AS ARE REQUIRED TO COMPLETE THE WORK OF THIS SECTION IN ACCORDANCE WITH THE
REQUIREMENTS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION, REGARDLESS OF WHETHER SUCH MATERIALS AND ASSOCIATED LABOR ARE CALLED FOR ELSEWHERE IN THE.SE. CONTRACT DOCUMENTS.
I. 3 SUBMITTALS
A. PRODUCT DATA: WITHIN 35 CALENDAR DAYS AFTER THE CONTRACTOR HAS RECEIVED THE OWNER'S NOTICE. TO PROCEED. SUBMIT SIX (6! COPIES OF:
I. MATERIALS LIST OF ITEMS PROPOSED TO BE PROVIDED UNDER THIS SECTION;
2. MANUFACTURER'S SPECIFICATIONS AND OTHER DATA NEEDED TO PROVE.
COMPLIANCE WITH THE SPECIFIED REQUIREMENTS:
3. MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES WHICH. WHEN APPROVED BY THE OWNER WILL BECOME THE. BASIS FOR ACCEPTING OR REJECTING ACTUAL INSTALLATION PROCEDURES USED ON THE WORK.
B. MANUAL: UPON COMPLETION OF THIS PORTION OF THE WORK. AND AS A CONDITION OF ITS ACCEPTANCE, DELIVER TO THE OWNER TWO !2! COPIES OF AN OPERATION AND MAINTENANCE MANUAL. INCLUDE WITHIN EACH MANUAL:
I. COPY OF APPROVED RE.CORD DOCUMENTS FOR THIS PORTION OF THE WORK:
2. COPIES OF ALL CIRCUIT DIRECTORIES:
3. COPIES OF ALL WARRANTIES AND GUARANTIES:
4. CONTROL SCHEMATICS AND WRITTEN STEP-BY-STEP DESCRIPTION OF THE CONTROL FUNCTIONS.
I. 4 WARRANTY
A. PROVIDE I YEAR WARRANTY ON ALL LABOR AND MATERIALS FROM THE DATE OF COMMISSION/NG.
PART 2 - PRODUCTS
2. I GENERAL
WHERE UNDERWRITER'S LABORATORIES, INC. HAVE ESTABLISHED STANDARDS FOR SUCH MATERIALS, PROVIDE ONLY MATERIALS BEARING THE UL LABEL.
A. TEMPORARY POWER:
I. THE CONTRACTOR. AT HIS OWN EXPENSE. WILL PROVIDE TEMPORARY POWER AND PAY THE COSTS FOR INSTALLING PERMANENT ELECTRICAL METER OR METERS AS REQUIRED.
2.2 SERVICE ENTRANCE (METER PEDESTAL!
A. PEDESTAL: MYERS 120/240 VAC ME-UG 125 WITH JOO AMP MAIN CIRCUIT BREAKER B. METERING SECTION AND EQUIPMENT SHALL BE IN ACCORDANCE WITH SAN DIEGO GAS & ELECTRIC COMPANY !SDG&E! REQUIREMENTS.
C. CONTROL CABINET: 30"Hx24"Wx/2"D R!TTAL •AE/376 MOUNTED IN VAULT WITH UNIT STRUT.
COORDINATE LOCATION WITH CMWD OPERATIONS.
2.3 GROUNDING SYSTEM
A. GROUND ALL EQUIPMENT. INCLUDING SWITCHBOARDS, TRANSFORMERS, CONDUIT SYSTEMS, MOTORS,
AND OTHER APPARATUS, BY CONDUIT OR CONDUCTOR TO INDEPENDENT
GROUNDING ELECTRODE AS SHOWN ON THE DRAWINGS, USING GROUND CLAMPS MANUFACTURED BY BURNDY OR T&B AND APPROVED BY THE OWNER.
B. USE GROUND RODS IF WATER MAINS OR PIPING ARE NOT METALLIC, OR IF ISOLATION COUPLINGS HAVE BEEN USED.
I. LOCATE GROUND RODS IN PLANTERS OR SIMILAR AREAS WHICH WILL RECEIVE WATER REGULARLY, AND DRIVE TO A DEPTH OF AT LEAST 8'-0.
2. MAKE MEG GROUND TESTS TO MEASURE GROUND RESISTANCE, AND PROVIDE. NOT MORE THAN 5 OHMS RESISTANCE. ADDING GROUND RODS AS REQUIRED TO ACHIEVE THAT LEVEL.
3. MAKE GROUND RODS ACCESSIBLE FOR INSPECTION.
m Kimley-Hom
111!11 _ and Associates, Inc.
Eng1r,eer:n,;L PiJnr:lnQ end '.::nvlr-or.menta\ Consul+ants 5rT Fo:...r~-:, i\ver:ue - Sc.Ji+e 301- San Dlego, Ca. - 9210l T,:1i~ '.5:91 234-9411 Fax~ t513i 234 9433
2. 4 DISTRIBUTION SYSTEM
A. IDENTIFICATION:
/. IDENTIFY ALL APPARATUS USED FOR OPERATION AND CONTROL OF CIRCUITS, APPLIANCES,
AND EQUIPMENT
2. PROVIDE PLASTIC LAMINATE NAMEPLATES. BLACK FACE WITH WHITE CORE LETTERS, SHOWING PROPER AND COMPLETE IDENTIFICATION TO FIT 2" x /" HIGH NAMEPLATE.
