HomeMy WebLinkAboutDWG 440-5E; CT 02-17; FAIR OAKS VALLEY LOTS 15-18, 20-22; 01-02GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF TI-if
CARLSBAD MUNICIPAL CODE, RE:SOLUT/ON OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUME:NTS LJSTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE: SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCT/ON. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE:, A
CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILJTY. THE INSURANCE:
COMPANY WRITING THE POLICY MUST HAVE A RA11NG OF "A-" OR BETTER
AND A SIZE CATEGORY OF CLASS V OR BETTER AS E:STABLISHED BY "BESTS" KEY
RA TING GUIDE.
5. UNLESS EXEMPTED BY SECTION J01.(b)5 OF THE UNIFORM BUILDING CODE:,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCE:D UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE: ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPE:RTY OWNE:R'S PE:RMISSION
HAS BEEN OBTAINE:D AND A VALID GRADING PfRMIT HAS BE:EN ISSUED.
8. NO REVISIONS WILL BE MADE TO 11-ifSf PLANS WITHOUT TI-if WRITTEN APPROVAL
OF THE CITY E:NGINEE:R, NOTED WITHIN THE REVISION BLOCK, ON 11-if
APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET.
9. ORIGINAL ORA WINGS SHALL BE:COME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY 1HE CITY E:NGINEER.
10. THE ORIGINAL ORA WING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO F1NAL ACCEPTANCE OF THE WORK BY THE
CITY.
11. ACCESS FOR FIRE: AND OTHER E:MERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12. WHE:RE TRENCHE:S ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENG/NEE:R OF THE STA TE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE F1ELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO 1HE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
1J. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING
ADHE:RENCE TO RECOMMENDATIONS OUTLJNED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE
STA TE OF CALJFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE: FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE Wl1H 1HE CITY OF CARLSBAD STANDARD SPECIF/CA T/ONS AND THE
" EARTHWORK SPEC/F1CA TIONS • A TTACHE:D TO THE PRE:LJM/NARY SOILS
INVEST/GA TION. DAILY F1ELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECQNSIRl/CDON MFFTING SHAil BF Hf/ Q AT 1Hf SI TE PRIOR TO THE
BFG!NNfNG OF WORK AND SHAil BF A DfNDFD BY All /lfPRFSfNTA IlYfS
RESPONSIBLE: FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER
ASPFC1S OF 1Hf WORK THE CONTRACTOR SHALL REQUEST A PRECONSTRUCT/ON
MEETING BY CALLING THE INSPECTION LINE: AT (760) 4J8-JB91 AT LEAST FIVE(5)
WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON. THE CONTRACTOR WILL 1HEN BE
CONTACTED BY THE PROJE:CT INSPE:CTOR TO COORDINATE A DA TE AND TIME FOR THE
PRECONSTRUCT/ON MEETING. APPROVED ORA WINGS MUST BE AVAILABLE PRIOR TO
SCHE:DULING. 11-if GRADING PERMIT WILL BE PROVIDE:D BY THE PROJECT INSPE:CTOR
AT 11-if ME:E11NG.
15. All INSPECTION RFQl/fSTS QTHEB THAN FOR PRFCQNSIBUCDON MfEVNQ 117ll BE
MADE BY CAIi iNG Il:iE ENGINFERING 24 HOUR INSPECTION REQ11£$T I INF AT
(760) 438-3891. INSPECTION REQUEST 1,/l/ST BF RFCFIYEQ PRIOR TO 2; 00 eu
ON TI-if DAY BE:FORE THE INSPECTION IS NEEDE:D. INSPECTIONS WILL Bf MADE:
11-if NEXT WORK DAY UNLE:SS YOU RE:QUE:ST 01HERW1SE. RE:QUE:STS MADE AFTER
2: 00 P.M. WILL BE SCHEDULE:D FOR TWO FULL WORK DAYS LATER.
