HomeMy WebLinkAboutDWG 402-2F; CUP 258C; LA COSTA RESORT & SPA - BALLROOM BUILDING; 01-07I
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 $1,000,000-00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A" AND A SIZE CATEGORY OF CLASS VAS ESTABLISHED BY "BESTS" KEY RATING
GU I DE.
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 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 OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF• (Al SUMMARY SHEET, (Bl LABORATORY WORK SHEETS AND (Cl COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL
ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN
THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE
SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(Sl SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING
INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. 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 THROUGH THE PERMIT CLERK (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 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.
14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER ANO/OR
CONTRACTOR SHALL DESIGN. CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS ANO REGULATIONS.
15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY
SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING 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 ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION . .1.£. THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION 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 DURING CONSTRUCTION, OPERATIONS WILL-CEASE IMIAEOIATELY. 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.
17. 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 7•00 A.M. AND SUNSET 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
ENGINEERING 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 AkONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE G ADING OPERATION.
19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM.
20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF
THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR
IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
21. 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.
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IMPROVEMENT PLANS FOR: WORK TO BE DONE
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY
ENGINEER. LA COSTA RESORT & SPA-1. CARLSBAD MUNCIPAL CODE
2. CITY OF CARLSBAD STANDARDS
3. THIS SET OF PLANS
BALLROOM BUILDING
4. RESOLUTION NO. 5354, DATED JANUARY 15, 2003
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION <GREEN BOOK), 2000 EDITION
6. PRELIMINARY GEOTECHNICAL INVESTIGATION FOR LIMITED SOILS INVESTIGATION FOR PROPOSED NEW SPA & BALLROOM BUILDINGS, LA COSTA RESORT & SPA, DATED JUNE 28, 2002, BY SLADDEN ENGINEERING.
NOT TO SCALE
PACIFIC
OCEAN
CITY OF ENCINITAS
VICINITY MAP
NOT TO SCALE
GENERAL NOTES CONTINUED
22. 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 SDG&E (760)438-6200 1-800-422-4133
PACIFIC BELL (760)489-3441
CABLEVISION (760) 931-7000 CITY OF CARLSBAD (STREETS AND STORM DRAIN) •CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER)
•SAN DIEGUITO WATER DISTRICT (760)633-2650 •LEUCADIA COUNTY WATER DISTRICT (760)753-0155
•YALLECITOS WATER DISTRICT (760)744-0460 •OLIVENHAIN WATER DISTRICT (760)753-6466
(760)606-2720 (760) 438-2722
•BUENA SANITATION DISTRICT (760) 726-1340 X1374
• AS APPROPRIATE
DECLARATION OF RESPONSIBLE CHARGE
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS
PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OYER 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 DES I GN,
FI RM• RI CK E~G I NEER I NG CO.
ADDRESS, 562d!, FR I ARS ROAD
CITY, ,SA~ DIEGO, C 92110-2596
TE P N , C619>u"''ll'lfo
BY• d /11''"111. .... DATE• 4 / ,,p:r
R. NO. , .33037
EXPIRATION DATE• G/30/2006
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KEY MAP
SCALE: 1"=100'
SHEET INDEX SHEET
NO.
NOTES , KEY MAP & WORK TO BE DONE -----· ---1
ADDITIONAL NOTES & DETAILS----·-·---------2
IMPROVEMENT PLANS ----------------------· -3 THRU 7
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS COMPILED BY PHOTOGRAMMETRIC METHODS,
FROM AERIAL PHOTOGRAPHY DATED 08-03-01, BY RI CK ENG I NEER I NG COMPANY. TOPOGRAPHY SHOWN HEREON CONFORMS TO NAT I ONAL MAP STANDARDS.
OWNER/DEVELOPER
KSL LA COSTA RESORT CORPORATION 2100 COSTA DEL MAR ROAD
CARLSBAD, CA. 92009
PH. 760-931-7575
-..
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KEY MAP LEGEND
PROPOSED FIRE HYDRANT -----------------------
EASEMENT -------------------------------------
LOT LINES -------------------------------------
SUBDIVISION BOUNDARY --------------------------
SHEET NUMBERS (STREET IMPROVEMENTS)---------
---____J
----
CARLSBAD MUNICIPAL WATER DISTRICT
L.EGAL DESCRIPTION
A PORTION OF SECTION 35, TOWNSHIP 12 SOUTH, RANGE 4 WEST, SAN BERNARD I NO MER ID I AN, IN THE CI TY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA.
PROJECT LOCATION
7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY Tf!E
CITY OF CARLSBAD STANDARDS.
8. THE CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS AND SPECIFICATIONS FOR WATER, SEWER
AND RECLAIMED WATER.