B. WIRING DEVICES:
!. PROVIDE DUPLEX RECEPTACLES OF 3-POLE GROUNDING TYPE WITH THE THIRD POLE U-SHAPED AND GROUNDED TO THE CONDUIT SYSTEM, UL APPROVED.
C. ABOVE FLOOR RACEWAYS:
!. PROVIDE RIGID GALVANIZED STEEL CONDUIT IRGS! FOR ALL CONDUIT CONCEALED IN THE WALLS. ABOVE THE CEILINGS, OR IN FLOOR SLABS.
A. WHERE CONDUIT IS INSTALLED UNDERGROUND OR IN THE FLOOR SLAB.
PROVIDE RIGID GALVANIZED STEEL CONDUIT.
2. PVC CONDUIT !SCH 40! MAY BE USED BELOW GRADE.
3. ALL FLEXIBLE CONDUITS SHALL BE SEALTITE TYPE OR EQUAL.
4. OUTLETS. JUNCTION BOXES. AND SWITCH BOXES:
PROVIDE STANDARD ONE-PIECE UNITS. GALVANIZED OR CAST METAL. OF SHAPE
AND SIZE BEST SUITED TO THAT PARTICULAR LOCATION, OF SUFFICIENT SIZE TO CONTAIN ENCLOSED WIRES WITHOUT CROWDING.
D. CONDUCTORS:
I. FOR LINE VOLTAGES. PROVIDE 600V INSULATED COPPER WIRE AND CABLE, NEC STANDARD. OF TYPES SPECIFIED BELOW FOR DIFFERENCE APPLICATIONS. WITH UL LABEL. AGENCIES HAVING JURISDICTION.
2. WITH CONDUCTORS. PROVIDE INSULATING BUSHINGS
OR INSULATING SLEEVES.
3. FOR WI RE AND CABLE. PROV I DE XHHW OR THHN/THWN.
A. IDENTIFY FEEDER NEUTRALS WITH WHITE TAPE OR WHITE PAINT.
8. USE ONLY COPPER WIRES AND CABLES.
2. 5 LIGHTING FIXTURES
A. PROVIDE FIXTURES OF THE TYPES SHOWN ON THE DRAWINGS, COMPLETE WITH LAMPS AND MOUNTING HARDWARE.
2. 6 MOTOR STARTERS
A. GENERAL: PROVIDE WESTINGHOUSE UNITS. OR EQUAL AS APPROVED IN ADVANCE BY THE OWNER OF THE SIZES AND TYPES NEED FOR THE OPERATIONS SHOWN ON THE DRAWINGS.
SPECIFIED HEREIN. AND OTHERWISE REQUIRED FOR THE FACILITY. AND WITH THE FOLLOWING:
I. COMPLY WITH PERTINENT REQUIREMENTS OF NEMA AND NFPA-70.
2. INCLUDE REQUIRED ACCESSORY ITEMS.
3. HORSEPOWER RATED. WI TH THERMAL OVERLOADS.
4. NORMALLY RESET WITHOUT ENTERING THE STARTER ENCLOSURE.
5. EQUIPPED WI TH OVERLOADS IN EACH UNDERGROUND LEG.
2. 7 TOP MOUNTED FLOAT LEVEL
A. 4RK04 FLOAT SWITCH WIRED TO I IOV RELAY /SINGLE POINT DETECTION!.
2.8 ELECTRONIC PRESSURE TRANSMITTERS
A. ELECTRONIC PRESSURE TRANSMITTERS SHALL BE TWO WIRE DEVICES WITH
CONTINUOUSLY ADJUSTABLE SPAN, ZERO AD DAMPING ADJUSTMENTS, INTEGRAL INDICATORS SCALED IN ENGINEERING UNITS. SOLID STATE CIRCUITRY AND 4-20mA OUTPUTS. ACCURACY SHALL 8£ PLUS OR MINUS 0.25 PERCENT OF CALIBRATED SPAN. PROCESS WETTED AND BODY MATERIALS SHALL BE 316 SS.
PROCESS CONNECTIONS SHALL BE 1/2-INCH NPT. THE RANGE SHALL 8£ 0-150 PSI.
E.NDRESS & HAUSER PMC 133 IN/F2W604S WITH DISPLAY.
2. 9 OTHER MATERIALS
A. PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT
REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AS SELECTED BY THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE OWNER.
PART 3 - EXECUTION
3. I SURFACE CONDITIONS
A. EXAMINE THE AREAS AND CONDITIONS UNDER WHICH WORK OF THIS SECTION WILL BE PERFORMED. CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED.