16. 11-if OWNE:R AND/OR APPLICANT THROUGH 7Hf DE:VELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DE:VICES, INCLUDING
SHORING, AND SHALL Bf SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFE:TY AND HE:AL1H STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE: SE:CTION 6705 BY SUBMlmNG
A DETAIL PLAN TO THE CITY ENG/NE:ER AND/OR CONCE:RNE:D AGE:NCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM 11-if HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR 1RE:NCHES OR DURING THE PIPE INSTALLA T/ON
11-IE:Rf/N. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES F1VE FEET (5J OR
MORE: IN DEPTH AND APPROVED BY THE CITY fNG/NffR AND/OR CONCE:RNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM 1Hf SHORING SYSTEM
STANDARDS E:STABL/SHED BY TI-if CONSTRUCT/ON SAFETY ORDE:RS. TITLE B
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS RE:QU/RE:D
BY 11-if CITY OF CARLSBAD LANDSCAPE: MANUAL, TI-if LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO. 440-5L, AND/OR AS DIRE:CTED BY 11-if CITY
ENGJNEE:R OR PLANNING DIRECTOR.
29. TI-if OWNER/APPLICANT SHALL INSURE: THAT ALL CONTRACTORS SHALL COORDINATE
THE WORK OF 7HfSf GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE:
AND /RR/GA T/ON PLANS AND THE IMPROVEME:NT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME: RE:QU/REMENTS.
JO. WHE:Rf AN EXISTING PIPE: LINE: IS TO BE ABANDONE:D AS A RESULT OF 1H£
GRADING OPE:RA T/ON, IT SHALL BE RE:MOVED WIT/-1/N T\\ENTY FEE:T OF BUILDING
OR STREET AREAS AND RE:PLACED WITH PROPE:RLY COMPACTED SOILS. IN 011-ifR
ARfAS TI-if PIPE: WILL Bf PLUGGE:D WIT/-/ CONCRE:TE OR RE:MOVED AS APPROVED BY
11-1£ CITY ENGJNE:ER.
J1. THE: CONTRACTOR SHALL VERIFY TH£ LOCA 710N OF ALL E:XISTING FACIL/TIE:S
( ABO'IE GROUND AND UNDE:R GROUND ) WITHIN 11-if PROJECT SITE SUFFICIE:NTL Y
AHE:AD OF GRADING TO PERM/ T Tl-If REVISION OF Tl-IE GRADING PLANS IF IT IS
FOUND 11-IA T 1Hf ACTUAL LOCA T/ONS ARE: IN CONFLICT WITH TI-if PROPOSED
WORK.
J2. THE CONTRACTOR SHALL N011FY AFFECTED UTILITY COMPANIE:S (SEE BELOW) AT
LE:AST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NE:AR 11-if/R
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY RE:PRE:SENTA TIVE.
UNDERGROUND SE:RVICE: ALERT
SDG&E
PACIFIC BE:LL
TIME: WARNE:R CABLE
CDX COMMUN/CA T/ONS
CITY OF CARLSBAD (STRE:EST & STORM DRAIN)
*CITY OF CARLSBAD {SEWER, WATER & RE:CLA/ME:D WATER)
*SAN DIE:GUITO WA TEii DISTRICT
*LEUCADIA WAS/EWA TER DISTRICT
*VALLECITOS WA 7ER DISTRICT
*OLIVENHAIN WATER DISTRICT
*BUENA SAN/TAT/ON DISTRICT
*AS APPROPR/A TE
JJ. PERMIT COMPLIANCE RE:QUIRE:MENTS:
800 422-41:JJ
800 660-7J4J
800 892-0123
760 438-7741
760 806-9809
760 434-2980
760 438-2722
760 6JJ-2650
760 75J-0155
760 7 44-0460
76 75J-6466
76 726-1340
A. FOR CONTROLLED GRADING -7HE APPLJCANT HIRE:S A CIVIL fNG/NffR,
SOILS E:NGINE:ER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSE:RVE AND CONTROL THE WORK IN PROGRESS {15.16.120.8}
CARLSBAD MUNICIPAL CODE.
