HomeMy WebLinkAboutDWG 479-5B; SDP 09-04A; SHOPPES AT CARLSBAD; 01-04GENERAL NOTES
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON TH'S SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE AN\' PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROu'ECT. Tri£ ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RF.:UEVE THE DEVELOPER OR ENG/NEER-
OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO
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 C1TY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERM/TTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIAB,LITY. THE INSURANCE
COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER
AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY
RA TING 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 DA TE OF THE
IMPROVEMENT AGREEMENT.
7. NO REVISIONS V>1LL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER. NOTED WITHIN THE REVISION BLOCK. ON THE
APPROPR/A TE SHEET OF THE PLANS ANO TITLE SHEET.
8. ORIGINAL DRAWINGS SHALi, BECOME THE PROPER TY OF THE Cl TY UPON BEING
SIGNED BY THE CITY ENGINEER.
9. THE ORIGINAL ORA V>1NG lsHALL BE REVISED TO REFLECT AS-BUil T CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
10. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
11 WHERE TRENCHES ARE V>1THIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SH[ET, (B) LABORATORY WORK SHEETS ANO (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT V>1LL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR W/7/-i/N TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE
WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO
THE CITY ENGINEER/NG INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A PRfCQNSIBUCDON MFFDNG 5f/AI l Bf Hf/ D AT THE S/Tf PRIOR m llif
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 CONSTRUCT/ON. APP.~OVED DRAV>1NGS MUST BE AVAILABLE
PRIOR TO SCHEDULING.
13. ALL INSPECTION REQUESTS OTHER THAN cOR 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 INSPECVON IS NITOm INSPECTIONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2: 00 P.M. V>1LL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
14. THE OWNER ANO/OR APPLICANT THROUGH THE DEVELOPER ANO/OR CONffiACTOR
SHALL DESIGN, CONSTRUCT ANO MAINTAIN AI.L SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
15. TYE CONTRACTOR SHALL CONFORM TO LABOR CODE SiCT/ON 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOV>1NG
THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVA T/ON. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS FSTARI 15HW BY llif CONSIBIJCTTON SAFFIY ORDFRS D Tl F 8
CALIFORNIA ADMINISTRA T/VE CODE, THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVA T/ON PERMIT MUST BE SUt3M/TTED TO THE INSPECTOR PRIOR TO
EXCAVATION.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
DURING CONSTRUCT/ON, OPERA DONS WIii CFASE IMMEDIA m Y ANO THE
PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERA TI/JNS WILL NOT RESTART
UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
17. ALL OPERA T/ONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND
6: 00 P.M. EACH DAY, MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEER/NG DEPARTMENT COUNTER.)
18. 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 AO,IACENT STREETS AS A RESULT OF THE
GRADING OPERATION.
19. NO BLASTING SHALL BE COMMENCED MTHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM AND BLASTING PERMIT.
20. THE EXISTENCE AND LOCA T/ON OF UTILITY STRUCTURES AND FACILITIES SHOWN
ON THE CONSTRUCTION PLANS WERE OBTAINED liY A SEARCH OF THE AVAILABLE
RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER
UTILITY FACILITIES OR STRUCTURES !NOT SHOWN OR IN A LOCA T/ON DIFFERENT
FROM THAT SHOWN ON THE PLANS. THE; CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTEC\ THE UTILITIES SHOWN ON THE PLANS AND
21. ~~y ~-z:t;Ar:;~;NGS::z~LITl::RI~~ s;:fc~;~sT/~iTO~oAw::__· EXISTING FACILITIES
( ABOVEGROUND ANO UNDERGROUND ) V>1TH/N THE PROJECT SITE SUFFICIENTLY
AHEAD OF THE CONSTRUCT/ON TO PERMIT THE REVISIONS OF THE CONSTRUCT/ON
PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH
THE PROPOSED WORK ..
22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCrlON NEAR THEIR
FACILITIES AND SHALL COORDINATE WORK V>1TH A COMPANY REPRFSENTA TIVE.
UNDERGROUND SERVICE ALERT (800)422-4133
SOC&£ ( 800)411-7 343
AT&T (800)892-0123
TIME WARNER CABLE (760)438-7741
COX COMMUNICATIONS (619)262-1122
CITY OF CARLSBAD(STREETS ANO STORM DRAIN) (760)434-2980
"c!TY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760)438-2722
'SAN DIEGU/TO WATER DISTRICT (760)633-2650
*LEUCADIA WASTEWATER D/Sffi/CT (760)753-0155
'VALLECITOS WATER DISTRICT (760)744-0460
'OUVENHAIN WATER DISTRICT . (760)753-6466
*BUENA SAN/TA TION DISTRICT (760)725-1340 x1330
' AS APPROPRIATE
23. IN ACCORDANCE ITHE CITY STORM WATER STANDARDS ALL STORM DRAIN INLETS
CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT
WASTE DISCHARGE DOWNSTREAM. STENCIL', SHALL BE ADDED TO THE SATISFACTION
OF THE CITY ENGINEER.
STREET NOTES
1. ACTUAL STRUCTURAL SECTIONS w1LL BE OE:ERMINEO AFTER "R" VALUE
TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE
OF CAL/FOf?NIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS
ANO THE ENGINEERED STRUCTURAL SECTION MUST " BE SUBMI TJED TO THE
ENGINEER/NS INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2)
CITY. WORKING DAYS BEFORE THE WORK BEGINS.
2. STREET LIGHTS SIJALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND
CONDUIT RUNS, SERVICE POINTS ANO HAND-HOLES SHALL BE SHOWN ON THE
''AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDA T!ONS WILL BE
ALLOWED. ALL LUM/NA/RES SHALL BE "cur OFF" TYPE.
3. ALL UNDERGROUND UTILITIES ANO LATERALS SHALL BE INSTALLED PRIOR TO
CONSTRUCT/ON OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4. WHERE AN EXISTING PIPE UN[ IS TO BE ABANDONED IT SHALL BE REMOVED
V>1THIN TWENTY FEET OF BUILDING OR STREET AREAS ANO REPLACED V>1TH
PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WfLL BE PLUGGED
V>1TH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
5, WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24,
CALIFORNIA ADMIN/STRA TIVE CODE.
6. STREET TREES SHALL BE INSTALLED PER SECTION VI OF THE CITY OF CARLSBAD
LANOSCi.PE MANUAL.
7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET V>1TH/N THE LIMITS
OF WORK OF THIS PLAN PER SORS owe M/9.
8. ALL SURVEY MONUMENTS ANO POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, ANO DOCUMENTED PER THE
PROFESSIONAL LAND SURVEYORS ACT.
9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY
ENGIN££RING INSPECTOR.
10. STREET LIGHTS SHALL BE 5,500 LUMEN (40 WA TT) OR 13.700 PUPIL LUMEN
(100 WA TT) HIGH EFFICIENCY INDUCTION LIGHTS.
SEWER NOTES
1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LATEST EDITION), VOLUME /-
GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER
LINES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRAWINGS AND NOTES
AND THE STANDARD SPECIF/CA T/ONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST
EDITION ( GREEN BOOK).
2. BEFORE ANY CONNECTION TO THE CITY'S EXISTING SYSTEM, A PERMIT
SHALL BE OBTAINED FROM THE CITY. IT MUST BE SIGNED AND APPROVED
BY THE CITY ENGINEER ANO SUPERINTENDENT.
3. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT
OF WAY PERMIT SHALL BE REQUIRED.
WATER NOTES
1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN
ACCORDANCE w1TH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST
EDITION) VOLUMES 2 & 3.
2. BEFORE ANY CONNECTION OR SHUT DOWN OF VAL'vES ON EXISTING C.M. W.O.
LINES, A PERMIT SHALL BE OBTAINED FROM THE CM. W.D OFFICE ANO MUST
BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY
ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER.
3. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION
DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE
PROVIDED -TELEPHONE NO. (760)438-3891.
4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT,
ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO
COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN
PERMISSION FROM THE DISTRICT ENGINEER.
5. AIL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY
MEANS OF CA THOD/C PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS
TEST REPORT AND OEMONSTRA TES THAT PROTECTION CAN BE PERFORMED IN
ANOTHER MANNER, THE DISTRICT ENGINEER #ILL CONSIDER AN ALTERNATIVE
FORM OF PROTECTION.
6. THE EXACT HORIZONTAL ANO VERTICAL ALIGNMENT AND TYPE OF MATER/Al S OF
THE FIRE LINE LOCA TEO BETWEEN THE DETECTOR CHECK VAL VI: ANO BUILDING
SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.
7. ALL POTABLE WATER SERVICES SHALL BE 1" AND ALL METERS SHALL BE /"
(UNLESS OTHERV>1SE NOTED ON PLANS).
8. ALL WATER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE AS
9.
MANUFACTURED BY ARMORCAST OR EQUAL.
MINIMUM SPACING BETWEEN POTABLE WATER SERVICES ANO SEWER LATERALS
SHALL BE 10 FEET.
10. THE TOP OF WATER METER BOXES SHALL BE FLUSH V>1TH THE FINISHED SURFACE
GRADE.
11. CONSTRUCT/ON OF WATER MAINS ANO RECYCLED WATER MAINS SHALL ADHERE TO
THE "CRITERIA FOR THE SEP ARA T/ON o;-WATER MAINS AND SANITARY SEWERS"
PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES.
12. AXIAL DEFLECTION AT THE PIP[ JOINTS IS NOT ALLOWED. THE USE OF A HIGH-
DEFLECTION COUPLING AT A PIPF JOINT MAY BE PERMITTED BY THE INSPECTOR ON
A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEF/.ECT/ON PER
COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.O. FOR
C900.
13. BEFORE CONSTRUCT/ON BEGINS IN ANY PUE/UC RIGHT OF WAY, A CITY RIGHT
OF WAY PERMIT SHALL 8£ REQUIRED.
14. NO CUTTING OF ASBESTOS CEMENT PIPE (ACP) IS PEilMITTEO. CONTRACTOR SHALL
REMOVE ACP TO NEAREST COUPLING ANO INSTALL ACP X PVC ADAPTORS ANO THE
NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL THE TEE AT THE STATION.
15. PRIOR TO BACKFILL, INSTALL TRACER V>1RE ON TOP OF PIPE AND SECURE IN PLACE
IMTH 2-INCH V>1DE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE
TO ENTER VAL VE STANDS BY MEANS OF DRILLED HOLE IN PIPE STANO WALL JUST
BELOW 4TTBOX. V>1RE IS NOT TO INTERFERE V>1TH VALVE NUT OPERATION. RUN TRACER
V>1RE CONTINUOUSLY ALONG PIPE AND TERM/NA TE IN ADJACENT VAL VE BOXES FOR
BURIED ASSEMBLIES OR BURIED VALVES. WHERE BURIED SPLICES OCCUR, US[ AN
ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE 24
INCHES OF COILED V>1RE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING
EQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCA TEO
USING THE TRACER V>1RE. PROTECT WIRE INSULATION FROM DAMAGE DURING
INSTALLATION ANO BACKFILLING. V>1RE INSULATION THAT IS BROKEN, cur, OR DAMAGED
SHALL BE REPLACED.
TRACER WIRE SHALL BE AWG NO. 8 STRANDED COPPER V>1RE V>1TH HIGH MOLECULAR
WEIGHT POLYETHYLENE (HMW/PE) /NSULA TION SPECIF/CALLY DESIGNED FOR DIRECT
BURIAL IN CORROSIVE SOIL OR WATER. POLYETHYLENE INSULATION SHALL CONFORM TO
ASTM D 1248, TYPE 1, CLASS C. V>1RES V>1TH CUT OR DAMA GEO INSULATION ARE NOT
ACCEPTABLE ANO REPLACEMENT OF THE ENTIRE V>1RE WHICH HAS BEEN DAMAGED WILL
BE REQUIRED _AT THE CONTRACTOR'S EXPENSE.
SIGNING AND STRIPING NOTES
1. T/-1£ CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING ANO STRIPING.
2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCO 200J REVISION 1, AS
AMENOED [.OR USE IN CALIFORNIA). CAL TRANS STANDARD SPECIFICATIONS (JULY 2006
OR LA TEST VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS. -
3. AI.L SIGNING ANO STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS
DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION.
4. ANY DEV/A T/DN FROM THESE SIGNING ANO STRIPING PLANS SHALL BE APPROVED BY THE
ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD.
5. ALL SIGNING ANO STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CATIONS.
STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE
ENCAPSULA TEO LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL).
6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND
ANO MARKINGS V>1THIN A 500' PERIMETER OF THE CONSTRUCT/ON PROJECT V>1LL BE
RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE
CITY INSPECTOR.
7. EXACT LOCATION OF STRIPING ANO S70P LIMIT LINES SHALL BE APPROVED BY THE
PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION.
8. CONTRACTOR _SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS ANO PAVEMENT
LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR.
9. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST VERSION OFTHE CAL TRANS METRIC
STENCILS.
10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10'
INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED.
11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS
SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED.
12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON
13.
. 14,
UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCO 200.3 REVISION 1, AS AMENDED
FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD ORAV>1NG M-19.
ALL MEDIAN NOSES ANO FLARES SHALL BE PAINTED YELLOW.
ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION/, AS AMENDED FOR USE IN
CALIFORNIA) UNLESS OTHERWISE SPECIFIED. ·
15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING w1TH BREAKAWAY BASE PER
SAN DIEGO REGIONAL STANDARD DRAWING M-45.
16. WHEN A SIGN IS A TT ACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY
OF CARLSBAD MOUNTING BRACKET V>1TH smAPS,
17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR
TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A VENUE.
18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY
THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE
RELOCATED OR TO REMAIN.
19. (IF NECESSARY) WHERE R4-7 SIGN AND OMI-J OBJECT MARKER ARE TO BE INSTALLED
IN A 2-FOOT Vi-10£ MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" AND THE OM1-J
OBJECT MARKER SHALL BE 12"X12"
SOURCE OF TOPOGRAPHY
BY AERIAL TOPOGRAPHY PER SEABOARD ENGINEERING CO. DATED
SEPTEMBER 16, 2015. ADDITIONAL LAND SURVEY BY GEOCENTRIC LANO
SURVEYING DA TEO JULY 1 2013 TO JUNE 16 2016.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER
156-302-09, 24
THIS PROJECT ADDRESS IS
2525 EL CAMINO REAL CARLSBAD, CALIFORNIA 92008
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS
2008-6228, NAO 83 (366-1665, NAO 27)
BENCH MARK
DESCRIPTION:
LOCATION:
ELEVATION:
CLSB-086 2.5" BRASS DISK STAMPED 'CLSB-086 LS 6215'
NORTHWEST CORNER OF SOUTH VISTA WAY BRIDGE OVER
BUENA VISTA CREEK
24.186 M.S.L. DATUM: N.G.V.D. 29
INDEX OF SHEETS WORK TO BE DONE
SHEET 1: TITLE SHEET, LEGEND, KEYMAP & NOTES
WATERLINE PLAN & PROFILE, DETAILS ANO NO TES
FH, BACKFLOW PREVENTER, FOG, DCA &
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
SHEET 2:
SHEET 3:
WATER METER PLAN
SHEET 4:
SHEET 5:
PUBLIC SEWERLINE RELOCA T/ON PLAN & PROFILE
PUBLIC SEWERUNE RELOCATION PLAN & PROFILE
REFERENCE DRAWINGS
DRAWING NO. 289-9
DRAWING NO. 805-6
DRAWING NO, 805-3
SITE LAYOUT, GRADING AND UTILITY PLAN
GRADING & DRAINAGE PLAN, UTILITY PLAN
AND WATER IMPROVEMENT PLAN
SITE UTILITY PLAN, GRADING, DRAINAGE
AND PAVING PLAN
FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED
BY THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEER/NG STANDARDS
J,
4.
5,
6,
THIS SET OF PLANS
RESOLU T/ON NO. __ 2_0_0~9_-=2~72~ DA TED ___ -'-'10,.,./-=-2'-"7 /_,,2"'-00~9'------
THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
• •• -,·_..<~,,.,_-<], _,1..'.J...,-.. ,; --·.;';""r~•.,-,~ ·•
SOILS REfQRTj,NO RECOMMENOA TIONS BY, ·_-Jq#/iJl3a,Ol/!lR _ : ,,,
DA TEO~•: M~ '2-b, '2QI~ .. ', :,-; ' . ,, '" ""· -._ .... --·""---;-'"""
BASIS OF BEARINGS 7. THE SAN DIEGO AREA REGIONAL STANDARD ORA V>1NGS AND AS MAY BE MODIFIED
BY THE CITY OF CARLSBAD STANDARDS.
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA
COORDINATE SYSTEM, NAO 83, ZONE 6, EPOCH 1991.35, GRID BEARING
BETWEEN CITY OF CARLSBAD SURVEY CONTROL STA T/ONS DESIGNATED
'CLSB-086' ANO 'CLSB-128' PER RECORD OF SURVEY NO. 17271. I.E.
N8Y17'40"E
8.
9.
CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DATED NIA
STORM WATER POLLUTION PREVENTION PLAN PREPARED BY HOFMAN PLANNING &
ENGINEERING. DATED: N/A, WD/0 NO. ]!l£_ SW NO. 16-401
DEVELOPER
NAME:
ADDRESS:
ROUSE PROPERTIES
2525 EL CAMINO REAL
CARLSBAD, CA 92008
PHONE NO.: 214-660-5232 (215232)
STORM WATER MANAGEMENT PLAN, SW-13-317, PREPARED BY HOFMAN PLANNING
ANO ENGINEERING DATED: FEBRUARY 4, 2014, SWMP NO. 13-14
CALIFORNIA STORM WATER QUALITY ASSOC/AT/ON BMP CONSTRUCTION HANDBOOK
ANO CALTRANS CONSTRUCT/ON SITE BMP MANUAL.
LEGEND:
DESCRIPTION
PROP. 8" PVC PR/VA TE WATER LINE
PROP. 8" 01 PR/VA TE WATER LINE
PROP. 6" PVC PUBLIC WATER LINE, C900
PROP. 3" PVC SCH 40 PR/VA TE WATER LIN[
PROP. 2 1/2" PVC SCH 40 PVT. WATER LINE
PROP. 2" PVC SCH 40 PR/VA TE WATER LINE
PROP. PUBLIC 6" FH ASSY. W/ 6" GATE VALVE
PROP. 8" GATE VALVE
PROP. 6" GATE VALVE
PROP. B" X 90' BENO FL
PROP. 8" X 22.5' BENO FL
PROP. 8" TEE FL
PROP. 8" X 8" X 6" TEE FL
PROP. 2" WATER METER (MAX. 680 GPM)
V>1TH 2 1/2" BACKFLOW PREVENTER
PROP. 8" DETECTOR CHECK ASSYMBL Y {PVT)
PROP. 2" WATER METER V>1TH
3" BACKFLOW PRVENTER
THRUST BLOCK
DWG.NO.
CMWD W-2*'
CMWD W-2*'
CMWD W-2*'
SEE PLAN
SEE PLAN
SEE PLAN
CMWD W-12**
CMWD W-16*'
CMWD W-16'*
SEE PLAN
SEE PLAN
SEE PLAN
SEE PLAN
SEE SHEET 3
CMWD W-22
SEE SHEET 3
CMWD W-19
SYMBOL
w w
w w
w w
w w
w w
w w
;>-0 f -
--
-----<MTR BP >-----
-------<~f------
-----a-~
v
QUANTITY
3 EA
2 EA
2 EA
2 EA
"DECLARATION OF RESPONSIBLE CHARGE"
CITY OF
\
OCEANSIDE
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT,
THA T I HA VE 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.
PROPOSED EASEMENT
EXISTING LOT LINE
EXISTING EASEMENT
~f-----1
ELEC~
---1,/ --w
--s
==---~=s !n== -=..':'.___~.:-= sJE: =
---G-- -----
ALL STANDARD DRAWINGS ARE SAND DIEGO REGIONAL STANDARD ORAV>1NGS (SDRSD) UNLESS NOTED OTHERWISE,:
• CITY OF CARLSBAD STANDARD -*' CARLSBAD MUINICIPAL WATER DISTRICT STANDARD DRAWING
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ct w Lu z
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'" SDRSO AS MODIFIED BY CITY OF CARLSBAD
NOT TO SCALE
VICINITY MAP
TOTAL DISTURBED AREA = 2 366 AC
(THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-
S/TE WORK INCLUDING PUBLIC IMPROVEMENTS AND
TEMPORARY DISTURBANCE SUCH AS VEHICLE AND
EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER
FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES,
BACKFILL CUTS, ANO SLOPE KEYWAYS)
TOTAL REPLACED IMPERVIOUS AREA =--~z~2=66~A~G-
TOTAL PROPOSED IMPERVIOUS AREA ---~z~Z~6u6~A~C~
CITY OF CARLSBAD FIRE DEPARTMENT
REQUIREMENTS
NO. OF F.H.(S)_F,FLOW __ G,P.M. OUT OF_F.H.(S).
B L D G. SPRINKLED YES/NO .. , F.FLOW __ G.P.M.
FIRE MARSHAL DATE
~
'11 "AS BUil T"
RCE __ _ EXP, ___ _ DATE
1---------------------REVIEWED BY:
INSPECTOR DATE
PG,,JY.OH&W.DI 111P 'DIU SWMP 13 14 1---+---+--------------+----+---+----+-------<I SH,EET I CITY OF CARLSBAD I SH~TS I t
S'IIRIWA 1ER R£QJIREJIEH1S 1HAT APPi. ~
D STAHDARO SnHIWA 1ER REQ(JIREJEN1S C8J fflKRTY PRO.£Cr RE.WfffJIEN1S
TYPI ma MPnON C"'8lll 11111.
B/0-REJfNTION VEGETATED TC-32 BIO-SWALE ,
BIO-RETENTION FLOW-THROUGH TC-32 PLANTER
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PRIVATE
EXEIIPT FROtl HYDRCIKXJIFICA 7ION1 ~
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BMP MAINTENANCE owe. 479-5A . YEARLY MINIMUM
AGREEMENT 4 -9 OR AS NEEDED
BMP MAINTENANCE DWG. 479-5A YEARLY MINIMUM
AGREEMENT 4 -9 OR AS NEEDED
ENGINEERING DEPARTMENT ,
l',7---+---+------------------+---+---1----+----I ;:P=u=B=L=Ic::::'..'w:::A=T=E=R=IM=P=R=o=v==E=M=E=N=T=P=LAN=s=F=o=R=, =====~ ~
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~1',GfEpS1~·lt-----+------t---~----------t-----+---+--+----I :0~,~~ri \ THE SHOPPES AT CARLSBAD PHASE 2
TITLE SHEET
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(l_ .w o C 53 1/1 [; APPROVED:/}ASOl)I'} s,,_GELDERT /, I ~ i 1 /< //.... . Y n.. _ _,__,_ ~ > J fZDlr g>
''' p. Bf'//1; •,'l~-'oA'TE ·::, cI'' IV~·"'~, CITY ENGINPfR RCE'63912 EXPIRES 9/30/18 ::;
SUalP PIIDJICT P■Fdffi: HIGH
,.!("' CAll'~ DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: HH /ISM I PROJECT NO. I D4RA7W9IN-5G BNO. wg'
, REVISION DESCRIPTION CHKO BY ~B~R -SDP 09-04A L----------------------------------!'-------~L.--------------------------------------.L.--------~'--4-----J,;;,EN~G~,N;EE;R;.;,,OC.;;,WO;R~Krl-----------------·O~T;HE;R~A;P;PR;O~YA;L.1,.;;,;Cl~TY~AP~P;R~OV~A~L.i.:~R~V~W~D~B~Y~:~~~~-iiiiii~iiiiii~iiiiii~iiiiiii~iiiiiiiiiiiiiiiiiiiiii~I~
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LEGEND
DESCBIPTION
EXISTING BOUNDARY
EXISTING EASEMENT I
EXISTING FEMA FLOOD PLAIN
EXISTING RIGHT OF WAY
EXISTING LOT LINE
EXISTING BUILDING
EXISTING SIDEWALK RAMP
EXISTING TREES AND BRUSH
EXISTING CONTOUR
EXISTING CROSSWALK
EXISTING ROAD STRIPING
SYMBOL
------
------------
-----40-----
-il'CfJ!f]T,Til i .d!J!. I LLi:..•, _,
EXISTING ROAD STRIPING
EXISTING FIRE HYDRANT ASSY.
EXISTING PUBLIC STREET LIGHT
EXISTING PR/VA TE STREET LIGHT
EXISTING ELECTRICAL EQUIP.
EXISTING WATER LINE
EXISTING SEWER LIN£
EXISTING STORM DRAIN
£XISTING GAS LINE
£XISTING ELECTRICAL LINE
EXISTING CURB
EXISTING CURB & GUTTER
EXISTING TRAFFIC SIGNAL
£XISTING STRE£T SIGN
£XISTING R£TAINING WALL
r.-~,,
<~ J[tf ~"
~
0>---$:
◊
---\,/
-G-
--\,I
s
--ELEG~-
V V V
-----
LEGEND
DBSCRIPTION
PROPOSED EASEMENT
SECTION LINE, SEE SHEET 4
SYMBOL
\.\
\ I (/)
\~
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INDEX MAP I
SCALE: 1" = 60' • I
INDEX OF SHEETS
SHEET 1:
SHEET 2:
SHEET 3:
SHEET 4:
TITLE SHEET, LEGEND & NOTES
INDEX MAP & LEGEND
DETAILS
PUBLIC WATER PLAN
ABBREVIATIONS
• SPOT ELEV. J?.56 FG
• CMU = CONCRETE MASONRY UNIT
• FS = FINISHED SURFACE ELEVATION (HARDSCAPE)
• FG = FINISHED GRADE ELEVATION (EARTH)
• FL = FLOWI..INE ELEVATION (DRAINAGE COURSE)
• G = GAS LINE
• GI = GREASE WATER
• RIM = RIM ELEVATION (STORM DRAIN)
• TW = TOP OF WALL ELEVATION (RETAINING WALL)
• TF = TOP OF FOOTING OF WALL (RETAINING WALL)
• I.E. = INVERT ELEVATION (STORM DRAIN)
• TC = TOP OF CURB ELEVATION
• 1B = TOP OF BANK ELEVATION
('.
z
O-u. LI. z
(.'. z
LI.
C z
<I
• CASQA = CALIFORNIA STORMWA TER QUALITY ASSOC/A TION ('. z
z z
<I
• COF = CONTROL DENSITY FILL
• POC = POINT OF CONNECTION
• PVT= 'PRIVATE
• FOC = FIRE DEPARTMENT CONNECTION
• SDMH = STORM DRAIN MANHOLE
• SOCO = STORM DRAIN CLEAN OUT
• SSMH = SANITARY SEWER MANHOLE
• ACP = ASBESTOS CONCRETE PIPE
• VCP = VITRIFIED CLAY PIPE . ·'
• SSCO = SANITARY SEWER CLEANOUT
• SSPOC = SANITARY SEWER POINT OF CONNECTION
-. .,·
• RCP = REINFORCED CONCR£TE PIP£
• SD = STORM DRAIN
• SS = SANITARY S£W£R
• TP = TOP OF PIPE
• BP = BOTTOM OF PIPE
• EX. = £XISTING
• WTR = WATER
• CF = CURB FACE
• TYP = TYPICAL
• DIP = DUCTILE: IRON PIPE
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C. C :r
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RCE EXP.
REVIEWED BY:
DATE
(
C
(
~=====~=====~=================================J=====J=====c=====c===~,-;:::::::::::::::::;-1;=~;;;;;:::::;~;:::::~:::::::::~~~~~~2:~~::1 'i C
INSPECTOR DATE
I ~HEET I CITY OF CARLSBAD I SH~TS I /
/ ENGINEERING DEPARTMENT
PUBLIC WATER IMPROVEMENT PLANS FOR:
' ' / ' ' -
(
THE SHOPPES AT CARLSBAD PHASE 2 ~ ;
' ' ·' INDEX MAP &: LEGEND ,
-A-PP_R_o_VE...,a,...' -.::1: .. so:i...<:j-"~"'-~GElll,.L~-ER_T _____ s/, /ZOJ 1" ~
CITY ENGINl'.ER RCE 63912 EXPIRES 9 30 18 DATE , ' DATE INITIAL DWN BY: PROJECT NO. DRAWING NO. ', DATE INITIAL DATE INITIAL RR ____________________________________________________________________ ..,.;. ______________ c:::::: __ ..1,E~N~G,~NE~E~R~oF..;.wo;R~Ki---•R•E•v•1s.1.o.N_o_E_s_c_R_1P.r.1o•N----~o~T;HE;R~A;PP;R~ov;AL~.c~1T~Y~A;P;PR;o;vA~L~~~~~~~giiiiiiii~~{:;~~iii~ .. s~D~P~0~9~-~0~4~Aiiiiiiii~.4~7~9~-5~B~:
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ITEM
1
2
3
4
5
6
7
8
CONSUMER RESPONSIBILITY:
TO BE INSTALLED PURSUANT TO
MUNICIPAL CODE BOOK 14.08.010.4001-
SEC. 5 & TITLE 17 OF THE CALIFORNIA
AOMINISTRA TIVF CODE
PUBLIC PR/VA TE
2 TO PROPOSED 2•
WATER METER PER
CMWD W-4
W/ COPPER TO ---'>':,'' I I I ! '
Of ADAPTOR ~-f'. .. · •• :.~
.. ~6
DESCRIPTION SPEC/DWG
APPROVFD CHECK VAL\,£ & BACKFLOW
PREVENIFR (RP) ASSEMBLY
2
NOTES:
2
FL. 90" BEND (SIZE & TYPE) PER PLAN
3' WIDE X 4• THICK CONCRETE PAD (2000 PSI) ALL BURIED NUT!:' AND BOLTS SHALL BE
316 STAINLESS STEEL INSTALLED
CML&C STl SPOOL PER SEC. 15056
DIP OR CML&C C-150 STEEL SPOOL W / S. 0. W. 0 FL
THRUST BLOCKING (3250 PSI.) 560-C-3250 W-19
GATE VALVE
POLYETHYLENE ENCASEMENT
DETAIL: 2 1/2" BACKFLOW INSTALLATION
DETAIL: 3" BACKFLOW INSTALLATION
NOT TO SCALE
( SEE SHEET 4)
GENERAL r-iOIES:
1.
2.
3.
EXISTING UTILITIES ARE BASED ON DRAWING NUMBERS 805-3 & 805-6. EXACT
ALIGNMENT AND DEPTH OF UTILITIES WILL BE DETERMINED BY UNDERGROUND
IN VEST/GA TIONS PRIOR TO CONSTRUCTION.
EXACT PLACEMENT OF LIGHT STANDARDS AND OTHER SIGN FIXTURES IS SUBJECT
TO A DETAILED LIGHTING PLAN T.HA T SHALL BE APPROVED PRIOR TO ISSUANCE
OF A BUILDING PERMIT OR GRADING PERMIT, WHICHEVER OCCURS FIRST.
FIRE SPRINKLER SYSTEMS ARE REQUIRED. FIRE SPRINKLERS ARE TO BE
DESIGNED TO NFPA 13 STANDARDS BY FIRE SPRINKLER CONSULTANT.
...
\
' II
NOTE A:
CAUTION!!!!
NO CUTTING OF ASBESTOS CEMENT (ACP} PIPE IS PERMITTED.
CONTRACTOR SHALL REMOVE ACP TO NEAREST COUPLING ANO
INSTALL ACP X PVC ADAPTORS 'MTH THE NECESSARY PVC SIZE
AND CLASS. INSTALL TEE/ELBOW AT THIS STATION, IF NECESSARY.
SPECIAL NOTES:
THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE
CONTRACTOR BY THE ENGINEER OF WORK. THE CITY ENGINEERS
SIGNA TUR£ ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY
OF THESE NOTES AND THE CITY WILL NOT BE RESPONSIBLE FOR THE
ENFORCEMENT.
I. THE LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE RECORD
INFORMATION. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION
OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITHIN
THE PROJECT SITE. THIS WORK SHALL BE PERFORMED SUFFICIENTl Y
AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO THE CONSTRUCT/ON
PLANS IF ACTUAL LOCATIONS ARE FOUND TO BE IN CONFLICT WITH THE
PROPOSED WORK. CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OF
ANY CONFLICTS OR ANY OT.HER UTILITIES ENCOUNTERED PRIOR TO
PROCEEDING 'MT.H CONSTRUCTION
2. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE
UTILITY LINES SHOWN AND ANY OT.HER LINES NOT OF RECORD OR NOT
SHOWN ON THESE PLANS. ANY PAVEMENT OR OT.HER EXISTING SURFACE
IMPROVEMENTS DAMAGED BY CONTRACTOR SHALL BE REPLACED AS
REQUIRED BY THE CITY OF CARLSBAD ENGINEERING DEPARTMENT.
3. SAFETY PRECAUTIONS ANO ADEQUATE BARRICADING TO BE IN FORCE BY
THE CONTRACTOR AT ALL TIMES. NEITHER THE OWNER NOR THE
ENGINEER OF WORK 'MLL ENFORCE SAFETY MEASURES OR REGULA T/ONS.
THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL
SAFETY DEVISES, INCLUDING SHORING, AND SHALL BE SOLELY
RESPONSIBLE FOR CONFORMING TO ALI .. LOCAL, STA TE AND FEDERAL
SAFETY AND HEAL TH STANDARDS, LAWS AND REGULATIONS.
4. ALL LENGTHS AND DISTANCES FROM IMPROVEMENT SHOWN ON THESE
PLANS ARE MEASURED IN A HORIZONTAL PLANE.
5. THE DISPOSAL OF ANY ASBESTOS CEMENT PIPE SHALL BE IN
ACCORDANCE WITH ALL CURRENT LOCAL, STA TE AND FEDERAL
REGULATIONS.
6. THE WORK TO BE DONE SECTION OF THIS SHEET LISTS THE STANDARD
SPECIF/CATIONS AND DRAWINGS USED DURING THE IMPROVEMENT
PLAN/GRADING PLAN DESIGN. THESE PLANS HA VF BEEN PREPARED IN
ACCORDANCE WITH THE CURRENT EDITIONS OF THE STANDARD
SPECIF/CATIONS AND DRAWING IN EFFECT ON THE DA TE OF THE
S/GNA TUR[ BY THE ENGINEER OF WORK.
NOTE
ALL WORK IN EXISTING WATER LINE
TO BE STARTED ONLY AFTER FIRE
DEPARTMENT & CARLSBAD MUNICIPAL
WATER DISTRICT PRIOR APPROVAL OF
WATER SUPPLY SHUT-OFF.
NOTE:
FOR STORM DRAIN PLAN SEE PRECISE
GRADING PLAN DRAWING NO. 479-5C,
SHEET 6, 7.
NOTE:
FOR UTILITY PLAN SEE PRECISE
GRADING PLAN ORA 'MNG NO. 479-5C,
SHEET 8, 9.
NOTE
ALL WORK IN EXISTING WATER LINE TO BE
STARTED ONLY AFTER FIRE DEPARTMENT &
CARLSBAD MUNICIPAL WATER DISTRICT PRIOR
APPROVAL OF WATER SUPPLY SHUT-OFF.
RCE
--REVIEWED
INSPECTOR
"AS BUil T"
EXP. DATE
BY:
DATE
/t-------+----+------+---t---~ w CITY OF CARLSBAD LTI ENGINEERING DEPARTMENT
PUBLIC WATER IMPROVEMENT PLANS FOR:
DATE INITIAL DA TE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
TI-E SHOPPES AT CARLSBAD PHASE 2
DETAILS
APPROVED/7AS~, S., GELDERT J_
-~'~ /.d./~ 't:_----,---..--Sljjt,Df:,0
CITY ENG~ ER RCE 63912 EXPIRES 9/30/IB
DWN BY: Ke< /NM I
CHKD BY: ~B=R __
RVWD BY:
PROJECT NO.
SDP09-04A
DATE
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-
EX. STU80UT
(/[=37.34)
10· so
EX. 10" SD
PER 805-3
R
V)
"--~--,.=~ ___ J_,._. ------~-~,--------
c--,;=---------·:,:,;w--== ----SD-"'-
--EX SDMH
(RIM 43.42)
LOT LINE
EXISTING UNDER
GROUND LEVEL
(IE 39.50) ----_ _ __
\
NOTE:
• 8" DCA PER CMWD W-22
•• 2" WATER SERVICE PER CMWD W-4
*'* 2" WATER METER PR CMWD W-4 AND J"
BACKFLOW PREVENTER PER DETAIL ON
SHEET J
CONSTRUCTION NOTE;$:
,._j) PROPOSED GREASE INTERCEPTOR
PER owe. 479-5C
,i) PROPOSED GREASE INTERCEPTOR
PER DWG. 479-5C
~ PROPOSED PVC SWR PER DWG. 479-5C
,a PROPOSED SWR VENT PER DWG. 479-5C
r:i) PROPOSED SWR VENT PER DWG. 479-5C
EXISTING BUILDING
FF=44.36
f;X. BU/LO/NG
LINE
LINE TABLE
LINE LENGTH BEARING TYPE (C900)
L1 3.00' NOO'J6'J1 "E 8" DIP FL
L2 26.00' N89'23'29"W 8" DIP FL•
L3 53.99' S00"36'31"W 8" DIP FL
L4 16.29' N25'11'04"E 6" PVC C150 DR-18
L5 4.27' N19'2J'29"W 2" W1R SERVICE "
L6 4.27' N19'2J'29"W 2" W1R SERVICE ••
Ll 12.27' N70'36'31"E SEE DETAIL AT SHT 3
LB 12.00' N70'36'31"E SEE DETAIL AT SHT J
L9 26.35' N19'21'18"W 2 "PVC SCH 40
LIO 23.58' N19'2J'29"W 2 " PVC SCH 40
L11 74.01' N7D'J6'Jl"E 2 "PVC SCH 40
L/2 62.02' N70'36'3/"E 2 "PVC SCH 40
L/3 7.05' N19'23'29"W 8" DIP FL
L14 4.30' N19'23'29"W 2" W1R SERVICE ••
L15 12.08' N70'36'31 "E SEE NOTE •••
L16 13.00' N70'36'J1 "E SEE NOTE •••
L17 20.BB' NI 9'23'29"W 3" PVC SCH 40
LIB 18.89' NI 9'23'29"W J" PVC SCH 40
L19 20.24' N70'36'31 "E J" PVC SCH 40
L20 11.89' N70'J6'31 "E J" PVC SCH 40
L21 32.06' N19"23'29"W 2 "PVC SCH 40
L22 35.06' N19'23'29"W 2 • PVC SCH 40
L23 38.06' N19'23'29"W J" PVC SCH 40
L24 41.06' N19'2J'29"W 3" PVC SCH 40
L25 , J.00' NOO'J8'04"W 6" PVC C150 DR-18
L26 4.31' N19'2J'29"W 2" W1R SERVICE *'
SCALE: H: 1" = 20'
V: 1" = 4'
~
PLAN
SCALE: 1" = 20'
0 10· 20· 40'
SCALE
7" = 20'
LINE TABLE
LINE LENGTH BEARING TYPE (C900)
L27 19.64' N19'2J'29"W 8" DIP FL
L28 JO.OB' N70'J6'J1"E B" DIP FL
L29 23.27' N19'23'29"W , 6" PVC C/50 DR-18
LJO 45.40' N07'01 '28"E B" DIP FL
LJ1 24.01' N70'J6'J1''E 8" DIP FL
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REVIEWED BY:
INSPECTOR
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EXP, ___ _ DATE
DATE
l---+---f--------------+---+---+---+-----1 I SH4EET I CITY OF CARLSBAD I SH~TS I
, ENGINEERING DEPARTMENT !==:'.,=::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::=::::'....====:
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER. OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
PUBLIC WATER IMPROVEMENT PLANS FOR:
THE St-iOPPES AT CARLSBAD PHASE 2
. PUBLIC WATER PLAN
DWN BY:
CHKD BY: ~B~R~-
RVWD BY:
EXPIRES 9 30 18
PROJECT NO.
SDP 09-04A
DRAWING NO.
479-5B
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