9. LEUCADIA COUNTY WATER DISTRICT STANDARD DRAWINGS FOR SEWER.
LEGEND
DESCRIPTION STD. DWGS.* SYMBOL
PROPERTY BOUNDARY---------------- ---
EASEMENT LINE----------------------
EXISTING CONTOUR----------------· ·190 ·--
8"WATER MAIN-----<PRESSURE ZONE HGL 318)-----
10"WATER MAIN----<PRESSURE ZONE HGL 318)-----
12"WATER MAIN----(PRESSURE ZONE HGL 318)-----
-w--
-w--
-w--
8"GATE VALVE--------CMWD W16-------0-
10"GATE VALVE--------CMWD W16-------0-
12"GATE VALVE--------CMWD W16--------0-
THRUST BLOCK--------CMWD W15,W19----
FIRE HYDRANT--------· CMWD W12 -----
DETECTOR CHECK VALVE------CMWD W22-----
BACKFLOW PREVENTER - - - - --CMWD W21 - --'-· -
REMOVE EXIST.ACP WATER ------------·
2"BLOWOFF---------·CMWD W6------
2"MAR-----------CMWD W6------
2"AVV-----------CMWD W7------
6"CURB & GUTTER-------G-2-------
PCC SIDEWALK ---------G-7-------
TYPE B INLET ---------D-2-------
18"RCP ~350-Dl----------------
1
-w--
•
■
■
Fl
j
TRENCH RESURFACING-------G-24 -------~///d
2"WATER SERVICE --------CMWD W2-------=-------®
2" IRRIGATION SERVICE - - - - - --CMWD W2 - - - - - ----=-----0
SEWER LATERAL <PVT)------LCWO S-11 ---------S-
SEWER CLEANOUT-- - - - - --LCWO S-8, S-9 - - - ----0---
QUANTITY
229 LF
120 LF
964 LF
2 EA.
1 EA.
2 EA.
7 EA.
4 EA.
1 EA.
3 EA.
735 LF
5 EA.
1 EA.
1 EA.
218 LF
1,090 SF
1 EA.
10 LF
60 LF
2 EA.
1 EA.
660 LF
6 EA.
* ALL STANDARDS ARE SAN DIEGO REGIONAL STANDARD DRAWINGS EXCEPT AS NOTED.
LEUCADIA COUNTY WATER DISTRICT
CITY OF CARLSBAD FIRE DEPARTMENT
REQUIREMENTS F.FL0W 3,500 G.P.M. OUT OF _4__F.H.ISI.
NO. OF F.H.ISI __f_F.FL0W 1,660 G.P.M. OUT 0F_1_F.H.ISI.
BLDG. S RINKLED @NO ..• F .FLOW 6, 640 G.P .M.
"AS BUil T"
~ z:?::re
R.C.E. 62.08:5 EXP. 1,/30/os
REVIEWED B"Y:
w~~
INSPECTOR
DhE
DATE
:,-G,-oe
DATE
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER 216-123-07
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS• N 1,978,000 E 6,249,000
fsHm7 CITY OF CARLSBAD
1------,t----+-----------------+---t----+----+----l L_j__J ENGINEERING DEPARTMENT
BENCH MARK
A STREET CENTERLINE MONUMENT ON EL
CAMINO REAL 0.88 MILES NORTHERLY FROM
LA COST A A VENUE.
RECORD FROM:NORTH COUNTY VERTICAL
CONTROL DATA, PAGE 184.
ELEY A TION: 113.1 22 ADJUSTED
DATUM:NGYD 29
1-----11----+----------------+---l----+----l-----l
IMPROVEMENT PLANS FOR:
LA COSTA RESORT & SPA -
BALLROOM BUILDING
APPROYED:LLOYD B.HUBBS #Y
4, 4~ I~ .-'c.6 5 Is lo 2 CITY ~RR<t.E. 23889 EXP_ 12131105 'D?TE 1-=~-=11----+-JT--~~-------------+---l----+----l-----l
J-!'.~:...-_,,_~:.J~~µ7 ..<.o/_--JL--'--'--..Ll>L-<.LMJ.J..L ___________ -l----l---l-----l----l DWN BY: REC PROJECT NO. DRAWING NO.
DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL ~~~DD BB~'-. ~~l CUP 258(C) 402-2F
ENGINEER Of WORK OTHER APPROVAL CITY APPROVAL --
06 ' '
-
C -..
ENGINEER'S SPECIAL NOTES
1. THE CONTRACTOR SHALL ENFORCE ALL SAFETY MEASURES.
THE CONTRACTOR SHALL DESIGN. CONSTRUCT AND MAINTAIN ALL SAFETY
DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO
ALL LOCAL.STATE ANO FEDERAL SAFETY ANO HEALTH STANDARDS,LAWS ANO REGULATIONS.
2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING,
SAFETY OF ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL APPLY
CONTINUOUSLY AND BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR
SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER ANO ENGINEER HARMLESS FROM ANY ANO
ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON
THIS PROJECT EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER
OR THE ENGINEER.
3. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT ALL SLOPES, STREETS, UTILITIES,
AND STORM DRAINS ARE BUil T IN ACCORDANCE WITH THESE PLANS. IF THERE ARE ANY
QUESTION REGARDING THESE PLANS OR FIELD ST AKES, THE CONTRACTOR SHALL REQUEST
AN INTERPRETATION BEFORE DOING ANY WORK BY CALLING THE ENGINEER OF WORK AT (619)
2~-0707. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE
PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT MAY RESULT
FROM HIS OPERATIONS BY APPROPRIATE MEANS (SAND BAGS, HAY BALES, TEMPORARY
DESIL TING BASIN, DIKES, SHORING, ETC.> UNTIL SUCH TIME THAT THE PROJECT IS COMPLETED
AND ACCEPTED FOR MAINTENANCE BY WHATEVER OWNER, AGENCY OR ASSOCIATION IS TO
BE ULTIMATELY RESPONSIBLE FOR MAINTENANCE.