8. PRIOR TO F1NAL APPROVAL Of A GRADING PERMIT -11-if FOLLOWING
REPORTS MUST Bf SUBMITTED TO THE CITY E:NG/NEE:R VIA 1HE
PROJE:CT INSPECTOR {15.16.120.9&10} CARLSBAD MUNICIPAL CODE:
(1) F1NAL RE:PORT BY SUPERVISING GRADING ENGJNE:ER STA TING ALL
GRADING JS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND /RR/GA 110N ARE INSTALLED IN CONFORMANCE WITH CITY
COD£ AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTME:NT).
(2) AS-BUILT GRADING PLAN.
(J) RE:PORT FROM TI-if SOILS E:NGINEE:R, WHICH INCLUDE:S
RE:COMME:NDE:D SOIL BEARING CAPACITIE:S, A STA TEME:NT AS TO
11-1£ E:XPANSIVE QUALITY OF 7Hf SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE: A STATEME:NT BY 1H£ SOILS ENG/NEE:R THAT TI-if
GRADING WAS DONE IN ACCORDANCE: 1'1111-i 11-if REQUIRE:MENTS AND
RE:COMME:NDA T/ONS OUTLINED IN Tl-IE PRE:LIMINARY SOILS Rf PORT
AND ANY SUPPLEME:NTS 11-IERE:TO.
( 4) RE:PORT 1'1111-i AS-BUILT GE:OLOG/C PLAN, IF RE:QUIRE:D BY 11-if
CITY.
J4. UNLESS A GRADING PE:RMIT FOR THIS PROJE:CT IS ISSUE:D WITHIN ONE: (1)
YEAR AFTER TI-if CITY E:NGINEE:R'S APPROVAL, 11-ifSf PLANS MAY Bf RE:QU/RED
TO Bf RE:SUBMITTED FOR PLANCHECK. PLANCHECK FffS WILL Bf RE:QUIRE:D FOR
ANY SUCH RECHE:CK.
J5. TI-if SOILS RE:PORT T/TLE:D PRELIMINARY GE:OTECHNICAL INVEST/GA T/ON. SHE:LLEY PROPERTY.
CARLSBAD, CALIFORNIA PRE:PARE:D BY GE:OCON INC. GE:OTECHNICAL CONSULTANTS,
DATED NOVEMBER 27 2001, AND UPDATE REPORT ENT/71£D UPDATE GEOTECHNICAL
INVFSTIGA VON SHEil EY f'ROPFRTY CARI SBAD CAIIFORNIA QA TED ,H./NF 26 2006, SHALL Bf
CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN
ACCORDANCE: Wl1H TI-if RECOMMENDATIONS AND SPECIF1CA 7JONS CONTAINED IN SAID SOILS REPORT.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE 11-IA T I AM THE: E:NGINE:E:R OF WORK FOR THIS PROJE:CT, 11-IA T I
HA VE E:XERCISED RESPONSIBLE CHARGE OVER THE DE:SIGN OF TI-if PROJECT AS DE:FINED
IN SECTION 670J OF 1HE BUSINESS AND PROFESSIONS CODE:, AND 1HA T THE DESIGN JS
CONSISTENT WITH CURRE:NT STANDARDS.
I UNDERSTAND THAT TI-if CHECK OF PROJE:CT DRAWINGS AND SPECIFICATIONS BY
CITY OF CARLSBAD DOES NOT RELIE:VE ME, AS ENGINEE:R OF WORK, OF
RESPONSIBILITIES FOR PROJE:CT DESIGN.
FIRM: PASCO LARET SU/7ER & ASSOC/A TES
ADDRE:SS: 5J5 N. HIGWAY 101 SUITE A
TI-if
MY
~:.,
OMWD NOTES
1. CONTRACTOR TO MAINTAIN MINIMUM J FEET OF COVER OVER E:XIST/NG OMWD FAC/LJTIES
AT ALL 11MES DURING CONS1RUCT/ON
2. RAISE EXISTING VAL VE CANS (SEE UNIT G & UNIT G-1 PIPELINE: DWGS 464-22 & 22-50)
TO MATCH FINISH GRADE: PE:R OMW STANDARD DRAWINGS.
J. PROTECT IN PLACE:. RE:MOVE, AND/OR HIGHLINE EXISTING FACILITIES AS DIRECTE:D
BY OMWD RE:PRE:SE:NTA TIVE.
