HomeMy WebLinkAbout2011-12-06; City Council; 20751 ATTACHMENTS 2; AGUA HEDIONDA SEWER LIFT STATIONCONSTRUCTION PLANS
FOR
AGUA HEDIONDA SEWER LIFT STATION, FORCE MAIN,
AND GRAVITY SEWER REPLACEMENT PROJECT
CITY OF CARLSBAD
CARLSBAD, CALIFORNIA
VICINITY MAP
NOT TO SCALE
CITY COUNCIL
MATT HALL -MAYOR
ANN KULCHIN - COUNCIL MEMBER
MARK PACKARD - COUNCIL MEMBER
KEITH BLACKBURN - COUNCIL MEMBER
FARRAH DOUGLAS • COUNCIL MEMBER
LISAHILDABRAND
CITY MANAGER
GLENN PRUIM
UTILITIES DIRECTOR
NOVEMBER 2010
PUMP STATION
A FORCE MAIN
PROJECT LOCATION
PHASES
LOCATION MAP
NOT TO SCALE
POP 00-02 (C) / SP 144 (L) / RP 10-26 /
COP 10-17 / HDP 10-05 / SUP 10-02 /
HMP 10-03
BROWN AND CALDWELL
9665 Chesapeake Drive, Suite 200San Diego, Ca. 92183
SHEET NAME
PL-01
SHEET CITY OF CARLSBAD SHEETS
ENGINEERING DEPARTMENT
COVER SHEET
AQUA HEDIONDA SEWER LIFT STATION, FORCE MAIN
AND GRAVITY SEWER REPLACEMENT PROJECT
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 (1-80M22-4133) AND NON-MEMBER
COMPANIES, OR UTILITIES TO MARK OR OTHERWISE INDICATE THE LOCATIONS) 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 (BOO) 660-7343
B. PACIFIC BELL (800) 892-0123
C. TIME WARNER CABLE (760) 438-7741
D. COX COMMUNICATIONS (760) 806-8609
E.CITY OF CARLSBAD (760)434-2980
(STREETS & STORM DRAIN)
*F. CITY OF CARLSBAD (760)438-2722
(SEWER, WATER & RECLAIMED WATER)
3. DEPTH AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHALL BE DETERMINED BY THE
CONTRACTOR BY POTHOUNG 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 HEALTH.
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 OWNERS
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.
GENERAL NOTES (CONT):
22. ACCESS FOR RRE 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 HEALTH 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.
2a- 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
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 AUTHORITY 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-067 LS 6216- 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.
IE. 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
CIS 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 RIGHTOF-WAY
LINES ARE INTENDED TO BE USED FOR A GRAPHIC
REPRESENTATION ONLY.
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, AR 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
OTHER APPROPRIATE AGENCIES.
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), CALTRANS 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 5001 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 CALTRANS 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.
POP 00-02 (C) / SP 144 (L) / RP10-26/
CDP 10-17 / HDP 10-05 /SUP 10-02/
HMP 10-03
BROWN AND CALDWELL
9665 Chesapeake Drive, Suite 200
San Diego. Ca. 92123
SHEET NAME
PL-02
SHEET
2 CITY OF CARLSBAD
ENGINEERING DEPARTMENT
SHEETS
25
GENERAL NOTES
AGUA HEDK3NDA SEWER LIFT STATION. FORCE MAIN.
AND GRAVITY SEWER REPLACEMENT PROJECT
PHASE 3 (VC12 AND VC13)
INTERCEPTORBEWER AND LAGOON BRIDGE REPLACEMENT (VC14ANDVC15)
INTERCEPTOR
RELIEF SEWER IN
AVENIDA ENCINAS
SEWER LIFT STATION AND FORCE MAIN
AGUA HEDIONDA
LAGOONYMCA AQUATIC
FACILITYA.T. & S.F.
RAILROAD R/W
AT. & S.F.
RAILROAD R/W
SHEETS PL-OT.PU-OBANDPL-IO
AT. & S.F.
RAILROAD R/W
A.T. & S.F.
RAILROAD R/W
INTERCEPTOR RELIEF SEWER IN AVENIDA ENCINAS
PROJECT LOCATION MAP
SCALE T-200-
POP 00-02 (C)/SP 144 (L)/RP 10-26 /
CDP 10-17 / HDP 10-05 / SUP 10-02 /
HMP 10-03
BROWN AND CALDWELL
9665 Chesapeake Drive, Suite 300
San Diego, Ca. 92123
MEET NAME
PL-03
CITY OF CARLSBAD
ENGINEERING DEPARTMENT
SHEETS
PROJECT LOCATION MAP
AGUA HEDIONDA SEWER LIFT STATION. FORCE MAIN.
AND GRAVITY SEWER REPLACEMENT PROJECT
s
II
j- EXISTING UTILITY
X EASEMENT
POP 00-02 (O/SP 144(L)/RP10-26f
GDP 10-17 /HDP 10-05 / SUP 10-02/
HMP 10-03
o ao 100
KM£ 1" - 100'
BROWN AND CALDWELL
9665 Chesapeake Drive, Suite 800apeake
Diego,Ca. 92123
SHEET NAME
PL-04
CITY OF CARLSBAD
ENGINEERING DEPARTMENT
SHEETS
25
PROPOSED EASEMENTS
AGUA HEDIONDA SEWER LIFT STATION. FORCE MAIN.
AND GRAVITY SEWER REPLACEMENT PROJECT
PROPOSED ADDITIONAL
UTILITY EASEMENT
POP 00-02 (C) / SP 144 (L) / RP 10-26 /
CDP 10-17 / HDP 10-05 / SUP 10-02/
HMP 10-03
0 80 100
SCALE- 1" - 100*
BROWN AND CALDWELL
8866 Chesapeake Drive, Suite 200Sao Diego. Ca. 98183
SHEET NAME
PL-OS
SHEET CITY OF CARLSBAD
ENGINEERING DEPARTMENT
PROPOSED EASEMENTS
AGUA HEDIONDA SEWER LIFT STATION. FORCE MAIN
AND GRAVITY SEWER REPLACEMENT PROJECT
I
- BEGIN PROPOSED i- CONNECT TO EXISTING
RECYCLED WATER / 10'WATER
CONSTRUCTION
- EXISTING JUNCTION STRUCTURE
• LOCATION OF TEMPORARY BY-PASS PUMPING EQUIPMENT
EXISTING A.T.&S.F.