3.2 PREPARATION
A. COORDINATION:
I. COORDINATE AS NECESSARY WITH OTHER TRADES TO
ASSURE PROPER AND ADEQUATE PROVISION IN THE WORK
OF THOSE TRADES FOR INTERFACE WITH THE WORK
THIS SECTION.
2. COORDINATE THE INSTALLATION OF ELECTRICAL ITEMS
WITH THE SCHEDULE FOR WORK OF OTHER TRADES TO
PREVENT UNNECESSARY DELAYS IN THE TOTAL WORK.
3. WHERE LIGHTING FIXTURES AND OTHER ELECTRICAL ITEMS
ARE SHOWN IN CONFLICT WITH LOCATIONS OF STRUCTURAL
MEMBERS AND MECHANICAL OR OTHER EQUIPMENT. PROVIDE
REQUIRED SUPPORTS AND WIRING TO CLEAR THE ENCROACHMENT.
8. DATA INDICATED ON THE DRAWINGS AND IN THESE
SPECIFICATIONS ARE AS EXACT AS COULD BE SECURED. BUT THEIR ABSOLUTE ACCURACY IS NOT WARRANTED. THE EXACT LOCATIONS, DISTANCES, LEVELS,
AND OTHER CONDITIONS WILL BE GOVERNED BY ACTUAL CONSTRUCT/ON AND
THE DRAWINGS AND SPECIFICATIONS SHOULD BE USED ONLY FOR GUIDANCE IN SUCH REGARD.
C. WHERE OUTLETS ARE NOT SPECIFICALLY LOCATED ON THE PLANS, LOCATE AS DETERMINED IN THE FIELD BY THE OWNER. WHERE
OUTLETS ARE INSTALLED WITHOUT SUCH SPECIFIC DIRECTION, RELOCATE AS DIRECTED BY THE OWNER AND AT NO ADDITIONAL COST TO THE OWNER.
0. VERIFY ALL MEASUREMENTS. NO EXTRA COMPENSATION WILL BE
ALLOWED BECAUSE OF DIFFERENCES BETWEEN WORK SHOWN ON THE DRAWINGS AND ACTUAL MEASUREMENTS AT THE CONSTRUCT/ON SITE. £. BRANCH CIRCUIT WIRING AND ARRANGEMENT OF HOME RUNS HAVE
BEEN DESIGNED FOR MAXIMUM ECONOMY CONSISTENT WITH ADEQUATE SIZING FOR VOLTAGE DROPS AND OTHER CONSIDERATIONS. INSTALL THE WIRING WITH CIRCUITS ARRANGED EXACTLY AS SHOWN ON THE DRAWINGS. EXCEPT AS OTHERWISE APPROVED IN ADV ANGE BY THE OWNER.
F. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC. BUT ARE
RE.OU/RED TO 8£ FOLLOWED AS CLOSELY AS ACTUAL CONSTRUCT/ON AND WORK OF OTHER TRADES WILL PERMIT. WHERE. DEVIATIONS ARE REQUIRED TO CONFORM WITH ACTUAL CONSTRUCT/ON AND THE WORK OF OTHER TRADES. MAKE SUCH DEVIATIONS WITHOUT ADDITIONAL COST TO THE OWNER.
3.3 INSTALLATION OF RACEWAYS ANO FITTINGS
A. WHERE CONDUIT IS INSTALLED, OR EXPOSED
IN WORK AREAS, PROVIDE RIGID GALVANIZED CONDUIT.
I. SEAL JOINTS TO PREVENT ENTRANCE OF WATER.
2. PROVIDE GROUND WIRE OF PROPER SIZE.
3. USE NYLON !RATHER THAN STEEL! FISH TAPE.
B. USE FLEXIBLE CONDUIT ONLY FOR SHORT MOTO,R CONNECTIONS. OR WHERE SUBJECT TO VIBRATION.
3. 4 INSTALLATION OF POWER EQUIPMENT
A. PROVIDE POWER AND CONTROL WIRING FOR MOTOR STARTERS AND SWITCHES AS SHOWN ON THE DRAWINGS.
8. CONNECTIONS TO MISCELLANEOUS EQUIPMENT
I. WIRE TO, AND CONNECT TO, ALL EQUIPMENT NOT
SPECIFICALLY DESCRIBED BUT TO WHICH ELECTRICAL
POWER IS RE.OU I RED.
2. COORDINATE AS NECESSARY WITH OTHER TRADES AND
SUPPLIERS TO VERIFY TYPES. NUMBERS, AND LOCATIONS
OF £OU I PMENT.
3.5 INSTALLATION OF CONDUCTORS
A. UNLESS OTHERWISE SHOWN ON THE DRAWINGS. USE NO. 12 TYPE THWH/THHN CONDUCTORS FOR ALL BRANCH CIRCUITS, PROTECTED BY 20 AMP CIRCUIT BREAKERS. WHERE SO INDICATED ON THE DRAWINGS, USE LARGER WIRES TO LIMIT VOLTAGE DROPS.