4. DISTRICT REPRESENTATIVE SHALL BE PRE:SENT AT ALL TIMES DURING CONSTRUCT/ON
NEAR E:XISTING OMW FACILIT/E:S.
LWD SEWER NOTES
1. ALL SE:WER WORK TO Bf DONE IN ACCORDANCE: WITH FAIR OAKS VALLE:Y IMPROVEME:NT
PLAN CITY OF CARLSBAD DWG. NO. 440-5.
NOTES:
.:1. SEE CITY OF CARLSBAD DWG. 440-5A FOR MASS GRADING & DWG.
440-5 FOR STREET IMPROVEMENTS.
2. PERMANENT BMP BIORETENTION BASIN PROPOSED FOR ENTIRE
SUBDIVISION. PER DWG. 440-5A.
3. SEE DWG. 440-5A FOR EARTHWORK GUANTITIES FOR ENTIRE
SUBDIVISION.
NOTE: -
VICINITY
11-if FOLLOWING LOTS MARKED WITH A 00 ON TI-if PLAN
SHE:E:TS RE:QUIRE A SEWER BACKFLOW PREVENTION VAL VE:
CITY OF OCEANSIDE
LOT # SEE TABLE SHEET
15 ............... 2
17 ............... 2
18 ............... 2
20 ............... 2
21.......... . .. 2
22 .. , ............ 2
HIGHWAY :>a
PACIFIC
OCEAN
MAP
AVE
CITY OF ENCINITAS
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK 15 REQUIRED, CONTACT JACK HfPWORTH. PHONE: (760) 91/f--6768
2. EQUIPMfNT AND WORKERS FOR EJ.181GENCY WORK SHALL BE MADf AVAILABLE AT ALL 1/1,/ES DURING
THf RAINY SEASON. ALL NECESSARY MATERIALS SHALL Bf STOCKP/LfD ON SITE: AT CONVENIENT
LOCA 1/0NS TO FACILITA 1f RAPID CONsmucnON OF TEMPORARY DfVICES WHEN RAJN IS EJ.1/NfNT.
J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MOD/FlfD IWTHOUT THE APPROVAL OF THE VIG/NEERING INSPfCTOR.
4. THE CONmACTOR SHALL Rf5TORE ALL EROS/OIi CONmOL DfVICES TO WORKING ORDfR TO THE
SA 1/SFAC1/0N OF THE CITY fNG1Nf81 AFTER fACH RUN-OFF PRODUCING RAINFALL.
5. THE CONmACTOR SHALL INSTALL ADD/llOIIAL EROSION cONmOL MfASURES AS MAY BE REQUIRED
BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERA 1/0NS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONmACTOR SHALL BE RESPONSIBLE AND SHALL TAKf NECESSARY PRECAU1/0/15 TO PREVENT PUBLIC mESPASS ONTO AREAS WH81E IMPOUNDED WATERS CREA 1f A HAZARDOUS COND/1/0N.
7. ALL EROSION CONmOL MEASURES PROVIDfD Pm 1HE APPROVED GRADING PLAN SHALL BE INCORPORA 1ED HfREON.
8. GRADW AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPf AT
7Hf CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTE:CllVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF fACH WORKING
DAY WHEN THE FIVE(5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PfRCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AF7ER EACH RAJNFALL.
CITY OF VISTA
,,__o~
CITY OF
'----" u SAN MARCOS
CAMINO JUNIPERO
SITE
CALIFORNIA ADMINIS7RA TIVE CODE. 1HE PLAN SHALL BE PREPARED BY A
REGISTERFQ ENGINFER AT THE CQNIBACTORS EXPENSE A COPY OF TI-if OSHA
EXCAVATION PERMIT MUST Bf SUBMITTED TO 11-if INSPECTOR PRIOR TO
CITY, STA TE: SOLANA BE:ACH CA
TELE:PHONf: (85ii-B)'----"'2"'59c,----'8-"-2'-'i12'1'1-,---------
IB No. 73620
o:: Exp. 12/31/1 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE 111TH J/4 INCH MINIMUM AGGREGRA1E.
