HomeMy WebLinkAboutDWG 427-6; CT 04-15; LA COSTA GREENS NEIGHBORHOOD 1.07; 01-10GENERAL NOTES
1. THIS PLAN SUP£RS£DES ALL OTH£R PLANS PREYIOUSL Y APPROVf:D BY TH£ CITY
OF CARLSBAD R£G.J.RDING IMPROVEM£N15 SHOWN ON THIS SIT OF PLANS.
2 . APPROVAL OF THIS PLAN DOES NOT LESS£N OR WAIV£ ANY PORnON OF TH£
CARLSBAD MUNICIPAL COD£, RESOLUnON OF CONDlnONAL APPROVAL, CITY
STANDARDS OR OTH£R ADDITIONAL DOCUM£N15 LIST£D H£R£0N AS TH£Y MAY
PERTAIN TO THIS PROJECT. TH£ £NGIN££R IN RESPONSIBLE CHARG£ SHAU.
REYIS£ TH£S£ PLANS WH£N NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT R£Ll£V£ TH£ D£V£LOP£R OR £NGIN££R-
OF -WORK FROM R£SPONSIBILITY FOR TH£ CORR£CnON OF £RRORS AND
OMISSIONS DISCOVERED DURING CONSTRUCnON. ALL PLAN REYISIONS SHALL
8£ PROMPTLY SUBMITT£D TO TH£ CITY £NG/NffR FOR APPROVAL.
-4. A RIGHT-OF-WAY P£RMIT FROM TH£ CITY £NGIN££R WILL 8£ R£QUIR£D FOR ANY
WORK IN TH£ PUBLIC RIGHT OF WAY. PRIOR TO P£RMIT /SSUANC£, A
C£RnFICA T£ OF INSURANC£ MUST 8£ FIL£D NAMING TH£ CITY OF CARLSBAD AS
AN ADDITIONAL INSUR£D ON TH£ P£RMITT££'S POLICY IN TH£ MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURR£NC£ OF LIABILITY. TH£ INSURANCE
COMPANY WRlnNG THE POUCY MUST HAYE A RATING Of "A " OR BITTER AND A SIZ£
CATEGORY OF CLASS V OR B£TT£R AS ESTABLISHED BY "B£sTs" K£Y RAnNG GUIDE.
5. NO WORK SHAU. BE COMM£NC£D UNnL ALL P£RM/15 HAVE BEEN OBTAINED FROM
THE CITY AND OTH£R APPROPRIATE AGENCIES.
6. REYISION OF THESE PLANS MAY 8£ R£QUIR£D IF THE PROPOSED
IMPROVEM£N15 AR£ NOT CONSTRUCTED PRIOR TO TH£ DEADLINE DAT£ OF THE
IMPROVE:ME:NT AGREEMENT.
7. NO REYISIONS WILL BE IMDE TO THESE PLANS WITHOUT THE WRITT£N APPROVAL
OF THE CITY £NG/NEER, NOT£D WITHIN TH£ REYISION BLOCK, ON THE
APPROPRIA T£ SHEIT OF THE PLANS AND nTL£ SHEIT.
B. ORIGINAL DRAWINGS SHALL BECOM£ TH£ PROPERTY OF TH£ CITY UPON BEING
SIGNED BY THE CITY ENGIN££R.
9. THE ORIGINAL DRAW/NG SHALL BE REYISED TO REFLECT AS-BUILT CONDlnONS
BY TH£ ENGINEER-OF-WORK PR/OR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
10. ACCESS FOR FIR£ AND OTHER EMERGENCY VEHICLES SHAU. BE MA/NTAIN£D TO
THE PROJECT SIT£ AT ALL nMES DURING CONSTRucnoN.
11. WH£R£ TR£NCH£S AR£ WITHIN CITY EASEMEN15, A SOILS REPORT COMPRISED OF;
(A) SUMMARY SH££T, (B) LABORATORY WORK SH££15 AND (C) COMPACnoN
CUR\1£S, SHAU. 8£ SUBMITT£D BY A PROFESSIONAL £NG/NEER OF THE STAT£ OF
CALIFORNIA, PR/NC/PALLY DOING BUS/NESS IN TH£ Fl£LD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL 8£ SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF COMPLE:nON OF Fl£LD T£S15. THE
WRITT£N Fl£LD COMPACnON REPORT(S) SHALL BE /MMEDIAT£LY SUBMITTED TO
THE CITY ENGINEERING INSPECTOR UPON COMPLE:nON OF TH£ Fl£LD T£S15.
12. A PRfCDNSTRUCTIDN MffDNG SHALL Bf Hfl O AT IHf S/Tf PRIOR TO THE
BEGINNING OF WORK AND SHALL 8£ ATTEND£D BY ALL R£PR£S£NTAnVf:S
R£SPONSIBL£ FOR CONSTRUCnON, /NSP£CnON, SUP£RV1SION, T£SnNG AND ALL
OTHER ASPECTS OF THE WORK, TH£ CONTRACTOR SHALL SCH£DUL£ TH£ M££nNG
BY CALLING (760) 438-3891 AT LEAST FIV£(5) WORK/NG DAYS PRIOR
TO STARnNG CONSTRUCTION. APPROVED DRAWINGS MUST 8£ AVAILABLE PR/OR TO
SCHEDULING.
13. & /NSPECnON REQUESTS OTHER THAN FOR PR£CON5TRUCnON MEITING WILL BE
MAD£ BY CALL/NG TH£ £NGIN££R/NG 24-HOUR INSP£CnON R£QU£ST LIN£ AT
(760) 438-3891. INSP£GnON R£QU£S15 MUST 8£ R£C£/VE:D PRIOR TO 2:00 P.M.
ON IHf QAY BfEORE THE INSPECTION IS NffPfQ INSP£CnONS WILL 8£ MAD£
TH£ N£XT WORK DAY UNL£SS YOU R£QU£ST OTH£RWIS£. R£QU£S15 MAD£ AFT£R
2:00 P.M. WILL 8£ SCH£DUL£D FOR TWO FULL WORK DAYS LAT£R.
1-4. TH£ OWN£R AND/OR APPLICANT THROUGH TH£ D£V£LOP£R ANO/OR CONTRACTOR
SHALL D£S/GN, CONSTRUCT AND MAINTAIN ALL SAF£TY DEYIC£S, INCLUDING
SHORING, AND SHALL 8£ SOL£L Y RESPONSIBLE FOR CONFORM/NG TO ALL LOCAL.
STAT£ AND FEDERAL SAF£TY AND HEALTH STANDARDS, LAWS AND R£GULAnONS.
15. TH£ CONTRACTOR SHALL CONFORM TO LABOR COD£ S£CnoN 6705 BY SUBMlmNG
A DITAIL PLAN TO TH£ CITY £NG/N££R AND/OR CONC£RN£D AG£NCY SHOWING
TH£ D£S/GN OF SHORING, BRACING SLOPING OR OTH£R PROVISIONS TO 8£ MAD£
OF WORK£R PROTECTION FROM TH£ HAZARD OF CAVING GROUND DURING TH£
EXCAVATION OF SUCH TR£NCH OR TRENCHES OR DUR/NG TH£ PIP£ INSTALLAnON
TH£R£/N. THIS PLAN MUST 8£ PR£PAR£D FOR ALL TRENCHES F1V£ F££T (5') OR
MOR£ IN D£PTH AND APPROVED BY TH£ CITY £NGIN££R AND/OR CONC£RN£D
AG£NCY PRIOR TO £XCAVAnON. IF THE PLAN YAR/ES fflOI,/ THE SHORING S'fSTFM
STANDARDS FSTAffl lSHED RY IHf OONSTRf/CilON SAffIY OROCRS T1T1 E 8
CALIFORNIA ADMINISTRATIVE CODE, THE PLAN S/jALL BE PREPARED BY A
R£G/ST£R£D £NG/N££R AT TH£ CONTRACTORS EXP£NS£. A COPY OF TH£ OSHA
EXCAVATION P£RMIT MUST 8£ SUBMITT£D TO TH£ INSPECTOR PRIOR TO EXCAVATION.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
DURING CONSTRUCnON, OPERADDNS W/11 CEASE (IIIIEQIATfl Y AND TH£
P£RMITT££ WILL NOnFY TH£ CITY ENGIN££R. OP£RAnONS WILL NOT RESTART
UNTIL TH£ P£RMITTE£ HAS R£C£/VE:D WRITTEN AUTHORITY FROM TH£ CITY
£NGINE£R TO DO SO.
17. ALL OP£RA TIONS CONDUCTED ON TH£ SIT£ OR ADJACENT TH£R£TO, INCLUDING
WARMING UP, R£PAIR, ARR/VAL, D£PARTUR£ OR OP£RA noN OF TRUCKS,
EARTHMOVING £QUIPM£NT, CONSTRUCT/ON £QUIPM£NT AND ANY OTH£R ASSOCIATED
GRADING £QUIPM£NT SHALL 8£ LIMITED TO THE PER/OD BETW££N 7:00 AM. AND
SUNSIT EACH DAY. MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL 8£ CONDUCTED ON W££K£NDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE £NGIN££RING D£PARTM£NT COUNTER.)
18. ALL OFF-SIT£ HAUL ROUT£$ SHALL 8£ SUBMITT£D BY TH£ CONTRACTOR TO THE
CITY ENGINEER FOR Af>PRQYAL 7WQ FULL WORKING !Ml'S PRIOR TQ BEGINNING OF
WORK. TH£ CONTRACTOR SHALL 8£ RESPONS/BL£ FOR ANY D£8RIS OR DAMAG£
OCCURRING N ONG THE HAVI ROUTE DR ADJACENT S1REETS AS A RESUl T OF THE
GRADING OP£RAnON.
7 9. NO BLASTING SHALL 8£ COMM£NC£D WITHOUT A CITY £NGIN££R APPROVED
BLASTING PROGRAM.
20. TH£ EXISTENCE AND LOCATION OF unLITY STRUCTURES AND FAC/Lln£S SHOWN
ON TH£ CONSTRUCTION PLANS WE:RE OBTAINED BY A SEARCH OF TH£ AVAILABLE
RECORDS. ATTENTION IS CALL£D TO TH£ POSS/BL£ £XIST£NCE OF OTHER
UTILITY FAC/Lln£s OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFF£R£NT
FROM THAT SHDWN ON TH£ PLANS. TH£ CONTRACTOR IS R£QU/R£D TO TAK£ DU£
PR£CAUnONARY MEASURES TO PROTECT TH£ unLJT/ES SHDWN ON TH£ PLANS AND
ANY OTH£R £X/5nNG FACILITIES OR STRUCTURES NOT SHOWN.
21. THE CONTRACTOR SHALL V£RIFY TH£ LOCAnON DF ALL £X/5nNG FACILlnES
(ABOVEGROUND AND UNDERGROUND) WITHIN TH£ PROJECT SIT£ sumcl£NTl.Y
AHEAD OF TH£ CONSTRUCnON TO P£RMIT TH£ REYISIONS OF THE CONSTRUCnON
PLANS IF IT IS FOUND THAT TH£ ACTLIAL LOCATIONS AR£ IN CONFLICT WITH
TH£ PROPOSED WORK.
22. THE CONTRACTOR SHALL NOnFY AFF£CT£D UTILITY COMPAN/£S (S££ B£LOW) AT
LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCnDN NEAR THEIR
FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY R£PRES£NTAnV£.
UNDERGROUND S£RV/CE AL£RT (800)-422-4133
SDG&£ (800)660-7343
PACIFIC BELL (800)892-0123
ADELPHIA COMMUNICAnONS (760)438-7741
COX COMMUNICAnONS (760)806-98D9
CITY OF CARLSBAD (STR££15 di: STORM DRAIN) (760)434-2980
CITY OF CARLSBAD (SEWER, WAT£R di: R£CLA/M£D WAT£R) (760)438-2722
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC.