B. THE NUMBER OF WIRES IN A CONDUIT RUN IS INDICATED ON THE DRAWINGS BY CROSS LINES ON THE CONDUIT RUNS.
I. WHERE WIRE SIZE IS NOT SHOWN, INSTALL NO. 12
CONDUCTORS.
2. WHERE CONDUIT SIZE IS NOT SHOWN, I NS TALL ¾ •
CONDUIT.
3. PROVIDE CODE SIZE CONDUIT FOR NUMBER ,AND SIZE
WIRES SHOWN OR REQUIRED, UNLESS A LARGER SIZE
CONDUIT IS SHOWN ON THE DRAWINGS.
C. USE IDENTIFIED !WHITE! NEUTRALS AND COLOR CODED PHASE WIRES FOR ALL BRANCH CIRCUIT WIRING.
D.
£.
I. MAKE SPLICES ELECTRICALLY AND MECHANICALLY SECURE
WITH PRESSURE TYPE CONNECTORS, OR BY SOLDERING.
A. FOR WIRES SIZE 6 AWG AND SMALLER. PROVIDE
"SCOTCH-LOCK• CONNECTORS.
8. FOR WI RE SIZE 4 AWG AND LAR.GER, PROV I DE
BURNDY "VERSITAPS" ANO HEAVY DUTY CONNECTORS.
OR T&B "LOCK-Tl TE" CONNECTORS.
2. INSULATE SPLICES WITH A MINIMUM OF TWO HALF-LAPPED
LAYERS OF SCOTCH BRANCH NO. 33 VINYL-PLASTIC
ELECTRICAL TAPE WHERE INSULATION IS REQUIRED.
TAPE ALL JOINTS WITH RUBBER TAPE I ~ TIMES THE THICKNESS
OF THE CONDUCTOR INSULATION, THEN COVER WITH THE FRICTION THE VINYL-PLASTIC ELECTRICAL TAPE SPECIFIED ABOVE.
THE DRAWINGS INDICATE THE GENERAL DIRECTION OF HOME RUNS.
CONTI NU£ ALL SUCH HOME RUNS TO THE PANEL AS THOUGH THE ROUTES WERE SHOWN COMPLETELY.
3. 6 INSTALLATION OF POWER/TEL. AND METER PEDESTALS
A. INSTALL AS SHOWN ON THE DRAWINGS.
B. MOUNT A TYPEWRITTEN DIRECTORY BEHIND GLASS OR PLASTIC
ON THE INSIDE OF EACH PANEL DOOR AND, ON THE DIRECTORY,
SHOW THE CIRCUIT NUMBER AND COMPLETE DESCRIPTION OF ALL OUTLETS ON EACH CIRCUIT.
C. INSTALL TELEMETRY COMPONENTS PER CMWD REQUIREMENTS.
3. 7 TESTING AND INSPECTOR
A. PROVIDE PERSONNEL AND EQUIPMENT, MAKE REQUIRED
TESTS, AND SECURE REQUIRED APPROVALS FROM THE OWNER AND GOVERNMENTAL AGENCIES HAVING JURISDICTION.
B. MAKE WRITTEN NOTICE TO THE OWNER ADEQUATELY IN
ADVANCE OF EACH OF THE FOLLOWING STAGES OF CONSTRUCT/ON:
I. IN THE UNDERGROUND CONDITION PRIOR TO PLACING
CONCRETE FLOOR SLAB. WHEN ALL ASSOCIATED ELECTRICAL
WORK IS IN PLACE;
2. WHEN ALL ROUGH-IN IS COMPLETE, BUT NOT
COVERED;
3. AT COMPLETION OF THE WORK OF THIS SECTION.
C. WHEN MATE.RIAL AND/OR WORKMANSHIP IS FOUND TO
NOT COMPLY WITH THE SPECIFIED REQUIREMENTS, WITHIN THREE
DAYS AFTER RECEIPT OF NOTICE OF SUCH NONCOMPLIANCE,
REMOVE THE NON-COMPLYING ITEMS FROM THE JOB SITE AND
REPLACE THEM WITH ITEMS COMPLYING WITH THE SPECIFIED
REQUIREMENTS, ALL AT NO ADDITIONAL COST TO THE OWNER.
D. IN THE OWNER'S PRESENCE:
I. TEST ALL PARTS OF THE ELECTRICAL SYSTEM ANO
PROVE THAT ALL SUCH /TE.MS PROVIDED UNDER THIS SECTION
FUNCTION ELECTRICALLY IN THE REQUIRED MANNER.
2. IMMEDIATELY SUBMIT TO THE OWNER A REPORT OF
MAXIMUM AND MINIMUM VOLTAGES.
3. ALSO, MEASURE VOLTAGES BETWEEN PHASES AND
BETWEEN PHASE WIRES AND NEUTRALS, AND REPORT THESE
VOLTAGES TO THE OWNER.
3. 8 PROJECT COMPLETION
A. UPON COMP LET I ON OF THE WORK OF TH IS SECT I ON,
THOROUGHLY CLEAN ALL EXPOSED PORTIONS OF THE ELECTRICAL INSTALLATION, REMOVING ALL TRACES OF SO IL. LABELS, GREASE, 0 IL,
AND OTHER FOREIGN MATERIAL, AND USING ONLY THE TYPE CLEANER RECOMMENDED BY THE MANUFACTURER OF THE ITEM BEING CLEANED.