EXCAVATION.
18. NO BLASTING SHALL BE PE:RFORME:D UNTIL A VALID BLASTING PE:RMIT HAS BEE:N
OBTAINE:D FROM TI-if CITY OF CARLSBAD. SUBMIT APPL/CAT/ON FOR BLASTING
PE:RMIT K-ELL IN ADVANCE: OF THE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE: DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCT/ON, OPERATIONS l\!LL CEASE IMl,/EDIATEL)'. AND TI-if
PERM/TTEE WILL NOTIFY Tl-If CITY ENG/NEE:R. OPERATIONS WILL NOT RE:START
BY: _@1/~ h-2/a,. '-DATE::_:j_). /z -~/4 ~
. (WILLIAM G. MACK)
R.C.E. N0.:,-'-'7Je,6~2"-0 ____________ _
REGISTRA110N EXP/RA 110N DA TE:---'-'12"-/.-"31"-/-'-16"-------
UNTIL THE PERMITTEE: HAS RfCflVED WRITTEN AUTHORITY FROM TI-if CITY SOILS ENGINEER'S CERTIFICATE ENGINEER TO DO SO.
20. ALL OPE:RAT/ONS CONDUCTED ON THE SITE OR ADJACENT 11-ifRETO, INCLUDING /, 5f:/NJJ lJ~ , A REGISTERED CIVIL
WARMING UP, RE:PAIR, ARRIVAL, DEPARTURE OR OPE:RA TION OF TRUCKS, ENG/NE:E:R OF THE STA TE OF CALIFORNIA, PRING/PALL y DOING BUSINESS
E:AR1HMOVING EQUIPME:NT, CONSTRUCTION EQUIPME:NT AND ANY OTHER ASSOC/A 7£D IN TH£ FIELD OF APPLIE:D SOILS MECHANICS, HEREBY CERTIFY THAT A
GRADING E:QU/PMENT SHALL BE LIM/7£D TO THE PE:R/0D BETK-EEN 7: 00 A.M. AND SAMPLING AND SWDY OF THE: SOIL CONDITIONS PRE:VALE:NT WITHIN THIS
6:00 P.M. E:ACH DAY, MONDAY 11-IRU FRIDAY AND NO EAR1HMOVING OR GRADING SITE WAS MADE: BY ME: OR UNDER MY DIRE:CTION BETWEEN THE: DATE:S OF
OPERATIONS SHALL Bf CONDUCTED ON K-EEKE:NDS OR HOLJDAYS. (A UST OF CITY 1---1oJ. r, , 20 O\ AND fe'.ll:. ,./ ,201,,--• TWO
HOLIDAYS IS AVAILABLE: AT THE ENGINEER/NG DE:PARTME:NT COUNTER.) COPIES OF THE SOILS REPORT COMPILED FROM THIS SWDY, WITH MY
21. ALL OFF SITE HAUL ROUTE:S SHALL Bf SUBMITTED BY TI-if CONTRACTOR TO THE RE:COMMENDA110NS, HAS BE:E:N SUBMITTED TO THE OFFICE OF THE CITY
CITY ENG/NE:ER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF ENGINEER. AUL WORK.
22. IMPORT MATERIAL SHALL Bf OBTAINE:D FROM, AND WAS7E MATERIAL SHALL Bf SIGNED: -"---'"'--'---=='----------
CIVl\.
11. SHOULD GERMINA1/0N OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFEC1/VE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, 1HE SLOPES SHALL BE STABIUZfD BY
PUNCH smAW INSTALLED IN ACCORDANCE 111TH SEC1/0N J5.02J OF THE EROS/OIi AND SEDIMENT CONfflOL HANDBOOK OF THf DfPARTl,/fNT OF CONSERVA1/0II, STATE: OF CALJFORNIA.
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON 11-IE:Sf PLANS WAS GE:NE:RA TED BY AE:RIAL
PHOTOGRAPHIC ME:11-IODS FROM INFORMATION GA 11-ifRED ON
SEPTEMBE:R 1, 2000 BY TOWILL, INC.