P\.ANNING 10179 HuenrKens Street
ENONEERING San Diego. Ca 92121
SUIVEYINC PH(858)558-4500· FX(858)558-1414
STREET NOTES
1. ACTIJAI.. STRUCTURAL SECTIONS WILL 8£ D£T£RMIN£D AFTER "R" VALU£
TES15 HAVE 8££N CONDUCTED BY A PROFESSIONAL £NGIN££R OF TH£ STAT£
OF CALIFORNIA, PR/NC/PALLY 00/NG BUSINESS IN TH£ Fl£LD OF APPL/£D
SOIL M£CHAN/CS,ON TH£ PR£PAR£D BAS£M£NT SOIL TH£ "R" VALU£ T£S15
AND TH£ £NGIN££R£D STRUCTURAL S£CnON MUST 8£ SUBMITT£D TO TH£
£NGIN££RING INSPECTOR FOR REYl£W AND APPROVAL A MINIMUM OF TWO (2)
CITY WORKING DAYS 8£FOR£ TH£ WORK 8£G/NS.
2. STR££T LIGH15 SHALL 8£ INSTALL£0 AS SHOWN ON THES£ PLANS,UND£RGROUND
CONDUIT RUNS, S£RVIC£ POIN15 AND HAND-HOL£S SHALL 8£ SHOWN ON TH£
"AS-BUILT" PLANS. NO O/R£CT BURIAL STR££T LIGHT FOUNDAnONS WILL 8£
ALL Oll£D. ALL LUM/NAIR£$ SHALL 8£ ·cur OFF" TYP£.
J. ALL UNDERGROUND unLlnES AND LAT£RALS SHALL 8£ INSTALL£0 PRIOR TO
CONSTRUCnON OF CURBS, CROSS GUTTERS DR SURFACING OF STR££15.
-4. STORM DRAIN PIP£ SHALL 8£ R£/NFORC£D CONCR£T£ PIP£ WITH A MINIMUM
D-LDAD OF 1,350 FOR PR/VAT£ STORM DRAIN P/P£S, UP TO 15" PVC MAY 8£
unLIZ£D PROV/D£D D£PTH IS L£SS THAN 15 F££T AND BACKFILLED WITH
J/-4" ROCK P£R SDRSD S--4 TYP£ •c• AND PIP£ M££15 ASTM STANDARD JOJ-4 FOR
SDR 35 SOLID WALL PIP£.
5. WHER£ AN EX/5nNG PIPE LINE IS TO BE ABANDONED IT SHALL 8£ REMOVED
WITHIN TW£NTY FEIT OF BUILDING OR STR££T AREAS AND R£PLAC£D WITH
PROP£RL Y COMPACTED SOILS. IN OTH£R AREAS TH£ PIP£ WILL 8£ PLUGGED
WITH CONCR£T£ OR REMOVED AS APPROVED BY TH£ CITY £NG/N££R.
6. WH££LCHAIR RAMPS SHALL 8£ INSTALLED P£R R£QU/R£M£N75 OF nTLE 2-4,
CALIFORNIA ADMINISTRATIVE COD£.
7. STR££T TR£ES SHALL 8£ INSTALLED P£R S£CTION IV D.3 OF TH£ CITY
OF CARLSBAD LANDSCAPE MANUAL
8. FIR£ HYDRANT MARKERS SHALL 8£ PLAC£D /N TH£ STR££T WITHIN TH£ LIMfTS
OF WORK OF THIS PLAN P£R SDRS DWG M19.
9. ALL SURVf:Y MONUM£N75 AND PO/N75 THAT AR£ D/STURB£D BY THIS WORK
SHALL 8£ R£-£STABLISH£D, P£RPITUAT£D, AND DOCUM£NT£D P£R TH£
PROFE:SSIONAL LAND SURV£YORS ACT.
10. TWO (2) S£15 OF SURVf:Y (CUT) SH££15 SHALL 8£ PROV/D£D TO TH£ CITY
£NGIN££RING INSPECTOR .
11. STR££T LIGH15 PROPOSED BY THIS PLAN AR£ PR/VAT£. TH£ PR/VAT£ STR££T LIGH15
AR£ OWN£D AND OP£RAT£D BY TH£ HOA. PR/VAT£ MAJNT£NANC£ RESPONSIBILITY IS
COVERED BY AN £NCROACHM£NT P£RMIT PR 05-50.
"DECLARATION OF RESPONSIBI,E CHARGE"
I H£R£BY DECLARE THAT I AM THE E:NGINffR OF WORK FOR THIS PROJECT, THAT I
HAVE EXERCISED RESPONSIBL£ CHARGE OVER THE DESIGN OF THE PROJECT AS
DEFINED IN S£CnON 6703 OF THE BUSIN£SS AND PROFESSIONS CODE, AND THAT
TH£ DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT TH£ CH£CK OF PROJECT -DRAWINGS AND SP£C/FICAnONS BY
TH£ CITY OF CARLSBAD D0£S NOT R£Ll£V£ M£, AS £NGIN££R OF WORK, OF MY
R£SPONSIB/Lln£S FOR PROJECT D£S/GN.
FIRM: HUNSAKER & ASSOCIATES
ADDRESS: 1 D 179 Hl/fNNFKENS AV£
CfTY. ST.: SA:N QIEGO CA
T£L£PHON£: (85B) 558 ·f.500
aY, LJY1na~£
~MARTIN
P.£. NO.: RC""e1a.£..c+6:t11.16u7110'-----------
EXPIRAnON DAT£; 6,;./_.,3..,,nLJ(P.a"L----------
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN DN THES£ PLANS WAS G£N£RAT£D BY
A£RIAL TOPOGRAPHIC SURVf:Y BY SAN LO A£RIAL SURVEYS
(1-30-97)
TOPOGRAPHY SHOWN H£R£0N CONFORMS TO
NATIONAL MAP ACCURACY STANDARDS.
REFERENCE DRAJ[TNGS
CITY OF CARLSBAD DRAWING 397-2, 397-2H, 397-21, di:
427-611
OWNERS / PERMITI'EES
REAL £STAT£ COLLATERAL MANAGEMENT COMPANY,
A D£LAWAR£ CORPORATION
1903 WRIGHT PLAC£
SUIT£ 180
CARLSBAD, CA 92008
1760/ 929-2701
J,Er.AL DESCRIPTION
LA COSTA V/LLAG£ -TH£ GRffNS N£/GHBORHOODS 1.04 di: 1.07 (CT 99-03)
8£/NG A SUBDIVISION OF L015 7 AND 46 OF TH£ CITY OF CARLSBAD TRACT CT
99-03, VILLAGES OF LA COSTA -LA COSTA GRE£NS IN TH£ CITY OF CARLSBAD,
COUNTY OF SAN D/£GO, STAT£ OF CALIFORNIA. ACCORDING TO MAP NO. 14543
FIL£D IN TH£ omc£ OF TH£ SAN D/£GO COUNTY RECORDER ON FEBRLIARY 12,
2003.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARC£L NUMBER(S)
213 110 06 13
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS
N 1985 E 6252
BASIS OF BEARINGS
TH£ BASIS OF 8£ARINGS FOR THIS SURV£Y IS THE CALIFORNIA
COORDINAT£ SYT£M -/983, ZON£ VI. 1991.3/5 EPOCH, NORTH
AMERICAN DATUM OF 1983 INAD83/, GRID BEARING B£TW££N STATION
CLSB-1/53 AND STATION CLSB-070 AS SAID COORDINATES AR£
PUBLISHED IN TH£ CITY OF CARLSBAD SURV£Y CONTROL NETWORK
£STABLISH£D BY R£CORD OF SURV£Y MAP NO. 17271, FIL£D IN THE
OFFIC£ OF TH£ SAN D/£GO COUNTY R£CORD£R ON FEBRUARY 8, 2002.
IL N 36'47'12" W
SHEET INDEX
NOT£$ AND LEG£ND
K£Y MAP AND S£CnONS
IMPROVEM£N75
SH££T 1
SH££T 2
SHEIT J-10
ENGINEER'S NOTES
1. NEITHER THE OWN£R, NOR THE £NG/NEER OF WORK WILL ENFORCE
SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN,
CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING,
AND SHALL 8£ SOLELY R£SPONSIBL£ FOR CONFORMING TO ALL LOCAL,
STAT£ AND FEDERAL SAFITY AND HEALTH STANDARDS, LAWS AND R£GULAOONS.
2. CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURS£ OF CONSTRUCnON OF THIS PROJECT.
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS R£QUIR£M£NT
SHALL APPLY CONnNUOUSL Y AND NOT 8£ LIMITED TO NORMAL WORKING
HOURS. THE CONTRACTOR SHALL D£FEND, INDEMNIFY AND HOLD THE
£NGIN££R HARMLESS FROM ANY AND ALL LIABILITY, R£AL OR ALL£G£D,
IN CONNECTION WITH TH£ PERFORMANCE OF THE WORK ON THIS
PROJECT, EXCEPTING LIABILITY ARISING FROM TH£ SOL£ NEGLIGENCE
OF TH£ £NGIN££R.
3. TH£ CONTRACTOR IS RES PONS/BL£ TO INSURE THAT ALL SLOPES, STR££15,
LJnL/T/£S, AND STORM DRAINS AR£ BUILT IN ACCORDANCE WITH THES£ PLANS.
IF TH£R£ IS ANY QU£SnON REGARDING THES£ PLANS OR Fl£LD STAKES,
TH£ CONTRACTOR SHALL REQUEST AN /NT£RPR£TAnON 8£FOR£ DOING ANY
WORK BY CALLING TH£ ENGIN££R OF WORK AT (858) 558--4500.
-4. !Hf CONTRACTOR 5/W.1. VERIFY ALL STAKES FDR ACCUII.ACY AGNNST APPR<N£D PLANS,
PRIOR TO T11£NCH/NG OR FORMING AND SHALL B£AR TH£ COST OF ALL REWORK
THAT RESULTS FROM PROCffDING USING INCORR£CT STAKES THAT AR£ NOT V~lED
BY TH£ CONTRACTOR PRIOR TO COMMENCING CONSTRUGnON.
5. TH£ CONTRACTOR SHALL ALSO TAK£ TH£ NECESSARY ST£PS TO PROTECT
TH£ PROJECT AND ADJACENT PROPERTY FROM ANY £RDS/ON AND SILTATION
THAT MIGHT R£SULT FROM HIS OPERATIONS BY APPROPRIATE MEANS
(GRAVEL BAGS, HAY BAL£S, TEMPORARY DES/LT/NG BASINS, DIKES,
SHORING, ETC.) UNTIL SUCH TIM£ TH£ PROJECT IS COMPLETED AND
ACCEPTED FOR MAINTENANCE BY THE OWN£R.
6. TH£ EXIST£NC£ AND LOCA noN OF UNDERGROUND unLln£S SHOWN H£R£0N
WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO
THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING
unLmES EXC£PT AS SHOWN ON TH£S£ PLANS. 8£FOR£ £XCAVAnNG FOR
THIS CONTRACT, TH£ CONTRACTOR SHALL MAK£ EXPLORATORY £XCAVAnONS
AND VERIFY TH£ HORIZONTAL AND VERnCAL LOCAOON OF ALL UNDERGROUND
UTILlnES AFFECTING THE WORK, WHETHER SHOWN ON TH£ PLANS OR NOT.
SPECIFIC A TT£NnON SHALL 8£ /:,/AD£ IN AREAS WH£RE TH£ PROPOSED
/MPROVEM£N15 M£IT EXISnNG. CONTRACTOR SHALL NOTIFY TH£ £NGIN££R
OF WORK OF ANY D£VIA noNS PRIOR TO ORDERING MA T£RIALS FOR TH£
PROJECT, AND ALLOW sumCl£NT nM£ FOR REYISION TO TH£S£ PLANS IF
AS-BUILT LOCAnON OF EXlsnNG LJnLJT/ES R£QUIR£ CHANGES TO TH£ DESIGN.
