HomeMy WebLinkAboutDWG 409-4G; CT 01-09; LA COSTA TOWN SQUARE COMMERCIAL; 01-08GENERAL NO TES
/. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUS/ Y APPROVED BY THE
CITY OF CARLSBAD RECARO/NC IMPROVEMENTS ANO CRAOINC SHOUN ON
THIS SET OF PLANS.
2 APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CON0/1/0NAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENC/NEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAi OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-
OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO
OMISSIONS DISCOVERED OUR/NG CONSTRUCTION. ALL PIAN REVISIONS SHAil
BE PROMPT/ Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL
4. A RICHT-OF-WA Y PERMIT FROM THE CITY ENC/NEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RICH T OF WAY. PRIOR TO PERM/ T 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. Tf/E INSURANCE COMPANY COMPANY WR/1/NG
THE POLICY MUST HAVE A RATING' OF "A"-OR BETTER ANO A SIZE CATEGORY OF
CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GU/0£
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM
THE CITY ANO OTHER APPROPRIATE AGENCIES.
6. REVISION OF Tf/ESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE
NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT.
7. NO REVISIONS WILL BE MADE TO THESE PLANS W/Tf/OUT Tf/E WRITTEN APPROVAi
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS ANO Tl TlE SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED 8 Y THE Cl TY ENGINEER.
9. 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
10. ACCESS FOR FIRE AND OTf/ER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
Tf/E PROJECT SITE AT ALL TIMES DURING CONSTRUCT/ON.
II. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS AND (C} COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DA )'.S OF COMPLETION OF FIELD TESTS. THE
WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATE/ Y SUBMITTED TO
Tf/E CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12 A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO Tf/E BEGINNING
OF WORK AND SHALL BE A TTENOEO BY ALL REPRESENTATIVES RESPONSIBLE FOR
CONSTRUCTION. INSPECTION. SUPERVISION. TESTING AND ALL OTHER ASPECTS OF
THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALL/NC Tf/E
INSPECTION LINE AT (160} 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO
STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING.
13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCT/ON MEETING WILL BE
MAOE BY CALLING THE ENGINEER/NC 24-HOUR INSPECTION REO/JEST LINE AT
{160) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2·00 P.M.
ON THE DAY BEFORE Tf/E INSPECTION IS NEEDED. INSPECTIONS WILi BE MADE
THE NEXT WORK DAY UNLESS YOU RE()UEST OTHERWISE REQUESTS MADE AFTER
2·00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS /ATER.
14. THE OUNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN. CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLEL Y RESPONSIBLE FOR CONFORMING TO All LOCAL,
STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LAW., ANO REGULA T/ONS.
15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6105 BY SUBMITTING A
DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING THE
DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF
WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND OUR/NC THE EXCAVATION
OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE /NSTALLA TION 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
EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED
BY THE CONSTRUCT/ON SAFETY ORDERS. TITLE 8 CALIFORNIA ADMINISTRATIVE
CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE
CONTRACTORS EXPENSE A COPY OF THE OSHA EXCAVATION PERMIT MUST BE
SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
OUR/NC CONSTRUCTION. OPERATIONS WIil CEASE IMMEOIATEL Y. AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTf/ORITY FROM THE CITY
ENGINEER TO DO SO.
17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT Tf/ERETO, INCLUDING WARMING
UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING
EQUIPMENT, CONSTRUCTION EOUIPMENT AND ANY OTHER ASSOC/A TED GRADING
EOUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7.· 00 A.M. ANO SUNSET EACH
DAY, MONOA Y THROUGH FRIDAY AND NO EARTHMOVING OR GRADING OPERA T/ONS SHALL
BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOL/DA YS IS'
AVAILABLE AT THE ENGINEER/NC DEPARTMENT COUNTER.)
18. AIL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORK/NC 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.
19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM AND BLASTING PERMIT.
20. THE EXISTENCE ANO LOCATION OF UTILITY STRUCTURES AND FAC/L/1/ES SHOUN
ON THE CONSTRUCT/ON PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. A !TENTION IS CALLEO TO THE POSSIBLE EXISTENCE OF OTf/ER
UTILITY FACILITIES OR STRUCTURES NOT SHOUN OR IN A LOCATION DIFFERENT
FROM THAT SHOUN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT Tf/E UTILITIES SHOWN ON THE PLANS AND
ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
21. THE CONTRACTOR SHALL VERIFY THE IOCA TION OF ALL EXISTING FACIL/1/ES
(ABOVEGROUND AND UNDERGROUND} WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF Tf/E CONSTRUCTION
PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH
THE PROPOSED WORK.
NOfEII
CARLSBAD TRACT NO. C. T. 01-09 BASIS OF BEARINGS
LA COSTA TOWN SQUARE THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COOROINA TE S)'.STEM -1983, ZONE VI; 1991.35
EPOCH, NORTH AMERICAN DA TUM OF 1983 (NA08J), CR/0 BEARINGS BETWEEN STAT/ON 10 AND STATION II AS SA/0
COORDINATES ARE PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL NETWORK ESTABLISHED BY RECORD OF
SURVEY No. 17271, FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON FEBRUARY 8, 2002
22 THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW} AT
LEAST TWO FULL WORKING DA r:s PRIOR TO STARTING CONSTRUCTION NEAR THEIR
FACIL/1/ES ANO SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE
UNDERGROUND SERVICE ALERT
SDC&:E
AT&T
SBC
TIME WARNER
COX COMMUN/CATIONS
CITY OF CARLSBAD (STREETS AND STORM DRAIN}
CITY OF CARLSBAD (SEWER, WATER & RECYCLED WATER)
LEUCADIA WASTE WATER DISTRICT
OLIVENHAIN MUNICIPAL WATER DISTRICT
1-800-422-4/JJ
/-800-660-7343
1-800-892-0123
(800) 892-0123
(160) 43.8-7741
(160) 806-9809
(76/J) 434-2980
(160) 438-2722
(160} 753.-0155
(160) 753.-6466
23. IN ACCORDANCE WITH THE CITY SUSMP, ALL STORM DRAIN INLETS CONSTRUCTED BY
THIS PLAN SHALL INCLUDE ''sTENCILS" BE ADDED TO PROHIBIT WASTE DISCHARGE
OOUNSTREAM. STENCILS SHALL BE ADDED TO THE SA TIS.FACTION OF THE CITY ENGINEER.
WATER NOTES
OL/VENHAIN MUNICIPAL WATER DISTRICT
I. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND
MATERIALS AS SPECIFIED IN THE MOST RECENT E0/1/0N OF Tf/E OLIVENHAIN MUNICIPAL WATER
DISTRICT (DISTRICT} STANDARDS SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCllON OF
WATER MAINS AND FACIL/1/ES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT
APPROVAL DA TE ON THESE PLANS. CONTRACTOR SHALL HA VE A COPY OF THE STANDARD
SPEC/FICA TIONS ON THE JOB SITE AT ALL 7/MES.
2 THE SUBMISSION ANO REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS} AS REOUIREO BY
THE STANDARD SPECIF/CATIONS ARE TO BE ACCOMPLISHED PRIOR TO PRECONSTRUCT/ON
MEETING WITH THE 0/STRICT's INSPECTOR.
3. UNLESS OTf/ERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE ORY. THE TIME
AND DURATION OF ANY SHUTDOWNS OF EX/SllNG MAINS SHALL BE SUBJECT TO APPROVAL BY
THE DISTRICT. DISTRICT Sf/ALL BE NOllFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY
SHUIOOWN.
4. CONTRACTOR SHALL COORDINATE It/TH DISTRICT ALL ARRANGEMENTS FOR HIGH-LINING
TEMPORARY SERVICES PRIOR TO SHUTOOUNS. NO SHUIOOUNS WILL BE SCHEDULED ON A
MONDA Y OR FRIDA Y.
5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK It/TH CAL/OSHA. A COPY OF
EXEMPTION LETTER OR TRENCHING PERMIT, IF RE(}U/RED, SHALL BE SUBMITTED TO THE
DISTRICT PRIOR TO CONSTRUCTION.
6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF THE DISTRICT's INSPECTOR.
CONTRACTOR SHALL NOTIFY Tf/E DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE
BEGINNING OF WORK TO ARRANCE FOR INSPECTION OF THE PROJECT.
7. THE CONTRACTOR MUST CALL "DIC ALERT OF SOUTf/ERN CALIFORNIA" TO f/A VE UNDERGROUND
SERVICE UTILITIES LOCATED PRIOR TO CONSTUCTION. THIS CALL WILL BE MADE AT LEAST 48
HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RICHT-OF-WA Y. (DIG
ALERT PHONE-800-227-2600}
8. ALL EX/SllNC FACILITIES ltl-llCH MAY AFFECT PROJECT CONTRACT/ON 1.£, LINE CROSSING, LINE
PARALLEL/NG, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY
CONSTRUCTION BEGINS.
