Cities Index.
Project Plans

Signal Hill City Council
July 11, 2023

Document
Project Plans
Meeting
July 11, 2023
Body
Signal Hill City Council
Original file
7.6 MB
Text extracted from the city's file for reading and search. Open the original on cityofsignalhill.legistar1.com. That file is the official record.

L ..... .!
- ..

I I

REVISIONS

CONSTRUCTION PLANS FOR THE

CITY OF SIGNAL HILL

PALM DRIVE PAVEMENT REHABILITATION PROJECT

FROM OBISPO AVENUE TOE WILLOW STREET
' 1 ,

REFERENCES
GENERAL NOTES·
1 ALL WORK DET ... ILED ON THE CONSTRUCTION DRAWINGS, EXCEPT AS OTHERWISE SlATED IN THE SPECIAL PROVISIONS Of THE CONTRACT, ~ALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF" SICN"L HILL STANDARD PLANS AND STANDARD SPECIFICATIONS FOR PUBLIC WOR~S CONSTRUCTION (LAT.:ST EDITION) 2 ALL ST!I. TIO NS ANO Dl~ENSIONS ARE ALONG THE CENTERLINE Of STREET UNLESS OTHERWISE SPECIFIED.
3 EXISTING UNO[RGROUNO UTILITIES AR[ SHOWN AS PER AVAILABLE RECORDS, THE CONTRACTOR SHALL BE RES?ONS18LE FOR VERIFYlNG THE ACTU ... L

LOCATION ANO ELEVATION, IF REQUIRED, IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES.

CURBDATARErERSTOFACEOf'THECURB.

ALL P.C.C. AND A.C. REMOVALS SHALL BE OUTWIED TO NECESSARY WORKING Llr.411S AND SAWCUT TO r.4 1Nlr.4Ur.4 DEPlH OF 2 INCHES PRIOR TO THE REr.40VAL OPERATIONS AND SHALL BEC0r.4E THE PROPERTY or THE CONTRACTOR AND SHALL BE DISPOSED or AWAY FROM THE Joe sm: IN A r.4ATTER AND AT A LOCATION ACCEPTABLE TO ALL AGENCIES AFf"ECTrO BY THE WORK.

6. LOCAL TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE WORK AREA TRAFFIC CONTRQ HANOBOOK (WATCH r.4ANUAL), ~i\1,;ST REVISION. AND ARE SUBJECT TO THE APPROVAL OF THE AGENCY/

7. IN ALL OPERATIONS, THE REQUIREMENTS OF THE STATE DIVISION or INDUSTRIAL SAf"ElY FOR TRENCHES, EXCAVATIONS AND SHORING SHALL APPLY. SAF£TY IS STRESSED. ANY OPERATION OR Sll\JATION 'THAT THREATENS THE SAFETY OF WORKERS OR THE PUBLIC. INCLUDING lr.4PROPER TRAF'flC CONTROL. SHALL CAUSE THE SUSPENSION OF WORK UNTIL CORRECTIONS ARE r.4ADE
B ALL OPEN EXCAVATIONS Wl"IHIN A STREEl SHALL BE STrEL - PLATrD AT ALL Tll.!ES. EXCEPT WHEN THE CONTRACTOR IS PHYSICALLY WORKING WITHIN THE AREA ANO HAS PLACED BARRICADES TO THE SATISFACTION Of" THE ENGINEER. 9 THE CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS IN SUCH A UANNER lHAT STORM OR OTHER WATERS MAY PROCEED UNINTERRUPTED AND WITHOUT EROSION ALONG THEIR EXISTING SlREET OR DRAINAGE COURSES.

10. IN THE COURSE OF RUNorF WATER CONTROL. THE CONTRACTOR SHALL PROTECT ALL WATrR COURSES. THE GROUNDWATrR AND B00t£S or WATER FROM POLLUTION BY FUELS, OILS. BITUMENS OR OTHER HARt,ffUL t,!ATERIALS 11 . ~:~ ~~;~ l:~D~l~l:i~:~1~/)RANGE VEST SHALL BE WORK AT ALL TIMES

12. BEFORE STARTING WORK, THE CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY or SIGNAL HILL. DEPARH 4ENT OF PUBLIC WORKS.