8. THOROUGHLY INDOCTRINATE THE OWNER'S OPERATION AND MAINTENANCE
PERSONNEL IN THE CONTENTS OF THE OPERATIONS AND MAINTENANCE MANUAL REOU I RED TO BE SUBMITTED UNDER THESE SPECIFICATIONS.
C. ON THE FIRST DAY THE FACILITY IS IN OPERATION, FOR
AT LEAST EIGHT HOURS AT A TIME DIRECTED BY THE OWNER PROVIDE A QUALIFIED FOREMAN AND CREW TO PERFORM ELECTRICAL INSPECTIONS.
ENGINEER OF WORK
t::%4'~f(f'~ C~Y(02
CHARLES R. SPINKS R.C.E. 30894 DATE
BENCHMARK:
DESCRIPTION:STANDARD STREET SURVEY MONUMENT
LOCATION; STA.288•89 EC ON CENTERUNE OF EL CAMINO REAL
RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL RS-1800,2f38,,89 ELEVATION: 311.407 MSl.
VALLECITOS WATER DISTRICT 11 AS BUil T11
~£ 01:fv/06
a, tf}, -v R.C.E. sOB'?'Lf EXP. o ✓,,6/af I DA'rr
BY: ~ r Z, (1G:>"J REVIEWED BY: VWD DWG. NO
"f'O..fRESTON H. LEWIS, P.E. DATE/ f-'-7. (") t7J
R.C.E. 45927, EXP. 12/02 (._ ~ (? , 07/4~
INSPECTOR DA TE
~ CITY OF Cr1-RKJ§BAD I SHEETS I
l---+---t----------------1-----l---1---l---1 ~ ENGINEERING DEPARTMENT 3 6 1----+---+-------'------------+--+--l---l----l IAIPR(NE!AEfff Pl.ANS FOR:
POINSETTIA LANE
AT BRESSI RANCH
PRESSURE REDUCING ST/JT!ON NGT'ES
APPROVED: GLEN PRUIM tJJ-
/44 ,~ vi;~ CITY ENGINE R.C. ~ EXP.
I
I
r,::D-;,AT:;:;E:--~l·N:;:;IT:;-:IA-;,L+------------------J---,-----J----.,,--+--+---J DWN By: --:::~~jJ PROJECT NO. DRAWING NO. ' DATE INITIAL DATE INITIAL CHKD BY: .
ENGINEER OF WORK REVISION -DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ( CT99-03 397-2K ·-
VWD 02-00·4
. 0
.:,:
c;
c:
. '-'
C
.
-~ L,,'.~'
lLI _ C
·f:::' r,: ,-~ ,., u:::
",., ,;, "
.:~ ·;; :::
'" 0 _~
• -;::o 6 ..'.?
I; -i :
LEGEND
NEW METALLIC PIPE
EXISTING OR NON-METALLIC
NEW TEST STA (2 ANODES)
6-WIRE INSULATOR TEST STA
INSULATING FLANGE (JOINT)
PIPE
NOTES:
1. SEWER FORCE MAIN (FM) IS DUCTILE
IRON PIPE WITH MORTAR AND COAL TAR
LINING, AND EXTERIOR POLYETHYLENE
(PE) ENCASEMENT PER AWWA C105
METHOD A.
2. ALL DIP AND MECHANICAL JOINTS ARE
BONDED, PER DETAILS 1 AND 5 ON CP-3.
3. ALL COPPER BLOW-OFFS AND AIR-VACS
MUST BE ISOLATED FROM MAIN WITH
DIELECTRIC BUSHING. SEE DETAIL 4 ON
CP-3.
PLACE ANODES IN
UNPAVED AREA FIELD
15'
(, "\
'--- 1--->'
\ --r--+-=--~rl\r--.-
1 \ SIDEWALK OR
CONCRETE PAD
~v/···
---
TEST BOX----<
SEE WIRING
DIAGRAM EB
12'
- - ~--~- -- - _,....,
BACK OF
CURB
RAIL
12" DIP
~GUARD
1(
I I 12"
WARNING TAPE
24"
II
II
2-No. 8 HMWPE
PIPE LEAD WIRES
No. 12 THWN
(WHITE) ANODE
LEAD WIRES
ALUMINO-THERMIC
WELD. (TYP) SEE
3 DETAIL@
P-3
48 LBS. PREPACKAGED
MAGNESIUM ANODE
SEE DETAIL@
(SECOND 4
ANODE NOT P-
SHOWN)
L __ _
12" DIP
___: ~12" DIA
NOTE:
1. SEE GENERAL CP NOTES No. 3 AND No. 4.
2-WIRE CTS WITH 2 ANODES
NTS
·--·---
- p- -
BRESSI
I RANCH -----
77 +80
CTS#9
12" DIP
SEWER FM
\83+90
CTS#10
.