4, THE LOCATION AND ELEVATION OF EXISTING IMPROVEMENTS TO BE MET BY WORK TO BE
DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW
WORK,
5. THESE PLANS ARE DRAWN SHOWING FULL IMPROVEMENTS WITHIN SPOT PORTIONS. AREAS
BETWEEN SPOT PORTIONS SHALL BE CONSTRUED TO RECEIVE THE FULL IMPROVEMENTS AS
SHOWN IN THE SPOT PORTIONS.
SPECIAL NOTES-CONSTRUCTION
1. SEWER AND WATER LATERALS SHALL HAVE MINIMUM 5' SEPARATION-TYPICAL
2. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS
OF WORK OF THIS PLAN PER SDRSD M1 9.
STREET NOTES
1, ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS
HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA.
PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE
PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL
SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND
APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS.
2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND
CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUil T"
PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL
LUMINAIRES SHALL BE "CUT OFF" TYPE.
3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO
CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM
D-LOAD OF 1.350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED
PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH¾" ROCK PER SDRSD S-4
TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FOR SDR 35 SOLID WALL PIPE.
5. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED
WITHIN TWENTY FEET OF BUILDING OR STREET AREAS ANO REPLACED WITH PROPERLY
COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR
REMOVED AS APPROVED BY THE CITY ENGINEER. SEE SOILS UPDATE LETTER
PREPARED BY SLADDEN ENGINEERING, DATED FEBRUARY 20, 2003 IN REGARDS
TO THE DISPOSITION OF EXISTING WATER LINES DURING GRADING ASSOCIATED WITH
CITY OF CARLSBAD DWG. NO. 402-2C.
6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24,
CALIFORNIA ADMINISTRATIVE CODE.
7. STREET TREES SHALL BE INSTALLED PER SECTION IV D.3 OF THE CITY OF
CARLSBAD LANDSCAPE MANUAL.
8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF
WORK OF THIS PLAN PER SDRS DWG M19.
9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL
BE REESTABLISHED. PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND
SURVEYORS ACT.
10. TWO (2) SETS OF SURVEY (CUT> SHEETS SHALL BE PROVIDED TO THE CITY
ENGINEERING INSPECTOR.
WATER NOTES
1. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE CARLSBAD MUNICIPAL WATER DISTRJCT'S PROCEDURAL GUIDE-GENERAL
DESIGN REQUIREMENTS AND STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION OF
PUBLIC POTABLE WATER FACILITIES, DATED OCTOBER 1993, OR LATEST REVISION.
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATIOIN PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND ffiOVlOE PROOF Of OSHA
NOTIFICATION AND SHALL ADHERE TO ALL PROV!SIOINS OF THE STATE
CONSTRUCTION SAFETY ORDERS.
3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D.
LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE
SIGNED AND APPROVED BY THE DISTRICT ENGINEER ANO DISTRICT SUPERINTENDENT.
4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM
OF 7 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY
THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR
TO THE BEGINNING OF CONSTRUCTION. CTELEPHONE NO. (760l 602-2780) FOR
SCHEDULING.
5. 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.
6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS
OF THE FIRE LINE LOCATED BETWEEN HIE DETECTOR CHECK VALVE AND
BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.
7. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED
IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES AND REGULATIOINS
FOR THE CONSTRUCTION OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL
WATER DISTRICT." OCTOBER 1993 OR AS AMENDED.
8. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS
OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS SOILS TEST REPORT
AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER,
THE DISTRICT ENGINEER WILL CONSIDER AN AL TERNA TE FORM OF PROTECTION.
9. ALL WATER METER BOXES SHALL BE 1 7"x30"xt 2" POLYMER CONCRETE AS MANUFACTURED
BY ARMORCAST OR EQUAL.
10. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE.
SEWER BY-PASS PLAN NOTES
1. PRIOR TO ANY BY-PASS WORK, THE CONTRACTOR SHALL SUBMIT TO THE
DISTRICT FOR REVIEW AND APPROVAL, A DETAILED BYPASS PLAN INCLUDING
PROPOSED BY-PASS PUMP CAPACITY CURVES, TEMPORARY DISOIARGE PIPE
SIZES AND LENGTHS.
2. THE CAPACITY OF SUCH SEWER BY-PASS SHALL BE A MINIMUM Of 1,000
GALLONS PER DAY PER EDU (EQUIVALENT DWELLING UN1Tl FOR PEAK BY-PASS
OF FLOW, OR AS NECESSARY TO AVOID SURCHARGING OF THE SEWER. THE
UPSTREAM NUMBER OF EDU'S SHALL BE DETERMINED AND SUBMITTED FOR
REVIEW AND/OR FLOW SHALL BE MONITORED AND REPORTED VERSUS TIME OF
DAY WITH BYPASS FACILITY CAPACITY EXCEEDING THE MEASURED FLOW.
