HomeMy WebLinkAbout2019-12-17; City Council; Resolution 2019-264RESOLUTION NO. 2019-264
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD,
CALIFORNIA, APPROVING PLANS AND SPECIFICATIONS AND AUTHORIZING
THE CITY CLERK TO ADVERTISE FOR BIDS FOR THE STORM DRAIN SYSTEM
REHABILITATION AND REPAIR PROGRAM, CORRUGATED METAL PIPE (CMP)
REPLACEMENT PHASE II, CAPITAL IMPROVEMENT PROGRAM (CIP) PROJECT
NO. 6607 (PROJECT).
WHEREAS, the City Council of the City of Carlsbad, California has determined it necessary,
desirable, and in the public interest to perform rehabilitation and maintenance activities on the city's
storm drain system; and
WHEREAS, Section 3.28.080 of the Carlsbad Municipal Code requires the City Council to adopt
a Resolution approving the plans and specifications for all construction projects that are to be formally
bid when the value exceeds the limits established by the Public Contract Code; and
WHEREAS, the plans, specifications and contract documents for the Project, have been
prepared and are on file at the city clerk's office and are incorporated herein by reference; and
WHEREAS, sufficient Infrastructure Replacement Funds are available in the Storm Drain System
Rehabilitation and Repair Program to complete the Project; and
WHEREAS, the Project is exempt from the California Environmental Quality Act (CEQA) per
CEQA Guidelines Section 15301 (d).
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Carlsbad, California, as
follows:
1. That the above recitations are true and correct.
2. That the plans, specifications and contract documents for the Project are hereby
approved.
3. The city clerk of the City of Carlsbad is hereby authorized and directed to publish, in
accordance with State law, a notice to contractors inviting bids for construction of the
Project, in accordance with the plans, specifications and contract documents referred
to herein.
Dec. 17, 2019 Item #11 Page 3 of 5
PASSED, APPROVED AND ADOPTED at a Regular Meeting of the City Council of the City of
Carlsbad on the 17th day of December 2019, by the following vote, to wit:
AYES: Hall, Blackburn, Bhat-Patel, Schumacher.
NAYS: None.
ABSENT: None.
MATT HALL, Mayor
I' ~~J-ktrYGomtt-f)epu'fl
1d BARBARA ENGLESON·, City Clerk / Clf:J
(SEAL) C Je,r
Dec. 17, 2019 Item #11 Page 4 of 5
CONSTRUCTION PLANS
FOR
STORM DRAIN SYSTEM REHABILITATION
AND REPAIR PROGRAM
(CMP REPLACEMENT -PHASE 11 )
PROJECT NO. 6607
SHEET INDEX
1 TITLE SHEET ..
2 KEY MAP GENERAL NOTES & LEGEND • .. 3 GROUP: 1 2 3 &4 ~-~ 4 GROUP: 5 6 7 & 8
5 GROUP: 9, 10, 11, & 12
6 POINT REPAIR DETAILS , ..
REFERENCE DRAWINGS CITY OF CARLSBAD GROUP NUMBER FACILITY ID AS-BUILT DWG NO.
1 SDP101690 811-4
2 SDC2501 269-7
3 SDC1824 167-2 CARLSBAD, CALIFORNIA SDC7908 109-4, 383-3
4 SDC7909 109-4, 383-3
SDP102196 109-4, 383-4
5 SDC8783 298-8
SDP102188 233-8
6 SDC1331 233-8
SDC1332 233-8 CITY COUNCIL SDC2518 192-5 7 SDC2519 192-5
8 SDP101885 168-9 MATT HALL-MAYOR SDC5693 168-9
9 SDC7938 330-2, 256-7B SOURCE OF TOPOGRAPHY SDC7939 330-2 256-7B PRIYA BHAT-PATEL-MAYOR PRO TEM 10 SDC5178 188-6 AERIAL IMAGERY AND UTILITY LOCATIONS SHOWN ON THESE PLANS WAS GENERATED BY 11 SOC2925 UNAVAILABLE GIS METHODS FROM INFORMATION GATHERED FROM THE CITY OF CARLSBAD AND SanGIS. 12 SDP101915 192-4 KEITH BLACKBURN -COUNCIL MEMBER RIGHT-OF-WAY AND PROPERTY LINES ARE APPROXIMATE AND ARE NOT SURVEYED AS PART
OF THIS PROJECT.