Ir/~<. -----
90+00
CTS#11 CTS#12 3+86
CTS#
LA. 1~ r1 (-::.Tl\
~- ¼'• '•-
'
c·r••.''
::_·, I - /'/
LIST OF CORROSION TEST STATIONS (CTS)
.
GIS COORDINATES No OF No OF REF
STA EASTING WIRES ANODES DETAIL NOTE
r•r1rEI~,-I\_; ~;, t_ -•". ~
.. '11 ·1 C) _'._l_ r; - ' ,,;~ '/ ,,:::; '.jOb ~ ,-. C, _/,-.,)_ n I ,,\: 0:UL. -
T ,,' V •~• ,_, iC ,_. L•-- u 0/ '-J L C '-'~~.
::ll)i '. II. - _ll•i[
·/t.L·/=-·~). ::=-l
71+70
CTS#8 __ / ,, 91+00 l'TS ./1.12 1 2 PVC CTS# 1 ~ 1r
)
.)
~-;F\/,/ +qc:; ✓ q,~f',4-~-:;
:'[N 1 -)C 1
,-, ., ,- -, --, ,-
~:")(._~/(j:)
f:0" 14?":
~ . ;
1 /1~·-_,1_ ~ I -•
f,2:::-2(.)40, •;
/ I .,/c:i- I
'
'. ,•··.~ ""7 ,I
.., ' .. - _, -- ,)/
12" DIP-=~
78+85
CTS#4
12" SEWER
FM DIP
WATER
85+50
CTS#2
DIP
___.-----CTS#6
700/375
PRS ---+-
\SE@
12" STL
CML&C
12"W
12"W PVC
' "" ~- 12"W DIP.
\ 11\\ /
\I\.~
'~~:;_.;_'=-~"" TO CTS# 3
--- EE DETAIL
FLANGE
(PE WRAP) 12"W PVC
16"W DIP--~
30"W CML&TW-~
{?j,
~: (TYP) \ \_ - INSUL FLG KITS
CML&C 2W CTS #5
12,, STL j (TYP 4 PLS)
(SEE GEN W/ ANODE
CP NOTE 14) PER~
~
CATHODIC PROTECTION SITE PLAN
NTS
CONCRETE PAD
SEE GEN. CP NOTE
3E. -----....._
GRAVEL BASE
SEE GEN
CP NOTE 3D.----
BRASS TAGS
LJJ-,~-- TERMINAL BOARD
SEE DETAIL BELOW
(TYP 2 PLS) _ _,,.
2-1/2" PVC REF
CELL ACCESS TUBE-,,-
,· Ir , \
TO PIPE
DYMO LABEL
(PIPE SIZE,
MATERIAL, SERVICE
I,
· '-. TO ANODE
AND STATION NO.) 12" DIP FM 34+90 r------ BIG FINK TERMINAL BOARD.
SINGLE (7 LEAD)
0 ~=cll>o
1~-+----SHUNT .01 OHM
2-No. 8 HMWPE
TO PIPE-----c/=tj::),
BRASS TAGS
12" DIP~-t"
FM
SEE GEN. CP 12" DIP;.,\:::1--j-'
NOTE 3F.-__L--j FM
cj::):::::-J:t:>-~-- WHITE # 12 THWN
CABLES" TO
ANODES
NOTE:
1. BRASS TAGS NOT REQUIRED
ON ANODE WIRES.
TEST BOX WIRING AND MOUNTING
(TWO ANODES)
EB
NTS
-L
-~~ [_ \.'\/ 47 '.:'•~
i~
C I ... cc
<') -. / ,-,--n
'
I j~ ;i t~ ~/~;~ ~;.I
L L / ,_,,-- I
-
SE\/\i .'~, .J _:_ ,-i C ') ,, .- ,'"Ii_ i ;
I/ •1 IC ,.- h; .
.' -
I .-
(:) '. ::., ~.' -i
,- ,. ail, I -n,-7~-- n I /C:i1 :_:.,L
-- ' I
I , ~u . ,- .- -- -'il ' ' - I ,_, '-' I II .. __ , __ ) ,,, ~
~.C-\\/ -- !- s.:, ~ ,37 ,..,~ 1,c. · · ',. •::,2'" 2 ·-:, ., /(·=)_ ' 1-,'" -,_, -· ___:l!I·~ ' •.j /. I •/'
'
I :'.'") F\tJ 40,60 I 98,6~?3~1 C25277·' .' ! /C?-) ! 81 ')C::,'
,:_ _j
(·· r :, (~) ~\ ,.,
!.'ii
Sf::_\;\i c::: -~1-·; I s:371JD4- c2s.=-c1=:,9 -.- 1 /c;=i-2 •-,r, h 01 I- ~- p ,' .. L -~ ,__,. '; .