13. FAILURE TO COMPLY WITH ANY or THE ABOVE ITEMS SHALL BE SUFFICIENT

CAUSE FOR THE AGENCY CITY TO ARRANGE FOR 'THE NECESSARY WOR K TO BE PERFORMED BY OTHERS. ANY COSTS INCURRED TO COMPLETr THE NECESSARY WORK WILL BE CHARGED TO THE CONTR ACTOR.

BENCHMARK NOTE·
CITYOfLONGBEACHBENCHMARKS83.LOCAT£DATR£00NDO
AVENUE ANO WILLOW STREET. BEING A L&T IN CURB, STAl.!P[D "CLBBM58.J, 1997". NGV029{198S)ELEVATION: S2.9J6'
DATEOfSlJRVEY: 11 -22-2022
SCALE: AS SHOWN DATE
PRCPN!EOUNOCltTHESUPEl'M5Dlot
SUBSTRUCTURE NOTES:

THE EXISTENCE ANO LOCATION or UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH Of" AVAILABLE RECORDS, THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY I.IEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR"S RESPONSIBILITY TO CONTACT UNOERGROUNO SERVICE ALERT (PHONE 1-800- 422- 41JJ) TWO (2) WORKING DAYS IN ADVANCE Of ANY EXCAVATION FOR THE MARI< OU T Of THE LOCATION or UTILITIES AND NOTIFICATION or COI.II.IENCEMENT or WORK. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE WITH ANY UTILITY FOR ANY AD.AJSTUENTS Of FACILITIES TO BE

COMPLETEO BY THE RESPECTIVE UTILITY COMPANIES
FOR ANY QUESTIONS REGARDING THE MARI( OUT Of" THE UNOERGROUNO UTILITIES, THE CONTRACTOR

SHALL CONTACT THE RESPECTIVE UTILITY COMPANY
DATUM $TA1fMfNT:

TH EBHRINGSSHOWNHEREONARE BASEDDNTHEBEARINGBETWEENPOINTND. 10004ANOPDINTNO.

Hl007. BEING NJ7"41'4D"E. AS DERIVED BY REAL Tlt,!E NETWORK t,![ASUREI.IENT BASED UPON THE CALFOIINIA COORDIN~TE SYSTEM 198J (CCS8J), ZONE V. NORTH ~MERICAN O~TlJM Of 1983 (N~2011.

EPOCli2021.250).

CIVIL ENGINEER'S NOTICE TO CONTRACTOR
THE CONTRACTOR AGREES THAT HE WILL ASSU1.4E THE SOLE ANO COMPLETE RESPONSIBILITY FOR Joe SITE DURING THE COURSE or CONSTRUCTION or THIS PRO..E:CT INCLUDING SAFETY or ALL PERSONS ANO PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY ANO NOT BE Llr.llTEO TO NORMAL WORKING HOURS. AND THAT THE CONTRACTOR SHALL OEFENO. INDEMNIFY. AND HOLO THE OWNER AND

ENGINEER HARMLESS FROM ANY ANO ALL LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE PERFORr.4ANCE OR WORk' ON THIS PRO..E:Cl, E~CEPTING FOR LIABILITY ARISING FROM THE SOI..[ NEGLIGENCEOFTHEENGINEER. ORANYPUBLICAGENCY.

PAYIN G NOTES·
1 AGGREGATrBASESHALLBECRUSHEDAGGREGATEBASEONLY.ASSPECIFIEO IN SECTION 200-2 OF THE ST.-.NDARO sPECIFICATIONS ANO AT THE DEPTH

ANO LOCATIONS SHOWN ON THE PLANS

2. A TACK COAT SHALL BE APPUEO TO ALL CONTACT SURFACES. INC!.UDING ALL AREAS COLO PLANED OR SAWCUT. AND BElWEEN SUCCESSIVE COURSES AT A RATE OF 0.05 GALLON PER SQUARE YARO. TACk' COAT SHALL BE AR-1000

PAVING ASPHALT
J REI.IOVE AND ABANDON PIPELINES .-,NO COORDINATE RELOCATION WITH ALL UTlLITY COr.4PANIES THAT CONTROL ANY FACILITIES WITHIN 6 INCHES Of BOTTOM Of THE CRUSHED AGGREGATE BASE AT NO COST OF THE CITY.

4. 'THE ASPHALT CONCRETE BASE COURSE SHALL BE CLASS B WITH ARHr.4 PAVING ASPHALT. THE ASPHALT CONCRETE FOR THE SURFACE COURSE.