TOPOGRAPHY SHOWN HERE:ON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
1H/S PROJECT IS LOCATED Wl1H/N ASSE:SSORS PARCEL NUMBER(S)
223-061-01, 223-061-02
TI-if CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS:
N 1978 E 6268.
LEGEND OF ABBREVIATIONS
TC TOP OF CU'lB
GB GRADE BREAK
HP HIGH POINT
LP LOW POINT
FL FLOW Ll/'E
FS FINISH:D SLf/FACE
FG FINISH GRADE
ST STREE:T
TW TOP OF WALL
BW BOTTOM DF WALL
NTS NOT TO SCALE
GFF GARAGE: FINISH:D FLOOR FACE
FF FINIS/ED FLOOR
RIW RIGHT OF WAY
GFB GARAGE FINISH:D FLOOR BAO<
BF SEWER BACKFLOW PREVENTION
VALVE:
,
REFERENCE DRAWINGS
CT 99-04 DWG. 9J7-1A
DWG. 440-5 & 440-5A
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF 1HE CONSTRUCTION OF ALL CUTS AND FILLS,
REME:DIAL GRADING, DRAINAGE FACILITIE:S, EROSION CONTROL FACILITIES, AND
PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS.
AS-BUILT GE:OLOG/C MAPS AND RE:PORTS, ALL AS SHOWN OR RE:QUIRE:D ON THIS SE:T
OF PLANS AND THE CITY STANDARDS. SPEC/F1CA TIONS, RE:QUIRE:ME:NTS. RE:SOLUTIONS
AND ORDINANCE:S CITED ON THESE: PLANS.
TI-if GRADING WORK SHALL Bf PfRFORME:D IN ACCORDANCE WITH 7Hf FOLLOWING
DOCUME:NTS, CURRE:NT AT 11-if TIME OF CONSTRUCT/ON, AS DIRE:CTED BY 7Hf CITY
ENG/NE:ER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
J. THIS SE:T OF PLANS
4. CITY OF CARLSBAD RE:SOLUTION NO. 6JBJ. 6384 & 6JB5 DATE:D 2-6-2008
5. TI-if STANDARD SPEC/F1CA T/ONS FOR PUBLIC WORKS CONSTRUCT/ON (GR£E:N
BOOK).
6. SOILS RE:PORT AND RE:COMMENDA T/ONS BY GE:OCON INC.
DA TED NOVEMBE:R 27, 2D01 & UPDATE RE:PORT DA TED JUNE 26. 2006
7. TI-if SAN DIEGO RE:G/ONAL STANDARD DRAWINGS AND AS MAY Bf MOD/F1£0 BY
7Hf CITY OF CARLSBAD STANDARDS.
8. CALJFORNIA COASTAL COMMISSION DE:VELOPMENT PERMIT CONDITIONS
DATED NIA
9. E:NVIRONME:NTAL APPROVAL DOCUME:NTS DATED SEPTEMBER 27, 2005
10. STORMWA TER POLLUTION PRE:VENT/ON PLAN (SWPPP) PREPARED BY PASCO LARET SUITER
& ASSOCIATES DA 7£D OCTOBER 31. 2012 WDID NO. 9 37C367923
11. STORM WATER MANAGE:MENT PLAN PRE:PARE:D BY PASCO LARE:T SUITER & ASSOC/A TES
DA TED _ QCTQB£R 25. 2012
12. CALJFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND
CALTRANS CONSTRUCTION SITE BMP MANUAL.
DESCRIPTION
SUBDIVISION BOUNDARY
PROPOSE:D LOT LINE
PROPOSE:D LIMIT OF PAD
FIRE BUFFER LINE
PROPOSED CONTOUR
PROPOSE:D INDEX CONTOUR
E:XISTING CON TOUR
E:XIS11NG /NDE:X CONTOUR
RIGHT OF WAY
LJMIT OF GRADING
2: 1 MAX SLOPE:
LEGEND
6" CURB & GUTTER (PE:R SE:PARA TE PLAN)
RE:TAIN/NG WALL (PER SE:PARA TE PLAN)
PROPOSE:D BUILDING
PROPOSE:D STORM DRAIN
BUILDING SE:TBACK LINE
PROPOSE:D ROOF LINE
SfK-ER MAIN (PE:R SE:PARA TE PLAN)
SEK-ER LATERAL (PER SE:PARA TE PLAN)
WATER MAIN (PER SEPARA 7E PLAN)
WATER SE:RVICE: (PE:R SfPARA TE PLAN) .
