HomeMy WebLinkAboutDWG 449-1; PIP 06-17; OPUS POINT LOTS 9 & POR 10; 01-05GENERAL NOTES
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I. THIS PLAN SUPERSEDES All OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD RHJARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.
2. APPROVAL or Tl-1/S PLAN OOES NOT LESSEN OH im/J,1; -ANY PORTION or THE
CARLSBAO MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAl, CITY
STAN/JAROS OR OTHt:R AO{)/ TIDNAL IJOCUMENTS l /STEP Ht:REON AS THt:Y M<lY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NDN-CONFORM<lNCE IS /JISCOVEREO.
J. Cl TY APPROVAL OF PLANS DOES NOT REL !EVE THE DEVELOPER OR ENG/NEER-
OF-WORK FROM RESPONSIBILITY FOR TH£ CORRECTION OF ERRORS AND
OMISSIONS DISCOVERE() OUR/NG CONSTRUCT/ON. All PLAN REVISIONS SHALL
BE PROMPTLY SUBMITTEO 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 FILE{) NAMING THE CITY OF CARLSBAD AS
AN IWDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF II, 000, 000. 00 FOR EACH OCCURRANCE OF L /AB/LI TY. THE INSURANCE
COMPANY Wf?ITIN/1 THE POLICY MUST HAVE A RATING OF "A-• OR BETTER
AND A SIZE CATEGORY OF CLASS V OR BETTEH AS ESTABLISHED BY "BESTS' KEY
RATIN/1 GUIDE.
5. NO WORK SHALL BE COM'IENCEO IJNTIL All PERMITS HAVE BEEN OBTAINED FROM
THE CITY ANO OTHER APPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS M<lY BE REOUIRED IF THE PROPOSE{)
IMPROVCMENTS ARE NOT CONSTRUCT£{) PRIOR TO THE OEADLINE DATE OF THE
IMPROVCMENT AGRECMENT.
1'. NO RCVISIONS Will BE M<lOE TO THESE PLANS WI THOIJT THE WI?/ TTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS ANO TITLE SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE Cl TY IJPON BEING
SIGNED BY THE CITY ENGINEER.
9. TH£ ORIGINAL ORAWING SH!fLL BE RE:v/Sfil T(l REFLECTAS'BI.IILT CONOI TIONS
BY THE !:NG/NEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
10. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE M<l/NTAINED TO
THE PROJECT SI TE AT All TIMES OUR/NG CONSTRUCTION.
II. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS RCPORT COMPRISED OF:
{Al SUAM4RY SHEET, (Bl LABORATORY WORK SHEETS AND (CJ COIWACTION
CURVES, SHALL BE SUBMITTEO BY A PROFESSIONAL ENGINEER OF THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL. 8£ SUBMI TTEO TO THE Cl TY ENGINEERING
INSPECTOR WITHIN 7WO WORKING OAYS OF COIWLETION OF FIELD TESTS. THE
Wf?/TTEN FIELO COMPACTION REPORT/SI SHALL BE IMW:OIATELY SI.IBMITTEO TO
THE Cl TY EN/i/NEERING INSPECTOR UPON COMPLETION OF THE FIELO TESTS.
12. A PRECONSTRUCT!ON MEETING SHALL Bf HELO A[ THE SI TE PR/OH TO TH£
BE/JINN/NG OF WORK ANO SHALL BE ATTENOEO BY All REPRESENTATIVES
RESPONSIBLE FOR CONSTRIJCTION, INSPECTION, SUPERVISION, TESTING ANO ALL
OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETIN/1
THROUGH THE PEI/MIT CLERK (/760/ 43/J-389/J AT LEAST FIVE (SJ IWRKING DAYS PRIOR
TO STARTING CONSTRUCTION. APPROVE{) DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHEOUL I NG.
IJ. All INSPECTION REOUESTS OTHCR THAN FOH PRECONSTRUCT!ON MEETING Will BE
M<lOE BY CALLING THE ENGINEERING 24-HOUH INSPECTION REOUEST LINE AT
/1o0I 438-389/. INSPECTION REOI.IESTS MUST BE RECEIVED PRIOR TO 2.00 P.M.