7. CONTRACTOR SHALL TAK£ PRECAUTIONARY MEASURES TO PROTECT
EXISTING ABOV£ GROUND AND UNDERGROUND IMPROVf:MENTS SHOWN
H£R£DN AS WELL AS £Xl5nNG UT/LlnES NOT SHOWN H£R£0N. CONTRACTOR
SHALL REPAIR OR REPLAC£ IT£ll5 R£QUIR£D TO R£WJN IN PLAC£ WHICH AR£
OAMAG£D, DURING THE COMPLE:nON OF TH£ WORK, TO TH£ SAnSFACnON
OF THE APPROPRIATE AGENCY.
8 . WHER£ TRENCHES ARE ADJACENT TO FUTURE BUILDING S/T£S, A LICENSED
SOILS £NG/N££R SHALL 8£ R£TAIN£D BY TH£ OWN£R TO COMPL£T£ NECESSARY
T£SnNG TO C£RnFY THAT TR£NCH BACKFILL WAS CDMPACT£D AS DIR£CT£D
IN THE PRELIMINARY SOILS R£PORT.
9. THES£ PLANS SHOWN THE MINIMUM IMPROV£M£NT R£QUIR£D BY THE
APPROVING AUTHORITY IN ORDER TO OBTAIN PROJECT APPROVAL. F/£LD
CONDITIONS MAY DICTAT£ ADDlnONAL IMPROVEMEN15. THE COST OF ANY
ADDlnONAL IMPROVf:M£N15 SHALL 8£ BORN£ BY TH£ CONTRACTOR. ANY
ADDlnONAL TESnNG BY TH£ SOILS £NGIN££R OR OTH£R PROF£SS/ONALS
SHALL BE COMPLETED AT THE CONTRACTOR EXPENSE.
LEGEND OF ABBREVIATIONS
BC BEGIN CURVE
BVC BEGIN VERTICAL CURVE
BW BOTTOM OF WALL
CB CURB
CC CENTER OF CUL-DE-SAC
CDS CUL-DE-SAC STATIONING
CL CENTERLINE
CTB CEMENT TREATED BASE
DWY DRIVEWAY
EC END CURVE
EDP EDGE OF PAVEMENT
EVC END VERTICAL CURVE
FL FLOW LINE
FS FINISHED SURFACE
GB GRADE BREAK
HP HIGH POINT
KNU KNUCKLE STATIONING
LT LEFT
LP LOW POINT
MVC MODIFIED VERTICAL CURVE
N.T.S. NOT TO SCALE
PCR POINT CURB RETURN
PRC POINT OF REVERSE CURVE
RCP REINFORCED CONCRETE PIPE
RP RADIUS POINT
RT RIGHT
SD STORM DRAIN
ST. STREET
TC TOP OF CURB
7W TOP OF WALL
VP/ VERTICAL POINT OF INTERSECTION
ENGINEER'S NOTES (CONT.)
10. PRIOR TO ORD£R/NG MA T£RIALS OR BEGINNING CONSTRUCnON, WHICHEVER
OCCURS FIRST, TH£ CONTRACTOR SHALL NOnFY TH£ £NGIN££R OF WORK
IN WRITING, WHENEVER THESE PLANS SEEM UNCLEAR.
11. THE CONTRACTOR SHALL NOTIFY TH£ SURVf:YORS -48 HOURS PRIOR TO
BACKFILLING TR£NCH£S FOR ALL NEW UTILln£s. TH£ SURV£YOR SHALL
OBTAIN NECESSARY FIELD SHOTS TO PROV/D£ TH£ £NG/N£ER OF WORK
WITH A L£TT£R OF CERTIFICATION STATING THAT ALL IMPROVEMENTS
AR£ CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE LINES
AND GRAD£S SHOWN HER£0N. THE C£RnF/CAT/ON SHALL INCLUD£ ALL
ITEMS REQUIRED BY TH£ APPROVING AUTHORITY.
12. TH£ GENERAL CONTRACTOR IS REQUIRED TO KEEP AND MAINTAIN A
SIGN£D SET OF TH£S£ PLANS ONSIT£ AT ALL TIM£S FOR US£ BY TH£
£NG/NffR OF WORK, SOILS £NGIN££R AND TH£ CITY INSPECTOR. TH£ G£N£RAL
CONTRACTOR'S SUP£R/NT£NDANT IS R£QUIR£D TO UPDAT£ SAID PLANS WITH
AS-BUILT ON A DAILY BASIS AS WORK PROGR£SS£S. SAID PLANS SHALL
BE C£RTIFl£D BY TH£ SUPERINTENDENT AS ACCURAT£ AND COMPLETE
UPON COMPLETION OF THE PROJECT, AND BECOME THE PROPERTY
OF TH£ £NGIN££R OF WORK .
13. RETAINING WALLS, IF SHOWN H£R£0N, AR£ INCLUDED AS SUPPL£M£NTARY
INFORMATION. DETAILED PLANS, A SEPARATE P£RMIT AND INSPECTION
IS R£QU/R£D FROM TH£ BUILDING D£PARTM£NT FOR ALL RETAINING WALLS.
14. TH£ SOILS R£PORT AND ALL TH£ SUPPL£M£N15 TH£R£0F AR£ INCORPORATED
INTO AND MAD£ A PART OF THIS PLAN. ALL CONSTRUGnON SHALL CONFORM
WITH AND 8£ SUBJ£CT TO ANY TESnNG OR INSP£CnON R£QUIR£M£N75
IN TH£ Rf PORT .
15. CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL ANGL£ PO/N75 AND T££S
IN WAT£R SYST£MS PURSUANT TO TH£ APPROPRIATE WAT£R DISTIi/CT STANDARD.
16. CONTRACTOR SHALL SUBMIT AN AS-BUILT PLAN INDICAnNG ALL STR££T LIGHT
CONDUIT RUNS, ACCESS POIN75, HAND HOLES AND S£RV1C£ POIN75 PRIOR
TO £NfRGIZING TH£ SYST£M.
17. STORM DRAIN PROFILES SHOW A GRAPHICAL R£PR£S£NTATION OF THE
CALCULATED HGL DURING TH£ D£SIGN STORII, AS REQUIRED BY TH£ CITY. TH£
CALCULA T£D HGL CAN 8£ FOUND IN TH£ APPROVED STORM DRAINAG£ R£PORT
ON FIL£ AT THE OFF/CE OF TH£ CITY ENGINEER. £NG/N£ER IS NOT
R£SPONS/BL£ FOR USE OF TH£ HGL SHDWN HfR£0N, BY OTH£RS, WH£N ~ING
ADDlnONAL CONN£CnONS OR REALIGNING TH£ SYST£M. CHANGES TO TH£
SYST£M, R£QUIR£ APPROVAL OF A R£GIST£R£D £NG/N££R R£SPONSIBL£ FOR
TH£ REVISIONS.
ENGINEER'S STORM DRAIN NOTES
1.
2.
3.
\ \
I I
°%\\
'""" 0\
STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF TH£
CALCULATED HGL DURING TH£ DESIGN STORM, AS R£QUIR£D BY TH£ CITY. TH£
CALCULATED HGL CAN 8£ FOUND IN TH£ APPROVED STORM DRAINAGE R£PORT
ON FILE AT THE OFFICE OF THE CITY ENGINEER. ENGINEER IS NOT
R£SPONS/BL£ FOR USE OF TH£ HGL SHOWN H£R£0N, BY OTH£RS, WH£N ~ING
ADDITIONAL CONNECnONS OR REALIGNING TH£ SYST£M. CHANGES TO TH£
SYSTEM, REQUIR£ APPROVAL OF A R£G/ST£RED £NG/NE£R RESPONSIBLE FOR
TH£ REYISIONS.
STORM DRAIN PIPES DESIGNATED AS HAVING TH£ HGL AT OR ABOVE TH£
PIPE SOFFIT SHALL BE CONSTRUCTED WITH WATER TIGHT JO/N15 WITH
AMERON R£/NFORC£ CONCRETE PIP£ WITH R£/NFORC£D TH£RMOS£TnNG
RESIN (RTR) COUPLING OR EQUAL FOR THE ENTIRE REACH.
COUPLING SHALL M££T TH£ R£QUIR£ME:N75 OF ASTM C76, C361, AND C-443.
STORM DRAIN PIP£S WITH Vf:LOCITIES EXCEEDING 20 F£ET PER S£COND
5/W.1. li>lvt II II/NIIMI COVER OF 1-1/2 INCH OYER 1H£ INVERT REINFORCING STEEL.
TH£ CONCR£T£ DESIGN STR£NGTH IN THES£ REACH£$ SHALL BE fc • 5,000 PSI.
FOR vaocmES £XC££DING JO FEIT P£R SECOND, US£ fc • 6,000 PSI.
Y ALGA
~=:::r PROJECT
SITE II CITY OF
SAN MARCOS
0
0
\
\ "'"' ' VICINITY MAP
NTS
'
-
L~(; :>.:: 'fu I ~ NO C-48670 ~ ~
06-30-10 lk
) ' ~
~:,,'
-'--~
.
WORK TO BE DONE
THE IMPROVEMENT WORK SHALL 8£ P£RFDRM£D IN ACCORDANCE
WITH TH£ FOLLOWING DOCUM£N15 CURRENT AT TH£ nM£ OF
CONSTRUCnON, AS DIR£CT£D BY TH£ CITY £NGIN££R.
1. CARLSBAD MUNICIPAL COD£.
2. CITY OF CARLSBAD STANDARDS.
3. THIS SIT OF PLANS.
4. IN ACCORDANCE WITH CITY OF CARLSBAD RESOLUnON NUMB£RS
5838 AND 5839 DA T£D FEBRUARY 16, 2005.
5.
6.
TH£ STANDARD SP£CIFICATIDNS FOR PUBLIC WORKS
CONSTRUCOON (GR££N BOOK).
SOILS R£PORT AND R£COMMENDAnONS BY G£0CON, INC.
SOILS AND T£SnNG, INC. DAT£D, MARCH 2000.
7. TH£ SAN Dl£GO AREA REGIONAL STANDARD DRAWINGS AND AS
MAY 8£ MODIFIED BY TH£ CITY OF CARLSBAD STANDARDS.
8. FINAL PROGRAM £/R 98-07.
9. TH£ CARLSBAD MUNICIPAL WAT£R DISTRICT STANDARDS AND SP£CIFICAnONS
FOR CONSTRUCnON OF WAT£R AND SEWER SYSTEMS.
10. STORMWAT£R MANAG£M£NT PLAN FOR CT 04-15 PR£PAR£D BY HUNSAKER di: ASSOCIATES
DA T£D JANUARY 20, 2005.
" LEGEND
DESCRIPTION
SUBDIVISION BOUNDARY
RIGHT OF WAY UN£
PROPERTY LIN£
EAS£M£NT LIN£
A.C. PAV/NG/BAS£
STR££T C£NT£RLINE MONUMENT
6" TYPE G CURB di: GUTT£R
PEDESTRIAN RAMP TYP£ "A"
MODIFIED CROSS GUTT£R
STD. DlfG.