PROPOSE:D ARE:A DRAIN
PROPOSED HARDSCAPE
PROPOSED FLO'M./NE
SE:K-ER BACKFLOW PREVENTION VAL VE
SYMBOL -------
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------,Gl_Q]c-----
/ .-.. -, '-C::;
-------
'¥ '¥ '+'.
____ I ___ _
---~_,,--s----
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--·-fJ---'1"--
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C
~--···-------·-
DEPOSITED AT, A SITE APPROVED BY 11-if CITY E:NGINEE:R. THE CONIBACTOR BENCH MARK
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG 1HE HAUL GE /p£ NO 01~-z.71J I SH1ET I CITY OF CARLSBAD m "'. ROUTES OR ADJ"CfNT sm~ETS AS A RE:SULT OF THE GRADING OPERATION. . •/'. • ·'~~' ~-~---------~. o.
n '°'-DE:SCR/PT/ON: WP OF CONCRETE posr MARKED KJ02 1935 2 '
2J. BRUSH SHALL Bf REMOVED ONLY WITHIN 7Hf AREA TO BE GRADED. NO TREE:S ARE: DATE.· _"7/'?o,,_l-z.,/=~7'--·----------LOCATION: SEE SAN DIEGO COUNTY NORTH COUNTY \IER11CAL CONTROL 1----+----t------------------i---,---r---,-, ENGINEERING DEPARTMENT ~ I
TO Bf RE:MOVED UNLE:SS SPECIF/CALLY NOTED ON THE PLAN. .f, -DATA BOOK FOR BE:NCHMARK KJ02 1---t----t------------------i---,---r---,-7 I ,J .9 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RE:SULT/NG IN TI-if PONDING OF / / ELEVATION: 53.3.JBR DATUM: NAVD 29 PRECISE GRADING PLANS FOR: 01:: '-fl,, ~ WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHE:S SHALL HA VE A LICE:NSE EXP/RATION DA TE: G, 7"' Zo/5=: ~ ~ il {
MINIMUM ONE: PERCE:NT SLOPE. BLACKSTONE RANCH !:; ,;;;; -
25. THESE PLANS ARE: SUBJE:CT TO A SIGNED AND APPROVED SET OF EROSION LO TS 15 TO 18 & 2 0 TO 2 2 :::, 1il :; ~ CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY u, ' 0 "'
TI-if CITY ENGINEE:R OR AS DIRE:CTED BY 11-if PROJECT INSPE:CTOR. OWNER'S CERTIFICATE 2 S N G 1--"" '.; 1'
26. ALL SLOPES SHALL Bf TRIMMED TO A F1NISH GRADE: TO PRODUCE: A UNIFORM APPROVE~ • A ELDERT 11 o !:!:! ,-;'-, ~
SURFACE: AND CROSS SECTION. 7Hf SITE SHALL Bf LE:FT IN A NEAT AND I {WE:) HE:REBY CE:RTIFY THAT A RE:GISTERE:D SOILS E:NG/NEER OR ~__::__::J:;.2~~~Mld~L-:---,,-----..., , 0 I I 5 :a:: J, ::.
ORDERLY CONDITION. ALL STONES, ROOTS OR 011-ifR DE:BRIS SHALL Bf RE:MOVED GE:OLOG/ST HAS BE:E:N OR WILL BE RE:TAINED TO SUPERVISE: O\'ER-ALL CITY ENGi ER PE 63912 EXPIRES 9 30 16 DATE ..J ·,ff:::
AND DISPOSED OF AT A SITE APPROVED OF BY Tl-If CITY ENG/NEE:R. GRADING ACTIVITY AND ADVISE: F TH£ COMPACTION AND STABILITY OF -,; •
THIS SITE j DWN BY: WGM PROJECT NO. DRAWING NO. ..,. .. 27. ALL SLOPES SHALL Bf IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSE:E:DE:D • ,:5 / r.s-DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: _5):tA_ CT 02 _ 17 440 _5 E_ ~ ,~ ~
l--~Wl~TI-i~/N~IB:N~(l:O~~~D~A~YS::O~F~7H~E~Tl:M~E~WH~E:N~E!AC=H~S=L=O~PE~IS~BR~O=U~GH~T~~TO~GR=A=Df~--------==~~!=~======~~==:...--------------------------------------~E~N~Gl~NE~E;R~O;F~W;oR;Kk==~R;E~V~IS;l;O;N~D;E;S;C;R;IP=T~l;O~N====~O~ltl~E~R~A;PP;R;O~VAL~~C;ITY~AP~P;R;ov;A~L~gR~VW~DgB~Y~: ~~~~~~§:~~~=gg:~~~~~ .... a.; ; ; AS SHOWN ON 7Hf APPROVED GRADING PLANS. D rr: -.. _
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Thu, Mar 26, 2015 1451 PRECISE GRADE PLANS
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SEWER BACKFLOW VALVE TABLE
LOT# 1ST FLOOR 2ND FLOOR COMMENTS
15 YES J
jn ~ J
~ J ·-~ YES NO
KEY MAP
SCALE: 1 "=250 '
LOT AREA TABLE
LOT # GROSS AREA SF PAD AREA SF
12872 8315
LOT13
OPEN SPACE
SLfJDIVISI/JN BOLl'lJARY
LOT LINES
LOT NOS.
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2, YES
22 ., NO ·~· ~ogg_-+_-w-8300--1 4" AfflllM £RAIN
TG PER PL4N
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ff.AT ,op smucrURAL FORM
POLYOU:flN ATRIUM GFIATE: WflH INHIBITOR, OPE:N SURf'AtE ARl::A TOP OF GRATE: EL!YA'IJON PER PWJ
Tfot PER Ff.AN
4" A mRM £RAIN
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FF PER PLAN
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MANUFACTURED JOINTS
AREA DRAIN DETAIL
AfEA DRAIN
TG PER PLAN
N.T.S.
FF PER PLAN --~
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3' 1:i:_ 3'
"
f!~:j f j.:·:r:·f~il.l::.~I ;f:-:PAD!'91 fl!;AN
! I [::I 11::.J f 11 111::11 CJ 11=51 · .,-'--~ · ' '-'-·~ "'-1 1 1 --"i l I~---•! 1 1-
UNIT 1 COURTYARD DETAIL
N.T.S.
jQ'/i3' CAJ
PER PLAN
5,5' I ___ _A,fj.L_l .5'
ORIYEHAY APRON c:iRIVEWA Y WALKHAY PER PLAN PER srnsD G-14
9.67% 1.5%
i 2' I '"'1-RAf.isrrr ... ·
I
7% MAX ..
7% MA:it~ .
RETAINING WALL DRAINAGE
CONNECTION DETAIL
NOT TO SCALE
FF=PER PLAN
'
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-. ' ·-; '' ·.•-:·.
DROP GARAGE DETAIL
VARIES 2'
1 HAIISITiue
~% MAJ5.
\
7% MAX -~--
. . 13:r M<lx_ 0.5% /./IN
N.T.S.
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GARAGE SLAB PER
SOILS fEPORT
· GARAGE SLAB PER
SOILS fEPORT
2-3" BELOH
STRAIGHT GRA~ :c.:..J
" -DRIVEWAY TRANSITION DETAIL 5-6 ABOVE
STRAIGHT GRAIE
NOTE:
NOTE: SEE CITY OF CARLSBAD DWG. 440-5A FOR MASS GRADING & DWG. 440-5 FOR STREET IMPROVEMENTS.
AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN SINGLE-FAMILY
DWELLINGS.
N.T.S.
!'ESSl
)CRE't,
J )~d.A.
No. 736
p. 12/3
1Vl\.
"AS BUILT"
M/J~)lAt -ffe-5/4-
RCE.l'¼~ EXP.t.t.J~c))_ DATE
INSPECTOR
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