ASPHALT CONCRETE TRANSITIONS. ANO OVERLAYS SHALL BE CLASS C2 INDEX OF DRAWINGS·
BASED ON A SURVEY BY: GUIDASURVEYING, INC
DATE:11/22/2022
REFERENCE GEOTECHNICAI $Tl/PY BY· PARIKH CONSULTANTS. INC DATr:12/0li/2022
PROJECT 1: 2022- 129- GEO
STANDARD LIST: sPPWC PLAN NO. 111-5
CITVOFSIGNALHILLSTANOARDPLANN0.202
CITY0f"S1GNALHILLSTANOAROPLANN0.20J
CITYOFSIGNAL HILLSTANOAROPLANN0.207
CITY or SIGNAL HILL STANOARO PLAN NO. 214
CITY OF SIGNAL HILL STANDARD PLAN NO. 217
CALTRANSSTANDARDPLANA2DA
CALTRANSSTANDARDPLANA24D
CALTRANSSTANDARDPLANA24G
PREPARED BV':
1T11..E 8H:ET R~ NO.~\ K:°/2W,l
- ~ -~ PALM DRIVE PAVEMENT REHABILITATION PROJECT
AlOM OBISPO AVENUE TO E Wlll.OW SlllEET OF 6 SHEETS
1::±::j=±================::j=:t::==============::t:===============1 APPIIOVEDS-~-...,~~...:"' CITY OF SIGNAL HILL DIALTOU.f'REE
11:r~:,vs
EX. N°LY
,;w
EX. CROWN
! EX. 'l_
:so·

PALM DR TYPICAL CROSS SECTION
EX. CROWN
EX.S'lY
,;w
DETAIL "A"

GRADING DRIVEWAY TRANSITION
NTS
DETAIL "B"

GRADING DRIVEWAY TRANSITION
NTS
2" GRIND. APPLY TACK COAT
AND CONSTRUCT 2" ARHI.I
Ex. ,,ny
,;w ! EX. 'l_
~i f---~'~".'"-"-'-"'~"-"-' --- -+----'~:
,o· ,o·
:so·
STA. 10+62.13 TO STA. 12+86.68:t
"" EX. CROWN
ExRiLY ! EX. ~ ExR1~LY
r- --- ----- -''cc"c;·:cc'°c..·. .::'°c..· ----------1 ~ PZZZTfllZm