3. THE BYPASS SYSTEM PUMPS SHALL HAVE 1001/. REDUNDANCY. THERE SHALL BE
A MINIMUM OF TWO PUMPS PER SYSTEM WITH BOTH PUMPS BEING OF
SUFFICIENT CAPACITY TO PUMP THE PEAK FLOW INDEPENDENTLY. IF BOTH
PUMPS ARE ELECTRICALLY DRIVEN THE CONTRACTOR SHALL PROVIDE A
STAND-BY GENERATOR.
4. THE CONTRACTOR SHALL PROVIDE PERSONNEL TRAINED IN ALL ASPECTS OF
THE BYPASS SYSTEM OPERATION TO MONITOR THE BYPASS SYSTEM 24 HOURS A
DAY 7 DAYS A WEEK DURING BYPASS OPERATIONS. THE BYPASS MONITOR
SHALL HAVE ACCESS TO TELEPHONE COMMUNICATION AT ALL TIMES.
5. BEFORE THE BYPASS SYSTEM IS PUT INTO OPERATION IT SHALL BE TESTED AND
MUST OPERATE WITHOUT FAILURE FOR A 24-HOUR PERIOD.
6. ANY AND ALL SPILLS OCCURRING AS A RESULT OF THE BYPASS SYSTEM,
INCLUDING FINANCIAL RESPONSIBILITY FOR ANY FINES IMPOSED ON THE
DISTRICT AS A RESULT OF A SPILL CAUSED BY THE BYPASS SYSTEM SHALL BE
THE RESPONSIBILITY OF DEVELOPER. DEVELOPER AND CONTRACTOR SHALL BE
RESPONSIBLE TO IMMEDIATELY INFORM DISTRICT OF ANY SPILLS AS WELL AS
BE RESPONSIBLE TO IMMEDIATELY REPAIR AND REMEDY THE SPILL AND ALL
RESULTING DAMAGE.
SEWER NOTES
1. LCWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT,.PRJV,ATE ENGIJ\IEER
OR WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECT!ON OF ERRORS ANO
OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION.
2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA
COUNTY WATER DISTRICT LCWD SEWER STANDARDS AND TO ,HE REllt!IREMENTS OF THE
STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION (GREUIBOOK) AND THE
REGIONAL ST ANOARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT Of CONFLICT
THE LCWD SEWER ST ANDAROS GOVERN.
3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE, ENTRY REOUIREMEtalTS SHALL BE
FOLLOWED AT ALL TIMES WITHOUT EXCEPTION.
4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. &. 3. DOCUMENTS ON THE
JOB SITE AT ALL TIMES.
5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE
DATE OF FINAL ACCEPTAtalCE BY LCWD AND SHALL REPAIR OR REPLACE ANY WORK THAT
MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS WITl¾IN THE ONE-YEAR
PERIOD WITHOUT EXPENSE WHATSOEVER TO LCWD.
6. QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY. NEITHER THE
PRIVATE ENGINEER NOT LCWO GUARANTEE THE ACCURACY OR COMPLETENESS OF THE
SEWER QUANTITIES.
7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS
REPRESENTING ALL MATERIALS AND SUPPLIES SATISFACTORY TO LCWD, WORK SHALL NOT
COMMENCE UNTIL SUCH MATERIALS ARE APPROVED BY LCWO.
8. PRIOR TO BEGINNING SEWER WORK, THE LCWD INSPECTOR SHALL BE FURNISHED THREE
SETS OF CUT SHEETS AND SHALL COMPLY WITH LCWD STAWARD SPEC SURVEY
REQUIREMENTS.
9. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LCWO PfRMIT FOR
CONSTRUCTION ANO SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO LCWO PRIOR TO
CONSTRUCTION.
1 O. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEfN OBT AlNEO FROM THE
JURISDICTIONAL CITY, COUNTY, ANO/OR OTHER APPROPRIATE AGENCIES.
11. CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A OET AIL
PLAN TO THE DISTRICT ENGINEER SHOWING THE DESIGN OF SHORING, BRACING, SLOPlNG,
OR OTHER PROVISIONS TO BE MADE FOR PROTECTION OF WOOKERS FROM TME HAZARD OF
CAVING GROUND DURING TRENCH EXCAVATION AND PIPE INSTALLATION THEREIN. THIS PLAN
MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH. IF THE PLAN VARIES
FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY
ORDERS, TITLE 8, CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PllEPARED BY A
REGISTERED ENGINEER. A COPY Of THE OSHA EXCAVATION PEIIMIT MUST BE SIJIIMITTED TO
THE LCWO INSPECTOR PRIOR TO EXCAVATION,
12. ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS ANll TRENCHES.