',/1• _-:_,F\•\i C. / -- 4c ., '.:-)'.:; /b.}JL 625--~5'.iB /~ 1 - /CP-2 Ci,:, cir· I - ' ]J' \\;' '•' ',' ,_) -· '
J
BRESSI RANCH
8 SEW 71 +70 19-87867 6254893 2 2 1/CP-1 -
9 ·sEW 83+90 1988218 6256067 2 2 1/CP-1 -
10 SEW 90+00 1988273 6256675 2 2 1/CP-1 -
NEW.
1 1 SEW 93+86 1 988313 6257057 2 2 1/CP-1 -' 12 SEW 48+60 1987012 6252759 4 0 5/CP-2 INSUL. FLG. 1 2 "W PVC _]
EXIST.
12"W PVC ' I w 91 +00 1988200 6256782 2 2 1/CP-1 -
NEW ---...--1------
12 "w DIP-~
'
2 w 85+50 1988150 6256234 2 2 1/CP-1 -
3 w 80+00 1988084 6255757 6 0 1/CP-2 2 INSUL FLG.
4 w 78+00 1988002 6255518 2 2 1/CP-1 -
5 w - - - 2 1 6/CP-3 PRS OUTLET
6 w - - - 2 1 2/CP-2 TEST BOX IN MEDIAN
GENERAL CATHODIC PROTECTION NOTES
1. ALL MATERIALS AND INSTALLATION METHODS SHALL BE IN ACCORDANCE W!TH THESE DRAWINGS AND TECHNICAL SPECIFICATION ON SHEET CP-4.
2. UNLESS OTHERWISE NOTED DRAWINGS ARE NOT SHOWN TO SCALE.
3. AT-GRADE CORROSION TEST STATIONS:
A. TEST BOXES SHALL BE LOCATED JUST BEHIND THE CURB PERPENDICULAR TO THE TEST WIRE CONNECTION POINT. TEST STATIONS MAY BE MOVED SLIGHTLY FROM THE STATIONS SHOWN TO AVOID DRIVEWAYS OR INTERFERENCE WITH OTHER STRUCTURES.
8_ USE CHRISTY MODEL G5 TEST BOX_
C. PROVIDE 18" SLACK WIRE AT WELD TO PIPE AND COILED IN TEST BOX.
D. BOTTOM OF TEST BOX SHALL BE A 12" DEEP GRAVEL LEACH FIELD AS SHOWN. PROVIDE A 2-1 /2" PVC REFERENCE CALL ACCESS CHUTE FILLED WITH NATIVE SOIL, NOT GRAVEL.
E. !NSTALL REINFORCED CONCRETE PAD (26" SQ. x 4" THICK) AROUND TEST BOXES !N UNPAVED AREAS. No. 4 REBAR FOUR PLACES.
F. IDENTIFY TEST LEADS WITH 1-1/2" DIA. BRASS TAGS. STAMP (1/4") SIZE, PIPE MATL, SERVICE AND STA. NO. ATTACH TAGS WITH No. 14 BARE COPPER WIRE.
4. ANODE INSTALLATION NOTES:
A. SOAK ANODES IN WATER FOR 30 MIN. BEFORE INSTALLATION. SEE SPECIFICATION ON CP-4.
B. INSTALL ANODES WITH MAX OFFSET FROM DIP BUT WITHIN DISTRICT EASEMENT.
C. PROTECT ANODE LEAD WIRE WITH ROCK-FREE SHADING AND PADDING. MINIMUM DEPTH OF LEAD WIRE IS 24 INCHES. INSTALL WARN.ING TAPE.
5. ALL BURIED DIP JOINTS MUST BE BONDED PER DETAIL 1 ON SHEET CP-3.
6. ALL DIP SHALL BE POLYETHYLENE ENCASED PER AWWA C105 METHOD A AS SHOWN IN DETAIL 2 ON CP-3.
7. BURIED MECHANICAL DIP JOINTS, I.E., VALVES, FLANGES OR COUPLINGS, EXCEPT INSULATING FLANGES, MUST BE BONDED AND WAX TAPED PER DETAIL 5 ON SHEET CP-3.
8. WAX TAPE ALL BURIED METALLIC FITTINGS, INCLUDING BRONZE SADDLES INSTALLED AT EACH BLOW-OFF AND AIR/VAC CONNECTION, PER AWWA C217 AND SPECIFICATIONS ON CP-4.
9. N•O WIRE OR CABLE SPLICES ARE PERMITTED.
10. WIRE CONNECTIONS TO PIPE SHALL BE MADE BY THE ALUMINO-THERMIC WELD PROCESS SHOWN ON DETAIL 3 SHEET CP-3. ATTACH 1 WIRE PER ALUMINO-THERMIC WELD. ALL WELDS MUST BE SEPARATED BY 3" MINIMUM.
11. CONTRACTOR SHALL DOCUMENT ALL CHANGES FROM THESE DRAWINGS AND SUBMIT "AS-BUILT" DRAWINGS TO THE ENGINEER PRIOR TO COMPLETION OF WORK.
12. INSULATING FLANGES SHALL BE TESTED USING THE GAS ELECTRONICS MODEL 601 INSULATION TESTER (OR EQUAL) AND APPROVED BY THE DISTRICT BEFORE THE WORK IS ACCEPTED.