CORI SCHUMACHER -COUNCIL MEMBER
DECLARATION OF RESPONSIBLE CHARGE SCOTT CHADWICK -CITY MANAGER
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS
DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT
THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY
THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN. FINAL SUBMITTAL FIRM: AECOM TECHNICAL SERVICES, INC.
ADDRESS: 401 W. A STREET SUITE 1200 "AS BUILT"
CITY, ST.: SAN DIEGO, CALIFORNIA 92101
TELEPHONE: 619-610-7600 OCTOBER 2019 RCE ___ EXP. DAlE
ERIC ZIELKE, PE DATE: 10-31-2019 BY: RrnEWED BY:
R.C.E. NO.: C77895
INSPECTOR DAlE
REGISTRATION EXPIRATION DATE: 06/30/21
I SHr I CITY OF CARLSBAD 11 SHEETS I
PUBLIC WORKS DEPARTMENT 6
IMPROVEMENT PLANS FOR
STORM DRAIN SYSTEM REHABILITATION AND REPAIR PROGRAM
(PHASE II)
~[SS/ TITLE SHEET ® A:-COM ~ "· :z, ~
~) APPROVED: 1/444-<m, A;t,d,.,(, HOSSEIN AJIOEH I CALL 811 11114119
ATtEASrr.voo.1.vs TECHNICAL SERVICES, INC. ENGINEER MANAGER Prt:75991 6/JQ/20 DAlE I BHORt: YQL, DIG 1 COLUMBIA PLACE '.f. aw. ~
IDM<BY: ~11 11 DRA'MNG NO. I --1111aw. 401 W. A STREET, SUITE 1200 ~ II e11,1\~ DAll' INITIAL OAll' INITIAL OAll' .. TIAL PROJECT NO. CllllllnJ1111..._ SAN DIEGO, CA. 92101 --=--REVISION DESCRIPTION CHKD BY: _ilL_ 6607 ENG1NE£R <X WORK OTHER APPROVAL OTY APPROVAL RVWDBY: _EZ__ 520-2 U~:if. ~GROL~DSE!!\'ICE A.ER· O> S0\..,jN£~~ CA,,ro~~·~ TEL: 619.610.7600 www.aecom.com
SDC2518
SDC2519
04
SDC2501
03 02
SDP102188
SDC1331
SDC1332
04 06
SDC2925
® _...,.bllaw.
C8111111n11111llg.
CALL 811
ATLEASTTWOOA¥S BEFORE mu DIG
UNOHGROUNDSERVICEAURTOFSOIJTHERNCAUFORNIA
05 11
SDC7938
SDC7939
05 09
OCEANSIDE
VISTA
ENCINITAS
(f) KEY MAP
SCALE: 1" = 3000'
TRAFFIC CONTROL NOTES
1. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR EACH SITE TO
BE APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION ACTIVITIES.
2. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS
FOR DAYTIME CLOSURES OF ALL MAJOR AND PRIME ARTERIALS. FLASHING
BEACONS SHALL BE USED DURING NIGHT LANE CLOSURES.
3. A 620-2 "END ROAD WORK" SIGN SHALL BE PLACED AT THE END OF THE LANE
CLOSURE UNLESS THE ENO OF THE WORK AREA IS OBVIOUS, OR ENDS WITHIN
A LARGER PROJECT LIMITS.
4. THE MAXIMUM SPACING BETWEEN CONES IN A TAPER OR A TANGENT SHALL
BE APPROXIMATELY 10 FEET.