CONTRACTOR SHALL DEWATER AND MAINTAIN DEWATERING C.ONllNUOOSL Y UNT:IL THE
WORK IS COMPLETED INCLUDING PLACEMENT AND COMPACTION OF BACKFILL MATERIALS IN
13. IN THE FUTURE SHALL BE ENCASED IN GEO TEXTILE MATERIAL. SUlT ASL£ GEOTEXTlt_E
MATERIAL SHALL BE SUBMITTED TO THE DISTRICT ENGINEER FOR REVIEW ANO APPROVAL.
CONTRACTOR SHALL OBTAIN DEWATERING PERMITS AS NECESSARY AND RETURN OF
GROUNDWATER TO THE SEWER SHALL NOT BE ALLOWED.
1 4. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS WAS
OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGIIIEER. TO THE BEST OF
THE PRIVATE ENGINEER'S KNOWLEDGE, THERE ARE NO EXISTING UTILfflES EXCEPT THOSE
SHOWN ON THESE PLANS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE Of OTHER
UTILITIES OR STRUCTURES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN
ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTl0NARY MEASURES TO
PROTECT THE UTILITIES SHOWN ON THE PLANS ANO OTHER EXISTING F AClt.rHES OR
STRUCTURES NOT SHOWN.
15. APPROVAL OF THIS PLAN BY LCWD DOES NOT CONSTITUTE A REPRESENT A HON OF THE
ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY
UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
16. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800l 422-4133, AS REQUIRED
BY STATE LAW. ALL UTILITY CROSSINGS SHALL BE POTHOLED PRIOR TO TRENCHING.
1 7. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE, ANO FEDERAL
SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED TO, TRENCH SAFETY AND CONFINED
SP ACE ENTRY.
1 8. SOILS REPORTS SHALL BE SUBMITTED TO LCWD BY A QUALIFIED SOILS ENGINEER WHICH
CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER
IN ACCORDANCE WITH ON SITE EARTHWORK SPECIFICATIONS AND THE LCWD STANDARD
SPEC.
19. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (I.E.), INSJDE BOTTOM OF PIPE. SEWER
LENGTHS SHOWN ARE FROM CENTER OF MANHOLE TO CENTER OF MANHOLE.
20.ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LCWO DISHliCT ENGINEER IN
WRITING PRIOR TO CONSTRUCTION.
21. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES ANO SHALL
MAKE SUCH RECORD AVAILABLE TO THE PRIVATE ENGINEER. THE PRVATE ENGINEER SHALL
PROVIDE AS-BUlL T DRAWINGS TO LCWD FOR REVIEW ANO APPROVAL PRIOR TO FINAL
ACCEPTANCE OF THE PROJECT.
LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET, INCLUDING COLLECTORS ANO
LATERALS, UNLESS OTHERWISE APPROVED IN WRITING BY THE DISTRICT. TRENCH SHALL BE
BACKFILLED OR PLATED AT THE CONCLUSION OF EACH DAY OF WORK.
22. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENT ATION, IF ANY SURVEY
MONUMENTS ARE DISTURBED OR DESTROYED, THE CONTRACTOR SHALL RETAIN A LICENSED
SURVEYOR TO RE-ESTABLISH AND RECORD THE MONUMENT CHANGE PER STATE LAW.
23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE SEWER
PIPE AND ANY OTHER UTILITIES.
SEWER NOTES CONT.
24. SEPARATION OF SEWER/ WATER AND SEWER / RECLAIMED WATER SHALL COMPLY WITH
LCWO STD DWG S-2 AND WITH ALL COUNTY AND STATE HEAL TH DEPT REGULATIONS.
25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE
DIRECT PRESENCE OF THE LCWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR
ALLOWED TO FLOW TO EXISTING SE.WER UNTIL AFTER FINAL ACCEPT ANGE OF ALL UPSTREAM
WORK BY THE LCWO INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER.
26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS
OTHERWISE SHOWN AS APPROVED BY LCWO ON THE PLANS.
27. A 2-INCH HIGH ''S" SHALL B£ INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY
THE CONTRACTOR.
28. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL
EXTEND UP TO A 2" COPPER TAG TIED ANO SOLDERED TO THE WIRE. THE TAG OVER THE
SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST
BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE
GRADE UNTIL CONNECTED ANO SHALL THEREAFTER BE BURIED AT THE POINT OF
CONNECTION.
29. ALL Pll'E SHALL BE HANDI..E0 ANO INSTALLED SO AS TO PROTECT PIPE, JOINTS, LINING, AND
COATING. THE PIPE SHALL !IE CAREFULLY BEDDED TO PROVIDE CONTINI/DUS BEARING AND
PREVENT UNEVEM SETTLEMENT. PIPE SHALL BE PROTECTEQ AGAINST FLOTATION AT ALL
TIMES. OPEN ENDS OF PIPE SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN
PROGRESS.
30. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL THEN BE LIMITED
TO LESS THAN ONE-HALF OF THE ANGLE RECOMMENDED BY THE PIPE MFGR.
31. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LCWD SEWER STANDARDS.
WA T,£R JETTING SHALL NOT BE ALLOWED.
32. ALL LATERALS SHALL E!E CONSTRUCTED CLEAR OF DRIVEWAYS.
33 •. JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION, CONCRETE TESTING BY
LCWD WILL BE AT CONTRACTOR EXPENSE.
