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CONSTRUCTION PLANS
FOR
AGUA HEDIONDA SEWER LIFT STATION, FORCE MAIN,
AND GRAVITY SEWER REPLACEMENT PROJECT
CITY OF CARLSBAD
CARLSBAD, CALIFORNIA C<UAVERA. v:i, ¼
BRIDGE PROJECT1~
LOCATION
PHASE2
¼
VICINITY MAP
NOT TO SCALf
CITY COUNCIL
MA TT HALL -MAYOR
ANN KULCHIN -COUNCIL MEMBER
MARK PACKARD -COUNCIL MEMBER
KEITH BLACKBURN -COUNCIL MEMBER
FARRAH DOUGLAS -COUNCIL MEMBER
LISA HILDABRAND
CITY MANAGER
GLENNPRU/M
UTILITIES DIRECTOR
NOVEMBER 2010
PUMP STATION
&FORCE MAIN
PROJECTLOCATJON
PHASE3
CITY OF CARLSBAD
PLANNING COMMISSION
PACIAC
OCEAN
PIPELINE PROJECT
LOCATION
PHASE1
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LOCATION MAP
NOT TO SCALE
Case Name:· £aJ2<!.r: MA,.J fl CeSi..A.'\J I T1 el..uE'ea._ ~e=Pt..Ac.E~(S(JT
AGvA ~er:tC..c.J.D..;.. SEtvE~f l f=, STAT1ci.(J..,
Case No.: pi::.P ~-aU,c.)/s.P !':l4G }RP 10-2..t:.-/ C.DP 10-tl/
rlDP LD-Ds:Jsve 10-D2)HMP 1 -oa . ) , , <I .d. cl (I -.I I\ r-Exh!b!t No.: ,-. -, Date: /o-_. -/J
BROWN AND CALDWELL
9665 Chesapeake Drive, Suite 200
San Diego, Ca. 92123
PDP 00-02 (C) / SP 144 (L) / RP 10-26 /
CDP 10-17 / HDP 10-05 / SUP 10-02 /
HMP10-03
f"SHm7 CITY OF CARLSBAD I SHEETS I L.!_j ENGINEERING DEPARTMENT 25
COVERSHEET
AGUA HEDIONDA SEWER LIFT STATION, FORCE MAIN,
AND GRAVITY SEWER REPLACEMENT PROJECT
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GENERAL NOTES:
1. ALL WORK OF THIS CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF
CARLSBAD ENGINEERING STANDARDS. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION, LATEST EDITION (GREEN BOOK) AND PROJECT TECHNICAL SPECIFICATIONS.
2. CONTRACTOR SHALL REQUEST UNDERGROUND SERVICE ALERT (1-800-422-4133) AND NON-MEMBER
COMPANIES, OR UTILITIES TO MARK OR OTHERWISE INDICATE THE LOCATION(S) OF THEIR
SUBSURFACE FACILITIES INCLUDING, BUT NOT LIMITED TO STRUCTURES INCLUDING VAULTS, MAIN
CONDUCTORS OR CONDUITS AND SERVICE CONNECTIONS.
NOTICE SHALL BE AT LEAST 48 HOURS PRIOR TO STARTING WORK AND SHALL INCLUDE:
A. SAN DIEGO GAS & ELECTRIC
B. PACIFIC BELL
C. TIME WARNER CABLE
D. COX COMMUNICATIONS
E. CITY OF CARLSBAD
(STREETS & STORM DRAIN)
w F. CITY OF CARLSBAD
(SEWER, WATER & RECLAIMED WATER)
(800) 660-7343
(800) 892..0123
(760) 438-7741
(760) 806-9809
(760) 434-2980
(760) 438-2722
3. DEPTH AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHALL BE DETERMINED BY THE
CONTRACTOR BY POTHOLING AND FIELD SURVEY OF ELEVATIONS PRIOR TO TRENCHING. THE
CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT (800) 422-4133 PRIOR TO ANY
EXCAVATION WORK.
4. CONTRACTOR SHALL LOCATE AND PROTECT IN PLACE ALL EXISTING UTILITY VALVE BOXES,
MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAINS, STORM DRAIN GRATES, INLETS AND
SURVEY MONUMENT BOXES.
5. ALL CONSTRUCTION AND OPERATIONS BY THE CONTRACTOR SHALL BE IN ACCORDANCE WITH
CAL-OSHA REQUIREMENTS.
6. THE CONTRACTOR SHALL KEEP A COMPLETE RECORD OF ALL CONSTRUCTION CHANGES AND SHALL
MAKE INFORMATION AVAILABLE TO THE CITY OF CARLSBAD FOR PREPARATION OF "AS BUILT"
DRAWINGS.
7. WHERE THE WATER MAIN AND SEWER CROSSES STORM DRAINS, OTHER PIPELINES, TELEPHONE AND
ELECTRIC DUCTS, OR SIMILAR INSTALLATIONS, A MINIMUM OF 12 INCHES OF VERTICAL CLEARANCE
SHALL BE PROVIDED BETWEEN THE MAIN OR SEWER AND OTHER INSTALLATIONS.
8. SEPARATION OF SEWER AND WATER LINES MUST COMPLY WITH AND SHALL MEET OR EXCEED THE
REQUIREMENTS OF THE STATE OF CALIFORNIA, DEPARTMENT OF HEAL TH.
9. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS WITHIN OR ADJACENT TO THE LIMITS OF
WORK THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT
EXISTING IMPROVEMENTS FROM DAMAGE. ALL IMPROVEMENTS DAMAGED BY CONTRACTOR'S
OPERATIONS SHALL BE EXPEDITIOUSLY REPAIRED OR RECONSTRUCTED TO THE OWNER'S
SATISFACTION AT THE CONTRACTOR'S EXPENSE WITHOUT ADDITIONAL COMPENSATION.
CONTRACTOR SHALL INFORM THE OWNER OF ANY UTILITY LINE THAT IS DAMAGED BY THE
CONTRACTOR'S ACTIONS IMMEDIATELY AFTER DAMAGE OCCURS.
10. SURFACE IMPROVEMENTS DAMAGED OR REMOVED AS A RESULT OF THE CONTRACTOR'S OPERATIONS
SHALL BE RECONSTRUCTED BY THE CONTRACTOR TO THE LOCAL GOVERNING AGENCY'S
REQUIREMENTS.
11. CONTRACTOR SHALL PROVIDE EROSION CONTROL MEASURES TO CONTROL SOIL MOVEMENT
SATISFACTORY TO THE OWNER. EROSION CONTROL MEASURES SHALL INCLUDE, BUT ARE NOT
LIMITED TO: SLOPE PROTECTION, HYDROSEEDING, SANDBAGS, AND STORM DRAINS.
12. BLASTING IS NOT PERMITTED.
13. ALL REVISIONS TO THESE DRAWINGS MUST BE APPROVED BY THE CITY OF CARLSBAD.
14. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ANY STREET MONUMENTATION IN PLACE. IF
ANY MONUMENT IS DISTURBED OR DESTROYED, THE CONTRACTOR WILL BE REQUIRED TO CONTRACT
WITH A REGISTERED LAND SURVEYOR FOR THE RE-ESTABLISHMENT AND MAPPING OF THE
DESTROYED MONUMENT.
15. ALL SEWERS SHALL BE LEAK TESTED, AIR TESTED, MANDREL TESTED AND CCTV INSPECTED PRIOR TO
ACCEPTANCE BY THE CITY. LEAK TEST, AIR TEST, MANDREL TEST, AND CCTV INSPECTION SHALL BE
PER SPECIFICATION SECTION 02730.
16. SEWER AND WATER PIPE TRENCH BACKFILL SHALL BE IN ACCORDANCE WITH CITY OF CARLSBAD
ENGINEERING STANDARDS AND THE CONTRACT SPECIFICATIONS.
17. AT ANY CHANGE IN FLOW DIRECTION (ELBOWS, ETC.) THRUST BLOCKS SHALL BE CONSTRUCTED PER
CITY OF CARLSBAD ENGINEERING STANDARDS OR DETAILS ON THESE PLANS.
18. PRIOR TO PAVING THE STREET SECTION, ALL UNDERGROUND FACILITIES WITH LATERALS, INCLUDING
BUT NOT LIMITED TO SEWER, WATER, TELEPHONE, ELECTRIC POWER, GAS, CABLE TELEVISION AND
DRAINAGE FACILITIES SHALL BE IN PLACE AND TESTED.
19. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE ENGINEER-OF-WORK FROM RESPONSIBILITY FOR
THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN
REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL
20. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC
RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE. A CERTIFICATE OF INSURANCE MUST BE FILED NAMING
THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM
AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING
THE POLICY MUST HAVE A RATING OF "A·" OR BETTER AND A SIZE CATEGORY OF CLASS "V-OR BETTER
AS ESTABLISHED BY "BESTS" KEY RATING GUIDE.
~ 21. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND
GENERAL NOTES (CONT):
22. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE
AT ALL TIMES DURING CONSTRUCTION.
23. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND
SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION,
SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL
SCHEDULE THE MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5)
WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE
PRIOR TO SCHEDULING.
24. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND
FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS AND REGULATIONS.
25. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING
CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THE CITY
ENGINEER OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN
AUTHORITY FROM THE CITY ENGINEER TO DO SO.
26. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR
APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT
STREETS AS A RESULT OF THE GRADING OPERATION.
27. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE
CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS
CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN
OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED
TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND
ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
28, CONTRACTOR SHALL SUBMIT PLANS FOR ANY ON-SITE OR OFF-SITE STAGING AREAS TO THE CITY OF
CARLSBAD ENGINEERING DEPARTMENT FOR APPROVAL.
29. ANY TEMPORARY FLOW STOPPAGE OR DIVERSION SHALL BE PERFORMED DURING LOW FLOW
PERIODS. ANY SUCH WORK SHALL BE CONDUCTED ONLY AFTER SUBMISSION OF A DETAILED WORK
PLAN. THE DETAILED WORK PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW, COMMENT
AND APPROVAL ALL SUCH REQUESTS AND SCHEDULING SHALL OCCUR AT LEAST TWO WEEKS PRIOR
TO THE SCHEDULED OUTAGE.
* AS APPROPRIATE
SIGNING AND STRIPING NOTES:
1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING.
2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN
CALIFORNIA), CAL TRANS STANDARD SPECIFICATIONS (JULY 2006 OR LATEST VERSION THEREOF),
THESE PLANS AND THE SPECIAL PROVISIONS.
3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE ENGINEER OR HIS
REPRESENTATIVE, PRIOR TO INSTALLATION.
4. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS
WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW"
CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR.
5. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CAL TRANS METRIC STENCILS.
6. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION1, AS AMENDED FOR USE IN CALIFORNIA)
AND SAN DIEGO REGIONAL STANDARD DRAWING M-19.
7. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW.
8. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) UNLESS
OTHERWISE SPECIFIED.
SEWER NOTES:
1. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY
BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION
SAFETY ORDERS.
2. BEFORE ANY CONNECTION TO THE CITY OF CARLSBAD'S EXISTING SYSTEM, A PERMIT SHALL BE
OBTAINED FROM THE CITY. IT MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S
ENGINEER AND ENCINA WATER AUTI-IORITY SUPERINTENDENT.
BENCHMARK
THE BENCH MARK USED FOR THIS SURVEY IS A 2.5" BRASS
DISK IN DRAINAGE INLET STAMPED "CITY OF CARLSBAD
SURVEY CONTROL STATION CLSB-057 l.56215" LOCATED AT
THE SOUTHWEST QUADRANT OF AVENIDA ENCINAS AND
CANNON ROAD AS PUBLISHED IN THE CITY OF CARLSBAD
SURVEY CONTROL NETWORK BOOK AND RECORD OF SURVEY
17271.
I.E. ELEV. = 44.01 (NGVD29)
BASIS OF COORDINATES
THE BASIS OF COORDINATES FOR THIS SURVEY IS THE CITY
OF CARLSBAD SURVEY CONTROL STATION "CLSB--057" AS
PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL
NETWORK BOOK AND RECORD OF SURVEY 17271.
I.E. NORTHING 1,993,994.52 EASTING 6,230,749.55
(CCS83, 1991.35 EPOCH, U.S. SURVEY FEET)
NOTES:
1. PROPERTY LINES AND RIGHT-OF-WAY LINES SHOWN
HEREON WERE ESTABLISHED FROM CITY OF CARLSBAD
GIS DATA. NO TITLE REPORTS WERE REVIEWED FOR THIS
PROJECT.
2. CENTERLINES OF STREETS SHOWN HEREON WERE
ESTABLISHED FROM RECORD MAPS. SELECT RECORD
MONUMENTS WERE TIED INTO THE PROJECT COORDINATE
SYSTEM TO ORIENTATE THOSE RECORD MAPS. BEARINGS
AND DISTANCES TAKEN FROM CENTERLINES IN THIS
DRAWING REPRESENT A BEST FIT COMPILATION OF RECORD DATA.
3. CENTERLINES, PROPERTY LINES, AND RIGHT-OF-WAY
LINES ARE INTENDED TO BE USED FOR A GRAPHIC
REPRESENTATION ONLY.
PDP 00..02 (C) /SP 144 (L) /RP 10-26/
CDP 10-17 / HDP 10-05 / SUP 10..02/
HMP 10..03
fsi=im7 ~ L_2_j ENGINEERING DEPARlMENT ~
§ OTHER APPROPRIATE AGENCIES. i B R OW N AND C A L D W E L L GENERAL NOTES ~ 9665 Chesapeake Drive, Suite 200 AGUA HEDIONDA SEWER LIFT STATION. FORCE MAIN,
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~ PHASE 2 (VC11B)
EWER AND LAGOON BRIDGE REPLACEMENT
AGUA HEDIONDA
LAGOON
-----PHASE 3 (VC12 AND VC13)
SEWER LIFT STATION AND FORCE MAIN ----------------------------------
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PHASE1
(VC14 AND VC15)
INTERCEPTOR
RELIEF SEWER IN
AVENIDA ENCINAS
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' A.T, & S.F, -~ I RAILROAD R/W SHEET PL-14
PHASE 1 (VC14 AND VC15)
INTERCEPTOR RELIEF SEWER IN AVENIDA ENCINAS
PROJECT LOCATION MAP
SCALE: 1' = 200'
0 100 200
SCALE: 1"' • 200'
PDP 00-02 (C)/SP 144 (L)/RP 10-26/
CDP 10-17 / HDP 10-05 / SUP 10-02 /
HMP10-03
fsiim7 CITY OF CARLSBAD I SHEETS I l__:_J ENGINEERING DEPARTMENT 25
f BROWN AND CALDWELL
0: 9665 Chesapeake Drive, Suite 200 AGUA HEDIONDA SEWER LIFT STATION, FORCE MAIN,
PROJECT LOCATION MAP
~ San Diego, Ca. 92123 AND GRAVITY SEWER REPLACEMENT PROJECT
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San Die10, Ca. 92123
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!:NCINECRI...C OE..,ARTMENT
PROPOSED EASEMENTS
AGUA HEDIONDA SEWER LIFT STATION, FORCE MAIN.
AND GRAVITY SEWER REPlACEMENT PROJECT
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SDG&E SUBSTATION
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SiC::M.[: 1· • 100'
B R OWN AND CA L DWE L L
8865 Chesapeake Drlve, Sulle 200
San Dieao, CA. 82123
PDP 00-0:Z (Cl/ SP 144 (L) / RP 10-.i&/
CDP 10-17/HDP 10-06/SUP10-02/
HMP 10-m I SHEET NAME I PL-05
1s~I CITY OF CARLSBAD
ENGINEERING OEPARlMENT
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PROPOSED EASEMENTS
AGUA HEDIONOA SEWER LFT STATION, FORCE MAIN,
AND GRAVITY SEWER REPLACEMENT PROJECT
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CONNECT TO EXJSTNG
10-WATER
CONNECT TO EXISTING
10"WATER
LAYOOWN
AREAS -------FIi-··--'---EW--
EXISTING JUNCTION STRUCTURE
LOCATION OF TEMPORARY BY.PASS PUMPING EQUIPMENT
EXISTING A.T. &S.F.-
RAILROAD R/W OPEN TRENCH CONSTRUCTION (ALL UTILITIES
BY.PASS PUMPING
PHASE 2 (VC11B)
LOCATION OF TEMPORARY BY.PASS PUMPING EQUIPMENT
RELOCATE EXISTING 8" SEWER LATERAL PROPOSED 6" WATER SERVICE
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EXISTING 12" HP GAS LINE
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LEGEND:
SEWER I • CONSTRUCTION BY.PASSPUMPINGFORCE------. ~-:;--= _ _ -------,'5--.._,r-. ~ --w ±I ~ ----------£ ----...__ __ '-____ ,z
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I l --=----~-----. -~-.?S------:::i; ------------------------PROPOSEDGRADING(FILL) -----------<'o---------------------_ _ ----------,s------------_ I
PROPOSED RECYCLED WATER (OPEN TRENCH CONSTRUCTION) __ ,.,,_____ EXISTING OVERHEAD TELEPHONE r ----NCTD RAILROAD ·--::POSED RELOCATION Of' ---
PROPOSED 8" WATER LINE REPLACEMENT Of' EXISTING 3"WATER ---EOE---EXISTING OVERHEAD ELECTRICAL EXISTING A.T. &S.F, EXISTING 12" HP GAS LINE
PROPOSED SEWER -EC -EXISTING GAS RAILROAD R/W
EXISTING SEWER TO REMAIN LS EXISTING SEWER
EXISTING SEWER TO BE ABANDONED OR REMOVED
EXISTING ABANDONED SEWER
EXISTING 12" HP GAS
RELOCATED 12" HP GAS
EXISTING 12" HP GAS TO BE REMOVED
TEMPORARY 2•• BYPASS FORCE MAIN
TEMPORARY •2"SEWER
---C\. EXISTING WATER
---so---EXISTING STORM DRAIN
-0--0---0--0--TEMPORARY CONSTRUCTION FENCING
~ LAYDOWNAREA
(1t:J PROPOSED MANHOLE
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BROWN ~ CALD WE L L
9685 Chesapeue Orl-.e, Suite 200
San Oieao. Ce.. 92123
POP00-02(C)/SP 144 (L)/RP 10-31/ I I SfEETNIHE I ~~:~~I HOP 10-05 / SUP 1o.«2/ Pl-06
fsiml CITY OF CARLSBAD I SfEETS I L_.!._j ENGlNEERINO DEPARTMENT 25
PROPOSED IMPROVEMENTS
AGUA HEDIONOA SEWER LIFT STATION. FORCE MAIN.
AND GRAVITY SEWER REPLACEMENT PROJECT
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OPENTRENOi
CONSTRUCTION
(ALL UTILITIES)
PHASE 2 (VC11B)
EXISTING 12" HP GAS LINE TO
BE RELOCATED ONTO llRJDGE
AND EXISTING PIPE AND
SUPPORTS TO BE REMOVED
FOR PIPELINE SEE BRIDGE
ELEVATION SHEETPl..·15
EXISTING BRIDGE AND 42" SEWER
TO BE REMOVED AFTER COMPLETION
OF PROPOSED BRIDGE
OPEN TRENCH CONSTRUCTION (ALL U_TILJT~ES)
TEMPORARY 42" DIVERSION
PIPE TO EXISTING LIFT STATION
PROPOSED JUNCTION
smucruRE No. 5
PROPOSED GRt,IOER FACILITY
ABANDON EXISTING 42" SEWER
PROPOSED 12" RECYCLED WATER
(OPEN mENCH CONSmUCTION)
PHASE 3 (VC12 AND VC13)
HOO/TRENCHLESS CONSTRUCTION (PROPOSED 30" ID SEWER FORCE MAIN.
OPEN TRENCH CONSTRUCTION (PROPOSED 12" RECYCLED WATER)
TEMPORARY CONSTRUCTION FENCE
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SCH.[: ,. -40"
BROWN AND CALDWELL
9665 Ch"""peake Drive, Suite 200
San Diego, Ca. 92123
PDP 00-02 (C) / SP 144 (L) / RP 10-28 / I I ""'ET NAM£ I CDP 10-17 / HOP 1CMl6/SUP 1CM>2/ PL-07
HMP 10-03
fsiiro7 CITY OF CARLSBAD I S>EETS I L..2....J ENGNEERl'«l DEPAR1MEHT 25
PROPOSED IMPROVEMENTS
AGUA HEDIONDA SEWER LFT STATION. FORCE MAIN,
AND GRAVITY SEWER REPLACEl,ENT PROJECT
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PHASE 2 (VC11B)
AGUA HEOIONOA
LAGCXJN
PROPOSED RETAINING
WALLS (3' TO g HIGH)
PROPOSED RETANING
WALL (3' TO 8' HIGH)
EXISTING PROPERTY UNE
HDD EQUIPWENT
LAYDOWN AREA AND
PIPELINE ENTRY PIT
PROPOSED
RETAINING WALLS
ANO ABUTMENTS
PHASE 3 (VC12 ANO VC13)
PROPOSEDBIO-F~TER
PROPOSED MCC AND
GENERATOR ROOM
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STATION
VISIBLE FACE Of
PROPOSED STRUCTURE
PROPOSED FOUL AR
BLOWERS TO BIO-FLTERS
-t\~$'
111~1
1rrn CABRILLO POWER
\ i I I 1 ~ ~T~~~,N FENC"1~G . TEMPORARY CON \ \ \iJr '\\
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. ----------
PROPOSED 12" RECYCLED WATER
(OPEN TRENCH CONSTRUCTION)
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/ _ ~ ~ • JO ----EXIS~~ -42" GRAVITY i ~
I ,.\. MH No.12 PRQ_PQSEO-JUNCTI6NsTRUCTURE No.4 SEWER TO REMAIN ..; ~
., ~ ----::~
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PROPOSED RELOCA TlON SEWER TO BE REMOVED EXISTING PIPE ANO SUPPORTS
OF 12" HP GAS LINE AFTER COMPLETION Of TO BE REMOVED
} PROPOSED BRDGE PROPOSED BRIDGE
; SEE SHEET PL-17
f FOR PIPELINE SEE BRIDGE
j LEGEND: ELEVATION SHEETPL-16
· TEMPORARY 42" DIVERSION
PIPE TO EXISTING UFT STATION
PROPOSED JUNCTION
STRUCTURE No. 5
~ -------PROPOSED RECYCLED WATER (OPEN TRENCH CONSTRUCTION) ,,.. ____ _
~ -------PROPOSED 6" WATER LINE REPLACEMENT Of EXISTING 3"WATER i :::::::::::::: PROPOSED SEWER ---EC·-EXISTING GAS ~ -------EXISTING SEWER TO RE-c.s ---EXISTING SEWER
---EO>E-C---
EXISTING OVERHEAD TELEPHONE
EXISTING OVERHEAD ELECTRICAL
i EXISTING SEWER TO BE ABANDONED OR REMOVED --E\. EXISTING WATER
6 ::::::::::.=.=_ EXISTING ABANDONED SEWER ---so--EXISTING STORM DRAIN I ------EXISTING 12" HP GAS --<>--<>--<>--o TEMPORARY CONSTRUCTION FENCING
EXISTING12"HPGASTOBEREMOVEO ~ LAYOOWNAREA
--Jo----~"' Jr>~
.?.5-· _\ ___ _ _ --~-G UFTSTATION -
PROPOSED _ -,~ocm~.,•= _ -L'""""""' DEMOLISH EXl:J~NCOMPLETION OF --c~ ONSTRUCTION FENCE SEE SHEET PL-OIi) --
' -~
--EXISTINGAT.& .
PROPOSED GRINDER FACILITY
PROPOSED 12" RECYCLED WATER
(OPEN TRENCH CONSTRUCTION)
RAILROAD RN>/
___ __,__ -----
PDP ~2 (Ci /SP 14-4 (L) /RP 1().26/ 11 SHECTNMIE I ~~~ ~~ I HOP 10-05 / SUP 1(M)2/ PL-08
O 20 40
Sl:IIL£:: •• -40•
Jsiml CITY OF CARLSBAD I S>£ETS I L.!__j ENGNEERJ..0 DEPARTMENT 25 I RELOCATED 12"HPGAS
TEMPORARY 24" BYPASS FORCE MAIN [Ji] PROPOSED MANHOLE B R Ow N AND C A L D w E L L PROPOSED IMPROVEMENTS
!': -------TEMPORARY 42" SEWER 9885 Chesapeake Dri-.e, SUite 200 AGUA HEDIONDA SEWER LIFT STATION, FORCE MAIN, I So.n Dieao, Ca. 92123 AND GRAVITY SEWER REPLACEMENT PROJECT
~"
CONTROL PANEL
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EXISTING LIFT STATION TOP SL.AB
DEMOLITION PLAN
SCALE: 114" = 1·.0-
EXISTING LIFT STATION BOTTOM SLAB
DEMOLITION PLAN
SCALE: 114" = 1•.0-
.,o-,
EXISTING GENERATOR BUILDING
EAST ELEVATION
SCALE: 114" = 1'-0"
~
·CONCRETE
BLOCK WALL
Q,~
TANK
~--~ TANK
•==
·LOUVER
EXISTING GENERATOR BUILDING
DEMOLITION PLAN
SCALE: 1/4" = 1•.0-
EXISTIN•
GRADE
42"'SEWER
l:L. 1\$
EXISTING LIFT STATION
SECTION A-A
SCALE: 114" = 1'-0"
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~S,,O~w, n ou r1trr~
.J04 $$ St,-&.~. M QA X 2" ,-
WWF 6X&-..... ,t_.( 5 -----'
•-r11..c
(TO BE REMOVED AND BACKFILLED)
OVERFLOW BASIN SECTION
SCALE: NONE
2·-0·
EXISTING
GRADE
,-.~T>tlCOliOiOTCOIEltWAU.S
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EXISTING LIFT STATION
SECTION B-8
. ""-'"' T~C. IC("tW.h C~'"tUCll~ .,,. co,n M°""O ,-ClllfM['Jt ll 01" 5,-. SC..Dl"rD UC•
CONSTRUCTION .IOlNT @
NH
BROW N AND CA L DW ELL
11885 Ch--.pul<e Orin, Suite 200
S1111 Die10, Ce.. 82123
SCALE: 1/4" = 1'-0"
PDP 00-02 (C) / SP 144 (L) / RP 1o-26/
CDP 10-17 / HOP 10.051 SUP 10-02/
HMP 1().()3 ISH~~:t1
I s~:IT I CITY OF CARLSBAD
E 'lifGINEE~NC CEPAFHM:"11
PROPOSED DEMOLITION
jsHffis] ~
AGUA HEDIONDA SEWER LIFT STATION, FOR.CE I\IAJN.
AND GRAVITY SEWER. REPLACEMENT PROJECT
~
EXISTING ft.
AGUA HEDIONDA
LAGOON
LEGEND:
► PIPE / SWALE FLOW
-SURFACE FLOW
EXISTING INFLITRATKJN BASIN
~
PSlt_
PROPOSED
GRJNDER FACLITY
PROPOSED
LIFT STATION
LEGEND:
D LIMITS OF CUT
D UMITSOF FU
EXISTING~-~-.,,..--.JO-
RAILROAD R/W&S.F.
I STORM ORAN PIPE RN{ .. • • • • • • 24" STORM DRAIN PIPE-' N BASIN WITH -• ---· ·-I I I
r INFIL TRA TIDN BASIN wi-'
OVERFLOW TO SWALE LEGEND:
□ EARTHEN COVER ii~
Ii :i
RIVER ROCK OR
VEGETATED SWALE
~ilfflllin] GRAVEL COVER
D ASPHALT PAva.ENT
~ PCC PAVEMENT ~ (PORTLAND CEMENT CONCRETE)
~
-,-,---: --~----~~ ~~ j -~~~ ~---.30-___ -
' .
CURB t,JC~B AND GUTTER
EXISTING~~;,,--·»
RAILROAD R/W & SF.
CUT
77,471 CUYD
(CUT)
GRADING QUANTITY TABLE
Fill. GRAVEL IMPORT SOIL EXPORT SOIL IMPORT
39,058CUYD 7,767 CUYD 7.069CUYD
(FILL) (IMPORT) (IMPORT]
~ IC:M.C ,~-40'
BROWN AND CALDWELL
9685 Ch-peake Dl'ITII, Suite 200
San Diqo, Ca. 92123
38,579CUYD
(EXPORT)
PDP ()().()2 (C) / SP 144 (L) / RP 1~26/ I
CDP 1~17 / HOP 1o.o!i / SUP 10-02/ I~';'.'~ I HMP1~ •
fSHilil CITY OF CARLSBAD I SHEETS I ~ ENGNEERl"olG DEPARTMENT 25
STORM WATER MANAGEMENT
AGUA HEOIONDA SEWER LFT STATION. FORCE MAIN,
ANO GRAVITY SEWER REPLACEMENT PROJECT
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HDDITRENCHLESS CONSTRUCTION (PROPOSED 30" ID SEWER FORCE MAIN
OPEN TRENCH CONSTRUCTION (PROPOSED 12" RECYCLED WATER)
PHASE 3 (VC12 AND VC13'"
HDDITRENCHLESS CONSTRUCTION {PROPOSED 30" ID SEWER FORCE MAIN
OPEN TRENCH CONSTRUCTION (PROPOSED 12" RECYCLED WATER)
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fBHml/ CITY OF CARLSBAD 118"'"'111 j ~ ENGNEERJ'«3 DEPARTMENT 25
PROPOSED IMPROVEMENTS I
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HDDfTRENCHLESS CONSTRUCTION !PROPOSED 30" ID SEWER FORCE MAIN
PHASE 1 NC14 AND VC15)
OPEN TRENCH CONSTRUCTION OPEN TRENCH CONSTRUCTION (PROPOSED 12" RECYCLED WATER) (PROPOSED 54" ID GRAVITY SEWER AND 12" RECYCLED WATER)
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f""s-'ml CITY OF CARLSBAD I SHms I ~ ENCINEEFcl!IIC CEfl'ARTMEHT 25 I . = ~ I B R O Yi N AND C A L :; ;-L.,,,1
f 11885 ChN&pH l<e Orin,, Sulta 200 AGUA HEDIONOA SEWER LIFT STATION. FORCE WAIN. I San Diego, Ce.. 92123 AND GRAVITY SEWER REPLACEMENT PROJECT
PROPOSED IMPROVEMENTS
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OPEN TRENCH CONSTRUCTION
(PROPOSED 54" ID GRAVITY SEWER AND 12" RECYCLED WATER)
PHASE 1 (VC14 AND VC15)
MICROTUNNEL TRENCHLESS CONSTRUCTION (PROPOSED 54" ID GRAVITY SEWER
PROPOSED 12" RECYCLED WATER
(OPEN TRENCH CONSTRUCTION)
OPEN TRENCH CONSTRUCTION ( PROPOSED 12" RECYCLED WATER)
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11685 Cll-pea.ko Dri.,., Sulte 200
Sall Die1a, Ca. 92123
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~ CITY OF CARLSBAD I """ETS I ~ E"'ICINEE~NG 01:lil'A~TMEHT 25
PROPOSED IMPROVEMENTS
AGUA HEDIONDA SEWER LIFT STATION, FORCE "'AIN,
AND GRAVITY SEWER REPLACEMENT PROJECT
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OPEN TRENCH CONSTRUCTION ( PROPOSED 12" RECYCLED WATER)
PHASE 1 (VC1'4 AND VC15'
OPEN TRENCH CONSTRUCTION
(PROPOSED 54" ID GRAVITY SEWER AND 12" RECYCLED WATER)
....
ICAl.£:r--o-
BROWN AND CA L DW ELL
POP 00-02 (C) / SP 144 (L) / RP 10,26/
CDP 10-17 / MOP 1= 1 SUP 10-02/
MMP 10-03
I 9ttt~l MAME I PL-14
~ 11 CITY OF CARLSBAD 11 SH::lS I ~ f NGNEERl'IG 0EPARTMEHT 25
PROPOSED IMPROVEMENTS I .. _
1
11885 C.-puke Orin, 9ulle 200 AGUAHEDIONDASEWERLIFTSTATION,FORCEMAIN.
~ 9'm Die110, Ce.. 11212:1 ANO GRAVITY SEWER REPLACEloENT PRWECT I
70
80
50
40
30
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90
80
70
60
50
40
30
AVENIOA ENCINAS EASEl,ENT
& ~-1""-····· ~ ·J \ ..
a~~} } PRoLzl
EL UNK ··· · ··· ·· RECYCl£O.WATER TOPEL=43.S
ex ELEClRICAL
ELUNK
SECTION @
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PROP 54• ID SEWER
IE= 35.A8
70
80
50
40
30
AVENIDA ENCINAS EASEMENT
ex CURB ANO GUTTER
SOVTHBOUNO
(.AN.
EX:~HP~J ___ _,,,El,,_,0,c,NK .•.........
E?(1cf~¢P.WATER
TOPl;,~::(;ll~
~ .. :::: . .-:········.·::·:::
. . . . .... . . ....
.................... IE•30.&··· ... . .· .. ::::::::.:::::·:::::::::: ::: .. :::.: ~~2~~;·0~ ... :.::::: ... : .......... .
20
SECTION @
SCAL.C: 1••10'
90
80
70
80
50
40
30
. NORTHBOOND
\-~=~ !OP EL= &6.7
EX 3<~P (;AS ..
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... ex SIDEWAU<
Al/ENDA ENCINAS EASEMENT
sil1JiH·BOUND
IM.ES
EX.MEDIAN
NORTMBOOND
~.Eli.
EX CURB AND GUTTER
--90
EX.SIDEWAU<
80
LJ ······· ··· ········· ··1:1 I I z ' -~ ------___ ___,.. Ill,, ----..... ~----\T .. t =....10 ······ ·•· j
~~~:1~ RECYCl£0WA~~::
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· : ~ll3"HPOAS
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. ex ELECTRICAL
..• ... . ELUNI< EX HI" ACPWATER
TOPEL•M.6t
l··············· .... ·•· ........ .
··· EXTELEPHONE
El \JNK
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SECTION @
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80
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EX3•HPGAS
1:L4NK .
60
50
40
------------30
20
~o
~ ,. -10'
B R OWN AJID CALDWE L L
9685 Chesapeake Dr!TI!, Suite 200
San Oiq o, Ca. 92123
50
40
30
PDP 00-02 (C) /SP 144 (L) /RP 1~26/
COP 1~17/HDP 10-05/SUP104!/ ,~~ I
HMP1=
I -~ 11 CITY OF CARLSBAD I I SHEETS I
ENGINED~NG OEPAR'TMEHT 25
CROSS SECTIONS
AGUA HE0IONDA SEWER LFT STATION. FORCE MAN.
ANO GRAVITY SEWER REPLACEMENT PROJECT
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C0l~ -Faw TE HOlE8
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I
+10'-C"(MSL) I $ 1STFL FF L-------------~ ,--------------------..._______ _ ____ _J
CD WEST ELEVATION
<lRINDER FACIUTY
$ +32'-C" (MSL)
2NDFlFF i
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STRUCT\JRE /JI BElOW GRACE
----_J
C.IP. 00NCRETE WI HORIZ0NTAI.
FORM LINER PATTERN
~D ENCLOSURE
VEHICLE GUARDAAI..-IIEV0N'.l
CONC,MECH
~PAD
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NOSCAL.E D i ~~ ~~ ii ~ ~ O 4 I [-:r I(
POP 0042 (C) I SP 1-44 (L) / RP 10-a I
CDP10.17/H'.>P1o..011/91.P104ll
HMP 111-m l~~I I ---,~ CITY OF CARLSBAD II~ I -NOllU'MmlEHT :Ill
B R OW N .l)II) C A L D lf E L L I ELEVATIONS I
■ 1 N$5 Ch---l>rtM, 9utia 800 NJUA~IIEWERLFTITATION.f'ON:EMAIN. JI !Ian Diaco, Ca. 1121113 NICJ OAAIIITY SEWER REPI.ACEIENT PROJECT I
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16TFLFF
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54-INCH PIPEUNIE
•l'.Z-(MSLJ s ~ ~ ♦T-1"(1o19L)
"-..___""--------------------------------:t1'4'JMSL) _____________________________ /
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l'-U'HIGH
SECIJRITY GATE
+ 30'~ (MSL) .-.
EXISTING YIICAAQUATIC CENTER 8TRUCTURE8
(ENm1 TONE C0l.OR wmi WAVE FORM LINER
TEXT\JRING ANO Nm-GRAf'FITI COi'\ TINO) if NORTN AIRITIIENT/RETAINING WALL
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I D i EAST BRIDGE ELEVATION
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BROWN A11D CA;:;;~~: ELEVATIONS
11886 CIINaJlll"b ~. !lul.t. 800 NJIJAHEDIONDA!IEWERLFTSTATION.RJRCE-, f San DMp, C&. IIIRU9 AND ClRA\lfTY IEMR REPI.ACEYENT PROJECT
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OPEN TRENCH
~ 2 llRJvEwA YS _filLJJ I II I II II I fl LL_ -11.1 l.1.LJ.LJ.JIJ c_ ~b -c--__.._____ ~
I .. 2DRIVEWAYS
AVENIDA ENCINAS
54"SEWER
STAGING PLAN
SCALE· 1' • 80'
-----~ ~
MATCHLINE
SEE BELOW
FOR CONTINUATION
LEGEND: ~ UMITSOFWORKAREA
NOTES:
1. LIMITS OF OPEN EXCAVATION CONSlRUCTION STAGE SHALL NOT EXCEED 400
FEET IN LENGTH.
2. CONTRACTOR SHALL OBSTRUCT ONLY ONE TURNING LANE, PER ROAD SIDE
BUSINESS PARK, AT ANY ONE TIME.
3. CONlRACTOR SHALL NOT HAVE MORE THAN ONE CONSlRUCTION STAGE AT A
TIME WITH OPEN lRENCH ACTMTIES OCCURRING.
4. CONTRACTOR SHALL USE K-RAIL CONCRETE BARRIERS TO DELINEATE ANO
PROTECT THE CONSlRUCTION ZONE.
5. FOUOWING PIPE INSTALLATION AND BACKFILL OF EACH CONSlRUCTION STAGE
THE CONTRACTOR SHALL CAP IMPACTED ROADWAY SURFACE WlTH HOH,IIX
A5PHAL T. CONTRACTOR SHALL Pl.ACE TEMPORARY DOUBLE YELLOW STRIPING
ALONG BOUNDARY OF REMOVED HAR0SCAPE MEDIAN UNTIL RAISED MEDIAN IS
REPLACED IN KIND.
6. CONTRACTOR SHALL REPlACE IN KIND ANY LANE STRIPING IMPACTED DURING
CONSTRUCTION IMMEDIATELY FOLLOWING COMPLETION OF EACH STAGE.
7. WHILE CONSTRUCTION ACTMTIES ARE OCCURRING wm-tlN A SINGLE STAGE,
THE CONlRACTOR SHAU NOT OCCUPY MORE THAN 100 FEET OF EITHER THE LEAD OR LAG STAGE FOR CONSlRUCTION ZONE ACCESS.
8. AT CONSTRUCTION STAGES WIERE TRAFFIC IS TEMPORARILY REDUCED TO A
SINGLE TRAVEL LANE THE CONTRACTOR SHALL PERFORM NIGHT CONSlRUCTION
OR PROVIDE FlAGGER CON"TROl UNTIL SEGMENT IS COMPLETED.
9. MAINTAIN A MINIMUM OF ONE LANE OF lRAFFIC IN EACH DIRECTION FOR ALL
STAGES UNLESS NOTED OTHERWISE.
10. ALL WORK WILL BE PERFORMED DURING NORMAL WORK HOURS UNLESS
APPROVED OTHERWISE BY THE ENGINEER.
11. STAGES ARE NOT REPRESENTATIVE OF CONSTRUCTION ORDER.
12. SEGMENT MAY REQUIRE FlAGGER TRAFFIC CONTROL AND/OR NIGHT TIME
CONSTRUCTION. SUBJECT TO ENGINEER APPROVAL AND CMC 8.-48 010.
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MATCHLINE
SEE ABOVE
FOR CONTINUATION
b
AVENIDA ENCINAS
54"SEWER
STAGING PLAN
SCALE: 1 •• 80'
r --
STAGE 10
Ql'E.1'1 TRENCH &
~t,11'1~
MATCHLINE
SEE SHEET Pl.-19
FOR CONTINUATION
12" RECYCLED WATER
STAGING PLAN
SCALE: 1• = 40'
PDP 00-0:2 (C) / SP 144 (I.)/ RP 10-26 /
CDP10-17/HDP10-05/SUP10-02/
HMP 10-03 1~~·1
I I SHEET II CITY OF CARLSBAD II SHEETS I 18 E-,URING CEPARTUENT 25
• 0 40 ., BROWN AND CALD WE LL TRAFFIC STAGING PLAN
_,, , .• _,. 11886 Cheaapeeke Drlve, Suite 200 AGUA HEDIONOA SEWER LFT STATION, FORCE MAIN. 1 San Die10, C... 112123 AND GRAV1TY SEWER REPl.-'CEMENT PROJECT 11
J
i
! 8
------,_
::::-
MATCHLINE
SEE SHEET PL-18
FOR CONTINUATION
40~i,..'(S
• • • v • •' • • • 'u '• • • • u '• • •'' •'
,._\{EN\01'-El-lc1N/>.S
54'SEWER
STAGING PLAN
SCALE: 1• s 80'
ti:~ I~ og I& ~
MATCHLINE
SEE BELOW FOR
CONTINUATION
!t------------------------------------------------------J
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6
~"
MATCHLINE
SEE ABOVE
STAGE 15
OPENTREHCH
SEE NOTE 8
STAGE 18
OPEN TRENCH
SEE NOTES
FOR CONTINUATION
2DRIVEWAYS ... -. -... -.......... -.. .
-·~c ~:~ \. <-
-=-=....c:___ ---...c---'. ~-.Y ~ ~-~-~ ____,_
STAGE 19
OPEN TRENCti
NOTES
STAGE20
OPEN TRENCH
SEE NOTE 8 1 DRIVEWAY
I
\.'a. 1
1
DRIVEWAY _j
11
-• " " " " ' " " "
I ;·N.!JIJJI 11 1111 i ~I 11 I I I I I II I I I I 111 11
STAGE22
QPENTRENCH
SEENOTE8
54"SEWER
STAGING PLAN
SCALE: 1" a 80'
STAGE23 STAGE25 ClPENTRENcH
SEE NOTE a
-
L..., --------
LEGEND:
~ LIMITSOFWORKAREA
NOTES:
1. LIMITS OF OPEN EXCAVATION CONSTRUCTION STAGE SHALL NOT EXCEED 400
FEET IN LENGTH.
2. CONTRACTOR SHALL OBSTRUCT ONLY ONE TURNING LANE, PER ROAD SIDE
BUSINESS PARK, AT ANY ONE TIME.
3. CONTRACTOR SHALL NOT HAVE MORE THAN ONE CONSTRUCTION STAGE AT A
TIME \MTH OPEN TRENCH ACTIVITIES OCCURRING.
4. CONTRACTOR SHALL USE K-RAIL CONCRETE BARRIERS TO DELINEATE AND
PROTECT THE CONSTRUCTION ZONE.
5. FOLLOWING PIPE INSTALLATION AND BACKFILL OF EACH CONSTRUCTION STAGE
THE CONTRACTOR SHALL CAP IMPACTED ROAIJWAY SURFACE WITH HOT·MIX
ASPHALT. CONTRACTOR SHALL PLACE TEMPORARY DOUBLE YELLOW STRIPING
ALONG BOUNDARY OF REMOVED HARDSCAPE MEDIAN UNTIL RAISED MEDIAN IS
REPLACED IN KIND.
6. CONTRACTOR SHALL REPLACE IN KIND ANY LANE STRIPING IMPACTED DURING
CONSTRUCTION IMMEDIATELY FOLLOWING COMPLETION OF EACH STAGE.
7. WHILE CONSTRUCTION ACTIVITIES ARE OCCURRING WITHIN A SINGLE STAGE.
THE CONTRACTOR SHALL NOT OCCUPY MORE THAN 100 FEET OF EITHER THE
LEAD OR LAG STAGE FOR CONSTRUCTION ZONE ACCESS.
8, AT CONSTRUCTION STlt.GES WHERE TRAFFIC IS TEMPORARILY REDUCED TO A
SINGLE TRAVEL LANE THE CONTRACTOR SHALL PERFORM NIGHT CONSTRUCTION
OR PROVIDE FLAGGER CONTROL UNTIL SEGMENT IS COMPLETED.
9. MAINTAIN A MINIMUM OF ONE LANE OF TRAFFIC IN EACH DIRECTION FOR ALL
STAGES UNLESS NOTED OTHERWISE.
10. ALL WORK \MLL BE PERFORMED DURING NORMAL WORK HOURS UNLESS
APPROVED OTHERWISE BY THE ENGINEER
11. STAGES ARE NOT REPRESENTATIVE OF CONSTRUCTION ORDER.
12. SEGMENT MAY REQUIRE FLAGGER TRAFFIC CONTROL AND/OR NIGHT TIME
CONSTRUCTION. SUBJECT TO ENGINEER APPROVALAND CMC 8.◄8.010.
-----·-
-
12" RECYCLED WATER
STAGING PLAN
SCALE: 1"•<40'
PDP 00-02 (C) / SP 144 (L) / RP 10-26 /
CDP 10-17 / HOP 10-05 / SUP 10-02 /
HMP 10-03 I ~'i: ;';"E I
fsim 11 CITY OF CARLSBAD I I SHEETS I ~ EHGINEERING DEPARTMENT 25 I J O 40 ., BROWN AND CALDWELL
6: """" 1 •• 10, 9685 Che.apeake Drive, Suite 200 AGUA HEDIONDA SEWER LIFT STATION, FORCE MAIN,
TRAFFIC STAGING PLAN
j San Die10, Ca. 92123 AND GRAVITY SEWER REPLACEMENT PROJECT
I
'I
11
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LEGEND -..........
TREES (15 gal. and 24" box) IUCh aa: •
c.mmon .....
STRA'M!IERRY TRU
CAJEPVTTREE
MAX. HEtGHT QUANTTJY
25FT.
35FT.
AA8IIT1J$ UNEOO
MElAL£UC-. QUINQUENERW.
METEROSDEROS EXCELSUS NEW Zl:AlNIO CHRISlMAS TREE 30 FT
SHRUBS (5 gal. and 15 gal.) ouch as:
0 COTONEASTER L.ACTEUS
0 CNUSSA MAatDCNIPA
GROUND COVER (IUCh aa):
PAP.H£Y COTONEASTER
NATALPUJM
C:=J ACACIA REDOlENS 'DESERT CARPET' PROSTRATE ACACIA
lrl't'OPORUM PARV'IFOU\.M
UMONIUM PEREZII
PROSTRATE MYCIPORt.A,t
SEALAVENOEA
~ AGAPNITHUS AFRICAHUS
OSTE06PERMUM FRUITICOSUM
BASIN GROUND COVER (IUCh as):
LI. Y Of THE NU.
TIWLU+O AFRICNt DAISY
C:=J LEYMUS TRl11COIJES CREEPWGWLORY!!.
PAVING MATERIALS
~ POlmNl0 CD!ENT ~
17 ASPHAl T PAVEMENT
C:=J GRAVE\. COi/ER
SEED MIX SPECIFICATION
,._,.,,.
ATRIPLEX LEHTFORMcS
MIMlN..US AURANTIACUS
Ar.HI.LEA MLLEFOLIUM
ERKJPtM.l..LM CONFERTFLORUM
HEI.IOTROPIUM CURASSAIIICUM
LOTUS 8COPNUJS
NASSELLA PULCHRA
NASSEUALEl'10A MEUCA IMPERFECTA
OtSl1CttJS SPICA.TA MUH.EN8ERG&A RIGENS
ESCHS0iOUIA CALIFORMCA
CAST~ EXSERTA
LUPtNUS BICOLOR
LUPtNUS SUCCULENTUS
P\AHTAGO ERECTA
El'lt.08IUM_~
TOTH.
c-mon-
BREWERS SAi. T1IRUSH
MONl<EY FLOWER COMMON YAAAC/N
OOUlEN YAAAC/N
WI.O HEIJOTR0PE
DEEAWCED
PURPLE NEEDLE.GRASS
FOOTH.l.L NEEOLEORASS
COI.STRANOEMEI.IC
SAi. TGIIASS
DEERWEEO
CALIFORNIA POPPY
PURPLE OWLS a.OVER
MtflA Tl.ltE WPlflE
ARRl:YfOLUPINE
OWAAFP\.ANT~
CALIFORNIA FUCHS!.'
SEED INSTALLATION NOTE
U.JAc.
2.0
0.2& 2.0
1.0
0.2S 0.2S
0.5
0.2S
0.2S
0.50
OIIO 0.110
0.25
OJ!O
0.110
0.50
0.26
,o.a
INSTALL SEED MIX ON AU. BARE SOil EXPOSED 9Y 8RDGE. A8UTMEHT ORAOttG
ANO CONSTRUCTION ON 80TH aeoes OF lA000N ~EL
ON UNDEVELOPEO SITES UNPROTECTED VEGETATION REMOVED AS A R£Sll. T OF COHSTRUCTlON SHAU BE REVEOETATEO wmi
T>E SEED MIX AMNE. IMlROSEEDED P£R 00NTRACT SPECIFICATION SECTlON o:zao. AREAS TO BE KYDR08EEDED Will. BE DELINEA TEO BY PROJECT
BK)U)G{ST N#O ..a.UDE MICROTUNNELING. TREN0t DIGGING, STAGING AREAS.
MIJNTENANCE RO>DS N¥:J UHAKTICIPATEO IMPACTED AREAS
PLAN NOTES
[I) TREES LOCATED TO SCREEN V,EWS NT0 PROJECT. m SCREENINGSHRUBSt.WNTANEDTOIFEETAGA»ISTWAU.
[I] fJRASS..PLAHTED VEGETATED SWN.£
[!] VEGETATED~FI..TRATIONBASIN
[!] RNSED PLANTER· 2...-TO YT TALL
an.
SFT.
2FT.
81NCHE8
2 FT
2FT
1 FT.
1 FT.
11
12
BRIOGE ABUTMENTS CSEE SEED
INSTAUATION NOTES)
G) WES~7"~~TION
@ SOUTH ELEVATION
-:-----------~
[!) EDGE OF IRRJ<
0 I FOOT HtOH. BLACK VINYi. CO
i " -!.J EDGE OF IRRJGATED I.AHOSCN'E
_ [!) 8FOOTHIClH.BIACKVIHYUXlATEOQ!AfjLH(FENCEPERDETAA. ~
GATEWIOTMASJ SPECIFE!
8INCU LEAF GATE TO W-4', OOU8tE LEAF
GATE OVER 14'.Q"
81.ACK~COATED
CHAI...-MESH (TYP)
}-!!---TENSION WIRES
(TYP)
HORJZONTM. BRACE
wmt TRUSS R00S
CONCRETE ENCASEMENT
AU. EHCASCME.NTS SHM.L HAVE
At•~ MltCNE. GROUND LEVEL
MINIMUM DEPTH 30'" ANO MlfllMUM
DIAMETER fr FOR LIE. ENO ANO CORHER POST HOl£S
CHAIN LINK FENCE DETAIL
NOTTO SCALE
POP~ (C) / SP 144 (L) / RP 10-26 /
COP10-17/HDP10-05/SUP 10-02/
HMP 10-03
,~~,
II ' PLAN ·1 I -
I ~ = i i•II ~-BROll'N ... CALDWELL f 9665 Chesapeake Drive, Suile 200 AGUA HEOIONOA SEWER LFT STATION, FORCE MAIN,
fs'mll CITY OF CARLSBAD II SHEETS I ~ ENOINEERINO CEPARTIENT 25
LANDSCAPE CONCEPT PLAN
' iaao ,....,n •-11tmW 100, c......,,_ co -San Die10, Ca. 92123 ANOGRAVTTYSEWERREPI.ACEMENTPROJECT z_ (NO) 9111.-0?80 ru (NO) Nl-&?44
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81'-0"
NOT INCl.UDED IN AREA
rE'ICTF.R'rOP. STAIRWELL IS
,-+.-,--;-~-~-.. :-:-:-:-. : h .Jl!II]. tL....-.. -;_ _ _____,·~-"T:7':-r-:7 .....
: -~-~ /.' ... ~·-:~i ·,. ·.:. :\;; .:~·t,\", ;._ •.
LIFT PUMPS
f:.i m[] ~, IIJJ IIJJ IIJJ IIJJ
g}\
' .·.:.
68'-8112" 7
~ :1 . : ·. . er .. ~--·.--~ •.
WETWELL OfilJ
•.• • 1-•~:
, .. ,, .... ··-. r~-
1 · •• :•,, l.•
~
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.•
FORCE MAIN PUMPS mD
q,
f;j [J] [J] ID] [J]
,-----\11111111 111111111111111 111-. If'·",/ -~. : .... : ....... -~ .: ~ -,.;")
86'-0"
LIFT STATION FIRST FLOOR-5,373 SQ. FT.
~
~ i(l
SCALE: ~._1'-0"
EXTERIOR STAIRWELL IS
NOT INCLUDED IN AREA
GRINDER I 5()() I
<==>
35'-0"
GRINDER FACILITY -875 SQ. FT.
SCALE: ~"=1'-0"
\ I
\ I I. i:l
21'-6" II
I GENERATOR !20Cl!
'ZNT
;I
ELECTRICAL [fill
• I n--' ~ NI II
.... ~ ::?, __,._,
~ N
11 9'-10"
ll~i
. .. -
LIFT PUMPS
I 204 I
68'-8112"
✓i i<Qi I I
WET WELL I 205 I
FORCE MAIN PUMPS
I 206 I
81'-0"
LIFT STATION SECOND FLOOR-7,273 SQ. FT.
SCALE: ~""1'-0"
. . ... l1 i<::::71 10'-9 112"
r.1
~
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BUILDING AREA SQUARE FOOTAGE
No.
m[]
OfilJ
T1021
I 200 I
[fill
i201e!
I 202 I
I 203 I
I 204 I
! 205 I
I 2IMl I
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ROOM
LIFT PUMPS
WET WELL
FORCE MAIN PUMPS
GENERATOR
ELECTRICAL
ENTRY
TOILET
OFFICE
LIFT PUMPS
WET WELL
FORCE MAIN PUMPS
GRINDER
KEY MAP
NO SCALE
AREA
1,1145$0 FT
550SQFT
2,878SQFT
719SO FT
895.5SQFT
103SQFT
88.5SQFT
123SQFT -2.080SOFT
927.5SQFT
2,337 SOFT
875SQFT
POP00-02 (C)/ SP 144 (l)/ RP 10.28/
COP10.17/HDP10-05/SUP10-02/
HMP 10-03 I~-~,
[ailEET 'I CITY OF CARLSBAD II SHEETS I ~ OGNEEAING CEPARTMEHT 25
BROWN AND CALDWELL
11685 Che,eapeake Drive, Suite 200
San Dle10, Ca. 92123
BUILDING LAYOUTS
NJUA HEDtOND,t, SEWER LFT STATION, FORCE MAIN.
AHO GRAVITY SEWER REPLACEMENT PROJECT
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LOOKING FROM 1-5
NOTTO SCALE
11--------------------------------------~ ~
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NOTTO SCALE
LOOKING FROM GARFIELD STREET
NOTTO SCALE
PDP 00-02 (C)/ SP 1-44 (L)/RP 10-26/
COP 10-17 / HOP 10-05 / SUP 10-02 /
HMP 10-03 l~E~E,
fsHrn 11 CITY OF CARLSBAD 11 SHEETS I ~ ENGINEERING llEPARTMEKT 25
! II ~ I ■-11 ~~-BROWN AND CALD WELL
.: ------------------9665 Che■apeal<e Drin, Suite 200 AGUA HEDIONOA SEWER LIFT STATION, FORCE MAIN, I 1600 r~1 A=.., ~.l,"'l;..~:,!'t -San Dleeo, Ca. 92123 ANO GRAVITY SEWER REPLACEMENT PROJECT
VISUAL SIMULATIONS
LOOKING NORTH
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LOOKING SOUTH
NOT TC NOTTO SCALE
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NOTTO SCALE
PDP ~2 (C) / SP 144 (L) / RP 10-26 / I SHEETH-'ME I
~i~;/HDP10-05/SUP10-02/ PL-23
fsimll CITY OF CARLSBAD II SHEETS I ~ ENGINEERING OEPAATMENT 2S
ARCHITECTURAL RENDERINGS i . . II B R O W N AND C A L D W E L L
.: LOOKING SOUTHEAST ~~~~'.:::~~~~~~~~~~~~--9685 CbeHpeake Orin, Suite 200 AGUA HEDIONDASEWERLIFTSTATION,FORCE MAIN, i NOT TO SCALE 1NO r~) •=.,. ~~°'l~,!'t -San Diego, Ca. 92123 ANO GRAVllY SEWER REPLACEMENT PROJECT
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-.,-----,ar:::.i"' ~~--------------1---... -~--------------25--
0
IQ ·~ ·1~ !z 0 ,u
--1 ·~ --N ..J I a. ,w
Ii w w (/)
w z :J
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t 5 ~JOI ------~---___ , -----------15
. I I I I_:: / :5-----------==-. _ 15 -~ I --2. ~ -----! -------------------------~--------_ _1.__ --------------T EXNCTDRAILROAD
-EXA.T.&S.F.
70
60
50 w 40 ~ 30 g-20
:::, 10
0
-10 D-+00
1.5
~ -=------, ,,.
D-+50 1+00
Station
SECTION A-A
RAJLRO!,O Rm
1+50
70
. 60
50
!!l 40 ! 30
5' 20
:::, 10
0 0
,-,---
r-r-
,-,
-
-10 D-+00
~ ~ ., 0
'""' i
·J ~~
'1% "~ ~ --~ ~~ ,,. . _.,
D-+50 1+00 1+50
Station
SECTION 8-8
EX BRIDGE ANO 42" SEWER ..J I --------------~
:::~ ~~~
·-ow
u;l!i i <llu "'
~~ <u ~w= , , r , 1 , , ~m~ r~ t--l -~----j -1---j
I -
D-+50 1+00
Station
1+50 2+00
SECTION C-C
BASIN SLOPES TABLE
NUMBER MINIMUM SLOPE MAXIMUM SLOPE COLOR 2D AREA (SQ FT) 3D AREA (SQ FT)
1 0.00% 15.00% • 26,288 26,329.26
2 15.00% 25.00% I[ 2,886 2,939.87
3 25.00% 40.00% ■ 2,265 2,379.48
4 40.00% >40.00% ■ 18.292 21,571.80
NOTE:
AU. SLOPES SHOWN IN SECTIONS AAE. AVERAGE SLOPES.
POP00-02 (C)ISP 1« (L)/RP 10-26 /
CDP10-17/HDP10-05/SUP10-02/
HMP 10-03
I SHEET NAME I PL-24
I t B R O W N AND C A L D W E L L CROSS SECTIONS
6, 11665 Chesapeake Drive, Suit.e 200 AGUA HEDIONOA SEWER LIFT STATION, FORCE MAIN,
0 20 40
SCALE: ,. -40'
fsiml I CITY OF CARLSBAD II SHEETS I ~ ENGINEERING DEPARTMENT 25
j San Dieao, Ca. 92123 ANO GRAVITY SEWER REPLACEMENT PROJECT
I
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LIFT STATION SITE SLOPES TABLE
NUMBER MINIMUM SLOPE MAXIMUM SLOPE COLOR
' J
70
60
50 ~ 40
u
1 0.00% 15.00% Iii
2 15.00% 25.00%
3 25.00% 40.00% ■
4 40.00'!f, >40.00'Ai, ■
NOTE:
All SLOPES SHOWN IN SECTIONS ARE AVERAGE SLOl'ES.
--" CONCRETE BERM ~;1
1--
<~
l
~ -,-~ ~% ------I ,_ ~""~ ~~,-
2D AREA (SQ FT)
91,855
11,354
7,735
13,079
' ---
3D AREA (SQ FT)
91,979.96
11,580.93
8,156.83
15,097.80
~~ ffi:;j
0. 0 rr: 0.
15% ~ 30 g 20
u 10
0
r J ½ ----..a:::.-,,., £..
" -10 0+00
70
60
50 ~ 40 ~ 30
~· 20
10
0
-10 0+00
70
60
50 m 40 f 30 er. g 20
10
0
·10 0+00
--
J
j --0+50 --1+00
rr:"' ~lw r 0. ~
0+50 1+00
0+50 1+00
J
l 1+50
Station
---2+00
SECTION 0-0
~1~ ~1~ & :J ::E ::E U) U) WW rr: >< >< 0. w w
1+50 2+00
Station
SECTION E-E
CONCRETE BERM ------
1+50 2+00
J ---l ---2+50 ---3+00
2•50 3+00
2+50 3+00
Station
3+50
3+50
3+50 4+00
z 0 ~ ::) z
j::
~ l)
0:: 0
~
AGUA HEDIONDA
LAGOON
~1-F
_j L a.1 --UJ I
§I
UJ UJ en
·w~
!
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~-...... ~.
5+00 8+CIO
----~ ------~ ---·---'---------~ -----.
-~-·-...,__~-----. ----------------~--~....._ .. -:~--=----~----~ -.-= --"""--,___ ..r--~ -\...,
:-=:' ~ ~ ~ ·~ =-M<-1-~'--~------.=_ '------::----:::::::~~ --~,.,_ .... _ ----------
j.-=::::; ----------=---~ "'---'= '"---==---=--=----
0 -.,..--JO--
Do
:JO-
I LEXBRIOGEAND42"SEWER ~ I __ --__ --__ --__ _JJJ~--------y-------------a~
EX A. T. & S.F. I ~=~
·2()-!---25-·»==
·EX NCTO RAILROAD
-----=
-------------------------
----
4+50 5+00 5+50 6+00 6♦50
,. ..
SCAI.Z; , •• 4'T
B R OWN AND CALD WEL L
PDP 00-02 (C) / SP 144 (L) I RP 10-26 /
CDP 10-17 / HOP 10-05 / SUP 1o-02 /
HMP 1o-o3 l~~EI
[sHffi 11 CITY OF CARLSBAD 11 SHEETS I ~ ENGINEERING DEPARTMENT 25
CROSS SECTIONS 1
·1 SECTION F-F
11665 Cho■apoak:e Drive, Suit.e 200 AGUA HEDfONDA SEWER LIFT STATION, FORCE MAIN, f San Dleao, Ca. 92123 AND GRAVITY SEWER REPI.ACEMENT PROJECT