REVISIONS
VAR.20'- 38" VAR.20'-JO"
VAR. 19°-31° VAR.16'-20"
SH,. 1H86.68:t TO STA. 2~+03.80
""
~ VAR.4"- 10"
~~~
I ', I

REFERENCES
EXIS:TI~G-coNCJm:1£ .
~
DETAIL "D"
NTS

CONSTRUCT MONOLITHIC 'MTH RAMP

AC PATCHBACIC
BACl<FlLL

EXISTING RIGHT-OF- WAY
EXISTING SIDEWALi(
EXISTING CHAIN LINK t£NCE

EXISTING CURB & GUTTER

PROPOSED CURB & CUTTER

EXISTING WATER UNE
EXISTING TEl.£PHONE LINE

EXISTING OVERHEAD ELECTRIC

EXISTING SE'IIER LINE

EXISTING STORM DRAIN LINE

EXISTING EDGE OF PAVEMENT

REMOVE EXISTING EDGE OF PAVEMENT
PROPOSED EOG£ OF PAVEMENT
~o 0---0
0 "'
EX. TREES/LANDSCAPE
EX. STREET LIGHT
EX. SANITARY SEWER 1.1.\NHOLE
EX. WATER I.IETER
EX. GAS I.IElm
EX. WATER VAL',\'.

EX.I.IAILBOX
EX. FlR'E HYDRANT
EX. POWER POLE

REMOVE MAIL BOX
Pl!Of'OSED I.IAILBOX
~PROP.aJR8RAWP
SCALE; AS SHOWN DATE
PIICPMED UNOO THE SUPOM$lllN OF lt:. lt0.($>41,\ &,°/2013 - .. """"'" s-o.-1.&~ L--l---+--'-------------------+-.,_---------------+----------------< ~ crif~lt CONSTRUCTION NOTES:

CD-PROTECT IN Pl.ACE, ITEM PER PLAN.
@-REMOVE ITEM PER PLAH.
@-REMOVE ANO DISPOSE EX. AC ANO NATIVE TO A DEPTH OF 11.5--INCH. @-REMOVE ANO CMSPOSE EX. AC. BASE AND NATIVE TO A ot"PTH OF 10-INCH. ©-GRIND 2" AC.
@-CONSTRUCT 2-INCH ASPHALT R\JBBER1ZED HOT MIX (ARHM)
@-CONSTRUCT 9.S-INCH AC Cl.ASS B OVER 95,i; COMPACTED NATIVE. @-CONSTRUCT 8-INCH AC CLASS B OVER 95,i; COMPACTED NATIVE. 0-~~I~~ E:J.TI: :~ g;:~Jri ~~VE~~SE PE~0SP~ ~ ~-111-S OVER @-~~~f~CU~ ~~~TTER PER CITY OF SIGNAL HILL SlO. PLAN NO. 202 @-~~~irf.CC CURB AND CUTTER ONLY PER CITY OF SIGNAL HILL DRl'.1:'.WAY @-i:~~ti ~~~~IC:o.Pgf/OMMERCIAL DRl~AY PER CITY OF
@-~~~:~:~~A~c;;:~~~ :~ 1:T:l~C!CA?F c:~~-OSEO CURB ac
@-~~si~E~.~~~.~Y6.~LVERT PER CITY Of SIGNAL HILL SlO. Pl.AN NO. 214. @-RELOCATE MAILBOX.
@-AD.UST WATER/GAS VALVE BOX, C<r,,g. ANO SLEEVE TO GRADE. @-AO.AJST MANHOLE FRAME AND COVER TO GRADE.
@-AD.UST WATER/GAS METUI 80)( AND COVER TO GRAOE.
@ - AD.UST SEWER a.£ANOUT ANO COVER TO GRADE.
@ - AO.UST SC( VAULT TO GRADE (BY OTHERS).
@-AO.UST TRAmC PULLBOX TO GRADE.
@-:;l6&N1l°B?J:~TI: D~E~~.tTA8l£ SUBGRADC ANO Cl.ASS B AC FULL DEPTH @-CONSTRUCT Pee SIOEWAU( PER CITY OF SIGNAL HILL STD. Pl.AN 207.

ABBREVIATIONS:
"· ""EO. '· EP
n.
" "' '" '" 'i.
,;w
'"" "'" RET.

BX
11(
..

WY
WM
" CM
SW
SC[
PROf'OSED '" FlRE HYDRANT

EXISTING MH M-'NHOLE
TEMPORARY cw GUY WIRE
EXISTING GROUND lilEPHONE
EDGE OF PAVEMENT .. MM.BOX
FLOW LINE ... TOP OF CURS sco SEWER Q.EANOUT
CURB FACE l£fT
BEGINNING OF CURB REl\lRN
END OF CURB RETURN '""' CENTERLINE " A.C. """ ASPHALT CONCRETE RIGHT-OF-WAY BEG. BEGIN