34. MANHOLE BASES SHALL BE MONOLITHICALLY PLACED, FINISHED, AND COMPLETED AT TIME
OF PLACEMENT. GPK PRODUCTS, INC., OR APPROVED EQUAL, MANHOLE ADAPTORS SHALL BE
SET IN THE BASE FOR EACH PIPE CONNECTION. SETTING OF MH RINGS SHALL NOT BE
ALLOWED FOR 48 HOURS AFTER CONCRETE PLACEMENT. PRECAST MANHOLE BASES ARE
ACCEPT ABLE FOR USE WITH 8" SEWERS WITH DISTRICT ENGINEER APPROVAL.
35. JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, ANll RING SHALL HAVE A 2" BY 2"
BUTYL RUBlaER GASKET PLACED WITHIN THE FULL CIRCUMFERENCE. GASKET SHALL BE
CPS-21 0 BY PRESS SEAL GASKET CORP., OR APPROVED EQUAL.
36 .• ALL MANHOLES SHALL BE VACllUM TESTED 1) BEFORE BACKFILL, 2) AFTER BACKFILL, AND 3)
SUBSEQIJENT TO AN'f SUSPECTE0 MO\tEMOO OR DAMAGE AFTER BACKFILL.
37. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR TESTED, ANO
TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR
RNAL ACCEPTANCE BY LCWO. A1R TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL
OTHER UTILITIES ANO UTILITY LATERALS.
38. ALL SEWERS AND LATERALS SHALL BE IN PLACE AIID SHALL HAVE FINAL APPROVAL BY THE
LCWD INSPECTOR PRIOR TO PAVING.
LCWll SEWER NOTES (CONTINUED)
39. /Ml"fWllliMENT PLANS ARE Af'PROv'EO FOR. LCWO 5eWe:R Pllfef'OS€S ON 7YE t:¥1SIS
11/AT LOI'/. is Will /!J(J&1ff Tlf/S GR6,4Slf INTeil<CE:PTOfe S/Z.ING CALCULATIONS A/'ID C<IT
5/Jl:l:7'$ FOR l CWOR€VN5N ANO APPROVAL LCWD ,Rf3Vle/lll ANO APPROVAL Will B€
f!,45€0 ON lCW[) '5 IN7El<.FRETAT!ON OF LCfe & S COJV!f'l/ANC~ WIT/I IJN/FO{l?M Fl.UMBING
CO{)£ R€0(JtR!fMENTS FOR .GR£Afi,€ INT0i!C!€PTCl<S.
\
\;NGJNEER OF WORK
1 Jc' ill D. GOODARD JR, R.C.E. 33037
\...;
11 AS BUil T"
4' 10 -0
DAT ...
--,-WI! as . .,.. z.3--of!,
R.C.E. 60263 EXP. 6/~0/08 DATE
REVIEWED BY:
w-~ Lr
INSPECTOR 1k'Jt DATE
~ CITY OF CARLSBAD
1------,1----+----------------+----l-----+---l-----l L__£_j ENGINEERING DEPARTMENT
1------11----+-----------------l-----l-----+---I-----I
BENCH MARK
A STREET CENTERLINE MONUMENT ON EL
NOTES AND DETAILS FOR,
LA COSTA RESORT & SPA -
BALLROOM BUILDING
ii' CAMINO REAL 0.88 MILES NORTHERLY FROM j LA COST A AVENUE. APPROVED, LLOYD B. HUBBS ,6'}'" ~ J. 14107 1------11----+----------------+----l-----+---1-----11~A-~e;...««.c.,;.~~~uu<~~";f.~;:e;:,,·>6'.~-~-~-~ .s-/.:r/43
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_ ELEVATION,113.122 ADJUSTED DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ~\JP REVISION DESCRIPTION CUP 258(C) 402 2f ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: . . . -
l _s:•20:_:;Fr:::i"':_',!Ro:ad!,,;.· _;s;::an~D:::••~go~, CA:!,_•;;''!,;10-~2;;:s•:_•_;·.;l:•1,;;•l,!29:_:;1-;;;o,:o,;_;_• !;FAX~f:••_;;•l_;'•!,!;•·.;:•1:•s~-:.,:www::;:.,~ick:eng!!;.:'°m:,_ ___________________________________________________ _,:D~A;_;T_:;U:M;_: !;!NG~V:_:D;:_;2;;9 __________ ~;;;;;;;;;;;;;;;;;;;;::;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:J 9
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PROPERTY BOUNDARY
NOTE,
PRIVATE STORM DRAIN TO BE EXTENDED
DWG. 402-ZC. THIS STORM DRAIN SHALL
BE EXTENDED CONCURRENTLY WITH THE
CONSTRUCTION OF LINE 'A'.