•GS-10
CONCR£T£ SIDEWALK .,G-7, .,G-9, .,G-10
PROPOSED SIDEWALK UND£RDRAIN
(SE£ DITAIL SHT. 2)
DRIVE:WAY
PR/VAT£ STR££T LIGHT 9,500 LUM (HPSV)
(MFCTR. AM£RON, MOD£L 581-24(201))
£XISnNG STORM DRAIN
1 B" PROPOSED RCP STORM DRAIN
PROPOSED CURB INLIT TYP£ "8-1 "
PROPOSED CLEANOUT TYP£ "8-5"
PROPOSED CATCH BASIN TYP£ "F"
.,D-10
•s-s. ••s-11, ••s-12
SYMBOL ---------
;J I K
o----{l
--s·--------PROPOSED SEWER MAIN (SDR-35)
PROPOSED S£WER ACCESSHOL£
PROPOSED SEWER ACC£SSHOL£ (PVC-LIN£D)
•s-1. •s--4
•S-1A. 'S-1, •s--4
_. s---O----
-s---0----
£XISnNG SEWER
£XI Sn NG WA T£R LIN£
PROPOSED WA T£R MAIN 8" P\IC CL-150
8" G.J.T£ VALVE
FIR£ HYDRANT ASS£MBL Y WITH MARKER
£ND CAP ASSEMBLY
THRUST BLOCKS
2" BLOW OFF ASSEMBLY
2" MANUAL AIR RELEASE ASS£MBL Y
2" AIR-VACUUM VALVE
4" S£W£R LATERAL W/TRAFFIC LID
1" WAT£R SERV1C£
12" WHIT£ LIMIT LIN£, "sTOP" PAVEMENT
L£G£ND (TH£RMOPLASnc)
DOUBL£ STREIT NAM£ SIGN (DSN)
WITH R1-1 SIGN
STREIT SIGN (TYPE PER PLAN)
R£MOVE BARR/CAD£
•W-16
•W-12
"W-15, "W-19
•w-6
•W-6
•w-7
•s-7
•w-3
SDM-102
SDM-102
• CITY OF CARLSBAD/CMWD STANDARD DRAWING
•• COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWING
) ,., AS MODIFIED BY THE CITY OF CARLSBAD STANDARDS
CARLSBAD ARE DEPARTMENT
REQIJ/REl,IENTS:
NUMBER DF F.H. 's_L_ F.FWWlWG.P.11. OUT OE.LF.H. 's
-w-
~®---§ FH
...
_80.
-:I
_MAR ---
_AVA-==.-
-------@
-------®
------
ENGINEER OF WORK
~~a.z:,
RAYNDLMARTIN
R.C.E. NO. -48670 EXP. 6/30/06
"AS BU IL T"
~/ Ay~
QUANTITY
96, 1-47 S.F.
14 £.A.
4,764 L.F.
2 £.A.
1,050 S.F.
24,644 S.F •
53 £.A.
14,698 S.F.
11 £.A.
324 L.F.
2 £.A.
1 £.A.
1 £.A.
2,354 L.F.
8 £.A.
2 E.A.
2,312 L.F.
4 £.A.
5 £.A.
2 £.A.
3 £.A.
5 £.A.
3 £.A.
2 £.A.
53 £.A.
53 £.A.
£.A.
3 £.A.
2 £.A.
2 £.A.
DATE
-l '~-.J I <i _\~_-; CARLSBAD MUNICIPAL WATER DISTRICT EXP. cx.,/?:>O(IO DATE
~ (/\~ ,,\'0'.!~ , r ~\~ \ FIRE HYDRANT LAY9UT PLAN
BENCH MARK
DESCRIPnON: BRASS DISC IN WE:LL MONUMENT
(S.D. CO. CONTROL PT.
RIB00-288+89 EC}
LOCA noN: ON EL CAMINO REAL. 2 . 63 Ml.
NL 'Y FROM LA COSTA AVENU£
RECORD FROM; NORTH COUNTY CONTROL DATA
ELEVATION; 311.-41 NGVD 1929
SCALE 11 =400
IMPORTANT NOTICE
SECTION 4216/4217 OF THE GOVERNMENT CODE
REQUIRES A 0/GALERT /DENT/FICA TION NUMBER BE
ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE
VALID. FOR YOUR 0/GALERT 1.0. NUMBER CALL
UNDERGROUND SERVICE ALERT AT:
TOLL FREE 1-800-422-4133
TWO WORKING DA l'S BEFORE YOU DIG
•
A 6~ ~W;;.-.: ... -«-
ROBElff J. Q
9/S/RICT ENGINEER R.C.£ JJ698 EXP. 6/J0/06
z SPf;fNKlB)? >fS_Na....L_F.FLOW __ G.P.11.
~---4{,;:/4,r. FIRf l DA7f
REVIEWED BY: , ,1
<7(71,'fA _j i .,/4,,, =
INSPECTOR' ' l' • DATE
1---1------+-----------+---+------l--+----l I sH1EET I .c_,_rv~o=F=C~A=R~L=S=B~A_D_ _ ENGINEERING DEPARTMENT
SHEETS
I 10
DATE INITIAL
ENGINEER or WOR1
II\ A'EY/5£ /JWY. 5EWEK ( IYllTEK LRTE,f/1L
LOt:RTIONS ON $HT$. 5·10
REVISION DESCRIPTION
DATE INITIAL
OTHER APPROVAL
, I
I
DATE INITIAL
CITY APPROVAL
IMPROVEMENT AND UTILITY PLANS FOR:
LA COSTA GREENS
NEIGHBORHOOD 1.07
..\PPROVED Ir LLOYD B. HUBBS
/4 < «~ rf,4tig 'Ji @,1 ~1.,,s c1TY ENGINE licr "VJ~ . r•e 12zn 1n , DATE
DWN BY: ___ _
CHKD BY: C,,•...-
RVWD BY·
PROJECT NO.
CT04-15
DRAWING NO.
427-6
R:\0386 \&Eng \IMpr oveMents \ Builder \0386ib01 .dwg[ OJ Mo y-09 -2005:08:52 W.O. No. 2352-117
BIN :
0 XI §
• 2
(j)
z
C: s:: ID m lJ
0 ~
• 2
(j)
z
C: s::
ID m lJ
0 ~
... li §
0 c,~ .... .. z ... N 0 ""' C: • s:: OI ID m lJ
SIGNING AND STRIPING NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALV. TION OF ALL SIGNING AND STRIPING.
2. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE Fro£RAI.. HIGHWAY A0/,1/N/STRATION
(FHWA) MANUAL ON UN/FOR/,/ TRAFFIC CONTROL DEVICES (MUTCD) 200.J EDITION AS AMENDED BY THE MUTCD 200.J
CALIFORNIA SUPPLEMENT. THE CAL.TRANS STANDARD SPECIFICATIONS (2002 OR V.TEST VcRSION THEREOF), THESE
PLANS AND THE SPECIAL PROVISIONS .
.J. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS
REPRESENTATIVE:, PRIOR TO INSTALV.TION.
4. ANY DEV/A TION FROM THESE SIGNING AND STRIPING PLANS SHALL 8£ APPROVED BY THE ENGINEER OF WORK AND
PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD.
5. ALL STRIPING SHALL 8£ REFLECTIVE: PER CAL. TRANS SPEC/FICA TIONS. STRIPING SHALL 8£ REPAINTED TWO WEEKS
Al'rrR INITIAL PAINTING.
6. ALL SIGNAGE SHALL 8£ REFLECTIVE: PER CAL.TRANS SPECIFICATIONS AND SHALL USE ENCAPSUV.TED LENS
REFLECTIVE: SHEETING (HIGH INTENSITY OR EQUAL).
7. PRIOR TO FINAL ACCEPTANCE OF STREET /l,/PROV£1,1£NTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500'
PER/1,/ETE:R OF THE CONSTRUCTION PROJECT WILL 8£ RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING
THE APPROVAL OF THE CITY INSPECTOR.
8 . EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL 8£ APPROVED BY THE PUBLIC WORKS DIRECTOR OR
HIS REPRESENTATIVE: PRIOR TO INSTALv.TION.
9. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING.
DEBRIS SHALL 8£ PROMPTL Y REMOVED 8£ THE CONTRACTOR.
10. ALL PAVEMENT LEGENDS SHALL 8£ THE V.TE:ST VERSION OF THE CAL.TRANS S~CILS.
11. LIMIT LINES AND CROSSWALKS SHALL 8£ FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION
UNLESS OTHERWISE SPECIFIED.
12. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL 8£
THERIJOPLASTIC UNLESS OTHERWISE SPECIFIED.
1.J. FIRE HYDRANT' PAVEMENT MARKERS SHALL CONFORM TO THE MUTCD 200.J EDITION AS AMENDED BY THE 200.J
CALIFORNIA SUPPL£1,1£NTAL AND SAN DIEGO REGIONAL STANDARD DRAWING 1,/-19.
14. ALL MEDIAN NOSES AND FLARES SHALL 8£ PAINTED l'!"LLOW.
15. ALL SIGNS SHALL 8£ STANDARD SIZE AS SHOWN IN THE MUTCD 200.J EDITION AS AMENDED BY THE 200.J
CALIFORNIA SUPPL£1,1£NT UNLESS OTHERWISE SPECIFIED.
16. SIGN POSTS SHALL 8£ SQUARE PERFORATED STE:EL TUBING WITH BRE)ll()IWAY BASE PER SAN DIEGO REGIONAL
STANDARD DRAWING 1,/-45.
17. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL 8£ MOUNTE:D USING A STANDARD CITY OF CARLSBAD APPROVED
MOUNTING BRACKET WITH STRAPS.
18. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL 8£ DELIVERED BY THE CONTRACTOR TO THE CITY OF
CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE.
1 fl. ALL SIGNS SHOWN ON THESE PLANS SHALL 8£ NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR
EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO 8£ RELOCATED OR TO REl,/A/N.
20. (IF NECESSARY) WHERE R4-7 SIGN AND 01,11-J 08/ECT MARKER ARE TO 8£ INSTALLED IN A 2-FOOT WIDE
MEDIAN NOSE, THE R4-7 SIGN SHALL 8£ 18"X24" AND THE 0/,/1-.J 08/ECT MARKER SHALL 8£ 12"X12~
SEWER NOTES:
1. ALL SEWER AIAIN AND APPURTENANCES SHALL 8£ CONSTRUCTED IN
ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS
VOLUME 1, CHAPTER 6 -DESIGN CRITERIA FOR GRAVITY SEWER LINES
AND APPURTENANCES" AND 'VOLUME .J -STANDARD DRAWINGS AND
NOTE:S" DATED JUNE JD, 2004.
2 . THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FRO/,/ THE
DMSION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND
SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION
SAFETY ORDERS.
SUBDIVISION BOUNDARY
100 200 ----
SCALE 1'= 100'
·=-""'"';';"'It'"''~''''" __ ,_, .. ,,,.,=~ '.,,,,, -
300
i I I' , " I
-ii ... .
~.=_.,.·
MICA ROAD CONTINUATION
PER DWG 427-7
15 14 13
" .. -
4
-,, --·····
.J. BEFORE ANY CONNECTION TO THE DISTR1crs EXISTING SYSTEM,
A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE
SIGNED AND APPROVED BY THE D/STR1crs ENGINEER AND
SUPERINTENDENT.
'5 44 45 46 47 48 49
4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A
CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED.
5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD
ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING
CONSTRUCTION (TELEPHONE: [760]-4.JB-.J891 ).
6. USE BUTYL NECK ROPE IN ALL ACCESS HOLE JOINTS.
WATER NOTES
1. WATER 1,/A/N AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS VOLUME 2 -POTABLE
AND RECYCLED WATER STANDARDS" AND WLUME .J -STANDARD DRAWINGS
AND NOTE:S" DATED JUNE .JO, 2004.
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FRO/,/ THE DIVISION
OF INDUSTRIAL SAFETY AND PROVIDE PROOF OF OSHA NOTIFICATION BEFORE
ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE
CONSTRUCTION SAFETY ORDERS.
.J. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D.
LINES, A PERl,//T SHALL 8£ OBTAINED FROM THE C.M. W.D. OFFICE AND MUST
BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT
SUPERINTE:NDENT.
4. A PRECONSTRUCTION CONFERENCE MEETING SHALL 8£ HELD A l,//N/1,/UI,/ OF
SEVEN (7) DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY
CITY OF CARLSBAD ENGINEERING DEPARTl,/ENT 48 HOURS PRIOR TO BEGINNING
CONSTRUCTION SO THAT INSPECTION MAY 8£ PROVIDED-TELEPHONE NO.
([760} 4.JB-.J891) FOR SCHEDULING.
5. NO TREES OR STRUCTURES SHALL 8£ ALLOWED IN THE WATER LINE
£AS£1,1£NT. ALL EXISTING TREES AND STRUCTURE SHALL 8£ R£1,1()VED PRIOR
TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WR=
PERMISSION FRO/,/ THE DISTRICT ENGINEER.
6. THE EXACT HORIZONTAL AND VERTICAL. AI.JGNMENT AND TYPE OF MA TER/ALS
OF THE FIRE LINE LOCATED BETWEEN THE DIRECTOR CHECK VALVE AND
BUILDING SHALL BE DETE:RMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.
7. ALL RECLAIMED WATER /,/A/NS AND APPURTENANCES SHALL 8£ CONSTRUCTED IN
ACCORDANCE WITH "CITY OF CARLSBAD ENGINEERING STANDARDS 2004 • OR
AS AMENDED.
8. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL 8£ PROTECTED BY
MEANS OF CA THOD/C PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS
TEST REPORT AND D£1,1()NSTRATE:S THAT PROTECTION CAN 8£ PERFORMED IN
ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN AL TERNA TM
FORM OF PROTECTION.
CMWD CONSTRUCTION NOTES
1 ALL POTABLE WATER SERVICES SHALL BE 1 • AND ALL POTABLE WATER
. METE:RS SHALL 8£ 5/8" (UNLESS OTHERWISE NOTED ON PLANS).
2 ALL WATER METE:R BOXES SHALL 8£ 17"XJO"X12" POLNER CONCRETE AS
· MANUFACTURED BY ARMORCAST OR EQUAL.
:1 MINIMUM SPACING BETWEEN POTABLE WATER V.TERALS AND SEWER
· SERVICES SHALL 8£ 10 FEET.
4 THE TOP OF WATER METE:R BOXES SHALL 8£ FLUSH WITH THE FINISHED
· SURFACE GRADE.
W'LY ,t N'LY
R/W
TYPICAL STRffT LIGHT
£'LY ,t S'LY
R/W
30'/28'* 30'/28* ADJACENT TO
HOA SLOPES
~,1 'l.'.·' /ti'? /;r -
TYPICA~ DR Y UT/LI TY
TRENCH (SDGM, PHON°<
CAN, ETCJ
TYPICAL DRY UTILITY
BOXES, VAULTS, ACCESS
HANDHOLf.. [TC.
A. C. PA VEMf.N T
AND BASE (TYPICAL)
17' 18'*
TYPICAL
FIR£ HYDRAN T
2~
7/H=HII
STORM
DRAIN
13'
17' 18'*
TYPE G
CONCRETE CURB
AND GUTTER
(TYPICAL)
11'
(NOT TO SCALE ON PLAN)
PUBLIC LOCAL STREET
13' 10·* 3'
I I Ml .
7 ' 5'
NOTES:
1. • Of.NOTES 56' 'MD£ R.O. W. 'MTH 36'
'MD£ CURB TO CURB FOR CUL-0£-SAC
STREETS (PE.R MASTER PLAN)
SE£ PRO.ECT MAP SHf.f.T 1.
2. UTILITY LOCATIONS AR£ TYPICAL
UNLESS OTHER'MSE SHOWN ON PLAN.
GEODE LANE*, TITAN/TE PLACE, BROOK/TE COURT*
AND A PORTION OF MICA ROAD
"LIVABLE STREU Of.SIGN"
LOCAL STREET -DESIGN SPffO: 25 MPH
ACTUAL STRUCTURAL SE.CT/ON TO BE. Of.TERMINE.O BASE.O
ON TH£ "R" VAL V£ TEST, APPROV£0 BY THE CITY f.NG/NE.E.R
T.I.~ 5.0/4.5* MIN.
NTS
PL
I
I
Pt
\
W. TER V. RAL
KEY MAP
TYPICAL. SWALE
FUTURE DRAIN BOX TO
CONNECT TO SIDEWALK ~~-+---UNDERDRAIN PER PRECISE
GRADING PLAN
R V.TERAL
I
I
SIDEWALK UNDERDRAIN PER SDRSD D-2 7
CURB
TYPICAL SIDEWALK UNDERDRAIN DETAIL
NTS
NOTE: EVERY LOT SHALL HAVE 1 SIDEWALK
UNDERDRAIN PIPE PER SDRSD D-2 7. LOCATION
TO 8£ SHOWN ON "AS-BUILT" PLANS. MAXIMUM
UNDERDRAIN PIPE SIZE IS .J~
'
-V
77
-
SUBDIVISION
BOUNDARY
.... ....
66
T.>.OL~ II
LEGEND
SUBDIVISION BOUNDARY
RIGHT OF WAY
----------
.... ....
SHEET NO.
FIRE HYDRANT'
PRIVATE STREET LIGHT
STORM DRAIN
WATER LINE
SEWER LINE
STREET SIGN
DOUBLE STREET NA/,/£ SIGN
.........
Q~ROA I 1
~~~~t~;;;:?:~i".;~itrii:~~~??i-! f . .,._,.,,.,~~;~~;;;;;;;;;;;;..,,.:~:;.;:;,..,~.---·------.i
;,---+-
' 67 68
69
'I-' \~\
.........
8
\~, \t\
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0
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-t
1
I
I ;,.,i ;J~ u 11r,------1 •
~ ,_ ,.,,
' ~ • ~ ' ! '
1
9
I
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·············--····
· ·-i~f'.~l-~-~;:J::;,ufr'._·;:·_:::::.,._::_:~;_; -_,-_i::t ______ _
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.
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f'Avet1ewt" =:ie=1ow =nt-"le.UP"'70LO /8 It Y L. ~
., --
AOf'\-U>L.-T Q O:!:OZ., -:z iii ~ NO. -48670 "'
t..=A1\0U ~c. 0, !CP'e.TE-bC<,fi'f"'C.O.\E. '; EXP. 8/30/06 :' ,uoex('n) (lue+-< !!.~) =-(11,cl.tj
• n-rAU,rc.-n....,c,;:--,,,A. to+&:> e 1e+-e.o 5 .o -1.0 6D
~ ,. ... ~,~
~0,-~1--
,.'ii AU lie PL.be:.C -'='f"br.. I?:>+ 'oO '0 k::A-SO 5 .0 .... 0 s.o ◄ IT".ei.LIITE f\....b,c.C.-~A . K.,.+"E.c:> W 1-,+so 5 ,0 4 .o i:..o I ENGINEER OF WORK
e.=ec+::: rre.ccuf',.T'-~-JO-+'CIO ,-o ~ '3.o -1.0 1 .0 ~ .. .(~"1..d;, • s/4 /4., ---~ A .
8 -
~iof~
' RAY)j L. MARTIN DATE
R.C.E. NO . -48670 EXP. 6/30/06
"AS BUILT" ~L~~i HUNSAKER ~3f,µL • ~ ~NO.C-48670~ ~ , I ~ ~ 06-30-10 "' & ASSOCIATES g,,t_,.,, .{.oc:,
' I SA N DIE CO, IN C RCE .+e,,:,-io EXP. cx:,{_00{1'2 DATE
, ' ~ CM\. ~" 101l'l--REVIEWED BY: '!f OF CAl\\O~ PWHNC
& ENCHElH: "" °""" Ca 9Zt21 -~~AI..J.. 7/j/4,5 UVEYINC PH(lsa)5S&-4soo-FX(o51)5SI-"" -INSPECTOR < ... DATE
I S~ET I CITY OF CARLSBAD rn ENGINEERING DEPARHIENT 0
IMPROVEMENT AND UTILITY PLANS FOR:
LA COSTA GREENS
NEIGHBORHOOD 1.07
APPROVED C,r -0,r LLOYD B. HUBBS ' ~, ·••;, .. ~~ -·'·· -·-'~ ·-1\-:""-~L;/4~ ~ i:: • ' .rlf' ~~~ CITY ENGINE • -RCE -~:= Exe l 2Z312'0--DATE
a>/t<'l/00 l'<lJ-1 ~,o-e,..JIL..T DWN BY:
I
PROJ ECT NO.
I
DRAWING NO.
DATE INITIAL
ENGINEER or WOR REVISION DESCRIPTION
DATE INITIAL DATE INITIAL CHKD BY: G:IIP CT 04-15 RVWD BY: OTHER APPROVAL CITY APPROVAL
R:\0386 \&Eng \I Mproverients \Builder \0386ilo02.dwg[ OJMo. y-09-2005:08:54
427-6
W.O. No. 2352-117
BIN :
....,
0 -....
0
--------------F ---+----_t: -TC CL + 0.04' -------------,_ ------:: __ ::: ____ ::_-_L ----------_____ -t UNLESS OTHERWISE
SHOWN
-----j---
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+--=========±=+-ct--+=====-----I-----~~--___ ------------------,---
. -------__ :r==-------------
-••· ••-····••-•····· -1 ~;____j____j:_=~-EL -E i -+----+----+----+--
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--•"
_cf_-=---=--.=.-.=.-f>H-~ -,
Ji4 F~1"-~=t=r==t7-=-=++===r-=-c+=r==r+= --+------t--
-+---
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--------TOP OF
-----------------_____ :r--
----- -----------• -----------------+--. : l ---1 ------- --==le==:=-••=•-· •=t•• • • •--• I GHiT Cl/R0 ~e,.-•---_-----+-i ---+----1.--.------+---,.-----+---t----.,---+------.rc~--+-~+=1~---+-+-=J--t=-±--=--=,=
- I
+--+-----+----+-+---+-------------------------------------r--
_j -
L--731UJ8' -.L -SO.IJQ' t:Ei_it9i2 1' -
' -f--~-+--+----+-----+-~--+--------+-t--+---+---+-----+--+-+--------t•• -------,:---
-----------------8=17:26 ---' ---•• lf./-4,;ef 2 50-• : :·•••--.f¼/2.J0 · --' ....... ill .• ---=-,=-~4=+=ii=f=r,;,~==+'-----"'-----r;,=~c+~=-=---+----+-+-----_--+---------1-----------------___ ::-:r::--1---
---< ----: ---+---c-ur· T11 ,:;-----------------r -----1,;.;.---u.c..---:---i::--=-
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j---
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• - I -----------, =r-:===:-::;
---•cf •• • ••: 1•-t..+ -I.I /t ~ k~1GR~ezi 1 -•
' --------------
! T----__ f, !%' - ---------r-
----+-s. -_
------------------------,-
--------I--:::::: ______ f_----------::::::+ __ ---+-+-+--------______ ,. --•------ ----------- -----------,-------------------1 ----+-~ t-----
---------!
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----------, --
--' ------------------,--------------r---
-----------I -:::-:::+--·· - ----------___ , __ _
l : , ----'
. -•i• .l -;2't:--+••+d::""--t--j1~-Ff----f
::1:--
-___ -_: :::l:::
'
----:::::::::::: :::::: ::::::f:::-·
rc.--FF---------1------=±=+=+_____ -•re-=--+f:=:=t::t----:t----tt=-=-:--cr::::::---i----i--=1=
-='!i:): :------------------·----------·--· -------, ----+· -----+
--=-:=-=r--------------------,-;,=5-_•s--s -=-t C""----,i,--__ !".,-. ------------•------, --., ,------:-:-: -:::::j __ -
l==---+-i-f-+-: ___ _._ ______ -__ f __ _._ _ _.__ _ _.__----.t •• ----•• --'c----••·--'--'--'--'--'--'j----=+==:J==+=7 _ _._ _ _.__ ___ f-__ ----_-'-___ ----_.----:s-•··--+-=-F--r +--+~--=rf--'+====~------'----=--T,=r=+=··· .... ··-=··=·-t·•=c-..fi=·-·=+r----j+--·-=--·-'-•_i-=-:-=--=--=--=-~~~~-=-:-=-:-=--=-+_f-_-_-.--.+--.-_--f----.-.c;fl----. .. .--_-+---+--'-----!--_.__._+-"""'='--"-+-"'---'--+--------=f----~'=-~-~:_.__••_:'-l:+---_.__:•_-'-'·--+-."';_••----•-':"' __ ----_----__ ----_+-_----__ ----._cJ_:_----_ _.___+_t_----_ _.___.___-'t1:_::~;:~::~~._••:·+--_~.-'._g:J:-.-!"-•--_.PVC __ 2::;_ •• ::_S ___ '._'.7+~::_•--·-·7!'.c,_ •. -=--=•-=--•:•··;•·=·•-;i=-•• ;'=-••===;====:==;=:=----'---f-•-----.••f-•----··-7t-'-•_._-_= ______ -'-t __ = ___ cf __ ~FE'--il:-------ft-_-----_i1-.---=---t-·-_----..-•-t-------•--t:-_---__ .-J-=--=-T,7::=----_---=T::=::=j,---~---•---_-+••-•·•-+1--_.---_+-1--t---+t-----------~:----_----+1-----r-
-j ------c --r ---+--------_-::+r=-_-=---+--t-+-----1
1
2
J
□ 7
2
.3
4
s
6
7
8
9
2
.3
4
I
I t
-;--t
CENTERLINE DATA
BEARING DELTA RADIUS LENGTH
N 64"21'00" E 160.00'
.34·51 ·oo· 200.00' 121.65'
N 80"48'00" W 178 . .35'
CURB DATA
BEARING DELTA RADIUS LENGTH
208"1 1 '4'6" .38.00' 1.38.08 '
N 87"27'14" W 50.00 '
28"1 1 '46" 100.00· 49.21'
N 54•21 ·oo· E 50.7.3'
.34·51 •55• 278.00' 1.32.66'
N 80"48'00" W 11 8 . .35 '
N 80"48'oo· w 118 . .35 '
.34•51 ·oo· 182.00' 110.70'
N 64'2 1 '00" E 160.00'
WA TER DATA
BEARING DELTA RADIUS LENGTH
2T0.3'.32" .327.00' 125.89'
N 64"2 1 '00" E 50.78 '
.34·51 '00· 189.00' 11 4.96 '
N 80'48 'oo· w 11 8 . .35 '
REMARKS
REMARKS
6" TYPE G C&G
6" TYPE G C&G
6" TYPE G C&G
6" TYPE G C&G
6" TYPE G C&G
6" TYPE G C&G
6" TYPE G C&G
6" TYPE G C&G
6" TYPE G C&G
REMARKS
8 " PVC CL-150
8 " PVC CL-150
8 " PVC CL-750
8 " PVC CL-750
• REFER TO CITY OF CARLSBAD ENGINEERING STANDARDS -VOLUME 11,
CHAPTER 6, OMS/ON 15, SECTION 15064, PART .3.5
•• USE 7 0' LENGTHS IN ACCORDANCE TO CITY OF CARLSBAD ENGINEERING
STANDARDS VOLUME 11, CHAPTER 6, DIVISION 15, SECTION 15064,
PART .3.5
SEWER DATA
BEARING DELTA RADIUS LENGTH REMARKS
7 22'0.3'J2" .316.00' 121.66' 8" PVC
2 N 54·2 1'00• E 50.7.3' 8" PVC
J .34·51 •oo· 200.00' 121.65' 8" PVC
4 N 8 0'48'oo· w 11 8 . .35' 8" PVC
-•
1
t --::••t
•
••
I -' -•• :::•l --+-~------,--_---+--··---+·--··_·-•+--•---•--+--_-··_·-t-··_··•+l-••---+-~----+-t-+-----1 -~-+---------------------------------~v ------0 -I 1 · ------------------------------------------•--
• .•••. • ; • • • • .•••. • II .-'--•• ------Cl ,-+---+---+--+---+----+---. •f-j----+ ===--=---+--'-+-'---+----l---'+-'-+----+------''------+-'-'-c;lcc_•-----'-=+--'-+----+--------I
--------------------------}:_:-
---+--+ -~--+--
• ----------------•------------R, -B --------------1
---------- ----1-J.4-f---==H =F--±, -F-----t:-±=i:=t=i:=7------------------t-=t-----r--H ----i----t:-:---t-----r---------t----t-----=----.--:r--t-::s=h~=t~l~fc+=f=c
-----::-::----__ 1_ -------·: ____ :t_ __ ;,=i==--
+=---•-=--=-----_.__,.,=---~=~=-i===---i•---=-'=·:-+~=+=+=---i•⇒-·=•-:--'=· ·+-==t=t==r~==+==~i;Qiil ~~i =!=-t4=-~•-1·+•----.·=i1L'= ----.=~cc\-=-= rt---:r----'-'=t=-=~c=-s:2i:-~r 9 "=;=:r::== ~-f. d,1 Rfj'---+----~-~--+--+--+--+---+---
=+~=kd===-F---_::::_• =-+=--=J::---+4-~=+=:=+--------kc--+cc __ -+.-f ==+~~=J-=~+:+--+:+4-4==4-=l=.c=k=+.-.~+;.::.:.+-d=:=:~~~-----•---------·•-•--•-.. y ---_ r ········r---•.•.--.1-----.-.1 -1·--···•·+·
_::::·:-::::i::---
---------:-::_:_:/---
----• {)_ 1NQl t;ATES-f1FtD. /;:_Lfl/. •• --
•-•• {]J DICl-,TCS_-c_~fY_[~OM Ro, RENC -DRAW.INGf.
PROFILE SC ALES
HORIZ. :
VERT. :
1 "=4 0 '
1 "=8 '
10+00
/ STORM DRAIN
( PER DWG 42 7-68~
I' ii
(
\
( 4 +77 . .38 CDS
\ _ ST LIGHT PVr
Ei'JO CAP ASSY dr 2 AVA
"' " ~ ~
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(j
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+ ,.
ff. 3 9
2
11 +00 12+00 13+00
~,,..-------..._~~
-----~ 37 ,.....---..../ y ' ff.
74 ,e
"' ·_., 40 "' It
II v, ~8
" "' ~~ ~' Cl~ ' ++ -"' _,.
"'
... "' It
--,----•-.
42
41
GEODE LAN£
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
PLANNING 10179 Huennekens Street
ENQNEERING San Diego, Ca 92121
SURVEYING PH(858)5S8-4500· FX(858)558·1414
14+00
40 0 40 80 120 -----
SCALE 1"-40' ENGINEER OF WOR K
~,--,✓~/J.d RA\•0 ND L. MARTIN DATE
R.C.E. NO. 48670 EXP. 6/30/06
INSPECTOR /
., -,/, /4 e
OATE
l---+--+-----------+---+----+--+----t l s~ET l,c_1T_Y_O_F_CA_R_L_S_B_A_D~~ _ ENGINEERING DEPARTMENT ~
IMPROVEM ENT ANO UTILITY PLANS FOR:
LA CO STA GREENS
NEIGHBORHOOD 1.07
APPROVED~ _ . LLOYD B. HUBBS
l--'-'/'-'1'-'"l"-/c,._,ec+-'--'Ft.._,.L.-=-rl-'---,-"?CC"°-=----_..eu='c.::=:r-'--------.----.---------.----+----+-----+---.----.---+------1 1,A~•ei!L:..c. .. , ~~"'~½Kid-_~"'"'''!?'£~=---'-=~=~ -4-, Phi-¥
!--'$1_:·!_2~!1~-°'~f-'l?!:lc'.,:Ml'!___-)L,1~R~E~Yl~S~E~P~W~Y.~S~E'_!'_W.~'e.:"l~\'__r_l'_11W.~'11(_!_T.'_E_c.:!'~~LR(!_!cTe,~if.~:"9:~'L'--+---t-----f.~~~~~---J l_lCO!_IT~Y~EN""G~lltt~Ee_tR~~Rti"':_E~=2,,JR..,,R:1,9~=--~E'c.XP~7=2t.l,:.3.,,1,._l<:_05::___' __ _1,D~A"-'TE;___J
LtlCIIT/tJNS
DATE IN ITIAL
ENGINEER OF WOR REVISION DESCR IPTI ON
DATE INITIAL
OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
DWN BY=--~-
CH KD BY: G\JP
RVWD BY:
R:\0386\&Eng\1 m proveme nt s\Build er\03B 6ib03.dwg[ 0]Apr-18-2005: 1 5;05
PROJECT NO.
CT 04-15
DRAW ING NO.
427-6
W.0. No. 2352-117
BIN :
(.,-)
0 --0
)
C
:E
G)
---r
BEARING/DELTA
1 N 80'48'00" W
2 J1'54'oo·
J N 6718'00" E
4 N 6718'00" E
5 N 6718'00" E
□ BEARING/DELTA
1 N 80'48'00" W
2 28'56'08"
J N 6718'00" E
4 N 6718'00" E
5 N 66'J9'0 1 • E
6 37·54•00·
7 N 80'48'oo· w
l
CENTERUNE DATA
RADIUS LENGTH REMARKS
51.64'
200.00· 111.J5'
J9.14'
180.50'
50.8J'
CURB DATA
RADIUS LENGTH REMARKS
5 1.64' 6" TYPE G CdcG
182.00' 91.91 ' 6" 1YPE G CdcG
8 7.27' 6" TYPE G CdcG
85.24' 6 • TYPE G CdcG
88.18' 6" TYPE G CdcG
21B.00' 121.J7' 6. TYPE G C&:G
51.64' 6" TYPE G CdcG
WATER DATA
BEARING DEL TA RADIUS LENGTH REMARKS
N 80'48'00" W 51.64' 8" PVC CL-150
2 J1'54'00" 211.00' 117.48' 8" PVC CL-150 ••
t-cJ+::N-6:::7=18;;.,o:co;;.·;-::E---t--"-'-"-'"'---+--'-::5'c0.'-'1.:C4,_' +~8~ . ..cP,:.VC.::....:C:::L:..._...:1-=5.::0---1
4 N 6718'00" E 11J.27' 8" PVC CL-150
•• USE 10' LENGTHS IN ACCORDANCE TO Cl1Y OF CARLS BAO ENGINEERING
STANDARDS -VOLUME II, CHAPTER 6, DIVISION 15, SECTION 15064,
PART J.5
SEWER DATA
BEARING DELTA RADIUS LENGTH REMARKS
1 N 80'48'00" W 5 1.64' 8" PVC
2 31°54'00" 200.00' 111.35' 8" PVC
J N 6718'00" E 39.7 4' 8"PVC
4 N 6718'02" E 124.27' 8" PVC
::.l .. , 9.6J t:·
--f------·-----
14+00 15+00 16+00 17+00
STORM ORAIN
PER OWG 427-68
3 . " ~s$·A:_:~ -. --::,~, u ____ ?,C'>~• --
-s
75
44
GEODE LANE
18+00
EXIST. SEWER LINES TO
,,--BE ABANDONDED PER
\IWD RECOMMENDATIONS
10' EASEMENT FOR GRADING AND WATER
PURPOSES GRANTED TO THE Cl1Y OF CARLSBAD
~.-,,-RECORDED DECEMBER 1, 1997 AS FILE NO.
1997-D605498 OF omclAL RECORDS.
EXIST. SEWER LINE TO BE
~-----ABANDONDED PER C/1Y OF
CARLSBAD RECOMMENDATIONS
FUTURE
SCHOOL SITE
40 0 40 80
SCALE 1 .. ~ 40"
1 "=40'
1 "=8'
120
ENGINEER OF WORK
~.,wY~~
RAY~ L. MARTIN DATE
R.C.E. NO. -48670 EXP. 6/30/06
"AS BUILT" ~~~
RCC +e;,l-70 EXP. 06/poho ; .
a-/,-, loo ' DATE
REVIEWED BY:
DATE
l----+----+--------------+------+--+--+------1 1 SH1ET I ~C_I_T_Y~O=F~C=A~R=L=S=BA_D~ ~ _ ENGINEERING DEPARTMENT ~
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
PLANNING 10179 Huennekens Street
ENGINEERING San Diego, Ca 92121
SURV£YlNG PH(858)558-4S00· FX(858)S58-1414
IMPROV[M[NT ANO UTILITY PLANS FOR:
LA COSTA GREENS
NEIGHBORHOOD 1.07
APPROVED (7r LLOYD B. HUBBS
i==~"""Lo:::t>=:+-c:~=-'-1",;'""°=-~e,,=1=•L::.:t":_ ____________ l---+---+---+-----I ..&1ef....,.·e.,x .. ~,<,&:.1~d.~Jt.~~-4g.,·t;e~·?c·t11.,.~------G,;lc7/4S"
~J~·~2~3':!·0~to~_1..f.~l'..,'l'f~1LC1cK~E~V1~s~Ec:Pt!:Wl!!'.Y.2S£El'l~~'E.~R:_it~W,1'!'[!'R'!_T.!:ER.~L~Rf!.!_TE.c.K~R.~'Ll,__L __ .l-__ J<t.uJV..i/..;<~~ L'c=•T=Y=E=N=GJ=N=!'l'.R==R=c~~~-=2-=J-=B-=B-9=-=-=-=-=-=E~x-=e-=-1=2!.Z-=1-=1~/~0~5-=-=-=-=-=-=-D=A-=T-E~
DATE INITIAL
ENGINEER OF WOR
LOCRT/0#5 r r · OWN BY,--~-PROJECT NO . I DRAWING NO.