BEGIN VERTICAL CURVE ""''' TR.\NSITION
END VERTICAL CURVE N"LY NORlHERLY
RETAINING "' EAS1£RLY

BOTIOM OF WING S'LY SOUTHERLY
TOP OF WING W1.Y WES1£RLY
F1N1SHED SURFACE STATION
IRRIGATION '"' ELEVATION
WATER VALVE PCC PORTl.AND CEMENT CONCRETE

WATER METER CB CATCH BASIN
PULLBOX " RIGMT DRIVEWAY WING
GAS ME1£R LX IDT DRIVEWAY 'MNG

UTUTY VALVE
SIDEWALi(
SOUTHERN CAUFORNIA EDISON Dll DETAIL
PREPARED BY:
0ETAL Bt£ET
PALM DRIVE PAVEMENT REHABILITATION PRO.ECT
AlOM OBISPO AVEMJE TO E WIU.OW smEET

CITY OF SIGNAL HILL
N/A
~
,;,
5700 Sf
•oooo sr
"" " ,00 "''
''° '°" 2200 ""
"
"" U'
,00 U'
''° Sf
"
"
"
"
"
"
,;, "
"" Sf
2 Of 6 SHEETS

OBISPO AVENUE
I I~ ._
DIAL TOLL FREE 1:r~.:~lS
~i
~i~~~ i
~t!!! ;~
'0
~~
///mi~J- ~ ~11 T
c~M~c~P6g ~~~ ~ it
~ _J"+tfr·~;i

PALM DRIVE
CONSTRUCTION NOTES:
@-PROlECT IN PLACE, llDI PER PLAN.
@-REMO'ot: !TEW PER PLAN.
@-REMOVE AND DISPOSE EX. AC ANO NATIVE TO A DEPlH Of 11.!i-lNCH. @-REMOVE ANO DISPOSE [lt. AC, BASE ANO NATIVE TO A ~lH Of 10-INCH. ©-GRIND 2" AC.
@-cONSlRUCT Z-!NCH ASPHALT RUBBERIZED HOT MIX (ARHM).
@-CONSTRUCT 9.!HNCH AC CLASS 8 OVER 95,r; COMPAClEO NATIVE. ©-CONSTRUCT 8-INCH AC Cl.ASS B O'<t:R 95X COMPACTtO NATIVE. 0-~~~~ Ew~J.TI: = ~~:.'6~6 :~VE~~~si~oSPP~ ~ ~N.111-5 O'-£R @-i:~~fU~E~: ~~~TIER PER CITY Of SIGNAL Hill STD. PLAN NO. 202 ®-;:.s:O~I,f.cc CURB AND cumR ONLY PER CITY or SIGNAL HILL DRIVEWAY @-i:~~l t:~l~/~f/OMMERCIAL DRIVEWAY PER CITY Of

PALM DRIVE
@-~~u~:;~~:,::,.~c;:~:~ tiff 1:r!~C?< ... 5*"0:~:.oSEo CURS & @-~si~~~~.~~~~-~L~T PER CITY Of SIGNAL HILL SID. PLAN NO. 214. @-Ra.OCATE MAILBOX.
@-AD..l.JST WATER/GAS VALVE BOX, COVER, ANO SLEEVE TO GRADE. @-AD..l.JST MANHOLE f"l!AME AND COVER TO GftAOE.
@-AD..l.JST WATER/GAS METER BOX AND COVER TO GRADE.
@-AO..l.JST S£'11ER CL(ANOUT AND COVER TO GRAD£.
@-AO..l.JST SCE VAULT TO GRADE (BY OlHERS).
@-AO..l.JST TRAFFlC PULLBOX TO GftADE.
@-~ri&Jfe~~~l1.rs~Er~TABLE SUBGRADE AND a.ASS 9 AC FULL DEPlH @-CONSTRUCT PCC SIDEWAl.k PER OTY Of" SIGHAL H!LL STD. PLAN 207.

B-2
~
: 5.2- INCH± AC
SECTION "E·E"
NTS
E8888888888il
tzZZTJZZTJZd 8-3: 5.5- INCH±AC.5.5-INCH±PCC
~-----------'~~
[,:,;;_:'.,~,.~ .. ,.,;_.:,.:,.._: ·:~::1,4
/ PREPARED BY:

K•A ~90..t.:!!-:/m
Tel:(909)S9o.9693F .. (909)89IM69(
~(}{/ _____ 6/2~qEon

REVISIONS REFERENCES SCALE, AS SHOWN DATE
'""=~==~----------------~=+-------------------------------l~?~F~ STfEET M'ROVBENT 8H:ET tlalCNOJln' Ir.A
""""'" s-o.-...."OC=:"E::'r.=-·•
APPR<M0 CITY~,i

PALM DRIVE PAVEMENT REHABILITATION PROJECT

FROM OBISPO AVEMJE TO E WILLOW STREET

CITY OF SIGNAL HILL
3 OF 6 SHEElS
PINIIU&lt
l'IM(2) 1

REVISIONS
DETAIL "P'

DRIVEWAY
SCALE 1" = 5'

PALM DRIVE
CONSTRUCTION NOTES:

G)-PROTECT IN Pl.ACE. ITEM PER PLAN.
®-REMOVE ITEM PER PLAN.
@-REMOVE AND DISPOSE EX. AC AND NATIVE TO A OEPTH or 11.5--INCH. @-REMOVE AND DISPOSE EX. AC, BASE AND NATIVE TO A DEPTH OF HHNCH ©-GRIND2"AC.
@-CONSlRUCT 2-INCH ASPHALT RUBBERIZED HOT MIX (ARHM).
@-CONSlRUCT 9.5-INCH AC Cl.ASS B OVER 95,C COMPACl£0 NATIVE. @-CONSlRUCT 8-INCH AC Cl.ASS B OVER 95,C COMPAClm NATIVE.

G)-~~~~~~~-TI: :~~ g:~:¥iri ~~~~Ai:s:~~~ ~~N.111-5 OVER ©-i~~fU,<a.?:r: ~N~TTtR PER cm or SIGNAL HILL SlD. PLAN NO. 202 ®-~.s~~c::1fCC CURB ANO GUTTER ONI..Y PER OTY OF SIGNAL HILL DRIVEWAY @)-~~f~il ~~a;:~1r:/~;,.cOMMERaAL DRIVEWAY P£R aTY OF

REFERENCES

WILLOW STREET
I
!1
@-~ON~ui~,:;~~:~c:A~\=:~~~ :ETR ~ir!~c.!'A.or oii~.05£0 CURB & @-grJr:~~~~.A:~~~~~LVERT PER aTY or SIGNAL HILL SlO. PLAN NO. 214. @-RELOCATE MAN.BOX.
@-AO.UST WATER/GAS VALVE BO)(, COVER, AHD Sl.E[VE TO GRADE. @-AO.UST MANHCN..E F'RAME ANO COVER TO GRADE.
@-AD.UST WATER/GAS METER BOX AND COVER TO GRADE.
@-AD.UST SEWER a..EANOUT AND COVER TO GRADE.
@-AD.UST SCE VAULT TO GRADE (BY onos).
@-AD.UST lRAfflC PUI.LBOX TO GRADE.
@-:~6&N1te~~:,~n: O~Ef~TAEILE SUBGRAOE ANO Cl.ASS s AC FU..L OEPlH @-CONSlRUCT PCC S10EWAU( PER OTY or SIGNAL HILL SlD. Pt.AN 207. tQQQQQQ(X)QQQi 9.5-INCH AC Cl.ASS B
t2ZTJZ?/TJZ.d 8-IN~ AC Cl.ASS B
""'---""--' B-1:5.5-INCH±AC.4,5-INCH±BASE
PREPARED BY:
~r)t/ _____ 6/2c!f.i2E02l
SCALE; AS SHOWN DATE 8TIEET MPROVBENT 8tEET PREPAl!EDIJNoatT1'£SWEll'ffilOMOf -~==~-------==-------~=+----------------~----------------< ,._f;,H0~1 ~/2023 PALM DRIVE PAVEMENT REHABILITATION PRO.ECT AlOM OBISPO AVEJ\IJE TO E WU..OW STREET GJ/1323
CllY OF SIGNAL HILL
4 Of 6 SHEETS
0-INCHREl. CURB
W 1 9)
\------- --- -----,
DETAIL #1 - CURB RAMP
SW (Ill.BJ')
I
I
I
I
I
I EX. R/w I / ____ _L__ I
I

NE CORNER OF PALM DR AND OBISPO AVE
CONSTRUCTION NOTES:

G)-PROTECT IN PU.CE, ITEM PER PLAN.
©-REMO\JE ITEMPER PU.N.
@ - REMO\JE ANO OISPOSE EX. AC ANO NATIVE TO A DEP"Ttf OF H .5-INCH. @-REMO\JE ANO OISPOSE EX. AC, BASE ANO NATIVE TO A OEPTH OF 10-INCH. ©-GRIND 2° AC.
@-CONSTRUCT 2- INCH ASPHALT RUBBERIZED HOT MIX (ARHM).
@-CONSTRUCT 9.5-INCH AC CLASS B OVER 95:1 COMPACTED NATIVE. ©-CONSTRUCT 11-tNCH AC CLASS B OVER 95:1 COMPACTED NATIVE. 0 -:~~~ ~~.TI~:~ gg:~~ :~~AcW:s/~':.o5p~ ~ ~.m-5 OVER
EX. R/VI
,----------- -- 1
I
I
I
I
I
I //'---+--sAWCUT. PER DETAIL ·o· CONSTRUCT CURB I.IONOLITHIC WITH RAl,!P 'i,11,..:.:.--'7,YP----+--~ :::!g.'