PER
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WATER DATA
NO. DELTA OR BRG. RADIUS LENGTH REMARKS ~ ljl 11.J?A• ,....,.., r.r11L 1 ?() ""' 1 011 PVC CL-150 C-900
(2' t411•35'14 "£: 411.53' 1 2u PVC CL-150 C-900 . -(3 N70" 19' 57"W 154.77' 12" PVC CL-150 C-900
_ C-?OO '
CAUTION:
NO CUTTING OF ASBESTOS CEMENT PIPE <ACP) IS
PERMITTED. CONTRACTOR SHALL REMOVE ACP TO
NEAREST COUPLING AND INSTALL ACP X PVC ADAPTORS
AND THE NECESSARY PVC SIZE AND CLASS PIPE TO
INST ALL THE TEE/ELL CONNECTION POINTS
20 40 60
1 ''= 20'
N E K co.
"AS BUil T"
R.C.E. 6 02 8 3 EXP. '1/'!)()/t}e,
INSPECTOR
DATE
~ CITY OF CARLSBAD
~====~~====~================================1=====t====1=====t===j L___1_j ENGINEERING DEPARTMENT
RECORD FROM, NORTH COUNTY VERTICAL
CONTROL DAT A, PAGE 1 84.
ELEVATION, 113.122 ADJUSTED
DA TUM, NGVD 29
DATE INITIAL
ENGINEER OF WORK
A.S· &VILT
REVISION DESCRIPTION DATE INITIAL
OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
IMPROVEMENT PLANS FOR,
LA COSTA RESORT & SPA -
BALLROOM BUILDING
APPROVED,LLOYD B.HUBB~ dY"
A 5 e~ ~~ .,.-1«.,3 CITY ENGINER.C.7Toa9 EXP.12/31/05 7 ATE
OWN BY: REC PROJECT NO. DRAWING NO.
~~~~ ~~'-jjf CUP 258(C) 402-2F
052
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llt RICKENGINEERING COMPANY
Riverside Orange
5620 Friars Road •
San Diego
San Diego, CA 92110-2596 • (619) 291-0707 • FAX
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07·AP!=l-t003 11, 33
Phoenix
(619) 291-4165
Tucson
www .rickeng.oom
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WATER MAIN
EXIST. 8" VCP
SEWER MAIN-
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WATER EASEMENT TO
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77
I tJ!!iIJ;L REMARKS
,-/ 0 N1+·2a·,.,·w 246.'12' ' 1 211 PVC CL-150 C-900
l2J ti.= 15' 46' 37" ,~, . --.. ~-. ... --
I 4J N4'16'41"E
15) N85"28'41"W
16] ti.= 4• 53' 34"
CAUTION,
NO CUTTING OF ASBESTOS CEMENT PIPE (ACPl IS
PERMITTED. CONTRACTOR SHALL REMOVE ACP TO
NEAREST COUPLING AND INST ALL ACP X PVC ADAPTORS
ANO THE NECESSARY PVC SIZE ANO CLASS PIP£ TO
INSTALL TH£ TEE/ELL CONNECTION POINTS
BENCH MARK
A STREET CENTERLINE MONUMENT ON EL
CAMINO REAL 0.8-8 MILES NORTltERL Y FROM
LA COST A AVENUE.
RECORD FROM: NORTH COUNTY
CONTROL DATA, PAGE 184.
ELEVATION, 113,122 ADJUSTED
DATUM,NGVD 29
VERTICAL
23.+.so· -1-8.00' ◄ _')II eve rI -1 'iO c-900 -. ,.__ ~ ,.,,_ti ·---) . -. --
/87.86' 1 2" PVC CL-150 C-900
1 o. 84' 12'' PVC CL-150 C-900
300.00' 22. 61' 1 211 PVC CL-150 C-900
R OF WORK
4 IC tJj
3'Z D T
"AS BUil T"
R.C.E. .so.ta 3 EXP.
REVIEWED BY: w ;Jj_,~ ..... ,
INSPECTOR
fsHrn7 CITY OF CARLSBAD
~====~~====~================================!=====t====!=====t===j L__1_J ENGINEERING DEPARTMENT
-rr I AS·8U1Lr
DATE
ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
IMPROVEMENT PLANS FOR:
LA COSTA RESORT & SPA
BALLROOM BUILDING
APPROVED,LLOYD B.HUBBS ~ ~,:;; «--w-~~ cm ENGINEER R.c.C889ExP.12/31/05
OWN BY: REC PROJECT NO. DRAWING NO.
CHKD BY:
RVWD BY: ji1 CUP 258{C) 402-2F
052
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J. 14107
llt RICK ENGINEERING CCMPANY
Riverside Orange
5620 Fria:rs Road •
San Diego
San Diego, CA 92110-2596 • (619) 291-0707 • FAX
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Phoenix
[619) 291-4165
Tucson
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DATE
"AS BUil T"
R.C.E. "7Z.&3 EXP. DATE
REVIEWED BY: w~
INSPECTOR DATE
i---------t--t------------1---+--------+----1---------f ~ CITY OF CARLSBAD I SHEETS I l__2_j ENGINEERING DEPARTMENT 7
BENCH MARK
A STREET CENTERLINE MONUMENT ON EL
CAMINO REAL 0.88 MILES NORTHERLY FROM
LA COST A AVENUE.
RECORD FROM:NORTH COUNTY VERTICAL
CONTROL DATA. PAGE 184.