REVISION DESCRIPTION CHKD BY, GVP CT 04-15 427-6 RVW D BY,
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
R, \ 0386\ &Eng \Improveme nts\ 8 u;ld er\ 038 5; b04. d wg [ 0] M oy-0 3 -2005:07, 30 W.O. No. 2352-117
BIN :
0 -0
0 :E
Ci)
-..J
I
0,.
--1: -' '
I--..:---
---,-
---+
1
1------
i--------t----t-----_---r--
___ : --
- - - - ----..
-
.... ---
--------------
:f. --( __ :::_ . ---------f---------... -,----·::--:i:--: __ :: --
+-+--'-+==+c-=-+--+----+----+--===--" § ----·,cccccc+ ' - -, __
CENTERLINE DATA
C BEARING/DELTA RADIUS LENGTH REMARKS
1 N 22"42'oo• W 163.10'
2 57·55•00· 200.00' 181.22'
3 N 29·13'00· £ 52.15'
4 30·19•00· 200.00' 105.83'
5 N 59"32'oo• £ 47.70'
CURB DATA
□ BEARING/DELTA RADIUS LENGTH REMARKS
1 92·57•52• 30.00' 48. 68' 6" TYPE G CdtG
2 N 22"42'oo• W 114.90' 6" TYPE G CdtG
3 51•55•00· 217.00' 196.63' 6" TYPE G CdtG
4 N 29·13'00· £ 52.15' 6" TYPE G CdtG
5 30·19'00· 217.00' 114.82" 6" TYPE G C&G
6 N 59·32•00• £ 47. 70' 6" TYPE G C&G
7 N 59·32•00• £ 47. 70' 6" TYPE G C&G
8 30·19'00· 183.00' 96.83' 6" TYPE G C&G
9 N 29·1soo· £ 52.15' 6" TYPE G C&G
10 51·55•00· 183.00' 165.82" 6" TYPE G CdtG
11 N 22"42'oo• W 116.10' 6" TYPE G C&G
12 90·00'00· 30.00' 47.12' 6" TYPE G C&G
WATER DATA
11 l BEARING/DELTA RADIUS LENGTH REMARKS
1 N 22·42•00• W 174.10' 8• PVC CL-150
2 57·55•00· 189.00" 171.26' 8" PVC CL-150
3 N 29·13•00· £ 52.15' 8• PVC CL-150
4 30·19'00· 189.00" 100.00' 8• PVC CL-150
5 N 59'32°00" £ 47.70' 8• PVC CL-150
•• US£ 10' LENGTHS IN ACCORDANCE TO CITY OF CARLSBAD ENGINEERING
STANDARDS -VOLUME II, CHAPTER 6, DIVISION 15, SECTION 15064,
PART 3.5
SEWER DATA
< J BEARING/DELTA RADIUS LENGTH REMARKS
1 N 22·42'00• W 50.00' 8" PVC
2 N 22"42'oo• W 113.10' 8" PVC
3 51·55•00· 200.00' 181.22' 8" PVC
4 N 29·13•00· £ 52. 15' 8" PVC
5 30·19•00· 200.00· 105.83' 8" PVC
6 N 59'32'oo• £ 47.70' 8• PVC
STORM DRAIN DATA
C) BEARING/DELTA RADIUS LENGTH REMARKS
1 N 22"42'oo• W 4.63' 18• RCP 1350-D
2 57·55•00· 210.00' 190.28' 18• RCP 1350-D
3 N 29•13•00· £ 52.15' 18• RCP 1350-D
4 9·59•09• 210.00' 36.60' 18• RCP 1350-D
••
••
t-:5,-+--,-N,-5-=-0cc"-,-15"'',,.o,,,r=--w_-+-----+--'-=0'--'.4-=-5~' -+-'-1-=-8~• -'--R'-=C-'---P__;.;13:.:5-=-0---=-D---4' PR/VA TE
6 N 50"15'07" W 5.25' 18" RCP 1350-0
7 N 50"15'07• W 25.25' 18" RCP 1350-D**
•• SEE PROFILE FOR LOCATION OF WATER TIGHT JOINTS
-----------
---------:--l
10+00 11+00 12+00 13+00 14+00 15+00 16+00
fl'_
fl'_-----,
35
fl'_
34 II
fl'_--~-
33 )
TITAN/TE PLACE
■
PlANNING
ENQNEERING
SURVEYING
52
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC.
10179 Huennekens Street
San Diego, Ca 92121
PH(858)558-4500· Fx-(858)558-1414
40 a 40 BO 120 -----
SCALE 1 "~ 40'
74
X
ENGINEER OF WORK
-DATE
R.C.E. NO. 48670 EXP. 6/30/06
I
"AS BUILT"
~:::: 00/,-, IC6 ' DATE
-----+---+-------------+----+----+---+------l l s~ET l.c_1r_Y_o_F_c_A_R_Ls_s_A_o_~ _ ENGINEERING DEPART~ENT ~
IMPROVEMENT AND UTILITY PLANS FOR:
LA COST A GREENS
NEIGHBORHOOD 1.07
APPROVED IJ/" LLOYD-8-HU885
Fla.r,/'gl"l~I/J,Db~~,tu--1~tt£=~~-ou~tlL~T"~~~~~~~~~~~t==t==tz~~~~ ,,/4-4"-"l!""""'<"'<-~-G.__d"' -'---·_.~=~=-•,;J.«.or..,,.,_ _____ t;. /-r /,:, S' 1-.3 ·2.3-06 l?LM KEYl6E tJWY. SEWcKI IVRTEK LRTERRL ' '· J -t_<C=IT=Y=::=E:=N:::Gl:::N:::E:=~:::=:::R=:C~E~-=~=:R::,R::9=:=:=E:=X:::P:::l:::2~/:::3:::l~,/~0':=5=-,==D=A=T='.E
1------+---+--'L'--'Cl,:_:~c:_'11:_T:_:l_:O_c,l(_:'S ____________ ---+-__ ~ __ ----t __ '-l--'-----1 ~
DATE INITIAL
ENGINEER OF WOR> REVISION DESCRIPTION
DATE INITIAL
OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
OWN BY, ___ _
CHKD BY, G\IP
RVWD BY,
Rc\0386\&Eng\lmprosements\Builder\0386ib05_dwg[ O]Jun -03-2005: 14:58
PROJECT NO.
CT 04-15
DRAWING NO.
427-6
W.O. No. 2352-117
RTN ·
(Tl
0 --0
)
0
:E
G)
I'\) ......
~
I · :
1:.·-
,-
I
i
T -l-
-1-···-·· i
CENTERLINE DATA
l BEARING/DELTA RADIUS LENGTH REMARKS
1 N 59·J2'00· E 194. 16'
2 J2·15'00· 400.00' 225.26'
J N 27"16'00" E 173.60'
CURB DATA
□ BEARING/DELTA RADIUS LENGTH REMARKS
1 N 59"32'00" E 194.16' 6" TYPE G C&G
2 32•15•00· 383.00' 215.69' 6" TYPE G C&G
J N 2,15•00· E 126.60' 6" TYPE G C&G
4 N 27"16'00" E 126.60' 6" TYPE G C&G
5 32"16'00" 417.00' 234.84' 6" TYPE G C&G
6 N 59"32'00" E 194.16' 6" TYPE G C&G
WATER DATA
) BEARING/DELTA RADIUS LENGTH REMARKS
1 N 59"J2'00" E 194.16' 8" PVC CL-150
2 32"16'00 " 41 LOO' 2J1-46' 8" PVC CL-150
3 N 27"16'00" E 111.60' 8" PVC CL-150
• REFER TO CITY OF CARLSBAD ENGINEERING STANDARDS -VOLUME II,
CHAPTER 6, DIVISION 15, SECTION 15064, PART 3.5
SEWER DATA
l BEARING/DELTA RADIUS LENGTH REMARKS
1 N 59·J2'00· E 83.1 3 ' 8" PVC
2 N 59"32'00" E 111-03' B" PVC
J 32•15•00· 400.00' 225.26' B" PVC
4 N 2,15•00· E 120.00· B" PVC
15+00
I
•
16+00
l<o
?
17+00 18+00 19+00 20+00 21+00
56 60
--.__/-.__/ ___ .__..,,,
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----: ··: __
[ . -
40 80 120 -----
SCALE 1"-40'
ENGINEER OF WOR K
RA~;•~~~~~~ .:r/4/4r
• DATE -R.C.E. NO. 48670 EXP. 6/30/06
"AS BUILT"
~-<~ c<'.,(1-, foe, •
RCE 4¢670 EXP . o<.-f,;:,o/20 ; , DATE
"1 /4 lt>B
DATE
TITAN/TE PLACE 1-------+--+-------------+---+----+--+----t I SH~ET I CITY OF CARLS BAD ~
ENG INEERING DEPARTMENT ~ ~~-'=========;=:::;=:;:====::;;;::==~== IMPROVEMENT ANO UTILITY PLANS FOR:
PLANNING
ENQNEERING
SURVEYING
HUNSAKER
& ASSOCIA TES
SAN DIEGO, INC.
10179 Huennekens St~t
San Diego, Ca 92121
PH(858)556--4500 · FX(858)558-1414
DATE INITIAL
ENGINEER OF W0R REVIS ION DESCRIPTION
DATE INITI AL
OTHER APPROVAL CITY APPROVAL
LA COSTA GREENS
NEIGHBORHOOD 1.07
R:\0386\&Eng\lmprovements\Builder\0386ib06.d wg[ 0]Apr 18 2005: 15:09 W.O. No. 2352-117
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CENTERLINE DATA
C ) BEAR/NG/DELTA RADIUS LENGTH REMARKS
1 N 65"12'00" E 244.73'
2 37°56'00" 200.00' 132.41'
3 N 27"16'00" E 135.50'
CURB DATA
□ BEAR/NG/DELTA RADIUS LENGTH REMARKS
1 208°35'17" 3B.00' 13B.34' 6" 1YPE G C&:G
2 N B6"12'43" W 48.43' 6" 1YPE G C&:G
3 2B"35'17" 100.00' 49.90' 6" 1YPE G C&:G
4 N 65" /2'00" E 136. 17' 6" 1YPE G C&:G
5 37"56'00" 1B2.00' 120.50' 6" 1YPE G C&:G
6 N 27"16'00" E BB.50' 6" 1YPE G C&:G
7 N 27"1 6'00" E 88.50' 6" 1YPE G C&:G
B 37"56'00" 218.00' 144.33' 6" 1YPE G C&:G
9 N 65"12'00" E 244.73' 6" 1YPE G C&:G
WATER DATA
( l BEAR/NG/DELTA RAO/US LENGTH REMARKS
1 23"58'38" 323.14' 135.23' 8" PVC CL-150
2 N 65"12'00" E 136.22' 8" PVC CL-150
3 37"56'00" 211 .00' 139.69 ' 8" PVC CL-150
4 N 27"16'00" E 75.50' 8" PVC CL-150
• REFER TO CITY OF CARLSBAD ENG/NEER/NG STANDARDS -VOLUME 11,
CHAPTER 6, DIVISION 15, SECTION 15064, PART 3.5
•• USE 1 0' LENGTHS IN ACCORDANCE TO CITY OF CARLSBAD ENG/NEERING
STANDARDS -VOLUME II, CHAPTER 6, DIVISION 15, SECTION 15064,
PART 3.5
SEWER DATA
I l BEARING/DELTA RAO/US LENGTH REMARKS
1 22·12•17• 312.14' 120.97' 8" PVC
2 N 65'12'00" E 136. 17' 8" PVC
3 37°56'00" 200.00' 132.41' 8" PVC
4 N 27"16'00" E 135.50' 8" PVC
•
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HUNSAKER
& ASSOCIATES
SAN DIECO, INC.
10179 Huennekens Street
Sar, Diego, Ca 92121
PH(858)558-4500· FX(858)558·1414
I ---------------------·-1·--· --·
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40 0 40 so 120
SCALE 1"~40'
ENGINEER OF WORK
~ 1f,J£~41L-
RAND L. MARTIN
J , DATE
R.C.E. NO. 48670 EXP . 6/30/06
7fi/4g
DATE
1----+--+-------------t----r--r--i----. I SH~ET I CITY OF CARLSBAD ~
ENGINEERING DEPARH.IENT ~
~=='---======================'....'.:==:::;
DATE INITIAL
ENGINEER OF WOR REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
IMPROVEMENT ANO UTILITY PLANS FOR:
LA COSTA GREENS
NEIGHBORHOOD 1.07
OWN BY: ___ ~
CHKO BY: G \/P
RVWD BY:
PRO JECT NO.
CT 04-15
DRAWING NO.
427-6
R:\03S6\&Eng\lmprovements\Builder\03S6ib07.dwg[ □]Ap r 1 S 2005: 15:09 W.O. No. 2352-117
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SEE DWG 427-68 F01? IMP1?0VEMENTS
71
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77
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
PLANNING 10179 HIJeflfleKens Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(858)558-4500 · FX(858)558-1414
35+00 36+00
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SCALE 1 "~ 40'
ENGINEER OF WORK
Shfar
' DATE
R.C.E. NO. 48670 EXP. 6/30/06 ~v.ofESSIO:!t 1-----,,-A_S_B_U __ I __ L_T_" ___ ---i
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~ ~ 1---+---+----------------t---t---t---t---i
. ,
DATE INITIAL DATE INITIAL DATE l~ITIAL
ENG INEER Of WORI REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
IMPROVEMENT ANO UTILITY PLANS FOR:
LA COSTA GREENS
NEIGHBORHOOD 1.07
OWN BY: ____ _
CHKO BY: GV F?
RVWD BY:
PROJECT NO.
CT04-15
DRAWI NG NO.
427-6
R:\0386\&Eng\lmprovemen ts\Builder\0386ib08.dwg[ □]Apr 18 2005:15: 10 W.O. No. 2352 117
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SEE OWG ~27-68
FOR IMPROVEMENTS
77
MICA ROAD
SUBDIVISION
BOUNDARY
72
\ \
78
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
PLANNING 10179 Hueooekens Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(858)558-4500· FX(858}556-1414
LANE
ENGINEER OF WORK
RA~ L. MARTIN DATE . R.C.E. NO . 48670 EXP. 6/30/06
"AS BU IL T" ~ ~~ y,i_t:.-
' RCE 4:eG.10 EXP. CX:..,/b:::>f',o
a,e,,,,/14 (?'b ' DATE
REVIEWED BY: .,,,,,_ .dU_ 7/,/4s
.-----,---...,.------------------,----,r--,-::::::,~..,.""'T:'.::::::: _ _L.N.:.;S;;aP.;;EaaC.:.;TO:;.;R'--"/'--------------DA ... T .. E ___ --1
l---+---f--------------+---+-------t----t--------1 I SH~ET I CITY OF CAR LS BAD ~
ENGINEERING DEPARTMENT ~ ~==--===================='...'.:::::::= IMPROVEMENT AND UTILITY PLANS FOR:
LA COSTA GREENS
NEIGHBORHOOD 1.07
APPROVED or ·, LLOYD B. HUBBS
a:.;,., ;ce t'<Lf'I "° -ou•L-T 8WYN21 ;{f" ~cPb1tlf<. ,k. ,~e 12/ J 1/ of-L;;/,.,Diit
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DATE INITIAL DATE INITIAL ' DM'E INffiAL CHKD BY: h l/P
ENGINEER OF WORI REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY:
R:\0386\&Eng\lmprovements\Builder\0386ibD9.dwg[ O]Apr 18 2005: 15: 10
PROJECT NO .
CT04-15
DRAWING NO.
427-6
W.O. No. 2352 117
BIN :
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STREET STREET LATERAL DEPTH LENGTH DROP
STATION INVERT STATION ELEV. BELOW OF TO
LOT NO. OF AT MAIN OF AT PL LATERAL MAIN
LATERAL LATERAL PL FS TO IE
AT MAIN IE AT PL IE (1) (4) (2)
10 14+43.71 175.99 14+43.71 181.58 5.36 28.00 5.03
11 13+77.14 177.31 13+77.14 182.34 5.36 28.00 4.47
12 12+91.68 179.07 12+91.68 183.28 5.36 28.00 3.65
13 12+ 18.99 180.58 12+18.99 184.08 5.36 28.00 2.94
14 /It 51.04 IEJ/. 93 /It 51. 0'1 /84.BZ 5.36 28.00 2.33
15 10+35.69 184.29 10+45.68 186.32 5.36 42.02 1.20
16 9+97.36 185.07 41+01.50 CDS 187.45 5.36 46.50 1.45
17 10+01.56 184.98 40+ 17. 11 CDS 187.32 5.36 45.21 1.44
18 10+30.51 184.39 10+20.44 186.39 5.66 39.58 1.21
19 10+74.84 183.50 10+71.45 185.30 5.79 30.00 1.20
20 llt 20. 55 18?.5? /lf20. 55 18'1. 76 5.76 28.00 I. !bib
21 11+73.29 181.51 11 +73.29 184. 19 5.76 28.00 2.12
22 /It 98. 99 180. 98 llt98. 99 183. 90 5.76 28.00 2.3/o
23 IZ-t67. 7Z /79. 50 l2-t67.72 /83./4 5.76 28.00 3.08
24 13+ 13.48 178.63 13+ 13.48 182.64 5.76 28.00 3.45
25 13+56.26 177.76 13+56.26 182. 17 5.76 28.00 3.85
26 l4t03.8/ 176.78 /4t03.B/ II?/. 64 5.76 28.00 4, 30
27 14+51.80 175.83 14+51.80 180.91 5.86 28.00 4.52
28 13+79.39 140.66 13+79.39 145.47 5.36 30.00 4.21
29 13+25.62 137.33 13+25.62 141.38 5.36 30.00 3.45
JO 12+76.91 133.43 12+76.91 137.54 5.36 30.00 3.51
31 12+30.12 129.69 12+30.12 133.79 5.36 30.00 3.50
32 11+84.33 126.03 11+84.33 130. 13 5.36 30.00 3.50
33 14+87.91 116.57 14+87.91 123.55 5.36 28.00 6.42
34 l?t'/2.85 /18.?6 /41'/2.85 124. 29 5.36 28.00 5:27
35 13+80.15 119.27 13+80.15 124.63 5.36 28.00 4.80
36 13+24.66 120.66 13+24.66 125. 18 5.36 28.00 3.96
37 IZt59.99 122.26 /2t59. 99 /25.83 5.36 28.00 3.01
38 9+94.50 127.63 40+22.51 CDS 129.79 5.56 47.22 1.22
39 10+25.04 127.01 10+ 13.83 129.03 5.66 41.36 1 1 Q
40 10+59.68 126.31 10+54.43 128.08 5.80 32.56 1. 12
41 11+04.43 125.41 11+04.43 127.03 5.85 28.00 1.06
42 11+56.43 124.36 11+56.43 126.37 5.85 28.00 1.45
43 l3r4Z.68 120.2/ l3r'1-2.68 124.60 5.75 28.00 3.83
44 I? r50. 59 117. 51 /?t50.59 123.53 5.75 28.00 5.46
45 15+15.18 115.89 15+15.18 122.89 5.75 27.93 6.44
46 15+54.68 114.90 15+54.68 122.39 5.85 27.89 6.93
47 l5r83.60 114.17 l5t83.60 121.85 585 28.?2 7. II
48 l6t 53. 51 /12.84 16 r 53. 5/ /20.52 5.85 30.00 7.08
49 17+04.15 112.09 17+04.15 119.51 5.85 30.00 6.82
50 13+70.75 140.17 13+70.75 144.31 5.86 30.00 3.54
51 14+77.41 146. 14 14+77.41 151.72 5.36 30.00 4.98
52 15+37.53 149.51 15+37.53 153.32 5.76 30.00 3.21
53 15+93.39 152.63 15+93.39 155.48 5.65 30.00 2.25
54 16+48.13 155.47 16+48.13 157.27 5.78 30.00 1.20
55 17+00.16 157.74 17+00.16 159.22 5.65 30.00 .88
56 17+55.15 160. 13 17+55.15 161.50 5.65 30.00 .77
57 18+04.95 162.31 18+04.95 163.79 5.65 30.00 .88
58 18+53.99 164.44 18+53.99 166.24 5.45 30.00 I.Of
59 19+03.62 166.61 19+03.62 168.41 5.57 30.00 1.20
60 19+53.75 168.80 19+53.75 170.60 5.69 30.00 1.20
61 20t05.73 /70.54 20t05. 73 172.80 5.86 30.00 1.66
62 20+50.10 171.85 20+50.10 174.05 5.86 30.00 1.60
LAT.
SLOPE
%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2,(1()%
. ·--
2.00%
2.00%
2.00%
2.00%
2.00%
2.00% CL
LENGTH OF LATERAL
PL
2.00%
2.00% TC
2.00%
2.00%
2.00%
2.00%
2.00% DEPTH BELOW PL
2.00%
2.00%
2.00% 1.0' MIN.
z% MIN
2.00%
2.00%
2.00% DROP TO MAIN
2.00%
2.00%
2.00%
-·
--·---
HUNSAKER
& ASSOC/A TES
SAN DIEGO, INC
a-/1ai/ob ,e.LJ-1 ~.to~ e.l.JIL I
3·23·06 /?LM /1\/fcYISE SEWER LFITE/?!il Tf/BLE
PLANNING 10179 I lucnnekens Street DATE INITIAL
ENGINEERING San Diego, Ca 9212"1 ENGINEER OF WORt REVISION DESCRIPTION
SURVEYING Pl 1(858)558-4500· FX(856)558-'14"14
ENGINEER OF WORK
R~~~;z~ s/4/,,s-
'DATE
R.C.E. NO. 48670 EXP. 6/30/06
'!~\lftSS/~ "AS BUILT" :t, &)\l;OL~~ ~~~ I f.: ~ . ~~ ., .;r '" ill NO. t-48670 \,l ~ ~--LI""\ t.oe lli flip. 06-30-10 I i
DATE
~~"'" ~ REVIEWED BY: ~ '<i!t. Of C~l..~I)~ 7/i/oe & -/"_ ~--r --. -·--
INSPECTOR / ~ DATE A
cH1~1 -~ ~ CITY OF CARLSBAD
ENGINEERING DEPARTMENT 0
----· IMPROVEMENT AND UTILITY PLANS F'OR:
LA COSTA GREENS
NEIGHBORHOOD 1.07
,_
APPROVED ,9Y LLOYD B. HUBBS
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CITY ENGINEEii7RcE ?3/f/jg c,p 7?/37/()5 DATE -, '
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PROJECT NO. OWN BY:
DATE INITIAL DAfE l~TIAL CHKD BY: t:.1VP CT 04-15 427-6
OTHER APPROVAL : CITY APPROVAL RVWD BY: L I -DRAWING NO.
R:\0386\&Eng\lmprovements\Builder\0386ib I 0.dwg[ 0]Apr-18-2005: 15:11 W.O. No. 2352-117
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