RAILROAD R/W ,-PROPOSED 6' WATER SERVICE
RECYCLED WATER UNE
GA.T.&S.F.
-ROADR/W TEMPORARY 24-ABOVE GRADE
BY-PASS PUMPING FORCE MAIN
PROPOSED RELOCATION OF
EXISTING 12- HP GAS UNE
OPEN TRENCH CONSTRUCTION (ALL UTILITIES)
BY-PASS PUMPING
BEGIN PROPOSED /- CONNECT TO EXISTING
RECYCLED WATER / 10'WATER
CONSTRUCTION
EXISTING JUNCTION STRUCTURE
LOCATION OF TEMPORARY BY-PASS PUMPING EQUIPMENT
RELOCATE EXISTING 8" SEWER LATERAL
q
RAILROADR/W EXIST 42^SEWER<ABANDONJI BEGIN
PROPOSED SEWER
C6NSTRUCTION
TEMPORARY 24' ABOVE GRADE
BY-PASS PUMPING FORCE MAIN
PROPOSED GRADING (FILL)
EXISTING OVERHEAD TELEPHONEPROPOSED RECYCLED WATER (OPEN TRENCH CONSTRUCTION)
PROPOSED 6- WATER LINE REPLACEMENT OF EXISTING 3" WATER
—•—"—•—• PROPOSED SEWER
EXISTING SEWER TO REMAIN
^—~——• 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
—•—i—«"—«- TEMPORARY 24' BYPASS FORCE MAIN
——•—•. TEMPORARY 42" SEWER
EXISTING OVERHEAD ELECTRICAL EXISTING AT. & S.F. -
EX.STINGGAS RAILROAD R/W
— ES — EXISTING SEWER
— EW EXISTING WATER
— so - EXISTING STORM DRAIN
TEMPORARY CONSTRUCTION FENCING
PROPOSED RELOCATION OF -
EXISTING ir HP GAS UNE
0 2Q 40
POP 00-02 (C)/SP 144 (L)/RP 10-267
CDP 10-17 / HDP 10-06 / SUP 10-02 /
HMP 10-03
LAYDOWNAREA
PROPOSED MANHOLE BROWN AND CALDVELL
8685 Chesapeake Drive, Suite 200San Diego, Ca. 92123
SHEET NAME
PL-06
SHEET CITY OF CARLSBAD
ENGINEERING DEPARTMENT
PROPOSED IMPROVEMENTS
AGUA HEDIONDA SEWER LIFT STATION, FORCE MAIN.
AND GRAVITY SEWER REPLACEMENT PROJECT
PHASE2(VC11B)PHASE 3 (VC12 AND VC13)
OPEN TRENCH CONSTRUCTION (ALL UTILITIES)HDDHTJENCHLESS CONSTRUCTION (PROPOSED 30" ID SEWER FORCE MAIN)
CONSTRUCTION
(ALL UTILITIES)
OPEN TRENCH CONSTRUCTION (PROPOSED 12' RECYCLED WATER)
TEMPORARY
CONSTRUCTION FENCING
CABRILLO POWERPROPOSED LIFT STATION
AGUAHEDIONDA
1AGOON
EXISTING PROPERTY LINE
REMOVE EXISTING
OVERFLOW BASIN
(SEE SHEET PL-OS)
PROPOSED SO
RELOCATION[fll _-"'
m| ,—EMSTl
HI ' /••- AT.¥"S.F.
W " / RAILROAD
YMCA
AQUATIC
CENTER PROPOSED BRIDGE
SEE SHEET PH7*.PROPOSED 3tT ID
SEWER FORCE MAIN PROPOSED tr RECYCLED WATER
(OPEN TRENCH CONSTRUCTION)
PROPOSED 54-SJ
GRAVITY SEWER
PROPOSED JUNCTION STRUCTURE No. A
DEMOLISH EXISTING LIFT STATION
FACILITIES AFTER COMPLETION OF
PROPOSED LIFT STATION
(SEE SHEET PL-06)
TEMPORARY CONSTRUCTION FENCENCTD RAILROAD
PROPOSED GRINDER FACILITY
ABANDON EXISTING 4? SEWER
EXISTING
A.T.&S.F.
RAILROAD R/W
PROPOSED RELOCATION
OF 12-HP GAS LINEEXISTING
NCTD BRIDGE
PROPOSED TEMPORARY
6- PVC WATEREXISTING 12-HPGASUNETO
BE RELOCATED ONTO BRIDGE
AND DUSTING PIPE AND
SUPPORTS TO BE REMOVED
TEMPORARY 42* DIVERSION
PIPE TO EXISTING LIFT STATION
FOR PIPELINE SEE BRIDGE
ELEVATION SHEET PL-15
PROPOSED
RELOCATION OF
12' HP GAS UNE
TEMPORARY
CONSTRUCTION
FENCING
- PROPOSED JUNCTION
STRUCTURE No. 5
- PROPOSED 12" RECYCLED WATER
(OPEN TRENCH CONSTRUCTION)
POP 00-02 (C) / SP 144 (L) / RP10-26 /
COP 10-17 / HDP 10-05 / SUP 1002/
HMP 10-03
- EXISTING BRIDGE AND 42* SEWER
TO BE REMOVED AFTER COMPLETION
OF PROPOSED BRIDGE BROWN AND CALDWELL
9665 Chesapeake Drive, Suite 200San Diego. Ca. 93123
SHEET NAME
PL-07
H,EET CITY OF CARLSBAD
ENGINEERING DEPARTMENT
PROPOSED IMPROVEMENTS
AGUA HEDIONDA SEWER LIFT STATION. FORCE MAIN.
AND GRAVITY SEWER REPLACEMENT PROJECT
PHASE2(VC11B)PHASE 3 (VC12 AND VC13)
PROPOSED BIO-FILTER
PROPOSED MCC AND
GENERATOR ROOM
TEMPORARY CONSTRUCTION FENCING PROPOSED LIFT STATION
PROPOSED RETAINING
WALLS (31 TOST HIGH)VISIBLE FACE OF
PROPOSED STRUCTURE
AGUAHEDIONDA
LAGOON PROPOSED PERMANENT 81 HIGH, BLACK-v. I !
VINYL COATED CHAIN LINK FENCE
(TYP AROUND PUMP STATION SITE) i ,
CABRILLO POWERPROPOSED FOUL AIR
BLOWERS TO BIO-FILTERS
EXISTING A.T.&S.F.
RAILROAD R/W ' I ' ' I 'PROPOSED FOUL AIR-\/, /'/
BLOWERS TO BIO-FILTER PROPOSED PERMANENT
B'HIGHFENCING\ \ \LAYDOWNAREA
YMCA AQUATIC CENTER
PROPOSED RETAINING
WALL (3r TO 8'HIGH)
PROPOSED 6" WATER LINE
EXISTING PROPERTY LINE
O O/ OHDD EQUIPMENT
LAYDOWN AREA AND
PIPELINE ENTRY PIT
PROPOSED
RETAINING WALLS
AND ABUTMENTS PROPOSED12-RECYCLED WATER
(opgN TRENCH CONSTRUCTION)
PROPOSED 54'ID
GRAVITY SEWER
EXISTING 42- GRAVITY
SEWER TO REMAINPROPQSED-jyNCTKJN STRUCTURE No. 4
DEMOLISH EXISTING LIFT STATION
FACILITIES AFTER COMPLETION OF
PROPOSED LIFT STATION
(SEE SHEET PL-08) _
TEMPORARY CONSTRUCTION FENCE
EXISTING NCTD BRIDGE PROPOSED RELOCATION
OF 12" HP GAS LINE EXISTING A.T.&S.F.
RAILROAD FVWEXISTING 12- HP GAS LINE TO BE
RELOCATED INTO BRIDGE AND
EXISTING PIPE AND SUPPORTS
TO BE REMOVED
EXISTING BRIDGE AND42"
SEWER TO BE REMOVED
AFTER COMPLETION OF
PROPOSED BRDGE
PROPOSED TEMPORARY
6- PVC WATER PROPOSED GRINDER FACILITY
ABANDON EXISTING 42" SEWERTEMPORARY 42" DIVERSION
PIPE TO EXISTING LIFT STATIONPROPOSED BRIDGE
SEE SHEET PL-17
TEMPORARY
HIGH-LINE BYPASS
PUMPING FORCE MAIN
PROPOSED RELOCATION
OF 12-HP GAS UNE
TEMPORARY
CONSTRUCTION FENCING
LEGEND:
- FOR PIPELINE SEE BRIDGE
ELEVATION SHEET PL-16
PROPOSED RECYCLED WATER (OPEN TRENCH CONSTRUCTION)
PROPOSED 6- WATER LINE REPLACEMENT OF EXISTING r WATER
PROPOSED SEWER
EXISTING SEWER TO REMAIN
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 24' BYPASS FORCE MAIN
TEMPORARY 4? SEWER
- PROPOSED JUNCTION
STRUCTURE No. S
- EXISTING OVERHEAD TELEPHONE
- EXISTING OVERHEAD ELECTRICAL
EXISTING GAS
EXISTING SEWER
EXISTING WATER
EXISTING STORM DRAIN
TEMPORARY CONSTRUCTION FENCING
LAYDOWNAREA
PROPOSED MANHOLE
- PROPOSED 12- RECYCLED WATER
(OPEN TRENCH CONSTRUCTION)
POP 00-02 (C) /SP 144 (L) / RP 1<W6/
COP 10-17 / HDP 10-O5 / SUP 10-02/
HMP 10-03
BROWN AND CALDWELL
8665 Chesapeake Drive. Suite 200
San Diego. Ca. 82183
SHEET NAME
PL-08
SHEET CITY OF CARLSBAD
EMGNEER1MG DEPARTMENT
PROPOSED IMPROVEMENTS
AQUA HE DION DA SEWER LIFT STATION. FORCE MAIN,
AND GRAVITY SEWER REPLACEMENT PROJECT
CONTROL PANEL EXISTING LIFT STATION TOP SLAB
DEMOLITION PLAN
SCALE: I/I" = V-0"
sI
!i
i
-BAR SCREEN
AND RACK EXISTING LIFT STATION BOTTOM SLAB
DEMOLITION PLAN
SCALE: 1/4"= 1XT
^^— LOUVER * | * | |
-X^'
,1.1.1,1...IT.!,.! , i
. CONCRETE
•^ BLOCK WALL
EXISTING GENERATOR BUILDING
EAST ELEVATION
SCALE: 1M- = V-0"
EXISTING GENERATOR BUILDING
DEMOLITION PLAN
SCALE: 1/4'= V-0'
42- SEWER
EXISTING LIFT STATION
SECTION A-A
SCALE: 1/4- = 1XT
304 SS STfiAK K OA V. i',-
; «' TNKK »Ol*CEI «• P,*C£ CON:i S.A! OB owe*
PROVIDE DRAIN HOLES
IN BOTTOM SLAB
(TO BE REMOVED AND BACKFILLED)
OVERFLOW BASIN SECTION
SCALE: NONE
COMSTHUCTI5N JO«IT
EXISTING LIFT STATION
SECTION B-B
SCALE: 1W = 1'-ff
POP 00-02 (C) /SP 144 (L) /RP 10-26/
CDP 10-17 / MDP 10-06 / SUP 10-02/
HMP 10-03
BROWN AND CALDWELL
Bees Chesapeake Drive, Suite 800
San Diego, Ca. 92183
SHEET NAME
PL-09
CITY OF CARLSBAD SHE£TS
ENGINEERING DEPARTMENT
PROPOSED DEMOLITION
AGUA HEDIONDA SEWER LIFT STATION. FORCE MAIN.
AND GRAVITY SEWER REPLACEMENT PROJECT
INFILTRATION BASIN WITH ~
OVERFLOW TO SWALE
AGUAHEDIONDA /
LAGOON
12- STORM DRAIN PIPE N
18" STORM
DRAIN PIPE -
CURB AND GUTTER
CURB INLET -
EXISTING AX &SP.
RAILROAD R/W
\ II '-f--;
30T STORM
DRAIN PIPE
CATCH BASIN
WITH FILTRATION
MEDIA INSERT
REPLACE EXISTING 30-
STORM DRAIN PIPE
ABANDON EXISTING
18' STORM DRAIN PIPE
AND CATCH BASIN
30- STORM DRAIN PIPE
INFILTRATION BASIN (TC-11)
STORM DRAIN CLEANOUT
24' STORM DRAIN PIPE
18" STORM DRAIN PIPE
STORM DRAIN HEAD WALL/RIPRAP
OUTFALL TO INFILTRATION BASIN
EXISTING INFLITRATION BASIN
18" STORM DRAIN PIPE
EXISTING A.T.&S.F
RAILROAD R/W
-INFILTRATION BASIN WITH
OVERFLOW TO SWALE LEGEND:
EARTHEN COVER
GRAVEL COVER
PCC PAVEMENT
(PORTLAND CEMENT CONCRETE)
ASPHALT PAVEMENT
RIVER ROCK OR \
VEGETATED SWALE
INFILTRATION BASIN (TC-11)
STORM DRAIN CLEANOUT
\ I U£
CATCH BASIN WITH '
FILTRATION MEDIA INSERT
EXISTING A.T.&S.F.-
RAILROAD R/W BASIN OVERFLOW INLET —' ps £
\ \ OUTFALL TO INFILTRATION BASIN
-NOTCHED CURB
EXISTING INFILTRATION BASIN
CURB AND GUTTER ___ ,v
CURB WLET — *- '
EXISTING AT. &S.F.
RAILROAD RW
GRADING QUANTITY TABLE
CUT
77,471 CU YD
(CUT)
FILL
39,056 CU YD
(FILL)
GRAVEL
IMPORT
7,767 CU YD
(IMPORT)
IMPORT SOIL
7,069 CU YD
(IMPORT)
EXPORT SOIL
38,579 CU YD
(EXPORT)
POP 00-02 (C) /SP 144 (L) /RP 1O26/
CDP 10-17 / HDP 10-05 / SUP 10-02/
HMP 10-03
BROWN AND CALDWELL
9865 Chesapeake Drive, Suite 800
San Diego, Ca. 92123
SHEET NAME
PL-10
SHEET CITY OF CARLSBAD
ENGINEERING DEPARTMENT
STORM WATER MANAGEMENT
AGUA HEDIONDA SEWER LIFT STATION. FORCE MAIN
AND GRAVITY SEWER REPLACEMENT PROJECT
PHASE 3 (VC12 AND VC13)
HDD/TRENCHLESS CONSTRUCTION (PROPOSED 30" ID SEWER FORCE MAIN)
OPEN TRENCH CONSTRUCTION (PROPOSED 12' RECYCLED WATER)
(OPEN TRENCH O5NCS|RUCTION)
PROPOSED 30" ID SEWER FORCEMAIN
PHASE 3 (VC12 AND VC13)
HDD/TRENCHLESS CONSTRUCTION (PROPOSED 30" ID SEWER FORCE MAIN)
OPEN TRENCH CONSTRUCTION (PROPOSED 12" RECYCLED WATER)
PROPOSED 12" RECYCLED WATER -y
(OPEN TRENCH CONSTRUCTION) \
BROWN AND CALDWELL
966S Chesapeake Drive, Suite 800San Diego, O. 92123
POP00-02 (C) ISP 144 (L) /RP1O26/
CDP 10-17 / HOP 10-06 / SUP 10-02/
HMP 10-03
SHEET NAME
PL-11
SHEET
11 CITY OF CARLSBAD
ENGINEERING DEPARTMENT
SHEETS
25
PROPOSED IMPROVEMENTS
AGUA HEDIONDA SEWER LIFT STATION, FORCE MAIN
AND GRAVITY SEWER REPLACEMENT PROJECT
PHASE 3 (VC12 AND VC13)
3
i
HDD/TRENCHLESS CONSTRUCTION (PROPOSED 30" ID SEWER FORCE MAIN)
OPEN TRENCH CONSTRUCTION (PROPOSED 12" RECYCLED WATER)
PHASE 1 (VC14ANDVC15)
OPEN TRENCH CONSTRUCTION
(PROPOSED 54" ID GRAVITY SEWER AND 12" RECYCLED WATER)
PROPOSED 12'RECYCLED
WATER (OPEN TRENCH
ONSTRUCTION)
AVENIDA ENCINAS
PROPOSED
30' ID SEWER
FORCE MAIN
i- PROPOSED 54' ID GRAVITY SEWER
HDD RECEIVING PIT
r ;*••*RCPOSED 12" RECYCLED WATER
(OPEN TRENCH CONSTRUCT^*;
EXISTING 42- GRAVITY SEWER SEWER FORCE MAIN TO GRAVITY
SEWER TRANSITION MANHOLE
PHASE 1 (VC14ANDVC15)
OPEN TRENCH CONSTRUCTION
(PROPOSED 54" ID GRAVITY SEWER AND 12" RECYCLED WATER)
PROPOSED 54-ID
GRAVITY SEWER
EXISTING R/W-PROPOSED 12" RECYCLED WATER
(OPEN TRENCH CONSTRUCTION)POP 00-02 (C) /SP 144 (L) / RP 10-28/
CDP 10-17 /HDP 10-05 /SUP 10-02/
HMP 10-03
BROWN AND CALDWELL
9665 Chesapeake Drive, Suite 200
San Diego, Ca. B21B3
•HEETNWK
PL-12
CITY OF CARLSBAD
ENGINEERING DEPARTMENT
PROPOSED IMPROVEMENTS
AGUA HED1DNDA SEWER LIFT STATION, FORCE MAIN,
AND GRAVITY SEWER REPLACEMENT PROJECT
I
PHASE 1 (VC14 AND VC1S)
OPEN TRENCH CONSTRUCTION
(PROPOSED 54" ID GRAVITY SEWER AND 12" RECYCLED WATER)
tlsL "
-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)
OPEN TRENCH CONSTRUCTION ( PROPOSED 12" RECYCLED WATER
PROPOSED 54" ID
GRAVITY SEWER PDF 00-02 (C) ISP 144 (L) /RP 10-26/
CDP 10-17 / HDP 10-05 / SUP 10-02/
HMP 10-03PROPOSED 12-RECYCLED WATER
(OPEN TRENCH CONSTRUCTION)
CITY OF CARLSBAD
3ROWN AND CALDWELL
9665 Chesapeake Drive, Suite 200
Son Diego, Cn. B2123
PROPOSED IMPROVEMENTS
AGUA HEDIONDA SEWER LIFT STATION, FORCE MAIN.AND GRAVITY SEWER REPLACEMENT PROJECT
8
I
I
PHASE 1 (VC14ANDVC15)
MICROTUNNEL TRENCHUESS CONSTRUCTION (PROPOSED 54" ID GRAVITY SEWER)
OPEN TRENCH CONSTRUCTION
(PROPOSED 54" ID GRAVITY SEWER
AND 12" RECYCLED WATER)
OPEN TRENCH CONSTRUCTION ( PROPOSED 12' RECYCLED WATER)
PROPOSED 5*" ID
SUAVITY SEWER
Ki .5 I ,PROPOSED JUNCTION
STRUCTURE No,
'", " PROPOSED JUNCTION-
STRUCTURE No
PROPO
RECYCLED W)
(OPEN TRENCH
CONSTRUCTION)
JACKING SHAFT
MH No. 4 EXISTING 42'SEWER
PHASE 1 (VC14ANDVC15)
OPEN TRENCH CONSTRUCTION
(PROPOSED 54" ID GRAVITY SEWER AND 12" RECYCLED WATER)
i- PROPOSED ir RECYCLED WATER
' {OPEN TRENCH CONSTRUCTION!
PROPOSED JUNCTION
iAVENIDA ENCINAS
A.T.&S.F. RAILROAD—'
RIGHT-OF-WAY POP 00-02 (C) /SP 144 (L) / RP 10-26/
CDP 10-17 / HDP 10-05/ SUP 10-02/
HMP 10-03
0 2fl 4fl
SCALD I" - W
BROWN AND CALDWELL
8665 Chesapeake Drive, Suite 200
Son Diego. Ca. 92123
SHEET NAME
PL-14
Srl==T CITY OF CARLSBAD
ENGINEERING DEPARTMENT
SHEETS
25
PROPOSED IMPROVEMENTS
AGU A HEDIONDA SEWER LIFT STATION, FORCE MAIN.AND GRAVITY SEWER REPLACEMENT PROJECT
AVENIDA ENCINAS EASEMENT
EX CURB AND GUTTER
30
SOUTH BOUND ""
LANES
EX MEDIAN NORTHBOUND
LANES...
. .PROP.12-.Tr/
RECYCLED WATER
TOP EL = 43£
EX ELECTRICAL-
ELUNK
— 70
60
»-.EX 3' HP GAS
..ELUNK. ...'.
- EX 10' AGP WATER
TOPEL=4^0±
- EX 8" VC SEWER
IE = 40.2±
PROP 54-ID SEWER
IE = 35.46
SECTION
50
40
30
EX CURB AND GUTTER •
90
EX SIDEWALK
EX VEGETATED-
..SLOPE
60
30
AVENIDA ENCINAS EASEMENT
SOUTHBOUND
LANES
y-EX MEDIAN
""'^NORTHBOUND.LANES.
EX CURB AND GUTTER
90
EX. SIDEWALK
PROP \T RECYCLED WATER
..TQP6L=.«4.
.70
...Vr.EX3.-np.6A5...
ELUNK
- PROP 54- ID SEWER
IE = 29.85
SECTION
- EX ttr ACPWATER
TOP EL = 68.5±SO
30
100' NCTD RAILROAD
40
30
20
^EX'T2-HP'GAS
FLUNK >-EX TELEPHONE
ELUNK
- EX 4rRCP SEWERIE = 30.8±
SECTION
SCALE :1--10-
30
20 POP 00-02 (C) /SP 144 (L) /RP 10^6/
CDP 10-17 / HDP 10-05 / SUP 10-02/
HMP 10-03
scuc r • 10'
BROWN AND CALDWELL
9685 Chesapeake Drive, Suite SOO
San Diego, Ca. 98123
SHEET NAME
PL-15
SHEET CITY OF CARLSBAD
ENGINEERING DEPARTMENT 25
CROSS SECTIONS
AQUA HEDIONDA SEWER LIFT STATION. FORCE MAIN.
AND GRAVITY SEWER REPLACEMENT PROJECT
-UFT STATION
SOUND ENCLOSURE
AND GENERATOR ROOMCONC. RETAKING WALL LINE OF ROOF - BEYONDVW INTEGRAL CONG. COLOR CJP. CONCRETE VW HORIZONTAL
FORM LJNER PATTERN NEUTRAL COLOR
NEUTRAL COLOR / STEEL ROLL UP t<rrjrtuan
HOLLOWMETAL / DOOR(TYP) X lop OP PARAPETDOORfTVP) / *4WT(MSl) / TOP OF PARAPET
t-6T-0-(MSL)
C.LP. CONCRETE
W/MTEGRALCONC.
COLOR - FORM TE HOLES
FINISH GRADE PER CML
VEHICLE 6UARDRAL - BEYOND
'•'•' V'\V V'.r.:"..a •'-. .: • :• •• (-.-
PLANTED SLOPE-
-EQUIPMENT
+1Cr-0-(MSL)
1STFLFF
WEST ELEVATION
-BELOW GRADE STRUCTURE
-EQUIPMENT
I
C.I.P. CONCRETE W/ HORIZONTAL
FORM LINER PATTERN
C.I.P. CONC. RETAINING WALL
W/ INTEGRAL CONC. COLOR
PLANTED SLOPE
•NEUTRAL COLOR
HOLLJOW METAL
DOORfTYP)
GRINDER FACILITY
-UFT STATION
LINE OF ROOF - BEYOND
CJP. CONCRETE W/
INTEGRAL CONC. COLOR
•FORM TIE HOLES
Kj;y .•//'».',^•'.«.•:'•'•'••.v ":.-!i. \;v.' i"r'.; '—'
SOUTH ELEVATION
LIFT STATION
SITE PLAN
NO SCALE
COLOR SWATCH
OLD GOLD
M1291
COLOR SWATCH
GINGER
(6128)
POP OMB (C)/SP 144 (L)/ RP 1MB /
COP 10-17/HDP 1IM»/SUP VHttl
HMP10-OJ
0 «—•=—'• I,
BROWN AMD CALDWELL
0065 dUMpMto Drt«, Suits 800Son DSago. Ca. 92123
PL-16
1«CITY OF CARLSBAD
ELEVATIONS
AGUA HEOIONDA SEWER UFT STATION. FORCE MAM.
AMD GRAVITY SEWER REPLACEMENT PROJECT
+3S'-0-(MSL)
TOP OF
STRUCTURE
LIFT STATION
.INE OF ROOF - BEYOND SOUND ENCLOSURECTW)
I __ I _____ /
C.I J1. CONCRETE W/
HORIZONTAL FORM
UNERPATTERN
NEUTRAL COLOR
STEEL CANOPY (TYP)r w.M-. nw
W/MTEC
OLP. CONC. RETAMMO WALL
W/ INTEGRAL CONC. COLOR ->
•' •'•• ^
,»'..•' '*. • «•' ••.;•• '''.'• -''•j'- ;.;
;:^-l --.v-t' V: :fi l;-?
''•• !- •••• '•'•' •••••• ''•""^
I
SOUTHWEST ELEVATION J
-&MNCHPIPELJNE
- SOUTH ABUTMENT/RETAIMNG WALL /— e'-O" HIGH
(EARTH TONE COLOR WITH
WAVE FORM LINER TEXTURING
AND ANTI-GRAFFITI COATING)
EXISTING YMCA AQUATIC CENTER STRUCTURES
NORTH ABUTMENT/RETAINING WALL
(EARTH TONE COLOR WITH WAVE FORM LINER
TEXTURING AND ANTI-GRAFFITI COATING)
FNSH GRADE
EXISTING 12-WCH
HOH PRESSURE GAS LINE
EAST BRIDGE ELEVATION
COLOR SWATCH
OLD GOLD
(81291
COLOR SWATCH
PDPOM2(C)/SP144(L)/RP1IWe/
CDP10-17/HDP1M6/SUP1WB/
HMP1043
0 4 i
BROW If AND CALDWELL
9085 OumpnlHi Drtre. Sutta 800
San Dtaoo. Ca. 98129
PL-17
17 CITY OF CARLSBAD 11»
ELEVATIONS
AGUA HEDIONDA SEWER UFT STATION, FORCE MAM.
ANOORAVITY SEWER REPLACEMENT PROJECT
8
I
I
MATCHLINE
SEE BELOW
FOR CONTINUATION
AVENIDA ENCINAS
54' SEWER
STAGING PLAN
SCALE: 1-« 80'
- MATCHLINE
SEE ABOVE
FOR CONTINUATION 54' SEWER
STAGING PLAN
SCALE: r = 80'
MATCHLINE
SEESHEETPL-19
FOR CONTINUATION
LIMITS OF WORK AREA
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 WITH 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 ROADWAY 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 STAGES 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 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.
12-RECYCLED WATER
STAGING PLAN
SCALE: 1'= 40'
POP 00-02 (C)/SP 144 (L)/RP 10-26 /
CDP 10-17 / HDP 10-05 / SUP 10-02 /
HMP 1MB
BROWN AND CALDWELL
9665 Chesapeake Drive, Suite 800
San Diego, Ca. 92123
SHEET NAME
PL-18
"Jf18 CITY OF CARLSBADENGINEERS DEPARTMENT
SHEErs
25
TRAFFIC STAGING PLAN
AGUA HEDIONDA SEWER LIFT STATION, FORCE MAIN,
AND GRAVITY SEWER REPLACEMENT PROJECT
8
I
I
MATCHLINE
SEE BELOW FOR
CONTINUATION
- MATCHLINE
SEESHEETPL-18
FOR CONTINUATION
54'SEWER
STAGING PLAN
SCALE: 1" = 80'
STAGE 24
- MATCHLINE
SEE ABOVE
FOR CONTINUATION
SEENOTiT
54' SEWER
STAGING PLAN
SCALE: r = BO1
« BO
E r - us
LEGEND:
LIMITS OF WORK AREA
NOTES:
1. LIMITS OF OPEN EXCAVATION CONSTRUCTION STAGE SHALL NOT EXCEED 400FEET IN LENGTH.
2. CONTRACTOR SHALL OBSTRUCT ONLY ONE TURNING LANE, PER ROAD SIDEBUSINESS PARK, AT ANY ONE TIME.
3. CONTRACTOR SHALL NOT HAVE MORE THAN ONE CONSTRUCTION STAGE AT A
TIME WITH OPEN TRENCH ACTIVITIES OCCURRING.
4. CONTRACTOR SHALL USE K-RAIL CONCRETE BARRIERS TO DELINEATE ANDPROTECT THE CONSTRUCTION ZONE.
5. FOLLOWING PIPE INSTALLATION AND BACKFILL OF EACH CONSTRUCTION STAGE
THE CONTRACTOR SHALL CAP IMPACTED ROADWAY SURFACE WITH HOT-MIX
ASPHALT. CONTRACTOR SHALL PLACE TEMPORARY DOUBLE YELLOW STRIPING
ALONG BOUNDARY OF REMOVED HARDSCAPE MEDIAN UNTIL RAISED MEDIAN ISREPLACED 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 STAGES 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 ALLSTAGES 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 8.46.010.
12-RECYCLED WATER
STAGING PLAN
SCALE: 1- = 40'
POP 00-02 (C)/ SP 144 (L)/ RP 10-26 /
CDP 10-17 / HDP 10-05 / SUP 10-02 /
HMP 10-03
BROWN AND CALDWELL
966S Chesapeake Drive, Suite 200
San Diego. Ca. 98183
SHEET NAME
PL-19
19
TRAFFIC STAGING PLAN
AGUA HEDIONOA SEWER LIFT STATION, FORCE MAIN.
AND GRAVITY SEWER REPLACEMENT PROJECT _
LEGEND
MAX. HEIGHT QUANTITY
STRAWBERRY TREE 25 FT.
CAJEPUTTREE 35 FT.
NEW ZEALAND CHRISTMAS TREE 30 FT.
TREES (15 gal. and 24" box) such as:
^} ARBUTUS UNEDO
MELALEUCA QUNQUENERVIA
METEROSIDEROS EXCELSUS
SHRUBS (5 gal. and 15 gal.) such as:
(A COTONEASTER LACTEUS
Q CARISSAMACROCARPA
GROUND COVER (such as):
| | ACACIA REDOLENSTJESERT CARPET PROSTRATE ACACIA
PARNEY COTONEASTER
NATAL PLUM
MYOPORUM PARVIFOUUM
LIMONIUM PEREZII
!«•«**, | AGAPANTHUSAFRICANUS
OSTEOSPERMUM FRUITICOSUM
BASIN GROUND COVER (such as):
LEYMLISTRmCOIDES
PROSTRATE MYOPORUM
SEA LAVENDER
LILY OF THE NILE
TRAILING AFRICAN DAISY
CREEPING WILD RYE
6FT.
6 FT.
2 FT.
6 INCHES
2 FT.
2 FT.
1FT.
PAVING MATERIALS
PORTLAND CEMENT CONCRETE
ASPHALT PAVEMENT
GRAVEL COVER
SEED MIX SPECIFICATION
Latin name Common name
ATRIPLEX LENTIFORMIS
MIMULUS AURANTIACUS
ACHILLEA MILLEFOLIUMERIOPHYLLUM CONFERTIFLORUM
HELIOTROPIUM CURASSAVICUM
LOTUS SCOPARIUS
NASSELLAPULCHRA
NASSEUALEPIDA
MEUCAIMPERFECTA
DISTICHUS SPICATA
MUHLENBERGIA RIGENS
ESCHSCHOLZIA CALIFORNICA
CASTILLEJA EXSERTA
LUPINUS BICOLOR
LUPINUS SUCCULENTUS
PLANTAGOERECTA
EPH.OBIUM CANUM
BREWERS SALTBRUSH
MONKEY FLOWER
COMMON YARROW
GOLDEN YARROW
WILD HELIOTROPE
DEERWEED
PURPLE NEEDLEGRASS
FOOTHILL NEEDLEGRASS
COAST RANGE MELIC
SALTGRASS
DEERWEEDCALIFORNIA POPPY
PURPLE OWLS CLOVER
MINIATURE LUPINE
ARROYO LUPINE
DWARF PLANTAIN
CALIFORNIA FUCHSIA
0.25
2.0
1.0
0.25
0.25
0.5
0.25025
0.50
0.50
0.50
025
0.50
0.50
0.50
0.25
TOTAL 10.5
SEED INSTALLATION NOTE
INSTALL SEED MIX ON ALL BARE SOIL EXPOSED BY BRIDGE ABUTMENT GRADING
AND CONSTRUCTION ON BOTH SIDES OF LAGOON CHANNEL.
ON UNDEVELOPED SITES UNPROTECTED VEGETATION REMOVED
AS A RESULT OF CONSTRUCTION SHALL BE REVEOETATED WITH
THE SEED MIX ABOVE. HYDROSEEDED PER CONTRACT SPECIFICATION SECTION
02930. AREAS TO BE HYDROSEEDED WILL BE DELINEATED BY PROJECT
BIOLOGIST AND INCLUDE MCROTUNNELMG. TRENCH DIGGING. STAGING AREAS.
MAINTENANCE ROADS AND UNANTICIPATED IMPACTED AREAS.
PLAN NOTES
|T| TREES LOCATED TO SCREEN VIEWS INTO PROJECT.
[T| SCREENING SHRUBS MAINTAINED TO 6 FEET AGAINST WALL
|T| GRASS-PLANTED VEGETATED SWALE
f<1 VEGETATED INFILTRATION BASIN
|T] RAISED PLANTER -24" TO 30" TALL
|T| EDGE OF IRRIGATED LANDSCAPE
|T| 8 FOOT HIOH. BLACK VINYL COATED CHAWLINK FENCE PER DETAIL
WEST ELEVATION
SCALE: 1- = 20"
SOUTH ELEVATION
SCALE: 1" = 20'
BLACK VINYL COATED
CHAINLJNKMESH (TYP)
TENSION WIRES(TYP)
MINIMUM DEPTH 42- AND
MINIMUM DIAMETER 12"
FOR GATE POST HOLES
HORIZONTAL BRACE
WTTH TRUSS RODS
CONCRETE ENCASEMENT.
ALL ENCASEMENTS SHALL HAVE
A I' CROWN ABOVE GROUND LEVEL
MINIMUM DEPTH 36" AND MINIMUM
DIAMETER f FOR LINE, END AND
CORNER POST HOLES
CHAIN LINK FENCE DETAIL
NOT TO SCALE
-BRIDGE ABUTMENTS (SEE SEED
INSTALLATION NOTES)
POP 00-02 (C)/SP 144 (L)/ RP 10-26 /
CDP 10-17/HDP 10-05/SUP 10-02 /
HMP 10-03
,030 nUDAY(WO) 931-0700 TAX (WO)CA1IUBA1X CA80) 931-0744
BROWN AND CALDWELL
9865 Chesapeake Drive, Suite 800
San Diego, Ca. 92123
SHEET NAME
PL-20
SHEET
20 CITY OF CARLSBAD
ENGINEERING DEPARTMENT
SHEETS
25
LANDSCAPE CONCEPT PLAN
AGUA HEDIONDA SEWER LIFT STATION, FORCE MAIN,
AND GRAVITY SEWER REPLACEMENT PROJECT
\•\
o o o o
86--0-
21'-a-
GENERATOR
271-0"
ELECTRICAL
Sf-tor
OFFICE
EXTERIOR STAIRWELL IS
NOT INCLUDED IN AREA
/—EXTERIOR STAI
/ NOT INCLUDED
BUILDING AREA SQUARE FOOTAGE
No.
hoolnoTi
rioTIrajoinan
f25ia1
rwnrzon
USTI
12051
12061
rsooi
ROOM
LIFT PUMPS
WET WELL
FORCE MAIN PUMPS
GENERATOR
ELECTRICAL
ENTRY
TOILET
OFFICE
LIFT PUMPS
WET WELL
FORCE MAIN PUMPS
GRINDER
AREA
1.945 SO FT
550 SOFT
2,878 SO FT
719 SOFT
895.5 SOFT
103 SOFT
88.5 SO FT
123 SO FT
2.080 SOFT
927.5 SOFT
2,337 SOFT
875 SOFT
LIFT STATION FIRST FLOOR - 5.373 SQ. FT.
SCALE:?
LIFT STATION SECOND FLOOR - 7.273 SQ. FT.
SCALE: Jfe-l'-O-
rEXTERIOR STAIRWELL IS
NOT INCLUDED IN AREA
GENERATOR
AND ELECTRICAL
BIO-FILTER VAULT
(GRANULAR MEDIA FILLED)
LIFT STATION
GRINDER
Sff-O"
KEY MAP
NO SCALE
GRINDER FACILITY - 875 SQ. FT.
SCALE: 5fe-=1'-0"POP 00-02 (C) / SP 144 (L) / RP 10-26 /
COP 10-17/HDP 10-05/SUP 10-02/
HMP 10-03
BROWN AND CALDVELL
986S Chesapeake Drive. Suite 200San Diego. Ca. 92123
SHEET NAME
PL-21
SHEET
21 CITY OF CARLSBAD
ENGINEERING DEPARTMENT 25
BUILDING LAYOUTS
AQUA HEDIONDA SEWER LIFT STATION. FORCE MAIN.
ANP GRAVITY SEWER REPLACEMENT PROJECT
LOOKING FROM 1-5
NOT TO SCALE
LOOKING FROM CARLSBAD BOULEVARD
NOT TO SCALE
LOOKING FROM GARFIELD STREET
NOT TO SCALE
POP 00-02 (C) / SP 144 (L) / RP 10-26 /
CDP 10-17 / HDP 10-05 / SUP 10-02 /
HMP 10-03
-UJ
1630 MBABAY AVENUE. SUITE 10O.(TOO) 931-O7BO nut (700) 831-07+4
BROWN AND CALDWELL
9665 Chesapeake Drive, Suite 200San Diego, Ca. 92123
SHEET NAME
PL-22
SHEET
22 CITY OF CARLSBAD
ENGINEERING DEPARTMENT
SHEETS
25
VISUAL SIMULATIONS
AGUA HEDIONDA SEWER LIFT STATION, FORCE MAIN
AND GRAVITY SEWER REPLACEMENT PROJECT
LOOKING SOUTH
NOT TO SCALE
LOOKING NORTH
NOT TO SCALE
LOOKING WEST
NOT TO SCALE
PDF 00-02 (C) / SP 144 (L) / RP 10-26 /
COP 10-17 / HDP 10-05 / SUP 10-02 /
HMP 10-03
LOOKING SOUTHEAST
NOT TO SCALE 1630 rARABAY AVZNUE, SUITS 100.(760) 831-0700 FAX (760) 961-6744
BROWN AND CALDVELL
8665 Chesapeake Drive, Suite 800San Diego, Ca. 62123
SHEET NAME
PL-23
SHEET
23 CITY OF CARLSBAD
ENGINEERING DEPARTMENT
SHEETS
25
ARCHITECTURAL RENDERINGS
AQUA HEDIONDA SEWER LIFT STATION, FORCE MAIN.
AND GRAVITY SEWER REPLACEMENT PROJECT
AGUA HEDIONDA
LAGOON
Tl
I
I
a
1
I
BASIN SLOPES TABLE
NUMBER
1
2
3
4
MINIMUM SLOPE
0.00%
15.00%
25.00%
40.00%
MAXIMUM SLOPE
15.00%
25.00%
40.00%
> 40.00%
COLOR
'm
2D AREA (SO FT)
26,288
2,886
2,265
18,292
3D AREA (SQ FT)
26,329.26
2,939.87
2,379.46
21,571.80
NOTE:
ALL SLOPES SHOWN IN SECTIONS ARE AVERAGE SLOPES.
EX AT. & S.F.
RAILROAD R/W
3
70
-10 0+00 0+50 1+00
Station
SECTION A-A
1+50
40
-10 0+00
-.fft
40
0+50 1+00
Station
SECTION B-B
1+50 -10
7% II
1+00
Station
SECTION C-C
1+50 2+00
POP 00-02 (C) / SP 144 (L) / RP 10-261
CDP 10-17 / HDP 10-05 / SUP 10-02 /
HMP10-03
SCALE: 1' - 4tf
BROWN AND CALDWELL
9665 Chesapeake Drive, Suite 200San Diego, Ca. 92183
SHEET NAME
PL-24
SHEET
24 CITY OF CARLSBAD
ENGINEERING DEPARTMENT
SHEETS
25
CROSS SECTIONS
AGUA HEDIONDA SEWER LIFT STATION. FORCE MAIN
AND GRAVITY SEWER REPLACEMENT PROJECT
LIFT STATION SITE SLOPES TABLE
NUMBER
1
2
3
4
MINIMUM SLOPE
0.00%
15.00%
25.00%
40.00%
MAXIMUM SLOPE
15.00%
25.00%
40.00%
> 40.00%
COLOR
1
t
2D AREA (SO FT)
91,855
11,354
7.735
13,079
3D AREA (SO FT)
91,979.98
11,580.93
8,156.83
15,097.80
NOTE:
ALL SLOPES SHOWN IN SECTIONS ARE AVERAGE SLOPES.
CONCRETE BERM
70
60
50
^40
| 30
f 20
10
0
-10
-5%
0+00 0+50 1+00 1+50 2+00
Station
SECTION D-D
3+50
'0+00 0+50 1+50 2+00
Station
SECTION E-E
CONCRETE BERM
o+oo 0+50 1+00 1+50 2+00 2+50
EXA.T. &S.F.-
RAILROAD R/W
3+00 3+50
Station
SECTION F-F
4+00 4+50 5+00 5+50 6+00 6+50 POP 00-02 (C) / SP 144 (L) / RP 10-26 /
CDP 10-17 / HDP 10-05 / SUP 10-02 /
HMP 10-03
e 20 «
BROWN AND CALDWELL
9666 Chesapeake Drive, Suite 200San Diego, Ca. 92123
SHEET NAME
PL-25
SHEET city OF CARLSBAD
25 ENGINEERING DEPARTMENT 25
CROSS SECTIONS
AGUA HEDIONDA SEWER LIFT STATION, FORCE MAIN,
AND GRAVITY SEWER REPLACEMENT PROJECT