ELEV A TION: 11 3.122 ADJUSTED
DATUM:NGVD 29
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
tMPROVEMENT PLANS FOR:
LA COSTA RESORT & SPA
BALLROOM BUILDING
APPROVED: LLOYD 13. HUBBS d' y-
4'-:( <~ ~ ~-.5"/s-/,,.,7
CITY ENGINEERRff.21389ExP.12/31 ;oso~TE
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REC PROJECT NO. DRAWING NO.
CUP 258(C) 402-2F
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J. 14107
■-RICK ENGINEERING COMPANY
Riverside Orange Phoenix
5620 Friars Road •
San Diego
San Diego, CA 92110-2596 (619) 291-0707 • FAX (619) 291-4165
r, \d_ 14107\bo I I roorn\41 07wtr _ I s6. d<;)n
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A STREET CENTERLINE MONUMENT ON EL
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LA COST A A VENUE.
RECORD FROM: NORTH COUNTY VERTICAL
CONTROL DATA, PAGE 184.
ELEVATION: 113.122 ADJUSTED
DATUM:NGVD 29
20 10 0 20 40 60 ---
GRAPHIC SCALE 1 "= 20'
A5-SOILT
ENGINEER OF WORK REVISION DESCRIPTION '
WATER DATA
NO. DELTA OR BRG. RNJIUS LENGTH REMARKS
11") N66" 55' 18"E r :34-.00' 8" PVC CL-150
2] L'.=11'51'23" 162.01' / 33.52' 8" PVC CL-150
NO CUTTING OF ASBESTOS CEMENT PIPE (ACP) IS
PERMITTED. CONTRACTOR SHALL REMOVE ACP TO
NEAREST COUPLING ANO INST ALL ACP X PVC ADAPTORS
ANO THE NECESSARY PVC SIZE AND CLASS PIPE TO
INST ALL THE TEE/ELL CONNECTION POINTS
C-900
C-900
ING CO.
\
.E. 33037
"AS BUil T"
REVIEWED BY: w~
INSPECTOR
7
DATE
1 sHGEET 1~c_1_r_Y_o_F __ c_A=R=1=-s'-'----B_A_D___,I SHE7ETs I ENGINEERING DEPARTMENT
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
IMPROVEMENT PLANS FOR,
LA COSTA RESORT & SPA
BALLROOM BUILDING
APPROVED: LLOYD B. HUBBS (?Y
/4< e--7, I,,;,,-~ .:Y/:f/,s,3
CITY ENGi NEE R.C.E.~889 EXP .12/31 /05 'DfiE
OWN BY: PROJECT NO. DRAWING NO.
CHKD BY:
RVWD BY: CUP 258(C) 402-2F
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J. 14107
II. RICK ENGINEERING COMPANY
San Diego Riverside Orange Phoenix
5620 Friars Road • San Diego, CA 92110-2596 • (619) 291-0707 • FAX (619) 291-4165
r'• \(L 1 4107\b<l I I r-oorn,41 07.,tr _ l s7. dgn
\ \srv • .-I b1 \R lckStond□rds\ Ip I otv8\S0\Pen\co I comp, pen
21 ·MllR-2003 1 D, 38
Tucson
www.nck.eng.com
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BENCH MARK
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···-····-·· -
A STREET CENTERLINE MONUMENT ON EL
CAMINO REAL 0.88 MILES NORTHERLY FROM
LA COST A AVENUE.
RECORD FROM, NORTH COUNTY VERTICAL
CONTROL DAT A, PAGE 184.
ELEVATION: 113.1 22 ADJUSTED
DA TUM, NGVD 29
ENGINEER OF WORK
A5·8UllT
REVISION DESCRIPTION
' '
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20 10
PVC CPR I VATEl )
PVC (PRIVATE)
6"
6"
CAUTION,
NO CUTTING OF ASBESTOS CEMENT PIPE CACP) IS
PERMITTED. CONTRACTOR SHALL REMOVE ACP TO
NEAREST COUPLING AND INST ALL ACP X PVC ADAPTORS
AND THE NECESSARY PVC SIZE ANO CLASS PIPE TO
INST ALL THE TEE/ELL CONNECTION POINTS
i11fESSta
0 20 40 60
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DATE INITIAL
OTHER APPROVAL
- -
GRAPHIC SCALE 1 ''= 20' * ;:-..,;i;.;_;;""-::; *
OF C).1.\\
ENGl~EER OF WORK
R.C.E. 33037 dATE
"AS BUil T"
b/30/08 ' DATE
REVIEWED BY: w-~ i -'tey
INSPECTOR DATE
~ CITY OF CARLSBAD I SHE7ETS I L_[__j ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR,
LA COSTA RESORT & SPA -
BALLROOM BUILDING
APPROVED, LLOYD B. HUBBS.cf y 4" -. ~,r ..... :s 6 '"Y l.4-"71-,:,AS'z CITY ENGINEE ~= R.C.E~ "'"'3889 EXP.12/31I05 0 TE
DWN BY: REC PROJECT NO. DRAWING NO.
DATE INITIAL
CITY APPROVAL
CHKD BY: ii CUP 258(C) 402-2F RVWO BY: