2025-01-14; City Council; 06; Revised plans, specifications and contract documents, acceptance of bids, relief of a bid, award of contract to Filanc and transferring funds for construction of the Cann — Carlsbad City Council, January 14, 2025 (part 3 of 3)

March 3, 1998
pletion of primary settlement will be provided by PSE based on settlement monitoring.

PSE will provide a letter when this settlement is complete and when underground utility and storm drain construction can begin.

QMME
'Provide, a letter from soils engineer stating that the grading foi this [desilting] basin, will be stable after cut s/ope grading'.

RESPONSE
A suspected landslide deposit occurs adjacent to the proposed desilting basin along the south side of Cannon Road (sheet 3). This landslide has been identified by American Geotechnical (1983) and Owen Geotechnical Consultants, Inc. (1985). Their subsur- face excavations do not appear to conclusively identify a landslide deposit or a basal rupture surface. A bucket auger boring recently excavated by PSE also proved to be inconclusive. The existence of this landslide is largely based On geomorphic expres- sion.

Owing to the uncertainty of this landslide, PSE recommends that the slope be cut to de- sign grade and then be finally evaluated for stability.

If PSE assumes the existence of the landslide and a geometry depicted On cross- section G-G' (Figure. 1) then a buttress or stabilization fill backcut behind the cut slope would likely result in a failure Of the entire landslide area. The failure Would extend well beyond the limits of a proposed backcut. This would result in disturbance and neces- sary grading in the open space above top of slope. Considering the above if S
Work Order .400625 Page 3
March 3,1998.
instability is detected during design cutting, it is recommended that the landslide area be removed and a stabilization fill be constructed whose width is one half the slope height.

COMNEMTS
'Frov*le ie'.ned soils report plates to cover [des*Ytlng basin) and to match cuiient street and lotting pattem'

RESPONSE
These plans are enclosed herein (sheets 3 through 6). ,.

Respectfully subafted, W 2314
PACIFIC SL42I C INC.
-
'
V
1~6 0 ~ Reviewed by-
A dd ressee
Manager
Engkmring 4presid"
€3 d Consultants, Marina i'irr
PACIF I C SOILS ENGINEERING. INC.

NORTHWEST
G

SOUTHEAST
00 60
to
0 0
TD-33
1 1
Tsa

CROSS-SECTION G-G'
SCALE: 1 *=40 1 H&V •
FIGURE 1
P
PAC
771$ COHVOY COUIT
rJ
Ø1C SOflS NGINEERD4G, INC.

S
lAM DQ. CA 2I II 4I$ $.I III
V.0.: 400625 DATE: 3316
Pacific Soils Engineering, Inc.

January 30, 2001
NOV-09-01 11:53AM 'FROM-Camp Uresser & McKee Inc. (50 435 1411 T-411 P.00Z/004 F-558 —i PACIFIC SOILS ENGINEE1NO 1 INC. ,
7715 CONVOY COURT. SAN DIEGO. CALIFORNIA 9211'
TEL1P4ONE: (859) 560-171, FAX: 1858)S50380

SHEA HOMES
10721 Treena Street - Suite 200
San Diego, CA 92131-1039 January 30, 2001
Work Order 400625G
Attention: Mr.., Greg Ponce ,
Subject: Geotechnical Summary for the Grading of the Desilting' Basin. Adjacent to Cannon Road, Approximate Station
94+30 to 99480, Kelly 'Ranch, Village E, Canterbury Project, in the City of Carlsbad, California
References: See Appendix
Gentlemen: . .

Presented herein is Pacific Soils E69inèering1 Inc.'s (PSE) geotechnical summary for the grading associated with the desitting basin adjacent to Cannon Road, approximate station 94+30 to 99+60, Kelly Ranch, Village E, Canterbury project, located in the City of Carlsbad, California. This report represents a summary of the as-graded geologic and gectechnical conditions associated with the basin and adjacent cut slope.

Project grading occurred in 1999 and consisted of the excavation of the desilting basin and adjacent cut slopes. Very minor amounts of compacted fill were placed along the southern edge of Cannon 'Road during project grading. The materials encountered dur- ing the excavation were observed to consist of colluvium and weathered bedrock.. Evi- dence for landsliding, which is discussed in PSE (1998), was observed to be not pre- sent Accordingly, based upon our recent observations and our observations. during grading the slopes associated with the desilting basin are considered to be grossly and surficially stable.

it
cORpoATg PIEAPU*1rTEJ
T& (714) 0.a775
CAX (714) mmma
LOS £kQ COUNTY MVMOE COUNTY
TEL (30) 3-7272 or r=) 7754171 TEL; (09) 67C.B1
FAX: 1714) 9' ' FAX: (9) G76.1879
SOSYHOft&NC COUNTY
Ta: (714)73.21 22
FAI:(7141730.6191
JAN.31.201 12:7PM CAMP DRESSER MCKEE-CARLSBAD NO .9 . 84 P3 7G Work Order 400625G Page. 2
January 30, 2001
It is our understanding that the City of Carlsbad proposes to inlifi the basin and create a pad for a sewer pump station, It is PSE opinion that this is likely to be feasible without significant remedial grading. Gectechnicat raviow of the proposed design of the sewer pump station pad should be undertaken prior to grading, particularly if additional cut s are proposed for the adjacent slopes.

The opportun ity to be of service is appreciated, and should you have any questions please contact the undersigned.

Respectfully submitted, 2314

PACIFIC SOILS ENGINEING, INCA
F. tf-CH4NEyi GE 7
613010
4*an§ Y
Reviewed by:

AW
If
VW-1cetsiderit
Dist:. (3) Addressee C'
JAC/A?qIJ*;cpJ0424
J
PclF$C 5iI.INUIRI M MING, INC.

JAN.31.201 12:7PM CAMP DRESSER MCKEE-CPRLSBAD N0.9849 P. fl .lJ. • I I '.J1 —.Ir1i.d
Work Order 400625G
0 A P P E N D I X 0
January 30, 2001
0 REFERENCES
Pacific Soils Engineering, inc., 1999, Project Grading Report for Lots I through 144, inclusive, and Lot 153, Kelly Ranch, VillageE, City of Carlsbad, CA. dated April 12, 1999, (Work Order 400625G).
0 0
Pacific Soils Engineering, Inc., 1998, Response to City of Carlsbad Review Comments, Kelly Ranch, Area E, In the City of Carlsbad, CA, dated March 3, 1998, (Work Order 400625Q).
0 I

DESCRIPTION AND CLASSIFICATION OF SUBSURFACE MATERIALS
' SOIL •' ' ROCK .'
.Soil description on logs of subsurface explorations are based on Standard Penetration Test results, visual—manual Rock descriptions noted on logs of subsurface explorations are based on visual—manual examination of examination of exposed soil and soil samples, and the, results of laboratory tests. on selected samples. The exposed rock outcrops and core samples. The criteria, descriptive terms ond definitions used are as follows:
criteria, descriptive terms and definitions are as follows:

Rock Quality Designation—Sum of the length of recovered cre pieces greater than, or equal to 4 inches divided by DENSITY OR CONSISTENCY ' ' ' ' ' ' ' the theoretical length of rock cored.

Modified CA
'
Density of SPT Sampler Consistency of , 'SPT Recovery Ratio—length of core recovered divided by the theoretical length of rock cored.

Cohesionless Soils (Blows ocr ft (Blows per ft) Cohesive Soils (Blows per ft) FIELD HARDNESS: A'measure of resistance to scratching.

Very Loose 0-4 0-4 Very Soft 0-2 ' 'Very Hard Cannot be scratched with a knife point or sharp picl.

Loose 5-10 5-12 Soft 34 ' Breaking of hand specimen requires several hard blovs of geologist's pick.

Medium 11-30 13-35 Medium 5-8
Dense ' 31-50 36-60 Stiff 9-15 ' ' .'.• Hard Can be scratched with a knife point or pick only with difficulty.

Very Dense over 50 over 60 Very Stiff . 16-30 ' . ' , Hard blow of hammer required to detach hand specimen.

Hard' ' over 30 , ' ' Moderately Hard Can be' readily scratched with a knife or pick. Gouges or grooves 1/4 in. deep can be excavated by , PENETRATION RESISTANCE •' ' '
' hard blow of point of geologist's pick. Hand specimns can be detached- by moderate blow.

Standard Penetration Test (ASTM D-1586) - Number of blows required to drive a st,andord 2 in. 0.0. 'split spoon sampler ' Medium Hard Can be grooved or gouged 1/16 in deep by firm pressure on knife or pick point. Can be excavated 1 ft. with a 140 lb. weight falling freely through 30 in. ' ' in small chips to pieces about 1—in, maximum size by hard blows of the point of a geologist's pick.

COLOR: Basic colors and combinations: black, brown, gray, yellow—brown, etc. , ' ' Soft Can be grooved or gouged ea sily with a knife or pick' point. Can be excavated in chips to pieces several '
inches in size by moderate blows of a pick point. Small thin pieces can be broken by finger pressure. ' MOISTURE CONTENT: :
' '
.
'
Very Soft Can be carved with a knife and excavated with a pick point. Pieces 1—in, or more in thickness an Dry — Absence of moisture, dusty, dry to the touch be broken with finger pressure. Con be scratched easily by fingernail. Moist ' — Damp but no visible water Wet — Visible free water, usually soil is below water table WEATHERING: The action of organic and inorganic and chemical and physical processes resulting SUPPLEMENTAL SOIL TERMINOLOGY: ' . ' ' ' in alteration of color, texture and composition.

Bed — A sedimetary layer bounded ,by depositional surfaces Blocky - A characteristic in which cohesive soil can be broken down into small angular lumps which resist further breakdown ' . ' Fresh—FR , No visible sign of alteration, except perhaps slight discoloration on major discontinuity surfaces.

Bonded ' - Attached or adhering
Fissured — Broken along definite planes of fracture , ., ' Slight—SL Discoloration of rock material and discontinuity surf aces.

Foliated — Planar arrangement of textural or structural features Frequent —More than one per 12 in. of thickness ' , Moderate—MOD Less than half the rock material decomposed to soil. Some fresh rock;, continuous' "framework".

Homogeneous — Some color and appearance throughout ' ' ' ' High—HIGH More than half the rock 'material decomposed and/J disintegrated' to soil. ' . ' ' . Interbedded — Alternating soil layers of differing composition ,
Fresh rock corestones or discontinuous framework".' Lamina — 0 to 1/16 in. thick (cohesive) , ' . .

Layer - 1/2 to 12 in. thick ' ' '
Lens - Lenticular deposit larger than a pocket . ' - ' . ' Complete—COMP All rock material -disintegrated to sail, but mass 'still intact.

Mottled - Variation of color
. Residual Soil All rock material converted to soil. . . Occasional - One or less per 12 in. of thickness ' ' .

Parting - 0 to 1/16 in. thick (granular) , . ' '
' Volume of mass changed, but material has not been significantly transported.

Poóket - Small, erratic deposit less than 12 in. size
Seam - 1/16 ,to 1/2 in. thick ' ' , , , ' COLOR: Basic colors and combinations: gray, light gray,.brown, red—brown.

Stratified - Alternating layers of varying material or color Stratum — > 12 in. thick . ' ' TEXTURE: ' Size, shape and arrangements of constituents. I Varved — Annually alternating thin seams of silt and clay

,
Aphanitic , ' Individual grains invisible (igneous/metamorphic only).' GEOLOGIC INTERPRETATION . ' ' , .• . Fine 'grained Grains barely visible to the unaided eye, Deposit type — GLACIAL TILL ALLUVIUM, FILL.... ' ' .
up to 1/16 in. diameter.

Medium—grained Grains between 1/16 and 3/16 in. diameter The natural soils are identified by criteria of Unified Soil Classification System (USCS), with appropriate group symbol in Coarse—grained Grains' between 3/16 and 1/4 in. diameter parenthesis for each soil description. Fill materials may not be classified by USCS criteria. ' ' Very Coarse— Grains larger than 1/4 in.
grained
U.S. Standard Series Seive ' ' , Clear Square Sieve Openings , 12" '3" 3/4" ' 4 ' 10 ' 40 200
, BEDDING: '
Boulder Cobbles Grovel Sand I
s I Silts and Clays
I
, Irn ' Inches Term Inches
Coarse I Fine I Coarse '
j Medium Fine , Extremely thin < 0.75 , Thick . 24-80 , 305 mm 76 mm 19 mm 4.75 mm 2.00 mm 0.43 mm 0.074 mm ,
,
Very thin 0.75-2.5 Very thick 80-240
Thin ' 2.5-8 Extremely thick >240
Medium 9-24
C

GENERAL NOTES
Logs of subsurface explorations depict sail, rock - and groundwater conditions only at the locations specified on the dates indicated. Subsurface conditions may vary at other locations and at other times.

The stratification lines designating the interface between soil types on the logs of borings and on the subsurface profile represent approximate boundaries. The transition between material may be gradual. - ' '
Water levels noted an the logs were measured at the, times and under the conditions indicated. During test borings, '
these' water levels could have been affected by 'the introduction, of water TEST B OR I N C KEY into the borehole, extraction of tools 'ó other procedures and thus m'a'not reflect actual groundwater level at the. test boring location: Groundwater ' level fluctuations may also occur as aresult 'U of variations in precipitation, temperature, season, adjacent construction activities and pumping of water supply wells, and construction dewatering systems. . UNDECROUND p ' ' D4aNEBUW&

ENVOLVOONTAL
Sourno8
.-

APPENDIX C
Geotechnical Laboratory Test Results

TEST BORING REPORT
Boring No. HA-101
Project Cannôñ Road Lift Station Cannon Rd. Extension, Carlsbad, California! File No. 26713-005 Client Camp Dresser & McKee Inc.. Sheet No. 1 of 1
Contractor Pacific Drilling Start November 12, 2001
Finish November 12, 2001
Casing Sampler Barrel Drilling Equipment and Procedures Driller Gordie/Andreas H&A Rep. B. Barry Type NA s . Rig Make & Model: Tripod
Elevation 35.0. Inside Diameter (in.) 1 3/8 Bit Type: Cutting Head Drill Mud: None Datum
Location See Boring Hammer Weight (lb. 140
- Casing:

Hammer Fall (in) 30 - Hoist/Hammer: Cat-Head Doughnut Hanimer Location Plan o - E -
Gravel
- Sand I Field Test
a, a, E j1 Z.5; i - Visual-Manual Identification and Description a
a,. ID— >.
(Density/consistency, color, GROUP NAME, max. particle s1ze, . ' structure, odor, moisture, optional descnptioris, geologic interpretation) 0 - - -
- Solid stem auger advanced to 5 ft. - - -
----
SM Medium dense, light brown to brown, silty SAND (SM), 15 60 25 7 S-i 5.0 9 18 6.5 dry, no odor, MPS =lnun.
• 9
-COLLUVIUM- -
0 iLl —I
z
10 SM Loose, light brown to brown, silty SAND (SM), moist, 78 22 5 S-2 10.0 5 18 11.5 0 no odor, MPS 1. mm.
5 Z . ...

20.0 Solid stem augers advanced to 15 ft. Augers wet at a depth of 12-ft. 5 150 ABoring collapsed at 12 ft. .

End of exploration at 15 ft.

Hole baOkfilled with cuttings.

Water. Level Data Sample Identification Well Diagram ... SUmmary Date. Time Elapsed 0 Open End Rod RIs& PiPe
FM Screen Oveiturden (Un. ft.) 15 Bottom'
Casind
Bottom
athQ
.

Water ime (he,
of T Thin Wall TUbe.

U Undisturbed Sample
.
he Sand
Cuttings
Rock Cored (lin. ft.)
Samples 2 11/12/01 0845 0 12 - 11.5
Boring NB.. HA- 11
Grout-
S Split Spoon Concrete
G Geopro Bentonite Seal . . :.,
Field Tests Dilatancy RRapid S Slow N None Plasticity N Nonplastic L Low M Medium H High . :_Toughness: . L-Low. .M-Medium. H-High . Dry Strength: N-None. L-Low, M-Medium. H-High. V ~Very High.

SP.T = Sahipler blows per 6 in.......-. "Maximum particle size (mm) is determined by direct observation within the limitations of sampler size (in millimeter' Note: SoiI.ldentificátión based on visuàl,manual methods of the USCS as practiced by.Haley.& Aldrich. Inc......... - - - -
BORING No:
-EST BORING REPORT HAB-1
- Patio I 2 -
PROJECT - Cannon Road
- : H&A FILE NO.
-
26713.005
LOCATION Carlsbad. California - . PROJECT MGR. G. Raines - CLIENT Camp Dresser & McKee . - . FIELD REP. ' J. Diebersow CONTRACTOR Tr-County Drilling . . . DATE STARTED. 1/22/2002 DRILLER Daniel . DATE FINISHED /22/2002
Elevation . 24 It. IDalum jBerino Location
tern . Casino Samoter Core Barrel jRio Make & Model CME-95 Hammer moe - Dritllno Mad Casino Advance lye. NA - 9 Truck 0 Tripod 0 Cat-Head 0 Safety - Bentonite Tyo. Method Death . voId. Diameter 11n1 - . 2.5' 0 ATV 0 Geoprobe 0 Winch 0 Doughnut 0 Polymer Hammer Welohlllb.l 140 . x$lAfih 0 Track 0 Air Track 0 'Railer Bit 9 Cutting HeaddDrIlling
9 Automatic (2] . None HAS
Hammer Fall tln.l . . 30 . Sf5'(/0 0 Skid 0 - Notes: -
Sample -. . . .
0550.1 Sand Field Tess - - - -
Sampler N Sa m I W 1 a Stratum uscs VIsual-Manual Identification & Description Depth (ft.) .BIowaper6 R D ecovery ep ( .) agram Change ym 01 b ldensty/contistoy.reur.oRouPw'iEasvMaoLmaori.wrnpaisutt.1ze.

In. (It) t,'sctuie. 0dm. moisten. 0p405d detaiptiarit. gnelogc interpretation) -0-
Soil surface - hand auger in 0-2 FILL mixed with weathered sandstone -- - - - SP-SM and claysrone, light brown fine grain, moist . .... 15 75 — SM (1.5- 2*) gray FILL silty sand mixed with clay wea thered clasts . 8 S1 2 some oxidation staining -.
10 is, 3.5 (2-3.5) m ed ium dense, b ro wn FILL some gray .... - . 14 weathered ctastsofsandstone - FILL -
- 5 - ---'------- ---------- ---•--- . . . .. .
8 S-2 3 SM (5-6.5) medium dense, mauled dark gray and black FILL - _ 2 18 - 6.5 interbedded clayey sand - very moist, some wood fragments . -
2 — weathered clasts of silty sandstone - 4
I'
.
......-
..
:__
..
-....
- 10 - ---- . - -.
7 - ....----.--
S-3
---
10 SM (10-11.5') medium dense, mottled olive brown, FILL .-. .- -
9 18' 11.5 fine in medium grained, very moist, wea thered formation clasts - ---- 3 37 H ..
-.........-
............ -.-.--- oxidation staining - ..... .
(note: per centages based on laboratory test results)
0 .
-......-.- ................---. ................-...... ................-.-..-.-.---....
----
................---
t BEDECK apprno dep th to water IS' ._. -* ._.. * 56 S.d I) 46 16' 6.5 — (15 dense, very dark brown weathered SANDSTONE - - - ._ .....
20 35 45 - - -
_ DRCK coarse to mediam grain sand ndthsilt t5.5t6'colorconrao O light g ray grades iran SILTSTONE/CI,AYSTONE
-
- very line grained, powder like, at a bo ut 16.25' dry I)
20 -.----
40 S.5 20 't5 BEDeCK (20-21.5') same as above, very dense, light gray, moi st H 50/4 14 21.5 SILTSTONE/CLAYSTONE breaks along re latively . -.. .. _. ---- ..... ....
- powder like wiren dry _.._-
—
horizontal bedding plane. appears crystalline when moist, .....- ....................
0 ,
......
-
- z
---
- 34 S-ri 23 BEDECK (25-26.5')sameasaboveStLTSTOP4E/CLAYSTOt4Eexceptsorne .._..v .....
_...
50/5 . 4' 26.5 . fine fractur es, ooidariOnstaiiscd, very fine grained ........--
. .
.....
.
._ ....
cuttings dark grey "plastic "
30 Water Level Data . . . . Sample ID .. . Well Diagram . - . .. Summary Date TintoElapsed
Time (hr.)
Depth In feet to:
0 Open End Rod
I Thin Wall Tube
U Undisturbed Sample
s - SplitSpoonSample
G. GisoprObe
ILl] - Riser Pipe
CM Screen
Fillet Sand
IM Cuttings
M Grout
Concrete
Benlonile Seal
-
Overburden (Linear It.) .

Rock Cred (Unear It.)
NsirnlerbfSamples
. .

Bottom of
Casing
Bottám of
Hole Water
1 1/2212002.. 9:45 AM . . - 5' .
. . . . -.
.
. BORING NO. HAB.I
. . .
- Field Tents Dilatancy: R - Rapid S - Stow N - None Plasticity: — N - Nonplastic L - Low M - Medium H - High' ..

Toughness: L Low M - Medium H - Nigh Dry Strength: N - None L - Low M -Meduim H - High V - Very High Maolnsun, Paettelo Size i s determined by direct observation within the limitations of sareoler size.............. -. .. .. . .. - NOTE: Salt Identifications based on vlsuaIanaaI methods of she USCS system as oracticed by Haley & Aldrich. Inc. . .....................

I v FowiPdm - ' . • . -
- -. - . . . . ,
:1 • '•
-I
BORING NO.
______ TEST BORING REPORT HAB-1
Pane 2 of 2
- Oriseol Sand Field Test
Sampler Sample
- Stratum visual-Manual ldéntlflcanlon & DescrIptIon - - -. E
-
Depth (B) Blows per 6 Recovery Depth (ft) Diagram Change syrn i Id swnt,wyceGROUP NAME&SYMBOLmaxmon,pse sa In. (in.)
at

30 N MM
36 - S-7 30 (3.31.5) arty dense, dark olive .
50/4"' 14 31.5 BEDeCK gray clay @30.5• very moist to wet some oxidation stained in fractures at 31 SlLTSTON€- dark gray, very line grained., moist
cuttlings - very dark gray. clayey material' medium tow plasticity 35 SANTIAGO FORMATION...................

BEDRCK (35-36) very dense dark bluish gray
J --...
50/4
..................
s-
12 36.5 SILTSTONE - slthy cleavage, very line grained
. BEDeCK (36-36.4') contact. light yellowish brown
swTs'royryjcL,ys'roy4E line grained dry to slightly moist - ...... .................
-40
-..
40k -
C'S
tij)
..
------------
0 1
0 -
76 t)
- I-
rID
dense, gray SILTSTONE same as 35-36'. SLATY cleavage, moist —
NOTES: - 1FILE NO. -
- 26713405 .BORING NO. — — A —
- -- . ?NOTE: Maximum Particle Sloe Is determined ho direct observation within the limitations of sameler sloe............ - - - - NOTE: Sell Identifications based on slsual-inenoal methods of the USCS system as orxctleed by Haley & Aldrich. Inc. gonTi 53000
- - -..-
-. BORING NO.
h TEST BORING REPO.T HAB-2
-. Page.'l of
PROJECT Cannon Road - - .. . . H&A' FILE NO. 26713.003
LOCATION Carlsbad. California . PROJECT MGR G. Raines
CLIENT Camp Dresser & McKee.. FIELD REP. J. Blackman
CONTRACTOR Tn-County Drilling . - .. DATE STARTED I/23fl002 D RILLER Mike . - DATE FINISH ED 1123/2002
Elevation - 26 8. Iatum leonno Location
Item
- - -
Casino Samoler Core Barrel Rio Make & Model - leo. etrllllne Mud I Casino Advance Tvoe - NA ID Truck 0 Tripod
DAN 0 Geoprobe
0 Track 0 Air Track

0. Skid _D
0 Cat-Head
0 Winch
! Ha mer
Safety
Doughnut
Automatic
0 Bentonite
0 Polymer
D None
Tao. Method Death
Inside . j 2.5
HAS ererWelahtllb,l 140 . '52ii2t 0 Roller Bit
0 Culling Head Ha mr Fall Iln.l Drilling Notes:
— — —
Oran.l and Field lest
Sampler p Sample Well Stratum uscs
Sample
- Visual-Manual IdentIfIcatIon & Description
Depth (ft.) Blown per Recovery Depth [M) Diagram Change Symbol 0n '° ° °e fl
0 -
Hand Auger to2.5 II, then drove sampler for lien sample ., .... . .... .... .

SM medium dense, brown. FILL silty sand. tom to medium sand. dry to moist;oxidation staining
io s-i 2
0 58 FILL -
12 - 5 - ••. ,,,,•_ . ,_.,._,....,

5.0 SC (5.6.5') medium dense. brown.l°lLLclayey sand. very fine iornedmum _.I_L 9• L . • 4 S.2 5 8 15 6.5 . sand very moist -.
• 13 . -.,-•.
....
-••
...
0' ....-..

S..L
.-
10 S3 10 SC (1041.5')mcdiumdense light brown to brown FILL clayey SAND 56 56. 44 S I. L L 8 14 11.5 very hoc to fine satid, traces of non plastic lines. 12 (note: percentages based on laboratory test results) - - - ......
.
-
-
°
- --- .
-

15. Ivit apptou depth snwateni4.5'
4• S.4 is SM (15.16.5) loose to medium dens. light brown, silty SAND. 20 30 S L 5 P15 16.5 15.5 - very fine tofinesand, saturated
SC/CL medium dense, grayish to dark brown, clayey SAND) sandy CLAY, 0 very fine sand, traces of non plastic silts
N ..

ALLUVIUM.
-......
-20-----------.---------.-.....-....---..
4 S-S 20 SC (20.21.5') loosejo medium dense. tnediuns in light brown. - 5 sr 21.5 clayey SAND. moist. At 20.5 poorly graded SAND wits silt. - - - 20 70 tO R L medium to fine sand, wet.
-
.--.---- ...•
—
-..
o -
- 25 - - Z 25.0
ML (25-26.5') loose to medium dense.dark olive brown, sandy StILT ,. 40 3 S-C 23 - S 1$' 26.5 . medium to ceurse sand, very moist to wet.

.. ...•........-........ . . (noiE peieetftagesbissédonlaboraioryiestresklts) . in tip of sample. dark brown, coarse sand, wet.

,..
.

Loose to medium dense. dark-briswis sandy CLAY, very line 40 S o fire sand
.
- ....,_,•,
-30-. . .....

Waler. Level Data - Sample ID Well Diagram . . - - Summary ...Depthln feet to: . D2 Riser Pipe
Bottom of Bottom of Date 0 Opiso End Rod Screed Doerburdeir (Urieai ft) Casin Hole Water T Thin Wall Tube M Filter Sand Rock Cored (Unedr ft.) . ...
-6 EIap-d ,
U Undisltirbed Samé -
S Split Spoon Sample
G. Geoprobe
Cuttings
=3 Grout
Concrete
Bentonite Seal
Number of $aes
. ......
1/2312002 145
BORING NO: HAB
. . . . . . . . -.

Field Tests Dutalsncy Rm Rapid S Slow N None Plasticity N Nonpiaslic L Low M Medium H High - . - Toughness: L- Low M - Medium H - High Dry Strength: N - None L - Low M . Meduim H - High V - Very High Maximum Particle Size is determined by direct observation within the limitations of samoler sIze........................ . - - ....- .. NOTE: Soil identifications based on olsaaI-marsuaI methods of the USCS system as oracticed by Haley & Aldrich.Inc-. -- - - . - :.I . :

I Io,utO5iiIQ
.

BORING NO.
______ TEST BORING REPORT HAB-2
paoe 2 o
.

Or.nol Sand Field Test
Sampler Sample
No.& mple Weil
.
rat USCS Visual-Manual lde9tillatI0n & DescrIption
Depth I"!) Blows p0r6 Recovery Depth (ft.) Diain. gram Change Symbol 1d osdylnuns.st my cot GROUPNAME8 SYMBOL euunvnaepoet i0 (in.) U - U a. - • 5 2
. .
4 5-7 30 SM (30-3I.5)@ 30.0--medium dense, light brown. sitly SAND. very - . 10 60 30 S L 9, 14.' 31.5 line to fine sand, very moist. SANDSTONE
..L6 SPISM 0 30.5-- medium dense. brown. poorly grade SAND ivith silt. 5 85 tO 1k I. N fine to medium sand, very moist to wet. ...

ALLUVIUM
. . ........................ .-.--
sand coarse, saturated.

Started drilling harder approx. 33.
3S —.'. SANDSTONE ...
50/5.5' S.8 35 BEDeCK (35.36.5) hard. Lao. poorly graded SAND, fete to coarse sand .,, ........

5.5 36.5 moist. SANDSTONE .

SANTIAGO FORMATION
weathered bedrock
Cn
to BEDRCK Appears to he same as above SANDSTONE
...
40 S79 40.q,Enco'ery .. . ............................................................. • End of exploration 0 40.5
..
.. . ......

C.)
• .
:. -.... 11..
. ..
......
.

C.)
..
.•
.

C . ...-
.....
....
.
........
. .
.
.—
..
-..-.
a) .. ..
...
0 .--....
z ..
-........-...
.
....-....
2 2 •
.. ..
- ..
' NOTES: " 1FILE NO. 26713-005 BORING NO. HA 8.2
- ........................ - NDTE: Maximum Particle Sire Is determined bo dlroea obCeeaetloa within the limitations of samoler sloe.., ................. .......... NOTE,Soll identifications based on visual-manual methods of the USCS 50510w as oracttced by Haley & Aldrich. lnc , Ork
U)
N,
.0 2.0 1 4.0 6.0 8.0 10.0

NORMAL STRESS IN KSF

4.0 U).
z
C')
U)
Ci 2.0
U)
U)
.00 . .06 .12 .18 .24 .30

HORIZONTAL DEFORMATION IN INCH
BORING/SAMPLE : HAB2-5 DEPTH (ft) : 5

DESCRIPTION
STRENGTH INTERCEPT (C) : 1.097 KSF (PEAK STRENGTH) FRICTION ANGLE (PHI) : 22.7 DEG

MOISTURE DRY DENSITY VOID NORMAL PEAK RESIDUAL
SYMBOL CONTENT (%) (pcf) RATIO STRESS (ksf) SHEAR (ksf) SHEAR (ksf) . 18.7 . 116.3 . .395 1.00 1.59 1.45

20.2 113.1 .434 2.00 1.79 . 1.68
A 20.7 117.0 .387 • 3.00 2.43 • 2.42
Remark
Proj. 071 mt.s-02 •Cannon Road Lift Station
ALLIED GEOTECliNICAL
ENGINEERS, INC. DIRECT SHEAR TEST., Figure No

WET WEIGHT BEFORE WASH WET WEIGHT AFTER WASH
DRY WEIGHT L9.O BEFORE WASH DRY WEIGHT AFTER WASH
U.S. STD. MINUS #4 SAMPLE PLUS #4 SAMPLE
SIEVE WT. RET I % RET % PASS WT. RET % RET % PASS
TOTAL DRY WEIGHT.
6"
5"
4"
3fl
2"
15"
1"
075"

0.5"

0.375"
#4

#10 / 19.
#16 7 .
..
.. .
.................
#60 35, C116 1q, C9 . ..
.
#200
JI 09... 'i2.38
/.62-

HYDROMETER NO. DRY WEIGHT

HYGROSCOPIC MOIST. _______

STARTING TIME

DATE LAPSE .

TIME READ CORR. ACTUAL PERCENT
1 MIN.
2MIN.
5 MIN.
-
15 MIN.
30 MIN.
60 MIN.
250 MIN.
1440 MIN.
.5
- —. b —..
—1
- — — — — — — --
I . I-
—
= =
-,-,-, —
=.
0 — — — — — —
cH----------------
I rn
C)
Lf. UI
-
J ()
r .
---
-TI
—t-- I.) Ui
----
CO z —.. .—. ----
p
.5 -
0 in
1* zIti
..
_:.X: —.. .J
c
-
J
0 (fl
--
— — — — — — — -
—
- 1-
co cc)
ol
Cb
o
0 00
0 0 0 0 0
J
0 CD
00 W
Percept finer .
,—I---- 1
-----ii' C>.
!1!.I

1 !T .... !! !1
.... .... .... .... .... .... .... .... .... ....
.... .... .... .... .... ....
....

H
fb
I
ILn
-- .
ij
/
CD cu
H - -
0L,
.
•1
N
'.,.

CZ
-
cb
El
N ,
_.....
-. - ..
:hiiii.E.:.;.Ii .-----
0 -
0 COD
0 .

N
0 t.
0 Percent
0 -n
0 flner
...
0 cp
0 w 0
d 4

WET WEIGHT BEFORE WASH WET WEIGHT AFTER WASH
DRY WEIGHT 5/ -'12 BEFORE WASH DRY WEIGHT AFTER WASH
U.S. STD. MINUS #4 SAMPLE PLUS #4 SAMPLE
SIEVE WT. RET I % RET % PASS WT. RET % RET % PASS

TOTAL DRY WEIGHT
6" I
5•'
4"
3"
2"
15"
1"

0.75"

0.375"
. . -
/5 - .... ..
3c
......../.
#10 2./I
...............
#16
#30 -2..e.55 51 S
..#40 zzi
#50 '/2.32
11 00 ,g.q 1 z f,.g
HYDROMETER NO. DRY WEIGHT
HYGROSCOPIC MOIST. STARTING TIME
DATE LAPSE TIME READ CORR. ACTUAL PERCENT
I MIN.
.2 MIN..
5MIN.
15 MIN.
30 MIN.
60 MIN.
250 MIN.
1440 MIN.
02:::
0 1.

.4
O
Ni m a LJ (I)>
T1
i--.--- ri — m
__
--... . --- ....
- — -------
a--
__.
----------------
—
b a-- -. --- .--r-
-.

EE 1 1 xi7 4
I
--_
I- C-. (J)
-< 0
N
0 co w
C--.
. -.-----
-I -- -.--. ..._
— .— —
-
.
•• .

EEEEEEEEEE;
o ..
-
Percent Finer
U.S. STD.

SIEVE
MINUS #4 SAMPLE PLUS #4 SAMPLE
WT. RET I % RET J % PASS WI. RET j %RET % PASS

TOTAL DRY WEIGHT
6 "
4',

3,'

2"
0_75"

0_5"

0.375"
#8 /76 i/.55'

#10 1 /8' /.o
_____

116 /. /.2-Y I3./

#30 LI. ''Z 3.
#40

16./ '/.'/

#50 a24'3 D.2
#100 05.92 22./

#200 53.5/ /3. I 4I3.

HYDROMETER NO. DRY WEIGHT

HYGROSCOPIC MOIST. STARTING TIME

DATE LAPSE TIME READ CORR. ACTUAL PERCENT
I_MIN.

2 MIN.

5 MIN.

15 MIN.
30 MIN.

60 MIN.

250 MIN.

1440 MIN.

WET WEIGHT BEFORE WASH
DRY WEIGHT-3 BEFORE WASH

WET WEIGHT AFTER WASH

DRY WEIGHT AFTER WASH

WET WEIGHT BEFORE WASH WET WEIGHT AFTER WASH
DRY WEIGHT '.'BEFORE WASH DRY-WEIGHT AFTER WASH
U.S. STD. MINUS #4 SAMPLE PLUS #4 SAMPLE
WT. RET J
% RET J
% PASS WT. RET % RET % PASS SIEVE

TOTAL DRY WEIGHT
6"
I
5"
4"
2"

1.51,
1"

0.75"

0.5"

0.375"
••#
#8 0
#10 .7 ./?
#16
°......
#40
iió 4/,t• /
'ioo ,g;''
#200 3I 0g /,ô
_
HYDROMETER NO. DRY WEIGHT

HYGROSCOPIC MOIST. STARTING TIME

DIAFI.

DATE LAPSE TIME READ CORR. ACTUAL PERCENT
1MIN.
2MIN.
5 MIN.
15 MIN. . •
30 MIN.
60 MIN.
250 MIN.
1440 MIN.

. __________
. — —
mom
ENE
00 G)6)
.•. .:__, -
m
— . z —
I . m
lF
-
. —* Ill
-- 0
-i r
cb
C/) ......

0.. -
-_--.. . m
° LEZ
CC)
$ _z
-.... .... -
0 m
JI znl
N'E
1 Co 03
7I 0 I)
:.;.7.
:LiII:ItIN
'd
- zi— __ — -:•- - - - - -. -.'
•j
S...
-. -- -- — i •.. .
a 10
I.
lb
•
0 TII
0 0 0 0 0 O 0 0 0 0
Perce,i/ Finer

APPENDIX D
Corrosion Laboratory Test Results
EoIordo AnaIjtic:aI
Laboratories, I nc.

LABORATORY ANALYSIS REPORT
KEPORT TO: MINAL PAREKH S LAB NO: 9157
DATE RCVD: 5/31/02
BILL TO: HALEY & ALDRICH REPORTED: 6/11/02
110 16TH STREET, SUITE 900
DENVER, CO 80202
P0 NO.: VERBAL
PROJECT: CANNON ROAD LIFT STATION 26713-005

MINIMUM

METHOD REPORTING REPORTING

PARAMETER REFERENCE LIMIT UNITS
ESISTIVITY AASHTO T288-91 1 OHM.CM
itEDOX POTENTIAL ASTM D1498 1 my
- 0ISTURE ASTM D2216 0.1 DRY WT. %
JLFATE ASHTO 7290-91 0.001 PERCENT
pH ASHTO T289-91 0.1 UNITS

JLFIDE DIPRA -

S QUALITATIVE
E-ILORIDE AASHTO T291-91 0.0001 PERCENT
METHOD REFERENCE: S
AASHTO = "STANDARD SPECIFICATIONS FOR TRANSPORTATION MATERIALS AND METHODS OF SAMPLING AND TESTING"; 16TH EDITION, 1.993; AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS.

ASTM = "1992 ANNUAL BOOK OF ASTM STANDARDS"; VOL. 04.08 AMERICAN SOCIETY FOR TESTING & MATERIALS; 1992; R.A. STORER DIPRA = "DUCTILE IRON PIPE RESEARCH ASSOCIATION HANDBOOK OF DUCTILE IRON PIPE"; 6TH EDITION; 1982; AWWA.

NALYS1S SUPERVISED BY
-
.
.

Page 1 ends

2 Sutn Main Street / Brighton, oiorado 80501 -0507 / 303-659-2313 Mnc .00re: . ...9o~ 0/ / 2nontor 0o;oado 90901-0507 ,1 ax: 303-65-2315 Eolomdo AnakjticaI
ftk'Laboratories, Inc.
rIALEY & ALDRiCH
!A1NAL PAREKH
11/02
rjOJECT: CANNON ROAD LIFT STATION 26713-005

SATURATED NATURAL
pH CHLORIDE SULFATE RESISTIVITY RESISTIVITY
SAMPLE ID (UNITS) LOHM.CM) (OHM.CM)'
.AB - IA S-1/S-2/S-3/S-4 COMP 7.6 0.0492 0.040 483 1,107 \

Page 2 ends

C South Main Straet I 8nionton, Co!oraoo S3501-0507 / 303-659-2313 Ma: 507 ./ BniohtnCoicra:. 9DS0-O507 / Fax: 303-659-2315 EoIordo
'Laboratories, Inc. I
ALEY & ALDRdCH

MINAL PAREKH
11/02
WJECT: CANNON ROAD LIFT STATION 26713-005
REDOX

POTENTIAL SULFIDE MOISTURE

SAMPLE JD (OUAL)
AB-1A S-1/S-2/S-3/S4 COMP 280 medium 13.5
j
/
/

Page 3 ends

0 ton, Colorado S0501-0 50 -7 / 303-659-2313
-lonton. Ocloneoc 80601-0507 / Fax: 303-659-2315

APPENDIX C

SPECIAL USE DISCHARGE PERMIT TEMPLATE
(ENCINA WASTEWATER AUTHORITY)

ENCINA WASTEWATER AUTHORITY . .

A Public Agency

SERVING THE CITY OF VISTA, CITY OF CARLSBAD, BUENA SANITATION DISTRICT, VALLECITOS WATER DISTRICT,

LEUCADIA WASTEWATER DISTRICT AND CITY OF ENCINITAS
6200 Avenida Encinas
Carlsbad, CA 92011-1095
Telephone (760) 438-3941
FAX (760) 438-3861 (Plant)
(760) 431-7493 (Admin)

Thank you for contacting Encina Wastewater Authority to obtain information about the permitting process.

This letter will help to facilitate the permit process on behalf of Encina Wastewater Authority . Once the documentation has been received, reviewed, and approved by EWA, a site inspection will be scheduled.

Please note, prior to EWA’s issuance of the permit, the system mu st be demonstrated in the field and functional as per the specifications provided to EWA in the permit application. The standard turn-around time to issue a permit is approximately 4-6 weeks.

1. Provide a completed discharge permit application including all the supporting documentation listed below.

2. Liability Insurance.
a. "Encina Wastewater Authority and Membership Agencies" named as Additionally Insured in the Certificate of Liability Insurance.
b. Min $5,000,000 general liability AND $5,000,000 for all environme ntal impairment damages resulting from discharge; valid for the entire duration of the Permit.

3. Provide a sewer map that identifies all test pits, excavation pit locations, and names of each discharge point (Manhole) on the map.

4. Provide representative analytical sample results.

5. Provide a signed Indemnity Agreement from the participating agency Valid Entire Duration of the Permit.

6. Provide written plan approval from the participating agency for the proposed discharge flow rate, flow volume, discharge points, including any special condition requirements (wet weather discharge, Storm Water BMPs, manhole protection, etc.).

7. Provide a printout of Geotracker results with 1000’ search radius (map).

8. Provide details regarding the pretreatment system including the proposed maximum discharge flow rate and max hours pumped per day, the size of the hoses used, (model number of the pump and the max pumping rate, calculations for the retention time in the sedimentation tank, (baffles or no baffles in the tank), the model number and optimum flow ranges for the flow meter, documentation defining the length of straight pipe required before and after the meter for accurate measurements, flow restrictor information (if needed) and sample point details (Spigot).

9. Provide a Ground Water Discharge Sketch to include the details of excavation pump, high level shut off, sediment tank (baffles or not), discharge pump, high/low level shut off, treatment train, inverted U, straight pipe, flow meter, straight pipe, governor, sample point, etc.

Please contact me directly with questions or concerns.

Thank you,

Robert Grigg
Encina Wastewater Authority
Environmental Compliance
Source Control Manager
[email protected]

Office: 760-438-3941 ext: 3603
1 INDEMNITY AGREEMENT

THIS AGREEMENT is made on , by and between the MEMBER AGENCY DISTRICT OR CITY AND THE ENCINA WASTEWATER AUTHORITY (hereinafter "Licensors"), and _________________________________(hereinafter "Licensee"); Licensors and Licensee shall sometimes hereinafter be referred to as the "Parties".

R E C I T A L S

A. Licensors are the owner/operator of the sewer treatment plant located at 6200 Avenida Encinas in Carlsbad, California (the "Property") and the associated collection system;

B. Licensee now desires to discharge to the sanitary sewer syste m as described in the Special Use Discharge Application attached hereto and made a part hereof.

NOW THEREFORE, in consideration of the granting of the foregoing, the mutual premises, covenants, conditions and agreements hereinafter set forth, and other go od and valuable consideration, the receipt and adequacy of which are acknowledged, the Parties agree as follows:

1. Grant of License - Licensors hereby grant to Licensee, and its employees, representatives and contractors a non -exclusive license (h ereinafter the "License") to discharge to the sanitary sewer system as described in Recitals Paragraph B above. This License shall commence on ______________, and shall end on , unless the parties agree in writing to extend the term of the License. Prior to the expiration of the License, Licensee shall, at its sole cost and expense, (a) permanently close the connection to the sanitary sewer system and (b) remove all debris resulting from operations.

2. Compliance with Laws - Licensee shall conduct all operations, which are the subject of this License in compliance with all federal, state, and municipal statutes and ordinances, and with all regulations, orders, and directives of appropriate governmental agencies, as such statutes, ordinances, regulations, orders and directives now exist or provide.

3. Permits - Licensee, at no cost or expense to Licensors, shall be responsible for obtaining any and all governmental permits and approvals, which may be necessary for it to conduct any work or activities under this License Agreement.

4. Liens and Claims - Licensee will not permit any mechanics', vendor’s, or similar liens or claims to stand against the Licensors for labor or material furnished in connection with any work performed by Licensee under this License Agreement. Upon reasonable and timely notice o f any such lien or claim delivered to Licensee, Licensee may bond and contest the validity and the amount of such lien, but Licensee will immediately pay any judgment rendered, will pay all proper costs and charges, and will have the lien or claim released at its sole expense.

5. Cooperation - Licensee agrees to coordinate its activities with Licensors to minimize any impairment of access by customers or business invitees of Licensors to the Property.

6. Indemnification - Licensee agrees that it wil l indemnify and hold Licensors, their officers, directors, agents and employees, harmless from and against any claims, demands, liens,

2 actions, suits, ju dgments, losses, damages, attorney's fees, costs or expenses, and civil criminal or administrative penalties based upon or arising out of or claimed to have arisen out of alleged acts, errors or omissions of Licensee or its authorized contractors, employee s and agents in conducting the activities under this License Agreement, including the activities authorized under the Wastewater Discharge Permit issued by the Encina Wastewater Authority (EWA). This indemnification is expressly conditioned on the following:

(a) In the event Licensors identify any matter to which this indemnification may apply or receive a notice or claim from any third party of such matter, it shall immediately, and in every case within ninety (90) days of said notice or claim, notify Lic ensee in writing of such matter.

(b) Licensors shall cooperate with Licensee by allowing Licensee, its agents, representatives, contractors and consultants, prompt and ready access to the sanitary sewer system for the purpose of investigating any matter to which this indemnity may apply. Licensors shall provide Licensee with copies of all investigative reports, data or other information in any form which Licensors, its consultants, agents or attorneys may have pertaining to any such matter, on request of Licensee.

(c) Notwithstanding anything in this agreement to the contrary, in no event shall Licensee be liable for any special, indirect or consequential damages, including but not limited to claims for loss of use, rents, anticipated profit or business opportunity, or business interruption or mental or emotional distress or fear of injury or disease.

(d) This indemnification shall survive termination of this Agreement and expiration of the Permit and shall be effective until the expiration of any applicable statutes of limitations.

7. Compliance with Wastewater Discharge Permit - Licensee agrees to comply with the EWA Pretreatment Ordinance and the terms of the Wastewater Discharge Permit issued by the EWA. Licensee shall not add to the sanitary sewer any material not authorized under the Permit.

In the event Licensee adds any material to the sewer that causes a violation of EWA's NPDES Permits, as defined in the EWA Pretreatment Ordinance, Licensee shall indemnify Licensors in accordance with paragraph 6 above.

8. Severability - In case any one or more of the provisions contained in this Agreement shall be invalid, illegal or unenforceable in any respect, the validity, legality, and enforceability of the remaining provisions contained herein shall not in any way be affected or impaired thereby.

9. Notices - Any notice provided for herein or otherwise required to be given hereunder shall be deemed received when personally served or three (3) days after mailing by certified or registered United States mail, return receipt requested, postage prepaid, or by facsimile machine, with transmission and receipt confirmed, or by nationally recognized overnight delivery service, addressed as follows:

To Licensors: Encina Wastewater Authority District or City 6200 Avenida Encinas Address
Carlsbad, California 92011
3 To Licensee:

With Copies to:

The person and place to which notices are to be mailed may be changed by either party by providing written notice of same to the other.

10. Assignment Successors and Assigns - This Agreement may be assigned by either party and in and in such event shall b e binding upon and inure to the benefit of the Parties' respective representatives, successors and assigns.

11. Entire Agreement - This License Agreement represents the full, complete and entire agreement between the parties with respect to the subject ma tter hereof, and the rights and remedies of the Parties shall be solely and exclusively those herein contained, and in lieu of any remedies otherwise available at law or in equity.

12. Governing Law - This Agreement shall be construed and interpreted and governed by and in accordance with the local law of the State of California without reference to any choice of law, rules or policies which may refer the resolution of any dispute arising hereunder to the laws of any other jurisdiction.

13. Counterparts - This Agreement may be executed in one or more counterparts, each of which shall be deemed an original, and all of which, taken together, shall constitute one and the same Agreement.

IN WITNESS WHEREOF, the Parties have executed this License Agreement by their duly authorized representative on the date first above written.

LICENSORS: LICENSEE:

DISTRICT OR CITY &

ENCINA WASTEWATER AUTHORITY

By: By:

Name: Name:

Title: Title:

Date: Date: _

-12-

Table 1

LOCAL DISCHARGE LIMITS
Daily Maximum Limits
Constituent Limits for Users in
MWRF Service Area
Limits for Users in
EWPCF Service Area
Arsenic, Total 1.5 mg/L 1.5 mg/L
Boron, Total 7.4 mg/L -
Cadmium, Total 0.77 mg/L 0.77 mg/L
Chromium, Total 3.5 mg/L 3.5 mg/L
Copper, Total 11 mg/L 11 mg/L
Iron, Total 67 mg/L -
Lead, Total 5.1 mg/L 5.1 mg/L
Manganese, Total 1.7 mg/ L -
Mercury, Total 0.27 mg/L 0.27 mg/L
Molybdenum, Total 4.1 mg/L 4.1 mg/L
Nickel, Total 15 mg/L 15 mg/L
Selenium, Total 2.5 mg/L 2.5 mg/L
Silver, Total 4.2 mg/L 4.2 mg/L
Zinc, Total 29 mg/L 29 mg/L
Oil and Grease 400 mg/L 400 mg/L
Total Toxic Organics (TTO) 2.00 mg/L 2.00 mg/L
Biochemical Oxygen Demand (BOD) 250 mg/L* 500 lbs/day
Total Suspended Solids (TSS) 250 mg/L 500 lbs/day
Instantaneous Limits
Constituent Limit Limit
pH 5.5 – 12.0 units 5.5 – 12.0 units
Temperature 140° Fahrenheit 140° Fahrenheit
*Permittees in the MWRF Service Area as of February 22, 2012 are grandfathered in at their existing pollutant loading for BOD.

2.13 BEST MANAGEMENT PRACTICES
EWA may develop BMPs by ordinance or in individual Wastewater Discharge Permits to implement Local Limits and the requirements of Section 2.1.

EPA APPROVED SAMPLING AND ANALYTICAL METHODS
Parameter Analytical Method1 Container2 Preservation Method3 Maximum Holding
Time4
BOD or CBOD SM5210B* P, G, FP COOL, 0‐6°C 48 HOURS
COD
HACH 8000*; EPA 410.3 &
410.4 REV 2.0; SM5220C &
5220D P, G, FP COOL, 0‐6°C, H2SO4 TO pH <2 28 DAYS
CN,
AMENABLE SM4500 ‐CN (G) P, G, FP
COOL, 0‐6°C, NaOH TO pH >
12, 0.6g ASCORBIC ACIDŦ 14 DAYS
CN, TOTAL
EPA 335.4 REV 1.0; SM4500‐
CN (F) & 4500‐CN(G) & 4500‐
CN (E) P, G, FP
COOL, 0‐6°C, NaOH TO pH >
12, 0.6g ASCORBIC ACIDŦ 14 DAYS
METALS: Cd,
Cr, Cu, Pb, Ni,
Ag
SM3111B or C, 3113B,
3120B; EPA 200.9 Rev 2.2,
200.7 Rev 4.4*, 200.8 Rev

5.4 P, G, FP
HNO3 TO pH < 2 OR HNO3 TO
pH < 2 AT LEAST 24 HOURS
PRIOR TO ANALYSIS 6 MONTHS
METALS: Sb
SM3111B, 3113B, 3120B;
EPA 200.9 Rev 2.2, 200.7 Rev

4.4*, 200.8 Rev 5.4 P, G, FP
HNO3 TO pH < 2 OR HNO3 TO
pH < 2 AT LEAST 24 HOURS
PRIOR TO ANALYSIS 6 MONTHS
SM3114B, 3113B, 3120B;
EPA 200.9 Rev 2.2, 200.7 Rev HNO3 TO pH < 2 OR HNO3 TO METALS: As

4.4*, 200.8 Rev 5.4; SM3500‐
As (C or B) P, G, FP
3 p 3
pH < 2 AT LEAST 24 HOURS
PRIOR TO ANALYSIS 6 MONTHS
METALS: Be
SM3111D, 3113B, 3120B;
EPA 200.9 Rev 2.2, 200.7 Rev

4.4*, 200.8 Rev 5.4; SM3500‐
Be (D) P, G, FP
HNO3 TO pH < 2 OR HNO3 TO
pH < 2 AT LEAST 24 HOURS
PRIOR TO ANALYSIS 6 MONTHS
METALS: B
SM4500‐B (B), 3120B; EPA
200.7 Rev 4.4* P, FP
HNO3 TO pH < 2 OR HNO3 TO
pH < 2 AT LEAST 24 HOURS
PRIOR TO ANALYSIS 6 MONTHS
METALS: Cd
(optional) SM3500 Cd (D) P, G, FP
HNO3 TO pH < 2 OR HNO3 TO
pH < 2 AT LEAST 24 HOURS
PRIOR TO ANALYSIS 6 MONTHS
METALS: Cr
(optional) SM3500 Cr (B or D) P, G, FP
HNO3 TO pH < 2 OR HNO3 TO
pH < 2 AT LEAST 24 HOURS
PRIOR TO ANALYSIS 6 MONTHS
METALS: Cu
(optional) SM3500 Cu (B, C, D, or E) P, G, FP
HNO3 TO pH < 2 OR HNO3 TO
pH < 2 AT LEAST 24 HOURS
PRIOR TO ANALYSIS 6 MONTHS
L:\SOURCE\Industry Handouts\EPA Approved Sampling and Analytical Methods_010312.xlsx EPA APPROVED SAMPLING AND ANALYTICAL METHODS
Parameter Analytical Method1 Container2 Preservation Method3 Maximum Holding
Time4
METALS: Fe
SM3111B or C, 3113B,
3120B; EPA 200.9 Rev 2.2,
200.7 Rev 4.4*; SM3500‐Fe
(B or D) P, G, FP
HNO3 TO pH < 2 OR HNO3 TO
pH < 2 AT LEAST 24 HOURS
PRIOR TO ANALYSIS 6 MONTHS
METALS: Pb
(optional) SM3500 Pb (B or D) P, G, FP
HNO3 TO pH < 2 OR HNO3 TO
pH < 2 AT LEAST 24 HOURS
PRIOR TO ANALYSIS 6 MONTHS
METALS: Hg
SM3112B, EPA 245.1 Rev

3.0*, 245.2, 245.7 Rev 2.0,
1631E P, G, FP
HNO3 TO pH < 2 OR HNO3 TO
pH < 2 AT LEAST 24 HOURS
PRIOR TO ANALYSIS 28 DAYS
METALS: Mn
SM3111B, 3113B, 3120B;
EPA 200.9 Rev 2.2, 200.7 Rev

4.4*, 200.8 Rev 5.4; SM3500‐
Mn (B or D) P, G, FP
HNO3 TO pH < 2 OR HNO3 TO
pH < 2 AT LEAST 24 HOURS
PRIOR TO ANALYSIS 6 MONTHS
METALS: Mo
SM3111D, 3113B, 3120B;
EPA 200.7 Rev 4.4*, 200.8
Rev 54 P G FP
HNO3 TO pH < 2 OR HNO3 TO
pH < 2 AT LEAST 24 HOURS
PRIOR TO ANALYSIS 6 MONTHSMETALS: Mo Rev 5.4 P, G, FP PRIOR TO ANALYSIS 6 MONTHS METALS: Ni
(optional) SM3500 Ni (D) P, G, FP
HNO3 TO pH < 2 OR HNO3 TO
pH < 2 AT LEAST 24 HOURS
PRIOR TO ANALYSIS 6 MONTHS
METALS: Se
SM3113B, 3120B, 3114B;
EPA 200.9 Rev 2.2, 200.7 Rev

4.4*, 200.8 Rev 5.4 P, G, FP
HNO3 TO pH < 2 OR HNO3 TO
pH < 2 AT LEAST 24 HOURS
PRIOR TO ANALYSIS 6 MONTHS
METALS: Tl
SM3111B, 3120B; EPA 279.2,
200.9 Rev 2.2, 200.7 Rev

4.4*, 200.8 Rev 5.4 P, G, FP
HNO3 TO pH < 2 OR HNO3 TO
pH < 2 AT LEAST 24 HOURS
PRIOR TO ANALYSIS 6 MONTHS
METALS: Zn
SM3111B or C, 3120B; EPA
289.2, 200.7 Rev 4.4*, 200.8
Rev 5.4; SM3500 Zn (B, E, or
F) P, G, FP
HNO3 TO pH < 2 OR HNO3 TO
pH < 2 AT LEAST 24 HOURS
PRIOR TO ANALYSIS 6 MONTHS
OIL & GREASE SM5520B; EPA 1664A G
COOL, 0‐6°C, HCl OR H2SO4 TO
pH < 22 8 DAYS
pH SM4500‐H+B*; EPA 150.2 P, G, FP NONE
ANALYZE WITHIN 15
MIN
TDS SM2540C* P, G, FP COOL, 0‐6°C7 DAYS
TSS SM2540D* P, G, FP COOL, 0‐6°C7 DAYS
TTO
EPA 624 & 625; EPA 1624
&1625 G
COOL, 0‐6°C, 624/1624 = HCl
TO pH < 2
624/1624 = 14 DAYS;
625/1625 = 7 DAYS
L:\SOURCE\Industry Handouts\EPA Approved Sampling and Analytical Methods_010312.xlsx EPA APPROVED SAMPLING AND ANALYTICAL METHODS
Parameter Analytical Method1 Container2 Preservation Method3 Maximum Holding
Time4
PHARM.

ORGANICS:

ACETONE
EPA 524.2; ASTM D3695,
D4763 G
COOL, 0‐6°C, 1666/524.2 =
HCl TO pH < 2
524.2 = 14 DAYS;
D3695 = 28 DAYS
PHARM.

ORGANICS:

METHYLENE
CHLORIDE EPA 502.2, 524.2 G
COOL, 0‐6°C, 1666/524.2 =
HCl TO pH < 2
502.2/524.2 = 14
DAYS
PHARM.

ORGANICS:

ETHYL
ACETATE EPA 1666; ASTM D3695 G
COOL, 0‐6°C, 1666/524.2 =
HCl TO pH < 2
1666 = 14 DAYS;
D3695 = 28 DAYS
PHARM.

ORGANICS: N‐
AMYL

ACETATE E
PA 1666; ASTM D3695 G
COOL, 0‐6°C, 1666/524.2 =
HCl TO pH < 2
1666 = 14 DAYS;
D3695 = 28 DAYS
PHARM.

ORGANICS:

ISOPROPYL
ACETATE EPA 1666; ASTM D3695 G
COOL, 0‐6°C, 1666/524.2 =
HCl TO pH < 2
1666 = 14 DAYS;
D3695 = 28 DAYS
1 Refer to 40 CFR Part 136 for complete list of approved test procedures Refer to 40 CFR Part 136 for complete list of approved test procedures. 2 "P" is Polyethylene; "G" is Glass; "FP" is Fluoropolymer, PTFE, or Teflon. 3 Confirm with EPA certified lab the preservation and holding times for each specific method. 4 Holding time starts at the end of the composite period. * Methods currently performed by the Encina Wastewater Authority (EWA).

Ŧ Only added if residual chlorine is present
L:\SOURCE\Industry Handouts\EPA Approved Sampling and Analytical Methods_010312.xlsx

APPENDIX D

CANNON LIFT STATION AS-BUILTS
0 CONSTRUCT/ON PLANS FOR:

CA NNON ROA D WA TER A ND REC YCL ED
TRANSMISSION MAINS PHASE 2 (88 602),*
WA TER
A ND 8"
AND 1210 COLLECTOR SEWER PIPELINES '(92 406)
5950 B Camino Real, Carlsbad
760-438-3367

CITY OF VISTA
SITE —
PA CII7C
OCEAN

BOARD OF DIRECTORS

CITY OF

SAN AIARCOS
CITY OF ENCIN/TAS An k

VICINITY MAP

NO SCALE
71 1 -
r
v k A . — i
r..!.]
083104

SHEET INDEX
SHEET NO. DESCRIPTION
1401/A HEDICN[A4 LAGOON
/ TITLE SHEET
2 SYMBOL LEGEND, GENERAL NOTES,

BASIS OF BEARINGS,

PUBLIC AGENCIES AND UTILITIES
3 STA.- J7+ 48.40 To 43+00.00 CA/WV 92-406
4 STA.- 43+0000 TO 49+42.01 CA/WV 92-406
-5 ....................51k 64+39.00 TO 69*49.50 .................... . CA/WV 92-406 6 .. ........ ........ . STA: 73+21.60 TO 83+00.00 CA/WV 92-406 TA: 8J#00.00 TO 93*00.00. ..... .. ............ NOT A PART OF THIS CONTRACT 7. .

Tk 931 00.00 To /03*00.00. ................... ....NOT A PART OF THIS CONTRACT a ...

STA: I09*0000 TO 004060.00 ................... NOT A PART OF THIS CONTRACT 9 ..

STA: 0 f40 606& TO I2O#00 CV.....................NOT A PART OF THIS CONTRACT 10 . .51,4: 120*00.00 TO /26/26:51. ..................... ..NOT A PART OF THIS CONTRACT If 12 STA: 37+01.38 TO 43+00.00 ........................ CA/WV 88-602 13 .................. .STA: 43+00.01) TO 53+00.00 ....................... CA/WV 88-602 14 .................... STA: 53+00.00 TO 63*0000 ...........................CA/WV 88-602 15 ..................51k 63+0000 TO 72+00.00 CA/WV 88-602

16....... ...... .....STA: 72+0000 TO 83+00.00 CA/WV 88-602 .. . STA: 83/00.00 TO 93/00.00.... .................... .. NOT A PART OF THIS CONTRACT 17. . STA: 9i#oa68 TO 103*00.00.. ..................... ... NOT A PART OF THIS CONTRACT 18 . ... 54: 103/0000 TO IIJ*Ck2.00.. .................... .... NOT A PART OF THIS CONTRACT 19 .. 00406009 TO /20 / 0000.........................NOT £0 . .64: A PART OF THIS CONTRACT .. ST,4: 120*0000 TO 126/26:54. ... ................. NOT A PART OF THIS CONTRACT £1 .. /CAL 44308335 TO 451/20.00 EL CAAIIWO S4. NOT A PART OF THIS CONTRACT 23 ......... ... .... SEWER & STORM DRAIN PROFILES CA/WV 92-406 24 ..................RECYCLED WATER & WATER PROFILES .. ............... ... CA/WV 88-602

25................... MISCELLANEOUS SEWER DETAILS CA/WV 92-406 26 .............. ....MISCELLANEOUS WATER DETAILS CA/WV 88-602

27. ........
nfl
........BRIDGE AND THRUST BLOCK DETAILS
1IV f,'AL' (TTZ,'I4I flf•TAU # ______________ i ,L...,...,UI,L ,LLUL,/Vj .j,1IIL, __________________________ ert (USA)
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------- /_; --- -
SHEET2J
- ---. rcw
/ ----- '--.

W,41IAN.E.91fft
- APPROVED /UT "AS—BUILT" DRAWINGS
-PLAN; FUTURE CANNON ROAD \ .\ \ \ District Engineer:
$4. 43#0000 ro 53#CO.00 \ N

CARLSBAD MUNICIPAL WATER DISTRICT
f
Sheet

ENGINEERING DEPARTMENT -
29 4 Sheets
-. --' CANNON ROAD WATER AND RECYCLED WATER TRANSMISSION MAINS PHASE 2 (88-602) I
AND 8' AND 12' COLLECTOR SEER PIPELINES (92-406)
- f - _Y±t' _____________________________ _____________________________ _____________________________________________ ____________________________________________ PLAN AND PROFILE 0110, 40' DATE DESIGNED BY K.H. DATE- FEB. 1998 -
DISTRICT APPROVED CHANGES BENCH MARK 8
20'
-
80, CA
DRAWN BY: D.m. SCALE: AS SHOWN No. Description Approved Dote Description: NOS/NGS BRASS CAP, INSIDE A 4 IN. PLASTIC SCREW CAP STA: 43+00.00 TO 46+00.00 DATE EXP. 12/31/00
" SEWER MAIN (92-406)
SCALE: 1 40' REVIBVEL) BY:
0 PROJECT MGR.: T.C. JOB NO.:- 97-1032
45-5UILT— CANYON wAD wEsrSTA.31+WT0fi3+00 6-ZI-40 FLUSH WITH GROUND. me= - JPVO
'FN
Location: 4.0 MILES NORTH ALONG THE A.T.S.F. RAILROAD, 500 F-T. NORTH 28176

INSPECTOR
E 0 (9 - ~ 2.0 a 0 NO. 55MI C 0 N S U L T A , T S OF THE PALOMAR AIRPORT ROAD OVERPASS, 14.1 FT. EAST OF THE RAIL, District Engineer: WILLIAM E. PLUMMER RCE Dote REGISTRATION EXPIRES 3/31/02 2320 Camino 'Iido Roble Civil Engineering ENGINEER OF WORK ___________ ________ 1 FT. BELOW TRACKS, 0.5 Ft BELOW GROUND ACCESS .. \ Suite B Planning - 4,. V Carlsbad, Californ ia 92008 Processing — Record From: SAN DIEGO NORTH COUNTYCONTROL BOOK, CONTROL POINT DWN BY: C.M.W.D. PROJECT NO. DRAWING NO.

Fox:- 931 —8
Surveying
'ii_..... %,/ 'DATE: i/za DESIGNATION T 1307. CHKD BY:
(88-602) AND (92-406) 333-2GD TIMOTHY 0 CA LL, JR RCE. 55 1 Ø
—
Elevation 46.668 Datum_ M. M.S.L. RVWO BY
© 1998 O'Day Consultants, Inc. CITY PROJECT ND 3/84 F \JUb\/IUJ\KLLFi1U'+ b'' 1cU 141 pm L I XREF:9732PARC.9732PR0F,9732BASE
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SEWER DATA
® DELTA/BEARING RADIUS LENGTH REMARKS
1 z =_03'12'49" 1384.00' 77.62' 21" PVC SOR25
2 L = 1423'04" 1384.00' 347.46' 21" PVC SDR25
3 N40'47'08"E 265.87' 21" PVC SDR25
4 N27'40'10"W 67.00' t 8" PVC C900
083104
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NO. 55381
* UP. 12/31/00
CIVI
*

DISTRICTAPPROVEDCHANGES BENCHMARK
Description Approved Dote Description NOS/NGSBRASSCAP,INSIDEA4IN.PLASTICSCREWCAP FLUSHWITHGROUND.

Location: 4.0MILESNORTHALONGTHEA.T.S.F.RAILROAD,500FT.NORTH OFTHEPALOMARAIRPORTROADOVERPASS,14.1 FT. EASTOFTHERAIL, I fl BELOW TRACKS 0 5 fl BELOW (ROtJNfl ACCESS
)
DESIGNED BY K.H. DATE: FEB.1998
DRAWN BY: D.M. SCALE: -AS SHOWN
PROJECT MGR.: T .C. JOB NO.: 97-1032
-
No.

CONSULT
2320 Comino Vido Roble Civil Engineering
Suite B Planning
Carlsbad, California 92008 Processing
760-931-7700 Surveying r
Fax:760-931 —8680
ENGINEER OF WORK:
—
, -_---
.— DATE:4—zi— ft -
-
TIMOTHY0. CARROLL,JR. RCE:55381
—

APPROVED
"As-BuILr DRAWINGS
P_
Istrict Engineer: DATE

CARLSBAD MUNICIPAL WATER DISTRICT
Sheet
A ENGINEERING DEPARTMENT 29
I Sheets
CANNON ROAD WATER AND 'CYCLED WATER TRANSMISSION MAINS PHASE 2 (88-602) AND 8" AND 12 CTOR SEER PIPELINES (92-406)

PLA D PROFILE
21" SEWER (92-406)
STA: 113+00.00 120+00.00
- Z 9_9
District Engineer: WILLIAM E. PLUMMER RC Dote
REGISTRATION EXPIRES 3/31/02
Record From:SANDIEGONORTHCOUNTYCONTROLBOOK,CONTROLPOINT DWN BY: C.M.W.D. PROJECT NO. D INC NO.

DESIGNATION T 1307. CHKD BY:_______ (Qfl_fl)\ Akin (a1_An\ 777 Elevation: 46.668
\IflBS\97103?\RF/
Datum: M.S.L. IItwD_BY: ___
uuVv/UUJ%JL. _ JFJ
-98 11:13:50 on EST __ la mb, ___ Pim'DD4ICTAI1 1Ad
© 1998 O'Day Consultants, Inc. X-REFS:9732BASE9732PARC9732PRDF UOMP -Z 600> 'I'll t?
~p
1%

PZVAIOWUMIA
83 104
I
C~
W-
0 6W,
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Now
V
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--- ---- - ------- -
VA
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Lwj
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it
V

NOT A PART

NOT A PART
MA X/MUM .2 OPE -

PER CEO TECHNICAL
DA TED
RECQA/AIENDA lIONS
/\
/
1—SEYERA/AIN
I IDENT/FICAJlON
I TAPE
/

ACCESSHOL E PER CMY,V -
STD. DWG NO 5-1 MTH

T- LOCK INTER/OR LINING
SYSTEM
' — PIPE ZONE ENVELOPE PER
CA/WJ STO. 0E NO. 5-5.

ROCK SHALL BE COMPACTED
TO 90X
"C' = 6 A//N. IF TRENCH S/DC SLOPE IS CUT &4C/( PER SAFETY STANDARDSS, 8" MIN IF SHIELD IS USED.

CONSTRUCTiON NOTES:

NOT A PART
INSTALL 1" HfL 0 STRIPS W-/ERE T-L OCK IS $fLDED LE., TOP C CHANNEL, SHAFT TO SHELF TURN SACK TO PIPE CE CORNERS, ETC. 0 C TURN BACK ON PVC PIPING SHALL BE A Al lA/UM LT 6"
P TURN SACK SHALL BE HELD TIGHT TO P PIPING BY 1/2"
ST E 8,4'( WThI CONTACT CEMENT ADHESI APPLIED TO

SOT RFACES
() INSTALL LA T SHEET PVC ON SHEL WS CONTACT CEMENT
AOHES7 PPL/ED TO BOTH SURFACES OVERLAP PVC ONTO
MANHOLE AFT AND CHANNEL LINER; LD TO BOTH AND
COMPLETE 171 1' HfLD STRIPS
® INSTALL NON 0 SURFACE ON MA OLE SHELF

INSTALL PRE F ED CORNER N BACK UNDER RING
® HELD 1" JO/NT S S AND F/ H BOTH EDGES I#ñTH 1 ' 4ELD STRIPS

COMPLETE CONCRETE AN L SHALL BE CONSTRUCTED MTH
FORMS AND ALL BUT O$fR 90 SHALL SE T - L OCK
LINED. THE T'S SH4L UN IfRT/CAL AN IN THE MANHOLE SHAFT

AND SHALL SR TACKED THE TERM/NUS OF THE T- LOCK

S'OES AND ENDS OF TO BE EITHER FORMED, SANDBAGGED

OR POURED ACAINS (INDIS ED EARTH
MANHOLE SI-/EL kf TO SE SL 0 1' PER FOOT TO CHANNEL.
(273 ALL LATERAL / IS SMALLER 12 ' 0/A SHALL HAVE PVC

GAS FLAPS IN ALLED IF LATERAL LETS ARE PLACED AGAINST

MA IAN( CHANN

PVC SANITARY

TYPICAL SEWER TRENCH
SECTION ( ' Th NOT A PART
AV S?ALE
STD. 906 NO S-I AND TO TAIL IS INTENDED TO COMPLIMENT CA j IN CON,JUNC17ON Will 1714 T DETAIL.

IOLE DIAMETER SHALL SE 72' OR 84" SHOUN ON PLANS
T —LO J
75 -
R ACCE

NO SCALE

AC PAVEMENT OVER

AGGREGATE BASE
PER 0Ht1' JJJ-26
14" DuCTiLE IRON PIPE Will
J5 A/IL POt )VRE7H14N( LINER
Will 69001'ED ENDS FOP

MECHANICAL CLAMP- TYPE COUPLINGS
083104
14 BLIND FLANGE'
A 15 A?

SUPPORT
ON SHEET 27 STOP
FILL VOID YtITH FOAAI
,,
/
/
24 " 0/A, STEEL CASING POL )fTH)'LENE CASING PER DWC JJJ-2G INSULA TOPS SPACED

PER MANUFACTURER'S

RECOA/AIENOA TIONS

OR SEVEN FEET MAXIMUM
LI ! U W.PIA .'L (nYU rrL
25 " LYA. OPENING
PER OWG JJJ- 2C
14 ' E&44 IRCWFLEXTEND, DO/iSLE BALL, SEISMIC

EXPANSION ASSEA/BL Y HUH FLANGED ENDS
OR IOU! VAt (NT
EXISTING 15" STUB IN
PER DHt. 246-1

PIPE INSTALLATION (SEWER)
EXIST/NC 21' VCP SEJ'ER
PER D$t2 144-7
PER DH' 144-2
SEWER
© 1998 O'Day Consultants, Inc.

EXISTING J5" VCP V U UVUI Usovar 1111wo-S I'lU %VIM Swirl U UVUU' U w PER D% 245 - 1 NO Sr"

APPROVED
P "AS—BUILT" DRAWINGS
C-UILT"
TING15 10 STUB IN
-
-Z/-6
EXP.4/q DATE
District Engineer: DATE
PER LTh+t 246-1 ____________________________________
REVIEWED BY: - CARLSBAD MUNICIPAL WATER DISTRICT
EA7SflNC J65flI8 OUT
Sheet
25 ENGINEERING DEPARTMENT 29
Sheets PER DWG. 246- 1 INSPECTOR DATE CANNON ROAD WATER AND RECYCLED WATER TRANSWSSION MAINS PHASE 2 (88-602) AND 8" AND 12' COLLECTOR SEER PIPELINES (92-406)
DESIGNED BY: K.H. DATE: FEB. 1998 DISTRICT APPROVED CHANGES BENCH MARK MISCELLANEOUS SEWER DETAILS (92-406) - __________________________________________ DRAWN BY: D.M. SCALE: AS SHOWN
)
No. Description Approved Dote Description:NOS/NGS BRASS CAP. INSIDE A 4 IN. PLASTIC SCREW CAP PROJECT MGR.: T.C. JOB NO.:97 - 1032 FLUSH WITH GROUND, Location: 4.0 MILES NORTH ALONG THE A.T.S.F. RAILROAD, 500 FT. NORTH RCE Dote rict4nWILUAM C. (EFI
28176 2 ? L9

CONSULT
- OF THE PALOMAR AIRPORT ROAD CWERPASS, 14.1 FT. EAST OF THE RAIL, 2320 Camino Vida Roble Civil Engineering ENGINEER OF WORK: _ ____________________________________________ __________ _______ 1 Fl REGISTRATION EXPIRES 3/31/02
. BELOW TRACKS, 0.5 FT. BELOW GROUND ACCESS.

Suite B Planning
_______________________________________________________________ ______________ __________ II Carlsbad, California 92008 Processing Record From: SAN DIEGO NORTH COUNTY CONTROL BOOK, CONTROL POINT D BY: C.M.W.D. PROJECT NO. ii DRAWING NO. 760-931-7700 Surveying
- .- ...__ IIIII..4' DATE:/2S74 ________ ______
DESIGNATION 1 1307. CHKD BY: (88-602) AND (92-406) 333-2GD Fax:780-931-8680 TIMOTHY 0. CARROLL, JR. RCE: 55381
-
Elevation: 46.668 Datum: M.S.L. RVWD BY:

C/Ti' ,°Ro.Ject,c'c. 3,'84
F:\J0BS\971032\REACHI25 6-24-98 90954 on EST
SECTiON
MARKER AND VAL .f BOX TO

BE SET OUTSIDE OF GRADED
SHOULDER OF ROAD.
,,- AGGRECA iF BASE AND
_- CAST IRON COL.fR RA TED FOR TRAFFIC
/ AC PA fr -MEN T PER
JD
AND LABLECD "M WD. CP. TEST"
/ DWC JJ53-26
/ ) _- VAL L'f BOX (BROOKS NO 1- SP OR
(
CM WD. MARKER POST ,v APPROfrED EOUAL) TO BE ADJACENT
,, . . •, , TO KH/TE NO 4 CONNEC17ON ØJH

HRE RUN AS SHORT AS POSS/SLE
/
u — r--------
/
_'1 I I I
(/—WATER/RECYCLED WATER <1 I A MAIN /DEN11FICA T/ON TAPE ''5 ..1
"5
6' MIN. (TYP)
8" MAX (TYP
-' --- SPRINGLINE
7 PIPELINE .9-/ALL BE ASSEMBLED IN
TRENCH PR/OR TO BRA27NG (CAD-HELD).
8 HIRE AND BONDED CONNEC1101VS SHALL

BE PROTECTED DURING FIELD
4/OTARING OF PIPE JOINTS
.9 TERMINATE ALL HIRES A MINIMUM
OF ONE FOOT ABOI( GROUND LEIfL

AND COIL EXCESS HIRE IN BOX
/0. IN I4CINITYOF VALIIf BOX , PLACE
HIRES AT SJFF1CIENT DEPTH TO
PREkNT DAMAGE TO HIRES IF
VI4L kE BOX SETTLES
1/. COPPER-COPPER SULFATE ELECTRODE:

TIK.2 SUPPLIERS ARE FARIWST COROSION,

GARDENIA, CA, AND HARCO CATHODIC
PROTEC 1/ON, HUNTiNGTON BEACH, CA
12 HIRE TYPE - IF UF HIRE IS NOT

A VA IL ABLE IN COL OR REQU/RED,

AL TERNA TES ARE TW OR THW
L6 - MIN

HAND PLACE MATERIAL

UP TO SPR/NCL INE OF
PIPE
GENERAL NOTES:

1. ALL TEST CONNEC71ON5 ON STEEL

PIPE TO BE MADE A T EXPOSED FIELD
JOINTS
2 LEAD HIRES SHALL SE 5 FT DEEP
THROUGH ROAD SHOULDER.

J VAL SOX -WALL BE LOCA TED
HI/H THE SACK OF THE VAL i'f BOX ON

THE PROPERTY LINE (IN STREET

RIGHT OF WAY) EXEPT AS OTHER-

HISE DIRECTED BY ENGINEER
LEAD HIRES IN VAL kf BOX SHALL
BE ORIENTED IN THE SAME RELA T1 If
POSITiON AS THE CONNEC 1/ON TO

THE PIPELINE SYSTEM
ALL El LEADS SHALL BE CO LOR
CODED AS FaLo06:

NO. 4 HIRE SHALL BE V#/ITE
NO. 12 HIRE SHALL BE YELLOb4'
BLACK & GREEN. (YELL OW &
I4f-/I7E SHALL AL WAYS BE PLACED

ON THE NORTH AND EAST SIDE)
NO 10 HIRE SHALL BE RED,
6 PIPE SHALL BE CLEANED TO BARE

METAL PR/OR TO BRAZING (CAD-HELD)

OF LEAD HIRES TO PIPE CVNDER

TYPICAL WATER/RECYCLED WATER

TRENCH SECTION
26)
7 NO. /0 UF $fRE, RED I L.—----- -- NO 12 UF SOLID 9ñRE, YELLOW (FOR USE HUH I I
C-CSO 4) I

SUPPLIED BY I
NO 4 UF STRANDED *fRE $1-//TE

MANUFACTURER

I BRAZE (CAD- HELD) -

I I TO PIPE
I • ONEPIPE
LENGTH
i 1Y
1 —I
NOES:

1. BACKFILL IN TRENCH SHALL BE COMPACTED TO A RELA fl
C'OAIPAC liON OF 95%
2 SEE SPEC'/F/'A TIONS FOR PLACEMENT OF BAC'KF/LL IN PIPE ZONE END k7EW zzaz
2,-0, 7PENCH 21-01
K9DTH

OTAPA T
2 /6 FACE & EACH SIDE OF PIPE
LZ
IL ~w -1 3L I 1 11 p AV t - I I
>/ 2'
083104

EACH FACE, TOP & BOTTOM
217q" 00 /5Y2"IDx 1" THICK STEEL
RING PLATE, ;9 1 D ALL AROUND THE PIPE
.C1 14" WATER

WATER LINE
J1¼"ODx24 7/ 8 "IDx 1" THICK STEEL
RING Pt TE HfLD ALL AROUND THE PIPE
24" POTABLE WATER MAIN
Al/NOR CONCRE
NOTE

PLACE ALL CONCRETE AGAINST UNDISTURBED

GROUND IN TRENCH BOTTOM AND SIDES

AND THE PIPE TO BE RESTRAINED
1 /4 0 /2" OC EACH FACE
2 /4 EACH FACE k EACH SIDE OF PIPE
NOTE

PLACE ALL CONCRETE AGAINST UNDISTURBED

GROUND IN TRENCH BOTTOM AND SIDES

AND THE PIPE TO BE RESTRAINED
11,
PLAN
9 ANC
26) NO

PLAN S-BUILV'
DATE
--
- REVIEWED bY: MMUMMUMMUNUMM BLOCK 10 ANCH
;V M SCALE

APPROVED
"AS—BUILT' DRAWINGS
-2/.. o
District Engineer: DATE

CARLSBAD MUNICIPAL WATER DISTRICT
Sheet
26 ENGINEERING DEPARTMENT 29
Sheets
CANNON ROAD WATER AND RECYCLED WATER TRANS14ISSION MAINS PHASE 2 (88-602) AND 8" AND 12" COLLECTOR SEER PIPELINES (92-406)
ESS,
f?s•
C;
NO. 55381 EXP. 12/31/00 *
Ci V tl-
MISCELLANEOUS WATER DETAILS (88-602)
26176
District Engineer: WILLI E. PLUMMER RCE Dote
REGISTRATION EXPIRES 3/31/02

DISTRICT APPROVED CHANGES BENCH HARK
Description Approved Dote Description NOS/NGS BRASS CAP, INSIDE A 4 IN. PLASTIC SCREW CAP FLUSH WITH GROUND.

Location: 4.0 MILES NORTH ALONG THE A.T.S.F. RAILROAD, 500 FT. NORTH OF THE PALOMAR AIRPORT ROAD OVERPASS, 14.1 FT, EAST OF THE RAIL, I FT Pfl ('SW TPA('Ic fl c F T Rfl ('iW GROUND A('('cc )
40*1 467 —

CONSULT
2320 Cam ino Vida Roble Civil Engineering
Suite B Planning
Carlsbad, California 92008 Processing
760-931-7700 Surveying
Fax.760-931-8680
ENGINEER OF WORK:

DATE:/2
TIMOTHY 0. CARROLL, JR. RCE: 55381
Record From: SAN DIEGO NORTH COUNTY CONTROL BOOK, CONTROL POINT DWN BY: C.M.W.D. PROJECT NO. DRAWING NO.

DESIGNATION 1 1307. CHKD BY: fQQfl)\ Aklfl (Q"_4fl\ 777 I%I Elevation: 46.668 Datum: M.S.L. IRVWD BY: II

UUVV) IIJ LIJV/
I
C/7V PIOJECTA/ 3/8
F:\JDB\971O32\REACH126 6-23 - 98 4:17:49 pm EST © 1998 O'Day Consultants, Inc.

TD
8'-5/
I-.

EXPANS701V = 16

CL CANNON ROAD
i.. CEMENT MORTAR LINED
& EPDXY COATED
L I' MAX ,j CONCRETE APPROACH SL
1 PER 0i+6 333-26
I' MAX

CAST CASINO
IN BACKWI4LL
OF ADo TAlEN
14" 1'ELDED STEEL P/PLT
CA1ENT MORTAR LINED, EPDXY COA TO
WT/1 GROO(D ENDS FOR

MECHANICAL CLAMP- T)'PE COUPLINGS
1 CEMENT MORTAR

LINED & COATED
AC PA 'FMENT CL'fR 45 FIG SEND

ON PLAN PER J
2"A.VA. Hf/ERE5HOW ON PLANS
PER CA/HO DH W- 7, MODIFIED PER DETAIL
27 PIPE SUPPORT
!/LjBELOW

SECTION A-A
PTHflENECA9NG) I ______________
'SPACED 10' MAX ALONG PIPE YLF
H 14"
EXTEND, flPE SUPPORTS SHALL BE
INSULA TORS S°ACED

PER AIANLJFACTURER'S'
DOUBLE BALL, Sf15.41/C RECOMA/ENDA TIONS FL
OR SEWN FEET MAXIMUM EXPANSION A 551.4/81 Y WTH FLANGED 25 DIA. OPENING ENDS OR fOUl VALENT
PER D#V 333-26
NOTE; SEE DC 333-26

FOR PIPE SUPPORT DETAILS
& LOCATIONS

MACARIO CANYON BRIDGE

V SCALE
'•_-_/ II -ii
/
/ REDHfXJO DIRT
/ STOP
/ FILL VOID HfTHF014A1
/ 24" 0/A. STEEL CASING
PER D*C 333-26
45'FLC BEND
$f-/ERE S'HO$N
-r ON PLAN
' 14" $fLDED STEEL PIPE

CEMENT MORTAR LINED
& COATED i41 171 HfLOED
JOINTS

THRUST ANCHOR PER

DETAIL (T'

PIPE INSTALLATION (WATER AND RECYCLED

AT MACARIO CANYON BRIDGE ABUTMENTS
At? St.4LE
)
27 24" DIP
PlC WATER
WA TER
HALF cIRCLE, STAINLESS STEEL 20 GAGE
SHEET METAL FORMED TO FIT CD. OF

PIPE EPDXY TO PIPE
1"TYP.

NOTE SEE
PIPE SUP1
.At VSTEEL STRAP !/2"x2?/2'

ALL OH PIPE FREEDOM
TO SLIDE SEE NOTE / 8" STEEL WATER
OL 12" STEEL CASING
V8 "x 12" NEOPRENE STRIP. BOND TO
CONCRETE SUPPORT AND COA T TOP Hf TH

SLICOI'/E GREASE
"x 8" CAL V. STEEL ANCHOR
801 1 TOT 2 IA SUPPORT w/

GAL VAN/ZEO STEEL NUT &
WASHER
q cz
Zp~/

OP OF SUPPORT
£ PE
2'Al/N
S
CLASS '"B"

CONCRETE

POUR CONCRETE

AGAINST UN-

DISTURBED S
CYL
L
2-/I RADIUS TO MATCH

00. OF PIPE
iWf &FPWT IETALS ARE FOR
aZ cWL Y LMWfl' tT
iocw r' iiss PRECT IS
NOT lif11SIRE FOR hf L
SAND
BEDDING 083104
'-I

PIPE SUPPORT DETAILS
PER MG w-
At? SC'dE
(YA, 50!R MV RtCLAV piER)
,"-r /',,ug rit' &AF7
NOTE I.

PIPE SHALL BE TIC//TI Y CLAMPED A T THO PIPE SUPPORTS

NEAREST THE CENTER OF THE BRIDGE ALL OTHER PIPE
SUPPORTS SHALL SE SHIAIMEL) Hf TH STEEL WASHER Pt ATE
TO PRO ME '4 CLEARANCE 8E114fEN PIPE & CLAMP
NOTE 2:

PIPE SUPPORTS SHALL BE 12" MAX FROM PIPE
JOINTS AND 12" Al/N CLEAR OF ANY CONCRETE WALL

HORIZONTAL BENDS SECTION A-A TEES AND DEAD ENDS

HORIZONTAL BENDS & TEES
2- 15 REINFORCING RODS

SHAPE TO FIT COA T W/
20 141/L S. Al/N OF P/TTCHEAI

TARSET EXTEND CONCRETE

TO CO 'ER RODS
'RITE PAD
'1 w/CRAOE
aAsS "B_

CONCRETE

VERTICAL BENDS

THRUST BLOCK DETAILS
M2 SCALE

THRUST BLOCK TABLE
I.D.

INCHES
TEST
PSI
22 1/ 2
HOR. VER.

Li x L2 C.Y.

HOR.

Li x L2
VER.

C.Y.

HOR.

Li x
90,
L2
VER.

C.Y.

DEAD END &
HOR.

Li x L2
TEE
VER.

C.Y.
8 250 IJ5 22 1.5 4.9 11 28 6.5 4.1 4.0 54 3.5 4.0
12 250 5.2 3.3 5.1 73 4.7 .95 9.5 52 13.4 81 53 13.4
16 250 6.9 4.4 91
1 98 6.2 168 1 129 82 23.8 11.0 6.9 218
24 250 103 6.6 20.5 14.6 9.3 379 1 19.5 122 53.6 1 15.5 10.3 53.6

NO SALE

CONCRETE THRUST
BLOCK (CLASS 18"

CONCRETE)
P
FE. 3c,'q LP. DATE
-
REVIEWED BY:

INSPECTOR
-
- DATE
(,I
No. 553e1 1 * EXP. 12/31/00 *
NOTE: THIS THRUST BLOCK INFORAlA TIC/I IS INTENDED TO COA/PL tAlENT CA/HO STD. DHf. No. W- 15 AND TO BE USED IN CONLJ(JNC17ON Hf JH THAT STANDARD
) 1998 O'Day Consultants, Inc. T..) 2. I C
F:\JUBS\971032\REACH127 6-24-98 9:07:46 ri ES
-j
2 )-6' 0
15'—O"
29 2f-6"
16" STEEL WATER,
SEE SHEET 21

FOR CONTINUATION
22 ®1 8" EL. 42± 26
\T @

ELECTRIC

SERVICE
• PEDESTAL, I 33 23
SHEET

SEE DETAIL I
III LI '.4 FIll
3 Fr. SQ. OPENING,
HATCH ABOVE '-0" 91f 9"
0,1
4 4 4
p4
H I-of)
) (Th 31
C2
1 &
0__
4 1- -
f - P
— —
(_ —
4 NO. 4 BARS 12"
O.C. EACH WAY
Tc V2$Q
L® L<
1'-6"
a I

I I I I I
i 4 I I
III 3'-3"
-41-1-
2 Tn5
—6"
a1I
2)
<
I
P
3 I
1<1411 0
3'-O" 8'-O" _ 00 mail
H
+
4 u'iilffi
I'Mo I
a
16" STEEL WATER, (0
VH

I I I I
4 4 4 4 4 4 4 4
NO. 4 BARS 12"
O.C. EACH WAY 4
19 SEE SHEET 22. FOR CONTINUATION
1'-6"--I .#" I V
34 35
12" I I
4" TYP.

SET VAULT ON 12" OF
3/8" CRUSHED ROCK
18" PVC STORM DRAIN,
SEE SHEET 21 FOR CONTINUATION

PRESSURE REDUCING STATION PLAN
SCALE: 1/2" = 1'-0"

MATERIALS LIST
NO. OTY. NO. CITY.

ED 1 EA. 16" x 12" X 4" FABRICATED 10 GA. STEEL COMBINATION TEE, BEND, 2 EA 8" FLANGE X VICTAULIC STEEL SPOOL, 10 CA., MORTAR L , CLASS AND SPOOLS WITH THRUST COLLARS PER DRAWING, WELDED JOINTS, 150 FLANGES.

CLASS 150 FLANGES.
-- 8" PRESSURE RELIEF DISCHARGE LINE, FABRICATE 10 GA. STEEL MORTAR 4 EA. 3" X 3/8" STEEL ANCHOR PLATE WELDED TO OUTSIDE OF PIPE. LINED AND PORTION M.C., TO DISCHARGE BASIN (S') 4 EA. SLIP ON/WELD ON FLANGE, CLASS 150, SIZE PER DRAWING. () 1 EA. SUMP PUMP "LITTLE GIANT" 1/4 HP AUTO C. MODEL 6-CIA.

SECTION
SCALE: 1/2" = 1'-0"
8314
U
2 EA 12" GATE VALVE, AMERICAN DARLING CRS, CLASS 125 FLANGES, -- 1-1/2" COPPER TUBING TYPE K (HAR WITH PROTEN0'1'" WITH HAND WHEEL. A T GENE NOTES
2 EA 12" FLANGE X VICTAULIC STEEL SPOOL, 10 GA., MORTAR LINED, CLASS 1 EA. DAYTON SHADED POLE BLOWER, 0 RESET, MODEL NO. 4 C447. 150 FLANGES. 2 EA. 6" PVC VENT PIPE AND 9 ECREE B
AT

ER RICT
4 EA PRESSURE GAUGE - ASHCROFT — 3 1/2" - 1009A 1 / 4 PER GAUGE DETAIL. I 2 EA. 6" PVC X STEEL AD ORS. OF T1416 CMTBO ER Ls XC SHALL

L FORM TO THE PLANS AND SPECIFICATIONS OF THE CARLSBAD
B SHOWN OR DISTRICT APPROVED EQUALS.
3 EA. STYLE 77 VICTAULIC COUPLING, SIZE PER DRAWING. -- NOT USED PIPING DIMENSIONS ARE NOMI ALLOWANCES FOR END CAPS AND GASKETS SHALL BE 1 EA 12" PRESSURE REDUCING AND PRESSURE SUSTAINING VALVE, CLA VAL MODEL I EA. PRECAST CRETE VAULT. (PARKWAY LOADING) INCLUDING .. MADE AS NECESSARY BY FABRICA CONTRACTOR/FABRICATOR, SHALL SUBMIT SHOP 92-C-01 BC, C.I. BODY, S.S. TRIM, CLASS 125 FLANGES, EPDXY REINF D CONCRETE THRUST COLLAR WALLS (PER DRAWING). DRAWINGS FOR APPROVAL OF ALL P1 AND VAULTS PRIOR TO FABRICATION.

COATED INTERIOR, WITH X101 INDICATOR, CRD 30-300 PSI SPRING RANGE, CRL 20-200 PSI RANGE. I' 1 EA. ANIZED STEEL LADDER (ALHAMBRA MODEL NO. A-3400) 1 EA 12" STEEL FLANGED SPOOL. CLASS 150 FLANGES, 10 GA. STEEL WITH I BILCO LADDER-UP SAFETY POST.

ALL WORK SHALL BE EXECUTED IN CONFOR CE WITH APPROVED SHOP DRAWINGS.

VAULT FLOOR SLAB, WALLS, TOP SECTION, MAN E FRAME AND COVER SHALL BE MORTAR LINING.
29 DESIGNED IN CONFORMANCE WITH AASHTO STANDAIR OR PARKWAY LOADING INCLUDING EA. 36" X 36" HATCH, BILCO TYPE J-4 AL. RUN HATCH DRAIN TUBE TO EFFECT OF RETAINING WALL SURCHARGE. VAULT SHA BE OF A PRECAST TYPE DESIGN 1 EA 12" X 12" X 8" FABRICATED 10 GA. STEEL TEE MORTAR LINED WITH CLASS SUMP. WITH ALL SHOP DRAWINGS AND DETAILED VAULT DESIGN NG PROVIDED TO THE 150 FLANGES. DISTRICT, BY THE CONTRACTOR, FOR APPROVAL. 1 EA. 16" X 16" X 4" AND 16" X 12" FABRICATED 10 CA. STEEL 1 EA. BLOWER TIMER. ALL INTERIOR PIPING, VALVES AND FITTINGS SHALL BE SCALED, ECREASED AND COMBINATION TEE, REDUCER, AND SPOOLS, WITH THRUST COLLARS PER (i3 1 EA. SWITCH. PAINTED PER DISTRICT STANDARDS.

DRAWING, WELDED JOINTS, CEMENT MORTAR LINED AND COATED. ALL STEEL PIPE SHALL BE MORTAR LINED AND COATED PER DISTRICT S ARDS UNLESS 2 EA 4" GATE VALVE, AMERICAN DARLING CRS, CLASS 125
2 EA. SALDA NO. 460-2. 100 W LAMP HOLDER, WALL MOUNTED. OTHERWISE NOTED.

FLANGES, WITH HAND WHEEL. 2 EA. DUPLEX OUTLETS. REINFORCING STEEL SHALL BE ON VAULT SIDE OF THRUST COLLARS. APPROVED 2 EA. 4" FLANGE X VICTAULIC STEEL SPOOL, 10 GA., MORTAR LI , CLASS 150 1 EA. 36" DIAMETER PRE-CAST CONCRETE RINGS. ALL ACCESSORY PIPING, TUBING, CONDUIT AND OTHER COMPONENTS SHALL BE PROVID "AS-BUILT" DRAWINGS FLANGE. 1 EA. 36" DIAMETER GALVANIZED STEEL GRATE, ALHAMBRA FOUNDRY, WITH SUITABLE MOUNTING CLIPS OR BRACKETS WITH ANCHOR BOLTS OF A SUITABLE TYPE. 1 EA. 4" CLA VAL PRESSURE REDUCING AND PRESSURE SU NING VALVE MODEL NO. A-1558-36. CLOSE ALL PIPE CHASES IN VAULT WALLS WITH GROUT. ALL WALL SURFACES SH ALL BE MODEL 692-C- 01 BC, C.I. BODY, S.S. TRIM, C S 125 FLANGES, EPDXY ______ COATED INTERIOR, WITH X1 0 1 INDICATOR, C 0-300 PSI SPRING RANGE, -- NOT USED FINISHED SMOOTH AND EVEN. 7 CRL 20-200 PSI RANGE. District Engineer: DATE
1 EA. 4" STEEL SPOOL, CLASS 150 FLANGE 10 CA., MORTAR LINED. 2 EA. 6" 10 GA. STEEL VENT PIPE, PRIME AND PAINT ABOVE GROUND. ___ CARLSBAD MUNICIPAL WATER DISTRICT 2 EA. 6" STEEL INTAKE AIR CAP AND PIPE, ALHAMBRA FOUNDRY, MODEL NO. eet 1 EA. 8" GATE VALVE, AMERICAN DAR CRS, CLASS 125 FLANGES, WITH HAND A-2163, GALVANIZED CAP, PRIME AND PAINT STEEL VENT PIPE ABOVE WHEEL. GROUND. ENGINEERING DEPARTMENT
hkk
I 29
Sheets
1 EA 8" PRESSURE RELIEF V E, CLA VAL MODEL 50-A-01 BS, C.I. BODY, 8 EA. ADJUSTABLE PIPE SUPPORT, FEE AND MASON, FIGURE 291, (SIZE AS CANNON RO ATER AND RECYCLED WATER TRANSMISSION MAINS S.S. TRIM, CLASS FLANGES, EPDXY COATED INTERIOR, CRL 20-200 REQUIRED). INSTALL FOUR PIPE SUPPORTS FOR EACH PIPE RUN.

PSI RANGE. REACHES SAH 1 & 2 AGUA HEDIONDA INTERCEPTOR SEWER (92-406) VtofES DESIGNED BY: A.0. DATE: APRIL 1998 DISTRICT APPROVED CHANGES BENCH MARK PRESSUR DUCING STATION - ________________________________________
PLANS PREPARED BY DRAWN BY: R.L.K. SCALE: AS SHOWN No. Description Approved Date Description:NOS/NGS BRASS CAP, INSIDE A 4 IN. PLASTIC SCREW CAP FLUSH
4iO15

WILSON ENGINEERING
PROJECT MGR.: A.O. JOB NO.: 97-1032
Location:

WItH0 GROUND.

ORT Ft ALONG THE A.T.S.F. RAILROAD, 500 . NORTH ee 28176 (.-Z9-9t
CONSULTING ENGINEERS — OF THE PALOMAR AIRPORT ROAD OVERPASS , 14.1 Ft. EAST OF THE RAIL, District Engineer: WILLIAM / PLUMMER RCE Date Exp. 3/31/99) 703 PALOMAR AIRPORT ROAD, SUITE 300 ENGINEER OF WORK: _______________________________________ _________ ______ 1 Ft. BELOW TRACKS, 0.5 Ft. BELOW GROUND ACCESS. Drawn:

REGISTRATION EXPIRES 3/31/02
CARLSBAD, CA 92009 (760) 438-4422
DATE:

Record From: SAN DIEGO NORTH COUNTY' CONTROL BOOK, CONTROL POINT I CMWD PROJECT N OF P&1~
________________________________________ _________ _______ DESIGNATION T 1307. Checked:

I (88-602) AND (92— ANDREW OVEN RCE: 41015 —
Elevation: 46.668 Datum: M.S.L. I
C/Tt'PA'OJPeTN19 3/A4
TD - '?, (c (f k'
i6"EL WATERLINE

AIR VENT PIPING DETAIL
SCALE: 1/2" = 1'-0"
'I
125
4001
2~0
1] 126
ASHCROFT 3 1/2" -
1009 A 1/4"

PRESSURE GAUGE
0-300 PSI DOWNSTR
0-300 PSI UPSTR fO

CANNON ROAD
1/4" GAUGE COCK
1" X 1"/4" BRASS

BUSHING
1" CL 3000 STEEL

COUPLING
i,iP X FIP -

ALL CORP
(FORD FB 1700;
JONES J-1931)

PIPING PER PLAN FROM PRESSURE

RELIEF VALVE

GAUGE DETAIL
NTS

DISCHARGE BASIN
SCALE: 1/2" =

ELECTRIC SERVICE
SINGLE PHASE 120/240 VAC
MYERS ME—UC 125

SERVICE PEDESTAL
-
TELCO JUNCTION BOX WITH 100 AMP MAIN (8"x8"x6") ATTACH TO (CIRCUIT SCHEDULE SIDE OF PEDESTAL Et AS SHOWN) -\--- CONCRETE DISCHARGE BASIN
N \ FOR PRESSURE RELIEF
\1_1151

PVC STORM DRAIN
- PRESSURE REDUCING STATION
6"
TO ELCO NSOURCE _4
"
- 16" STEEL WATERLINE 2" ELECTRIC CONDUIT
TO WATER VAULT O8314

PRESSURE REDUCING STATION SITE PLAN
SCALE: 1" = 10'

ELECTRIC
2" TELCO CONDUIT

WITH PULL
TO G&E TRANS.

TO WATER VAULT
0000 N OT A PAF?f SERVI PEDESTAL DETAIL
NTS
OF THI G CO NTRAaRT cc SCHEDUL: 1 20 AMP LI AND OUTLETS CIRCUIT 2 20 AMP TIME C AND FAN
CIRCUIT 3 20 AMP SUMP

APPROVED
"AS-BUILT" DRAWINGS

PRESSURE REDUCING STATION DATAE

UPSTREAM DOWNSTREAM UM CONTINUOUS MAXIMUM CONTINUOUS

VALVE SIZE FLOW RATE, PER FLOW RATE, (PER

HGL PRESSURE HGL PRESSU MANUFACTURERS) GPM MANUFACTURER' GPM 12" 375 AIIII~47 400 MODEL 92-01 490 197 7,000
4"
MODEL 692_01* 490 197 375 147 30 580
8" RELIEF
MODEL 50-01 380 0 # 150
- - - 3,100**
" INTERNALS
= 7,000 GPM
-'t4-- (' & 2/
District Engineer: DATE

6.1 CARLSBAD MUNICIPAL WATER DISTRICT
N
ENGINEERING DEPARTMENT 29
Sheets

CANNON RO ATER AND RECYCLED WATER TRANSMISSION MAINS
REACHES SAH 1 & 2 AGUA HEDIONDA INTERCEPTOR SEER (92-406)

PRESSURE'EDUCING STATION
DESIGNED BY: A.O. DATE: APRIL 1998 }-
DRAWN BY: R.LK. SCALE: AS SHOWN
PROJECT MGR.: A.O. JOB NO.: 97-1032 I
(ESS%4
No. 41015
* Exp. 3/31/99
Tv
OF C
* ENGINEER OF WORK:

PLANS PREPARED BY

WILSON ENGINEERING

CONSULTING ENGINEERS
703 PALOMAR AIRPORT ROAD, SUITE 300
CARLSBAD, CA 92009 (760) 438-4422
DATE:

3. DISTRICT APPROVED CHANGES BENCH MARK
Description Approved Dote Description:NOS/NGS BRASS CAP, INSIDE A 4 IN. PLASTIC SCREW CAP FLUSH WITH GROUND.

Location: 4.0 MILES NORTH ALONG THE A.T.S.F. RAILROAD, 500 FT. NORTH OF THE PALOMAR AIRPORT ROAD OVERPASS, 14.1 FT. EAST OF THE RAIL. 1 Fr. BELOW TRACKS, 0.5 F. BELOW GROUND ACCESS.

Record From: SAN DIEGO NORTH COUNTY CONTROL BOOK, CONTROL POINT DESIGNATION T 1307.

Elevation: 46.668 Datum: M.S.L. RCE: 41015 ANDREW OVEN
28176
District n neer: WILLIAM E. PLUMMER

RCE Dote
REGISTRATION EXPIRES 3/31/02
Drawn:

CMWD PROJECT N Checked:
(88-602) AND (92-
CITY PR&/L'CT NO 3184
U - 1, (P I7-.

CONSTRUCT/ON PLANS FOR:

CANNON ROA D WA TER A ND REC YCL ED WA TER TRA NSMISSION WA/NS PHASE 2 (88 602), A ND 12 COLL EC TOR SEWER
AND 20 INTERCEPTOR SEWER PIPELINES (92 ~ 406)
LS
ON
4js
AOA
r

CITY OF - OCEANSIDE
50 B Cemlo ReaI Carlebad
760-438-3367
CITY OF ViSTA
S/TE-

PACIFIC
OCEAN

BOARD OF DIRECTORS

CITY OF

SAN MARCOS
: __t_i
:1-• tail

CITY OF ENCINITAS '
WC1N/TY MAP

NO SCALE
V T2
- - - - - - - - -
£ _ - a a
1 I
TA
p r
••]
.A I..A'J
SHEET NO. DESCRIPTION
/......................TITLE SHEET
2 ...................... SYA/BOL LEGEND, GENERAL NOTES, 845/S OF BEARINGS,

PUBLIC AGENCIES AND UT/LIT/ES
-TA: 37/4540 TO 43/00.00. CA/NV 92 406 3.6
STA. 4Ji-0000 TO 19+1201 A#AV 92-106
00 TO 69+19.50 511: 6400. CaVWD 02 106
6 ...................... STA: 73+88.00 TO 83+00.00 .................................CA/NV 92-406 7 ...................... STA: 83+00.00 TO 93+00.00 ............................... ..CA/WV 92-406 8 ...................... STA: 93+00.00 TO 103+00.00 ...............................CA/WV 92-406 9 ...................... STA: /03+00.00 TO 1/3+00.00 .............................. CA/WV 92-406 10 .................... STA: / /3+00.00 TO 120+00.00 .............................. CA/WV 92-406 1/ ....................STA: 120+0000 TO 126+26.54 .............................. CAW 92-406 89 602 Is.STA. - 37001.38 To 43+00.00.CA/NV
00 TO 53+00.00.CA/NV fJOO. 88 502 /3. 514.'
TO 63/0000.CA/NV 6,;+ 9310000 89 602 14

15. 514:
/6 ....................
63100.00 To 72i0000. CA/NV
STA: 73+8500 TO 83+00.00 ................................. 89 602
CA/NV 88-602
17 .................... STA: 83+00.00 TO 93+0000 ................................. CA/NV 88-602 /8 .................... STA. 9J#00. 00 TO /03+0000 ...............................CA/NV 88-602 19 .................... STA.' 103+0000 TO 1/3+0000 .............................. C'A/V 88-602 20 .................... STA: 113+00.00 TO 120+00.00 .............................. CAW 88-602 2/ ....................STA: 120#OO. 00 TO 126+26.54 ..............................

CAW 88-602
22 ................... EL cAA//NO REAL STA.- 443+8136 TO 451+2000 ........ CA/NV 88-602 23 .................... SENR PROFILES. ................................................ CA/NV 92-406 24 ................... RECYCLED WATER & WATER PROFILES ....................... CA/NV 88-602

25...................MISCELLANEOUS SEJØR DETAILS ............................... CA/NV 92-406 26 ................... MISCELLANEOUS WATER DETAILS ............................... CA/NV 88-602 27 ................... BR/DOE AND THRUST &XK DETAILS

28...................PRESSURE REDUCING STAT/ON DETAILS

29...................PRESSURE REDUCING STAT/ON DETAILS
JO ........... ......... STA: 120#00.00 TO /26#26.54 ........ ......................CA/NV 92-406 082503 AQUA HEVIONDA LAGOON
S. S.

S.
\S.
110
I \ '' \ • __55 __ -
\ \
I
/
-
I
Al
\\\\\
\ S.S. \\ S. II
\ \
\\
\\
\\\\•
'' ":;, S. S.
,/ESSIä
C/) -
NO. 55381
* EXP. 12/31/00 *

CIVII V
OF
1 DESIGNED BY: K.H. DATE: FEB. 1998

DRAWN BY: D.M. SCALE: AS SHOWN
PROJECT MGR.: T.C. JOB NO.:97-1032 0/ PA~ -

CONSULT NTS
5900 Pasteur Court Civil Engineering
Suite 100 Planning
Carlsbad, California 92008 Processing
760-931-7700 Surveying
Fax:760-931 -8680
ENGINEER OF WORK:

DATE:

TIMOTHY 0. CARROLL, JR. RCE: 551
© 1998 O'Day Consultants, Inc.

APPROVED

1.4 "AS-BUILT" DRAWINGS
__ Os
District Engineer: DATE
0' 500'
CARLSBAD MUNICIPAL WATER DISTRICT 250' 1000'
/()' 4/,4/ SCALE: 1" = 500'
Sheet
SCALE: / I
ENGINEERING DEPARTMENT 30
= 500' 1 Sheets
CANNON ROAD WATER AND RECYCLED WATER TRANSMISSION MAINS PHASE 2 (88-602) AND 12 COLLECTOR SEER AND 20 INTERCEPTOR SEER PIPELINES (92-406) DISTRICT APPROVED CHANGES BENCH MARK: TITLE SHEET, VICINITY MAP,

KEY MAP, AND SHEET INDEX
Description Approved Date Description:NOS/NGS BRASS CAP. INSIDE A 4 IN. PLASTIC SCREW CAP 10 ________ ______ ______________________________________________ ________ 7• FLUSH WITH CROUND. , + t: Location: 4.0 MILES NORTH ALONG THE A.T.S.F. RAILROAD, 500 Fr, NORTH fri' .. - aj - 28176 0 4 .m tV+IJ,a.Sh' _______ _____
POrAL .,jp4WL.. •:).34 OF THE PALOMAR AIRPORT ROAD OVERPASS, 14.1 FT. EAST OF THE RAIL, District Engineer: WILLIAM E. PLUMMER RCE Dote REGISTRATION EXPIRES 3/31/02
400 NW W.Yc..UD W14102- 1 FT. BELOW TRACKS, 0.5 Ft. BELOW GROUND ACCESS. '4*5.r
Record From: SAN DIEGO NORTH COUNTY CONTROL BOOK, CONTROL POINT OWN BY: C.M.W.D. PROJECT NO. ii DRAWING NO. (88-602) AND (92-406) 3332GE
Elevation: 46.668 Datum: M.S.L. RVWD BY:

DESIGNATION 1 1307. CHKD BY:_________
9"6 /95
F:\JOBS\971032\9732VD01 10-13-98 3:23:31 priT.EST
I... .

RAY RAY
fn -21

CMWD GENERAL NOTES

L EXENQ

DESCRIPTION
CM WD GENERAL SEWER NO TES 1, SUBMITTALS SHALL BE PROVIDED TO THE CARLSBAD AIUMCIPAL WA TER DISTRICT

DISTRICT ENGINEER FOR THE WATER, RECYCLED WATER, AND SEVER PIPELINES SUBMITTALS SHALL BE APPROVED PR/OR TO ORDER/NC MA TRIALS FOR C0NS7RUC170N. SYMBOL DWC. NO.

PROPER?)' LINE 2 THE CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTiNG UT/LIliES CROSS/NC THE PROPOSED WA 1ER, RECYCLED WA TER, SEVER PIPELINES AND POINTS OF CONNECT/ON PRIOR TO COMMENCEMENT OF WORK CENTERLINE .................................... . -p OR SEVER A/A/N ................. SIZE & TYPE PER PLAN......

ACCESSHOLE ...................... C.M. WD. S-i ....... . S —0------- RECLAIMED WATER MA/N ............ SIZE & TYPE PER PLAN RW WATER MAIN ..................SIZE & TYPE PER PLAN w
GATE VALVE .......................C.M.WD. W-16..... _____ BUTTERFLY VAL VE. .................. .C.M.WD. w-17 Ik1H BLIND FLA (GE ...................................

PVCPLUG.....................................

TEE.......................................

THRUST BLOCK .................................. A
FIRE HYDRANT ASSEMBLY ................. CM. WD. W- 12...... 2" BLOW OFF . .................... .C.M.WD. W-6 p
2" AIR-VACUUM ASSEMBLY ............... wD. W- 7 .....O
" IRRIGATION RECLAIMED WATER SERI'7CE......... 2
F
C. Al WD. W-4 -
- - -{
REDUCER.........................SIZE PER PLAN .....

1. ALL SEVER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE YñTH THE "CARLSBAD MUNICIPAL WA TER DISTRICT'S SEVER

SYSTEM - DESIGN CRITERIA, STANDARD DRAWNGS AND
SPECIFICATIONS'; LA TEST ED/liON, AND THE STANDARD SPEC/F/CA TONS FOR PUBLIC WORKS CONS TRUCTiON, LA TEST EDITION (GREEN BOOK) 2 THE CONTRACTOR SHALL OBTAIN AN EXCA VA 110/V PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCA VA 776W AND SHALL

ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCT/ON SAFETY ORDERS 3 BEFORE ANY CONNECT/ON 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 CONSTRUCT/ON BEGINS IN ANY PUBLIC RIGHT OF WA ) A CITY RIGHT OF WA Y PERMIT SHALL BE REQUIRED.

5. THE CONTRACTOR SHALL N011FY THE CITY OF CARLSBAD ENGINEERING INSPECT/ON 48 HOURS PRIOR TO BEGINNING CONSTRUCT/ON, TELEPHONE (760) 438-3891.

CM WD WATER MAIN NOTES
IV FY LLLILLI .)FL.L.L

WATER PIPE CML &C

TYPICAL SECTION

CANNON ROAD
SM. 73+8800 to SM. 8544.45

NO SCALE
NOTE: WA TER AND RECYCLED

WATER LINES SHALL BE

EPDXY COATED THROGH

A/ACARIO CANYON BRIDGE
CA THO TIC TEST STATION PER PLAN•
R/W

1. WA TER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE JtITH THE "CARLSBAD RULES & REGULATIONS FOR THE CONSTRUCTION OF POTABLE WATER MAINS - CARLSBAD MUNICIPAL WATER D/STRIC,Y' OCTOBER 1993 OR AS AMENDED. 2 THE CONTRACTOR SHALL OBTAIN AN EXCA VA TION PERMIT FROM THE DMSION OF INDUSTRIAL SAFETY AND PROVIDE PROOF OF OSHA NOT/F/CA liON BEFORE ANY EXCA VA liON AND SHALL

ADHERE TO ALL PRO WSIONS OF THE STATE CONSTRUCT/ON SAFETY ORDERS 3 BEFORE ANY CONNECT/ON OR SHUT DOHV OF VAL VES ON EXIS11NG C/IWO LINES; A PERMIT SHALL BE OBTAINED FROM THE C WD. OFF/CE AND MUST BE SIGNED AND APPROVED BY

DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT
A PRECONSTRIJCT/ON CONFERENCE MEETING SHALL BE HELD A MINIMUM OF SEVEN (7) DAYS

BEFORE CONSTRUCTION BEGINS CONTACT CITY OF CARLSBAD ENGINEERING DEPARTMENT AT (760) 438-3891.

THE CONTRACTOR SHALL NOTiFY CITY OF CARLSBAD ENGINEERING DEPARTMENT 48 HOURS PR/OR TO S TAR TING WORK SO THAT INSPECT/ON MA Y BE PRO WOED - TELEPHONE NO. (760) 438-3891.

NO TREES OR STRUCTURES SHALL BE ALL O$fD IN THE WATERLINE EASEMENT ALL EXISTiNG TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK - ANY EXERTIONS SHALL REQUIRE V.li'ITTEN PERMISSION FROM THE DISTRICT ENGINEER. R/W 1/)')'
J:1I[1!1 7 ALL BURIED COPPER PIP/NC AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CA THOO/C PROTECT/ON. IF THE

CONTRACTOR CONDUCTS A SOILS TEST REPORT AND

DEMONS TRA TES THAT PROTECTION CAN BE PREFORMED IN
ANOTHER MANNER, THE DISTRICT ENGINEER H9LL CONSIDER
AN AL TERNA TIVE FORM OF PROTECTiON. PUBLIC A GENC/ES AND U TIL / TIES

CM WD REC YCL ED WATER NOTES

A VA AIR VACUUM ASSEMBL Y

BO BLOWOFF

BV BUTTERFLY VALVE

CL CENTERLINE
CAIL s.C' CEMENT MORTAR LINED & COA TO

CONST CONSTRUCT
DIP DUC17LE IRON PIPE

EA EACH
EXIST EXISTiNG

FL FLOW/NE

FL FLANGE

GA GAGE

CV GATE VALVE
If IN PER T ELEVA liON

LT LEFT

MAR MANUAL AIR RELEASE

MOD MODIFIED
Pd PUSH JOINT
PVC POL YI4NYZ CHLORIDE

RT RIGHT

RK RECYCLED WATER LINE
50$0 SLIP ON VELD ON

TB THRUST BLOCK

TOP TOP OF PIPE

W WATERLINE
*SP HfLDED STEEL PIPE
CARLSBAD MUNICIPAL WA TER DISTRICT ...............(760) 438-3367 PACIFIC BELL TELEPHONE ....................................(6/9) 574-4317 SAN DIEGO GAS & ELECTRIC ...............................(6/9) 696-4141 CAMELS CABLE145/0N ..........................................(760) 438-7741 UNDERGROUND SER fr/CE ALERT ...........................(800) 422-4/33 SANTA FE PACIFIC PIPELINES ..............................(6 /9) 283-651/ IV 1TLLULU JILLL
WATER PIPE CAlL &C
!:MsJ All iY;Ilifei1 TYPICAL SECT/ON

CANNON ROAD
STA. 85#4445 to SM. 112+11.04

NO SCALE
082503

NOTE WATER AND RECYCLED

WA TER LINES SHALL BE

EPDXY COATED THROGH
MA CARlO CANYON BRIDGE

THE BASIS OF BEARINGS FOR THIS PLAN IS PORT/ON OF

THE CENTERLINE OF CAR COUNTRY DRIVE AS SHOHN ON
MAP NO. 12242, XE NORTH 67'J0'37" EAST

R/W RAY
If)

1. ALL RECYCLED WATER MAIN AND APPURTENANCES SHALL BE
CONSTRUCTED IN ACCORDANCE VñTH THE "CARLSBAD RECLAMA liON WATER MAINS - CARLSBAD MUNICIPAL WATER DISTRICT" OCTOBER 1993 OR AS AMA/ENDED.
2 THE CONTRACTOR SHALL OBTAIN AN EXCA VA TION PERMIT FROM

THE DIVISION OF INDUSTRIAL SAFETY AND PRO WOE PROOF OF OSHA NOT/F/CA liON BEFORE ANY EXCA VA liON AND SHALL ADHERE TO ALL PRO friS/ONS OF THE STATE CONSTRUC17ON SAFETY ORDERS 3 BEFORE ANY CONNECTION OR SHUT DO/ OF VAL VES ON EXIS11NG CM WD. LINES, A PERMIT SHALL BE OBTAINED FROM THE CM WD.

OFFICE AND MUST BE SIGNED AND APPROVED BY THE DISTRICT ENGINEER

AND DISTRICT SUPERINTENDENT
4 A PRECONSTRUCTION CONFERENCE MEETiNG SHALL BE HELD A MINIMUM OF SEVEN (7) DA YS

BEFORE CONSTRUCTION BEGINS CONTACT CITY OF CARLSBAD ENGINEERING DEPARTMENT AT (760) 438-3891 FOR SCHEDULING
5 THE CONTRACTOR SHALL NOTiFY CITY OF CARLSBAD ENGINEERING DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MA Y BE PRO fr1DED - TELEPHONE NO. (760) 438-389/.

6. NO TREES OR STRUCTURES SHALL BE ALLOYED IN THE RECYCLED WATERLINE EASEMENT ALL EXI511NG TREES AND STRUCTURES SHALL BE REMOVED PR/OR TO COMMENCEMENT OF WORK -

ANY EXCEPTIONS SHALL REQUIRE V,'ITTEN PERMISSION FROM THE DISTRICT ENGINEER 7 ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE
PROTECTED BY MEANS OF CATHODIC PROTECTION. IF THE

CONTRACTOR CONDUCTS A SOILS TEST REPORT AND

DEMONS TRA TES THAT PROTECTION CAN BE PREFORMED IN
ANOTHER MANNER, THE DISTRICT ENGINEER H9'LL CONSIDER

AN AL TERNA TIVE FORM OF PROTECT/ON
8 PRO VIDE CA THUD/C PROTECT/ON TEST 5 T TIONS
Vñ-/ERE SHOfN ON PLANS FOR RECYCLED WATER LINE

APPROVED
"As—BUILT" DRAWINGS
'V

REFERENCE DRA WIN
EXIST 12" WA TER (VEST END OF CANNON) ................................. JJJ-2F EXIST 20" RECYCLED WA TER (HEST END OF CANNON) .............. 333-2F EXIST 8" SEVER (VEST END OF CANNON) ................................... JJJ-2F E..7ST 36" WA TER (EAST END OF CANNON). ................................ CRAIbf0 85-101 EXIST 21" SEVER (EAST END OF CANNON) ................................. /44- 7A & 246-1 KELL Y RANCH VILLAGE 'E' IMPROVEMENT PLANS ......................... 363-3 KELL Y RANCH I4LLAGE 'E' GRADING PLANS ................................. 363-JA &L
District Engineer DATE

CARLSBAD MUNICIPAL WATER DISTRICT
- IV ,,L1_L..q_L1 .jIL_L.L.
(YnIERE SHOHN ON PLANS) WA TER PIPE COL & C

TYPICAL SECTION

CANNON ROAD
STA. 112+11.04 to STA. 124+8638

NO SCALE
NOTE.' WA TER AND RECYCLED

WATER LINES SHALL BE

EPDXY COATED THROCH

MACAR/U CANYON BRIDGE
Sheet
ENGINEERING DEPARTMENT 30
Sheets
CANNON ROAD WATER AND RECYCLED WATER TRANSMISSION MAINS PHASE 2 (88-602) AND REACHES SAH 1 & 2 SOUTH AGUA HEDIONDA INTERCEPTOR (92-406) (oFESSi
An
NO. 55381
* EXP. 12/31/00
OF ki
*
DESIGNED BY: K.H. DATE: FEB. 1998
DRAWN BY: D.M. SCALE: AS SHOWN No.

PROJECT MGR.: T.C. JOB NO.:97 - 1032 0
/
C 0 N S U L
5900 Pasteur Court Civil Engineering
Suite 100 Planning
Carlsbad, Coifornia 92008 Processing
760-931-7700 Surveying
Fox:760-931 -8680
Date
ENGINEER OF WORK:

DATE:f3fr
TIMOTHY 0. CARROLL, JR. RCE: 55 81
DRAWING NO.
333-2GE

SYMBOL LEGEND, GENERAL NOTES

BASIS OF BEARINGS,

PUBLIC AGENCIES AND UTILITIES
28176
District Engineer: WILLIAM E. LUMMER RCE
REGISTRATION EXPIRES 3/31/02
[WN BY: C.M.W.D. PROJECT NO.

CHKD BY: (88-602) AND (92-406)
ro
RVWD BY:
© 1998 O'Day Consultants, Inc. F:\JDBS\971032\9732WD02 10-12-98 4:16:13 pm EST

DISTRICT APPROVED CHANGES BENCH MARK
Description Approved Dote Description:NOS/NGS BRASS CAP, INSIDE A 4 IN. PLASTIC SCREW CAP or, u,wt tOQ ID AW09 C7 /.2- 17 FLUSH WITH GROUND.
j)p _______ _____
Location: 4.0 MILES NORTH ALONG THE A.T.S.F. RAILROAD, 500 FT NORTH D _______ _____
11 kvlm &M . ;4.

OF THE PALOMAR AIRPORT ROAD OVERPASS, 14.1 Fl. EAST OF THE RAIL, &o rzmc. _______ 1 FT. BELOW TRACKS, 0.5 FT. BELOW GROUND ACCESS.

Record From: SAN DIEGO NORTH COUNTY CONTROL BOOK, CONTROL POINT DESIGNATION T 1307.

Elevation: 46.668 Datum: M.S.L.

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__________________________________________ •!
-
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I'EiI1.?"
082503
© 1998 O'Day Consultants, Inc. G\J0BS\991013\9732WD24D''G 11-30-01 25541 pm EST X - REF 5:9732 BA S E9 7 32PARC,97 32PR U Ff9607 UT L960 7 ST R 1,9607 ST R2 CONSTRUCT/ON NOTES:

RIM ELEVATION AS

SHOJW ON PLANS
,—FRAME AND COVER PER
/ C41bfJ SIP. DWC NO. 5-4
AlA V/All/Al cIf)c.r
—PAkEMENT OkER

AGGREGA TE BASE
PER DWG 333-26
bo, L
4 4
ACCESSHOLE PER CM$O—
STD . DWG NO. S—i b'TH
[—LOCK INTERIOR LINING 4
SYSTEM

A DIAMETER
SEE GENERAL NOTE 2
PVC

LATERAL
'- PIPE ZONE ENkEL OFF PER
CY*D STD. DWG NO 5-5

ROCK SHALL BE COMPACTED
TO 90%
"C" = 6" /11/V IF TRENCH SIDE SLOPE IS CUT BACK PER SAFETY STANDARDS, 8" 4/IN IF SHIELD IS USED.

Q) INSTALL I " HELD STRIPS I-/ERE T—L OCK IS 14fLDED; If., TOP OF

CHANNEL, SHAFT TO SHELF TURN BACK TO PIPE FACE, CORNERS, ETC 03 PVC TURN BACK ON PVC PIPING SHALL BE A 41/MA/U/I OF 6" 03 PVC TURN BACK SHALL BE HELD 17GHT TO PVC PIPING BY 1/2" STEEL BAND VñTH CONTACT CEMENT ADHESIVE APPLIED TO

BOTH SURFACES
INSTALL f A T SHEET PVC ON SHEL kES WTH CONTACT CEMENT

AOHESIL'E APPLIED TO BOTH SURFACES OVERLAP PVC ONTO
MANHOLE SHAFT AND CHANNEL LINER; 4fLD TO BOTH AND
COMPLETE WTH 1" HELD STRIPS
03 INSTALL NONSKID SURFACE ON MANHOLE SHELF
03 INSTALL PRE FORMED CORNER TURN BACK UNDER RING
03 HfLD 4" JOINT STRIPS AND FINISH BOTH EDGES $fTH /" YIELD STRIPS
..' ..

COA1PLCTC CONCRCTC C/UNNCL S//ALL CC CSTRUCTED Hf
3 / FOR/IS AND ALL CUT TI/C 691C/? 90' S//ALL DC T—LOCK LINCO. Tiff: "T" SI/ALL RUN CRT/CAL AN IN TI/C 4IANI/OLC s//ArT AND S//.4LL DR T,4CKCD A T 'rill- TC/7%1/NUS C TI/C T L OCK 03 SIDES AND ENDS OF THE BASE TO BE EITHER FORMED, SANDBAGGED

OR POURED AGAINST UNDISTURBED EARTH
MANHOLE SHEL kES TO BE SLOPED 1" PER FOOT TO CHANNEL.

ALL LATERAL INLETS SMALLER THAN 12" DIA SHALL HAkE PVC

GAS FLAPS INSTALLED IF LATERAL INLETS ARE PLACED AGAINST j1V
l/V CHANNa. . .. •- .. -. •. •. ..,. - .- •. ... •..

CRTE S/IELr4NDALL ,5LJTTh'E ZLW(R 9° C//4NNEL SI/ALL
/25 //PK/C4TEL7Nff ,VS,QMA'/O' SYcT&41 RAE,°RDVñD E&4L.

ERAL NOTES:
4 4

4. 4 4 4 \\
4 4 4
4 4 4

INVERT ELEVATION AS

SHOW ON PLANS
NEW 24"PVC SANITARY
SE'ER

TYPICAL SEWER TRENCH
SECTION 1
M2SC4LE ~25

1. THIS DETAIL IS INTENDED TO COMPLIMENT CA1O STD. DY/C NO. 5-1 AND TO BE USED IN CONJUNC17ON $TH JHA T DETAIL.
2 ACC'ESSHOLE DIAMETER SHALL BE 72 " OR 84" AS SHOHV ON PLANS -LOCK SE j -
25 R ACCESSH

NO SCALE
I
36" STEEL CASING
082503
" REDWOOD BOARDS
CUT FI8ERGLi
BOTTOM OF £

ML IL JOINT AS REO'D
BOND 4fTH APP'D RESIN
455
INS
:59 OR EOUAL,). TRIM GUIDE
AS REWIRED TO BE FLUSH VSfTH
CHANNEL WALL.

BUL AIL DSLO1
CASING DETAIL 4
NO SCALE 25
DETAIL 6 PROPOSED DIVERSION A.Hi4t23
~Z5~ NO SCALE 61. 7'RT i.. ,
(E SS/
C) rn
NO. 55381
* EXP. 12/31/00
OF
*
© 1998 O'Day Consultants, Inc. D' Z.
5 7 r:\JDBS\971032\9732WD25 10-13-98 12:3:15 pm ES1
MARKER AND VAL kE BOX TO

BE SET OUTSIDE OF GRADED
SHOULDER OF ROAD.

AGGREGA TE BASE AND

AC PA VEX NT PER
DWG 333-26

CAST IRON COVER RATED FOR TRAFFIC
C.4/. AND LABLED "WD. CP. TEST" C
///J
AND
VE BOX (BROOKS NO. 1-SP OR
CM WD. MARKER POST APPROVED EQUAL) TO BE ADJACENT
9 TO WHITE NO. 4 CONNECT/ON WTH
) fRE RUN AS SHORT AS POSSIBLE
JI I

WATER/RECYCLED WA TER

I MAIN IDENTIFICATION TAPE
at
;'. •L 6" MIN (fl'P)
8A/AX(TYP
Ci -SPR/NGLINE
f •f.• •. :/
BRAZE (CA D-KfLD)

TO PIPE
6A/IN
7 PIPELINE SHALL BE ASSEMBLED IN

TRENCH PRIOR TO BRAZING (CAD-WELD)
8 HIRE AND BONDED CONNECTIONS SHALL

BE PROTECTED DURING FIELD

MOTARING OF PIPE JOINTS

9. TER4/INA 1E ALL WIRES A MINIMUM

OF ONE FOOT ABOVE GROUND LEVEL

AND COIL EXCESS HIRE IN BOX
10 IN 14C/NITYOF VALVE BOX PLACE

WIRES AT SUFFICIENT DEPTH TO

PREVENT DAMAGE TO HIRES IF

VAL VE BOX SETTLES
It COPPER-COPPER SULFATE ELECTRODE
INSTALLED ONL Y Wi-/EN SPEC/F/CALL Y

REQUIRED PER PLANS TWO SUPPLIERS
ARE FARKfST CORROSION, GARDENIA,

CA, AND HARCO CATHODIC PROTECT/ON,
HUNTiNGTON BEACH, CA,
12 WIRE TYPE - IF UF HIRE IS NOT

A VAILABLE IN COLOR REOVIRED,

AL TERNA TES ARE TW OR THW

HAND PLACE A/A TERIAL

UP TO SPRINGLINE OF
PIPE
GENERAL NOTES:
1, ALL TEST CONNECTIONS ON STEEL

PIPE TO BE MADE A T EXPOSED FIELD
JOINTS
2 LEAD WiRES SHALL BE 5 FT DEEP

THROUGH ROAD SHOULDER
J. VALVE BOX SHALL BE LOCATED

WITH THE BACK OF THE VAL VE BOX ON

THE PROPERTY LINE (IN STREET

RIGHT OF WAY) EXEPT AS OTHER-

WISE DIRECTED BY ENGINEER
LEAD WiRES IN VALVE BOX SHALL

BE ORIENTED IN THE SAME RELATIVE

POSIT/ON AS THE CONNECTION TO

THE PIPELINE SYSTEM

ALL E T LEADS SHALL BE COLOR
CODED AS FOLLOWS':

NO. 4 WIRE SHALL BE WHITE
NO. 12 WIRE SHALL BE YELLOW

BLACK & GREEN (YELLOW &

HI-/ITE SHALL AL WA YS BE PLACED

ON THE NORTH AND EAST SIDE)
NO. 10 WIRE SHALL BE RED.

PIPE SHALL BE CLEANED TO BARE
METAL PRIOR TO BRAZING (CAD- IWLD).

OF LEAD WiRES TO PIPE CYLINDER

TYPICAL WATER/RECYCLED WATER
TRENCH SECTION 7
NO SCALE 26
NO 10 UF WRE , RED I L..---- --No 12 UF SOLID !+7RE, YELLOW (FOR USE WiTH I
C-CSO 4) I
I
NO, 4 UF STRANDED WiRE, WHITE

SUPPLIED BY

N MANUFACTURER
S.-
N
_I I ll
$ I

I ONE PIPE

I LENGTH I
J ,t
NOES:
1, BACKFILL IN TRENCH SHALL BE COMPACTED TO A RELATIVE
COMPACTION OF 953v
2 SEE SPECIFICA TIONS FOR PLACEMENT OF BACKFILL IN PIPE ZONE END '1EW J'JaJL

C TEST STATION
NO SCALE a
2'- 0" WIN TRENCH
WiDTH
TRENCH
KWTH
2 16 fA CE & EACH SIDE OF PIPE
2 16 FACE.,& EACH SIDE OF PIPE
082503
iIMIIIIII

EACH FACE TOP & BOTTOA/
_g.
1 '.' .-. S ' -
S'
'D
--..

T . -'
23¼"00x 16,/IDx 1" THICK STEEL

RING PLA TE AEZD ALL AROUND THE PIPE
/ ff6 EACH FACE , TOP & BOTTOM
*1
ER MA 167'POTA 17
J1/ODx24 7/ 8 "IDx 1" THICK STEEL

RING PLA TE AELD ALL AROUND THE PIPE
ED

CONCRETE
?
- - -
- 'D • "
. 'S •
- - I'. *
0/ a a a a •
NOTE

PLACE ALL CONCRETE AGAINST UNDISTURBED
GROUND IN TRENCH BOTTOM AND 5/DES

AND THE PIPE TO BE RESTRAINED NOTE

PLACE ALL CONCRETE AGAINST UNDISTURBED

GROUND IN TRENCH BOTTOM AND SIDES

AND THE PIPE TO BE RESTRAINED
ACH F
Fil
c:i 4 "OCEACHFACE PLAN
PLAN bJ

FACE CH SIDE OF PIPE
A I L (,9
~~2V NO SCALE
IL (70 ANCHOR BLOC
26) NO SCALE
ESS,
rn

NO. 55381 '
* EXP. 12/31/00 *
vHOQF VI
© 1998 O'Day Consultants, Inc.

D OW 26 10
F:\JDBS\971032\9732\/D26 10-13-98 12:24:46 pm EST
-
2 CL CANNON ROAD 6'-8" (R)
5'-7" (16" w)
J'-1/2" (8" K') 1'_ 2' 1-J,/ 2"(RK)
EXPANSION = 8
(+4': -4')
J R R
Y2.
1'- 5(16" W)
2'-8/ 4 "(8" w) DIP
'ER 8': 16 "OR 24" FL EXTEND, DOUBLE

BALL, SEISMIC EXPANSION ASSEMBLY
.V2 (15" w)
2'-8 4 "(8" W)
2" A. VA. KI-/ERE SHOW

ON PLANS PER CA/KV
0KV W-Z MODIFIED PER
DETAIL 8"D./P.

WA TER
NOTE: SEE DWG 333-26 FOR

PIPE SUPPORT DETAILS &
SECTION 13-13 L OCA TIONS

AGUA HEDIONDA BRIDGE

NO SCALE

POUR CONCR

AGAINST UN-

DISTURBED S
1 ,7V rLI11vu1 /VV
W1 RESTRAINED
JOINTS
(IN
,,)/'TI VLI

BEDDING
.1 L 6" UIN
/
-f

HORIZONTAL BENDS TEES AND DEAD ENDS SECTION A-A

HORIZONTAL BENDS & TEES
PIPE INSTALLATION (8" & 16" WATER & 24" RECYCLED WATER) AT AGUA HEDIONDA BRIDGE ABUTMENTS 12
NO SCAlE
27 READED 90'
2-16 REINFORCING RODS
SHAPE TO FIT COAT w/
20 MIL S il/N OF PITTC'HEA/

TARSET EXTEND CONCRETE

TO COVER RODS
082503
CLASS "8'
CONCRETE OUTLET ASSE/i
PER CA/KV Sfl
NOTE

PIPE SLJPPCWT DETAILS ARE FOR

REFERENCE (AVL Y ENGINEER CT
IfVRK FOR THIS PROLECT IS
NOT RE.9'CW98LE F64' THE DESIGN

VERTICAL BENDS

CONCRETE THRUST
BLOCK (CLASS '8"

CONCRETE)
16" DIA. POTABLE WA TER LINE (RIGHT SIDE)
24" DM. RECYCLED WA TER LINE (LEFT SIDE)

THRUST BLOCK TABLE
I.D.

INCHES
TEST
PSI
22 1/ 2
HOR. VER.

Li x L2 C.Y.

HOR.

Li x
45'
L2
VER.

C.Y.

HOR.

Li x
90'
L2
VER.

C.Y.

DEAD END &
HOR.

Li x L2
TEE
VER.

C.Y.
8 250 35 22 1.5 4.9 31 28 65 4.1 4.0 5.4 35 4.0
12 250 5.2 3.3 5.1 73 4.7 95 9.6 62 134 81 53 134
16 250 5.9 4,4 9.1 9.8 5.2 16.8 129 82 238 11.0 69 238
24 250 1 10.3 5.5 20.5 1 14.6 9.3 J79119.5 12.2 53.5 15.5 103 53.6 NOTE ITEMS 5,8 & 9
REFER TO CA/H7
STD. DWG W-7
8': 15" OR 24" 0,/P

PER PLANS

GAL V STEEL STRAP
ALL OW PIPE FRE5
TO SLIDE x 8" NEOPRENE STRIP COAT TOP -

W/ GREASE BOND TO CONCRETE COVER
W1 10" 15 GAGE GAL V SHEET METAL
FORMED TO FIT OUTSIDE DIA. OF PIPE
½ "DIA BOL T TOT 2 EA SUPPORT

W/ GAL VAMZED STEEL NUT
& WASHER
4"TYP
r
2 - 14

EA SIDE GN-
NOTE: THIS THRUST BLOCK INFO/WA T/ON IS INTENDED TO CO/Ø'PL EA/ENT C4149 STD. DWC. No. W- 15 AND TO BE USED IN CONJUNCT/ON $ITH THAT STANDARD
MODIFIED A.V.A. DETAIL

NO SCALE
Fj~

THRUST BLOCK DETAILS

NO SCALE
2 - 14- ) RADIUS TO A/A TCH
CD. OF PIPE
NOTE: 1. ALL METALS TO BE GAL VAMZED AFTER FABRICA TION 2 FOR OTHER DETAILS NOT SHOW, SEE DRA K7N6 J3i-2G
3 PIPE SUPPORTS TO BE CONSTRUCTED HORIZONTAL PIPE SUPPORT DETAILS PER 0KV 333-20

NO SCALE
(WATER ND RECLAIMED WATER)
i0sst
NO. 55381 ) * EXP. 12/31/00 *
© 1998 O'Day Consultants, Inc. 73)'.. Z04 B t
F:\J0BS\971032\9732WD27 10-13-98 12:26:05 pm EST
14'—O"

ELECTRIC SERVICE METER
PEDESTAL, SEE DETAIL \EET 29 HCL 490 HGL 375

LOCATE LIGHT SWITCH AND

AND BLOWER TIMER SWITCH
WITHIN 1.5 FEET OF HATCH

OPENING
,- PROVIDE AND INSTALL 3/4" CRUSHED ROCK, MINIMUM
/ DEPTH OF 4 INCHES, 4 FEET AROUND THE PROPOSED
/ PRESSURE REDUCING STATION IMPROVEMENTS. FINISH
/ GRADE OF CRUSHED ROCK TO MATCH GRADES OF
SURROUNDING IMPROVEMENTS.
,- EL. 40±
-..

H HATCH OPENING
I__I
O.C.
31-3)0 UiIVI1t'in - Ii NAa'OiNiU, Iii.

TOP O F PIPE
INN - iMiIII -_ :mII1
0 38
2 . " STEEL WATER,
SEE SHEET 21
21 1 23 FOR CONTINUATION 35 33
to
1IW
0 • —
I
-
II
_~TELEMETRY ENCLOSURE,
SEE NOTES SHEET 29
WI h P i1
. ii
ME
ii•
j
_ _
J
11 :
'. ,•
- , , -
=i =
I4
ii
•
•
I • • I • - -
I .
•
I• •

TOP OF PIPE
EL. 32.0'
18" PVC STORM DRAIN,
SEE SHEET 21 FOR CONTINUATION

PRESSURE REDUCING STATION PLAN

MATERIALS LIST
NO. OTY.
1 EA. 16" X 12" X 6" FABRICATED 10 GA. STEEL COMBINATION

TEE, BEND,AND SPOOLS WITH THRUST COLLARS PER
DRAWING, WELDED JOINTS, CLASS 150 FLANGES.
4 EA. 3" X 3/8" STEEL ANCHOR PLATE WELDED TO OUTSIDE OF PIPE.
4 EA. SLIP ON/WELD ON FLANGE, CLASS 150, SIZE PER
DRAWING.
2 EA. 12" GATE VALVES, AMERICAN FLOW CONTROL SERIES 500, CLASS 150 FLANGES, WITH HAND WHEEL.
2 EA. 12" FLANGE X VICTAULIC STEEL SPOOL, 10 GA., MORTAR LINED, CLASS 150 FLANGES.
4 EA. PRESSURE GAUGE - ASHCROFT - 3 1/2" - 1009A 1 / 4 PER GAUGE DETAIL.
3 EA. STYLE 77 VICTAULIC COUPLING, SIZE PER DRAWING.
1 EA. 12" PRESSURE REDUCING AND PRESSURE SUSTAINING
VALVE, CLA VAL MODEL 92—G-01 BCKC, D.I. BODY, S.S.

TRIM, CLASS 150 FLANGES, EPDXY COATED INTERIOR AND
EXTERIOR, WITH X117C VALVE POSITION TRANSMITTER,
CRD 30-300 SPRING RANGE, CRL 20-200 RANGE.
1 EA. 12" STEEL FLANGED SPOOL. CLASS 150 FLANGES, 10
GA. STEEL WITH MORTAR LINING.
1 EA. 12" X 12" X 8" FABRICATED 10 GA. STEEL TEE MORTAR LINED WITH CLASS 150 FLANGES.
1 EA. 16" X 16" X 6" AND 16" X 12" PREFABRICATED 10 GA.

STEEL COMBINATION TEE, REDUCER, AND SPOOLS, WITH

THRUST COLLARS PER DRAWING, WELDED JOINTS, CEME
MORTAR LINED AND COATED.
2 EA. 6" FLANGED GATE VALVES, AMERICAN FLOW CO
SERIES 500, CLASS 150 FLANGES, WITH H HEEL.
2 EA. 4" FLANGE X VICTAULIC STEEL SPOO GA., MORTAR
LINED, CLASS 150 FLANGE.
(13 1 EA. 4" CLA VAL PRESSURE REDUC ND PRESSURE
SUSTAINING VALVE MODEL —01 BCKC, D.I. BODY,
S.S. TRIM, CLASS 150 GES, EPDXY COATED
INTERIOR AND EXTE , WITH X117C VALVE POSITION
TRANSMITTER, CR —300 SPRING RANGE, CRL 20-200
RANGE.
2 EA. 4" X 6" S FLANGED REDUCER, CLASS 150 FLANGES,
10 GA. STEEL WITH MORTAR LINING.
1 EA. 8" GATE VALVE, AMERICAN FLOW CONTROL SERIES 500,
CLASS 150 FLANGES, WITH HAND WHEEL.
1 EA. 8" PRESSURE RELIEF VALVE, CLA VAL MODEL 50—A-01
BSKC, D.I. BODY, S.S. TRIM, CLASS 150 FLANGES,
EPDXY COATED INTERIOR AND EXTERIOR, CRL 20-200 PSI
RANGE.

GENERAL NOTES
SCALE: 1/2" = 1'-0"
NO. QTY. NO. QTY.
2 EA. 8" FLANGE X VICTAULIC STEEL SPOOL, 10 GA., MORTAR --- T USED LINED, CLASS 150 FLANGES.

A. 6" 10 GA. STEEL VENT PIPE, PRI PAINT ABOVE
8" PRESSURE RELIEF DISCHARGE LINE, FABRICATED, 10 GROUND.

CA. STEEL MORTAR LINED AND PORTION MORTAR COATED, 2 EA. 6" STEEL INTAKE AIR CAP AND PIPE, AL A TO DISCHARGE BASIN. FOUNDRY, MODEL NO. A-2163, GALVANIZED PRIME AND PAINT.
1 EA. SUMP PUMP "LITTLE GIANT" 1/4 HP AUTOMATIC, MODEL
6—CIA. IS 8 EA. ADJUSTABLE GALVANIZED PIPE SUPPORT, FEE AND MA FIGURE 291, (SIZE AS REQUIRED). INSTALL FOUR P1
1/2" COPPER TUBING TYPE K (HARD) WITH PRO VE SUPPORTS FOR EACH PIPE RUN. DRILL 1/4" WEEP HOLES WRAPPING. IN PIPE SUPPORTS TO DRAIN WATER/MOISTURE.
1 EA. FANTECH MODEL FR150 PLASTIC CENTR IN—LINE
DUCT FAN, GRAINGER PART NO. 5C CONTRACTOR TO
PROVIDE MOUNTING BRACKETS AN PORTS AS NEEDED.
2 EA. 6" PVC VENT PIPE AND 90 EE BEND.
2 EA. 6" PVC X STEEL AD

NOT USED
1 EA. PRECAST ETE VAULT WITH INTEGRAL SUMP. SLOPE
VAULT R 2 PERCENT TOWARD SUMP. DESIGN FOR

PA LOADING INCLUDING REINFORCED CONCRETE
I COLLAR WALLS (PER DRAWING).
( 1 GALVANIZED STEEL LADDER (ALHAMBRA MODEL NO. A NOTA PART — 3400).
1 EA. BILCO LADDER—UP SAFETY POST.
1 EA. 72" X 72" CHANNEL FRAME DOUBLE LEAF ALUMINUM HATCH FOR PARKWAY LOADING, BILCO OR EQUAL. RUN HATCH
DRAIN TUBE TO SUMP.
1 EA. BLOWER TIMER.
082503

ALL WORK SHALL CONFORM TO THE PLANS AND SPECIFICATIONS OF THE CARLSBAD

MUNICIPAL WATER DISTRICT
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 PRECAST 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.

FORCING STEEL SHALL BE ON VAULT SIDE OF THRUST COLLARS.

ALL SSORY PIPING, TUBING, CONDUIT AND OTHER COMPONENTS SHALL BE PROVIDED WITH S LE MOUNTING CLIPS OR BRACKETS WITH ANCHOR BOLTS OF A SUITABLE TYPE.

CLOSE ALL HASES IN VAULT WALLS WITH GROUT. ALL WALL SURFACES SHALL BE FINISHED SMOO D EVEN.

APPROVED
"AS—BUILT" DRAWINGS
t:i
W.E. 1 \\FILE SERVER\FS\DWG\534001 \KRPRS—M 1 .DWG 08-31-98 16:08:45 () 1 EA. SWITCH. III District Engineer: DATE
2 EA. SALDA NO. 460-2. 100 W LAMP HOLDER, WALL MOUNTED. CARLSBAD MUNICIPAL WATER DISTRICT 2 EA. DUPLEX OUTLETS.
1 EA. 36" DIAMETER PRE—CAST CONCRETE RINGS.

ENGINEERING DEPARTMENT 30
Sheets
1 EA. 36" DIAMETER GALVANIZED STEEL GRATE, ALHAMBRA CANNON ROAD WATER AND RECYCLED WATER TRANSMISSION MAINS FOUNDRY, MODEL NO. A-1558-36. REACHES SAH 1 & 2 SOUTH AGUA HEDIONDA INTERCEPTOR SEWER (92-406)

PLANS PREPARED BY
DESIGNED BY: A.0. DATE: APRIL 1998 -

DISTRICT APPROVED CHANGES BENCH MARK PRESSURE REDUCING STATION DRAWN BY: R.L.K. SCALE: AS SHOWN NO. Description Approved Date Description:NOS/NGS BRASS CAP, INSIDE A 4 IN. PLASTIC SCREW CAP ____________________________________________ __________ _______ FLUSH WITH GROUND.

C.5 WILSON ENGINEERING
PROJECT MGR.: A.0. JOB NO.:97 - 1032 _______________________________________ Location: 4.0 MILES NORTH ALONG THE A.T.S.F. RAILROAD, 500 FT. NORTH 28176 4015 CONSULTING ENGINEERS
- OF THE PALOMAR AIRPORT ROAD OVERPASS, 14.1 FT. EAST OF THE RAIL, ________________________________________________________ Date ________________ District E ngineer: WILLIAM E.

C:
3/31/99 * 703 PALOMAR AIRPORT ROAD, SUITE 300 ENGINEER OF WORK: _______________________________________ _________ ______ 1 . BELOW TRACKS, 0.5 . BELOW GROUND ACCESS.

REGISTRATION EXPIRES 3/31/02
jVjt\, -N- Drawn:
or ctot,- CARLSBAD, CA 92009 (760) 438-4422
Z /— -
Record From: SAN DIEGO NORTH COUNTYCONTROL BOOK, CONTROL POINT i CMWD PROJECT NOS.

DATE:/O— DESIGNATION T 1307. Checked:

I
ANDREW OVEN RCE: 41015 LI iLu1T SHIFT 4-21-99 Elevation: 46.668 Datum: M .S.L.

D OW OZ 6 dk
I (88-602) AND (92-406)
ASHCROFT 3 1/2 ----s
1009 A 1/4"

PRESSUR GAUGE
0-300 PSI DOWNSTREAM
0-300 PSI UPSTREAM
1/4" GAUGE COCK
126 1 X 1"/4" BRASS

BUSHING
1" CL 3000 STEEL

COUPLING
1" NIP X FIP

BALL CORP
(FORD FB 17
JONES j—,i4
'TI
--

CANNON ROAD

FROM PRESSURE

RELIEF VALVE PIPING PER PLAN

GAUGE DETAIL
NTS

DISCHARGE BASIN DETAIL
SCALE: 1/2" = 1'—O"

SERVICE METER PEDESTAL,

SEE DETAIL THIS SHEET
N /
/
/
7 )
II I \\ TELCO JUNCTION BOX
(8"x8"x6") ATTACH TO

SIDE OF PEDESTAL
0ER

SERVICE
PHASE 120/240 VAC
S ME—UG 125

SERVICE PEDESTAL
WITH 100 AMP MAIN
(CIRCUIT SCHEDULE

AS SHOWN)
/ ri I In
ir

WATERLINE, FOR
)N SEE SHEET 21
ui6nl.uuuu
f6 2" 6" ____
I
1 2" CONDUIT TO

TELCO SOURCE
PROVIDE A ALL 3/4" CRUSHED
ROCK, MINIMU INCHES, 4 FE ET

AROUND THE PRO PRESSURE
REDUCING STATION I MENTS.

FINISH GRADE OF CRUS CK TO

MATCH GRADES OF SURROU
IMPROVEMENTS 2" ELECTRIC CONDUIT

TO WATER VAULT
I
\ \ \ CONCRETE DISCHARGE BASIN

FOR PRESSURE RELIEF, SEE
I ' DETAiL THIS SHEET
\ \ I 8" PVC STORM DRAIN FOR,
" I CNTItUJAflQN SEE SHEET 21
\ I
\ L__ PRESSURE REDUCING STATION, SEE SHEEN2.

I \\-16 " STEEL WATERLINE, FOR
I
CONTINUATION SEE SHEET 21
2" PVC ELECTRIC—/

CONDUIT WITH PULL
ROPE TO SDG&E TRANS. 2" TELCO CONDUIT

TO WATER VAULT

SERVICE METER PEDESTAL DETAIL
NTS
CIRCUIT SCHEDULE:

CIRCUIT 1 20 AMP LIGHTS AND OUTLETS
CIRCUIT 2 20 AMP TIME CLOCK AND FAN

CIRCUIT
%hhh,
3 20 AMP SUMP PUMP
CIRCUIT 4 20 AMP TELEMETRY EQUIPMENT
NOTE: TYPICAL FOR EXHAUST VENTS ALSO

AIR VENT PIPING DETAIL
SCALE: 1/2" = 1'—O" 825O3

PRESSURE REDUCING STATION SITE PLAN
SCALE: 1" = 10'
MODEM 340 LACES 325) I1D88OA
THIS IS A PR ABLE MODEM THAT CAN BE USED ON 2 WIRE (UP
TO 19.2K BPS) R WIRE (UP TO 9.6K BPS). THIS IS THE
MODEM TO BE USED REMOTE FIELD SITE.

MODEM 3400 (REPLACES 3 MD880C

THIS MODEM IS THE SAME AS BUT IS INSTALLED IN A RACK
IN THE CONTROL CENTER.

ELECTRICAL AND CONTROL EQUIPMENT NOTES
THE VAULT IS CLASSIFIED AS A WET, OUTDOOR LOCATION.

INSTALLATION AND MATERIALS SHALL MEET NECA AND NEC STANDARDS AND CODES.

CONTRACTOR SHALL SUBMIT CONTROL EQUIPMENT SCHEMATIC AND

WIRING DIAGRAM FOR REVIEW BY CARLSBAD MUNICIPAL WATER

DISTRICT BEFORE PURCHASE AND INSTALLATION OF ELECTRICAL AND TELEMETRY EQUIPMENT.

PROVIDE THE FOLLOWING 0P1022 TELEMETRY EQUIPMENT INSTALLED AND TESTED IN THE TELEMETRY FIELD ENCLOSURE:
1 - AC7A
1 - SNAPB12M
1 SNAP—PS5

NOTA PART
1 - SNAP—PS24
1 - SNAP - B3000
1 - OAC5 110 VAC OUTPUT MODULES
2 - IAC5 110 VAC INPUT MODULES
2 - AIV 0 TO 10 VDC INPUT MODULES

APPROVED
"AS-BUILT" DRAWINGS
MODEM HARDWARE AVAILABLE AT:

BLACK BOX CORP.

P.O. BOX 12800
PITTSBURGH, PA 15241
PHONE (412) 746-5500
FAX (800) 312-0746
CUSTOMER #103925184
CONTACT # 109544468

THE TELEMETRY EQUIPMENT ENCLOSURE SHALL BE A HOFFMAN
ENCLOSURE WITH BACK PANEL, 30" HIGH X 24" WIDE X 12" DEEP, NEMA 4X, OR EQUAL, WITH 12" HIGH MINIMUM MOUNTING LEGS.

INCLUDE A MINIMUM 6—HOUR UNINTERRUPTABLE POWER SUPPLY
SOURCE. THE UPS SHALL BE HOUSED IN THE TELEMETRY EQUIPMENT ENCLOSURE.

CONTRACTOR SHALL PROVIDE APPLICATION FOR SERVICE AND PAY ALL

FEES AND COSTS FOR INSTALLATION OF ELECTRIC PEDESTAL AND DEDICATED LEASED COMMUNICATION LINE.
a MUNICIPAL WATER DISTRICT
District Engineer DATE
re;e
ENGINEERING DEPARTMENT I 30
I Sheets

PRESSURE REDUCING STATV'
"

TA TABLE
UPSTREAM DOWNST 1 MINIMUM CONTINUOUS MAXIMUM CONTINUOUS

VALVE SIZE FLOW RATE, (PER FLOW RATE, (PER

HCL PRESSURE HIS RESSURE MANUFACTURER) GPM MANUFACTURER) GPM 12'
pIp, :_
MODEL 2—01 490 197 375 147 400 7,000
MODEL 92-01 490 375 147 50 800
8" RELIEF
MODEL 50-01 380 150 - - - 3,100*
OPT022 I/O HARDWARE AVAILABLE AT:

OPTO 22
CONTACT: LAURA JANIS
43044 BUSINESS PARK DRIVE
TEMECULA, CA 92590
PHONE (800) 452-6796
SURGE = 7,000 GPM

CANNON ROAD WATER AND RECYCLED WATER TRANSMISSION MAINS REACHES SAIl 1 & 2 SOUTH AGUA HEDIONDA INTERCEPTOR SEYIER (92-406)

PRESSURE REDUCING STATION

PLANS PREPARED BY

WILSON ENGINEERING

CONSULTING ENGINEERS
703 PALOMAR AIRPORT ROAD, SUITE 300
CARLSBAD, CA 92009 (760) 438-4422
DESIGNED BY: &O. DATE: APRIL 1998 -

DISTRICT APPROVED CHANGES
DRAWN BY: R.L.K. SCALE: AS SHOWN No. Description Approved PROJECT MGR.: A.O. JOB NO.: 97-1032
ENGINEER OF WORK:

DAM/0—t ?- I f
ANDREW OVEN RCE: 41015 4 DELT( 5//lET 4-2/,99 47 -
28176 /g
District Engineer: WILLIAM E. PLUMMER RCE Date
REGISTRATION EXPIRES 3/31/02
Drawn:

CMWD PROJECT NOS. Checked:
(88602) AND (92-406)

BENCH MARK
Date Description:NOS/NGS BRASS CAP, INSIDE A 4 IN. PLASTIC SCREW CAP FLUSH WITH GROUND.

Location: 4.0 MILES NORTH ALONG THE A.T.S.F. RAILROAD, 500 FT. NORTH OF THE PALOMAR AIRPORT ROAD OVERPASS, 14.1 F. EAST OF THE RAIL. 1 FT. BELOW TRACKS, 0,5 FT. BELOW GROUND ACCESS.

Record From: SAN DIEGO NORTH COUNTY CONTROL BOOK, CONTROL POINT DESIGNATION T 1307.
7Q. Ievation: 46.668 Datum: M.S.L.

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PROJECT

VICINITY

CONSTRUCTION PLANS
FOR

CANNON ROAD FORCE MAIN AND GRAVITY SEWER
RIVERSIDE ......i...-::..:_ --
SAN

ESCONDIDO
COUNTY
MEXICO

VICINITY MAP

NOT TO SCALE
SUBMITTED BY:

DANIEL BOYLE ENGINEERING, INC.

PROJECT MANAGER:

DANIEL G. SMITH R.C.E. 37682 DATE
(EXPIRES DECEMBER 31, 2004)
CCIP 35831)

CITY OF CARLSBAD

CARLSBAD, CALIFORNIA

CITY COUNCIL
CLAUDE A. "BUD" LEWIS - MAYOR
ANN J. KULCHIN - MAYOR PRO TEM

RAMONA FINNILA - COUNCIL MEMBER

MA TT HALL - COUNCIL MEMBER

JULIANNE NYGAARD - COUNCIL MEMBER
RAYMOND R. PATCHETT

CITY MANAGER
ROBERT J. GREANEY
LAGOON

PALOMAR

PROJECT

LOCATION

DEPUTY PUBLIC WORKS DIRECTOR FOR MAINTENANCE AND OPERATIONS

LOCATION MAP
SCALE: 1" • 2000'
WILLIAM E. PLUMMER

DEPUTY CITY ENGINEER FOR DESIGN
SEPTEMBER 2001
''RECORD DRAWING"
/d,LM.i. I: ~,. • - 9--:AS-dl
P.F:.2Bnr, ExP. ;s- "3L· o~ DATE
~ CITY OF CARLSBAD I SHEETS I 1----+---+--------------+----t----t--+-----l L_!_J ENGINEERING DEPARTMENT IQ 1---+--+--------------+----t----t--t----l
t-----+---+--------------+----t----t--+-----l SEWER FORCE MAIN AND GRAVITY SEWER PLANS FOR:

CANNON ROAD

TITLE SHEET
~ »ANIEL noYLE ENGINEERING, INc. RE;tJ.EaW.EV"']_ A~..)..l-..ZBit'UBBS r/4,fa/ ~t---:=:-----:-:Un-.d:-er-gr-ou--nd"7T"-CO-NT-RA-CT-OR-S-HA-LL-NO-TI-FY-, Civil Engineering Services ~ ~ tt/,0/03, t-----+----+--------------+--t----t----+-------l CITY ENGINEER PE 23889 EXPIRES 12 31 01 ✓DAfi:
~ Service Alert UNDERGROUND SERVICE ALERT A 3142 Vista Way, Suite 303 INSPECTOR DATE AS·/JUILT H/ OWN BY: MJR PROJECT NO. I 3DR9AW6IN_G N20.

Call: TOLL FREE MINIMUM OF 48 HOURS PRIOR TO O 92056 (7 ) 8710 DATE INITIAL DATE INITIAL DATE INITIAL '.; BEGINNING ANY CONSTRUCTION ceanside, CA 60 433- REVISION DESCRIPTION CHKD BY: oos 35831 "' 1-B00·227-ZIOO WORK. SEE GENERAL NOTES FNGINEER OF WORK OTHER APPROVAL CITY APPROVAL RV\JD BY: DGS SL~~~Jrw;ow~ORjKJ•~a;o•~v•L~~~~~~.L-----------------------------------------------------==--__!~~~~~==~~~~~~===~~~~~~~~~~~~~~~=~~~==;~~~~ T BEFORE YOU OIG FOR FURTHER INFORMATION.
015-106-03 D-542
r
<l
r
0 --' CL

STANDARD SYMBOLS
-- - --ct-- - ---
------w------
-----RW-----
---RW--- ---
--- ---s--- ---
------FM------
---FM---
--- - - -l/CTV- - -~ - --
--- - -· --F/0--- -- --
--- - ---G--- - ---
----· ---···--· HPG-- -· --
-------------
~--·~---,-·-------····-- - - ---- _____ ,, _______ -~ ··- •
e-----•
@-----o
.
--- - - ---[_:::}--- - - ---
c~~)

CENTERLINE

PROPOSED WATER LINE - SIZE AS INDICATED
EXISTING WATER LINE • SIZE AS INDICATED
PROPOSED RECLAIMED WATER LINE • SIZE AS INDICATED

EXISTING RECLAIMED WATER LINE - SIZE AS INDICATED

EXISTING GRAVITY SEWER LINE - SIZE AS INDICATED

PROPOSED SEWER FORCE MAIN - SIZE AS INDICATED
EXISTING SEWER FORCE MAIN • SIZE AS INDICATED

EXISTING STORM DRAIN - SIZE AS INDICATED

EXISTING POWER CABLE

EXISTING TELEPHONE CONDUIT
EXISTING UNDERGROUND T.V. CABLE

EXISTING UNDERGROUND TELEPHONE/CABLE TV CONDUITS

EXISTING UNDERGROUND FIBER OPTIC CABLE

EXISTING GAS LINE - SIZE AS INDICATED

EXISTING HIGH PRESSURE GAS LINE - SIZE AS INDICATED

EXISTING RIGHT-OF-WAY LINE

EXISTING CONCRETE CURB AND GUTTER
EXISTING EDGE OF PAVEMENT IE.P.I

PROPOSED GATE VALVE

EXISTING WATER VALVE

PROPOSED BUTTERFLY VALVE
EXISTING FIRE HYDRANT (F.H.I
EXISTING WATER METER IW.M.I - SINGLE
EXISTING WATER METER IW.M.I - DOUBLE

PROPOSED AIR RELEASE AND VACUUM RELIEF VALVE

EXISTING AIR RELEASE ANO VACUUM RELIEF VALVE

PROPOSED MANUAL AIR RELEASE VALVE

EXISTING MANUAL AIR RELEASE VALVE

PROPOSED BLOWOFF ASSEMBLY

EXISTING BLOWOFF ASSEMBLY

PROPOSED CATHODIC PROTECTION TEST STATION

EXISTING CATHODIC PROTECTION TEST STATION
EXISTING CATCH BASIN (C.B.I
EXISTING MANHOLE (M.H.I

EXISTING ELECTRICAL OR TELEPHONE VAULT

EXISTING FENCE
EXISTING TREE ~~
r·(:}·1 L.:_J EXISTING MEDIAN PLANTER
ffi DENOTES DETAIL NUMBER

W--------DENOTES SHEET NUMBER

PUBLIC AGENCIES AND UTILITIES

UNDERGROUND SERVICE ALERT

CARLSBAD MUNICIPAL WATER DISTRICT

CITY OF CARLSBAD

ADELPHIA COMMUNICATIONS

PACIFIC BELL
SAN DIEGO GAS 8 ELECTRIC
18001 227 -2600
1760) 438-3367
1760) 438-3367
1760) 438-7741
16191 574-2066
18581 636-5716

BENCH MARK
DESCRIPTION: NOS/NGS BRASS CAP INSIDE A 4" PLASTIC SCREW CAP SET FLUSH WITH GR·OUND LOCATION: 4.0 MILES NORTH ALONG THE ATSF RAILROAD, 500 FT. NORTH OF PALOMAR AIRPORT ROAD OVERPASS, 14.1 FT. EAST OF EAST RAIL, 1.0 FT. BELOW TRACKS, 0.5 FT. BELOW GROUND ACCESS RECORD FROM: SAN DIEGO NORTH COUNTY CONTROL BOOK, CONTROL POINT Tl307 ELEVATION: 46.668

DATUM, MSL

BASIS OF BEARINGS

THE BASIS OF BEARINGS FOR THIS PLAN IS A PORTION OF THE CENTERLINE OF CAR COUNTRY DRIVE AS SHOWN ON MAP NO. 12242, I.E. N67°30'37"E, IN ACCORDANCE WITH AH
AWWA
BC
eve
CIP
CMWD
DIA.

DWG.

E
EC
EVC
8B
HDPE
HORIZ.

INV.

LF
MIN.

N
NO.

O.D.

PT.

PVC
PVI
RCE
RT.

RW
s
SD
SDR
ST.

STA.

T/CTV
TYP.
vc
VERT.
w
't.
4 ABBREVIATIONS

ACCESSHOLE

AMERICAN WATER WORKS ASSOCIATION

BEGIN CURVE
BE<llN VERTICAL CURVE

CAPITAL IMPROVEMENT PROJECT

CARLSBAD MUNICIPAL WATER DISTRICT

DIAMETER

DRAWING
EAST

END CURVE

END VERTICAL CURVE
<!RADE BREAK

HIGH DENSITY POLYETHYLENE IPIPEI

HORIZONTAL
INVERT

LINEAR FOOT

MINIMUM
NORTH
NUMBER

OUTSIDE DIAMETER
POINT

POLYVINYL CHLORIDE IPIPE)

POINT OF VERTICAL INTERSECT

REGISTERED CIVIL ENGINEER
RIGHT

RECYCLED WATER

SOUTH, SLOPE

STORM DRAIN

STANDARD DIMENSION RATIO
STREET

STATION

TELEPHONE/ CABLE TV CONDUIT

TYPICAL

VERTICAL CURVE

VERTICAL

WEST, WATER

CENTERLINE
ANGLE

CMWD GENERAL NOTES
I. 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.

2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING CMWD LINES, A PERMIT

SHALL BE OBTAINED FROM THE CMWD OFFICE AND MUST BE SIGNED AND APPROVED BY THE DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT.

3. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT-OF-WAY, A CITY RIGHT-OF-WAY PERMIT SHALL BE REQUIRED.

4. THE CONTRACTOR SHALL VERIFY THE HORIZONTAL ANO VERTICAL LOCATION OF EXISTING UTILITIES CROSSING AND WITHIN FIVE 15) FEET PARALLEL TO THE PROPOSED FACILITIES BY POTHOLING PRIOR TO SHOP DRAWING SUBMITTAL.

5. TRENCH PLATES SHALL BE SET FLUSH (VIA GRINDIN<ll WITH EXISTING AC PAVEMENT FOR CROSSINGS PERPENDICULAR TO TRAFFIC FLOW.

2. 3.

4. CMWD SEWER NOTES

ALL SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED AND TESTED IN ACCORDANCE WITH THE •CARLSBAD MUNICIPAL WATER DISTRICT'S SEWER SYSTEM - DESIGN CRITERIA, STANDARD DRAWINGS AND SPECIFICATIONS•, LATEST EDITION, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION (GREEN BOOKI.

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.

NEW SEWER MAINS AND SYSTEMS SHALL REMAIN PLUGGED AND/OR DISCONNECTED UNTIL THE DISTRICT AUTHORIZES ITS USE.

CONTRACTOR SHALL PROVIDE THRUST RESTRAINT FOR THE PIPE ENDS DURING TESTING.

THE THRUST RESTRAINT SHALL BE REMOVED AFTER SUCCESSFUL TESTING OF THE LINE AND END CAPS INSTALLED AT EACH END.

THE DISTRICT SHALL PROVIDE CONSTRUCTION STAKING FOR THE PIPELINE.

6. THE RECOMMENDATIONS GIVEN IN THE GEOTECHNICAL REPORT FOR EXCAVATION AND TRENCH WALL •LAYBACK• SHALL GOVERN INSOFAR AS THEY DO NOT CONFLICT WITH CMWD STANDARDS OR INFORMATION AS SHOWN ON THESE PLANS.

7. PRIOR TO ACCEPTANCE OF ANY SEWER LINE BY THE DISTRICT, ALL LINES SHALL BE FLUSHED CLEAN USING •WAYNE BALL" METHOD AND MANDREL TESTED.

8. PRIOR TO ACCEPTANCE, ALL MAINS SHALL BE VHS VIDEOTAPED AND VOICE DESCRIPTION OF LATERAL DISTANCES AND ANY PROBLEMS AND A HARD COPY OF SAME. A COPY OF THE TAPE AND WRITTEN FINDINGS SHALL BE DELIVERED TO CMWD.

R/W
I
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R/W
I
SHEET
NO.
2 3
4 5A
6 7"
81 9
1011.

SHEET INDEX

DESCRIPTION

TITLE SHEET

STANDARD SYMBOLS AND ABBREVIATIONS, BASIS OF BEARINGS, PUBLIC AGENCIES ANO UTILITIES,

GENERAL NOTES, SHEET INDEX AND STREET SECTIONS
PLAN AND PROFILE . 14" I.D. SEWER FORCE MAIN . STA.

PLAN AND PROFILE - 14" I.D. SEWER FORCE MAIN . STA.

PLAN AND PROFILE . 12· SANITARY SEWER MAIN - STA.

PLAN AND PROFILE . 12· SANITARY SEWER MAIN . STA.

MISCELLANEOUS SEWER FORCE MAIN DETAILS

MISCELLANEOUS SANITARY SEWER MAIN DETAILS
't.
51'
41' I
' 26'
'
{MEDIAN
"
,, , I
I
I3+85.00 TO STA. l9+00.00
l9+00.00 TO STA. 28+00.00
28+00.00 TO STA. 36+89.33
50+00.00 TO STA. 59+45.04
59+45.04 TO STA. 70+41.73
70+41.73 TO STA. 75+40.09
41'
51'
(

AC PAVEMENT

AND BASE
~ I I I "
"
L---+' -+' ____ __, I :

I I
I I
: 0-t-14• I.D. HOPE
L_J SEWER FORCE
MAIN
SECTION AT ST. ST A.

VARIES
41'
26'
SCALES
HORIZONTAL, 1• • 10'
VERTICAL: I" • 4'
I
16'
'
r MEDIAN
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SEWER FORCE ·'( 12" PVC GRAVITY

MAIN SEWER
, "
71+00.00
41'
I
1 AC PAVEMENT

AND BASE
" "
SECTION AT ST. STA. 90+00.00
SCALES
HORIZONTAL: 1• • 10'
VERTICAL: I" • 4'
R/W
I
I
I

CURB AND
GUTTER
R/W
I
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CURB AND
GUTTER
l---+--+--------------if----t--+---t----1 I sH2EET I CITY oF CARLSBAD ~o II Dt:'/'/'ID'D D,1D It I• 1/'NL! 11
f\"CI..~, 1\HTV/1 0 SEWER FORCE MAIN AND GRAVITY SEWER PLANS FOR:
:====--'====E::N:::G=IN:::E:::E:::Rl::NG:::::D:::E=P=AR=TM=:::E=N=T =='--'L!Q_j==~ WITH IMPROVEMENTS ON CITY OF CARLSBAD DWG. NO. 333-2G. . ~•-',.We •/rY/_ 9.;:#./U CANNON ROAD ~~~ "'" c.~ ..,t::¼ ·- -~ - STANDARD SYMBOLS AND ABBREVIATIONS, BENCH MARK ~ P.E..... fl,1r,. EXP.~- J/•nr. DATE <;)nnOf[SSt~ BASIS OF BEARINGS, PUBLIC AGENCIES AND UTILITIES, 0 -~ __ ,__ - -- - ,~ GENERAL NOTES, SHEET INDEX AND STREET SECTIONS ~ ,.

I ~
V, DI Al "/1.TJ'P'L BOVTE E'"ll.7:G'J'"II.TP'E'R'J'"/1.7:G, L'"/1.7:c. R•" __ -'EiWKD' ,....,._ APPROVED LLOYD B. HUBBS ~ ~l'f.1.£,. .1..1.J l'fl .l.l'f.l!," .l.l'fl ' l'fl • r·,, :, , ' '-' No. 2 ~ ,Hb-%,; ,":~ ~- 9-2~•(2I ~ 1---. --"'u"'n-d-:-e-r-gr_o_u_n-:d-,--oo_N_T_RA-O-TO_R_S_H-AL_L_N_O_TI-FY--, Civil Engineering Services V 14_ ,/,o/{)~ ~. .... 12/31/04 ... r;,, CITY ENGINEER PE 23889 EXPIRES 12/31 /01 DATE ~ ~ ~~~~~~1:i ~rf~::~~yig!~i:~~;~:~~ Ocea!~~:, v~:t~2;5i' (;~~)e 4;f !8710 INSPECTOR DA TE ~~ i:~~ t==□ A=TE==j=,N=,r=,A=L=t11as:,:::,11~~~-:::-"~R~~~:~~rS=I O=N==D==E=S=C=R=IP=T=l=O=N========:jt=□=A=T[=:j=,=Nl=T,=AL=]Y.~-~D"Ai,5-T'«J~E ~i!IN~ITilA~L~ ~~~;~t:;::D~:~iB;::'.\:::' '=;~~~~~::::;'";:I===p 3::'.R0':::5:::E=B==r3=N1=.==::;I;:s==R;g==w==6:::~;::N=2~- ~ l~~~~~•~w~o ~w~~~-,~·•Qo~A~E.Jlw~o~R~K~-~S~EE~~~NE~R~A~L ~NO~T;Es~l-----------------------------------------------------------------------~==---~E~N;Gl~NE~E~R~O~F~W~O~R;K~===~~~=~~~=~====~o~~~E~R~A~P~P;RO~V~A~L ~C~IT~Y=A~P;P~RO~V~A~L ~~~~~~~::'.:~::~~~~~==~~~=~~J '.,_ BEFORE YOU DIG FOR FURTHER INFORMATION, .

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EXISTING 14" DI FORCE MAINS/
PER CITY OF CARLSBAD DWG.

NO. 333-2GD
NOTES:
10 II 12
I. ALL STORM DRAIN IMPROVEMENT INFORMATION SHOWN HEREON PER CITY OF CARLSBAD DWG. NO. 333-20, UNLESS OTHERWISE NOTED.

2. ALL STREET IMPROVEMENT INFORMATION ALONG CANNON ROAD SHOWN HEREON PER CITY OF CARLSBAD DWG. NO. 333-20, UNLESS OTHERWISE NOTED.

3. ALL WATER AND RECYCLED WATER IMPROVEMENT INFORMATION SHOWN BETWEEN STREET CENTERLINE STA. 69+84.06 AND STA. 73+88.00 IS PER CITY OF CARLSBAD DWG. NO. 333-2GD AND BETWEEN STA. 73+88.00 AND STA. 99+20.98 IS PER CITY OF CARLSBAD DWG. NO. 333-2GE, UNLESS OTHERWISE NOTED.
~t--=--=~----~----------, ~ Underground
DANIEL BOYLE ENGINEERING, INC.

Civil Engineering Services
3142 Vista Way, Suite 303
Oceanside, CA 92056 (760) 433-8710
;! - • Service Alert
i Call: TOLL FREE
c; I 1-800-227-2800
0 TWO WORKING DAYS
,,... BEFORE YOU DIG I

CONTRACTOR SHALL NOTIFY

UNDERGROUND SERVICE ALERT A
MINIMUM OF 48 HOURS PRIOR TO

BEGINNING ANY CONSTRUCTION
WORK. SEE GENERAL NOTES
FOR FURTHER INFORMATION.
13 14
EXISTING 48" STORM DRAIN PER
CITY OF CARLSBAD DWG. NO.
377-3C
"HcCORb ORIJWIVG"
da1. t: Sf¼,,, ... _
P.r -i tnr, ExP. 3-31- pf,, DATE
.J/.10 /rrz..,

INSPECTOR DATE
SCALES
HORIZ:

VERT:
1"=40'
1"=8'
16 ROAD
17 18 19
SCALE: I" • 40'
1----1-----+-------------+---+----t----+---1 I sH3EET I CITY OF CARLSBAD ~o ENGINEERING DEPARTMENT LJQ_j
;:=='...'::::=========::::....::=~ SEWER FORCE MAIN AND GRAVITY SEWER PLANS FOR:

CANNON ROAD

PLAN AND PROFILE
14• I.D. SEWER FORCE MAIN
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21 22
llli ST. STA. 83+41.40
STA. 23+36.27 BC
IG: ST. STA. Bt+l8.99 IEC
STA. 21+13.815 EC
24" RECYCLED WATER MAIN PER
CITY OF CARLSBAD DWO. NO. 333-2GE
16" DOMESTIC WATER MAIN PER
CITY OF CARLSBAD DWG. NO. 333-20E
23 IBC
SCALES
HORIZ: l":40'
VERT: 1"=8'
25 CONSTRUCT 14" 1.0. /1\

SEWER FORCE
B
MAIN \..V
SEE SHEET 71-FOR CONSTRUCTION

OF SANITARY SEWER MAIN

CANNON ROAD
''RECORD DRAW/Ne"
#JI,.;. (: ~ •...

P.E '2.fQ(i EXP. 3')/• Qt. DATE
26 27
8 g
t
16 28
z
SCALE: I" • 40'
NOTES:

I. ALL STORM DRAIN IMPROVEMENT INFORMATION SHOWN HEREON PER CITY OF CARLSBAD DWG. NO. 333-20, UNLESS OTHERWISE NOTED.

2. ALL STREET IMPROVEMENT INFORMATION ALONG CANNON ROAD SHOWN HEREON PER CITY OF CARLSBAD DWO. NO. 333-20, UNLESS OTHERWISE NOTED.

3. ALL WATER AND RECYCLED WATER IMPROVEMENT INFORMATION SHOWN BETWEEN STREET CENTERLINE STA. 69+84.06 AND STA. 73+88.00 IS NO.
0 0
B
PER CITY OF CARLSBAD DWG. NO. 333-20D AND BETWEEN STA. 73+88.00 AND STA. 99•20.98 IS PER CITY OF CARLSBAD DWG. NO. 333-2GE, UNLESS OTHERWISE NOTED.

CURVE DATA

R L T DESCRIPTION
47•22'44" 1400.00' 1157.68' 614,25' STREET ct,
46°26'51" 1374.00' 1113.85' 5B9.57' 14" 1.0. SFM
44•22'32" 1400.00' 1084.30' 570.98' STREET ct,
44"22'32" 1426.00' 1104.44' 5B1.59' 14" I.D. SFM
l---f------+-----------+----+---l-----+---l I sH4EET I CITY oF cARISBAD ~o ENGINEERING DEPARTMENT L!Q_j ;::::::='....:::::========::::::'....':::===: SEWER FORCE MAIN AND GRAVITY SEWER PLANS FOR:

CANNON ROAD

PLAN AND PROFILE
14" I.D. SEWER FORCE MAIN
STA. 19+00.00 TO STA. 28+00.00
APPROVED LLOYD B. HUBBS
:;, 1------,,--,------,-,-----------,
" • Underground CONTRACTOR SHALL NOTIFY

DANIEL BOYLE ENGINEERING, INC
Civil Engineering Services
3142 Vista Way, Suite 303
Oceanside, CA 92056 (760) 433-8710
REVIEW~
tOa. / _j_/t,/o~ , ✓:t/2?"4r' ~ 2-4 .. 9•'Z$-tJ/
;? ~ Service Alert UNDERGROUND SERVICE ALERT A
:g Call: TOLL FREE MINIMUM OF 48 HOURS PRIOR TO
;; 1-800-227-2IIO0 BEGINNING ANY CONSTRUCTION
WORK. SEE GENERAL NOTES
~ T~w:~~ g~YS FOR FURTHER INFORMATION. IL.___;;;;;;_ __ ::;:.;;::;:;_:.::::.;:;::_.,L. _____ ,;.__;.._...,_ ______________________________________________________________________________________ ===================================================================:.J

INSPECTOR DATE

DATE INITIAL

ENGINEER OF WORK
II\ A,S-.t,t//tT
CITY ENGINEER PE 23889 EXPIRES 12/31 /01 DATE

REVISION DESCRIPTION

DATI' INITIAL DATE INITIAL

OTHER APPROVAL CITY APPROVAL
C
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l;!t--=---:-:--:------:"T"----------,
~ Underground
;; ~ · Service Alert
~ Call: TOLL FREE
in 1-800-227-2600
o TWO WORKING DAYS

CONTRACTOR SHALL NOTIFY

UNDERGROUND SERVICE ALERT A
MINIMUM OF 48 HOURS PRIOR TO

BEGINNING ANY CONSTRUCTION
WORK. SEE GENERAL NOTES
FOR FURTHER INFORMATION.
--I--+--··- ·+-+-+
28 29 30 31 32 SCALES 34
/T\CONSTRUCT 14" 1.0.
\~ 1 SEWER FORCE
NOTES;
I. ALL STORM DRAIN IMPROVEMENT INFORMATION SHOWN HEREON PER CITY OF CARLSBAD DWG. NO. 333-2G, UNLESS OTHERWISE NOTED. 2- ALL STREET

HEREON PER
NOTED.

IMPROVEMENT INFORMATION ALONG CANNON ROAD SHOWN
CITY OF CARLSBAD DWG. NO. 333-2G, UNLESS OTHERWISE

CURVE DATA
NO. R L T DESCRIPTION
®
(B
44"22'32" 1400.00' 1084.30' 570.98' STREET t.
44"22'32" 1426.00' 1104.44' 581.59' 14" I.D. SFM

DANIEL BOYLE ENGINEERING, INC
Civil Engineering Services
3142 Vista Way, Suite 303
Oceanside, CA 92056 (760) 433-8710
HORIZ:

VERT:
1"=40'
1 11
=8'
'"' ST. STA. 94+20. 70
STA. 34+40.71 EC

CANNON ROAD
''REC'OND DHAW/NG•
&W{o; /~, . . 9-M-al
P.E' 2 9JiJ<, EXP. 3; J /• (Jf, DATE

INSPECTOR DATE
35 36 37
z
EC SCALE: I" • 40'
\
~ CITY OF CARLSBAD ~
1-------1----+----------------->----+--+-----1---1 ~ ENGINEERING DEPARTMENT LJQ_j ~='....':::=========:::....::=~
I ,/JS 8UllT
1 \ REPLACED SHEET NO. 5

DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTI-1ER APPROVAL CITY APPROVAL SEWER FORCE MAIN AND GRAVITY SEWER PLANS FOR:

CANNON ROAD

PLAN AND PROFILE
14" I.D. SEWER FORCE MAIN
STA. 28+00.00 TO STA. 36+89.33
APPROVED LLOYD B. HUBBS
#4-r4· l ~,,, ... = - //." •-11
CITY ENGINEER PE 3889 EXPIRES 12/31 /01 DATE
OWN BY: MJR
CHKD BY: DGS
RVv/D BY, DGS
PROJECT NO.
35831 I
DRAWING NO.
396-2
,,, BEFORE YOU DIG
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HORIZ: 1"=40'
VERT: 1"=8' NOTES:
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EXISTING 48" STORM DRAIN I. ALL STORM DRAIN IMPROVEMENT INFORMATION SHOWN HEREON PER PER CITY OF CARLSBAD DWG. CITY OF CARLSBAD OWG. NO. 333-28, UNLESS OTHERWISE NOTED. I NO. 377-3C ~/ Ill EXISTING 12" SEWER MAIN PER 2. ALL STREET IMPROVEMENT INFORMATION ALONG CANNON ROAD SHOWN /!/ CITY OF CARLSBAD DWG. NO. HEREON PER CITY OF CARLSBAD OWG. NO. 333-28, UNLESS OTHERWISE j =-200 N~
57 58 59
Ill \ 3. ALL WATER ANO RECYCLED WATER IMPROVEMENT INFORMATION SHOWN PROPOSED CENTERLINE OF SEWER t
i, BEGIN CONSTRUCTION BETWEEN STREET CENTERLINE STA. 69+84.06 AND STA. 73+88.00 IS FORCE MAIN, SEE SHEET 3 FOR ,......_ f 1 12· SANITARY SEWER MAIN - LINE •11· BEGIN CONSTRUCTION PER CITY OF CARLSBAD owe. NO. 333-200 AND BETWEEN STA. 73•88.00 CONSTRUCTION :J ~"""-:'" ' 8" SANITARY SEWER MAIN - LINE "B"/2\ AND STA. 99+20.98 IS PER CITY OF CARLSBAD DWG. NO. 333-2GE. UNLESS o ~
- ] IQ; ST. STA. 73+88.01 I -- - ~-------:--: <JI '--,,__,,_ '~-----.;z-- ~ STA. 50+00.00 BC IQ; ST. STA. 76+14.09 2 OTHERWISE NOTED. __ - __ \f'O -¾- r-' . .,.,,___--...Jffs,.ab__ REMOVE EXISTING PLUG ANO CONNECT • STA. 52+23.50 It.AH #I LINE "A" \ 10 / ____.::--:-;:.------ ('f\ > I/ -,,,,,,, {I._ -- ~, TO EXISTING SEWER MAIN AFTER • STA. 0+00.00 LINE "B" ~ ---::::::=-.:_:.:_::)--~-_______, • n -p 1 ~ // J'I --_,,, ,:::----:__~_ SUCCESSF'UL TESTING OF NEW SEWER CONSTRUCT 60" DIA. ACCESSHOLE ,/:--.I CONSTRUCT 12" SANITARY ~~ __.- v• _, ........_ // \ \~ - MAIN WITH T-LOCK INTERIOR LINING SYSTEM ' I \ -- 1- ~ '-:I'., (') 1--~ ,!:?/,, I ,~---:::::: -~ . J:\ ''1.V SEWER MAIN - LINE "A" --~ ,~ - z-t __.-- - -f_ ~ :t- 'f-__ 4> I --~ -;-~ .J.... \N64'07'3!1"W ------<_Lb. =-----====---\"~- ----- ~•!')1'0 ~~----4!"-___ --~ ..-\ .- ----..______ "'-k --...... - - , __ i ~ ~~ '::;;.tr-::::::_ 1..:;hi1v.d.;rs. 25 , :--i -------~~ \ t,_ ---r;s--r _ f:- ----- 1::; _"f ----..._ - ~ -~ r / -;_.; ----------;;;,--- .\- _... ~- • _ -I --;t---"' -------R'il -;Z ff\ - __.--::::::::::::--~- ~-=----- ------J~ \ - 1 -- - -- ~ ---------------- ~- --- ~ __. __.--' - \ ---- r.-\\1'-: ---, ~ ..._____ ' ' 1/ 1/ -- - -- _ _,,,__ - ..,,,.;;-:===~:::-::---- - - -_-::::::::-i,,- -=---- - !')"T - ~ ~- - --- . ---------:~~ 4 ___ /IC:~/// -I' --,.___ ' :fl --- --- -- ---- ------==-===== - -- _,1,..-- ------ - ~ ~ - --,.,""' 'J"-dL..~ i.-,!fih ---:: 14;}' ~ - ---- 1•-~-,-=------:__-~~~=--=-=-=-=s-,:--:::-::-::-::-::::-:.=-=---------~~--=----- - ---- ' --- "' --\----,· ,· R'il ~ ~~ T ~ "' ":::ffi r-o...____ ~ "" - - &6 ~------ -I-~~~ t,. .►. w~-~:;: -- ·-

STREET IMPROVEMENTS FOR

FARADAY AVENUE PER CITY
OF CARLSBAD DWG. NO. 369-20
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--// c----. , Iii: ST. STA. 75+10.00 I _ _ -. ---w·--• ---- ---- ~-- - _ -t "ft-I- - ' II I -~- :::3iw~;;:;;;:;~;;:;;;:;;;:;~;;;;;;;;;;;;~'.;:;;;;;;;;;;t;;;;;;;;;;;;;;;;;;==;;::;;;~~\:Y;:=::~-;;;--:;-;;;-;;;-;;;-~;;--;;--;;-~w:::::::: CITY oF CARLSBAD DWG. NO. 333-2GE "' 1 <I• STA. !!1+20.60 1 -
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/ I fl""8 "so1"$-1 r·---sitf)-fJ ~ CONSTRUCT 35• LF OF 4• SDR-3!1 PVC (§z,,,....-y. 4.1/.9,---- ~/v \ _________ , ----------- 16" DOMESTIC WATER MAIN PER II ~ PIPE LATERAL PER CMWO STD. owe. NO. ~~"---"" / - - - ,,-;:---. CITY OF CARLSBAD DWG. NO. 333-2GE S7. l!ISTAL.1._ f>LUij . .AT,ENQ Of__J.Al~RAL, /' f-;------- CONSTRUCT 8" SANITARY ,/:--.I / 2 \I\; ST. STA. 81+18.99 I EC ,9"0•A 1., ll ,~I/ /JN .. ,r.-rr~-'4tf,2"" ~ON_ STRUCT LATERAL) LU ~-----------------+-'-I_,\ \ I() / STA. 57+22.63 EC It AH #2 .., , 1 ~ITH 2% MIN. SLOPE -✓- ./ SEWER MAIN LINE "B", \ 10 / ~ CONSTRUCT 60" DIA. ACCESSHOLE ".,.., ·'.____, __ /-" 7-·,,,.,._,,. END CONSTRUCTION - --.:..:;/ WITH T-LOCK INTERIOR LINING SYSTEM rc'/,/(J~ - ~ 8" SANITARY SEWER MAIN LINE ·e· SEE SHEET 8 FOR PROFILE IQ; ST. STA. 76+14.09
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CURVE DATA
NO. .6. R L T DESCRIPTION
STA. 0+67.00
INSTALL 8" PLUG I CANNON
"RECORD !RAWIN6"
ROAD
t----+--+-----------t-----+--t---+----I I sH6EET I CITY OF CARLSBAD ~o ENGINEERING DEPARTMENT L!Q_j ;::===:::.:::::=========-====:
@ 47'22'44" 1400.00' 1157.68' 614.25' . ~-/; -,' ~
-~u~•• .. 9~.<5:~as A) 29'54'57"' 1384.00' 722.63' 369.75' STREET
12• SEWER
~ .. ~
SEWER FORCE MAIN AND GRAVITY SEWER PLANS FOR:

CANNON ROAD

PLAN AND PROFILE
12" SANITARY SEWER MAIN
STA. 50+00.00 TO STA. 59+4!1.04 ~ P.E. ~B/?<, EXP. 3-Sl•04 DATE ~OfESS1~ it---------:-:--:----:-r--------, DANIEL BOYLE ENGINEERING, INC. REVIEWED BY· w NO.T) ~,..~,,,11 AP~ L~ 8£ 8y' ./-/4/ ;;; Underground CONTRACTOR SHALL NOTIFY Civil Engineering Services ~ ~-~ ,J,./o-, "' .,._ 12/31& "' t---+---+-----------------1---1----+---+---~-i. c1r'1f2EE~-23889 EXPIRES 12 /31101 ~ i ~ . ~:~~~= ~i~;~~l~v~i~~:~~g~~~ Ocea!~t:e, v~~l~2~~~· (~~~)e 4~~~8710 INSP ~ DATE ~!t :;~~,$",,. I-D-A-TE-+-IN-ITI-AL-+"-'-'/[\----"',t/,'-"'S'--tJ,"'R":""1/::.c:-1-o_N_D_E_S_C_R_IP_T_I_O_N ____ -f--D-A-TE-I-I-NI-TI-AL-l-9~ts~AT~Ed.la~,NirllTilA'Lfr~~~~l~ts1:~;;=ly~: .~~~~iCTTI =~p~3~05~JE~8~T3~N1~.==111 ~3~R9;A~6~N~G=iN~2~· ~L~~~:_J'W~01w;oo~•1~•Guo;AV~SJ_~W~O~RK2·~S~E~E~G~EN~ER~A~L~NO~T~ES:...L _________________________________________________________________________ _::EN:G:IN:EE:R:O:F:W:O:R:K::::===============~O=T=HE=R=A=P=PR=O=V=AL~=Cl=TY=AP=P=RO=V=AL~========· =========· =====~ T BEFORE YOU DIG FOR FURTHER INFORMATION.

C7)
C
:E
G) s, ..,. w
0(0
(7)
I
N
60 61 62 63 64 SCALES 66 67 68 69 70
NO.

CURVE DATA
I:,. R L
(2\ Iii: ST. STA. 84•99.55 I
\ I() / STA. 61+05.00 <t_ AH #3
~ CONSTRUCT 60" DIA. ACCESSHOLE

WITH T-LOCK INTERIOR LINING SYSTEM
NOTES;

T DESCRIPTION
(2\ Iii: ST. STA. 88•e0.M I
\ If\ I STA. 64•60.00 <t_ AH #4
~ CONSTRUCT 60" DIA. ACCESSHOLE

WITH T-LOCK INTERIOR LINING SYSTEM
HORIZ:

VERT:
l":40'
I" =8'
" ...
<(
f-
0 -' "-
I. ALL STORM DRAIN IMPROVEMENT INFORMATION SHOWN HEREON PER CITY OF CARLSBAD DWG. NO. 333-20, UNLESS OTHERWISE NOTED •

2. ALL STREET IMPROVEMENT INFORMATION ALONG CANNON ROAD SHOWN HEREON PER CITY OF CARLSBAD DWG. NO. 333-20, UNLESS OTHERWISE NOTED.

CANNON
'" z
0 '" >
~!------,-,--,----~----------, ~ . Underground CONTRACTOR SHALL NOTIFY

UNDERGROUND SERVICE ALERT A
MINIMUM OF 48 HOURS PRIOR TO

BEGINNING ANY CONSTRUCTION
WORK. SEE GENERAL NOTES

FOR FURTHER INFORMATION,
;? ~ Service Alert
~ Call: TOLL FREE
,; 1-800-227-21100
u TWO WORKING DAYS
/ BEFORE YOU DIG
I

3. ALL WATER AND RECYCLED WATER IMPROVEMENT INFORMATION SHOWN BETWEEN STREET CENTERLINE STA. 69+84.06 AND STA. 73+88.00 IS PER CITY OF CARLSBAD DWG. NO. 333-200 AND BETWEEN STA. 73+88.00 AND STA. 99+20.98 IS PER CITY OF CARLSBAD DWG. NO. 333-2GE, UNLESS OTHERWISE NOTED.

DANIEL BOYLE ENGINEERING, INC
Civil Engineering Services
3142 Vista Way. Suite 303
Oceanside, CA 92056 {760) 433-8710
II R£COl?D Dli'AWING''
,k}pU; r: ;24·, . I
P.E. 26t)(, EXP,S·'3/•"fi,
REVIEW'ff/Z'
{)_,Q.~

INSPECTOR
3 9·/S•Q'l
DATE
DATE
ROAD

BEGIN CONSTRUCTION
8" SANITARY SEWER MAIN LINE "C",,.-:---..
1¢ ST. STA. 91+50.00 I / 2 \
STA. 67•62.88 <t_ AH #5 LINE "A"TT57
• STA. 0+00.00 LINE "C" ~
CONSTRUCT 60" DIA. ACCESSHOLE

WITH T-LOCK INTERIOR LINING SYSTEM

PROPOSED CENTERLINE OF SEWER
FORCE MAIN, SEE SHEET 4 FOR

CONSTRUCTION
, CONSTRUCT 8"

SEWER MAIN -
SEE SHEET 8
SANITARY /1\
LINE "C" I ~
FOR PROFILE ,._. .. ... Le-,
SCALE: I" • 40"
~ CITY OF CARLSBAD ~
l---l-----+-----------------1-----+--+----11----l LI.AJ ENGINEERING DEPARTMENT L.!Q__j ~==-================='----'======: SEWER FORCE MAIN AND GRAVITY SEWER PLANS FOR:

CANNON ROAD

PLAN AND PROFILE
12" SANITARY SEWER MAIN
STA. 59•45,04 TO STA. 70+41. 73
APPROVED ,LLOYD B~UBBS
4/t&,, 'f ~ .. .... :a-=:- 11- s-01
t=====t===j~, ,1~:A, A~'SS· ~;, .. if;/J,~1/(~T-==========::t==r==t9~-~~-·dc~~p~ ~C=:IT:::Y~EN::::G=:l:::NE::E:::R:::::::P~E';::=23::8:::8:::9::::::E::::X::::P:::IR:::E:::S ::::1:::2:' /3:::1~ /01;==::DA::::T':::E:=:::::::
,1\ REPLACED SHEET NO. 7 OWN BY: MJR I PROJECT NO. I DRAWING NO.

REVISION DESCRIPTION 0~:; AP~:~::~ ~~\PP~:~~~ ~~~DB~~, g~~ . 35831 . 396-2

DATE INITIAL

ENGINEER OF WORK
I
<(
l
o
-" 0
"' ;: ,-,
"' I-
<I(
...
(I)
,-:
(I)
l!:!
, ,,CONSTRUCT 12" SANITARY
''-.!VSEWER MAIN - LINE "A"
CANNON
HORIZ: VERT:
1"=40'
I" =8'
ROAD
75 IG: ST. STA. 98+39.76 EC
STA. 74•156.33 EC
EXISTING DOUBLE 36" STORM DRAINS
PER CITY OF CARLSBAD DWG. NO.
363-3
SCALE: 1• • 40'

CURVE DATA

R L T DESCRIPTION
25'09'23" 1900.00' 834.22' 423.94' STREET ct_
01"55'56" 1916.00' 64.61' 32.31' 12" SEWER

2. ALL STREET IMPROVEMENT INFORMATION ALONG CANNON ROAD SHOWN HEREON PER CITY OF CARLSBAD DWG. NO. 333-20, UNLESS OTHERWISE NOTED.

3. ALL WATER AND RECYCLED WATER IMPROVEMENT INFORMATION SHOWN BETWEEN STREET CENTERLINE STA. 69•84.06 AND STA. 73<88.00 IS PER CITY OF CARLSBAD DWG. NO. 333-2GD AND BETWEEN STA. 73.88.00 AND STA. 99•20.98 IS PER CITY OF CARLSBAD DWG. NO. 333-2GE, UNLESS OTHERWISE NOTED.
~ CITY OF CARLSBAD ~
~ "REctJ~O O.RAWINB· SEWER FORCE MAIN AND GRAVITY SEWER PLANS FOR:
~ ¢ I':?./. _ CANNON ROAD
1-----,f---t----------------t----t---t------i---i ~ ENGINEERING DEPARTMENT LJQ_j ~~===:::::::::::::::::::::::::::::::=::::::::::::::::===:::::::::=::='....:::::=~ 6 &1,,¾,-,;.,_/L_,r~!J.•&r-oJ ·•,,. PLAN AND PROFILE
"" ~ 12" SANITARY SEWER MAIN
~ P.E. 2$/](, F:XP 3,.:J/• "' DATE"''.~- _~ __ l'QNo.~ESS/ ,:, f:i · 1----+---+--------------------jr------j---j----j-----J ~===:=c==:=:::::===S=T'::'A:". ::=7=0::=•=41=.7=3:::::T::'O=S=TA=. =7=5=•4=0=·=0=9=====, 15 I'P BovrE E'll.7:G'rll.TP'E'R' rll.7:G, L'll.T.C, R~EV.alE]fWED Y: {<fkr~' APPROVED LLOYD B. HUBBS ~ DAN.. .l!,'L .LU 11"1 'J.11".1!,. .Lll"I , 11"1 • Atq,('1,- ,_ ~ ,..._ lt·OI-OJ ~ t--"".. ----:U~n-d-:-e-r-gr_o_u_n-:d-.-co-N-TR_A_C_TO_R_S_H_AL_l_N_O_TI-FY--, Civil Engineering Services 'j_fro/b'!,, ~... E,p._12~/31~/04_ ; 1 118-!J(JILT Q ,,.,. ,. '"'.- CITY ENGINEER PE 23889 EXPIRES 12 /31 /01 DATE ~ ~ • . ~:u:v~~~L ~'::: :~~~~Rgtfs i~RJ~iE P~iJ~TT~ Ocea!~~e, V~1t~2~5a[• (~~~\e 4~~~8710 INSPECTOR DATE~- ~!( ::,~"" DATE INITIAL ',, REPLACED SHEET NO. 8 DATE -~~1T_IA_L--,-_D_A_TE __ IN_'TI_A__,L gRiV~~DB~B~Y: ,, ~DGGJ:s I P3R05JE8CT3N10. I 3DR9AW61N:_ N20. /l~~~~~-ri-~~~-ui~ol~B~EGtlN~N;ING~A~NYrC;O~N~STfR~UC~T;IO~NJ _______________________________________________________________________ ~===---~~~~o~~~===~R~E~V~l~S~IO~N~~D~E~S~C~R~IP=T~l~O~N~===~o~n~,E~R~~p~~~v~~~c~,T~Y=A~P~~o~v~~~~~w~~==~~~==~~~~~=~~~~~~:!J ~I-= TWO WORKING DAYS WORK. SEE GENERAL NOTES ENGINEER F WORK in ' BEFORE YOU DIG FOR FURTHER INFORMATION.
• 0
' '-
14" 1.D. HOPE
PIPE

PROPOSED AC PAVEMENT

AND BASE
9" MIN. CLEARANCE BETWEE SIDEWALL

OF TRENCH AND OUTSIDE OF PIPE
,,.--v-~......---~v

PIPE ZONE ENVELOPE PER
CMWD STD. DWG. NO. S5.

BEDDING SHALL BE
I C:RF!I TE ! IE ee1:11:

TRENCH SECTION

SINGLE FORCE MAIN
f
<(
f-
0 J
"-
"' .~
0 "' f-
I
"" f-

NOT TO SCALE
~ t---:=--~:--:-----:,----------, ;:; Underground CONTRACTOR SHALL NOTIFY '? Service Alert UNDERGROUND SERVICE ALERT A
g: Call: TOLL FREE MINIMUM OF 48 HOURS PRIOR TO
:i; 1-800-227-2800 BEGINNING ANY CONSTRUCTION
DANIEL BOYLE ENGINEERING, INC.

Civil Engineering Services
3142 Vista Way, Suite 303
Oceanside. CA 92056 (760) 433-8710
FLGxGROOVED END DI SPOOL

ADAPTER FOR DISCHARGE OF

FLOW DURING TESTING
FLO DI 90° BEND. AFTER TESTING,
REMOVE FLGxGROOVED END SPOOL
AND 90° BEND AND INSTALL BLIND

FLANGE ON VERTICAL SPOOL
3/8" PEA GRAVEL COLLAR

AROUND FLANGES
lo
f'-0"
FLG DI SPOOL (LENGTH __ _,

AS REOUIRED)
FLG DI 90' BEND

FLO RESILIENT WEDGE

GATE VALVE AND VALVE

CAN RISER PER CMWD
STD. DWG. NO. W13

ELEVATION

STATION
13+85
36+89•
NOTE:

MINIMUM SIZE
Of TAPPED OUTLET
6"
6"

MINIMUM

YALYE SIZE
6"
6"

DI BLIND FLANGE

WITH THREADED
OUTLET

HOPE FLANGE
PROPOSED 14" 1.0.

DR 17 HOPE PIPE

DI BACKER RING
FLGxTHREADED END
DI SPOOL (12" LONGI

MINIMUM DISCHARGE

PIPE SIZE
6"
10·
I. CONTRACTOR TO INSTALL A IO"x6" FLANGED REDUCING 90° BEND FOR LOWER BEND AT STA. 36+89•.

TEMPORARY END CAP ASSEMBLY r 2"

NOT TO SCALE

II RECORD DRAW/NB,,
td«4m; t'.. j2':ss c... 9-/S•o.:J
P.E. i•~ EXP. 3•J/•0'- DATE
J/t_,,/47::,

INSPECTOR DATE
.... 9 ,J
I SH9ET I CITY OF CARLSBAD LJQJ ENGINEERING DEPARTMENT 0 SEWER FORCE MAIN AND GRAVITY SEWER PLANS FOR:

CANNON ROAD

MISCELLANEOUS SEWER FORCE

MAIN DETAILS
APPROVED LLOYD ~UBBS
dtdi</rr? t: .,-± 9-tJ-41
CITY ENGINEER PE 23889 EXPIRES 12 /31 /01 DATE
/1\ .4!J·m/lLT 9- DWN BY: MJR PROJECT NO. DATE INITIAL DATE INITIAL DATE l INITIAL CHKD BY: OGS

REVISION DESCRIPTION
·~·-· "-"·-·-·--·- --- ------------
WORK. SEE GENERAL NOTES ~ .... ____ ,~;;;~;.;woa;.;RE;.;~"'l~;.;&;.;~y;.;s...a.._FOR_F_uR_T_HE_R_1NF_o_R_M_AT_1o_N._.,_ _______________________________________________________________________________________________________________________________ ___. I I s9w6~N2. 35831 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RV\JD BY• DGi C
CD~
0 G') ..., ...... w
o(D
en
I\)
f
<(
f-
0 --' a.
· l~ .... :Ii

SEWER MAIN

PROPOSED AC PAVEMENT

AND BASE
~-f- SEWER MAIN
IDENTIF"ICA TI0N
TAPE
PROVIDE OVERLAP ON GE0F'ABRIC

PER MANUF'ACTURER'S RECOMMENDATIONS
6" MIN. CLEARANCE
PIPE ZONE ENVELOPE PER CMW0 STD.

NO. S5. BEDDING SHALL BE 3/ 4" IMAX.

SIZE) CLEAN, CRUSHED AGGREGATE AND
SHALL BE COMPACTED TO 95% AND
WRAPPED IN A GEOF'ABRIC IMIRAF'I 140N
OR E0UALJ. F'OR DEPTHS BREA TER THAN
15', A 3/8" MAXIMUM AGGREGATE SIZE
SHALL BE USED.
----
--
--
ACCESSH0LE PER CMWD
STD. DWG. NO. SI WITH

T-LOCK INTERIOR LINING
SYSTEM
•
F"INISHED

SURFACE

RIM ELEVATION AS

SHOWN ON PLANS
F"RAME ANO COVER PER
CMWD STD. 0WG. NO. S4
AH DIAMETER •. ~
'-------"=~==-'--=--='---'-='---='--Ih..ri. ': II , SEE GENERAL NOTE 2

INVERT ELEVATION AS
SHOWN ON PLANS NEW 12" PVC SANITARY
SEWER

CONSTRUCTION NOTES
INSTALL I" WELD STRIPS WHERE T-L0CK IS WELDED; I.E., TOP OF' CHANNEL, SHAFT TO SHELF, TURN BACK TO PIPE F'ACE, CORNERS, ETC.

PVC TURN BACK ON PVC PIPING SHALL BE A MINIMUM OF' 6".

PVC TURN BACK SHALL BE HELD TIGHT TO PVC PIPING BY 1/2"

STEEL BAND WITH CONTACT CEMENT ADHESIVE APPLIED TO
BOTH SURF' ACES.

INSTALL FLAT SHEET PVC ON SHELVES WITH CONTACT CEMENT
ADHESIVE APPLIED TO BOTH SURFACES. OVERLAP PVC ONTO
ACCESSH0LE SHAFT AND CHANNEL LINER: WELD TO BOTH AND
COMPLETE WITH I" WELD STRIPS.

INSTALL NONSKID SURFACE ON ACCESSH0LE SHELF'

INSTALL PRE FORMED CORNER TURN BACK UNDER RING
WELD 4" JOINT STRIPS AND FINISH BOTH EDGES WITH I" WELD STRIPS

COMPLETE CONCRETE CHANNEL SHALL BE CONSTRUCTED WITH
F'ORMS AND ALL BUT THE LOWER 90' SHALL BE T-LOCK
LINED. THE ·rs· SHALL RUN VERTICAL AS IN THE ACCESSH0LE SHAFT AND SHALL BE TACKED AT THE TERMINUS OF' THE T-LOCK.

SIDES AND ENDS OF THE BASE TO BE EITHER F'ORMED, SANDBAGGED OR POURED AGAINST UNDISTURBED EARTH.

ACCESSH0LE SHELVES TO BE SLOPED I" PER F'00T TO CHANNEL.

WRAP ACCESSH0LE JOINTS BELOW WATER TABLE WITH BENTONITE

GEOTEXTILE WATERPROOFING SYSTEM, VOLCLAY VOL TEX OR

APPROVED EQUAL
GENERAL NOTES:

I. THIS DETAIL IS INTENDED TO COMPLEMENT CMWD STD. DWG. NO. SI AND TO BE USED IN CONJUNCTION WITH THAT DETAIL.

2. ACCESSHOLE DIAMETER SHALL BE 60" OR AS SHOWN ON PLANS.

MANHOLE

CHANNEL

GASKET--,
F'ILL WITH ---..

GROUT

MANHOLE BASE
PLAN
• 4

PLASTIC PIPE
A

PVC - USE PLASTIC

MANHOLE COUPLING

PLASTIC MANHOLE

COUPLING
.. • . 12"

PLASTIC PIPE

SECTION A-A
TYPICAL SEWER TRENCH SECTION T-LOCK SEWER ACCESSHOLE PVC PIPE TO MANHOLE CONNECTION DETAIL , 3 .,

NOT TO SCALE
STA. 75+40.09
INV. 8.11 FILL-IN ANO RESHAPE EXISTING CHANNEL

WITH EPOXY GROUT TO FORM A SMOOTH

FLOW CHANNEL BETWEEN GIVEN INVERTS

CORE-DRILL EXISTING AH
WALL (PIPE 0.D.• I" MIN.,
2" MAX.) INSTALL NEW 12"

PVC SEWER AND F'ILL

ANNULAR SPACE WITH

LOW SHRINKAGE MORTAR

AND EPOXY GROUT
NEW 12" PVC SEWER PIPE,
SEE SHEET 8 F'0R

CONTINUATION
NOTE:
---
(7.441
INV.
(7.1141
INV.

EXISTING SEWER
ACCESSH0LE
EXISTING 8" PVC
SEWER (mN ltEHOVE.0)
I. CONTRACTOR TO VERIF'Y EXISTING INVERT ELEVATIONS OF' MANHOLE INLETS AND OUTLET PRIOR TO SUBMISSION OF' SHOP DRAWINGS. DESIGN IS INTENDED TO MATCH SOF'FITT OF' 12" GRAVITY SEWER TO S0FF'ITT OF' EXISTING "KNOCK OUT" FOR 20" GRAVITY SEWER. '
CONNECTION TO EXISTING AH , 4 .,
SCALE: 1/2" = 1'-0"
' '
20" PVC

NOT TO SCALE
"RECORD DRAWING"
4dt(L; t',P4,- ...

P.E "2,IJQl. F.:XP. 3•J/-•0' DATE
\,.10 ,J

NOT TO SCALE
~ CITY OF CARLSBAD ~
l----+--+---------------1----+-----l-----t------; :=~==A:::::::'...===E==NG=IN::E:::E::Rl::N::::G::D::::E::PA::R::TM=EN=T==:::'...::L!Q_J=O== SEWER FORCE MAIN AND GRAVITY SEWER PLANS FOR:

CANNON ROAD

MISCELLANEOUS SANITARY

SEWER MAIN DETAILS
'
',

APPENDIX E

CARB FLEET COMPLIANCE CERTIFICATION
City Attorney Approved Version 12/14/2023

DISCLOSURE & SUBMITTAL REQUIREMENT
VEHICLE EMISSION DISCLOSURE & COMPLIANCE REQUIREMENT.

This Project is subject to the following regulation(s) by the California Air Resources Board. In bidding this Project, it shall be the Bidder’s sole responsibility to evaluate and include the cost of complying with all equipment and vehicle emission requirements under this Contract and applicable law in its Bid.

ADVANCED CLEAN FLEETS.

Vehicles with a Gross Vehicle Weight Rating (GVWR) greater than 8,500 lbs. and light -duty package delivery vehicles operated in California may be subject to the California Air Resources Board Advanced Clean Fleets regulations. Such vehicles may therefore be subject to requirements to reduce emissions of air pollutants. For more information, please visit the CARB Advanced Clean Fleets webpage at https://ww2.arb.ca.gov/our-work/programs/advanced-clean- fleets.

Bidders utilizing subcontractors shall provide a signed certificate of reported compliance for each listed subcontractor in the space provided in the Proposed Subcontractors form. Bidders, and its subcontractors must be registered as compliant fleet s at the time of bid submittal. In the event that a bidder, or its subcontractors, are exempt from this regulation, the bidder must submit a signed statement attesting to the fact, and to the reason(s) why it is not subject to the High Priority and Federal Fleets Regulation of Title 13, CCR Section 2015 through 2015.6 and the State and Local Government Fleets Regulation of Title 13, CCR Section 2013 through 2013.4.

Failure to certify as a compliant fleet or provide an attestation to an exemption, may render the bid non-responsive.

IN-USE OFF-ROAD DIESEL-FUELED FLEETS.

Any contractor utilizing off highway vehicles or equipment may be subject to compliance with the In-Use Off-Road Diesel-Fueled Fleets Regulation. For more information, please visit the CARB In-Use Off -Road Diesel -Fueled Fleets Regulation webpage at : https://ww2.arb.ca.gov/our- work/programs/use-road-diesel-fueled-fleets-regulation.

Bidders shall submit with its Bid a valid California Air Resources Board certificate of reported compliance. Bidders utilizing subcontractors shall submit the DOORS ID number for each listed subcontractor in the space provided in the Proposed Subcontractors form. Bidders are responsible for including a certificate of reported compliance for each identified subcon tractor.

Failure to submit valid certificates may render the bid non-responsive.

GENERAL COMPLIANCE WITH LAWS.

Contractor will keep fully informed of federal, state and local laws and ordinances and regulations which in any manner affect those employed by Contractor, or in any way affect the performance of the Services by Contractor. Contractor will at all times observe and comply with these laws, ordinances, and regulations and will be responsible for the compliance of Contractor's services with all applicable laws, ordinances and regulations.

Contractor will be aware of the requirements of the Immigration Reform and Control Act of 1986 and will comply with those requirements, including, but not limited to, verifying the eligibility for employment of all agents, employees, subcontractors and consultants whose services are required by this Agreement.

City Attorney Approved Version 12/14/2023

Contractor is aware of the requirements of the emissions reduction regulations being mandated by the California Air Resources Board (“CARB”) and that it will comply with all applicable regulations before commencing the performance of the work and maintain compliance throughout the duration of this Agreement.

CALIFORNIA AIR RESOURCES BOARD.

The California Air Resources Board (“CARB”) implemented amendments to the In-Use Off-Road Diesel- Fueled Fleets Regulations (“Regulation”) which are effective on January 1, 2024, and apply broadly to all self-propelled off-road diesel vehicles 25 horsepower or greater and other forms of equipment used in California. A copy of the Regulation is available at:

https://ww2.arb.ca.gov/sites/default/files/barcu/regact/2022/off-roaddiesel/appa-1.pdf

Bidders are required to comply with all CARB and Regulation requirements, including, without limitation, all applicable sections of the Regulation, as codified in Title 13 of the California Code of Regulations section 2449 et seq. throughout the term of the Project. Bidders must provide, with their Bid, copies of Bidder’s and all listed subcontractors the most recent, valid Certificate of Reported Compliance (“CRC”) issued by CARB. Failure to provide valid CRCs as required herein may render the Bid non-responsive.

The City of Carlsbad is a Public Works Awarding Body, as that term is defined under Title 13 California Code of Regulations section 2449(c)(46). Accordingly, Bidders must submit, with their Bids, valid Certificates of Reported Compliance (“CRC”) for the Bidder’s fleet, and for the fleets of any listed subcontractors (including any applicable leased equipment or vehicles). Bidders must complete and submit the Fleet Compliance Certification, on the form provided. Failure to provide a CRC for the Bidder, and for all listed subcontractors, or failure to complete the Fleet Compliance Certification, may render the Bid non-responsive.

COMPLIANCE WITH CALIFORNIA AIR RESOURCES BOARD REGULATIONS.

Contractor shall comply, and shall ensure all subcontractors comply, with all applicable requirements of the most current version of the California Air Resources Board (“CARB”) regulations including, without limitation, all applicable terms of Title 13, California Code of Regulations Division 3, Chapter 9 and all pending amendments (“Regulation”).

Throughout the Project, and for three (3) years thereafter, Contractor shall make available for inspection and copying any and all documents or information associated with Contractor’s and subcontractors’ fleet including, without limitation, Certificates o f Reported Compliance (“CRC”), fuel/refueling records, maintenance records, emissions records, and any other information the Contractor is required to produce, keep or maintain pursuant to the Regulation upon two (2) calendar days’ notice from the City of Carlsbad.

Contractor shall be solely liable for any and all costs associated with complying with the Regulation as well as for any and all penalties, fines, damages, or costs associated with any and all violations, or failures to comply with the Regulation. Contractor shall defend, indemnify and hold harmless the City of Carlsbad , its officials (appointed and elected), officers, and employees from any claims, liabilities, costs, penalties or interest arising out of any failure or alleged failure to comply with the Regulation.

City Attorney Approved Version 12/14/2023
FLEET COMPLIANCE CERTIFICATION.

Bidder hereby acknowledges that they have reviewed the CARB’s policies, rules and regulations and are familiar with the requirements of Title 13, California Code of Regulations, Division 3, Chapter 9, effective on January 1, 2024 (the “Regulation”). Bidder hereby certifies, subject to the penalty of perjury, that the option checked below relating to the Bidder’s fleet, and/or that of their subcontractor(s) (“Fleet”) is true and correct:
□ The Fleet is subject to the requirements of the Regulation, and the appropriate Certificate(s) of Reported Compliance have been attached hereto.

□ The Fleet is exempt from the Regulation under Section 2449.1(f)(2), and a signed description of the subject vehicles, and reasoning for exemption has been attached hereto.

□ Bidder and/or their subcontractor is unable to procure R99 or R100 renewable diesel fuel as defined in the Regulation pursuant to Section 2449.1(f)(3). Bidder shall keep detailed records describing the normal refueling methods, their attempts to procure renewable diesel fuel and proof that shows they were not able to procure renewable diesel (i.e. , third party correspondence or vendor bids).

□ The Fleet is exempt from the requirements of the Regulation pursuant to Section 2449(i)(4) because this Project has been deemed an “emergency”, as that term is defined in Section 2449(c)(18). Bidder shall only operate the exempted vehicles in the emergency situation and records of the exempted vehicles must be maintained, pursuant to Section 2449(i)(4).

□ The Fleet does not fall under the Regulation or are otherwise exempt and a detailed reasoning is attached to this certification.

Name of Bidder:

Signature:

Name:

Title:

Date:

LOCATION MAP

PROJECT NAME

CANNON LIFT STATION

PROJECT
CIP PROJECT NO. 5552

EXHIBIT
3 NUMBER

PROJECT
SITE

IMPROVEMENTS PROJECT
Exhibit 3
Jan. 14, 2025
Item #6 Page 8 of 8

Carlsbad City CouncilJanuary 14, 2025

Carlsbad City Council
January 14, 2025