HomeMy WebLinkAboutDWG 405-6; CT 01-03; CALAVERA HILLS VILLAGE E-1; 01-12GENERAL NOTES
I. THIS PLAN SUPE/1S£DES ALL OTHER PLANS '3/IEVIOUSLY -VfD BY THE CITY
OF CA/lt.S8AO IIEGARDING lll'IIOVEIENTS SHUIM ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN 0/1 WAIVE ANY PO/IT/ON OF THE
CARLSBAD MINIC/PAL CODE, IIESDWTION OF CDIIOITIONAL APPIIDVAL, CITY
STANDARDS DR OTHE/1 ADDITIONAL OOC/JENTS LISTED HEREON AS THEY !lolY
PERTAIN TO THIS PROJECT. THE ENGINEE/1 IN /IESPONSIBLE CHARGE SHALL
REVISE THESE PLANS ~EN NON-CONFORMANCE IS DISCOVE/lfD.
3. CITY APPROVAL OF PLANS D0£S NOT RELIEVE THE DfVELQPER OR ENGINffR-
OF-WDRK FRCM RfSPONSIBILITY FOR THE COIIRE:CTION DF fRRQRS ANO
CIIISSIONS DISCOVERfD DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL
BE PRCtl'TLY SU&IITT£0 TO THE CITY fNGINEE/1 FOIi APPROVAL.
4. A RIGHT-OF-WAY PERAIIT FRCM THE CITY ENGINE:ER WILL BE 11EOUl/1ED FOIi ANY
llllRK IN THE PIJBLIC RIGHT OF WAY. PIIIOR TO PfRMIT ISSUANCE, A
CEIITIFICATE DF INSURANCE /,II/ST BE FILED NAMING THE CITY DF CAIILSBAD AS
AN ADDIT/rJHAL INSU/lfO ON THE PE/11,f/TTEE'S POLICY IN THE MINIIIW NJOUNT
OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY, TH{ INSURANCE
CCtl'ANY Ml/TING THE POLICY WST HAVE A RATING Of "A" AND A SIZE
CATEGORY OF CLASS VAS ESTABLISHED BY "BESTS" KEY IIATING GUIDE.
5. NO lll1RI( SHALL BE COlrlENCED UNTIL ALL Pf/11,f/TS HAVE BEEN OBTAINE:D F11<11
THE CITY AND OTHE/1 APPIIOPRIATE AGENCIES.
6. REVISION DF THfSE PLANS MAY BE REQUIRED IF TH£ l'ROPOS£D
lll'RQVEIENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE
IMPROVEMENT AGREEM£NT.
7. NO REVISIONS WILL Bf MADE TO THESE PLANS WITHOUT THf 1111/TTEN -VAL
OF THE CITY ENGINEfR, NOTED WITHIN THE REVISION BLOCK, ON TH£
APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET.
IJ. OR I GI NAL DRAWi NGS SHALL BECOME THE F'f/OPERTY OF THE CI TY UPON BE I NG
SIGNED BY THE CITY ENGINEER.
9. THE ORIGINAL DRAWING SHALL BE llfVISED TO /lfFU:CT AS-81/ILT CONDITIONS
BY THE ENGINEER-OF-M!IIK PRIOR TO FINAL ACCEPTANCE OF THE llt1RK BY THE
CITY.
10. ACCESS FOR Fl/If ANO OTHEFI IJERGEIICY VEHICLES SHALL BE 161/NTAINfD TO
THE PROJECT SITE AT ALL TIIES DURING CONSTRUCTION.
II. ffRE TllfNCHES A/If WITHIN CITY EASE!,ENTS. A SOILS REPORT CCtl'RISED OF:
/Al SI.Ul4RY SHEET, (BJ LABORATOIIY WDRK SHEETS ANO (CJ COMPACTION
CURVES. SHALL BE SUBl,//TTEO BY A PROFESSIONAL ENGINEE/1 OF THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELO OF APPLIED SOILS
IECHANICS. THE SOILS llfPORT WILL BE SUBIIIITrrD TO THE CITY ENGINEERING
INSPECTOR WITHIN Tllt1 WORKING DAYS OF Cot.f'LETION OF FIELD TESTS. THE
"1/ITTEN FIELD COMPACTION REPOIIT(SJ SHALL BE /1,1,£0/ATELY SUBMITTED TO
THE CITY ENGINEERING INSPfCTOR UPON Cot.f'LETION OF THE FIELD TESTS.
12. A Pf/fCQNSTRUCTIQN IEETING SHAii BE HELQ AT THE SITE PRIOR TO TH£
BEGINNING OF lll?RK ANO SHALL BE ATrrNDEO BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPfRV/SION, TfSTING ANO ALL
OTHE/1 ASPECTS OF THE '1/DRK. THE CONTIIACTDR SHALL SCHEDULE THE IEETING
THROUGH THE PERl,IIT CLERK/760-602-2740/ AT LEAST FIVE/51 WORKING DAYS
PRIOR TO STARTING CONSTRUCTION. APPROVED ORAWINGS WST BE AVAILABLE
PRIOR TO SCHfDULING.
13. ALL INSPECTION IIEOIJESTS OTHER THAN FOR PR£CONSTl1f/CTION IEETING WILL BE
MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION llfOUEST LINE AT
(7601 43B-3891.INSPECTION IIEQUfSTS MUST BE RECEIVED PRID/1 TO 2,00 P.11.
OIi THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE !lolDE
THc NEXT WORK DAY UNLESS YOU llfQUEST OTHERWISE. REQUESTS MAOE AFTER
2,00 P.1,1. WILL BE SCHEDULED FOR 7111) FULL WORK DAYS LATER.
14. THE rMIIER AND/OR APPL /CANT THROUGH THE OEVELMR ANO/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND !lollNTAIN ALL SAFETY DEVICES, INCLUDING
SHO/IING. AND SHALL BE SOLELY RESPONSIBLE FOR CONF0/11,/ING TO ALL LOCAL,
STAT£ AND FEDERAL SAFETY ANO HEAL TH STANDARDS, LAWS AND IIEGULATIONS.
15. THE CONTRACTOR SHALL CONF0/11,/ TO LABO/I CODE SECTION 6705 BY SU8IIITTING
A DETAIL PLAN TO THE CI TY ENG I NfE/1 AND/OR CONCfRNED AGENCY SHOW/ NG
THE DESIGN OF SHORING, BRACING SLOPING DR OTHER PROVISIONS TO BE MADE
OF WOIIKE/1 PROTECT/ ON FROM THE HAZARD OF CAVING GROUND DUR I NG THE
fXCAVATION OF SUCH TRENCH OR TRENCHES OR OUR/NG THE PIPE INSTALLATION
THEREIN. TH IS PLAN l«JST BE PREPARED FD/1 ALL TllfNCHES FI VE FEET I~' / OR
IIIPE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE Pf.AN VARIES Fl1<1ot THE SHORING SYSTEM
STANDARDS ESTABLISHED BY Tl[ CONSTRUCTION SAFETY ORDERS TITLE 8
CALIFORNIA AOl,/INISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY AN
ENGINEER AT THE CONTRACTDRS EXPENSE. A COPY OF THE OSHA EXCAVATION
PERMIT I/UST BE SUBl,/ITTED TO THE INSPfCTOR PRIOR TO EXCAVATION.
16. IF ANY AACHAEOL06/CAL RESOURCES ARE DISCOVERED WITHIN NIY llllffl( ZONE
DURING CONSTRUCTION, OPEIIAT/011S wt/I CEASE IY,:Q(ATELY, AND THE
PfRMITTEE WILL NOTIFY THE CITY ENGINEE/1, OPfRATIONS WILL NOT /lfSTART
UNTIL THE PERMITTEE HAS RECEIVED "1/ITTEN AUTHORITY FR(l,f THE CITY
fNGINEER TO DO SO.
17. ALL OPERATIONS CONDUCTED ON THE Sil! OIi ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPA/1TIJ/1E OR OPERATION OF TRUCKS,
EART/IIOVING EQUIPMENT, CONSTIIUCTION EOUIPIIENT AND ANY OTHER ASSOCIATED
GRADING fOUIPIENT SHALL BE LIMITED TD THE PERIOD BETWEEN 7,00 A.II. AND
SUNSET EACH DAY, &IIJNDAY Tl/RU fRIDAY AND NO EART/IIOVING OR GRADING
OPERA Tl ON$ SHALL 8E CONDUCTED ON WEEKENDS OR HOL 'DA rs. I A LI ST OF C' TY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPA/ITIENT COUNTER./
13. ALL OFF-SIi! HAUi. ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO TH£
CITY ENGINEER FOR APPROVAL TIii) FULL MJRKINC DAYS PRIOR m BEGINNING OF
WORK. Tiff CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS DR DAMAGE
OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STRffTS AS A f1[SULT OF THE
6/IAD I NG OPERA Tl ON.
19. NO BLASTING SHALL BE Cr»EIIC£D WITHOUT A CITY E:NGINE:ER APPIIOVED
BLASTING PROGRAM.
20. THE EXISTENCE: AND LOCATION OF UTILITY STRUCTUf!fS AND FACILITIES $"'11/N
ON THE CONSTRUCT/ON PLANS IIE1!E OBTAINfD BY A SEARCH OF THE AVAILABLE
RECORDS. ATTENTION IS CALLED TO THE POSSIBLE E:X I STENCE OF DTHfR
UTILITY FACILITIES OR STRUCTURES NOT SHfMN OR IN A LOCATION 0/FFERENT
FRCM THAT SIICMtl ON THE PLANS. THE CONTRACTOR IS llfOUIRED TO TAKE DUE
f>IIECAUTIONARY IEASURES TO PROTECT THE UTILITIES SHCfrl!N ON THE PLANS AND
ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHCfrl!N.
21. THE CONTRACTOR SHALL VERIFY THf LOCATION OF ALL EXISTING FACILITIES
/ABOVEGROUND AND UNDERGROUND/ WITHIN THE PROJE:CT SITE SUFFICIENTLY
AHEAD OF THf CONSTRUCTION TO PfRJIIT THE IIEVISIONS OF THE CONSTRUCTION
PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARf IN CONFLICT WITH
Tiff PROPOSED WORK.
22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY CCJ/PANIES (SEE BE:LIJW/ AT
LEAST Tllt1 FULL WORKING DAYS PRIOR TD STARTING CONSTRUCTION NfA/1 THEIR
FACILITIES AND SHALL COORDINATf WORK WITH A COll'ANY REPRESENTAT/Vf.
UNDERGROUND SfRVICE ALERT
SDGBE
PACIFIC BELL
ADELPHIA CABLE CIJMJNICATIONS
CITY OF CARLSBAD/STREETS AND STOIMI DRAIN/
• CARLSBAD l«JN IC I PAL WATER O I STRICT /WA TfR, Sfflf/1, IIW/
• SAN DIEGUITO WATE:11 DISTRICT
•LEUCADIA COUNTY WATER DISTRICT
•VALLECITOS WATER DISTRICT
•DLIVENHAIN WATER DISTRICT
•BUfNA SANITATION DISTRICT
• AS APPflOPR/AT[
(300J422-413J
I 800 I 660-7343
(800/892-0123
(760/438-7741
(760/434-2980
(760/438-2722
(760/633-26/iO
/760/753-0155
(760/744-0460
(760/753-6466
(619/ 726-1340
STREET NO'Ifil!
I. ACTUAL S171UCTURAL SECTIONS WILL BE DETERMINED AFTE:R •rt• VALUE
TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENG I NEER OF THE
STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD
OF APPLIE,O SOIL MECHANICS, ON THE PREPARE:D BASEMENT SOIL. THE
"R" VALUE TESTS AND THE ENGINEfRED STRUCTURAL SECTION MUST BE
SUBl,/ITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL
A MINIMUM OF TMl (21 CITY WORKING DAYS BEFORE THE WORK BEGINS.
2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS,
UNDERGROUIVD CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL
BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT
ALLOWED. FOUNDATIONS WILL BE ALL LUI.IINAIIIES SHALL BE ·cur OFF" TYPE.
3. ALL UNOERGl10UND UTILITIES AND LATEl?ALS SHALL BE INSTALLED PRIOR TO
CONSTRUCTION OF CURBS, CROSS GUTTEIIS OR SURFACING OF STREETS.
4. STORM 01/AIN PIPf SHALL BE REINFORCED CONCRETE PIPE WITH A 11/NIMfM
0-LOAD OF I ,350 OR ASBESTOS CEMENT PIPE WITH A MINl/,11/1,/ 0-LOAD OF
2,000. FOi' PRIVATE STORM 01/AIN PIPfS. UP TO 15" PVC MAY BE UTILIZED
PROVIDED t•EPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK
PEI? SDRSD S-4 TYPE "C" AND PIPE IEETS ASTII STANDARD 3034 FOR SOR 35
SOL ID WALL PIPE.
5. 'MIERE: AN EXISTING PIPE LINE IS TO BE ABANOON£D IT SHALL BE REMOVED
WITHIN lll'f1HY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH
PROPERLY C10Af'ACT£D SOILS. Ill OTHER AREAS THE PIPE WILL BE PLUGGED
WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
6. i'rf/EELCHAIR' RAl,f'S SHALL BE INSTALLE:D 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 11tORK OF THIS PLAN PER SDRS D""3 M/9.
9. ALL SURVEY MONIMENTS AND POINTS THAT ARE OISTUR8ED BY THIS llllRK
SHALL BE RE-ESTABLISlffD, PfRPETUATED, AND DOCMNTED PER THE
PROFESSIONAL LAND SURVEYORS ACT.
10. Tllt1 /21 SETS OF SURVEY (CUTI SHEETS SHALL BE PROVIDED TO THE CITY
ENGINEERING INSPECTOR.
WATER NO'tES..:
1. WATER MAIN ANO APPURTENA'NCES SHALL SE CONSTRUCTE:D IN ACCORDANCE
WITH THE "CARLSBAD RULES ANO REGUlAnONS FOR THE CONSTRUCnON OF
POTABLE WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT," OCTOBER
1993 OR AS AMENDED.
2. THE CONTRACTOR SHALL OBTAIN AN DICAVAnON PERMIT FROM THE DMSTON
OF INOUSTfflAL SAFETY AND PROVIDE PROOF OF OSHA NOnFICATION BEFORE
ANY EXCAVAnON ANO SHALL ADHERE: TO ALL PROVISIONS OF THE STATE
CONSTRUCTION SAFETY ORDERS.
J. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXIST1NG C.M.W.D.
UNES, A PERMIT SHALL BE OBTAINED FROM THE C.M. w.o. omCE AND MUST
BE SIGNED ANO APPROVED BY DISTRICT ENGINEER AND DISTRICT
SUPERINTENDENT.
4. A PRECONS1'RUCOON CONFERENCE ME:E:TING SHALL BE HELD A MINIMUM OF
SEVEN {7} DAYS BEFORE CONSTRUCnoN BEGINS. CONTACT CITY OF CARLSBAI)
ENGINEERING DEPARTMENT ([760} 438-3891) FOR SCHEDULING.
5. THE CONTRACTOR SHALL NOT1FY CITY OF CARLSBAD ENGINEERING
DEPARTMENT 48 HOURS Pf?IOR ro STAl?TING WORK so THAT INSPECnON MAY
BE PROV/Df"D -TELEPHONE NO. (760) 438-3891.
6. NO TREES OR STRUCTURES SHALL BE ALLOWfD IN THE WATE:R LINE
EASEME/ff. .ALL EXISTING TREES AND STRUCTURE SHALL BE REMOVED PRIOR
TO COMMEl'ICEMENT OF WORK -ANY EXCEPI/ONS SHALL REQUIRE WRITTr:N
PERMISSION FROM THE OISTR1CT ENGINEER.
7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY
MEANS OF CATHODIC PROTECTION. IF DEVELOPERIOI/INER CONDUCTS A SOILS
TEST REPORI" AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN
ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE
FORM OF P,~OTECnON.
8. Tiff EXACT HORIZONTAL AND VERTICAL ALIGMENT AND TYPE OF MATERIALS
OF THE FI RE LI NE LOCATED BETV,f;EN THE DI RECTOR CHECK VAL VE AND
BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.
9. ALL RECLA/A/ED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED
IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES AND REGULATIONS
FOR THf CONSTRUCTION OF RECLAI/.IED WATfR MAINS -CARLSBAD MUNICIPAL
WATER DISTRICT," OCTOBER 1993 OR AS AMENDED.
AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHF.:R
MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTEIINATl'lf FORM OF
PROTECT10N,
10. ALL POTABLE WATER SERVICES SHALL BE I" AND ALL POTABLE: WATER ME:TERS
SHALL BE 5.18" (UNLESS OTHERWISf NOTED ON PLANS/.
11, ALL WATER /JITF:R BOXES SHALL BE ARI.IORCAST.
12. MINIMUM SPACING BET'IEEN POTABLE WATER LATERALS AND SEWER SERVICES
SHALL BE 5 FEET.
13. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH 11-IE FINISHED
SURF A CE GR'ADE.
"DECLARATION OF RESPONSJRJ,E CHARGE"
I HEREBY DECL,IRE THAT I AM THE ENGINEE/1 OF WORK FOR THIS PROJECT. THAT I
HAVE EXERCISE/) RESPONSIBLE CHARGE OVER THE DESIGN OF Tiff PROJECT AS
DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODf, AND THAT
THE DES I GN IS CONS I STENT WI TH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO SPECIFICATIONS BY
THE CITY OF C,IRLSBAD DOES NOT RELIEVE IE, AS ENGINE:ER OF llllRK, DF IIY
RESPONSIBILITIES FOR PROJECT DfSIGN,
FIRM, HI/NSAKf!I /I ASSOCIATES
ADDRESS, _J O I 79 HUENNflITTIS AVE
CITY, ST., SAN Qlf:GO C4
TELE~E.· JBPB1 558-4500
BY, .L..4< --.d~,t:
RAYMOND L. MARTIN
DATE,
P. E. NO. ; .Jl,,._Cf.._,4"'B.,_6_,_,70.__ ________ _
EXP I RAT I ON DATE, _...6/~3~0~104=. _______ _
SOURCE OF TOPOGRAPHY
THE TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY
AERIAL SURVEY IN JANUARY, 1999 BY SAN-LO AERIAL SURVEYS.
THE TOPOGR~1PHV SHOWN HEREON CONFORMS TO NAT I ONAL MAP
ACCURACY STANDARDS.
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR' THIS SURVEY IS THE
WESTERLY LINE OF GLASGOW DRIVf AS DEPICTED ON
PARCEL MAP NO. 16233. l.t. N 18'36'34" W
ENGINEER'S NOTES
I. NEITHER THE OWNER, NOR THE ENGINfER OF v.t!RK WILL ENFORCE
SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN,
CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING,
AND SHALL BE SOLELY RESPONSIBLE FOR CONF011MING TO ALL LOCAL,
STA TE AND FEDE/I AL SAFETY AND HEAL TH STANDARDS, LAll'S ANO REGULA Tl ONS.
2. CONTRACTOR HAS SOLf AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIOl'/S DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT.
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. 11-115 REQUIREMENT
SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS. THE CONTRACTOR SHALL DEFEND, INDEMrllFY AND HOLD THE
ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS
PROJECT, EXCfPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OF THE ENGINEER.
3. Tiff CONTRACT0/1 IS /lfSPONSIBLE TO INSURE THAT ALL SLOl'tS, STREETS,
UTILITIES, AND ST0/11,/ DRAINS A/If BUILT IN ACCORDANCE WITH THESE PLANS.
IF THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES,
THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE 00/NG ANY
IIORK BY CALLING THE ENGINEER OF lll?RK AT /858/5/!8-4500. THE CONTRACTOR
SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT AND
ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT MIGHT
RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS (GRAVEL BAGS,
HAY BALES, TEMPORARY DESILTING BASINS. DIKES, SHORING, ETC. I UNTIL
SUCH Tll,/E THE PROJECT JS COlof'LETED AND ACCEPTED F0/1 MAINTENANCE
BY THE OWNER.
4. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN HE:REON
WERE OBTAINED BY A SfARCH OF THE AVAILABLE RECORDS. TO
THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING
UTILITIES EXCEPT AS SHOI/IN ON THESE PLANS. BEFORE EXCAVATING FOR
THIS CONTRACT, THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS
AND VE:RIFY THE HORIZONTAL ANO VERTICAL LOCATION OF ALL UNDERGROUND
UTILITIES AFFECTING THE WORK. 'MIETHER SHOWN ON THE PLANS OR NOT.
SPECIFIC ATTENTION SHALL BE oWIOE IN AREAS WHERE THE PROPOSED
IMPROVE/.IENTS MEET EXISTING. CONTRACTOR SHALL NOTIFY THE ENGINEER
OF WORK OF ANY DEVIATIONS PRIOR TO ORDERING MIITERIALS FOR THE
PROJECT, AND ALLOW SUFFICIENT TIME FOR REVISION TO THESE PLANS IF
AS-BUILT LOCATION OF EXISTING UTILITIES IIEQUIRE CHANGES TO THE DESIGN.
/5. CONTRACTOR SHALL TAKE PRECAUTIONARY ME:ASURES TO PROTECT
EXISTING ABOVE GROUND AND UNDE:RGROUND IMPROVEMENTS SHOWN
HEREON AS 111:LL AS EXISTING UTILITIES NOT SHOWN HEREON. CONTRACTOR
SHALL IIEPAIR OR REPLACE ITEMS REQUIRED TO REMAIN IN PLACE 'Mi/CH ARE
OAMAGED, DURING THE COMPLETION OF THE WORK, TO THE SATISFACTION
OF THE APPROPRIATE AGENCY.
6. '/,I/ERE TRENCHE:S ARE: ADJACENT TO FUTURE BUILDING SITES, A LICENSED
SOILS ENGINEER SHALL BE RETAINED BY THE 111YNEFI TO COl/,IPLETE NECESSARY
TESTING TO CERTIFY THAT TRENCH BACKFILL WAS CCM'ACTED AS DIRECTED
IN THE PRELIMINARY SOILS REPORT.
7. THESE PLANS SHOV.. THE MINIMUM IMPROVEME:NT REQUIRED BY THE
APPROVING AUTHORITY IN ORDER TO OBTAIN PROJECT APPROVAL. FIELD
CONDITIONS MAY DICTATE ADDITIONAL IMPROVEMfNTS. THI' COST Of ANY
ADDITIONAL IMPROVEMENTS SHALL BE BORNE BY THE CONTRACTOR. ANY
ADDITIONAL TESTING BY THE SOILS ENGINEER OR OTHER PROFESSIONALS
SHALL BE COMPLETED AT THE CONTRACTOR EXPENSE.
8. PRIOR TO ORDERING MATERIALS DR BEGINNING CONSTRUCTION, t'II/CHEVfR
OCCURS FIRST, THE CONTRACTOR SHALL NOTIFY THE ENGINfER OF WORK
IN 'M?ITING, WHENEVER THESE PLANS SEfM UNCLEAR.
I,EGAL DESCRIPTION
BEING A SUBDIVISION OF ALL OF PARCEL MAP NO. 16233,
IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO
STATE OF CALIFORNIA, AS FILED IN THE OFFICE OF THE
COUNTY RECORDER OF SAN DIEGO COUNTY, SEPTEMBER 21. 1990.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMfjER(SJ
POR OF 168-041-08
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS 336-1671
REFERENCE DRAWINGS
CITY OF CARLSBAD DRAWINGS 262-9
CITV OF CARLSBAD DRAWINGS 219-9
CITY OF CARLSBAD DRAWINGS 303-2
CITY OF CARLSBAD DRAWINGS 390-9
OWNERS / PERMITTEES
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FIRE HYDRANT LAYOtJT PLAN
CARLSBAD MUNICIPAL
ENGINEER'S NOTES (CONT.)
9. THE CONTRACTOR SHALL NOTIFY THt SURVEYORS 48 HOURS PRIOR TO
BACKFILLING TRENCHES FOR ALL NEW UTILITIES. THE SURVEYOR SHALL
OBTAIN NECESSARY FIELO SHOTS TO PROVIDE THE ENGINEER OF 11tORK
WITH A LETTfR OF CERTIFICATION STATING THAT ALL IMPROVEMENTS
ARE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE LINES
AND GRADES SHOWN HEREON. THE CERTIFICATION SHALL INCLUDE ALL
ITEMS REQUIRED BY THE APPROVING AUTHORITY.
10. THE GENERAL CONTRACTOR 15 REQUIRED TO KEEP AND MAINTAIN A
SIGNED SET OF THESE PLANS ONSITE AT ALL TIMES FOR USE BY THf
[NG/NEER OF llt)RK, SOILS ENGINfE:R AND THE CITY INSPECTOR. THE GENERAL
CONTRACTOR'S SUPERINTENDANT IS REQUIRED TO UPDATE SAID PLANS WITH
AS-BUILT ON A DAILY BASIS AS WORK PROGRESSES. SAID PLANS SHALL
BE CERTIFIED BY THE SUPERINTENDENT AS ACCURATE AND COMPLETE
UPON COMPLETION OF THE PROJECT, AND BECOME THE PROPERTY
OF THE ENGINEER OF WORK.
II. STATIONING OF DRIVEWAYS. LATERALS AND PROPERTY LINES ON CUL DE
SAC'S AND KNUCKLES ARE AT THE RIGHT OF WAY. PRC AND PCR STATIONS
ARE AT THE CURB.
12. RETAINING WALLS. IF SHOWN HEREON, ARE INCLUDED AS SUPPLEMENTARY
INFORfVIATION. DETAILED PLANS. A SEPARATE PfRMIT AND INSPECTION
IS REQUIRED FROM THE BUILDING DEPARTMENT FOR ALL RETAINING WALLS.
13. THE SOILS REPORT AND ALL THE: SUPPLEMENTS THEREOF ARE: INCORPORATED
INTO AND MADE A PART OF THIS PLAN. ALL CONSTRUCT/ON SHALL CONFORM
WITH AND BE SUBJECT TO ANY TESTING OR INSPECTION REOUIREMENTS
111 THE REPORT.
14, CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL ANGLE POINTS AND TEF:S
IN WATER SYSTEl,/S PURSUANT TO THE APPROPRIATE WATER DISTRICT STANDARD.
/5, CONTRACTOR SHALL SUBMIT AN AS-BUILT PLAN INDICATII/G ALL STREET LIGHT
CONDUIT RUNS, ACCESS POINTS, HAND HOLES ANO SERVICE POINTS PRIOR
TO ENERGIZING THE SYSTEM.
16. STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE
CALCULATED HGL DURING THE DESIGN STORM, AS REQUIRED BY THE CITY. THE
CALCULATED HGL CAN BE FOUND IN THE APPROVfD STORM DRAINAGE REPORT
ON FILE AT THE OFFICE OF THE CITY ENGINEER. ENGINEER 15 NOT
RESPONSIBLE FOR USE OF THE HGL SHOWN HEREON, BY OTHERS, 'MIEN MAKING
ADDITIONAL CONNECTIONS OR REALIGNING THE SYSTEM. CHANGES TO THE
SYST£1,f, REQUIRE APPROVAL OF A REGISTERED ENGINEER RESPONSIBLE FOR
THE REVISIONS.
17. ALL SEWER LINE BEDDING SHALL BE 3/4" BACKFILL PER SDRSD S-4.
TYPE C_ PVC SEWER PIPE SHALL MEET ASTM STD. 3034 FOR SDR 35
SOL ID WALL PIPE.
STORM DRAIN NOTES
I, STORM DRAIN PIPES DESIGNATED AS HAVING THE HGL AT OR ABOVE THE
PIPE SOFFIT SHALL BE NrERON REINFORCE CONCRETE PIPE WITH REINFORCED
THERMOSETTING RESIN (RTR/ COUPLING OR EQUAL FOR THE ENTIRE REACH.
COUPLING SHALL MEET THE REOUIRfMENTS OF ASTM C76, C361, AND C443_
2. STORM DRAIN PIPES WITH VELOCITIES EXCEEDING 20 FEET PER SECOND
SHALL HAVE A 1/INl/tlUI,/ COVER OF 1-112 INCH OVER THf INVERT REINFORCING STEEL.
Tiff CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE fc • 5,000 PSI.
FOR VELOCITIES EXCEEDING 30 FEET PfR SfCOND, USE le • 6,000 PSI.
3. ALL STORM DRAIN INLETS TO BE CONSTRUCTED USING INLET
BASKETS WI TH HYDROCARBON ABSORPTION.
SEWER NOTES
I . SEWER MIi IN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACc:i,lll>NK.IWI TH
THE "CARLSBAD MUNICIPAL WATER OISTIIICTS SEWER SYSTEM -DESIGN CRITERIA,
STANDARD DRAWINGS, ANO SPECIFICATIONS". LATEST EDITION AND THE
STANOARD SPECIFICATIONS FOIi Pf/BLIC IIO/IKS COIISTRUCTION, LATEST EDITION (GREEN BOOKt
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL
PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS.
3. BEFORE ANY CONNECTION TO THE DISTRICTS EXISTING SYSTEM. A PERMIT
SHALL BE OBTAINED FROM THE DISTRICT. IT l,flJST Bf SIGNED AND APPROVED
BY THE DISTRICT'S ENGINEER AND SUPERINTENOANT.
4. BEFORE CONSTRUCT/ON MAY BEGIN IN ANY CITY RIGHT-OF-WAY. A CITY RIGHT
OF-WAY PERMIT SHALL BE REOUl/lfD.
5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING
INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION.
TELEPHONE NO. /7601 438 -3891
SHEET INDEX
NOTES AND LEGEND
KEY MAP
IMPROVEMENTS
SEWER LATERAL TABLE
SHEET I
SHEET 2
SHEET 3-11
SHEET 12
LEGEND OF ABBREVIATIONS
TC
GB
BVC
EVC
VP/
BC
EC
HP
LP
FL
ST.
RT
LT
TW
PCR
MVC
-
TOP OF CURB
GRADE BREAK
BEGIN VERTICAL CURVE
END VERTICAL CURVE
POINT OF INTERSECTION
BEGIN CURVE
END CURVE
HIGH POINT
LOW POINT
FLOW LINE
STREET
RIGHT
LEFT
TOP OF WALL
POINT OF CURB RETURN
MODIFIED VERTICAL CURVE
BW
N, T.S.
CTB
RP
EOP
CDS
RCP
SD
PRC
KNU
BOTTOM OF WALL
NOT TO SCALE
CEMENT mEA TE:D BASE
RADIUS POINT
EDGE OF PAVEMENT
CUL-DE-SAC
REINFORCED CONCRETE PIPE
STORM DRAIN
POINT OF REVERSE CURVE
KNUCKLE
WORK TO BE DONE
THE IMPRDVEl,/f}ff WORI< SIW.l BE PERFORUE:TJ IN ACCOROANC!
WITH THE FOLLOWING DOCUMENTS, CURRENT AT Tl/[ nME OF
CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER.
1.
2.
.3.
4.
5.
6.
7.
8.
9.
,a
CARLSBAD MUNICIPAL CODE.
CITY OF CARLSBAD STANDARDS.
THIS SET OF Pl.ANS •
THE STANDARD SPECIFICAT10NS FOR PUBLIC
WORKS CONSTRUCTION {GREEN BOOK).
SOILS REPORT AND RECOMMENDATIONS BY GEO SOILS
DATED 02/17/03. (UPDATED 05/12/0.3)
THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS
AS MODIFIED BY THE CITY OF CARLSBAD STANDARDS.
FINAL PROGRAM EIR 98-02
THE CARLSBAD MUNICIPAL WATER DISmlCT STANDARDS
AND SPECIFICATIONS FOR CONSTRUCT10N OF WATER,
SEWER AND RECLAIMED WATER SYSTEMS.
CITY OF CARLSBAD PLANNING COMMISSION R,ESOLUTION
NO. 5256, 5257f. & 5258. DATED 08/07/02 AND CITY
COUNCIL RESOLU ION NO 2002-268, a,.:re.p O'l/•ofa,2-.
t.TOJ<.H >JAr~ f'b1...L'-lT1<>i.J NtE-ve...,T1ou f\..,;,>J (b1...1Pl"I"'),
a,..n.o "b/•<Z./03.
J,EGEND
DESCRIPTION
SUBDIVISION BOUNDARY
RIGHT OF WAY/LOT LINE
ROAD CENTERLINE
EASEMENT LINE
STD. DWG.
A.C. PAVING/BASE
TRENCH OVERLAY
6 • CURB & GU7TER
PEDESTRIAN RAMP TYPE "A•
CROSS GUTTER
CONCRETE SIDEWALK
G-24
G-2
G-27
G-12""
G-7, G-9, G-10
crrY
OP
PROJECT
~!TE
'f ~I"" ~--
VICINITY MAP
N. T.S.
SYMBOL --------
65889 SF
310 SF
4237 LF
14 EA.
STREET LIGHT 9,500 LUM {HPSV) PRIVATE E-1••, E-2, M-21
1133 SF
16705 SF
10 EA.
STREET SIGN, (TYPE PER PLAN) SDM-102
PER CAL TRANS TRAFFIC MANUAL
DOUBLE STREET NAME SIGN
PER CAL TRANS TRAFFIC MANUAL
12" WHITE: LIMIT LINE, "STOP" PAVEMENT LEGEND
PER CAL mANS TRAFFIC MANUAL (THERMOPLASnc)
EXISTING STORM DRAIN
STORM DRAIN
CURB INLET TYPE "B" 0-2••, DS-1
CURB INLET TYPE "8-1 • D-2••, DS-1
CURB INLET TYPE "B-2" D-2••, DS-1
CLEANOUT TYPE "A-4" D-9, D-10
PROPOSED SEWER MAIN S-11, S-12
PROPOSED STEEL ENCASED SEWER MAIN DETAIL-SHT 2
PROPOSED SEWER MANHOLE S-3, 5-4
EXISTING SEWER
6" SEWER LATERAL W/TRAFFIC LID
EXISTING WATER LINE
PROPOSED WATER MAIN
2" AIR VAC ASSEMBLY
2" MANUAL AIR RELEASE
2" BLOW-OFF ASSEMBLY
GATE VALVE
FIR[ HYDRANT ASSEMBLY WITlf MARKER
S-17, S-18
CMWD Wl
CMWD W6
CMWO WB
CMWD W16
CMWD W12
1 • WATER SERVICE CMWD W3
2-1/2" SERVICE W/ 4" GV AND FIRE LA1FRAL CMWD W4
2" IRRIGATION SERVICE CMWO W4
[NO CAP ASSEMBLY
• • AS MODIFIED BY TlfE CITY OF CARLSBAD STANDARDS
BENCH MARK
DESCRIPTION: STANDARD M-10 smEET
CENTERUNE WELL MONUMENT
LOCATION: CENTERLINE OF EL CAMINO REAL
AT ENGINEER'S STATION 454+92
PER R.S. 1800-1
RECORDED: COUNTY BENCH LEVELS (NO.
COUNTY VERT. CONTROL DATA)
ELEVATION: 68.479 DATUM: NGVD OF 1929
CARLSBAD FIRE DEPARTMENT
........
+
'" -~.,¼,~•~wm•• ' "' "
[9
fO,
--s~------
=s·'=-=-=-==-..a==--==
----~~--
-------®
- --w--
AVA ■
MAR ■
1--------[if]
1--------0
1---------[IJ
]I
2 EA.
1115 LF.
2 EA •.
5 EA.
1 EA.
6 EA.
1858 LF
123 LF
13 tA.
21 EA
2258 IF
2 EA
1 EA
4 EA
9 EA
5 EA
117 EA
9 EA
2 EA
1 EA
ENGINEER or WORK
~~£/);,4f ONO L. MARTIN
R.C.E. NO. -48670 EXP. 6/30/00
"AS BUILT"
z,/4~.1
DATE
HUNSAKER ~! REOU/R£MENTS: y/2 ~-~/4, & ASSOCIATES NUMBER OF F.H. '.,_..II_ F.rt.owJ1SP;.P.M. Ol/T OE.L F.H. '.S'
RC-~7o DATE
-"••''•'" ' . .. ... SAN DIEGO, INC. ~=!.= EXP. ' Pf.ANNING 10179 Huennekens Street REVIEWED BY: l ~'!Pl YCSJ..... NQ_ F.FI.OW .$6 G.P.M. q"-ofEss,~
~\JL, ENGINEERING San Diego, Ca 92121
~-} ,MA{!_ • , I 1 \ SURV£YINC PH(858)558·4500· FX(858)558-1414 10/z-,J,k__ ARE~~ ~/t~/lt "!ii ij ' IN""ECTOR DATE " NO. 411870 .,, ~ EXP. 6/30/0G. /:, I SHtET I 11 CITY OF CARLSBAD ~ ~ .... -:,.,'t:
'11): a,, CAI,.,~~ ENGINEERING DEPARTMENT 2
IMPROVEMENT AND UTILITY PLANS FOR:
IMPORTANT NOTICE CALA VERA HILLS
WATER DISTRICT VILLAGEE-1 SECTION 4216/4217 OF THE GOVERNMENT CODE
REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ~ROVED LLOYD HUBBS t?,I' ·b I-ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE
VALID. FOR YOUR DIGALERT I.D. NUMBER CALL -~ -/0 ,"'ll
UNDERGROUND SERVICE ALERT AT: CITY ENGINEER' RCE 23 EXP. 12/.31 /05 ' ' DATE
TOLL FREE 1-800-422-4133 i<u--i 1\ J>O -CUIL-T OWN BY: PROJECT NO_ DRAWING NO.
ROBERT J. WOJCIK R.C.E. 33698 DATE DATE INITIAL DATE INITIAL DATE INITIAL CHKD SY: r..r '"'"' CT 01-03 405-6
TWO WORKING DAYS BEFORE YOU DIG REVISION DESCRIPTION RVWD BY: .,.._-/
ENGINEER OF WOR OTHER APPROVAL CITY APPROVAL '
L/") -;,
~ g
(\J
I "' (\J
I 3 L/")
C"-(\J -'!!,
~
J -0 / -I w
d
~ _g
" (J
/ g>
~ i
~ DEPUTY CITY ENGINEER EXP. 8/30/06 ._ _______________________________ , __________________________________________________________________________________________ ..._ ___________________ , _______ __.&
W.O. No. t>:33-016.3
All\/ ·
i '
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: I, ,,,
' 11
'
I i
, I, ' ' I I ' ' I, ' ' ' i I 1'11 ' I , ' ' ' I I
II I I
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I ' '' '
Ii
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101403
.. ...,
PROVrD£ .!/8. ~
RIHG, O.D. • O.D. PIPE+ 1 •.
lftlD BOTH SIO£S AU.
NlOUND.
COHSl1fUCT --P£R ClilWD W-1 a. ORJENT
RENF'ORCEMENT TOWMD ClfOSSfHtl. EXTEHO ~ WIDTH TO
12• 8£YONO TRENCH WffJ7'H
ON EAC/-1 SIDE OF TRENCH.
rm
8" CIUC CL 150 W/
WEJ.00) JOINTS
5'
"
_,...,, __
ANCHOR 7YP 801H SfDES
WATERLINE CROSSING DETAIL
NOT10 SCN.E
NOTES:
,. ...,
1. ALL VffiTICAL BENDS SHALL BE PREFA!JRICA TEJ) 45" BE:NOS UNLESS DTH£/?WISE SPECIF/£:D,
2. !oN AUTOltlAnc AIR .t VACUUM VALVE SHALL 8E INSTALL£:D ON THE: HIGH POINT OF' TH£ 01"F'SE:T.
3. A BLOW OFF' MAY 8£ RE:QU/RE:O AT TH£ LOW POINT OF' TH£ OF'F'SE:T.
4. US£ NO-OXIDE: GRE:ASE: ON ALL NUTS ANO SOL TS.
5. HOLD BACK CF:l,ff:NT MORTAR COATING 6" FRON ANCHOR RING (E:ACH SIDE:).
6. THIS OE:TA/1. IS FOR 8" CMLM: PIPE AT 225 PSI TEST PRESSURE.
Jt' l'U8I.JC IJTIIJFY -ACCESS ll'J.S£Mm'
3' 4.5' 12' 12' 4.5' 3•
l'rl'.
1i z,r 21f
r~·-
92 ft '
) ) ) ;
/ / 6, ~ A.C. l'AVEIIOO'
NID !MS£
I ) ; ) ;· .. ·' ) ; ✓----
~l'rl'. :7
5' o·
(LOCATION AS SHOlll>I)
TYPICAL PRIVATE DRIVE
ESKER WAY ct ARTESIAN WAY
NOT TO SCALE
IU' l'U8I.JC IJTIIJFY _, ACCESS E'AS£MEM'
11'" 17'• 5'
1YP.
5' r~·~
r~·-·-~1• •
ft z,r
l:;'I ,:.-., .. :-:,_;-
.,.Ji ~.-....... / / / / /
'--A.C. l"l,VEJIEl{r
ANDMSE:
/ / /
-!lfOEWALK NI'. (LocllTION AS SHOlll>I)
• 5l'CIION ro 11£ IIEDUC£D ro n l'EIT AS -OH l'IAN F?JR 11fNflC CAUi/NG.
TYPICAL PRIVATE DRIVE
JETTY POINT & BACKSHORE COURT
NOT TO SCALE
HUNSAKER
BENCH MARK
DESCRIPTION: STANDARD M-1O STREET
CENTERLINE WELL MONUMENT
& ASSOCIATES
SAN DIEGO, INC
LOCATION: CENTERLINE OF EL CAMINO REAL
AT ENGINEER'S STAnON 454+92
PER R.S. 1800-1
PLANNING
ENGINEERING
SURVEYING
10179 Huennekens Stfeet
San Diego, Ca 92121
PH(858)558..t500 · FX:(858)558-1414
RECORDED: COUNTY BENCH LEVELS (NO.
COUNTY VERT. CONTROL DATA)
ELEVAnON: 68.479 DAWM: NG\/0 OF 1929
I
I 'i
SIGNING AND STRIPING NOTES \ \\ \, ~~:~:;.;;<:t::C~~
, '1{ \ -~'"-<1
1. THE CONTRACTOR IS RESPONS/81£ FOR ALL SIGNING ANO STRIPING. \ 1 \ ,. -,,11•··•· ..--o:\:'I
. • -c· , .€, v"' 'i. .. .. 1,f',.G • 2. SIGNING, STRIPING ANO PAVEMENT MARKINGS SHALL CONFORM TO THE LATE:ST
CALTRANS TRAFFIC MANUAL, CALTRANS STANDARD SPECIFICATIONS (JULY 1999 OR LATEST
VffiSION THERE:OF'), THE:5£ PLANS ANO TH£ SPECIAL PROVISIONS.
\\. . ..... . •.... ········• •. "'~p,.,.P ~':'./ -.1 . ··" -·
., • 11.v-' •.•
3. ALL SIGNING !.NO STRIPING IS SUBJECT 70 TH£ APPROVAL OF TH£ PUBUC WORKS
DIRECTOR OR HIS RE:PRESENTA TIVE. PRIOR TO INSTALLATION .
\ c~--.. -· 1 /' \1
4-. ANY DE:VIA TION FROM TH£S£ SIGNING !.ND STRIPING PLANS SHALL 8£ APPROVED BY
TH£ £NG/N££R OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD.
5. ALL SIGNING !.ND STRIPING SHALL BE REFLECTIVE PE:R CAL TRANS SPECIF/CATIONS.
STRIPING SHALL 8£ REPAINTE:O TWO WIT:KS AFTE:R INITIAL PAINTING. SIGNING SHALL
USE ENCAPSULATE:O LE:NS R£Fl..£CTIVE: SH££T/NG (HIGH INTE:NSITY OR EQUAL.)
6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPRO\/cMENTS, ALL STREET STRIPING AND
MARKINGS WITI-IIN A soo· PERIMETE:R OF Tl-/£ CONSTRUCT/ON PROJECT WIU 8£ RE:STORE:D
TO A "LIKE: NE:W" CONDITION, IN A MANNE:R ME:ETING THE APPROVAL OF THE CITY
INSPEC7VR.
7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES, SHALL 8£ APPROVED BY Tl-/£ PUBLIC WORKS DIRE:CTOR OR HIS RE:PRE:SENTATIVE PRIOR TO INSTALLAnON.
8. CONTRACTOR SHALL REI.IOVE ALL CONFLICTING PAINTE:O LINES, MARKINGS AND PAVEMENT
LEGENDS BY GRINDING. DEBRIS SHAU 8£ PROMPTLY REMOVE:D 8Y THE CONTRACTOR.
9. ALL PAVEMENT LEGENDS SHALL 8£ Tl-/£ LATE:ST VERSION OF' Tl-/£ CALTRANS METRIC
STE:NCILS.
10. LIMIT LINES AND CROSSWALKS SHALL 8£ FIELD LOCA rro. CROSSWALKS SHALL HA VE
10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED.
11. ALL' CROSSWALKS. L/MfT LINES, STOP BARS, PAVEMENT ARROWS !.ND PA\/cME:NT
LE:GENDS SHALL 8£ 11-IE:RMOPLASTIC UNLE:SS OTH£RWIS£ SPECIFIED.
12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE LATEST CALTRANS TRAmc
MANUAL AND SAN DIE:GO REGIONAL STANDARD DRAWING M-19.
13. ALL ME:DIAN NOSE:S AND FLARES SHAU 8£ PA/Nrro l'D.LOW.
14. ALL SIGNS SHALL 8£ ST!.NDARD SIZE: AS SHOWN IN Tl-IE CALTRANS TRAmc MANUAL
UNLESS OTH£RWIS£ SPE:CIF'IE:D.
15. SIGN POSTS SHALL 8£ SQUARE PERFORATE:D STE:E:L TUBING WITT-I 8RE:AKAWAY BAS£ PE:R
SAN DIEGO REGIONAL ST!.NDARD DRAWING M-45.
16. WHEN A SIGN IS ATTACHED TO A POLE, fT SHAU 8£ MOUNTE:D USING A STANDARD
CITY MOUNTING BRACKET WITH STRAPS.
17. EXISTING SIGNS REMOVED BY Tl-IE CONTRACTOR SHALL 8£ DEI.JVE:RE:O BY THE:
CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC 'NORKS YARD AT 405 OAK AVENUE.
18. ALL SIGNS SHOWN ON 11-IESE PLANS SHALL BE NE:W SIGNS PROVIDED AND INSTALLED
BY THE CONTRACTOR EXCEPT THOSE SIGNS SPE:CIFICALL Y SHOWN AS EXISTING TO
RELOCA TE:O OR TO REMAIN.
19. (IF' NECESSARY) WHERE R7 SIGN AND TYPE N-1 OBJECT MARKE:R ARE TO BE
INSTAU£:D IN A 2-FOOT WIDE M£:DIAN NOSE, THE R7 SIGN SHALL 8£ 18"X24" !.NO THE
N-1 OBJECT MARKER SHALL BE 12'?<12~
20. STANDARD CURBS 80RD£RING FIR£ ACCESS ROADS SHALL HAVE Tl-/£ WORDS "NO
PARKING FIRE LANE" PAINTE:D UPON THERE HORIZONTAL AND VERTICAL SURFACE:S AT
INTERVALS OF NOT MORE THAN TWENTY-FIVE FEIT. LETTE:RS SHALL BE OF BLOCK STYI.£.
MINIMUM FIVE (5) INCHE:S IN HE:IGHT WITT-I A STROKE OF NOT LESS THAN 3/4 INCH, AND
SHAU 8£ WHITE: ON A RED BACKGROUND. THE BACKGROUND SHALL EXTEND AT LE:AST
SIX /NCHE:S BEYOND Tl-IE FIRST !.ND LAST LETTE:RS OF Tl-/£ TEXT.
UP TO 10' INTrRVALS
9
OR PER MANUFACTURERS INSULATOR SKIDS SHALL BE SPACED PER
THE MANUFACTURERS RECOMMENDATIONS,
EXCEPT THAT THERE SHALL BE AT LEAST
THREE (3) CASING INSULATORS PER PIPE
SECTION, ONE 12" FROM EACH JOINT ANO
CENTERED ON THE PIPE. ~:'e.; I !=9™-
#FE====,;==;<b,.=:=,c=======~
8• PVC SEWER
CENTERED IN THE --...
CASING PIPE
FLEXIBLE CASING SEAL ~==s=-=======z============25:::!:,1' (AS MANUFACTURED BY PIPELINE -----'
SEAL AND INSULATOR, INC.
OR APPROVED EQUAL.} SEWER PIPE SLEEVE
NOT TO SCALE
NOTE:
1. WELDED JO/Nl'S TO 8£ COATED WITH
PETROLEUM WAX TAPE PER AWWA C-217
2. STEEL CASING TO BE COATED ANO LINED WITH
LIQUID EPOXY PER AWWA C-210 AT 24 MILS.
MINIMUM ORY ALM THICKNESS. LINING MAY BE
OMITTED IF APPROVED BY THE CORROSION
SECTION.
15" DIA. 10 GAUGE
STEEL CASING
POLYETHYLENE CASING /NSULA~OR
W/POLYETHYLENE SKIDS (3/4"
EFFECTIVE HEIGHT}, GALP/CO PX
OR APPROVED. EQUAL. ALL BOLl'S
SHALL BE TYPE 316 STAINLESS
STEEL.
CROSS SECTION
NOT TO SCALE
8" PVC SEWER CENTEA£D
IN THE CASING PIPE
..
NOTES; 5. SWTS INVERTS IN AND OUT SHALL 8£ AT THE SAME E:LEVATION
10·-o·
1. STORMWATE:R TRE:ATME:NT SYSTEM (SWTS} SHALL HAVE: 6. SWTS SHALL NOT BE COMPROMISED BY EFFEECT OF DOWNSTRE:AM TA/LWATER
PEAK TREATMENT CAPACITY: 6 cfs
SEDIMENT STORAGE: 2.5 cu yd
SEDIMENT CHAMBE:R DIA.: 6' min
7. SWTS SHALL HAVE NO INTERNAL COMPONENTS THAT OBSTRUCT MAINTENANCE ACCESS
2. SWTS SHALL BE CONTAINED IN ONE RECTANGULAR STRUCTURE:
3. SWTS SHALL REMOVE BOX OF ANNUAL TSS LOADING
4. SWTS SHALL RETAIN FLOATABLES AND TRAPPED SEDIMENT UP TO
ANO INCLUDING PE:AK TREATMENT CAPACITY
i
i !
I :
' I, I:
8. INLE:T PIPE MUST BE PERPENDICULAR 70 THE STRUCTURE
9. PIPE ORIENTATION MAY VARY,· SEE SITE PLAN FOR SIZE AND LOCAnON
10. PURCHASE:R SHALL NOT BE RESPONSIBLE FOR ASSEMBLY OF UNIT
11. MANHOLE FRAMES AND PERFORATED COVERS SUPPLIED WITH SYSTEM, NOT INSTALLED
12. PURCHASE:R TO PREPARE EXCAVATION AND PROV/OE LlmNG EQUIPMENT
13. CONTACT VORTE:CHNICS O (207) 878-3662 EXT. 12.3 FOR OROE:RING INFORMATION
i
I
,I !
! ! I I I .. ' ! ' '
!
I
--
KEY MAP
LEGEND
STREET LIGHT (9500 LUM)
SHEET NUMBE:R OJ
50
SCALE 1 '= 50'
ENGINEER OF' WOfU(
1 DATE
"AS BUILT" i .. .L..c~ .. c
RCE4¢<,7o EXP. or-;i-eo/ov
REVIEWED BY:
<7.. .. c ··-I ____________ ...., ________ __, ___ ,_ ____ .,... _ __, __ ....,..i.:1:.-,.~ECTOR
nl---'--------------, l-----+-+----------+---l--t---+---II SH2EET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT ~
IMPROVEM[NT ANO UTILITY PLANS FOR:
CALA VERA HILLS
VILLAGEE-1
APPROVED LLOYD HUBBS er ~ -, -. -/e:.h/t>:,
l----+---+-----------------+---+----t-----1---1;,Cuol1Y EI\GINEER~ RC~ 2388;; EXP.12/31/05 ' ' DATE
DATE INITIAL DATE INIT~L
ENGINEER OF WOR~ REVISION DESCRIPTION OTHER APPROVAL
DATE INITIAL
OWN BY: CHKD BY,-...-:-.,~-::::~;;--
CITY APPROVAL RVWO BY, rT I
PROJECT NO
CT0l-03
DRAWING ND.
405·6
15[
W.0. ;Jo. .'i5J U I oJ
R/N 1
!
I
I
J I
11 ,, i
! ! ' !
.
i :
101403 ' ·
N
0 .....,
..a.
N
1
I I
------------
-I • --1-i--l-
""·====r.c·=::=·=·:::-~ f--L
• - - -J__
I
i -
-------➔. --__ u.c,_.c,_
' ---·:1:::
i '
-'---
FIRE LATERAL PROFILE0
15 ' ~ c.; ~<.: 15 ' .;<> ~<.l °'I +o +o ., <.: o_ --
~cj --
C ii °'• ' t., I I.----, ' -~--------J --f:! ti f:! ti f:! ti .., .., :g ~ "' -... 0) "' .. ~~ ~ :g r-...: co ''"" ,., .., ..,
" .. <.:
"' <.l -+ --"'
f:! ti
~~ " . "':g ..,..,
10+97.01 C/L TYPE B-1 INLET. L= 20'
N.T.S.
18 c.; 15, Ill <.: :! c.; 15 • :8 <.: . u ~ <.l ocJ ill. .;<> "'• <O + + 0 +o ! <O -.. --------
----
~----' ~
f:! ri l:ri ' J I: ti f:! ti
' ' ~ .. IC') -~---~I 00 -~ :a "~ ...... ., "' ~~ ~ ~ ~ " ~~ ~
11+46.38 C/L TYPE B-1 INLET. L= 12'
N.T.S.
20
HUNSAKER
& ASSOCIATES
SAN DIEGO. INC
PLANNING 10179 Huennekens Street
ENQNEERING San Diego, Ca 92121
SURVEYING PH(85B)558-4500· Flll(856)558-1414
____ , __ _
---+--
0
I
_:::I.:-·-
-----____ .: ..... :,:
-, __ _
T
-------
1 ••·
--< ---------r-, -------
- : I
66
84+
' '
--+-
"'
I _,
1 --1
I
;:r-:-jr---'t ' " "--, ~~
20 40 ----
l,
rl f i. __ irL '
I
I fPt 1w rrro u:c...-t .• ;-i.-1-f-1--.._w1 .!
60
10+50.00 MATCHIJNE
JETTY POINT SEE SHEET 7
SCALE 1'=20'
NOTE: sroRI.I DRAIN INLETS SHALL BE CONSTRUCTED USING
INLU BASKETS WITH HYDROCARBON ABSORPnON. USE
DRAIN PAC FILTER INSERT OR EQUNALENT.
--'
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CENTERUNE DATA
0 BEARING/D~L:CCT.'--'~--+---'RA=DcclU'-=S-+----==L£c:.N:c-GccTH.:.,,_+----'R""~""MAC-'Rc::K~S'------1
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2 89'25'oo· 52.00' 81.15' 6" TYPE G C4tG ELTA RADIUS LENGTH REMARKS -+----:c-c-'-'-c--:---+----=-~---j--
I N 14•15 oo• W 6.87' J N 75'10'oo• E 102.64' 6" TYPE G C4tG
4 10·35'30• 752.00' 139.01' 6• TYPE G C4tG 2 89"25'00" 35.00' 54.62' -~~---+--==--+---===-c-+----------'
J , N 75'10'00" E 102.64'
4 10•35•30• 735.00' 135.87'
------SEE SIGNING AND STRIPING NOTE NO. 20 ON SHEET' 2
5 1"36'21-'c-.---+-'=12='5"',o=o:..,·-+-=20-_,.-=.32"'·c-+--'6::.,.,..~=E=-::G'-"==---t
6 N 53"03'05" E 13.74' 6• TYPE G C.t:G --+-'-'--=--=--=---=---+----+--="--'-,---+--=-c-'-'-'-----1
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8 N 75·10•00• E 100.66' 6" TYPE G C&G
9 89"25'00" 20.00' 31.21' 6" TYPE G C&G
10 N 74•75•00• W 4.89' 6• TYPE G C&G L_"-l.._:c_C-'--'C::..:~-"---'-----'--'----'-''
WATER DATA
BEARING/DELTA RADIUS LENGTH REMARKS
I N 74•75•00• W 30.63' l!J" PVC CL-150 ---j-----+-__=c.c=~+-=.,,..:.-=-==-'--'-=----1 2 N 75"10'00" E 39.70' l!J" PVC CL-150
i-'C3-+-'N"--'7-=5c.:'1-=0-='0-=0~•-=E'---+-------'2=--'1-".0-=0_'-+ 8• __ CLl.l&C CL-150
4 N 75'10'00• E 65.69' 8" PVC CL-150
5 10·35•30• 724.00' 133.84' 8" PVC CL-150
6 N 74•50'00• W 38.00' 4• PVC CL-150
'--'-7-'-'N"--'r--'0::_:4c_':_,:19'-"-'W'-----'--------'---'16.00_' __l__._4_• -'--PVC=-=C:::t_-.:.:15::0:.__-1
SEWER DATA
BEARING/DELTA RADIUS • LENGTH REMARKS
1 24"4/!J'04" 200.00' 86.57' . s• PVC SDR-35
2 N 75•10•00• E 60.53' 8• PVC SDR-35
J 10'35'30" 7315.00' 135.87' 8• PVC SDR-35
• LENGTHS SHOWN ARE ro C OF A~c"'c"'E:SCCS~HO:.;l~E:S~-L::.--=-==:.:__:::::..--1
STORM DRAIN DATA
0 BEARING DELTA RADIUS LENGTH REMARKS
I 3r26'25" 91.00' 59.46' 24" RCP 1350-D
2 45"10'36" 22.50' 17.74' 24• RCP 1350-D .-~--+--='----+--~._._,---4--=-::.__=---'-=---=---1
3 N 68'18'41 • W 47.57' 24• RCP 1350-D
DATE
APPROVED LLOYD HUBBs.d/-
DATE INITIAL DATE INITIAL OWN BY•----
CHKD BY: -7"!'-f--
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DRAWING NO.
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8 12•49•31 • 718.00' 160.72' 6" TYPf:. G C.ltG
9 N 61'22'01 • W 13.72' 6" TYPf: G C.ltG
70 1'4.3'46" 725.00' 21.88' 6" TYPf: G C.t:G
SEWER DATA
BEARING DELTA RADIUS
7 2°27'00" 735.00'
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LENGTH REMARKS
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43.69" 8" PVC SDR-35
WATER DATA
BEARING/DELTA RADIUS LENGTH REMARKS
7 15"29'30" 724.00' 195.76' 8" PVC CL 150
2 N 78'45'oo· W 72.71' 8" PVC CL 150
3 N 37"14'35" W 21.53' 8" PVC CL 150
4 N 4'45'00" E -+-----t~-=:, .. 1.=1=-8~' +8.,_"~p._.vr;-_--C.,_L_.1._--5:--0_
5 N 9•39•32• E 38.00' 4• PVC CL-150
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC.
PlANNINC 10179 Huemekens Strfft
ENCINEERINC San Diego, Ca 92121
SURVEYING PH{858)558-4500· FX(858)558-141-4
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PROFILE SCALES
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20 40
SCALE 1'=20'
HORIZ.
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60
ENGINEER OF WORK
RA ND L. MARTIN
1"=20'
1 "=4 '
DATE
MATCHIJNE 16+50.00
JETTY POINT
SEE SHEET 5 BENCH MARK
DESCRIPTION: STANDARD M-10 STREE:T
CENTERLINE WELL MONUMENT
R.C.E. NO. 48670 EXP. 8/30/0t,,
"AS BUILT"
LOCATION: CENTERLINE OF EL CAMINO REAL
AT ENGINEER'S STAnON 454+92
PER R.S. 1800-1
RECORDED: COUNTY BENCH LE:VELS (NO.
COUNTY VERT. CONTROL DATA)
ELEVATION: 68.479 DATUM: NGVD OF 1929
REVIEWED BY:
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7 DATE
Id/ Z.-f: /qJ,
DATE
l---+----+-----------+---+---l--------+--11 S~ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT
t---+---t-------'----------f---+---1---+---1 IMPROVEMENT AND UTIU1Y PLANS FOR:
CALA VERA HILLS
VILLAGEE-1
APPROVED LLOYD HUBBS
CE 2388 EXP. 12 31 05
1--::-=-f-"'--=L-::_M'-f-'-' :.:"°=---=,.,=""=::r'.___ ___________ -+---J---+---1------1 ~======~;::::=====:=!_:=~~========::;
DATE
OWN BY: -...-=a--~ PROJECT NO. DRAWING NO.
INITIAL DATE INITIAL DATE INITIAL REVISION DESCRIPTION CRI/WHKDD BBYy_' --"'~r-CT 01-03 405-6 OTHER APPROVAL Cl1Y APPROVAL
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CENTERUNE DATA
RADIUS LE:NGTH IIEW.IIKS
I N 4'45'00" E 84.06'
2 8'15'oo· 400.00· 57.60'
3 N 3'30'00" W 115.98'
4 69'21 •49• 35.00' 42.37' -----'-----'='--'----'-------'-'=--+-------
CURB DATA
□ ~RING ELTA RADIUS LENGTH REW.RKS
I N 4'45'00" £ 84.06' 8" TYP£ G C&rG
2 8'15'oo· 38.J,00' 55.15' 6" TYP£ G C&rG >---+---~~---+-----+-----~-+~ -----
3 N 3•30•00• w , 15.98' 8" TYP£ G c&re
4 69'21 '49" 52.00' 62.95' 6" TYP£ G C&rG
5 70'30'19" 28.00' 34.46' 8" TYP£ G C&rG
6 N :,-30•00· W 39.08' 8" TYP£ G C&rG -----,-----+-----+---~-----
1 N J.J'30'oo· W 14.00' 6" TYP£ G C&rG
8 N 3·30•00· W 55.22' 6" TYP£ G C&rG
9 8"15'00" 417.00' 60.04' 6" TYP£ G C&rG
10 N 4'45'00" E 84.06' 6" TYP£ G C&rG
WATER DATA
BEARING/DELTA RADIUS LENGTH REMARKS
I N 4'45'00" E 84.06' 8" p,;c CL-150 ~--+---~+--==c--+-=-c,.......-=--=---'-=-=------, 2 8"15'oo· 389.oo' 56.01· 8" p,;c CL-1so
3 N 3•30•00• W 118.74' 8" PVC CL-150
4 N 26"30'oo· £ 19.37' 8" PIA:: CL 150
5 N 26'30'oo· E 25.08' 8" p,;c CL 150
6 N 71"30'00" £ 7.75' 8" PVC CL 150
7 N 85"15'00" W 16.00' 4• PVC CL-150
SEWER DATA
BEARING/DELTA RADIUS LENGTH REMARKS
I N 4'45'00" £ 44.34' a• p,;c SDR-35
2 a·15•00· 400.00' 57.60' a· PVC SDR-35
3 N 3'30'00" W 115.98' a• p,;c SDR-.J5 1-----+---~~---+-----f---~+-~------,
4 N 34·00'00• E 38.57' a• p,;c SDR-.J5 --~---~-----+------~
HUNSAKER
& ASSOCIATES
SAN DIECO, Ir-IC
PLANNING 10179 Huennekens Street
ENGINEERING San Diego, Ca 9'lt21
SURV>YING PH(858)558-4500 • Fll(B58)558-1414
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HOR I Z. : 1 "=20'
VERT.: 1"=4'
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\ _,,,.,.,--suBOMS/ON
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SCALE 1'= 20'
ENGINEER or WORK
"' l? 1/1i 6.3
ND L. MARTIN DATE
R •• E. NO. 48670 EXP. 6/30/0<,,
BENCH MARK
DESCRIPTION: STANDARD M-10 STREIT
CENTERLINE WELL MONUMENT
LOCATION: CENTERLINE OF EL CAMINO REAL
AT ENGINEER'S STATION 454+92
,.,,· PER R. S. 1800-1
"AS BUILT"
~-...t.Y/4, t. RC'\'bv'lo EXP. t><.,/!:>o(o<, , .
,,.-c;··:;. RECORDED: COUNTY BENCH LEVELS (NO. REVIEWED BY:
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DATE INITIAL DATE INITIAL DA TE I N lflAL
ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
IMPROVEMENT AND UTILITY PLANS FOR:
OWN BY:
CHKD BY:
RVWD BY:
CALA VERA HILLS
VILLAGEE-1
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PROJECT NO.
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4 N 69'45'00" E:
5 46'48'14"
6 46'J9'46"
7 N 69'45'00" E:
8 0'42'JJ"
9 N 71'JO'OO" E:
10 4·29•41•
.
BE:ARING/DE:LTA
7 N 11·30'00• E
2 N 71·30•00• E
3 N 71"JO'oo· E
4 1•45•00·
5 N 69'45'00" E:
4· .. OP ai 5-¥,.[}i-". _, ... 1~-: > 19 I > t [~, tJEi .l . ....,.......,.....,..Jf_LES~~:.c...c..~r.;.;.,....c;J~~~-~~£--' ..,....J t ¥ l A j ii ciri rl 1;1 Ii ........... ~. L c__c·· -~f I• I . ·. -I T ····_1 ~--1 I t r 1~.~·· ·•• 1
. l £, g ........ J-~1 }t J ~ .mrr'.l_ n i ~r1 I = !_·••··• . -,~,i -1 r f:-~ i = i
--- -----
CENTERUNE DATA --·
RADIUS LE:NG1H
35.00' J.#'
125.75'
2000.00' 61.09'
181. 13'
J5.00' 28.59'
CURB DATA
RADIUS LE:NG1H
52.00' 5.12'
125.75'
1983.00' 60.57'
181. 13'
52.00' 42.48'
20.00' 16.29'
142.08'
2017.00' 24.97'
125.J2'
28.00' 2.20'
WATER DATA
RADIUS LE:NGTH
11.00'
20.04'
99.25'
1989.00' 60.75'
196.J2'
• · .. --t-..... · ................ tQ ....••. •.•·.10.-.ll.··.·············•-··l·too~·.-= .. ~;li;:t··• ·.· .. ·.·•.•1···•••·•• --J-... ··_ .· .. 1.··.•_" I. ~:-~,t-~-~:.=~~;01 ~_.j-·•····-~·•· ~=····~. ••·····" __ f· I ···· 1-~--"'[ ::1-.. _I jl_ )&881
l I ' ' f :::: 1~ J a;;;~~ ; : T . "~ '_/5_; ' .·· l.····~ ... ·.J. 5] I 1.·····~~i-1L•i-J~-i -·1-.··J_I i_J-I.················ i....... 1
. ·~ f----+----+-
-I Pf
19+00
RE:IIIARKS
RE:MARKS
6" TYPE G C.tG
6" TYPE: G C.tG
6 • TYPE G C.tG
6" TYPE G C.tG
6 • TYPE G C.tG
6" TYPE G C.tG
6" TYPE G C.tG
6 • TYPE G C.tG
6" TYPE: G C.tG
6" TYPE G C.tG
RE:MARKS
8" PVC CL-150
B" CMU<C CL-150
B" PVC CL-150
8" PVC CL-150
8" PVC CL-150
'
'
.... - - -· --• j - -A 8~ t · +~ .. 1
.. . -" -1 _-_r i kt,"'1 -~ i ~ 1,:11 ~ 11 r Li ~--8=.iflf•! -C~2
'2 ~ i i f "11~2 :
I ·I· ' ·t,· ',.1···· ··--C__
----~:-
L:
r:n
.j r. I· 10 J ""'·
69
. ..J · j 1-r •1-.
··•·•··-•· ·••••••
1 t r [ · ·· · · · 1 · ·· · ·· . -t 1-~ --~[ .. ~ ..... ·••. .. I L · 1 T w r " ... r i .
+ Fr ··· 1 .
PROFILE SCALES
HORIZ,
VERT, :
1"=20'
1 "=4' 2' {~ ~-i · l-------l----1_:r j_ I . Jlj -rm £l.Jj4 )f 1.-.. ifuH .. --... . ---,.~. J.. I+! .~ I I L A . . ~ ~l ..•. l)i I ••••••
20+00 21+00 22+00 2 +oo c-=-----"----~_c.c~2=4+....__.oo"-""'=-'-"""-~=-'---.._....__._J____J,..._ ____ _
5 • ; j ; i.: 5 •
fg ~ 0 • + 0 + 0 ;11.; 0) -"' -i..: --:;:j 0 I; -, J::: 0
+" I + r----J I "'"' I 2? "' -' --.
!2~ -!2 Ii !2 Ii !21i
;;i; ;:i; ~ ; !;j :g ill~ :g ~ ~ :g r-: ~~ .., ., :ll
19+69.94 C/L TYPE B-1 INLET. L== 14'
~ ~ " ... -
N.T.S.
6"" SEE: WATERLINE: CROSSING DITAIL
J..,1.,..--°".i;"";;..."-_.;;;ON ..2/,f!!.-.,2 ______ "1
"' -
=======-='-~~==~ -------
~-'-'
r-'"flf--0...w-.w,....1+--;.;w.....,, '""..w 2~-·-• ... r.l;t. -++-w...... ....... -i+...:........:...... ......
~ "' _. 51
&l 8 l ~
rl&W?.JP11/f -~~ ;~ ... crj Iii -"' .., "' J; :::i ++ + ~~ ~ "' I;; --
I ~=--""' ----------------------------------=------::::::_-_-_-_-_-_-__ -=lf'=-=i-=
2J+J1.79
BE:G/N SIDEWA
2J+J2.57
1EA~45' N
(ANGLE:= 46'38'26;
2 +42.86
0 20 411110 ___ 60
SCALE 1 '= 20'
-·~· · ...... -.... -r ,._ 6 N 6J'J6'J4" W 14.JJ'
7 N 18'J6'J4" W 12.42'
8 N 18'JO'OO" W 38.00'
SEWER DATA
BEARING/DE:LTA RADIUS LE:NGTH
7 N 34'00 'DD• E: 4.05'
2 N 11·Jo'oo· E: 125.75'
3 1"45'00" 2000.00' 61.09'
4 N 89'45'00" E: 1/J8.26'
5 N 64'25'47" W 20.64'
STORM DRAIN DATA
0 BEARING/DEL TA RADIUS LE:NGTH
7 N 11•30•00· E: 107.25'
2 1·45•00· 2008.00' 61.JJ'
3 N 59•45•00· E: 182.67'
4 N 64'25'47" W 14.99'
5 N 18·Jo'oo· w 23.25'
6 N 1B·Jo·oo· w 7.J4'
HUNSAKER
& ASSOCIATES
SAN DIECO,. IN(_
Pl.ANNING 10179 Huennekens Street
ENQNEERING San Diego., Ca 92121
SURVEYING l't-l(658)558-4500· FX(858)558·1414
8" PVC CL-150
8" PVC CL-150
4• PVC CL-150
RE:MARKS
8" PVC SOR JS
8 • PVC SOR J5
8 • PVC SOR J5
B" PVC SOR 35
8" PVC SOR 35
RE:MARKS
18" RCP 1J50-D
18" RCP 1J50-0
18" RCP 1J50-D
24" RCP 1J50-0
18" RCP 1J50-D
18" RCP 1J50-0
SIT SIGNING AND
NOTE NO. 20 ON
IP/NG
EIT 2
NOTE· STORM DRAIN INLETS SHALL 'BE CONSTRUCTED USING
INLIT BASKITS WITH HYDROCARBON ABSO~'PTION. USE SUNTRff
CURB INLIT BASKIT OR EOUIVALENr.
I I
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5 •
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19+69. 94 C/L TYPE B-1 INLET. L== 7 '
N.T.S.
I • I
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JETTY .POINT
,1
1
1
11 I Ii
i I I ! I
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I
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• . . .. -. ·•• .. /./Kl· ~~~~ ENGINEER OF WORK
" . .. . . .. . . ·. : -;,. . ·-. . ..
J I' •;-· , , /--{;:sj , V ~.,/Y~ f/r/43 t': f -· "•'•.;.• :.~ I·,.. -:
~ .. r-=-" , . ·•8
R7ND L. t.lARTJN DATE
R.C.E. NO. 48670 EXP. 6/30/0<.,
" ~ f;j~I BENCH MARK "AS BUILT"
?i ~ !1 DESCRIPTION: STANDARD M-10 STREET + ++ ~½iLd(~sL I ' ~ t::lR CENTERLINE WELL MONUMENT ·sk/o~ w•--------~I -w,.,.. ,
LOCATION: CENTERLINE OF EL CAMINO REAL ' .. 1e AT ENGINEER'S STATION 454+92 RCE !t~v-io EX P . c,:,/...,,., {,;,;,,_ DATE
PER R.S. 1800-1 '
RECORDED: COUNTY BENCH LEVELS (NO. REVIEWED BY:
"
11 . A COUNTY VERT. CONTROL DA T,\I '-/'.'. -10/,.1/r,.J,
ELEVATION: 68.479 DATUM: NGVD OF 1929 IN=ECTOR DATE ,
I S~ET I CITY OF CARLSBAD LEJ ENGINEERING DEPARTMENT 2
IMPROVEMENT AND UTILITY PLANS FOR:
CALA VERA HILLS
VILLAGEE-1
APPROVED LLOYD HUBB~i ~ ... -. --, ,~ J--.
CITY ENGINEERVl<CE 238~ EXP.12/31/05 ✓ . ., DATE
iel..M II,\ Ao-OUIL:r OWN BY:
I
PROJECT NO.
I
DRAWING NO.
DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: u.._~ 405-6
ENGINt:ER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RWID BY: ,~ / CT 01-03
w.o. No. 553-0163
BIN : ',,
I I i i I !I Ii i I 1 .i
11
'I I I I
i I , '
11, '
' ,I '. I I , !
' "-' \
~ ... -..,
8
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i i b IS :E / -I Lu 0,
£ 0 G')
> ... _g ... .llai,. d u N 0 / Ol
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~5 ji-•.
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..:
-:--__ LI_ __ ~·• "1'~
1.11N
--------- ---____ ,
CENTERUNE DATA
---+
' .: ::t:: __ _
, ___ _ '.
-~------~ !LTA RADIUS LENGTH IIDMRKS
I 44"50 12 35.00' 27.39'
2 Nl8~~~6~~~4~•~wcc---t-----t--~11~5~.5~8~'-+------7
J N 18"36'J4" W 56.06'
4 4•21•34• ,000.00· 76.09'
5 N 14'15'00" W 78.50'
6 N 14"15'00" W 50.00'
1-::-,---------"C._.,.URB DATA □ BEARING OE:LTA RADIUS LENGTH REMARKS
I 44"50'12" 52.00' 40.69' 6" TYPE G C4<G
2 N 18'36'34" W 83.58' 6" TYPE G C4t:G ~~---+-----r---=-+-~-------< ._...J--+-N"----l'-=8'-'"3:..::6_:'Jc.:4_•_:w:__--1 ___ =-'---'2:_:4.:..:.0:..::6_' -+-=6---=• TYPE G C4t:G
4 4'21'34" 1017.00' 77.38' 6" TYPE G C4t:G
5 N 14"15'00" W 43.84' 6" TYPE G C4t:G
6 N 14"15'00" W 20.51' 6" TYPE G C4t:G
7 N 14"15'00" W 128.49' 6" TYPE G Cd<G t----+--==----+-----,---,-----=-
8 4'21'34" 983.00' 74.79' 6" TYPE G C4t:G
9 N 18"36'34" W 169.58' 6" TYPE G C4t:G
JO 44"58'•w• 20.00' 15.70' 6" TYPE G C4t:G ---~----~-----------,---,
WATER DATA
BfARING/DfLTA RADIUS LfNGTH Rf MARKS
N 18"36'34" W 10.05' 8" Pvt; CL-150
2 N 18"36'34" W 14.10' CML4t:C CL-150
I I ! .
l
'1 .l. I .. ·· -
_J •.... j -_: --' - ----------
i •
65
:.,..... .
-.. : ~ ---·> [ --·/ __ -_-_:_-_: .:~ __ ....:.j.. ____ f
/ . ;
/ TP-:
s ...
--·---------+--
. . I
C--c--i-...j - ---1 --t-t---t---t---1
TC = CL + 0.06'
UNLESS OTHERWISE
SH WN
' , I
----,---
-----l-----
-----,--
___ -------------------•----
·--------+--+--+---='1-----------•----
..
i
-- ---··1
INAL GROO 'D
. R C . Tf"Rll
' --'----
r,,;: • l!:' ••.
I
--+---------------
• __ L_ -•· f ,··· tt-! ·
!
__ , __
------ -'
-" . -:::·· •1-....: •..
: i::: l!l ...
·..:::..:_L_ ---~-l
I
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' --[
' : -~ --i
366 ro :vi-··•·•·· -.•
-36~ L~ffF ~u. ·-~ -•F ~+·"· 1 • 1
--.,··1
-
- - I -I-,
I -
1 ' J___ --
1--+--
'
_,_ ----~--r::
' ; ' -t-' ' --+-' --1-·-
___ ---.!.----==;=--
-•· ·:t-gttt
1
--r iJ-c-c-'fr--l---l---+--,---4-1--'--+-~+-+--i-'-· +-+---J--,--t---c±--t--4c-=bFcc..c+-'--'--t--t,,&cc+--t---i-H •>~. ,. I . "' ..
ALL SURFACE IMPROVEMENTS AND
DRAINAGE IMPROVEMENTS ARE
PR/VA TE. ALL WATER AND SEWER
IMPROVEMENTS ARE PUBLIC
27+00
"' -, ..
~t-"••
' ,.
.. + i !.,.......__~~~-
.. 1 ·
___ ··: =-=== --r~=:
i :··
PROFILE SCALES
HORIZ, : 1"=20'
VER , , 1 "=4'
,...--"'---·~--~~-7· ,.
,_-~;.::'.,:·
t r-n===•~-r--7
'
. . ' ,, . ---· --
cig ... I '"{
~
E SHEET 9
ESIAN WAY
/II • I ,.•
0 20 40 60
SCALE l '= 20'
STORM DRAIN DATA
C) BfARING/DELTA RADIUS LENGTH REMARKS
I N 64"25'47" W 35.91' 24" RCP 1350-0
2 N 18"36'34" W 97.00' 24" RCP 1350-D•
J N 18"36'34" W 59.06° 24" RCP 1350-D•
f-'-4-+-4~"2--'ccl,cc34""•,------t-~100=8.--=o"'o,-' -+--~7=c6cc.7=c07'-+-=c24" RCP 1350-D•
5 N 14"15'00" W 70.01' 24" RCP 1350-D•
--- - -
~~~-+------t-~=~--+-==--=-=---=-----, 3 N 18"36'34• W 97.94' 8" Pvt; CL-150
4 N 18"36'34• W 15.51' CI.IL4t:C CL-150
5 N 18"36'34" W 1.85' 8" Pvt; CL-150-
~~~~ffl9~~,.gJ.E-~=--,
=c+"', . .. ---+---c. >---4"'1'1 ,'\jj,..,.......,.. __ £ __ _. .... _.--fh4~:+=-~~~0++-.......... rr ...... -4r--t---t--t-'--H. )"-+-----,r-+-1
6 N 14"15'00" W 54.49' 24" RCP 1350-D
•!ND/CA TeS WATERTIGHT JOINTS
6 0'59'32" 1328.45' 23.00' 8" Pvt; CL-150 ·~----+-----+-----+-----------1 1 4•40•,e· 1328.45' 108.32' 8" pn; cL-150
8 N 14°15'00• W 65.75' 8" Pvt; CL-150 ---+------+---=--t-----------j 9 N 14•15•00· w 62.74' 8" pn; cL-150
10 N 71°23°26" £ 38.00' 2.5• PVC CL-150
11 N 73°02'12" £ 16.08' 4• Pvt; CL-150
12 N 75·45•00• £ JB.00' 2.5" PVC CL-150
SEWER DATA
Bf ARING DfL TA RADIUS LfNGTf-1 RfMARKS
I N 64"25'47" W 19.63' 8" PVC SOR-35
2 N 18"36'34" W 122.71' 8" Pvt; SDR-35
3 N 18"36°34" W 56.06' 8" Pvt; SDR-35
4 2"10'47" ----10c-Occ0c-.00cc., -+--JB~.0-.--4-c,-+-8-=•-p-vt;-S~DR~-~35~7
l--+--------~---C--
5 2'10'47" 1000.00' 38.04' 8" Pvt; SDR-35
6 N 14"15'00" W 78.49' 8" Pvt; SOR-35
7 N 14"15'00" W 50.00' 8" Pvt; SDR-35
r---... ----1
L-:-, r-_j ~ ii
~---~ ~ :8 _: c:i
~~
HUNSAKER
& ASSOCIATES
SAN DIECO, INC. 24+82.11 C/L TYPE 8-2 INLET. L= 7 '
N.T.S.
PLANNING ,o,;rg fi.lennekens Street
ENGINEERING San Diego. Ca 92121
SURVEYING PH(658)556-4SOO, FX(858)556-1414
24+00
· .• -a _ ...
s
L
JETTY POINT
NOT£: STORM DRAIN INLETS SHALL 8£ CONSTRUCTED USING
INLET BASKETS WITH HYDROCARBON ABSORPTION. US£
DRAINPAC FILTER INSERT OR [OU/VALENT.
BENCH MARK
DESCRIPTION: STANDARD M-10 STREIT
CENTERLINE WELL MONUMENT
LOCATION: CENTERLINE OF EL CAMINO REAL
AT ENGINEER'S STATION 454+92
PER R.S. 1800-1
RECORDED: COUNTY BENCH LEVELS {NO.
COUNTY VERT. CONTROL DATA)
£ £VAT/ON: 68.479 DATUM: NGVO OF 1929
7
• -r -------.,-----·--,--
---""··
•
ENGINEER OF WORK
R OND L. MARTIN
R.C.E. NO. 48670 EXP. 1/3D/();.
"AS BUILT"
~L/4,uf_
RCE 4e,l, '10 EXP. or,t"'>:J/o<-,
REVIEWED BY:
DATE
sA-/4~ ' DATE
1----+--+-----------t----+----t---+------ilsH7ml~C-IT_Y~O-F~C=A~RL~S~B-A_D-,---,~ _ ENGINEERING DEPARTMENT l___!_U
~ t ,A0-1!!,Li\Li
DATE INITIAL DATE INITIAL DATE 'NITIAL
ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL
IMPROVEMENT AND UTILITY PLANS FOR:
CALA VERA HILLS
VILLAGEE-1
APPROVED
DWN BY: --,.-,-,_--
CHKO BY: B :s.:r
RVWD BY: --·--
PROJECT NO.
CT0l-03
31 DATE
DRAWING NO,
405-6
Ill -,;; -e;
~ ' "' -' I ~
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d t > 3 d u
/ go
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HUNSAKER
& ASSOCIATES
SAN DIECO, IMC
Pl.ANNING 10119 Huemekem Street
ENCINEBtlNG San Diego, Ca 92121
SURVEYING PH(358)558-4500 · FX(858)558-1414
---1---
........ r .. ~ .. + .. -=1~
I' I
S££ WA7ER CROSSING OErAIL
ON
CL INT
10+00.00 -21+40.27 JETTY POINT
60+00. 00 AH NO 8
44+47.JB
9+89,00 • 1+29.21 JETTY POI T
8"x8"x8" 1./J TEI &-TB
:J £A ~ 8" (FLXPJ) GV'S
1 £A ~ 2• 8.0. ASSY
1 £A ~ 2" 1.1.A.R.
+
CONCRETE ANCHOR
ANCHOR
SUBOIVIS/ON 11
BOUNDARY'_/
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TC = CL + 0.06'
UNLESS OTHERWISE
SHOWN
--l----1-------
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==,="'-Cl--'---'-j =-ic-'-=-''--'11 +-¥B+f--H·c..+-+~+-cc .. t-... ,....,i-. -1. -M!H=-+-+=."-. ~++++-+--tc-f'-· -· .. --Fc=.:-----c--'---'---'-c±-t---t---1_~'--' .................. +. "-"-'=ii
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--------------------. -----, __ ---------- - -'--------
, 12+00
:;: --
I
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-'--·--;,,;_-~-:__._:::_;;r-:---
1 .
-=~-
1 +12,46
E:t;JD CAP ASSY .t: 2 BD ASSY
ST LIGHT 9500 LUI.I
20
~
ALL SURFACE IMPROVEMENTS AND
DRAINAGE IMPROVEMENTS AR£
PR/VA TE. ALL WATER AND SEWER
IMPROVEMENTS AR£ PUBLIC
o 2d 40 &o ::..iiil~ ___ 1----1 ____ 1
SCALE l '= 20'
OE:LTA
---------------------,------------,
L
' L
==~'cc--:=::f=:__
·---·-----:j::---tr"""'-J_L....l--,;.=.L=...J.t ----,.
___ . _____ , ____ 1:::j_:_-
···• •••·; , I
PROFILE SCALES
HOR I Z. : 1"=20'
::t
-!-VEc;:T. : 1 "~4 '
CENTERUNE DATA
RADIUS LE:NGTH RE:MARKS
178.00'
CURB DATA
-□ 8£ARING DE:LTA RADIUS LE:NGTH RE:MARKS
I 90'00'00" 20.00' :J1.42' 6• TYPE G C&-G
2 N 20·15•00· W 141.00' 6" TYPE G C&-G
3 210':J9'59" :J8.00' 1:J9.72' 6" TYPE G C&tG ----l---==--+---=-==-=--l-"--=-=-=--=='----1 4 N 10'24'59" E 44.51' 6" TYPE G C&tG
5 :JO':J9'59" 100.00' 5:J.52' 6" TYPE G C&tG
6 N 20'15'00" W :J2.67' 6" TYPE G C&tG e-~-+-'-'--'=-=-:c,:__:.c__ _ _J_ __ . -~I-~ . '--+--=---'-'-'-=--_=:___:==---'
7 88'57':J:J" 20.00' :J1.05' 6" TYPE G C&tG ..,_ ___ _,__==__J_--==-=-_J__::__:.:.:_-=-=--=='----1
BEARING DEL TA
1 N 20·1s·oo· w
2 N 20'15'00" W
3 N 20·15•00· w
4 N 69'45'00" E
BEARING DELTA
I N 20'15'00" W
WATER DATA
RADIUS LENGTH
11.00'
16.0:J'
38.00'
SEWER DATA
RADIUS LENGTH
190.00'
REMARKS
8• PVC CL-150
8" CI.IL&-C CL-150
8" PVC CL-150
4• PVC CL-150
REMARKS
8" PVC SOR-:J5
NOTE: STORI.I DRAIN INLETS SHALL BE: CONSTRUCTED USING
INLET BASKETS W/'nf HYDROCARBON ABSORPTION. USE
ORAINPAC FILTER INSE:RT OR EQUIVALENT. Q
ENGINEER OF WORK
BENCH MARK
DESCRIPTION: STANDARD M-10 STREET
CENTERLINE WELL MONUMENT
LOCATION: CENTERLINE OF EL CAMINO RE:AL
AT ENGINEER'S STATION 454+92
PER R.S. 1800-1
RECORDED: COUN7Y BENCH LEVELS (NO.
COUN7Y VERT. CONTROL DATA}
ELEVATION· 68.479 DATUM: NGVD OF 1929
ONO L. MARTIN
R.'e'.E. NO. 48670 EXP. S/30/0:',
"AS BUILT"
~. ✓ Y/4.,I
RCE :4:0&'10 EXP ~('.e,~(Ov
REVIEWED BY:
c-2 .. t!iNf _ I
I" PECTDR
DATE
112/z+lii./,
DATE
l-----+---+--------------+----+--1-----11----1 CT:J cirYENc8rRINf t~~~~AD ~
IMPROVEMENT AND UTILITY PLANS FOR:
CALA VERA HII ,LS
VILLAGEE-1
APPROVED LLOYD HUBBS O )' ,,.,,.1, /. _
t=====j=~====t~================================±=====j=====t====j~===~--l.f-~Ctl;:;~~,.E::N::S:::-GtlN~E~~~=:::'R::C~E~;:_·2_::J_B::_8~<iil_::r_,.=.=,.=.=_~::X_::P_:::._:::12_::' /._:::J_'::1_1~ /~0°::5=/=====DA=T=E~
\\-"'6-e>UIC..T DWN BY: ~-...~-PROJECT NO.
DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: _J"!>ll, '"..,,,~
ENGINEER OF WORI REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ~-r/ CT 01 -03
DRAWING ND.
405-6
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11+05.50 C/L TYPE B-1 INLET. L= 6'
N.T.S.
NOTE: STORM DRAIN INLE:TS SHALL Be CONSTRUCTED USING
INLIT BASKE:TS WITH HYDROCARBON ABSORPTION. USE
DRAINPAC FILTFR INSERT OR EQUIVALENT.
& ASSOCIATES
SAN 0IECO, INC.
PlANNINC 10179 Huennelem St~t
ENQNEERING
SURVEYING
San Diego, Ca 92121
Pl-1(656)558-4500 · FX(658)556,141'
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CENTERLINE DATA
ELTA RADIUS LENGTH 110/ARKS
1 N 79'30'00' E: 153.18'
CURB DATA
BEARING ELTA RADIUS LENGTH 1100/IKS
1 81"53'26. 20.00' 28.59' 1• TYPE G C.M
2 N 79·30'00· E 78.15' 1• TYPE G C.M
3 9y45•00· 20.00' 32.72' 6• TYPE G CltG
4 86·15•00· 20.00' 30.11' 6• TYPE G C.J:G
5 N 79'30'00 • c 73.23' Ii. TYPE G. C.J:G
6 98'06'34· 20.00' 34.25' 6 • TYPE G CltG
WATER DATA
BEARING DELTA RADIUS LENGTH REMARKS
1 4•02•40• 200.00' 14.12' 8° PVC Cl-150
2 N 79•30•00• E 91.14' 8• PVC CL-150
3 N 7g-30•00• E 18.04' 8" CML.J:C Cl -150
4 N 79"30'00" E 10.00' 8° PVC CL~150
STORM DRAIN DATA
0 BEARING DELTA RADIUS LENGTH REMARKS
1 N 75·54•35• W 39.37' 18" RCP 1350-D ~_j__ _____ -"!C"'-'..__l-=-
ENGINEER or WORK
~.J.!r/J._X~ ONO L. MARTIN DATE
R.C.E. ND. 4!1670 EXP .. 6/30/0~
BENCH MARK
DESCRIPTION.-STANDARD M-10 STRE£'T
CENTERLINE WELL MONUMENT
"AS BUILT"
s/r/4, LOCATION:
RECORDED:
ELEVATION:
CENTERLINE OF EL CAMINO R£4L
AT ENGINEER'S STATION 454+92
PER R.S. 1800-1
COUNTY BENCH LEVELS (NO. REVIEWED BY.-
EXP. Ql,l;,o(o<,
i DATE
COUNTY vERr. coNTRoL DATA) o.. __ -· ~ /o /2.-t:lo?
68.479 DATUM: NGVD OF 1929 I'" PECTOR DATE
CITY OF CARLSBAD~ I SHEETS I
t---+---t----------------f---+---+---1-----l ENGINEERING DEPARTMENT 12
1---f---+----------------l----l----+----l----l
IMPROVEM[NT AND UTILITY PIAN$ FOR:
CALA VERA HILLS
VILLAGEE-1
t---+----,----------------+---+----+--+--wl1'.R~rn LLo.:r2 ~ul:}!s"!Y. 1 --~/4:y
CITY ENGINE..,,., RCE 2J EXP.12/31105 ' DATE
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
11
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CHKD BY: _,_.,.oi <~-
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PROJECT NO.
CT0l-03
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W.O. No. 553-0163
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STORM DRAIN DATA
0 BEARING/DELTA
7 19'28'16"
2 N 11•23'26" E:
3 N 71'23'26" E --+ 4 N 85.46'28" E
5 N 18.36'34" W
6 N 18.J6'J4" W
7 N 19•04•59• W
8 N 11·05•19• E
9 N 18•53•41• W
70 N 19•02•04• W
11 N 71.06'19" E
12 N 18'53'41" W
RADIUS
22.50'
HUNSAKER
LENGTH
7.65'
4.00'
81.16'
23.74'
15.25'
5.00'
3.63'
1. 10'
3.50'
3.65'
5.09'
3.50'
& ASSOCIATES
SAN DIECO, INC
Pt.ANNING 10179 Huennekem St!'Nt
ENGINEERING San Diego, C,a 9212'1
SURVEYING l'H(858)558-4500 · FX(858)558-1414
REMARKS
24" RCP 1350-D
24 • RCP 1350-0
24" RCP 1350-D
24" RCP 1350-D
18" RCP 1350-D
18" RCP 1350-D
12" PVC 1350-D
12" PVC 1350-D
12" PVC 1350-D
12" PVC 1350-D
12" PVC 1350-D
12" PVC 1350-D
NOTE: STORM DRAIN INLETS SHALL BE CONSTFIUCTED USING
INLET BASKETS WITH HYDROCAR80N ABSORPTION. USE
DRAINPAC FILTER INSERT OR EQUIVALENT.
I I
ESKER WAY
20 0
--·; __ --::-:F~ -
-+ -
. ----.;: __ _
I
20 40 60
' ---------
-~~--~
-...... ::·. ·[ ~ -___ -\·:= l::-:-:-
--•-•_•--.-_·_ •-_-I C .. j
ALL SURFACE IMPROVEMENTS AND
DRAINAGE IMPROVEMENTS ARE
PR/VA TE. ALL WATER AND SEWER
IMPROVEMENTS ARE PUBLIC
: ___ :_>--_---
-------- ---
___ ---
CENTERUNE DATA:._,__ ___ --1
ec',.,ll.+-""BEA=R~IN~G;i;.,:c;:DE~l,.c,TA:,___---l----'RADIU-'S-+----L=E~NG=-TH~---1------"RfMA=-'-RKS=----.1
7 N 71·23'26" E 143.16'
CURB DATA
0 BEARING/DE~,L.,_.T,._.)l_--1-__:RA=D:::IU:=S_-1----=:LEc:_N:::G::.:THc:___...__ _ _:R.:::E:MA=cc:RK-"'S'----.I
7 9UDD'OO" 20.00' 31.42' 6" TYPE G C.kG
f--2-+-'-N~71=-.2-'-3'-c'2-6~.~E--f---=~--t--~66'-.~, 6c,'-+~6~"~1YP~E-G~C.kG~ -
3 9UOO'OO" 20.00' 31.42' 6" TYPE G C.kG
4 90"00'00" 20.00' 31.42' 6" TYPE G C&C ------------1----===---1------=-=::.,--l--'=--==-=:._::_=---1 5 N 77•23"26" E 66.16' 6° TYPE G C.=~=--------1
f--6-+-90-•-oo'-·=-oo'-·=-----+---2-0-. o-o..,.' -+--3-1_.4_2c-c,-+-6~.-TYP~f:~G C.kG '---"-'--=-=-=-=-=-=----..L.--=-=-~~
WATER DATA
\ , BEARING/DELTA RADIUS LENGTH REMARKS
1 N 11•23'26" E 11.25' 6" PVC CL-150
2 N 71"23'26" E 17.50. 8" CMLJeC CL-150 c-=~=--+-------+--'-==-c--+-''-cc-==~=-'---'---l J N 71•23'26" E 68.14' 8" PVC CL-150 --.. ·-
4 N 71'2J'26" E: 16.54' 6" CMLJeC CL-150
5 N 71"23'26" E 10.56' i 8" PVC CL-150 _-:__ _ _j_ ___ _J _ __:==-_j_---_:_::::__:::::__=:---1
SCALE !"= 20'
BENCH MARK
DESCRIPTION: STANDARD M-10 STREET
CENTERLINE WELL MONUMENT
LOCATION: CENTERLINE OF EL CAMINO REAL
AT ENGINEER'S STATION 4!54+92
PER R.S. 1800-1
RECORDED:
ELEVATION·
COUNTY BENCH LEVELS (NO.
COUNTY VERT. CONTROL DATA)
68.479 DATUM: NGVO OF 1929
ENGINEER OF WORK
~_ty/J..L_
RClND L. MARTIN
R.C.E. NO. 48670 EXP. tl/30/0'-
REVIEWED BY:
\. I MC·•' -d
IN"-"ECTOR
IMPROVEMENT AND UTILITY PLANS FDR:
CALA VERA HILLS
VILLAGEE-1
DATE
IAROVED LLOYD HUBBSP'r 1 ,
l----+----+-----------------+------1------l------1-----1-IC' -.:ie-_/7 /~ -• /1>/1 ,._::,
Cl1Y ENGINE~ RCE 23~9 EXP. 12/31105 , • DATE
DATE INITIAL DATE INITIAL
ENGINEER OF WOR> REVISION DESCRIPTION OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
DWN BY: --;,r.-.,..--
CHKO BY:. ['~i-,!',----
RVWO BY:
PROJECT NO.
CT0l-03
DRAWING NO.
405-6
1
l
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'.!i .._ ______________________________________________________________________________________________________________________________________________ .,1,x
W.O. No. 553-0163
f!IN :
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101403
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NOTE: STORM DRAIN INLcTS SHALL El< CONSTRUCTE:D USING
INLE:T BASKcTS WITH HYDROCARBON ABSORPnON. USE
DRAINPAC FILTER INSERT OR EQUNALENT.
NOTE: PRIOR TO THE: COMMENCEMENT OF CONSTRUCnON WITHIN
THE RIGHT-OF-WAY OF CARLSAO VILLAGE DRIVE, THE CONTRACTOR
MUST PROVIDE AN APPROVED TRAfflC CONTROL PLAN.
HUNSAKER
& ASSOCIATES
SA1'4 DIECO, INC.
PLANNING 101?9 Hll!nneken~ Stmet
ENGINEERING San Dwtgo, Ca. 92121
5URVEYINC l'H(858)558-4500· FX(SSB)SSe.141<
I
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--- -'--
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20 0 20 40 -----
SCALE 1 '= 20'
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ALL SURFACE IMPROVEMENTS AND
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PR/VA TE. ALL WATER AND SEWER
I - -:··:
I
=+ IMPROVEMENTS ARE PUBLIC 1 -
60
L,------,.--,----,--,-,.--,--,-----r---r---,----1 -L
PROFILE SCALES
HORIZ, 1"=20'
VERT. 1 "=4'
SEWER DATA
RAD/US LENGTH
r N 14•1s·oo· w 6.2J'
2 15"JJ'4J" 200.00' 54.32' ~-+--
J N J4"42'22" W 137.95'
•!ND/CA TES STEEL ENCASED SEWER
REMARKS
B PVC SDR-J5
s• PVC SOR-JS
8 • PVC C-900•
ENGINEER OF WORK
',W S~ 1-rl~ ~ P>I>~ ~~~~ 1'/z.5/4.s
DATE
'
R.C.E. NO. 48670 EXP. 8/30/0C..
BENCH MARK "AS BUILT" DESCRIPTION: STANDARD M-10 STREET
~~1-.1: vl'ofESS/~ ~#"I) L. LOCATION: I!' $ .,~ , -
ii NO. <411670 % iii '/1, EXP. 6/30/0r,, {: RECORDED: ~ , / ,.
" ~ ~ 0,, c,t;.1~
ELEVATION;
-
II\\ A<>-OUIL.T
REVISION DESCRIPTION
i I
CENTERUNE WELL MONUMENT
CENTERUNE OF EL CAMINO RtAL .,./r/o~
AT ENGINEER'S STATION 454+92 RCE 4e,c.,,o EXP. "'-i?:>"{Qw DATE
PER R.S. 1800-1
COUNTY BENCH LEVELS (NO. REVIEWED BY:
O__.e_ .. /... COUNTY VERT. CONTROL DATA) 1olz1-ll1t -68.479 DATUM: NGVD OF 1929 ,)ti! PECTOR DATE
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
LlD. 1 CITY OF CARLSBAD ~ 2 tNGINEERING DEPARTMENT
IMPROVEMENT ANO UT/L/7Y PLANS FOR:
CALA VERA HILLS
VILLAGEE-1
APPROVED LLOYD HUBBSdJ-,,_,;, /_y • Ill
-HINEE~-EXP.12/31/05 " ,, DATE
DWN BY:
CHKD BY: ,~<.,
f'NWD BY: ,,,,..-;,,•'/
'
,11' 11 .:
I I, 11
,, 11I I 'i
PROJECT NO.
CT0l-03
' '
DRAWING NO.
405-6
W,O. No. 55.3-0163
BIN
101403
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6 -e\ 0 0 ru I "' ru I a,
:J "' M "' r--
(lJ -
~
Ol • -,, --~ "' -0 /
I
\ w
0 !I C ... • > ''i ... G') ~
0 0 u
/ .... .,:. c>
C ... w 0 .. N / (JI "' "' -0, 0 /
&
i
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LOT NO.
1-2
3
4
5
6-7
8-9
10
11-12
13
14
15-16
17
18-19
20-21
22
23
24
25-26
27
28
Rer.. Lot
STREET
STATION
OF
LATERAL
ATMAIN
25+98.20
51+04.10 SWR
10+93.40
12+ 10.12
13+51.84
14+96.81
15+85.61
16+94.72
18+60.50
23+95.35
26+10.63
11+82.50
13+46.84
15+20.17
17+17.99
20+45. 10
11+70.50
11+75.50
11+08.08
24+46.98
11+80.50
SEWER LATERAL TABLE
STREET LATERAL DEPTH LENGTH
INVERT STATION ELEV. BELOW OF
OF AT CURB LATERAL ATMAIN LATERAL PL PL TOIE
IE ATPL IE (1) (4)
351.98 25+98.20 356.51 6.04 27.00
350.03 10+82.18 360.30 6.04 9.57
349.22 30+05.00 SWR 366.74 6.04 6.88
362.15 12+ 10. 12 363.53 6.04 27.00
365.15 13+51.84 366.51 6.04 27.00
367.25 14+96.81 369.55 6.04 27.00
368.29 16+ 17.82 369.88 5.54 51.69
366.66 16+94.72 367.92 6.04 27.00
363.53 18+60.50 364.77 6.04 27.00
354.26 23+95.35 354.87 7.24 27.00
351.86 26+10.63 356.67 6.04 27.00
361.56 11+82.50 362.95 6.04 27.00
365.04 13+48.98 366.67 6.04 22.12
367.53 15+20.17 370.04 6.04 27.00
366.22 17+17.99 367.48 6.04 27.00
359.26 20+45.10 361.67 6.04 27.00
360.88 20+ 11.83 CDS 363.95 6.D4 63.37
361.97 20+23.82 CDS 364.14 6.D4 37.04
360.70 11+08.08 362.18 6.04 27.00
353.72 24+46.98 355.55 6.04 27.00
362.07 20+66.90 CDS 362.07 6.04 51.00
I, I
I
, , I,
DROP LAT.
TO SLOPE
MAIN %
(2)
1.20 12.33%
10.15 2.00%
11.34 2.00%
0.84 2.00%
0.82 2.00%
1.20 2.00%
0.56 2.00%
0.72 2.00%
0.70 5.67%
0.20 2.25%
1.20 13.37% CL PL
0.85 2.00% LENGTH OF LATERAL
1.19 2.00%
1.20 8.56% TC
0.72 2.00%
0.63 6.58%
1.20 2.95%
1.20 2.62%
0.94 2.00% DEPTH BELOW PL
1.20 2.33%
1.20 2.25%
1.0' MIN
DROP TO MAIN
ENGINEER OF' WORK
~~/4./2 .t / l"J'/4)
"40ND L. MARTIN DATE
R.C.E. NO. -4867D EXP. 6/30/0t,, \
BENCH MARK "AS BUILT" DESCRIPTION: STANDARD M-10 STREIT
CENTERLINE WELL MONUME:NT
~d,e1,.~1: r/rh, LOCATION: CENTERLINE'. OF E:L CAMINO REAL I AT ENGINEER'S STATION 454+92 DATE
I RCE -4~,Q EXP . .;&,l':>O{<&
'
PER R. 5. 1800-1
'
' RE:CORDED: COUNTY BENCH LEVE:LS (NO. REVIEWED BY:
COUNTY VE:RT. CONTROL DATA) (7,,. ... , . • I M'"'-+4 6 . ''"
E:LEVATION: 68.479 DATUM: NGVD OF 1929 IN"'°ECTOR DATE ,
~ CITY OF CARLSBAD m 2 ENGINEERING DEPARTMENT 2
IMPROVEMENT AND UTILITY PLANS FOR:
CALA VERA HILLS
VILLAGEE-1
HUNSAKER
& ASSOCIATES
APPROVED_ LL(!!'D _!:!UBBS IT': • ,, ✓.,I, L-
CITY ENGINEERi;R(E 238 EXP.12/31/05 ,;' 7 DATE
SAN DIEGO, ii',IC t'tU-1 1\ t>O -ClUIL.1 DWN BY: PROJECT NO. DRAWING NO.
PLANNING 1017'9 Huennekens Street
ENGINEERING San Diego, C.a 92121
SURVE~ING PH(858)556•4500· FX(658)558·141-I
DATE INITIAL DATE INITIAL DATE INITIAL CHKDBY:~ CT0l-03 405-6 REVISION DESCRIPTION RV'WD BV: .. ENGINEER OF WOR~ OTHER APPROVAL CITY APPROVAL
R:\6196\lEng\Cula.vera E-1 \01961612.dwg[ 1275]Aug-l5-2003~14140 ~.Q No. 553-J163 r:, I\J
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