5. CONSTRUCTION AREA TRAFFIC CONTROL DEVICE SHALL MEET THE PROVISIONS
OF SECTION 12 OF THE MOST ~ECENT EDITION OF THE CALTRANS STANDARD
SPECIFICATIONS.
WATER DISCHARGE NOTE
1. ALL WASTE DISCHARGES TO SURFACE WATERS ARE PROHIBITED WITHOUT
WRITTEN AUTHORIZATION FROM THE STATE OF CALIFORNIA REGIONAL WATER
QUALITY CONTROL BOARD IN ACCORDANCE WITH TERMS, PROVISIONS AND
CONDITIONS OF STATE ORDER NO. R9-2015-0013 NPDES CAG919003. THE
CONTRACTOR SHALL CONTAIN ANY RESIDUAL LIQUIDS IN A SPECIFIED AND
CONTROLLED TEMPORARY AREA ON SITE PHYSICALLY SEPARATED FROM
POTENTIAL STORM WATER RUNOFF, WITH ULTIMATE DISPOSAL IN
ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.
PROJECT ACCESS NOTES
1. THE CONTRACTOR SHALL COORDINATE WITH THE CITY FOR ALL CONSTRUCTION
ACCESS 1NTO PRIVATE PROPERTY AND AREAS OUTSIDE OF THE PUBLIC
RIGHT-OF-WAY.
2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO
EXISTING FACILITIES RESULTING FROM CONSTRUCTION OPERATIONS UNLESS
SPECIFIED OTHERWISE.
TECHNICAL SERVICES, INC.
1 COLUMBIA PLACE
401 W. A STREET, SUITE 1200
SAN DIEGO, CA. 92101
TEL: 619.610.7600 www.aecom.com
GENERAL NOTES
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE
THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-
OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND
OMISSIONS DISCOVERED DURING CONSTRUCTION. All PLAN REVISIONS SHALL
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE
OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN
ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $2,000,000.00 FOR EACH OCCURRENCE OF LIABILITY THE INSURANCE
COMPANY WR1TJNG THE POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A
SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING
GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED
FROM THE CITY AND OTHER APPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS
ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE
IMPROVEMENT AGREEMENT.
7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
9. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR
THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY
REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (DIG ALERT)
SDG&E
AT&T
SPECTRUM CABLE
COX COMMUNICATIONS
CITY OF CARLSBAD(STREITS AND STORM DRAIN)
'CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER)
*SAN DIEGUITO WATER DISTRICT
*LEUCADIA WASTEWATER DISTRICT
*VALLECITOS WATER DISTRICT
*OLIVENHAIN WATER DISTRICT
811
(800)411-7343
(619)237-2787
(800)227-2600
(619)262-1122
(760)434-2980
(760)438-2722
(760)633-26SO
(760)7S3-01S5
(760)744-0460
(760)7S3-6466
*BUENA SANITATION DISTRICT (760)726-1340 x1330
*AS APPROPRIATE
10. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL
BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT
(760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M.
ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS Will BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
11. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR
CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES,
AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
12. 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.
13. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER
ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN
8:00 A.M. AND S:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO
EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS
OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING
DEPARTMENT COUNTER.)
14. 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.
15. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM ANO BLASTING PERMIT.
16. THE EXISTENCE ANO 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.
17. TO AVOID ANY DIRECT IMPACTS TO ANY BIRDS, DISTURBANCE OF SENSITIVE
HABITAT THAT SUPPORTS ACTIVE NESTS SHOULD OCCUR OUTSIDE OF THE
BREEDING SEASON (I.E., JANUARY 15 THROUGH SEPTEMBER 15) AND MAINTAIN
NOISE LEVELS BELOW 60 OBA. IF DISTURBANCE OF SENSITIVE HABITAT OF HABITAT
IN THE PROPOSED AREA OF DISTURBANCE MUST OCCUR DURING THE BREEDING
SEASON AND NOISE LEVELS ARE ABOVE 60 OBA, A QUALIFIED BIOLOGIST SHALL
CONDUCT A PRE-CONSTRUCTION SURVEY TO DETERMINE THE PRESENCE OR
ABSENCE OF NESTING BIRDS AT THE PROPOSED SITE LOCATIONS.
18. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
(ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION
PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE
PROPOSED WORK.
DATE INITIAL
19. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY
THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.
20. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT All TIMES DURING CONSTRUCTION.
21. 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 (S) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE
AVAILABLE PRIOR TO SCHEDULING.
LEGEND
CORRUGATED STEEL PIPE INLET
CURB INLET (TYPE B SHOWN)
CURB INLET (TYPE C SHOWN)
CUTOFF WALL
HEADWALL DISCHARGE POINT
GRATE
INLET POINT/DISCHARGE POINT
JUNCTION
PIPE
PIPE WITH PROPOSED LINER
STORM DRAIN CATCH BASIN
STORM DRAIN CLEANOUT
CALTRANS RIGHT-OF-WAY
CITY RIGHT-OF-WAY
NCTD RIGHT-OF-WAY
DRAINAGE EASEMENT
HIGH WATER LINE
SLURRY FILL PIPE ABANDONMENT
FACILITY ID
0
-= -
□
(ASSET NUMBERS SHOWN ON PLAN)
GROUP NO.
SHEET NO. WHERE LOCATED
ABBREVIATIONS
APPROX APPROXIMATE PRC POINT OF REVERSING CURVATURE
BC BEGINNING OF CURVATURE PVC POLYVINYL CHLORIDE
CIPP CURED IN PLACE PIPE RC RELATIVE COMPACTION
CL CENTERLINE RCP REINFORCED CONCRETE PIPE
COSD CITY OF SAN DIEGO RT RIGHT
CONC CONCRETE R/W RIGHT OF WAY
COORD COORDINATES RWQCB REGIONAL WATER QUALITY CONTROL BOARD
CMP
CSP
DWG
E
EC
EL
E'LY
EXIST
FL
FM
HDPE
HP
HT
IE
INT
INV
LF
LT
MAX
MH
MOD
N
NCTD
POT
DATE INITIAL
CORRUGATED METAL PIPE SDCO STORM DRAIN CLEANOUT
CORRUGATED STEEL PIPE SDMH STORM DRAIN MANHOLE
DRAWING SDRSD SAN DIEGO REGIONAL STANDARD DRAWING
EASTING SSPWC STANDARD SPECIFICATIONS FOR PUBLIC WORKS
END OF CURVATURE CONSTRUCTION
ELEVATION STD STANDARD
EASTERLY SWR SEWER
EXISTING TD TOP OF DIKE
FLOWLINE TYP TYPICAL
FORCE MAIN UNK UNKNOWN
HIGH DENSITY POLYETHYLENE VCP VITRIFIED CLAY PIPE
HIGH PRESSURE W'LY WESTERLY
HEIGHT WTR WATER
INVERSE ELEVATION
INTERSECTION "AS BUILT" INVERT UP/DOWN
LINEAR FEET
LEFT
MAXIMUM
MANHOLE RC£ ___ EXP-DATE
MODIFIED
NORTHING REVIEWED BY: NORTH COUNTY TRANSIT
DISTRICT
POINT ON TANGENT INSPECTOR DATE
I SH2T I CITY OF CARLSBAD I SHrrs I PUBLIC WORKS DEPARTMENT
IMPROVEMENT PlANS FOR:
DATE INITIAi..
STORM DRAIN SYSTEM REHABILITATION AND REPAIR PROGRAM
(PHASEII) KEY MAP, GENERAL NOTES,
LEGEND & ABBREVIATIONS
APPROVED: y¼44-W£-A,pad HOSSEIN AJIDEH
11/14/19
P(C75991 6 30 20 DATE
PROJECT NO. ORA'MNG NO.
ENGINEER CF WORK REVISION DESCRIPTION OlHER APPROVAL. OTY APPROVAL. 6607 520-2
OLICE CENTER
PARKING
LOCATION COORD: 33•os'19.7S"N, 117"15'53 96"W
GROUP 1 -REHABILITATION SCHEDULE
CD FACILITY ID: SDP101690
Access Point:
Asset no. 4D-1
CD
SCALE: 1" • 20'
GROUP 3 -REHABI LITATION SCHEDULE
FACILllY ID UPSTREAM ASSET DOWNSTREAM ASSET LENGTH WALL THICKNESS REMEDIAL ACTION
SDC1824 4D-1 4D-2 11' 0.30" -8mm CIPP LINER
l&" CMP HOST PIPE
SOC1124)
I
\
FACI LITY ID: SDC1824
SCALE: 1" • 20'
CONTRACTOR'S NOTE:
ALL EXISTING INFRASTRUCTURE AND UTILITIES SHALL
BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED.
A:COM
TECHNICAL SERVICES, INC.
1 COLUMBIA PLACE 401 w. A STREET, sum: 1200
SAN DIEGO, CA. 92101
TCL: 619.610.7600 www.aecom.com
DOLLAR TREE
33•10'42.75"N, 117"20'13.Sl"W I
CD
\
\
GROUP 2 -REH ABILITATION SCHEDULE
FACILllY ID UPSTREAM ASSET
SDC2501 5A-43
FACILITY ID: SDC2501
SCALE: 1" • 20'
LENGTH WALL THICKNESS REMEDIALACTION
55' 0.25 ~ mm CIPP LINER
WESTFIELD
P~ et.MINO REAL
GROUP 4 -REHABILITATION SCHEDULE
FACILllY ID UPSTREAM ASSET DOWNSTREAM ASSET LENGTH WALL THICKNESS REMEDIAL ACTION
SDP102196 41A-S92 41A-24 S3' 0.40" ~ 10mm CIPP LINER
"'"'""' ... ""'\ SDC7909 41A-23 41A-S92 81' 0.40" -10mm CIPP LINER
SDC7908 41A-21 41A-23 75' 0.40" -10mm CIPP LINER
\
\
24" CMP HOST PIP£\
(SOC7909) \
\
\
RCE __ EJCP, __ _ DATE
FACILITY ID: SDC7908, SDC7909 & SDP102196 CD SCALE: 1" = 20'
RrnE'/IED BY:
INSPECTOR DATE ~1 CITY OF CARLSBAD II SMEm I
~-=--=--=-~~-=--=--=-:-:::.-:::.-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::.1.-:::.-:::.-:::.~~-=--=--=-:-:::.-:::.-:::.-::-:::.-:::.-:::.-::: L..1_j . PUBUC WORKS DEPARTMENT . 6
r-------t==t==t=============t==t=j:==:j=:=j IMPROVEMENTPLANSFOR: STORM DRAIN SYSTEM REHASIUTATtON ANO REPAIR PROGRAM
(PHASE II)
1----l---l-------------~---11---1----1----1 FACILITY ID: SDP101690, SDC2501, SDC1824,
SDC8783, SDC7908, SDC7909 & SDP102196 PLANS
APPROVED:,,✓,~ Apd'd HOSSEIN, M~fg
1----l---1--------------+---ii---l--+--~ ENQNEIR MANAGER p!'c7599, 6 JO 20 ATE
Dl>N BY: I PR0.1:CT NO. ORAffllG NO.
'°o..::c:i,:::1!:...N'PROV....L..:.Nll:=:-l-.:::O~::::; __ ..L:.:lfllALC:::AL::::....j = :~; ::ft::: 6607 520-2 QAl[ NTIAl
EHQN([J! rr "'""' REVISION DESCRIPTION
MlltA COSfACQU.EGE
PAIIKINGlOT
LOCATION COORD: 33•07'00.48"N, 117.16'38.4S"W
NOTE: NOTIFY TENANTS OF UPCOMING
PROJECT, ADVANCE COORDINATION
WITH THE CITY REQUIRED. CJ)
GROUPS -REHABILITATION SCHEDULE
FACILITY ID UPSTREAM ASSET DOWNSTREAM ASSET LENGTH WALL THICKNESS REMEDIAL ACTION
SDC8783 37C-12 37C-10 36' 0.30" -smm CIPP LINER
FACILITY ID: SDC8783
SCALE: 1 • = 20'
.COSTA :tlGE
GROUP 7 -REHABILITATION SCHEDULE
FACILITY ID UPSTREAM ASSET DOWNSTREAM ASSET LENGTH WALL THICKNESS REMEDIAL ACTION
SDC2519 4D-26 40-25 57' 0.40" -10mm CIPP LINER
SDC2518 4D-27 4D-26 38' 0.40" -10mm CIPP LINER
Access Point:
Asset no. 27A-2
PACIFIC OCEAN
LOCATION COORD: 33•07'56.92"N, 117"20'10.63"W
NOTE: CONTRACTOR SHALL COORDINATE
WITH CITY OF CARLSBAD FOR PRIVATE
RESIDENTIAL ACCESS.
Access Point:
Asset no. 49A-S542
CJ)
ALGA RO
LOCATION COORD: 33.06'07 84"N, 117"15'41.53"W
GROUP 6 -REHABILITATION SCHEDU LE
FACILITY ID UPSTREAM ASSET DOWNSTREAM ASSET LENGTH WALL THICKNESS REMEDIAL ACTION
SDP102188
SDC1332
SDC1331
27A-J10
27A-3
27A-2
27A-7
27A-J10
27A-3
18" VCP HOST PIJE
(SDC1331)
EXISTING SOCO TYPE F PER
SDRSD DRAWING #D-7
ASSET NO. 27A-3
FL33.67
FACILITY ID: SDP102188, SDC1332, SDC1331
SCALE: 1 • = 20'
19' 0.30" -amm
39' 0.30" -smm
79' 0.30" -amm
GROUP 8 -REHABILITATION SCHEDULE
CIPP LINER
CIPP LINER
CIPP LINER
\
FACILITY ID UPSTREAM ASSET DOWNSTREAM ASSET LENGTH WALL THICKNESS REMEDIAL ACTION
SDP101885 49A-42 49A-S542 41' 0.59" -16mm C P IN
SDC5693 49A-42 49A-S717 10'
"AS BUILT"
RCE __ EXP. __ _ OAlE NOTE: LANE CLOSURE REQUIRED AT THIS
LOCATION WITH FLAGGERS. SEE TRAFFIC
CONTROL NOTES. CJ) FACILITY ID: SDC2518 & SDC2519 NOTE:CONTRACTORSHALLABANDON
ENTIRE PIPE WITH 2-CEMENT SACK
SLURRY FILL. CJ) FACILITY ID: SDP101885 & SDC5693 RE\1EWED BY:
SCALE: l" = 20'
CONTRACTOR'S NOTE:
ALL EXISTING INFRASTRUCTURE AND UTILITIES SHALL
BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED.
T[CHNICAL SERVKES, INC.
l COLUMBIA PLACE
401 w. A STREET, sum: 1200
SAN DIEGO, CA. 92101
TEL: 619.610.7600 www.aecom.com
SCALE: l" = 20'
INSPECTa! OAlE
1----+--lf-------------+---+--+---+--l CTl I cr11c ~s ~~~TBAD I w
IMPROVEMENT PLANS FOR,
STORM DRAIN SYSTEM REHABILITATK)N ANO REPAIR PROGRAM
!PHASE II)
FACILITY ID: SDC8783, SDC1331, SDC1332, SDP102188,
SDC2518, SDC2519, SDP10188S & SDCS963 PLANS
1---1---1--------------+--l--+--+---t CINEIR MANAGER P C75991
HOSSEIN AJDEH 11/14/19
QA
01\N BY: I PRO.ECT NO.
~J!g ~~ :11= 6607 DATE NTIN..
ENGMDt CF WORK REVISION DESCRIPTION
OAl[ NTIAL OAT[ NTIM.
OTHtR APPROVAL CTY N'fJR<1VN..
ORA'IIINC NO.
520-2
GROUP 9 -REHABILITATION SCHEDU LE GRO UP 10 -REHABILITATION SCHEDULE
Access Point: FACILITY 10 I UPSTREAM ASSET I DOWNSTREAM ASSET I LENGTH IWALL THICKNESS I REMEDIAL ACTION FACILITY 10 UPSTREAM ASSET DOWNSTREAM ASSET LENGTH WALL THICKNESS REMEDIAL ACTION
Asset no. 35A-10
Asset no. 35A-9
EXISTING 24" R~~-~_lS6-7B & 330-2
(NOT I...._.._...;IS CONTRACT)
LOCATION COORD: 33"07'08.36"N, 117"19'25.lO"W
NOTE: POSSIBLE DEWATERING AT
OUTFALL TO AVOID IMPACT TO CURING.
SEE WATER DISCHARGE NOTE.
'
ED
SOC7939 I 35A-10
SOC7938 I 35A-9
36" CMP HOST PIPE
(SDC7939)
I 35A-12
I 35A-10
FACILITY ID: SDC7939 & SDC7938
SCALE: 1" = 20'
' '
7
7
37' 7 0.59" -16mm I
26' I 0.59" -16mm I
GROUP 11 -REHABILITATION SCHEDU LE
CIPP LINER
CIPP LINER
NOTE: CONTRACTOR SHALL COORDINATE WITH CITY OF
CARLSBAD AND PRIVATE RESIDENTIAL ACCESS FOR 12'
DRAINAGE EASEMENT (FOOT ACCESS ONLY). ED
_______ ,_ _______ ,._. ___________ _
~
SOC5178 45A-46 45A-45 150' 0.69" -1smm CIPP LINER
FACILITY ID: SDC5178
SCALE: 1" = 20'
Access Point:
Asset no. 270-30
FACILITY 10 UPSTREAM ASSET DOWNSTREAM ASSET LENGTH WALL THICKNESS REMEDIAL ACTION
SDC2925 270-29 27D-30 56' SLURRY/ABANDON Access Point: ~
Asset no. 30B-S160 ~
' ' \
APPROX CITY R/W (TYP) ' '
\
\
\
G,~ ........ .............._ ~,,,,. ~ ... ....,8~D
~ ASSET NO. 27f),29
~<) ~.:~IIM~~~ ~&,,D
~ ' , r ' --
~I L=o=CA~T_1o_N_co_o,~.D3,=33=·~01~•3_2_.3_o_"N_,_1.11_·_19_'4_9_.s_4_"w~I----'~--------i --
NOTE: CONTRACTOR SHALL ABANDON ED FACILITY ID: SDC2925
ENTIRE PIPE WITH 2-CEMENT SACK _
SLURRY FILL. SCALE: 1" = 20'
CONTRACTOR'S NOTE:
ALL EXISTING INFRASTRUCTURE AND UTILITIES SHALL
BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED.
APPROX CITY R/W (lVP)
NOTE: CONTRACTOR SHALL ABANDON
ENTIRE PIPE W ITH 2-CEMENT SACK
SLURRY FILL
' '
~
~ ~ ~ ~
' '
~
"' ' '
ED
~ ~
'-:: ~
' ' "
~ ~ 'b==-=
' ' " ' '
FACI LITY ID: SDP101915
SCALE: 1" = 20'
"AS BUILT"
' RC( __ EXP----OAlE
RE\1E'IIEO BY:
INSPECTOR OAlE
~
1
CITY OF CARLSBAD
1
r~EETS
1 1----1---+--------------f--+---+---+---i ~. PUBUC WORKS DEPARTMENT . 6 1----+---+--------------f--+---+---+---i
r------4==t==t============::t==t==1==t=:j IMPROVEMENTPLANSFOR: STORM DRAIN SYSTEM REHABILITATION ANO REPAIR PROGRAM
(PHASE II) l---l---4--------------+--4---+---+----I FACILITY ID: SDC7938, SDC7939, SDCS178,
TECHNK:Al SERV,CES, INC.
1 COLUMBlA PLACE
401 W. A STREIT, SUITT 1200
SAN DIEGO, CA. 92101
Ttl: 619.610.7600 www.aecom.com
DATE HTI.AL
IN<HIJICE"°""
DATE N1IM. REVISION DESCRIPTION
DA.TE NTlAl
SDC2925 & SDP101915 PLANS
HOSstJN A..IDEH 11/14/19
6 30 20 A
PRQ.£CT NO. ORA VtlNC NO.
6607 520-2
CCTV FILENAME: 1_ 41A-21_ 41A-23.wmv
CCTV FILENAME: 45A-46-45A-70_122016_72_.MPG
CALL 811
&TL.WlTWODl\11 !£FOAE't'OU 01G
.. •· __ ,, ~.;. ,
;City of Carlsbad -SDC1332
Tierra Del Oro St. ,, ... , " •.
" einf orced Concrete Pipe· ·
DETAIL A-1
FACILITY ID: SDC1332 -SHEET 4 (NO SCALE)
DETA IL A-2
FACILITY ID: SDC5178 -SHEET 5 (NO SCALE)
TECHNtc.Al SERVICES, INC.
1 COLUMBIA PL.ACE
401 W. A STREET, SUITE 1200
SAN DIEGO, CA. 92101
TEL: 619.610.7600 www.aecom.com
USl\.1H: 27A-3
DSl\.1H: 2 7 A-7
Flow: Downstream
SPOT REPAIR NOTE {DETAIL A-1):
CONTRACTOR SHALL REPAIR THE HOLE AT THE TOP OF THE
PIPE BY A SIMPLE EDGE REMEDIATION, OR HAND TRIMMING,
AND EXTERNAL PATCH WOULD ENABLE LINING, BACKFILL AND
COMPACTION ABOVE THE PIPE.
SPOT REPAIR NOTE {DETAILA-2):
CONTRACTOR SHALL REPAIR THE HOLE AT THE INVERT BY
TRIMMING THE SPEARS, PREPPING THE HOLE AND USING
CONCRETE TO FILL THE HOLE TO ENABLE A SMOOTH INVERT
FOR ENABLING PROPER INSTALL.
"AS BUILT"
RCE ___ EJ<P. __ _
RE\1E\\ED BY:
INSPECTOR
DATE
DATE ~1 CITY OF CARLSBAD II SHEm I 1----+--+--------------t---t---t---+---1 ~. PUBLIC WOOKS DEPARTMENT . 6 1----+--+--------------+---t---+---+---1 IMPROVEMENT PLANS FOR:
1 -------t==t==t=============t===t==t==t==l STORM DRAIN SYSTEM REHABILITATK)N ANO REPAIR PROGRAM (PHASE Ill 1---+--+--------------+---t---+---+---1 POINT REPAIR DETAILS
APPROVED: ,¼4-4-W<,, Aj,dd HosSEJN 11ti~Ws
1---+--+--------------+--t---t---+---t ENGINEER MANAGER PW5991 6 JO 2D DATE
D\\tl BY: I PRO.ECT NO. DRA'MNC NO.
f-0-":-"';=-_...c..:".:.c11A1.c.:..,._:..+-'0
0""'•;=-_-'-'""""-'-':'-I = ~i -±:: 6607 520-2 DATE NTIM..
DIGIHEER CF WORI< REVISION DESCRIPTION