13. DIP CONTINUITY AND CP INSTALLATIONS MUST BE TESTED AND INSPECTED BY THE DISTRICT BEFORE THE WORK IS ACCEPTED.
14. PRS INLET-STL CML&C WITH PE ENCASEMENT. BOND TO AND PROTECT WITH DIP MAIN.
PRS OUTLET-STL CML&C (NO PE) PROVIDE INDEPENDENT SAC ANODE CP. SEE DET 6 CP-3.
ENGINEER OF WORK
c~f&
EA DeCarlc:,,:: CR 1011 DATE CP-1
i
CoNsmtTANT.S, INc. VALLECITOS WATER DfSTRJCT . ,,,. "'}JS BUILT · ~~ G-T-Ofo 16466 BernaJdo Center Drive
Suite B-275
San Diego, qA 92128
(858) 592-0226
PRESTON H. LEWIS, P .E.
R,C.E. 45927. EXP. 12/02
DATE
- DATE I .R.aL /0,'f EXP. /Z.-S/-07
1/WD DWG. NO.
INSPECTOR DATE
~1 CITY OF CARLSBAD 11 SMEm I
1-----+----+---------------+---+----+-----+----1 Ll_1j _ . ENGINEERING DEPARTMENT _ 3 6 I----+---+--------------+--+---+---+---!
1-----+----+---------------+--+----+-----+---1 IMPROVEMENT PLANS FOR:
POINSETTIA LANE
AT BRESSI RANCH
CATflODIC PJWTBCTION PLAN ANJ) BllT.Ail,S
I
I
APPROVED: SY
t-----+----+---------------+--+----+-----+---1 /4 0 e,:,,C 4_ J/t/~ t------+----+--------------+--+----+---+-----1 CITY ENGINE~ R.C.~ EXP. -?~3k..,~j I 1-----+----+---------------+--+----+-----+---1 DWN BYc'.~=!G~P~M~ PROJECT NO. DRAWING NO.
DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY CT99 03 397 2K RVWD BY; - - . - ~E::'.NGIN~EE:'._R _:l:0f'.._:W0R~KL __ ~R~f>/~IS~IO~N~D::'.'.E:::S'.:C::-R~1PT~IO~N~-_l:O~TH::'.:E:'.:_R!_AP:'._'.' P~RO~V~AL:.LC~l1Y~AP~P~RO~VAL~~====::::~======:'.:::===:!J I VWD 02-004
03'06
081
-_s::
,,..,
-" _,
a •• -J
s
" C -,
• ··1
c~, E
'2"
4"
0 30"
CML&TW
w so
BRASS TAG
EXAMPLE
(ACTUAL SIZE)
NOTES:
CONCRETE TEST
BOX SEE DETAIL--~
EB CONCRETE PAD
26" SQ X 4"
THICK IN
UNPAVED AREA
ONLY
No. 4 REBAR
(ALL FOUR
SIDES)
"--------- BRASS TAG
(TYP) SEE
EXAPLE
-------NATIVE SOIL
lt"-1-t----------2-No.8 HMWPE
"12" DIP RW FM"
----------- 2 No. 6 H tv1WPE
"30" CML&TW W so."
E F A B C D -----------2 No. 6 HMWPE
"24" DIP W NO"
1. SEE GENERAL CP NOTES 3 ON CP-1.
2. STAMP BRASS TAG WITH 1 / 4" HIGH CHARACTERS.
3. TERMINAL BOARD NOT REQUIRED IN CTS#3.
6-WIRE TEST STATION WIRING AND MOUNTING
BRASS TAG
SEE LEGEND
TEST LEADS---..._
TO TEST BOX
FOR WIRING
AND MOUNTING
SEE ffi
(CTS#3 - 12" DIP WATER) NTS
A&B C&D
INSULATING SLEEVE
(FULL WIDTH OF MATED
FLANGES).
STEEL NUT
(2 EA. TYP.)
STEEL WASHER
(BOTH ENDS OF STUD)
INSULATING WASHER
(BOTH ENDS OF STUD)
STEEL THREADED STUD
(SIMILAR FOR BOLTS)
BRASS TAG LEGEND (CTS #_12-RW}
WIRE SIZE
A No 2 HMWPE
B No 6 HMWPE
C No 8 HMWPE
D No 2 HMWPE
POLYETHYLENE
ENCASEMENT SEE
TAG ID
12" FM No OR Wt
12" FM No OR Wt
12" FM So OR Et
12" FM So OR Et
DETAIL @ A
(TYP) ~ CP-3 ___ --------/\.
/
\
•
I
/
TEST LEAD, ALUMINO
THERMIC WELD.---,..', -1--++--_..,,
SEE DETAIL (3\
~
1 NEW 12"
DIP
\_ -
INSULATING MATERIALS:
GASKET -TYPE "E" NOEPRENE
FACED PHENOLIC
SLEEVE - G10 LAM. GLASS
WASHER - G10 LAM. GLASS
---- INSULATING GASKET
(FULL FACED).