DETAIi #2 CURB RAMP SW CORNER OF PALM DR AND WILLOW ST
1 UN0ERLYINGEM. PCC

CROSS GUTTER
_ _ __ _ __ _J
-------, ·---t--,_Vl ~~::L~fTlr PCC :

I
I
@-i~~~~ CU~ ~~~'.""1TTER PER CITY OF SIGNAL HILL STO. PLAN NO. 202 0-~:.s~c;,;cc CURB AND GUTTER ONLY PER CITY OF SIGNAL HILL DRIVEWAY @)-~:~~f~ ~~CH~~/~f/OMMERCIAL DRIVEWAY PER CITY OF
':::
~
"'·::;;:;;::;;::;;·:;''::;:··I CONSTRUCT PCC PAVEMENT

9.5-INCH ACCLASSB
@-~~ug:i,:;~~~c:A~\;~~~; ~TR ii:T!~C!'/" o:~~.osm CURB "' ® - g~1:~~[r~.~~.'~Y80~ LVERT PER CITY OF SIGNAL Hill SlO. Pt.AN NO. 214. @ - RELOCATE MAILBOX.
@-AD..IJST WATER/GAS VALVE BOX, COVER, AND SLEEVE TD GRADE. @-AO,RJST MANHOLE FRAME AND COVER TO GRADE.
@-AD,RJST WATER/GAS METER BOX AND COVER TO GRADE.
@-AD.1JST SEWER ct.EANOUT ANO COVER TO GRADE.
@ - A0.1JST SCC VAULT TO GRADE (BY OTHERS).
@ - AD.UST 1RAFflC PULL.BOX TO GRADE.
@-:~IJgN1{B~~~'ftTI: ~E~~-tTABLE SIJBGRAOE ANO CLASS 8 AC F\JLL DEPTH @-CONSTRUCT PCC SIDEWALK PER CITY OF SIGNAL HILL sm. PLAN 207.

DETAIL #3 - CURB RAMP
SE CORNER OF PALM DR AND v.1 LLOW ST

REVISIONS REFERENCES SCALE, AS SHOWN DATE
,-..,,~==~--- ----==~------~=+---------------~----------------<pU:~~~ R.c.t.NO. EXP
s-o.-.\.~"ffe~·
=-
P2Z2ZZ22ZIZJ II-INCH AC CLASS 8
I 95% SUBMITTAL I

PREPNIED BY,
CURB RAIi" CETAL 8H:ET
PALM DRIVE PAVEMENT REHABUTAllON PROJECT
R'IOM OBISPO AVENJE TO E Will.OW STREET

CITY OF SIGNAL HILL
5 or 6 SHEETS

OBISPO AVENUE
\ \ EX. R~-7
I
DIAL TOLL FREE ~,::On

REVISIONS
'"'

PALM DRIVE
H.R30A(CA)
m PROP. PA'vOIENT MARKING
aj PROP. ROAOSIDE SIGN
PROP. TRAmc STRIPE
~l~ EX. PA-.a4ENT MARKING
cj EX. ROADSIDE SIGNS
REMOVE. TRAmc STRIPE

PALM DRIVE

E WILLOW STREET
REFERENCES SCALE: AS SHOWN DATE
PR£PIJIEDUNOOITHE$UPOMSIONOF" ,lffH0~1 8/30/2023
:: S_G_-..,it:..,.IS£..."E::!:"•
cirr bioiEi

SIGNING & STRIPING CONSTRUCTION NOTES
OJ APPLY 'IIKlE P ... VEMENT 'M'.>RD MARKING ·srOP" PER CALTRANS STANDARD PLAN A240 [I] APPLY 1'-0" LIMIT LINE PER CAL TRANS STANOARO PL.AH AZ~ m APPLY 6" YELLOW CENlERUNE PER CAL.TRANS STANDARD PLAN A20A, DETAIL 1 0 APPLY 6" DOVBLE VELLOW CENTERllNE PER CM.TRANS STANDARD PLAN A20A. DETAIL 21 11] PAINT RED CURB
[!) INSTALL BLUE REFLECTORIZED MARKER
0 APf'LY 1'-0" MillE CROSSWALI( PER CALlRANS STANDARD PL.AH A24f. m RELOCAlE SIGH AND POST.
....

PREPARED EJ'I':

K•A
JHl!l C:ShobyS"""'!
0Norlo ,Collomlo917fi4
Tel(909)8~93Fn: (909)Hll-96U
8IQt,K) AIC) 8'TlFPt<IQ 81-EET
PALM DRIVE PAVEMENT REHABILITATION PAO.ECT
FROM OBISPO AVEJIIJE TO E WR.LOW SffiEET

CITY OF SIGNAL HILL
/
6 Of 6 SHEETS
..... .._.

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