ON THE DAY BEFORE THE INSPECTION IS NEEOEQ. INSPECTIONS Will BE M<lOE
THE NEXT WORK OAY UNLESS YOU REOUEST OTHERWISE. REQUESTS M<lDE AFT£//
2.-00 P.M. Will BE SCHED/JlE{) FOR llltl FillL WORK DAYS LATER.
14. THE OWNER AND/OR APPL /CANT THROUGH THE OEVELOPE/1 ANO/OR CONTRACTOR
SHALL OESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUO/Nli
SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORM/Nii TO ALL LOCAL,
STATE ANO FEDERAL SAFETY AND HEALTH STANOAROS, LAJl5 ANO REGULATIONS.
15. THE CONTRACTOR SHALL CONFORM TO LABOR COO£ SECTION 6105 BY SUBM/TTIN/1
A PETA IL PLAN TO THE Cl TY ENGINEER ANO/Of/ CONCERN£{) ACiENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPIN/1 OIi OTHER PROVISIONS TO BE M<lOE
OF WORKEH PROTECTION FROM THE HAZAR{) OF CAVIN(] GROIJNO {)URIN(J THE
EXCAVATION OF SUCH TRfNCH 011 TRENCHES OR [!UR/NG THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARE{) FOR All TRENCHES FIVE FEET /5' / OR
MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER ANO/OR CONCERN£{)
AGENCY PRIOR TO EXCAVATION. IF THE PlAN VARIES FROM THE SHORING SYSTEM
STANOAROS ESTABL/SHEO BY THE CONSTRIJCTION SAFETY ORDERS, TITLE 8
CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARE{) BY A
RE0ISTEREO ENG/NEEH AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTE/J TO THE INSPECTOR PR/OH TO
EX CAVA Tl ON.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE 0/SCOVEREO WI THIN ANY WORK ZONE
{)I.IRING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, ANO THE
PERMITTEE Will NOTIFY THE CITY ENG/NIT/?. OPERATIONS Will NOT RESTART
I.INTIL THE PERM! TTEE HAS REC£/ VEO WR! TTEN AUTHORITY FROM THE Cl TY
ENGINEER TO DO SO.
17. All OPERATIONS CONDUCTED ON THE SITE OR AD-JACENT THERETO, INCLUDING
WARMIN/1 /JP, REP4!11, ARRIVAL, DEPARTURE OH OPERATION-OF TRUCKS,
EARTHMOVING EOI.IIPMENT, CONSTRUCTION EOI.IIPMENT ANO ANY OTHER ASSOCIATE()
GRAOING EQUIPMENT SHALL BE LIM/TEO TO THE PERIOD BETWEEN 1.-00 A.I.I. ANO
SI.INSET EACH DAY, MONDAY THRI.I FRIDAY ANO NO EARTHMOVING OR oRAOING
Of'ERATIONS SI/All BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COi.iNTER. /
/8. All OFF-SITE HAI.IL ROUTES SHALL BE SUBMITTCO BY THE CONTRACTOR TO THE
CITY ENGINEER FOIi APPROVAL 7WO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OH OAM<llif
OCCURRIN/1 ALONG THE HAUL ROUTE OH ADJACENT STREETS AS A RESULT OF Tl/f
GRAOING OPERATION.
/9. NO BLASTIN/1 SHALL BE COMMENCED W/THOI.IT A CITY ENGINEER APPROVED
BLASTING PROGRAM.
20. THE EXISTENCE ANO LOCATION OF UTILITY STRUCT/JRES ANO FACILITIES SHOWN
ON THE CONSTRUCTION PLANS WCRE OBTAINE{) BY A SEARCH OF THE AVAILABLE
RECORDS. ATTENTION IS CALLEO TO THE POSSIBLE EXISTENCE OF OTHER
UTILITY FACILITIES OR STRUCTURES NOT SHOWN OH IN A LOCATION DIFFERENT
FROM THAT SHOWN ON THE PLANS. THE CONTf/AC TOH IS REOU I RED TO TAKE 01./E
PRECAUTIONAR'I' MEASURES TO PROTECT THE 1./TIL I TIES SHOWN ON THE PLANS ANO
ANY OTHER EXISTING FACILITIES OR STRUCTI.IRES NOT SHOWN.
21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF All EXISTING FACILITIES
/ABOVEGROI.INO ANO UNOERGROI.INO/ WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAO OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION
Pl.ANS IF I T IS FOUND THAJ" THE AC TIJAL L OCA Tl ONS ARE IN CONFl IC T WI TH
THE PROPOSE{) WORK.
22. THE CONTRACTOR SHALL NOTIFY AFFECTEO I.IT!l/T'I' CO/WAN/ES /SEE BELOW/ AT
LEAST 7WO FULL WORKIN0 DAYS PRIOR TO STARTING CONSTRUCTION NCAR THEIR
FACILITIES ANO SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
UNDERrJROUNO SERVICE ALERT
SOG8E sec
Tl ME WARNER CA Bl E
Cl TY OF CARLSBAO /STREETS ANO STORM ORA/NI
CITY OF CARLSBAO /SEWER.WATER fJ RECLAIMED WATER/
BUENA SANITATION DISTRICT
(800/ 422-4133
/800/ 660-134J
(800/ 892-0123
f 1o0/ 438-114/
/ 160/ 434-2980
/160/ 438-21'22
/760/ 126-1340, 1314
OPUS POINT LOT 9 &
IMPROVEMENT
POR. LOT
PLAN
10 WORK TO BE DON£
THE IMPROVEMENT WORK SHALL BE PERFORl,(£J} IN ACCOROANCE WITH THE FOi.LOWiNG DOCUMENTS.
CURRENT AT THE fl!,(£ OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINECR.
1. CARLSBAD MUNICIPAL COO£
2. CITY OF CARlS8AO STIINOl,ROS
J. THIS SET OF P/ANS
STREET NOTES
I. ACTUAL STRUCTURAL SECTIONS Will BE DETERMINED AFTER "II" VALUE
TESTS HAVE BEEN CONOUCTEO BY A PROFESSIONAL ENGINEER OF THE STATE
OF CAL/FOR/ti/A. PRINCIPALLY OOIN/1 Bl.IS/NESS IN THE FIELD OF APPl !ED
SOil MECHANICS, ON THE PREPARED BASEMENT SOil. THE "R' VALUE TESTS
AN{) THE EN6/NEEREI) STRI.ICTURAL SECTION MIJST BE SUBMITTED TO THE
ENGINEERING INSPECTOR FOR REVIEW ANO APPROVAL A MINIMUM OF TWO /2/
CITY WORKING DAYS BEFORE THE WORK BEGINS.
2. STREETLIGHTS SHALL BE INSTALL£{) AS SHOWN ON THESE PLANS, /JNOERGROI.INO
CONOU/T RUNS, SERVICE POINTS AND HANO-HOLES SHALL BE SHOWN ON THE
"AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOI.INOATIONS Will BE
ALLOWCD. ALL LUM/NA/RES SHALL BE "CUT OFF" TYPE.
3. All UNOERGROI.IN{) UTILITIES ANO LATERALS SHALL BE INSTALLEO PR/Of/ TO
CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACIN/1 OF STREETS.
4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WI TH A MINIMUM
D-LOAO OF 1,:350. FOR PRIVATE STORM DRAIN PIPES, I.IP TO 15" PVC MAY BE
IJTILIZE/J PROVIDED DEPTH IS LESS THAN 15 FEET ANO BACKFILLED WITH
J/4" ROCK PCR SDRSO S-4 TYPE "C" ANO PIPE MEETS ASTM STANDARO :3034
FOR SOIi 35 SOLID WALL PIPE.
5. WHERE AN EXISTING PIPE l /NE IS TO BE ABANOONEO IT SHALL BE REMOVED
WI THIN TWENTY FEET OF BI.IILO/N/1 OR STREET AREAS ANO REPLACED WI TH
PROPERl Y COMPACTE{) SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED
WITH CONCRETE OR REMOVE{) AS APPROVED BY THE CITY !:NG/NEER.
6. WHCELCHAIH RAMPS SHALL BE INSTALLED PER REOI.IIREMENTS OF TITLE 24,
CAL /FORNI A ADMINISTRATIVE CODE.
1'. STREET TRECS SHALL BE INSTAllED PEIi SECTION IV 0. 3 OF THE CITY OF CAI/LSBAO
lANOSCAPE MANUAL AND l OCAl RES /DENT/ Al STREET STANDARDS.
8. FIRE HYDRANT M<lRKERS SHALL BE PLACED IN THE STREET WI THIN THE l !Ml TS
OF WORK OF THIS PLAN PER SORS pm; M/9.
9. ALL SIJRVEY MONUMENTS ANO POINTS THAT ARE 0/STURBED BY THIS WORK
SHALL BE RE-ESTABLISHED, PERPETI.IATEO, AND DOCUMENTED PER THE
PROFESSIONAL LANO SURVEYORS ACT.
10. 7WO /2/ SETS OF SURVEY /CUT/ SHEETS SHALL BE PROV/OE{) TO THE Cl TY
ENGINEERIN/1 INSPECTOR.
SEWER NOTES
I. All SEWCR MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE "CITY OF CARLSBAD ENGINEERING STANOAROS VOLUME I, CHAPER 6
AND VOLUME 3", OATEO JI.IN£, 2004 OR THE LATEST EOITION.
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF /N{)USTR!Al SAFETY BEFORE AN'I' EXCAVATION ANO SHALL ADHERE TO All
PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS.
3. BEFORE ANY CONNECTION TO THE ()ISTRICT'S EXISTING SYSTEM, A PERMIT
SHALL BE OBTAINED FROM THE DISTRICT. IT Ml/ST BE SIGNED AND APPROVED
BY THE OISTR!CT'S ENGINEER ANO SUPERINTENDENT.
4. BEFORE CONSTRUCT/ON BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT
OF WAY PERM/ T SHALL BE Rfl)U I REO.
5. THE CONTRACTOR SHALL NOTIFY THE Cl TY OF CARLSBAD ENGINEERING
INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCT/ON.
/TELEPHONE NO. (160/ 602-2180/
CAIWO WATER NOTES
I. WATER MAIN AND APPI.IRTENANCES SHAU BE CONSTRUCT[{) IN ACCORDANCE WI TH
THE "CITY OF CARLSBAO ENGINEERING STANOARDS VOLIJMES 2 /J 3", OATEO JUNE,
2004 OH THE LATEST EOI TION.
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INOIJSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF
OF OSHA NOTIFICATION ANO SHALL AOHCRE T() All PROVISIONS OF THE STATE
CONSTRUCT/ON SAFETY ORDERS.
3. BEFORE ANY CONNECTION OR SHI.IT DOWN OF VALVES ON EXISTING C.M.W.0.
LINES, A PCRMIT SHALL BE OBTAINED FROM THE C.M.W.O. OFFICE ANO Ml/ST
BE S/GNEO AN{) APPROVED BY DISTRICT ENGINEER AND DISTRICT
SUPERINTENOENT.
4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS
BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE Cl TY
OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF
CONSTRI.ICTION (TElEPHONE NO. (760/ 602-2180/ FOR SCHEOl.ll ING.
5. NO TREES OR STRUCTURES SHALL BE AllOWEO IN THE WATER LINE EASEMENT,
ALL EXISTING TREES ANO STRUCTURES SHALL BE REMOVED PRIOR TO
COM\fENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN
PERMISSION FROM THE {)/STRICT ENGINEER.
6. THE EXACT HORIZONTAL ANO VERTICAL ALIGNMENT ANO TYPE OF M<lTER/AlS OF
THE FIRE LINE LOCATE{) BETWEEN THE OETECT0/1 CHECK VALVE ANO BU/LO/NG
SHALL BE DETERMINE{) BY THE CITY OF CARLSBAD FIRE M<lRSHAl.
1'. ALL RECLA/MEI) WATCH MA INS AND APPURTENANCES SHALL BE CONS TRI.IC TEO IN
ACCOROANCE WITH THE "CITY OF CARLSBAO ENGINEERING STANDAROS VOLUMES 2 II 3·,
OATEO JUNE, 2004 OR THE LATEST EDITION.
8. ALL 81./RIEO COPPEH PIPING ANO APPI.IRTENENCES SHALL BE PROTECTED er
MEANS OF CATHODIC PROTECTION. IF OEVElOPEfl/OWNER CONOI.ICTS A SOILS
TEST REPORT AND OEMONSTRATES THAT PROTECTION CAN Be PERFORM£0 IN
ANO THEIi M<lNNER, THE O IS TR IC T ENG I NEER WI l l CONS I DER AN Al TERNA Tl VE
FORM OF PROTECTION.
CAIWO CONSTRUCT/ON NOTES
/. ALL POTABLE WATER SERVICES SHALL BE I• AND All POTABLE WATER METERS
SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS/.
2. All WATER METER BOXES SHALL BE 11·,3o·x 12· POLYMER CONCRETE AS
M<lNI.IFACT/JREO BY ARMORCAST OR EOI.IAL.
3. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS ANO SEWER SERVICES
SHALL BE 10 FEET.
4. THE TOP OF WATEH METER BOXES SHALL 8£ FLIJSH WITH THE F/NISH[O SURFACE
GRAOE. "
P.I.P. 08-17
PROJECT LOCATION
THIS PRO.ECT IS LOCATEf) WITHIN ASSESSORS PARC££ NO. 221-881-0.J, 04.
THE CALIFORNIA COOROJNA TE INDEX IF THIS P//0.ECT IS N 1992 £ 6258.
SOURCE OF TOPOGRAPHY
TOF'OCRAPHY SHOWN ON THESE PLANS WAS C£N£RA TEO BY AERIAL TOF'OCRAPHIC
SURVEY BY SAN-LO AERIAL SURV£'tS ON J/JlY ~ 1997. EXISTING MASS GRADING
SHOWN PER APPROVED CITY IF CARLSBAD DWG. NO. 409-lA.
LEGAL OESCRIPTION
LOT 9 ANO PORTION IF LOT 10 IF CARLSBAD TRACT NO. 98-10. CARLSBAD RACEWAY.
IN THE CITY IF CARLSBAD, COUNTY IF SAN DIEGO, STA TE IF CAIJFORNJA, ACCORDING
TO MAI' THEREIF NO. 1501.J. RLfO IN THE OfFICE IF THE COUNTY 1/ECOROER OF
SAN DIEGO COUNTY. MAY .J. 2005 AS RLE No. 2005-0J11022 OF OFRC/AL
RECORDS.
BASIS OF BEARINGS
TH£ BASIS OF BEARINGS IS THE !IFSTERL YUN£ IF LOT II, OF MAP No. 150/J
I.E. /ti 01"2J'44" W.
REFERENCE PLANS
CITY OF CARl.SBAO ORAMNG NO.s 409-1, 409-lA
PACIFIC
OCEAN
i •
DEVELOPER
Of'US !IFST CORP.
4J50 lA .JOI.LA VILLAGE DR/'£. SUITE 110
SAN DIEGO, CA 92121
PHONE.· {858} 546-4100
CIVIL ENGINEER/LANO SURVEYOR •
O'!JAY CONS/JLTANTS, INC.
2110 LOKER A VENUE !IFST, SUITE 100
CARLSBAD. CA. 92010
(160} 931-7100
SJTE
:
'
• -
'-'--CITY OF ENCINITAS .._-
VICINITY MAP
NO SCALE
/JECLARATION OF RESPONSIBLE CHARGE
I HEREBY DECLARE THAT I AM THE ENC/NEER OF WORK FOR THIS
PRO.ECT, THAT I HAVE EXERCISE!) RESPONSIBLE CHARGE O'.€R THE
OESIGN ON TH£ PRO.EC{ AS omNEO IN SECTION 610] IF TH£ BUSINESS
ANO PROFESSIONS COO£. ANO THAT TH£ OES/GN IS CONSISTENT Willi
CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJ£CT DRAWINGS ANO
SPEC/RCATIONS BY TH£ CITY IF CARLSBAD D!X:S NOT RELIEVE ME,
AS ENCINCER IF WORK, IF MY RESPONS/BIUTIES FOR PRO.ECT DESIGN.
NOTE!!
El.EC TRONIC ()A 1'A nus ARE FOR R£FD?ENC(
ONLY ANO ARE' NOT T(J 8£ /JSEO FOR HORIZONT/rl
OR VERTlCAl SURVEY CONTROl
4. RCSOl//TION NOs. 5024 Tl/ROUGH SOJO DATE{) OCTOBIJ? 11, 2001 ,t P.!.P. 06-17 DATE{) NOVEMBCN 16, 2006.
5. TH£ SWIOARO SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK}
6. SOILS REPORTS ANO RECOMMENDATIONS BY GEOCON INCORPORATED OATEO NOVEM/Jt:/1, 2005 ANO UPDATES.
7. THE SAN DIEGO AR0I RECION/ll. STANDANIJ /JRAW/NGS AND AS J.t4Y BE IIOOIFJED BY THE CITY OF CARi.SBAQ SMNOA/10S.
8. ENVIRONMENll.L APPROVAL OOCUMCNTS DATE{) OCTO/Jt:R f 1, 2001 RES. NO. 5031
9. CARlSBAD M.W.O. RUIES ,t 11£:GI.IIATIONS FOR CONSTRUCTION OF POTABLE, RECI..AIMEO ANO
SEWCR SYSTEMS LATEST REVISION OF STANOAIIOS ANO SPECIFICATIONS.
10. STORM lmTEH P0/1UTION PREVENTION PIAN (SWPPP) BY 0Zl4Y CONSUL WITS, INC., OATEO NOVEMBER, 2006,
W/J/0 NO. 9 J1CJ46039.
11. STORM WATER /,IA/t/AGEJ.IENT PIAN (SWMF') PREPAREO Br On4Y CONS/llW/rs, INC., DATE{) NOVEMBER, 2006.
NOT£· QUANTITIES ARE FOR BONDING PURPOSES ONLY. ACTUAL QUANTITIES M4Y V,4RY.
LEGEND
DESCRIPTION DWG. NO. **
EXISTING f'£/JESTII/AN RAl,IP TYPE A'. . . . . . . . . . . . . . . . . . . . . . .
CXISTING PE[J[STRIAN RAMP TYPE '8' _ . . _ . . _ . . _ . . . . . . . . . . . . .
SYMBOL
----------CX/STING P.C.C. SIDEWALK (lj ......................... . -·----· --~-..... ·-
CX/STING ALIEY-TYPE OR/VEWAr. • •••• _ • • • • • • • • • • • • • • • • • •
EXISTING STREET LIGHT •••••••••••••••••••••••••••••
CXIST/NG Im TERLINE. • • • • • • • • • • • • • • • • • • • • • • • • • • • • •
CXISTING CATE VALVE. • •••••••••••••••••••••••••••
EXISTING BLOW-OFF VAL 1£ ASSEMBLY. • ••••••••••••••••••
.
.
.
. EXISTING M.A.R. • .•.....••.••.•..••••••••••••••
£XIS l!NG ENDCAP. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •
-
-
-
-
EXISTING FIRE H'rl)//ANT ASSCMBLY ••••••••••••••••••••••• -
EXISTING REC. WATER~ •••••••••••••••••••••••••••••
CXISTING STORM 01/AJN. • • • • • • • • • • • • • • • • • • • • • • • • • • • • •
-
--
CXISTING TYPE ;,f C.O ••••••••••••••••••••••••••••••
CXISTING TYPE 'F' CB.. • • • • • • • • • • • • • • • • • • • • • • • • • • • • •
--
-
~s·--
-w--
---®-----W-
---o--w-
-w-
-W---cl
-w-•t_
-RW--
SO= --
=@J= --
-="=JZI
@:':::::J
~ --
-s 0
-w--
CXISTING TYPC 'II' CURB INLET •••••••••••••••••••••• __ •
6" SEWER LATERAL (PRIVATE). • • • • • • • • • • • • • .CITY S-5 •••• _ • • •
SEWER ClEANOUT. • • • • • • • • • • • • • • • • • • £/TY S-6. • • • • • • •
8 • P. V. C. WA !£RUNE • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •
8' CATE VALVE ,t VALVE BOX ASSEMBLY •••••••• £.M.W.O. W-16 ••••• -w--
2• MANUAL AIR RE/EASE (M.A.R.}. • • • • • • • • • £.M. W.O. W-6 ••••••
CONCRElc THRUST BLOCI<. • ••••••••••••••••• _ • -. ___ • •
• w--
-J/'~'/1---
OOUBLE OETECTOR CHECK VALVE ASSEMBLY (OOCV}. _C.M.W.O. W-22. • • • • -W~
RREHYORANTASSEMBLY(.J-WAY). __ •• ___ • _C,M.W.O. W-12 •••• .--w-L
I• WATER IIETER. • • • • • • • • • • • • • • • • • • .C.M. W.0. W-J. . . . . . --@)
I• /RR/CATION METER. • • • • • • • • • • • • • • • • _C.M. W.O. W-4 _____ . ---0)
• AS MODIREO Br CITY OF CARLSBAD STANOAROS
"SORSO UNLESS NOTED OTH£/IWISE.
QUANTITY
I EA
I EA
68J IF
I EA
2EA
9.EA
I EA
J EA
1 EA
1 EA
DESIGNED eY: ~H=.R~, ~-DATE: DEC. 2005
2710 Loker Avenue West
Suite 100
Carlsbad.-COllfarnia. 92010
760-9J1-7700
F(])t: 760-931-8680
www.odayconsultants.com
CMI Enginearing
Plonning
Processing_
-Sun-eying
CITY OF CARLSBAD FIRE DEPARTMENT
REQUIREMENTS
DRAWN BY: T.G. G.M. SCALE: AS SHOWN
PROJECT MGR.: T.0.C. JOB NO.: 05-1130
ENGIN!;E_R OF WORK:
TIMOTHY 0. CARROLL. JR.
DATE:'ir1b
RCE: 553B1
"AS BUil T"
0 i:!A r CONSUL TAN rs, INC.
2710 LOKER A '.€N/JE IIEST, SUITE 100
CARLSBAD, CALIFORNIA 92010
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DATE
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TIMOTHY 0. CARROLl, JR.
R.CE. NO. 55J81 EXP. 12/J1/08
BENCHMARK:
DESCRIPTION: STANDARD STREET SIJRVEY MONIJMENT
LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR
AIRPORT ROAD ON CENTERLINE OF
EL CAMINO REAL
RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA
R-1B00 308+16
ELEVATION: 29725 M.S.L. DATUM: NGVD 1929
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DAVID A. HAUSER R.C.E. 33081 DAT£ A'A1r/d ( "'L'dt-. 3, l4, tJ'l
DEPUTY CITY ENGINEER EXP. 06/30/08 ~SPECTOR DATE
,_zl!._~_wr:,,+--~-+--A-s_-e_u_1L_r _________ +---+--1---+----< 1 sHfEET] CITY OF CARLSBAD I SHEjETS]
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APPR°lf/;1/4 DAVID A. HAUSER
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DESIGNED BY: H.R.
DRAWN BY: T.G., G.M.
PROJECT MGR.· T.O.C.
ENGINEER Of WORK:
TIMOTHY 0. CARROLL, JR.
DATE: DEC. 2006
SCALE: AS SHOWN
JOB NO.: 05-1130
RCE: 55361
"AS-BUILT "
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BENCHMARK:
DESCRIPTION: STANDARD STREET SURVEY MONUMENT
LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR
AIRPORT ROAD ON CENlERUNE OF
£l CAMINO REAL
RECORD FROM: NORTH COUNTY VERl/CAL CONTROL DATA
R-1800 308+16
ELEVATION: 297.25 M.S.L. DATUM: NGVO 192/J
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DATE INITIAL
ENGINEER Of WORK
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2710 LokM A1Jenuo West
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Corlsbod, Colifomio 92010
760-931 -7700
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"AS-BUILT " DESIGNED BY: H.R. DATE: DEC. 2006
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DESCRIPTION: STANOARO STREET SURI/EY MONUMENT
LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR
AIRPORT ROAO ON CENTERLINE OF
EL CAMINO R£AL
RECORD FROM: NORTH COUNTY 1/ERTICAL CONTROL DATA
R-1800 308+16
ELEVATION: 2g725 M.Sl. DATUM: NGVD 1929
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NO DELTA/BEARING RADIUS LENGTH REMARKS
I N 08"50'21" W 10.00' 8" PVC ~ Cl 200 HO 100
2 N 12"5,t Jfl" £ 3J.1fl' • •
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2710 Loker Avenue West
Suite 100
C□rlsbod, Colifomio 92010
760-931-7700
Fox: 760-931-8680
www.odoyconsultonts.com
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OCSCRIPTION: STANDARD STREET SURVEY MONUMENT
LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR
AIRPORT ROAD ON CENTtRL!NE OF
El CAMINO REAL
RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA
R-7800 308+16
ELEVATION: 291.25 M.S.L DATUM: NGVD 1929
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JOB NO.: 05-1130
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10 11 12
PLAN -WATER LINE '[) I
SCALl": 1 • = 40'
"AS-BUILT " BENCHMARK:
C/ DESCRIPTION; STANDARD STRl"l"T SURVF:Y MONUMl"N T
WATER DATA
ffiQj DELTA/BEARING RADIUS LENGTii REMARKS
1 N 00'26'27• £ 65.00' a• PVC ~ Cl 20/J 1$ 70/J
2 N 89'JJ'JJ• W 17.00' • •
o· 10· 40'
5 20 80'
SCALE: 1 • = 40'
• • ~ CITY OF CARLSBAD I SHE5ETS I ~====~~===~===============================:====:====~====~===~ U_j ENGINEERING DEPARTh1ENT
WA TEN Pl.ANS FOR:
OP/JS POINT LOTS 9 &-POR. f 0
WATER LINE 'o'
ELECTRONIC DA TA FILES AR[ FOR REFER[NC[
ONl Y ANO AR[ NOT TO 8[ USEO FOlf
HORIZONTAL OR VERTICAL SURVEY CONTROL.
1--------------l P.E.$52'8/ EXP. 'Y?!'ho ' DATE
LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR
AIRPORT ROAO ON Cl"NlcRUNE OF
APPROVED /) ,/ J/
~ DAVID A. HAUSER
2710 Loker Avenue West
Suite 100
Carlsbad, Callfomia 92010
760-931-7700
fax:· 760-931-8680
www.odoycons1,1llQn\&.com
CM! Engineering
Planning
Proce66ing
Surveying
ENGINEER OF WORK:
TIMOTHY 0. CARROLL JR.
.
RCE: 55381
,/,tJ/01
DATE
l"L CAMINO Rl"AL
RECORD fROIJ; NORTH COUNTY VERTICAL CONTROL DATA
R-I800 308+76
ELEVATION; 29125 M.SL DATUM; NCVO 7929
DEPUTY CITY ENGINEER PE 33081 EXPIRES 06-30 08
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
OWN BY: ---PROJECT NO.
CHKD BY: Ga\/P, Dl'P• 06-fJ RVWD BY· 6-J r11
DRAWING NO.
449-f
1:\0511:,0\o531JRI05.d111g Mar 26, 2007 ~12pm
Xrefa: 0530RPRO; 97J5ASTR; 0530RI; 0530RGRD; 0530RGRD1; 0530RMAP; 05~UTI.; 0~CftUlll: 05:30SCRD; 0SJOSGR0I; 05:30SI.IAP: 0530SUTI.; 0530SUTLt
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