9. THE CONTRACTOR SHALL FURNISH ANO INSTALL PER THE STANDARD SPECIF/CATIONS Tf/E
APPROPRIATE BURIED UTILITY WARNING ANO IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER
LINES INCLUD/NC WATER LATERALS LOCATED IN PUBLIC RIGHT-OF-WAY.
10. WHERE ELEVATIONS ANO CRADES ARE NOT SHOUN ON THE WATER MAIN PROFILE, TOP OF PIPE
PROFILE IS 48-/NCHES BELOW CENTERLINE OF FINISH GRADE OF STREET.
II. ALL DEFLECllONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLING'
WITH 4' MAXIMUM DEFLECTOR PER (2' PER JOINT}. NO BENDING (CURVING} OF PIPE SHALL BE
PERMITTED.
12 MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW-OFFS AT ALL
LOW POINTS IN Tf/E WATER MAIN PROFILE PLACE MANUAL AIR RELEASES ANO BLOW-OFFS
WITHIN METER BOX ANO LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY THE
DISTRICT's REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR
RELEASE OR BLOW-OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY
THE DISTR!Cr'S REPRESENTATIVE.
13. INSTALL A MINIMUM /-INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 FEET
FROM A SIDE LOT LIN£ A J/4-INCH HIGH LETTER "W" SHALE BE CHISELED IN TOP OF
EXISTING' CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS.
14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT DISTR/CT's
PRIOR WR/TfEN CONSENT.
15. ALL WATER SERVICES FOR /RR/GA TION. MULTIPLE RESIDENTIAL COMPLEXES COMMERCIAL OR
INDUSTRIAL DEVELOPMENT SHALL HAVE AN APPROVED BACKFLOW PREVENTION DEVICE ON
CUSTOMER's SIDE OF WATER METER.
16. CONTRACTOR SHALL TIE OFF ALL VAL VE LOCATIONS ANO PROVIDE WRITTEN DIMENSIONS TO
INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES.
17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT Tf/E TEE
WHENEVER POSSIBLE
18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE 0/STRICT AND MEETING THE
0/SfR!Cr'S STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY Tf/E
FIRE DISTRICT.
19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT
REPRESENTATIVE IN WR/1/NC PRIOR TO CONSTRUCTION ANO ACCEPTANCE OF THE CHANG£
20. THE WATER S)'.STEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH Tf/E PROCEDURES IN
Tf/E OMl'dJ STANDARD SPECIF/CA T/ONS. THE CLASS OF PIPE SHALL BE USED AS THE
DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED} ANO
APPURTENANCES.
21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE W/Tfl SECTION 15041
OF THE OMl'dJ STANDARD SPECIFICATIONS PRIOR TO TIE IN OR CONNECTIONS TO EX/Sf/NG
SYSTEM FACILITIES. BACTERIOLOGIC DUALITY TEST RESULTS SHALL CONFORM TO Tf/E CRITERIA
SPECIFIED IN THAT SPECIF/CATION.
22 CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK.
THE PLANS MUST PROVIDE POST CONSTRUCTION VER/FICA TION OF THE LOCATION AND
ELEVATION OF PIPES AND APPURTENANCES.
23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) >TAR AFTER THE
DA TE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR
ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK ltl-llCH MAY BE DISPLACED IN SO DOING
THAT MAY PROVE DEFECTIVE IN WORKMANSHIP ANO/OR MATERIALS WITHIN THE ONE-YEAR
PERIOD FROM THE DA TE OF ACCEPTANCE WITHOUT EXPENSE ltl-lA TSOEVER TO Tf/E DISTRICT,
ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED.
24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY
APPROVED IN W/111/NG BY Tf/E DISTRICT.
25. ALL BURIED NUTS AND BOLTS ON ALL FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED
IN ACCORDANCE WITH O.M. W.O. STANDARD SPECIF/CATIONS.
DESIGNED BY: /1,M., 6.R, DATE: JANUARY 2012
COMMERCIAL
PRIVATE HYDRANT AND/OR SPRINKLER UNDERGROUND
PIP/NC CU/0£L/N£ PER 2010 CALIFORNIA FIR£ COO[
A. PRIOR TO INSTALLATION. REOUIRED PERMITS SHALL BE SECURED FROM THE FIRE
DE PAR TMEN T.
B. INSTALLA 7/0N, INSPECTION AND TESTING SHALL CONFORM TO THE 2010 EDITION OF
NFPA STANDARD /J AND THE 2010 EDITION OF NFPA STANDARD 24, AS AMENDED.
C. THE POTABLE WATER SUPPLY SHALL BE PROTEC TEO AGAINST BACKFLOW IN
ACCORDANCE WITH HEALTH & SAFETY CODE SECTION 13114.7. THE LOCATION ANO TYPE
OF CONTROL DEVICES SHALL BE APPROVED BY THE FIRE DEPARTMENT AND THE WATER
PURVEYOR.
D. APPROVED FIRE DEPARTMENT CONNECTIONS (FDC} SHALL BE LOCATED WITHIN 90' OF A
FIRE HYDRANT. THE FDC SHALL BE ORIENTED TO FACE THE FIRE DEPARTMENT ACCESS
ROAO. THE FDC SHALL BE PROPERLY SUPPORTED AND SHALL BE PROTECTED AGAINST
MECHANICAL DAMAGE FIRE DEPARTMENT CONNECTION RISER SHALL BE PAINTED OSHA
SAFETY RED.
£ Foes SHALL BE ON THE ADDRESS SIDE OF Tf/E BUILD/NC AND LOCATED IMMEDIATELY
ADJACENT TO THE APPROVED FIRE DEPARTMENT ACCESS ROAD. THE FDC SHALL BE IN
A POSITION ALLOW/NC HOSE LINES TO BE READILY ANO CONVENIENT/YA TTACHED. THE
FOC SHALL CONTAIN A MINIMUM OF TWO 2}i' INLETS. SITES CONTAIN/NC PUBLIC OR
PR/VA TE HYDRANTS SHALL HA VE FDCS WITH A MINIMUM OF FOUR 2 Ji' INLETS.
F. EVERY SPRINKLER RISER SHALL HAVE A SEPARATE CONNECTION FROM Tf/E PRIVATE
FIRE MAIN.
C. PRIVATE FIRE HYDRANTS SHALL MEET CITY OF CARLSBAD ENGINEER/NC STANDARD WF-4,
WITH A MINIMUM OF ONE-2.5' AND TWO-4" OUTLET. ALL OUTLETS SHALL BE
PROVIDED WITH NATIONAL STANDARD THREADS (NST}. ALL FIRE HYDRANTS SHALL BE
INSTALLED ON A 6' RISER. 4' OUTLET(S) SHALL FACE TOWARD THE FIRE DEPARTMENT
ACCESS ROADS. FIRE HYDRANTS SHALL BE LOCATED A MINIMUM OF 40' FROM ALL
STRUCTURES. A KEYED CA TE VAL VE SHALL BE PROVIDED FOR EACH HYDRANT IN AN
ACCESSIBLE LOCA 7/0N (VALVES SHALL NOT BE LOCATED IN PARKING STALLS)
H. LARCE PR/VA TE FIRE SERVICE MAIN S)'.STEMS SHALL HA VE POST IND/CA TOR TYPE
SECTIONAL CONTROLLING VALVES AT APPROPRIATE POINTS IN ORDER TO PERMIT
SECTIONAL/ZINC THE S)'.STEM IN THE EVENT OF A BREAK, OR FOR THE MAKING OF
REPAIRS OR EXTENSIONS.
I. ALL PIPE SHALL BE APPROVED FOR USE IN 'FIRE SERVICE SYSTEMS~ CLASS 150
MINIMUM. CLASS 200 SHALL BE PROVIDED WHERE THE PRESSURE EXCEEDS 150 POUNDS
PER SQUARE INCH (PSI}. ALL FERROUS METAL PIPE SHALL BE LINED. ALL FERROUS
PIPE AND FITTINGS SHALL BE PROTECTED WITH A LOOSE 8-Mll POLYETHYLENE TUBE
(ENCASEMENT}. THE ENDS OF THE TUBES SHALL BE SEALED WITH 2, TAPE APPROVED
FOR UNDERGROUND US£
ALL BOLTED JOINT FASTENERS SHALL BE 316 STAINLESS STEEL AND ALL OTHER
ACCESSORIES SHALL BE CLEANED AND THOROUGHLY COATED WITH ASPHALT OR OTHER
CORROSION RETARDING MATER/Al AFTER ASSEMBLY AND PRIOR TO POLY-TUBE
INSTALLATION.
J. A MINIMUM OF SIX-INCH BED OF CLEAN FILL SANO SHALL BE PROVIDED BELOW AND 12
INCHES ABOVE THE PIPE (TOTAL OF 18" PLUS OUTER DIAMETER OF THE PIPING}.
K. PIPE SHALL BE CENTER LOADED WITH CLEAN SAND TO PREVENT UPLIFT OUR/NC
HYDROSTATIC TEST. ALL JOINTS SHALL REMAIN EXPOSED.
L. A MINIMUM OF JO' OF COVER FROM FINISHED CRADE TO TOP OF PIPE SHALL BE
PROVIDED ABOVE THE PIP£ WHEN SURFACE LOADS ARE EXPECTED, A MINIMUM OF 36,
OF COVER SHALL BE PROVIDED.
M. AT NO TIME SHALL UNDERGROUND PIP/NC BE INSTALLED UNDER THE BUILD/NC FOOTINGS.
A MINIMUM OF 2' CLEARANCE (INTERSTlllAL SPACE) SHALL BE PROVIDED WHERE PIPE
PASSES THROUGH THE EXTERIOR WALL. UNDERGROUND PIPING SERVING FIRE SPRINKLER
RISERS SHALL TERMINATE WITHIN 18' OF AN EXTERIOR WALL AND 6' ABOVE FINISHED
FLOOR. NOTE-UNDERGROUND PIPING SERVING FIRE SPRINKLERS SHALL NOT TERM/NA TE
5' FROM THE BUILDING.
N. THRUST BLOCKS OR OTHER APPROVED METHOD OF THRUST RESTRAINT SHALL BE
PROVIDED WHEREVER PIPE CHANCES DIRECTION.
FIELD INSPECTION NOTES AND REQUIREMENTS
A. A FINAL INSPECTION IS REQUIRED. SCHEDULE ALL INSPECTIONS ANO TESTS FORTY-EIGHT
(48} HOURS IN ADVANCE BY Pf/ON/NC (160) 931-2141, CITY OF CARLSBAD FIRE
DEPARTMENT.
8. THE TRENCH SHALL BE EXCAVATED FOR THRUST BLOCKS ANO INSPECTED PRIOR BE/NC
COVERED. ALL CORROSION PROTECTION SHALL BE IN PLACE CARE SHALL BE TAKEN
WHEN FORMING AND POURING THRUST BLOCKS !HAT FITTINGS ANO JOINTS ARE NOT
BURIED IN CONCRETE.
C. A HYDROS.TA TIC TEST (200 PSI PRESSURE FOR 2 HOURS OR 50 PSI OVER THE MAXIMUM
STATIC PRESSURE WHEN IT IS OVER 150 PSI} SHALL BE WITNESSED BY AN INSPECTOR
BEFORE BACKFILL AND SOIL COMPACTION. THE TRENCH SHALL BE BACKFILLED BETWEEN
JOINTS BEFORE TEST/NC TO PREVENT MOVEMENT OF PIP£
D. THE S)'.STEM SHALL BE CONNECTED TO THE CITY MAIN AND FLUSHED THOROUCHL Y PRIOR
TO CONNECTION TO THE OVERHEAD S)'.ST[M. FLOW RATE SHALL BE A MINIMUM OF 10
FT./SEC. THROUGH NOT LESS THAN 4 INCH PIPE OR HOS£ APPROVED EQUIPMENT SHALL
BE PROVIDED BY THE CONTRACTOR, TO ENSURE SAFETY. THE FLUSH SHALL BE WITNESSED
BY AN INSPECTOR.
£ PRIVATE FIRE HYDRANTS, SPRINKLER CONTROL VALVES, DETECTOR CHECK ASSEMBLIES,
POST INDICATOR VALVES ANO FIRE DEPARTMENT CONNECTIONS SHALL BE PAINTED OSHA
SAFETY RED.
F. ALL CONTROL VALVES SHALL BE PROVIDED WITH PERMANENT SIGNS THAT CLEARLY
INDICATE THE BU/LO/NG, SYSTEM AND FUNCTION THE VAL VE SERVES.
C. ALL FIRE SPRINKLER SYSTEM CONTROL VALVES (INCLUDING DETECTOR CHECK ASSEMBLIES},
THAT CONTROL 20 OR MORE FIRE SPRINKLER HEADS, SHALL BE SUPERVISED BY AN
APPROVED CENTRAL MONITOR/NC STATION LISTED BY UL, UNLESS JTHERWISE APPROVED
CARLSBAD FIRE DEPARTMENT.
"AS BUILT" BENCHMARK
DECLARATION OF RESPONSIBLE CHARGE
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT,
THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS ANO
PROFESSIONS CODE, ANO THAT THE DESIGN IS CONSISTENT WITH CURRENT
STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND
SPECIF/CA T/ONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS
ENC/NEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
OVA Y CONSULTANTS, INC.
2710 LOKER A VENUE WEST, SUITE 100
CARLSBAD, CALIFORNIA 92010-13/1
(160) 931-7700
~-C4 DAT£· 11/;,/t2.
TIMOTHY 0. CARROLL, JR.
R. C.£ NO. 55381 EXP. 12/31/14
CIVIL £NC/NEER/LAND SURVEYOR
OVA Y CONSULTANTS, INC.
2710 LOKER A VENUE WEST, SUITE 100
CARLSBAD, CALIFORNIA 92010-7317
(160) 931-7700
OWNER /DEVELOPER 0
PROPERTY DEVELOPMENT CENTERS, LLC
5918 STONER/OGE MALL ROAD
PLEASANTON. CA 94588
(925) 13.8-1232
CONTRACTOR
NAM£· ________ _
ADDRESS.· ________ _
STA TE LICENSE NO.: ________ _
STATE LICENSE CLASSIFICATION.· _____ _
3. RISER SPOOLS SHALL BE CEMENT-LINED-MORTAR-COATED WITH
WELDED FLANGES, NO EXCEPTIONS. THESE WOULD OCCUR AT THE
BACKFLOW PREVENTION DEVICE ASSEMBLY AND AT THE END OF LIN£
4. ALL BOLTED JOINTS SHALL BE CLEANED AND THOROUGHLY COATED
W/Tfl NO-OX CREASE OR OTf/ER CORROSION RETARD/NC MATERIAL
AFTER ASSEMBLY AND PRIOR TO POLY-TUBE (SLEEVE} INSTALLATION.
5. ALL FERROUS PIPE AND FITTINGS SHALL BE PROTECTED WITH A LOOSE
12-MIL POLYETHYLENE TUBE. THE ENDS OF THE TUBE AND ANY
SPLICES MADE FOR "r''s OR OTHER PIP/NC COMPONENTS SHALL BE
SEALED WITfl 2" TAPE, APPROVED FOR UNDERGROUND US£
POLYETHYLENE ENCASEMENT (POLY SLEEVE} IN ACCORDANCE WITH
AWWA C-105 MUST BE USED, NO EXCEPTIONS.
6. A /2" BED OF CLEAN FILL SANO SHALL BE PROVIDED BELOW AND
ABOVE THE PIPE (TOTAL 24").
7. ALL HARDWARE (NUTS. BOLTS RODS) USED FOR UNDERGROUND
CONNECTIONS SHALL BE STAINLESS STEEL (316/.
8. FULL FLANGE CASKETS SHALL BE USED, RUBBER CASKETS ARE NOT
PERMITTED
9. TRACER WIRE SHALL BE COPPER SOLID OR MULTI-STRAND 10 AWG.
£ND CAP &
)
FUTURE BUILDING
BY OTHERS
/////)///// WATER LATERAL
......__..., CONSTRUCTION
1£. N57'27'Jl"E
L£0£NO
DESCRIPTION DWG. NO.
LIMIT OF CONSTRUCTION ................. .
P. V:C. WATER LINE ........................................... 0.M.W.D. E-21 ... ..
41/10" DOUBLE CHECK DETECTOR CHECK ............. O.M.W.D. C-JI/C-12 .
!'1/J" REDUCED PRESSURE BACKFLOW PREVENTER .. O.M.W.O. C-21/C-22 ..
11/J" WATER SERVICE! .. ~~ ......... MODIFIED O.M.W.D. B-1.l,8-I.J,8-1.5,8-1.1 ...
61/10" GA TE VAL VE................ .. .. .. . . ..... O.M. W.D. D-22 ...
2" 8.0...... .. ... O.M.W.O. A-/.1.
2" M.A.R...... . O.M. W.D. A-21.
2" A. V. ............ . . ....... O.M.W.D. A-3.J
THRUST BLOCK .............................................. O.M. W.D. 0-3.J, D-3.5 .... .
SYMBOL
----w----
E7
--0----@ --------
0
□
0
6
P. V:C. FIRE LINE ........................................... C.M.W.D. W-2 .............. ----F----
2" 8.0.
2" M.A.R ..
. ........ C.M. W.D. W-6
..................................... C.M. W.D. W-6.
2" A. V...... . ..................................... C.M. W.D. W-7
(OMWD) -OLIVENHAIN MUNICIPAL WATER DISTRICT
(CMWD) -CARLSBAD MUNICIPAL WATER DISffilCT
0
□
0
(CCFD) -CITY OF CARLSBAD FIR[ DEPARTMENT
• O.M.W.D. B-1.1, B-1.3, AND B-1.5 REPLACE WATER METER BOX 'MTH J & R V6-RT VALVE BOX.
"O.M.W.D. 8-1.7 DO NOT CONSTRUCT 6" RESILIENT SEATED GATE VALVE FOR 2-1/2" -J" WATER SERVICES.
\~ \, ' \
\ ' ' ' ' "' '\ ' ' .. " '-, ' ·,,, ,, ;, /•\ ·.
"-, ' ,,.,-), ,. '." ,.-::;: .. ,
-........ ,,, '--..... .'.''.:<"jt.·:f;<~_~, 1: :/ ,: ,,j' ~'" .· ~·•"" .:·'):~.·----✓-. ' '. ·,, -~<~ _,,,... -
l " . --... -.. ,. ' i c'./'' . --·--......_ ·--........ "~-:: . . .,,"'_ ;' ·: ·: .. · ... ,-• , --~if.,....,.--
SCALE· /" = 200' ' I I
I
THRUST BLOCK w
FIR[ SERVICE-..... 1, u LIMIT LINE CITY OF CARLSBAD FIRE DEPARTMENT
\CC,,,""""£~ """"ne=u•~eooM•m h\ REQUIREMENTS 'J C//CQ(\~::\£000"" ,-1" J" WATER SERVI&: ~TiTa1[? OR CAT[ VALVE PER MODIFIED ---.._ ~o. OF F.H.(s)l.i.. F.FLOW.f.5.\li~ G.P.M. OUT OF _.1....F.H.(S). ,,...,.,,--,1n1 V
noocmqu --F---~ -F-O.M.W.D. 8-1.1,~1.J, B-1.5 OR B-1.7. REPLACE WATER METER BOX{BLDC. 1,2J,,7,8,'l,1.3,10 •
BLD9if SPRINKLED.<!!3)/NO ... F.FLOW~.P.M. T..... P l.V f ED.C. '" 'MTH J & R ,'G ,W W,L','E BOX FOR /" -2" WATER SERVICES. DO NOT 17 , 2., ,z.2 i 23)
{oM--;D) --r-CONSTRUCT 6" RESILIENT SEATED GATE VALVE FOR 2-1/2" -J" WATER 51
Fll)i MAR~ ~Ft= · · · · SERVICES. U5£Z O.M.¼'.0. METER Box FOR Bl.DG .3,4,~ 10,11, 12,14-,15,18,20,25 r L_Li,,_ · Z!l;J.Z
TYPICAL DETAIL -FIRE/WA T£R @ FUTURE BUILD/NC AND THE nJREE' FOUNTAINS DATE
0 NOT TO SCALE
I SH,ET I CITY OF CARLSBAD I SHBTS I
FIRE DEPARTMENT
PR/VA TE WATER &-PR/VA TE RRE PLAN FOR:
LA COSTA TOWN SQUARE
C01,(l,(£RCIAL
c~/~rs
DRAWN BY: GM SCALE: AS SHOWN
T.C. JOB NO.: 1Ql29Q-Q1 PROJECT MGR.·
.~~.r--1/ ?/~fs DESCRIPTION: 2 1/2" DISC STAMPED "CLSB-011 L
IN CURB WEST SIDE OF COMMUNITY
S 6215"
LOT
_,_ '
;J 'f4 3'~ 7C, t3\ AS -Bu!lT
10/24/13 TC.. /2.\ R£PL.AC£ SHEET~ 2. TO 8 IL~~ = APPROVED: r 7 ... ,vv.jj-· '6fF,t,.c,,~ TIMOTHY 0. CARROLL, JR. DTE
RCE 55381 EXP. 12/31/14 CAMINO DE
7MI TEO. SET IN REVISE WATER NOTE ' .1.V&T' 5r1c;,r..1er,1.,.. fcl<'.V rtJr.c' &c-t&'tcE-S 0~1,,L. -.
ELECTRONIC OAlA ALES ARE FOR
REFERENCE ONLY ANO ARE NOT TO
BE USED FOR HOR/ZONlAL OR
VERTICAL SURVEY CONTROL 2710 Loker Avenuo West Civil Engineering ENGINEER OF WORK:
LOCATION: COMMUNITY PARKING LOT NORTH OF
LOS COCHES AND EAST OF CALLE T,
CURB ON WEST SIDE OF PARKING LO
FROM SOUTHWESTER/ Y CORNER OF
T, 104 FT s).9..µ"' TC /1\R£PL.ACE DDCV w/P.T.V: ef.F.D G. ' .· {p,l'4!>1J ~ TITLE: -t"..-.1r:r~6<'£'./ll" -At DATE Suite 100 Plonnlng REVIEWED BY: Corlsbod, Colifornfo 92010 Processing ~.(I_J/ DATE: 11/;~/tz. 760-9J 1-7700 Surveying 1AAt. 'f't1d,o,.,. .$/J.:iL1<: f<Jx: 760-931-8680
ODoyConsultonts.com TIMOTHY 0. CARROLL, JR. RCE: 55381 INS ECTOR :\::;o1<. " .c. DATE . ELEVATION: 173.24
RECORD FROM: R.O.S. NO. 17271 (PT. NO. 11)
DATUM: NGVD 1929
RESTROOMS REPLACE SHE£:T 2. W B.
INITIAL DWN BY: CW -PROJECT NO. DRAWING NO. DATE DATE INITIAL DATE INITIAL CHKD BY:
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: c.r 01-09 409-4C
/;\001017\_Commercial\lmprovement\1090NIWTR01-Tltle.dwg Nov 16, 2012 9:4&im
Xrefs: 1090NGRD: 1090NUll: 1090AN: 109001.!AP; 1090NSTR; 1017TP01; 1090fGRO; 1090NGRD-PH2; 1090fMAP: 1090RJT1.; 1090FSrR: 1090KGRO: 1090KU1L; 1090NGRD--OS: 1090NIWTRLY-NEW; 1090NIWTR; 1090VIC; Flr11Sonfoe£nlry
}113
,.i-
121812
C :e .... G)
0.,:.. .,, 0
00 \0 I .,=..
G')
/
--------+-+--+--+-----J-0-
I
I
o· 10· 40'
5' 20 80'
SCALE: 1" = 40'
-
I: \001017\_Commerciol\lmpro~eme~ t\P~tWlrFire\CC4\1090PIW1R02-CC4.dwg Od 17. 201,3 5: 28pm
271 0 Loker Avenue West
Suite 100
Carlsbad, Colifarnio 92010
760-931-7700
Fox: 760-931-8680
ODoyConsultonts.com
-
Clvll Engineering
Planning
Processing
Surveying
Xrefs: 1090PIWIR; 1090PSfR; 10177U fL-Comm; 1090P!,IAP-CC4; 1017 IP01-Comm; 1090PU IL-CC4-PH2: 1090PPR0-WfR-CC4; 1090PU !l-CC4; 1090PGR0-CC4; 1090PGRD -CC4-PH2; 1090PU IL-CC4-Ll<jhls
12
DESIGNED BY: A,M., 8,R,
DRAWN BY: GM
DATE: JANUARY 2012
SCALE: />S SHOWN
PROJECT MGR._· _T_,C_, _ JOB NO,: 101290-04
ENGINEER OF WORK:
TIMOTHY 0, CARROLL, JR, RCE: 55381
lJ 14 15 2
~ --,,----'
IJ+64,/8 FIR£ LIN£ ,I' ~-.-,___-ii
=10+00,00 FIR£ LIN£ 11' -
2
IO "x IO "x8" FL x T££ WITH JOINT~~ I' > RESTRAINT. L=IO' TO 8£ RESTRAIN£.
ON BOTH SIO[S OF T££. '
L=I' TO 8£ R£STRAIN£0 ON BRANCH~ I,
> /O"x8" R£0UC£R
1~10" G.V., 2~8" G.V.
> 1~2" 8.0,, 1~2" A, V.
-rr
PLAN -PRIVATE WATER J1 I & PRIVATE FIRE J1 I > ~ ..:...=-""'-''----'---'-'"-'-"-'-'--='--.:..:..:-'-"-='-'----'--'-----='-=--=-"-'-'~..a,,;,-=--=-..:.;,.=--'-'-I i!i , ,
"AS BUILT"
~01
TIMOTHY 0, CARROLL, JR.
RCE 55381 EXP, 12/31/14
REVIEWED BY:
CJ ,W:,. ............ ,.,,,_,,, ___ _
INtPECTOR ,..,___ ,0 ·"
SCAL£.· t• = 40' " ~ ~~
>"' ~ "' " ~~ ' ;,!; ' -"'
BENCHMARK
DESCRIPTION: 2 1/2" 0/SC STAMPED "ClSB-011 LS 62/5"
LOCATION:
IN CURB !11:ST SIDE OF COMMUNITY LOT
COMMUNITY PARKING LOT NORTH or CAMINO DE
LOS COCHES AND EAST OF CALLE TIM/TEO. SET IN
CURB ON !11:ST SIDE OF PARKING LOT, 104 FT
FROM SOUTHHl:STERL Y CORNER OF RESTROOMS
RECORD FROM: R.O.S. NO. 11271 (PT. NO. 11)
ELEVATION: l1J24 DATUM: NGVO 1929
:t1 .. ~ -~~--"_-C---1--·,----1-+--l---l--+---:f---e-_-+-__ -+----l-+--l---l--+------jf-+------j--f--+--+--+--,---+----+---,-+-+--t----+-_t--_---,:_.:-i-~.::cc:,·.·--.. __ -cc·~~-:-t--_-__ •---,:.:.-i-·_ ,------j-rc-.
-
o· 1 o· 40'
5' 20 80'
SCALE: 1" = 40'
CAUTION II
CONTRACTOR TO 'vfRIFY THE EXACT
LOCATION OF EXISTING UTILITIES IN TH[
FIELD PRIOR TO CONSTRUCTION!
--
.. :~ .. ·:· .... ··. ··------
PR/VAT£ WAT£R DATA (OMWO)
1NOj DELTA/BEARING
I N 8J'50 'oJ" £
2 6=16'26'JI"
J N 69'5J'58" £
4 N 20'06 '02" W
5 1:::, =09'18'Jo--
6 N 85'J9'J2" W
RADIUS LENGTH "
l/18,05' 1,:w
250,00'
250,00'
11.14'
6J,JO'
250,06'
40.6/'
18.14'
REMARKS
6" PVC DR 18
"
PR/VAT£ FIR£ DATA (CCFO)
<iJo) DELTA/BEARING RADIUS LENGTH REMARKS
I
2
J
4
5
6
7
N J8'50'0J" £
N 8J'50'0J" £
!:::,:/6'11'46"
N 69'5J'58" £
N 20'06'02" W
t::, =09' I 8'JO"
N 85'J9'J2" W
I ,
2
254,00'
250,00'
/,44'
/,IJ,04'
7/,80'
61.JO'
250,55'
40,61'
11.20'
1--wATER I MAIN
10" PVC DR-18
"
"
"
8" PVC OR-18
"
•
.
" r·-, ;,; BUILD/ING
2" S. 0. V. l'r1TH
VAL !,t" BOX OR
2" S. 0. V. l'r1TH
WA lER METER BOX
REDUCER
2" R.P.B.P.
DETAIL -2" WA lFR SERVICE (TYPICAL)
NOT TO SCALE
--
-,--i------
' l
I SH2EET I CITY OF CARLSBAD 1-----11------+-----------------l----+---+-----1--1 FIRE DEPARTMENT
l----lr----+----------------1----+--+----l----l
I SHBTS I
PR/VA TE WATER & PR/VA TE FIRE PLAN FOR: 1/-3\ Af-/Jut Lr
/2\ REPLACES SHEET 2 APPROVED 6-7-2013 /1,7,?o( ~ LA COSTA TO.Yflfi LSQUAR£
REVISE BLDG. 21 & 25 WATER & FIRE SERVICE, COi,li,/£rrCIA
1----+--+--=-':"F!."''RE='H":-'YD:'°'R."':A":'N:'-'TS.L, :':':WA=T,""'ER-'----"'SE,":'R:"-VIC.""'E'c-=5,":'/Z,='E:--::--::c==--l----+---1---+---I '=~~~~~%:fA=TEi='l?~U./f; ~ tk RRE UNE
REVISE PR/VA TE WATER & FIRE LINES, PROFILES, I APPROVED: 1 •7 f',,,-
if I
I/, T23T3]
DATE
ADD RESTRAINT JOINTS ' I
5-J-IJ TC
DATE INITIAL
ENGINEER OF WORK
11\ THIS SHEET REPLACES SHEET 2 ORIGINALLY TITLE: l.&17(/'['f'. £j_a;, Jl<A~HJ')L
APPROVED 11-16-12 OWN BY: ___ PROJECT NO.
DATE INITIAL DATE INITIAL CHKD BY: __ _
OTHER APPROVAL CITY APPROVAL RVWD BY: REVISION DESCRIPTION C. T. 01-09
DRAWING NO.
409-4C
'1'1'1"11~ . , 1L J
' ...... , .. _ . .. .. "·;---. ;..;... L . ., ·tr ·--····f"" !I!
· I... ,. . . . .,. I··· "' _ _ , , '
···_·;· ... , .. ,
·· ...... .
'
.-JH•-+-_~·t-'c-t-+--+---+-t--
-,_ ..
--_: -·--L-+-t--+--+---+ ·?-. : :,.... ""
' c:__ ~ '0+---_ -+---+=+----+-
-~
' .
... L,, , .. _ ... I., ..
1··_ 1". ""
16
/!
o' 10· 40'
5 20
1.:-..
i---<
\____.____/ -------. "----
------
80'
SCALE: 1 " = 40'
.
17
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.
'
. .
18
'
2710 Loker Avenue West
Suite 100
Carlsbad, California 92010
760-931-7700
Fox: 760-931-8680
ODoyConsultonts.com
Clvll Engineering
Plannlng
Processing
Surveying
Xrefo: 1090PMAP-CC4: 1090PIWfR: 1090PGRD-CC4; l090PU fl-CC4; I 090PPR0-WIR-CC4; 1090PU IL-CC4-Pfl2: I 090PGRD-CC4-PH2; 1090PU IL-CC4-Ligh\s; l0S0PG-rx r-CC4-PH2; I 090PG-rxr -CC4
DESIGNED BY: AM., B.R. DATE: JANUARY 2012 "AS BUILT"
DRAWN BY: GM SCALE: AS SHOWN ~ <?d
PROJECT MGR.~· ~T~.C~. _ JOB NO.: 101290 04 TIMOTHY 0. CARROLL, JR.
1-------------------1 RCE 55381 EXP. 12/31/14
ENGINEER OF WORK:
A --.CJ/
TIMOTHY 0. CARROLL, JR.
DATE: I eft l )3-
RCE: 55381
REVIEWED BY:
---::-I •• ._ -I _n
INSF/ECTOR ,-",., ""·"
ff';,.,; ,r
DATE
" ., '
22 23
•
-. -
BENCHMARK
DESCRIPTION: 2 1/2" 0/SC STAMP£0 "CLSB-011 LS 6215'
LOCATION:
IN CURB HfST SIOE OF COMMUNITY LOT
COMMUNITY PARKING LOT NORTH OF CAMINO OE
LOS COCH£S ANO £AST OF CALLE TIM/TEO. SET IN
CURB ON HfST SIOE OF PARKING LOT, 104 FT
FROM SOUTHHfSTERL Y CORNER OF RESTROOMS
RECORD FROM: R.O.S. NO. 17271 (PT. NO. 71)
ELEVATION: 17124 DATUM: NGVO 1929
24 25 26
2
-
.· .. : .. ::. -__
•
/:I, 1
. . I·· .
. . ·" '' ----,-·t--•
----- ---- ---f-ctc±=rc-t.-t-ca
I_._. .. _._ .. ,:··
I
.. , . .. . ., ----i--r--.
27
PRIVATE WATER DATA {OMWD)
NO DELTA/BEARING RADIUS LENGTH
1 N 71'50'28" £
2 6 =04'38'52"
3 N 61'11'36-£
4 N 61'1 /'36" £
5 6 =02'48'24"
6 N 10'00'00" £
1 N 1o·oo'oo' £
8 N 87'3000 W
9 6=09'0256"
10 N 83'21'04" £
309.29'
254.00' 20.60'
47.29'
19.89'
250.00' 12.25'
180.15"
54.95'
25.44'
254.00' 40. 12·
284-.0+1
REMARKS
6" PVC OR-18
" • ,,
" "
"
4" PVC OR-18
" •
• •
" •
PRIVATE FIR£ DATA (CCFD)
~0/ DELTA/BEARING RADIUS LENGTH REMARKS
1
2
3
4
5
6
7
8
N 71'5018" £
6 =04'38'52"
N 61'11'36" £
6 =02'48'24"
N 10·00 ·oo" £
N 81'30'00" W
6 =09'02'56"
N 83'27'04" £
250.00'
254.00'
250.00'
CAUTION!!
306.28'
20.28'
67.18'
12.44'
274.87'
26.24'
39.48'
291. 12'
8" PVC OR-18
"
" • ,, •
•
•
"
"
CONTRACTOR TO vERIFY TH£ EXACT
LOCATION OF EXISTING UTILITIES IN THE
FIELD PRIOR TO CONSTRUCTION!
PR/VA TE WATER & PR/VA TE FIR£ PLAN FOR: ~j~.c-"JL-l/3\ AJ-BU!lr
'JQlf!tZi'1"3_'-J,c-''::cTC::-t''is-l?\~R.:''E.:::PL:--A:=:C:::'ES':":cSH.c-:'E,=c=r:-3::-:-AA='P.='R=occ1,£,=:V:--6-=---1:::-_---:2=01 .. J=---ll---ll---+ccl/---: .. 7 :::-.:?=-,✓,;;t-,'IJ, __ _ LA COSTA TOWN SOUAR[
COl,fl,f[RCIAL CHANGE WATER SERVICE SIZE I'
REVISE PR/VA TE WA TER ANO FIRE LINES. PROFILES WA lER UNE 11' rt FIRE UNE 11'
5-9-13 TC
ADD RESTRAINT JOINTS
11\ REPLACE OOCV W/ PIV & FOC; THIS SHEET APPROVED: ~ 1 ~ 11-//7,Z~l3
REPLACES SHEET J ORIG/NALLY APPROV£0 DATE
11-16-12
DATE INITIAL DATE INITIAL DA TE INITIAL PROJECT NO. DRAWING NO.
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL C. T. 01---09 409---4C
111213
,_
o' 1 o' 40'
5' 20 80'
SCALE: 1" = 40'
I: \001017\_Cornrnerc1al\lmprovemenl\P1lWt,F1re\CC4\1090PIWTR04-CC4.dwg Oct 26, ~01 J J: 5',prn
SCALE: 1• = 40'
0 /<,....~ DESIGNED BY: A.M. B.R. DATE: JANUARY 2012 "AS BUILT"
Qi DRAWN BY: G M SCALE: PS SHOWN ~cu
=---,c--PROJECT MGR.· T.C. JOB NO.: 101290 04 TIMOTHY 0. CARROLL, JR.
C O N S U L T A N T S f----------------, RCE 55381 EXP. 12/31/14
2710 Loker Avenue West
Suite 100
Carlsbad, California 92010
760-931-7700
Fox: 760-931-8680
ODoyConsultonts.com
Civil Engineering
Planning
Processing
Surveying
ENGINEER OF WORK:
Xrefs· l090PMAP-CC4: 1090PIWTR; 1090PSrR: 10171POI-Carnm; 10SOPCRLJ-CC4: 1090PPRO-W[R-CC4; I090PUTl-CC4; 1090PGRD-OS; 1090PMAfl-BDY; 10901-'GllD-CC4-PH2
BENCHMARK
DESCRIPTION: 2 t/2" 0/SC STAMPED "CLSB-011 LS 62/5"
IN CURB llf'ST SIOE OF COMMUNITY LOT
LOCATION: COMMUNITY PARKING LOT NORTH OF CAMINO OE
LOS COCf!ES ANO EAST OF CALLE TIM/TEO. SET IN
CURB ON /lf'ST SIOE OF PARKING LOT, 104 FT
FROM SOUTH/lf'STERL Y CORNER OF RESTROOMS
RECORD FROM: R.0.5. NO. 17271 (PT. NO. 71)
ELEVATION: 173.24 DATUM: NCVO 1929
35 10
'
/
I
11 12
PRIVATE WATER DATA (OMWD)
NOi DELTA/BEARING RADIUS LENGTH
I
2
3
4
5
6
7
N l5'57'04" £
N 06'32'56" W
N I 7'47'56" W
N 06'32'56' W
N 40' I 7'56' W
NOTE USEO
N 06'32'56" W
57.48'
172.49'
40,09
I /3.67'
2/1.l6'
95,68'
REMARKS
4• PVC OR-18 ,, ,,
,, ,,
• ,, ,,
• ,,
PRIVATE FIR£ DATA (CCFD)
-;NW DELTA/BEARING RADIUS LENGTH
I N l5'5704" £ 52,29'
REMARKS
8" PVC OR-18
2 N 06'32'56" W
3 N I 7'47'56" W
4 N 06'32'56" W
5 N 83'2 7'04" £
6 N 06'32'56" W
7 N 83'27'04" £
8 N 38'27'04" E
9 N 06'32'56" W
/0 N 40'!7'56" W
CAUTION II
/13.29'
40.09'
264,95'
81.29'
69.67'
38.80'
140,67'
98.13'
70.84'
,,
,,
,,
CONTRACTOR TO I/ER/FY THE EXACT
LOCA 71ON OF EX/SllNC UllL/llES IN THE
FIELO PRIOR TO CONSTRUCllON!
u
,,
,,
,,
,,
•
l---l----+-----------l---+---l------+---I I SH4EET I CITY OF CARLSBAD I SHE8ETS I
FIRE DEPARTMENT $// . .;-"TC /3\ A5-Jll!ilT • :=P.='Rl=VA=TE=='-'W,=~=TE,=l?=&=P.='R.=1/V,=~=TE=F,=7R.='E=P.:::tA:::N=Fi='OR.=:===='-'==~
r9~-~/6~-~'~3t-~TC'----+&~~R.~cP~~~A~CE.~S~S.~~="E~T-c-=4~A~PP~~~O~VE,~V~6~-~7_-~13'-------+--+----1~7~,.,,. f.r7
CHANCE WATER SERVICE SIZE LA COSTA TOWN SQUARE
REVIS£ PRIVATE WATER & FIRE PROFILES COMMERCIAL
ADO RESTRAINT JOINTS, WA TF,1! LINE '.4, 'WR£ LINE '.4, & '/J'
REVISE FIR£ SERVICES TO BLOGS 13 & 23 APPROVED: ., ~ r,. -. //. 7.5/37
/1\ REPLACE OOCV W/ PIV & FOC; THIS SHEET I _ 5-3-/J TC
REPLACES SHEET 4 ORIGINALLY APPROV/:0 TITLE: r ~lM~f'l:L DATE
/1-16-/2
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
DWN BY: __ _
CHKD BY: __ _
RVWD BY:
PROJECT NO.
C. T. 01-09
DRAWING NO.
409-4C
11 1213
C
:E
.i:i,. G')
0 .i:i,. -tto
00 CD
J:i.
G'),
,, ..
I ----+--+---+-+-+--+--+-----<-+---+ -+--+--+---f--f-----+---+----+-----
----+--+---+-+-+--+--+-----<-+--+--+----+-f-----+---+--+---+-+---
a--+--+·----t-·-+--+-f-+--+--+----+-+-+--+--+-------i-+--.
. .. ·-_
---------1-f--+--t-
44 43
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'
,_... ---...... .
·I
DESCRIPTION: 2 1/2" 0/SC STAMPED "CLSB-011 LS 6215"
LOCArlON:
IN CURB WEST SIOE OF COMMUN/ TY LOT
COMMUNITY PARKING LOT NORTH OF CAMINO OE
LOS COCHES ANO EAST OF CALLE TIM/TEO. SET IN
CURB ON WEST SIOE OF PARKING LOT, 104 FT
FROM SOUTHWESTER/ Y CORNER OF RESTROOMS
RECORD FROM: RO.S. NO. 17271 (PT. NO. 71)
ELEVATION: 17124 DATUM: NGVO 1929
. --------r·--
35
o· 10· 40'
5' 20 80'
SCALE: I" ~ 40'
CAUTION!!
CONTRACTOR TO VERIFY TH£ EXACT
LOCATION OF EXISTING UTILITIES IN THE
RfLD PRIOR TO CONSTRUCTION!
34
: ..
1. ·-··· J. '0-
33 JO
PRIVATE WATER DATA (OMWO)
INol DELTA/BEARING RADIUS LENGTH
I
2
J
4
5
6
N 8J'27'04" E
6. =20'!6'/J"
N 6J'l0'5r E
6. =08'!5'25"
N 71'26'!6" E
N 71'26'!6" E
403.00'
421.00'
69.04'
142,57'
119.8/'
6/,5J'
289.21'
5J.95'
REMARKS
4" PVC OR-18 ,,
,, • ,, • ,, •
6" PVC OR-18
PRIVATE FIR£ DATA (CCFO)
(NO) DELTA/BEARING RADIUS LENGTH
I N 8J'27'04" E
2 6.=l8'0558'
J N 24'J854" W
4 N 65'2 /'06" E
5 6.=l7'14'25"
6 N 48'06'4!" E
7 N /9'2J'/9" W
8 N 7l'26'16" E
9 6.=04'29'07"
401.00'
250.00'
423.00'
7J.04'
128.57'
65.0!'
97.76'
75.2J'
15.98'
52.62'
J49.26'
JJ. II'
REMARKS
8" PVC OR-18
" "
" "
" "
" " • ,,
• ,,
• ,,
•
"AS BUILT" 0 /<,...~ DESIGNED BY: A.M .• B.R. DATE: JANUARY 2012 ~ DRAWN BY: G.M. SCALE: AS SHOWN -~-~--GA
C O N s u L T A N =r~s~-t-P_R_o_J_Ec_T_M_G_R_.·~_-_~_T~._c~._-___ J_o_B_N_o_.,_1_0_12_9_0-_0_4--1 TIMOTHY 0, CARROLL, JR.
RCE 55381 EXP, 12/31/14
2710 Loker Avenue West
Suite 100
Carlsbad, Colifornlo 92010
760-931-7700
Fox: 760-931-8680
ODoyConsultants.com
Civil Engineering
Plann!ng
Processing
Surveying
ENGINEER OF WORK:
---;:e01
TIMOTHY 0. CARROLL, JR,
REVIEWED BY:
1/'M,!1._s:: _
DATE
I SH5EET [ CITY OF CARLSBAD ~~is-~ /J\ Af• [311/LT A FIRE DEPARTMENT
JQ@i/.'-"i/3""+-----'--'TC'----l-'l?=-\":RE,=-p,=-tA..,C,,,'ES~SH-'='E,=--'fT'--5"--'-'AP.ec'P.-'-''R-"-O'-=VE,"'-0--"6'----'----7--'-1"'-J----f----+-----J·ll.7-1~_(.,L_/c;~l"''U'-=----I PR/VA TE WATER & PR/VA TE RR£ PLAN FOR:
I SHBTS I
REVISE BLDG. I I WA TER SER VICE, 1'
DELETE FIRE HYDRANT SPOOL, LA COSTA TOWN SOUAR£
CHANCE WATER SERVICE SIZE, COM1,1£RCIAL
REVISE WATER & FIRE PROFILES. ::=====WA=1 ~NE :.i. it RRE UNE :.i • d' t'
~:::::::::::=~=:::===~::1A~D0~1Rf.;S~TR;:4;/N:T:J,~Q~1/N~TS.:,:;;::;~~=~=~::~====jt====1====j=====t===j APPROVED: 1 ~ / -//.7-zo,-j , 5-9-IJ TC 11\ REPLACE OOCV W/ PIV & FDC; THIS SHEET
REPLACES SHEET 5 ORIG/NALLY APPRO'lcO TITLE: n,-a,,r:,f u 1 -• , , DATE
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL DATE
OTHER APPROVAL
INITIAL
CITY APPROVAL
11-16-12 DWN BY:
CHKD BY: __ _
RVWD BY:
PROJECT NO.
C. T. 01-09
DRAWING NO.
409-4C
i1'i213
.. _ .. , ...... ----__,.__--+-_--+.-.,__,_-•-+---1--·-1--_,_ ---+-l--+--+--+--+-+--+--+---+--· -·-
'
·-----f-+---,------+ --+-I :... ,.,
I +-· --+--+---+-+-+--+--+ -- ----·-----,-
---+-_--+ .---+--1--J---l-'--+-f-+--+--+--+-+-+--+--f-+--+---+ ---l-t--+--+--r-t---t--l-
50
ALL ffRR.OUS AND METALLIC i,JNDEMROUNC' PIPE ANO FITTINGS
$HALL SE PROTECTED J-'jlni CONTINIJOl.)5 FOLYETHELENE SLEEVES
ANO COATED PER. N.F.P.A R.EGUfRE'MENTS,
--1
•--EXTERIOR YiALL
49
I
o· 10· 40'
5 20
SCALE: 1" = 40'
...,--v-~...,.,---v-v----..;2 ~ .. --... .. ..
6'ROOVED CCVPL.)NG, --~ ~4• 11A.)'10$:D/€R00,'E0 STEEL PIPE
Y'{ITH SUPPORT STAND AS REG!IJIRED
'-PER FIRE SPRINKLER PLAN l/ M,N_ 2" PIPE
/ rR ,,.,,,,,,--GROOVED '10~ ELI..
.-:::''-,1l-t;~---A:=-~ /
/FLEXIBLE • a TYP) \ "
2 l
l ,,/2" MIN ;--.,
INTERIOR. FINIJ =t: FLOOR
~ ---FLAN6E/6ROOVE ADAPTER
ill--" ... '\:'
~ .................. ~ .... -,,,,,,, ,--,, ... ~ -,,, 11 1 -l, -1-1
I -ffi-• .-ffi-; •
ldTT I \:' -.... -' ,
l "
CONG-. FOOTIN6 ~ ~., .,.
'la~ ELL VV THRUST/
6LOCK PER N.F.P.A. 24
.. . . . , "\
I: \001017\_Comrnerc1Ql\lrnpro.,ement\P,tWtrFlre\CC4\1090PIWIR06-CC2-Clly---CC4.d·11g 0cl 17, 201 J 6: 25pm
2710 Loker Avenue West
Suite 100
Corlsbod, California 9201 0
760-931-7700
Fax: 760-931-8680
ODoyConsullonts.com
Clvll Engineering
Plann!ng
Processing
Surveying
Xrefs: 1090PMAP-CC4; 1090plwtr: 10177UIL-Comm: 1090PSIR; 10171P01-Comm: FlreSerolceEntry: PIV-FOC-2; 1090PCRD-CC4: l090PUIL-CC4; 1090PPR0-WIR-CC4: I0SOPUIL-CC4-Lighl~
SCALE: t• = ./0' "AS BUILT" DESIGNED BY: A,>,1., B.R. DATE: JANUARY 2012 /---:)
DRAWN BY: __ G_M~"·~-SCALE: PS SHOWN ~ ',._~
PROJECT MGR._· ~T=.C~. _ JOB NO.: 101290 04 TIMOTHY O. CARROLL, JR.
t----------------1 RCE 55381 EXP. 12/31/14
ENGINEER OF WORK:
TIMOTHY 0. CARROLL, JR. RCE: 55381
REVIEWED BY:
'"--/__clC M .. I .. '.J
INSf'ECTOR x .. o 7> -~
o/3((5=
DATE LOCATION:
ELEVATION:
2 --1
-''-I--'----C,'=/"-'--"~;_!.P --~ '7"' / -
' > ' ' f
I
I
173.24 DATUM: NGVO 1929
43
. ,. "ll " ..
'
' .. , .
42
V • 'II .,.. ,. ...
'
'
41
. -"
--.
POST lllll~TOR-," fit,_
VALVE "'
2
'
•
Fl0\11
4
36" MIN
J -
4 WAY FDC
J. ONC. PAO PER
ORSO WF-04
1r DUCTILE IRON
'-... -...
~-➔~ • •-"-" ' FLOW _ :J-l'-~-,,,cll--' TO BUILDING
POST /NO/CA TOR VAL l,f ANO RRE DEPARTMENT CONNECTION
NOT TO SCALE
... ... -... ------
'
'
--, --,-.
I
I
.... ..··
'
PRIVATE WATER DATA (OMWD)
NOi DELTA/BEARING RADIUS LENGTH REMARKS
I
2
3
4
5
6
6 =12'46'.22"
6=/2'49'07"
N 11'23'3!" [
N I 8'36'.29 • W
6 =20'54 'I 2"
N 39'30'4/" W
427.00'
403.00'
250.00'
95. 19'
90. !6'
225.28'
13.46'
91.21'
41.26'
6" PVC OR-18 ,, • ,, • ,, • ,, • ,, •
PRIVATE FIR£ DATA (CCFD)
' \NO/ DELTA/BEARING RADIUS LENGTH REMARKS
I 6=/0'22'38"
2 N 08'//'06" W
' 3 N 81'48'54" [
4 6=/0'25'23"
5 N 71'23'3!" [
6 N l8'36'.29" W
, 7 6 =20'54'!2"
IJ N 3,q• 1.11• w
9
( 10
'
' I
N 39'30'41 • W
N 39'30'4!" W
423.00'
250.00'
254.00'
CAUTION II
76.61'
64.56'
11.57'
45.48'
122.96'
2.59'
92.67'
45 flt I
20.00'
82.00"
8" PVC OR-18 ,, • ,, D
• • ,,
to• PVC OR-18
• •
8" PVC OR-14 (Cl.ASS 200/
8" PVC OR /8
CONTRACTOR TO llfRIFY THE EXACT
LOCATION OF EXISTING UTILITIES IN THE
FIELD PRIOR TO CONSTRUCTION!
DATE
PROJECT NO. DRAWING NO.
C. T. 01-09 409-4C
1 '1'!213
C :e a, G')
0~
"""' 0 00 U)
J:.
G')
I
19 18 17 16 15 14
2 \ . . . •
1 l8+57.19 FIR£ LIN£ 'c'
. . . . ......
/ 90' 8£N/J ( J :90'} WITH JOINT RESTRAINT.
\.. j:2( TO 8£ [1£STf!AIN{/J O!f BOJH SL/JES.OF §£N/J,._
)
/?\_"''5] WATER LIN£ :4'
'---=r=t2+64.3 •WATER LIN£ '8'
2 o· 10· 40'
5 20· 80'
SCALE: 1 " = 40'
. ' ' 1111 I I \J.1.,, I \ I \ I \ / \ \
PLAN -PRIVATE WATER '8 1 & PRIVATE FIRE 'c'
I: \001017\_Cornrnerciol\lrnpro,arnanl\P·1tWlrFire\CC2-City\1090Pll'IIR07-CC2-City.dNg Oct 17, 201J 5: 28prn
2710 Loker Avenue West
Suite 100
Carlsbad, California 92010
760-931-7700
Fax: 760-931-8680
ODayConsultants.com
Xrefs: 1090PSfR: 10177UIL-Cornrn; 1090PMAP-CC3: 1090piwtr; 1090PGRD-CC3; 1090PUrL-CCJ: 1090PPR0-WIR-CCJ; 1090PUIL-CC3-Ughts
---cf IF--~ SCALE: I• "' ,10'
CM Engineering
Plannlng
Processing
Surveying
/
DESIGNED BY: A,M., B,R, "AS BUILT"
DATE: JANUARY 2012 -------C:! /
DRAWN BY: GM SCALE: AS SHOWN ..------:::; -~-
PROJECT MGR.~· ~T~.C~. _ JOB NO.: 101290 04 TIMOTHY O. CARROLL, JR.
f----------------t RCE 55381 EXP. 12/31/14
ENGINEER OF WORK:
DATE: le/,' /,3
TIMOTHY 0. CARROLL, JR. RCE: 55381
REVIEWED BY:
-..,-,/~tM~•~leol.:\~'-------
INS1[CTOR ,_ ll ~
:,/~s:::
DATE
~/__13/,S:
DATE
BENCHMARK
DESCRIPTION:
LOCATION:
RECORD FROM:
ELEVATION:
2 1/2' /JISC STAMP£/J "CLSB-011 LS 6215"
IN CURB M"ST SI/JE OF COMMUN/ TY LOT
COMMUNITY PARKING LOT NORTH OF CAMINO /JE
LOS COCHES ANO EAST OF CALLE TIM/TEO. SET IN
CURB ON M"ST SIDE OF PARK/NC LOT, 104 FT
FROM SOUTHM"STERLY CORNER OF RESTROOMS
R.O.S. NO. 11211 (Pr NO. 71)
173.24 DATUM: NCV/J 1929
13
/. 2
I
' I I
S££ SHEET 8
RR£ LIN£ 'B'
12 JI
I
\
o· 10· 40'
5· 20 80'
SCALE: 1 " = 40'
. . . . .. , .. ,
,., ... ""
JO
PRIVATE WATER DATA (OMWO)
i' 5 t:,. :32'26'05" 200.00'
\ 6 N 71'23'3!" £
I 13.22'
16.06'
• •
•
PRIVATE FIRE DATA (CCFD)
{fJo) DELTA/BEARING RADIUS LENGTH REMARKS
I N 20'06'02' £ 86.8!' 9• PVC /JR-18
2 N 59•5359·· £ 310.69' • •
3 N 65'06'02' W 12.60' • •
4 t:,.:/4'03:28" 250.00' 61.34' " •
"
j
ll .r
5 N 51'02'34" W 119.25' J~6=+~N~05~'~12~'2~6:"~£~~~~+~2~J~.8~0~' l====;:" ==~• =;:~ 2 81
9
N 38'57'26'' £ --43.62' " "
NOT USED
t:,. :32'26'05" 200.00' 113.22' " •
10 N l/'23'3!" E 26.45' " • • /
I I S /8'36"29--£ 66.86' "
CAUTION II
CONTRACTOR TO VERIFY THE EXACT
LOCATION OF EXIST/NC UTILITIES IN THE
FIELD PRIOR TO CONSTRUCTION!
"
I SHlEET I CITY OF CARLSBAD ~'fl. ~ /3\-LJ.-,--J---8-u-t-L1--:------------+---t---t-------+---t FIRE DEPARTMENT
t-1_0/.~2~4/,~/3+-_rc_t"~~R._'E,_PL_A_CE._S_S_HE._E_T_l_A_PP._'R~O~vE,~0~6_-,....l-_13 ___ -t---t----tlLVlil· 'l,Y PRIVATE WATER & PRIVATE FIRE PLAN FOR:
I SHOTS I
REI//SE BL/JC. 2 WATER & FIRE SERI/ICE, , LA COSTA TOWN SOUAR£
CHANG£ WATER SERI/ICE SIZES. co1UUt:"D/'IAL
/JELETE FIRE f/YD. SPOOL MMCITJ.,1'1
REI//SE WA !ER & FIRE PROFILES ~'E '8' t!t FIRE UNE
l-::----:-::-+---::-:-hc-A'--:V'::/J'::-:'-"RE."cS':-TR.'-=:4cc/Nc:,T~JO.":VN,'-'r':":s;':--"'DE,"'l=E'=TE'----'--'FO':'/J,:-'W-:'TA-'CIN=S,"'£Rc..l//C-'C.Cc'E+---+---f----lf----l ;=A=P=P=R=o=v=Eo=, .,_, ~i-;,-
5-9-13 TC /1\ REPLACE DDCV W/ PIV & F/JC; ADD WATER ( ' 7
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
SERVICE,· THIS SHEET REPLACES SHEET 1 TITLE: {'1-,a.>rV ~';=:~~~,_,~,..L===:::;-;==D::A:::TE::::=
ORIGINALLY APPROVE/J 11-16-12 DWN BY: ___ PROJECT NO.
DATE INITIAL DATE INITIAL CHKD BY: ---C T. 01 09
OTHER APPROVAL CITY APPROVAL RVWD BY: • , -
DRAWING NO.
409-4C
111213
0 ~ ...., G)
O.,::a. .... 0
00 (0
.I:,.
G)
'
' i
v
--I
i
' '
r------,--,-,-r--
------1-------- -------r---
---
-f--
-I---
I------
' ~+-++' --+--f--f--+-+---f------t-7--j-lll r·
---l--l----f----l------1-+-+-+----+-++-H-++--H----t---t-i-----t---t---r--i-----r----r-nr '
i !
-e------f-------+ I
+--+--+--t----t--t ----I--.
' -------t----J-----i--j-t---J---t--+-----;----;--,---[·-- - -----t-----i------r----.'----r , ----
,-l--+-+-+-+-+-+-H-t---t---t-11H11111-,-----------·--,----+--jf--t----'--t--+----1 --i--. -
--r----,f----+--+-~ ,--•
I -flt(. J' --t21-=tt-=c1
, =r:x=t=~~++~+=H=+-++++--H-+-++++-HH-~+++-+--H-+~~~~H:i~~¥~r:o'-~f. -l~---;J;J--1--r __ = +-r-!t=-+t~liGi~t~l=t-=-+i=+l~~1~t=i-li~1~t=e-,i=r=rr1=:r=--L+--+----t-+-++++---H-+-++--t-t--H'----i1,,,111-r-r -r------
-----f--+---+-+-+--+--t---+--- -
I ' ' I i : I I i i
1 ---,-I l---l---l----l--+-+-+---+-+-+-+-++++++-r--t-t-t-t-t1111---i---i-rrnrAt "-·1~7111_, z ~r-:-,-~·--~8·~· ---, -l-l--!--l--l---l--+-+-+++++++++-t-t--t--t--t-t-t11---,1M-r-----f ----f--+-+---+---+--+----1-t-----+--+-i---+--L-l-----l------l-----l----l--1-J"'"'::/''~"1+ 1-F-----t''-----+-lf-t--+-++-+--t-f--t---t---t-1--t----J-111T1771 -,----,-, ----r---t-
1 I -r c r--l---l----+---l--+--l-+-+-+-+-+-++-+--t-+-++-t---t-tt-H-t-11---i--i-----t----r -L \ i
JO JI
CAUTION!!
CONTRACTOR TO VERIFY TH£ EXACT
LOCA T!ON OF £)(!ST/NG UTILITIES IN THE
FIELD PRIOR TO CONSTRUCTION!
12 13
~'A-BUILT" 0 ~~ DESIGNED BY: A.M .• 8.R. DATE: JANUARY 2012 -----------
/ DRAWN BY: G M SCALE: PS SHOWN --d -,/ ,21'/cr::
PROJECT MGR: T,C. JOB NO.: 101290-04 TIMOTHY 0, CARROLL, JR,
C O N S U L TA N T~S~-r---____ -_-::_::==--------, RCE 55381 EXP. 12/31/14
271 0 Loker Avenue West
Suite 100
Carlsbad, California 92010
760-931-7700
Fox: 760-931-8680
ODoyConsultonts.com
Civil Engineering
Plonnlng
Processing
Surveying
ENGINEER OF WORK:
_,,,~-C.,//
TIMOTHY 0. CARROLL, JR.
REVIEWED BY:
SJ .!,__w.J,..,,...,--....-__
IN' PECTOR
DATE
"t/_LJ/1..,__s:_
DATE
I: \CO I 01 J\_Comm~rciol \lmprostlrl er, t \htWtrF:re \~C4 \ I ?90PIWTfp(0B-CC040t••~009c0·~U2T6L-~~\~ f ~!~~c TL -(X4-PH;>· 1 Qg□PPRO-W r1< _ CC4; \090PU TL -Ct.:J-Lights; 1 QgOfJM AP-~[) Y Xrefa: 1090PMAP-CV,; 1090P1Wffl; 1090PGf1D-CC4-PH2; 1090 GRD--, , ,
BENCHMARK
DESCRIPTION:
LOCATION:
RECORD FROM:
ELEVATION:
2 1/2" DISC STAMPED "CLSB-011 LS 62/5"
IN CURB WEST SIDE OF COMMUNITY LOT
COMMUNITY PARKING LOT NORTH OF CAMINO OE
LOS COCHES ANO EAST OF CALLE TIM/TEO. SET IN
CURB ON WEST SIDE OF PARK/NC LOT, 104 FT
FROM SOUTHWESTERLY CORNER OF RESTROOMS
R.O.S. NO. 17271 (PT. NO. 71)
17124 DATUM: NCVO 1929
5 3 13 TC
DA1E INITIAL
ENGINEER OF WORK
19 20 21 22
PRIVATE FIRE DATA (CCFD)
2
DA 1E INITIAL DA1E INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL