HomeMy WebLinkAboutDWG 412-3A; MS 01-02; CALAVERA HILLS VILLAGE R; 01-04GRADING NOTES
(IN ADDITION TD THE REQUIREMENTS or CHAPTER 15. 16 or THE
CARLSBAO M/JN/CIPAL CODE.)
1. THIS PLAN SUPERSEDES All OTHER PLANS PREVIO/JSL Y APPROVE{) BY THE CITY
or CARLSBAO REGARD/NC CRAO!NC SHOWN ON THIS SET or PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAl"f ANY PORTION OF THE
CARLSBAD M/JNICIPAL CODE, RESOl/JT/ON or CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER AOOIT/ONAL DOC/JMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENC/NEER IN RESPONSIBLE CHARCE SHALL
REvfSE THESE PLANS WHEN NON-CONFORAMNCE IS DISCO"fRED.
3 CITY APPROVAL or PLANS DOES NOT RELIEVE THE DEVELOPER OR ENCINEER-or-
WORK FROM RESPONSIBILITY FOR THE CORRECTION or ERRORS AND OMISSIONS
DISCOVERED D/JRINC CONSTRIJCTION. ALL PLAN REvfS/ONS SHALL BE PROMPTLY
S/JBM/TTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT fR{)!.( THE CITY ENGINEER Will 8£ REO/JIRED FOR ANY
WORK IN THE PUBLIC RICHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE OF INSURANCE Ml/ST 8£ FILED NAM/NC THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
or /1,000,000.00 FOR EACH OCCURRENCE OF LIABIL/7Y. THE INSURANCE
COMPANY WRITING THE POLICY Ml/ST HAVE A RAT/NC OF :;:,• AND A SIZ[
CATE/JORY OF CLASS VAS ESTABLISHED BY 'BESTS" KEY RAT/NC CU/DE.
5. UNLESS EXEMPTED BY SECTION JO/. (b )5 OF THE UNIFORM 8/JILDINC CODE,
RETAIN/NC WALLS OUTSID.E OF PUBLIC RIGHT OF WAY REOUIRE SEPARATE
PERMITS FROM THE 8/JILDINIJ DEPARTMENT.
6. NO WORK SHALL 8£ COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENC/NEER DOES NOT AUTHORIZE ANY
WORK OR CRAO/NC TO 8£ PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID IJRAO/NIJ PERMIT HAS BEEN /SS//£0.
8. NO REVISIONS WILL BE MAO£ TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
or THE CITY ENC/NEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS ANO THE TITLE SHEET.
9. OR/CINA/ DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
S!CNED BY THE CITY ENC/NEER.
10. THE ORICINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL 8£ MAINTAINED TO
THE PROJECT SITE AT ALL TIMES OUR/NC CONSTRUCTION.
f 2. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C} COMPACTION
CURl-fS, SHALL 8£ SUBMITTED BY A PROFESSIONAL £NIJIN££R OF THE STATE or
CALIFORNIA, PR/NC/PALLY DO/NC Bl/SINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL 8£ SUBMITTED TO THE CITY ENGINEER/NC
INSPECTOR WITHIN TWO WORKING DAY.5 OF THE COMPLETION OF FIELD TESTS.
13 A SOILS COMPACTION REPORT ANO COMPLIANCE VERIFICATION REGARD/NC
ADHERENCE TO RECONMENDA T/ONS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE or A BUILD/NC PERN!T. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENC/NEER OF THE
STATE OF CALIFORNIA PRINCIPALLY DOING Bl/SINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL Fill OR FIJTURE FILL AREAS SHALL 8£ CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE
• EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELININARY SOILS
INVEST/CAT/ON. DAILY FIELD CONPACT/ON REPORTS WILL BE SUBNITTED TO THE
PROJECT INSPECTOR.
14. A PRFCONSTRUCT!QN /JFFTINC $HAI! BE HF{Q AT TH( ,Wf PR/QR TQ TH(
BF GINNING QF HVR/C AND 'iifAII B[ A TTFNDFD BY Al I RFPJ?FSFNTATIY[S
RESPONSIBLE FOR CONSTRUCTION. INSPECTION. SUPERVISION. TEST/NC AND ALL
OTHFR ASPFCTS Of TH[ WORK, THF CONTRACTOR SHALL SCHEDULE THE NEETINC
THROUGH THE PERMIT CLERK(438-f/6/ 8xl.4323) AT LEAST Fl"f(5) WORK/NC
DAYS PRIOR TO STARTING CONSTRUCT/ON. APPROVEO DRAWINGS MUST BE
AVAILABLE PRIOR TO SCHEOULINIJ. THE GRAD/NC PERMIT WILL 8£ PROVID.ED BY
TH£ PROJECT INSPECTOR AT THE M£ETINIJ.
f 5. ALL INS?FCT!ON REQIJFSTS OTHER THAN FOR PRFCQN.VRUCTtON l,{FFTING WILL BF
VAQF SY C4tUNG TH[ FNCINFfR/NC 24-HQUR INSPFCTION RFQU£ST UNf AT
(760} 438 J89UNSP£CT!ON R£/}/J£STS /JUST BE R[CFIVEJJ PRIOR TO 2·00 P.M.
ON TH£ DAY 8£FOR£ THE INSP£CT!DN IS NE£0£D. INSPECTIONS WILL 8£ MAD.E
THE NEXT WORK &I Y UNLESS YOU REC!UEST OTHERWISE. REOU£STS AMOE AFTER
2:00 P.11. WILL 8£ SCHEOULED FOR TWO FULL WORK DAY.5 LATER.
16. THE OWNER ANO/OR APPLICANT THROUGH THE DE'/£LOP£R AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT ANO /.IAINTAIN ALL SAFETY DEVICES, INClUOINC
SHORING, AND SHALL BE SOlEL Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAW.S AND R£CULATIONS.
f 7. THE CONTRACTOR SHALL CONFORM TO LABOR COOE SECTION 6705 BY SUBM!mNC
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOW/NC
THE DESICN OF SHOR/NC, BRACING SLOPING OR OTHER PROVISIONS TO 8£ MAO£
OF WORKER PROTECTION FROM THE HAZARO OF CAl4NIJ GROUND OUR/NC TH£
EXCAVATION OF SUCH TRENCH OR TRENCHES OR OUR/NC TH£ PIP£ INSTALLATION
THEREIN. THIS PLAN Ml/ST BE PR£PAR£0 FOR ALL TRENCHES FIVE FEET (5) OR
MORE IN DEPTH AND APPROVEO BY THE CITY ENGINEER AND/OR CONC£RN£0
ACENCY PRIOR TO EXCAVATION. IF THE PW/ ~RIFS: FRO/I THE SHORING SYSTEM
STANOAROS £STA8l!SH[D BY TH£ CONSTRUCT/ON SAFE.TY ORDERS. TITLE 8
CALIFORNIA ADMINISTRATIVE COQF TH( PLAN SHALL Bf PREPARED BY A
R[GIST[R[D £NGINFFR AT TH£ CONTRACTORS fXPFNSF A COPY or THE OSHA
EXCAVATION PERMIT MUST 8£ SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION.
18, NO BLAST/NC SHALL BE P£RFORl,IED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM TH£ CITY OF CARLS.BAO. SUBIT APPLICATION FOR BLASTING
P£RNIT WELL IN AOVANC£ or TH£ SCHEDULING OF BLASTING OPERA T/ONS.
19. IF ANY ARCHAEOLOCICAL RESOURCES ARE OISCOVER£0 WITHIN ANY WORK AREA
DUR/NC CONSTRUCTION, OPERATIONS WILL CEASE IM!.(EDIAT(LY. ANO THE
PERMITTEE WILL NOTIFY THE CITY ENC/NEER. OPERATIONS Will NOT RESTART
UNTIL TH£ P£RM!TTEE HAS RECEIVED WRITTEN Al/THOR/TY FRON THE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON TH£ SITE OR AOJACENT THERETO, INCLUDING
WARM/NC UP, REPAIR, ARRIVAL, DEPART/JR£ OR OPERATION OF TRUCKS,
EARTHMOVING EC){J!PMENT, CONSTRUCTION EC!UIPMENT AND ANY OTHER ASSOCIATED
IJRAO!NIJ £QUIPM£NT SHALL 8£ LIM/TEO TO THE PERIOD BETWEEN 7.·00 A.M. ANO
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR CRAOING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST or CITY
HOLIDAY.> IS AVAILABLE AT THE £NG/NEER/NC DEPART/.IENT COUNTER.}
2 t. ALL OFF SIT£ HAUL RO/JTfS SHALL Bf SU81,(/TT£0 BY THE CONTRACTOR TO THE CITY ENC/NEER FOR APPROVAL TWO FIJLL WORKING OAY.5 PRIOR TO BECINNINC OF
WORK.
22. IMPORT MATERIAL SHALL 8£ OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPRO"fD BY TH£ CITY ENC/NEER. THE CONTRACTOR
SHALL BF RESPONSIBLE FOR ANY D(BRIS QR DAMAGE OCCURRING AL ONG TH[ HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
23. BRUSH SHALL BE REMO"fO ONLY WITHIN TH£ AREA TO BE CRAO£D. NO TR££S ARE
TO BE R£MO"fD UNLESS SPECIF/CALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAINCRAOINIJ RESULT/NC IN TH£ PONO/NC or
WATER IS NOT P£R/,I/TTED. ALL EARTHEN SWALES ANO DITCHES SHALL HAVE A
1,1/NII.IUM ON£ PERCENT Sl OP£
25. THESE PLANS AR£ SUBJECT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPRO"fD BY
TH£ CITY ENGINEER OR AS DIRECTED BY TH£ PROJECT INSPECTOR.
26. ALL SLOPES SHALL 9E TRIMMED TO A FINISH IJRAD.E TO PRODUCE A UNIFORM
SURFACE ANO CROSS SECTION. TH£ SIT£ SHALL BE LEFT IN A NEAT ANO
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL 8£ RENOVED
AND DISPOSED OF AT A SIT£ APPROVED OF BY THE CITY £NIJIN££R.
27. ALL SLOPES SHALL BE IRRICATEO, STABILIZED, PLANTED AND/OR HYDROSEEDED
WITHIN TEN (10} Ll4Y.5 OF TH£ TIME WHEN .JgQI SLOP£ IS BROUGHT TO GRAD£
AS SHOWN ON THE APPROVED GRAD/NC PLANS.
CARLSBAD TRACT NO. MS. 01-02
GALA VERA HILLS WLLA GE 'R'
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REOUIR£D
BY TH£ CITY or CARLSBAD LANOSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO. 4I2-3L, ANO/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
29. TH£ OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
THE WORK OF THESE CRADINC PLANS WITH THAT SHOWN ON BOTH TH£ LANDSCAPE
ANO /RR/CATION PLANS AND THE INPROVEN£NT PLANS AS REQUIRED FOR THIS
WORK IN ACCOROANCE WITH THE LANOSCAP£ MANUAL TIME REC!UIR£MENTS.
30. STORM DRAIN PIP£ SHALL 8£ REINFORCCD CONCRETE PIPE WITH A MIN/NUN
D-LOAD or 1,350. FOR PRNATE STORM DRAIN P!PCS, UP TO 15" M .MAY B£
UTILIZED PROVIDED DEPTH IS 1£SS THAN 15 FEET AND BACKFILLED WITH 3/4"
ROCK PER SDRSD S-4 TYPE 't" AND PIPC MC£TS ASTN STANDARD 3034 FOR
SOR 35 SOLID WALL PIPE.
31. WHERC AN EXISTING PIPE LINC IS TO 9E ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BU/LO/NC
OR STREET AREAS AND REPLACED WITH PROPERLY COMPACT£0 SOILS. IN OTHER
AREAS THE PIPE Will 8£ PLUCCED WITH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENC/NEER.
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXIST/NC FAC/l/T/£S
(ABOVE IJROUNO AND UNDER CROUND} WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD or CRAOINC TO PERA/IT TH£ REVISION or TH£ GRAD/NC PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THC PROPOSED
WORK.
33 TH£ CONTRACTOR SHALL NOTIFY AFFECTElJ UTILITY COMPANIES (SEE BELOW} AT
LEAST 2 FIJLL WORK/NC DAYS PRIOR TO START/NC GRAD/NC NEAR THEIR
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALCRT
SOC&E
PACIFIC BELL
ADELPHIA CABLE COMNUN/CATIONS
CITY OF CARLSBAO(STREETS & STORA/ DRAIN}
CITY or CARLSBAD(SCWCR, WATER & RECLA/NCO WATER)
34. PERMIT COMPLIANCE RCQUIREM£NTS:
f-800-422-4133
f-800-660-7343
f-800-892-0I23
(160)438-7741
(160}434-2!J80
(160)438-2722
A. FOR CONTROLLED GRADING-TH£ APPLICANT HIRES A CIVIL ENGINEER,
SOILS CNGINEER. AND/OR IJ[OLOIJ!ST TO /JIVE TECHNICAL ADVICE,
08S£M AND CONTROL TH£ WORK IN PROGRESS /15. 115.120 A.BJ
CARLSBAD MUNICIPAL COO£.
8. PRIOR TO FINAL APPRQf/4L OF A GRADING PERI,{![-THE FOLLOW/NC
RCPORTS NUST 8£ SUBMITTED TO THE CITY CNIJIN££R VIA THE
PROJECT INSPECTOR /IS. 115.120 A. !OJ CARLSBAD MUNICIPAL CODE.·
(1) FINAL REYORT BY SUPERl4SINC GRAD/NC £NC/NEER STAT/NC ALL
GRADING IS COMPLETE. All EROSION CONTROL, SL OP£ PLANTING
AND /RR/CATION AR£ !NSTALL£0 IN CONFORMANCE WITH CITY
COD£ AND THC APPROVED PLANS (OBTAIN SAMPLC OF COMPLIANCE
LETTER FROM CITY £NC/NEER/NC D.EPARTMENT}.
(2) AS-BUILT GRAD/NC PLAN.
(3) REPORT FROM THE SOILS ENC/NEER, WHICH !NClUD.ES
RECOWENDCD SOIL BEAR/NC CAPACITIES, A STAT£MCNT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, ANO SUMMARIES OF
FIELD AND LABORATORY TESTS. THC REPORT SHALL ALSO
INCL UDE A STA TENENT BY THE SOILS ENGINEER THAT TH£
IJRADINIJ WAS DONE IN ACCOROANC£ WITH THE REQU/R£11£NTS AND
RECOMMENDATIONS OUTLINED IN THC PRELIMINARY SOllS RCPORT
ANO ANY SUPPLEN£NTS THERETO.
(4) REPORT WITH AS-BUILT IJ£0LOC/C PLAN, IF REQUIRED BY THC
CITY.
35. UNLESS A CRAO!NIJ PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (I)
lii!R AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE RFC!UIRED
TO 8£ RESUBMITTED FOR PLANCHCCK. PLANCHCCK FEES WILL BC REQ/JIREO FDR
ANY SUCH RECHECK.
36. TH£ SOILS REPORT nnED UPDAT£ OF G[OTECHN/CAL REPORT. CA/AVERA HlllS, ffl,IAGE a''.
CITY or CARSLBAD, CALIFORNIA DAT£0 OCT. 20, 1999 PREPARED BY GFOSO/LS. INC. SHALL
8£ CONSIDERED AS A PART or THIS GRADING PLAN. All IJRADINC SHALL BE OONE
IN ACCORDANCE WITH THE RECOMMENDATIONS ANO SPECIFICATIONS CONTAINED
IN SA/0 SOILS REPORT:
£NGIN££/? NOTES
I. REVISION or THESE PLANS MAY BE REOUIRED IF THE PROPOSED
/MPRO"fMENTS AR£ NOT CONSTRUCTED PRIOR TO THC DEADLINE OAT£ OF THE
/NPRO"fMENT ACREEN£NT.
2. THE EXISTENCE ANO LOCATION OF UTILITY STRUCTIJRES AND FACILITIES SHOWN
ON TH£ CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF TH£ A VAILABL£
RECORDS. ATTENTION IS CAlLCD TO TH£ POSSIBLE EXISTENCE OF OTHER
UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT
FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAK£ {JU£
PRCCAUT/ONARY MEASURES TO PROTECT THC UT/LIT/CS SHOWN ON T/IE PLANS AND
ANY OTHER CXISTINIJ FACILITIES OR STRUCTURES NOT SHOWN.
3 THE CONTRACTOR SHALL VERIFY THE LOCATION or ALL EXIST/NC FACILITIES
(ABOVEGROUND AND UNDCRIJROUND) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF THE CONSTRUCT/ON TO P£RN!T THC REVISIONS OF TH£ CONSTRUCTION
PLANS IF IT IS FOUND THAT THC ACT/JAL LOCATIONS ARC IN CONFLICT WITH
THE PROPOSED WORK.
DECLARATION OF RESPONSIBLE CHARGE
I HEREBY D.EC/ARE THAT I AM THE ENC/NEER OF WORK FOR THIS
PROJECT, THAT I HA"f EXERCISED RCSPONSIBLC CHARCC OVER THE
DCSIIJN ON TH£ PROJECT AS {JCFINCD IN SECTION 6703 OF TH£ 8/JSIN£SS
ANO PROFESSIONS COD£, AND THAT TH£ DESICN IS CONSISTENT WITH
CURRCNT STANDARDS.
I UNDERSTAND THAT THE CHCCK OF PROJECT DRAWINGS ANO
SPECIFICATIONS BY THE CITY or CARLSBAD DOES NOT RELIEVE ME,
AS £NG/NEER or WORK, or MY R£SPONS!B/LIT/£S FOR PROJECT OESICN.
0 VAY CONSULTANTS, INC.
2710 LOKER Al-fN/JE WEST, SUITE /DO
CARLSBAD, CALIFORNIA 92008
(760}/!}7f00 It.,
-~-r•=
KEITH W HANSEN
R.C.E. NO. 60223 EXP. 6/J0/04
S,OILS £NG/NEER~ CERTIFICATE
i, 't>A~IQ W. ~l<.l:.ll°'1 , A RCCISTERED CIVIL
ENGINEER or THE STATE or CALIFORNIA, PRINCIPALLY DOING BUS/NCSS
IN TH£ FIELD OF APPLIED SOILS N£CHANICS, HEREBY CERTIFY THAT A
SAMPLING ANO STUDY or THE SOIL CONDITIONS PREVAlCNT WITHIN THIS
SITE WAS MAD£ BY M£ OR UNDER MY DIR£{T/ON ON OCTOBER 13, 1999 AND
A LETTER UPDATE DATED SEPT z.s,ioo>, TWO COPIES OF THC SOILS
REPORT COMPILED FROM THIS ST/JOY, WITH MY RECOMMENDATIONS AND LETTER
UPOATE, HAVE BEEN SUBNITTED TO THE omcE OF THE CITY £NG/NEER.
S!CN£D:_/.~~,u~Al:"'~~-
P.E. NO .. · ~ 7 fJ S-1
DATE. (!)t:-T 2 2-. 200 :J
LICENSE EXPIRATION DATE ~ z../J, lo l t I
OWNER~ CERTIFICATE
I (WC) H£RCBY CERTIFY THAT A REGISTERCD SOILS ENGINE:ER OR
GEOLOGIST HAS BEEN OIi WILL BE RETAINED TO SUPERVISE OVER-ALL
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
THIS SITE. l LL.:::__ / <'/-,,,2,./ 0~
NAME .,, /) v-r-{~
CITY OF OC£',NS/OE:
75
CITY OF ENCINITAS
VICINITY MAP
NO SCALC
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NO. 168-292-26
THE CAl/FORNIA COORDINATE INDEX or THIS PROJECT IS N cl§§ E.1511
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY
SAN.LO AERIAL SURVEYS, DATE JANUARY 11, 1999.
DATE.
CIVIL ENGINEER
D'.OAY CONSULTANTS, INC.
2710 LOKER Av.£ WEST, SUITE 100
CARLSBAD, CALIFORNIA 92008
(160) 931-7700
LEGAL DESCRIPTION EARTHWORK OUANTIT/£S
PARCEL ;.i' or LOT LINE ADJl!ST/.IENT PER
FILE NO. 2000-053706, REC. SEPTEMBER 20, 2000.
OWNEH/0£V!LOPEH:
CALAVERA HILLS II, LLC
A CALIFORNIA LIMITED LIABILITY COMPANY
2727 HOOVER AVENUE
NATIONAL CITY, CA 91950
(679} 336-3673
BENCHMARK:
DESCRIPTION: STANDARD 11-10 STREET CCNTERLINE
WCLl MONUMFNT
LOCATION: C£NTERL!NC OF EL CAMINO R£Al
AT ENGINEER'S STAT/ON 454+92
PER R.S !800-1
RECORD FROM: COUNTY BCNCH LEVELS (NO. COUNTY !.£RT.
CONTROL DATA}
ELEVATION: 68.479 DATUM.· N.C.V.O. or 1929
CUT: .., CY
FILL: 1..f.00 CY
IMPORT.· 7.570 CY
7,600 CY FROM owe. NO. 390-!}A.
N, 'OT£· THESE QUANTITIES ARC FOR BONDING PURPOSES ONLY.
THEY DO NOT INCLUDC SHRINKAGE OR EXPANSION OR
REMEDIAL GRAD/NC QUANTITIES. ACTUAL QUANTITIES
MAY VARY.
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
WORK TO 8£ DON£
THC CRAOINC WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS ANO FILLS,
REMEDIAL GRAD/NC, ORAINAIJE FACILITIES, EROSION CONTROL FACILITIES, AND
PLANTING or PERMANENT LANOSCAP/NC AND PREPARATION OF AS-BUILT CRADINC PLANS,
AS-BUILT C£0LOC!C MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
or PLANS ANO THE CITY STANDARDS, SPECIFICATIONS, REOU!RENENTS, RESOLUTIONS
AND OROINANCES CITED ON THESE PLANS.
THC IJRADINIJ WORK SHALL BE PCRFORNED IN ACCORDANCE WITH THE FOLLOW/NC
DOCUMENTS, CURRENT AT THE TIME or APPROVAL OR AS OIRECT£D BY THE CITY
£NC/NEER.·
f. CARLSBAD MUNICIPAL CODC
2. CITY or CARLSBAD STANDARDS.
3 THIS SET or PLANS.
4. LETTER OF APPROVAL WITH CONDITIONS, OATED 10 /36 / tJ 3 .
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GRCEN BOOK).
6. SOILS REPORT AND RECOMNENOATIONS BY GEOSO/LS. INC. DATED OCT: 20, 1999
nnEO UPDATE OF G[OTECHNICAL R[PORT. CALA!'c"RA HILLS, l,fLIAGE 1(
CITY OF CARSLBAI), CALIFORNIA ANO ADDENDUM OATEO SEPT, 23. 2003.
7. THE SAN DIC/JO REGIONAL STANDARD DRAWINGS AND AS NAY BC NODIFIED BY THE CITY OF CARLSBAD STANDARDS.
8. £NVIRONMCNTAL APPROVAL DOCUMENTS DATED JULY 6, 1994, RESOLUTION NO. 4460.
9. STORM WATER NANACCMENT PIAN, DATED SEPTEMBER 19, 2003
L c-roc-J.1n NOT£: QUANTITIES SHOWN HEREON AR£ FOR BONO/NG PURPOSES ONLY.
i;, IJJ;,/YIJ ACTUAL QUANTITIES AIAY VARY.
DESCRIPTION STO. OWG. SYAIBOL QUANTITY
SU8[)/VISION BOUNDARY, , , , • , , , , , , , , , , , , , , -------
LOT LINES , , , • , , , , , , , , , , , , , , , , , , , ,
OIR£CTION OF ORA/NACE, , , , , , , , , , , , • , , , •
£X!SllNG CONTOUR , , , , , , , , , • , , , , , , , • ,
OAYL!GffT LIN£ , • , , , • , , , , , , , , , , , , , , , ,
CUT/ FILL LINE, , , , , , , • , , , , , , , • , , , , ,
EXIST/NC SPOT ELEVATION. , , • • , , , , , , , , , , • •
CUT OR FILL SLOPE LINES • , . • , , • , , , , , , , •
PAD ELEVATION t O I I I I I I I O O • I O I t o + I
EXISTING WATER SERVICES, , , , , ••••••••• , , , •
CXISTINC SCWCR SERVICES, • , , • , • • • , • • • • • • •
56' ROW
10' 18'
5.5'
"'3"':.,
-___ ,10-
--'"--11----r .J]JJJ-
:r
213. 1 I
-----'WI _,
---{Cf;
18' 10'
5.5'
~ EXIST: A.C. PAVEMENT~
i-J--t:2.=~=i-l=== n===:::b=-= n =-.Jt::=n::l--~ ~ ---------~---------EXIST CIJR.
& CUTTER EXIST: S!OE:WALK
EXISTING GORGE PLACE
NOSCAL.E
C~/~TS
DESIGNED BY: li,B. DATE: MARCH iooQ
DRAWN BY: T.G. SCALE: AS SliOWN_
PROJECT MGR: K.H, JOB NO.: 98-1020
2770 Lok:er Avenue West Civil Enginserin'il ENGINEER OF WORK: Suite 100 Planning
Corlabod, CCJlifomia 92008 Processing /idL. f,.__ 760-931-7700 Surveying
DATE: /d/~2/t?.3 Fax: 760-931-8680
, oddyClodoyeoneultont..eom KEITH W. HANSi."N RCE: 60223
PLANNING DEPARTMENT APPROVAL "AS BUILT"
IM..,"£,ll'lp~ W~M•04. DATE: 11faS'°/D3
(SIG
!IICIIAEL J. HOLZMILLER, PIANNING DIRECTOR RCE EXP DATE ~ DATE:11 /~/"'> REV!E\,IED BY, (SIGNED)
RECOIIIIENDED BY: En:. c. M.,.. /II 0 ~
(PRINT Nilll!)
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
INSPECTOR DATE
I SH,ET I CITY OF CARLSBAD I SH,TS I
ENGINEERING DEPARTMENT
GRAD/NC ,t ENOS/ON CONTROi. Pl.ANS FOR:
CALAVERA HILLS
VILLAGE 'R'
APPROVED LLOYD B. HUBBS ~ r
.-4 ~ •cw'"""'~ ~.;/,, CITY ENGIN PE 2{ajt EXPIRES 12-31-05 I~;;! D E
OWN BY: PROJECT NO.
CHKD BY: "''-'
DRAWING NO.
RVWD BY: -M.S. 01-02 412-JA
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ff·,,"' ~ ,1,-\ W/
----~3~L--~-
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SCALE: 1 • -200'
EASEMENTS:
.... ....
rn 150' ELECTRICITY TRANSMISSION EASEMENT TO SX&E 1/ECOf/OEO JUNE I,
1953 IN 8()0/( 4874, PACE 143 OF omc!AL 1/[COROS.
rn
20' TREE TR/1.11.(!NC EASEi.iE NT TO SOC&£ 1/ECOROEO JUN£ /, I 953 IN
BOOK 4874, PACE 143 OF OFFICIAL I/ECOi/OS.
AN EASEMENT FOR CABLE TELEWSION FACIL/T/[S ANO INCIDENTAL
PURPOSES IN FAIIOR OF DANIELS CABLEWSION INC, REC SEP 26,
AS FILE No. 90-526046 OF OFFICIAL I/ECOi/OS. THE ROUTE OR
LOCATION CANNOT BE OETERAIINEO FROM SA/0 INSTRUMENT,
20' WIN ACCESS EASEMENT TO S.O.G.& £ I/ECOi/OE!)
JUN£ /, 2000 AS FIL£ NO. 2000-0287573.
-I j
"-; 5'
MIN. j.........,
11~ I 2%
\ lYP
LOT LINE
TYPICAL BLOC. FOOTPRINT
fF = PA0+0.67'
4" SAN0/4'CONC.
1990
\
_L,-----,J -+-t-14% I.IAX. AT STEEPEST
... "' -"'I" SIDE OF DR/1£WA y ~ "~
___ ..L....J..--L.i-,-.....,..--f---,,1-,,,,.,.,.,.~ROW
' WALK
NOTE: f) LOTS Uf/1 SURFACE DRAIN CURB & CUTTER
2) TYPICAL LOT ORA/NACE PER GS-15.
TYPICAL LOT DRAINAGE DETAIL
NO SCALE
WELD 6'
I
3/8" PLATE OR L/2 PER PLAN
IIO.O HASP FOIi LOCK W/
LOCK BOX TO THE SATISFACTION
OF THE CITY INPSECTOR.
I
LDT 168
!WAP 12951
PAO= 272.0
'
273.25
X
________ _,,,,,,-."'
,,-/" \
//' ~~ ·, · ..
/ ·.. '.
1/EFLECTORS
BOTH SIDES 2 3/8" STEEL PIP£ (TYPICAL)
4" POST SET IN Cf/0/JNO.
CATE UPRIGHT MAI)£ or
4 1/2' WHICH SLIPS
OVER 4' PIP[
4.5' STEEL PIPE
' ...
4 • STEE.'L POST S£T IN CONCIIETE
kj SOCttE ACCESS CONTROL GATE
NO SCALE
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2710 Loker A.,enue Weet Civil Engineering
Suite 100 Plcmning
Corlebod, Colifornio 92008 Processing
760-931-7700 Surv<'lying
Fox: 760-931-8680
odoyOodaycon11ulh:mh1,com
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0. 5. 20~· iiiiiiiiiiiiiiiiiiiiiiiiiiiiiii
10· -40' ----
SCALE: 1 " = 20'
.
DESIGNED BY: H.R. DATE: hlARCH 2000 "AS-BUILT
DRAWN BY: T.G. SCALE: 1" = 20'
PROJECT MGR: K.H JOB NO.: 98-1020
P.E. EXP.
ENGINEER OF WORK: REVIEWED BY: J:4:/L DATE td !tt/ds
KEITH W. HANSEN RCE: 60223 INSPECTOR
LDT 161
;WAP 12951
"
DATE
DATE
I
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27
X
LOT 168
MAP f2fJ5f
fr 102'34 '58 •
, ____ 11=48.00' ---~
L=85.94'
272.21
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26,
------
BENCHMARK:
DESCRIPTION:
LOCATION:
RECORD FROM:
ELEVATION:
STANDARD M-10 STREET CENT£RLINE
'/JIJENT WELL !.ION,
CENTERLIN. ~ OF £L CAI.I/NO I/EAL
ell's STA 1/0N 454+92
800-1
AT ENC/NE,
PER RS I
COUNTY BENCH LEVELS (NO. COUNTY 1£1/T,
'ATA) CONTROL 0
68479 DATUM: NG.V.O. or 1929
I 272.0
26165
X
I
DATE INITIAL
ENGINEER OF WORK
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1,
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27 3. 7 I
LDT 16B
1!1AP 12951
PAO• 274.2
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274
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?fi8.7
I S2ET I CITY OF CARLSBAD 1 sH,TS I
ENGINEERING DEPARTMENT
GRADING PLANS FOIi:
CAL.4 V£H.4 HILLS
VILL.46£ 'R'
APPROVED LLOYD B. HUBBS 8 )"
~ ~ 1a; ~ ~~-4._ 9.1 CITY cNGINEt°"'PE 23889#"'EXPIRES 12-31-05 E
DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CrTY APPROVAL
CHKD BY:~
RVWD BY: M.S. 01-02 .f.12-JA
G \j.,l.·,\,c1J()2\%102C\:!820RCU2 J;,,rg Cii_:I_ ::'~'. ?.00i'> J:49prn
:~refs: 96LJ\G; Yt\207~04; ~5LORMAI', 9820RGR); 9B2J,str; 982071JTI_
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REOUIRED, CONTACT ftl/(I<~ AT~f(?.5z~ • /'17'{.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCT/ON OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO TH£ SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL 8£ RESPONSIBLE AND SHALL TAK£ NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM TH£ FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
8.
C.
D.
E.
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STATE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIFICATIONS AND THE FOLLOWING:
A. HYDROSEEDING SHALL BE APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER
WHEN THEY ARE:
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR
STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS
EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PR EC/PITA TION SPRINKLER HEADS PROVIDING 100% COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE.
2. AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM.
3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW)
f. 1 /2 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM
EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE I NOC ULA TED WITH A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
BROADCASTING BEFORE HYDROSEEDING.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
j. NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF
THE STRAW INTO THE SOIL.
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH
15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRI;.
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE.
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
PUB/JC RIGHT-
OF -WAY
. -t _"' ~'MIN.~ • tE J rn t1 J"~
EXISTING GROUND
j
14'MIN.
PRQN
PUBLIC RIGHT-OF-WAY
PROVIDE APPROPRIA TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT-OF-
WAY
STABILIZED CONSTRUCTION ENTRANCE
"' ,,,lli,,,I l,}l~:;.;@~~"l"ti!:; .,,-ml l,;lli
c;lli~-.. -m-m-m-4" VERTICAL FACE
QIBfDDING omn.
ANGLE FIRST STAKE TOWARD
PREVIOUSLY LAID BALE ---..._ !;~-·~ ;f~ ', ·• .
FLOW -----l►
~~!.!:.l:a
t!I' '~ --
--WIRE OR NYLON
BOUNO BALES
. PLACED ON THE --CONTOUR
2 RE -BARS,STEEL PICKETS, OR
2"X 2" STAKES 1 1/2' TO
2' IN GROUND
ANCHQRtHG QUAIL
" DRAINAGE AREA LESS THAN 1 ACRE
STRAW BALE DIKE
1. SIT POSTS ANO EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM ANO
ALONG THE LINE OF POSTS.
----------~ / ..--·
~ _.,-. _,,
~J]~[ll!l1
J. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE ANO EXTEND IT
INTO THE TRENCH.
2. STAPLE WIRE FENCING TO
THE POSTS.
4 IN (10 CM)
4. BACKFILL ANO COMPACT THE
EXCAVATED SOIL.
SILT FENCE
FILL SLOPE
MIN.
2 FT
(0.6 M)
EARTHEN RIDGE
UNLINED SWALE & BERM
GRAVE:L FILTER
.. :::::: ·:.-:::.·.'' · ... ······-····-··· -·-· -·· ...... ,. ···-.. , ....
'11-I 'I RUNOFF , .l..m_ - _ - _ -_--_ -
WATER WITH -illmll.millrr;!liml I 1111 I 1 SEDIMENT ----cTT ITT ! IT 111 I I
·•11= 11 II
SEDIMENT
WIRE SCREEN
FIL TEREO WATER ..... --
DROP INLET
WITH GRATE
~--coNCRETE BLOCK
BLOCK-SCREEN-GRAVEL SILT BASIN
DROP INLET
WITH GRATE COMPACTED SOIL
TO PREV[NT PIPING
STAKED
STRAW BALE
·'Tj-7_
-,-.,._,--,---,-T","1 ~ ~
$TRAW BALES
STAKED WITH TWO
STAKES PER BALE
END AND SIDE
OVERLAP AT
CORNERS
FLOW
HAY BALE SILT BARRIER
GRAVEL BAGS OVERLAP
ONTO CURB
.,,,
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILL WAY
J FT (0.9 M) MIN.
THREE LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GRAVEL BAGS
4"-6" LOGS
24"
LOG CHECK DAM
A
A B
,\x=,V..-,£11
<Y"N ·"' _p
-W;;':fi'~/::ttf.~~.61 ..
"'-. 11~11 ;1 I 1;;;lli;',,lli;;,lli;;;I I 1, •
POINTS A SHOULD BE HIGHER THAN POINT B
HAY BALE CHECK DAM
6 IN (15 CM)
24 IN (61 CM)
A
j
COARSE AGGRE~~RATE I
FLOW -24 IN (61
0 I
CM)
(B)
L=DISTANCE SUCH THAT POINTS
A AND 8 ARE OF EQUAL ELEVATION
L
m -m-m .. 1
GRAVEL CHECK DAM
..... ..... .....
VERTICAL SPACING
VARIES BETWEEN
8' TO 10'
NOT[' INSTALL FIBER
ROLL AL ONG A LEVEL
CONTOUR
..... ..... .....
12" MIN
..... .....
FIBER ROLL
~• MIN.
I.
MAX~• SPAONG
SE£ DETAIL ABOVE
FIBER ROLL
C~~TS
2710 Loker Av,mue West Civil Engineering
Suite 100 Planning
Cor1e:bad, California 9200B Processing
760-931-7700 Sur.1eylng
Fax: 760-931-8680
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
I,EGEND
DESCRIPTION
STABILIZED CONSTRUCTION ENTRANCE
STRAW BALE DIKE
SILT FENCE
UNLINED SWALE & BERM
D-75 LINED SWALE
BLOCK-SCREEN-GRAVEL SILT BASIN
HAY BALE SILT BARRIER
LIMITS OF CLEARING & GRADING
GRAVEL BAGS
PUNCHED STRAW
LOG CHECK DAM
HAY BALE CHECK DAM
GRAVEL CHECK DAM
RIPRAP
FIBER MAT
FIBER ROLLS
I
DESIGNED BY: H,I!. DATE: l'EBIIIWY ..,,.,J
DRAWN BY: ,.o. SCALE: _ NO SCALE
PROJECT MGR: K,H, JOB NO.:Jl-1020
ENGINEER OF WORK:
vJ__, //_ .•. DATE /d/0/,j
KEllll W. HANSEN RCE• 60223
I SHJT I
SXMBQL QUANTITY
1 EA.
-----
740 LF
ooocx::x:x:x:x: 20 EA
13747 SF
~, 210LF
"AS BUILT"
RCE EXP. DATE
REV!E'wED BY:
INSPECTOR DATE
CITY OF CARLSBAD I SH,TS I
ENGINEERING DEPARTMENT
£ROS/ON CONTROi. Pl.ANS FOR: '
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
CAlAV£HA HILLS
VILLAGE 'H'
APPROVED LLOYD B. HUBBS gy
~ 4 r -~ .ve-;~;,,, · "' Cl ENGl;:;c........-. PE 23118 --"EXPIRES 12-31-05 ,"'Jly-,
DAE
OWN BY: PROJECT NO. DRAWING NO. CHKD BY: o. <.:i
RVWD BY: ~ M.S. 01-02 412-JA
G: \jobs\2002\981020\9820RGC3.dwg Oct 22, 2003 3: 53pm
Xrcfa: 9A/0RG
c..,
0 -.1:1,,.
/
/ /
LOT 168
MAP 12951
PAD= 212.0
EASEMENTS:
[I]
[!]
150' ELECTRICITY TRANSMISSION EASEMENT TO SOC<k[ RECORDED JUNE I,
1953 IN 800K 4874, PAGE 143 OF OfflCIAL RECORDS.
20' TREE TR/WING EASEMENT TO SOC&:[ RECOROEO JUNE f, 1953 IN .
800K 4814, PACE 143 OF omc!AL RECORDS.
AN EASEMENT FOR CABLE TELEVISION FACILITIES ANO INCIOENTAI.
PURPOSES IN FAVOR OF OANIELS CABLEVISION INC., REC SEP. 26, 1990
AS FILE No. 90-526046 OF OFFICIAL RECORDS. TH[ ROUTE OR
LOCATION CANNOT 8E O[TERM/NE[} FROM SAID INSTRUMENT.
20' WIN ACCESS EASEJIENT TO S.O.G.<k £ RECORDED
JUNE I, 2000 AS FIL[ NO. 2000-0281573.
c~~2,
DESIGNED BY: H.R. DATE: ~ARCH 200Q
DRAWN BY: T.G. SCALE: 1" = 20'
PROJECT MGR.· K.H. JOB NO.: 98-1020 s
2710 Loker Avenue West Civil Enginll'!ll'!ring
P.E.
273.25
X
ti 5' 20' -----1 o· 40'
SCALE: 1' • 20'
"AS-BUILT
EXP.
ENGINEER OF WORK: REVIEWED BY: S1.1ite 100 Planning ~t. .. Processing Carlsbad, California 92008
DATE/d/ll/43 760-931-7700 Sur11eying -Fox: 760-931-8680
odoyOodoyconsultants.com Kt'ITH W. HANSEN RCE: 60223 INSPECTOR
LOT 187
!WAP 12!J51
"
DATE
DATE
274
X
LOT 166
MAP 12!J51
5
BENCHMARK:
DESCRIPTION:
LOCATION:
RECORD FROt.1:
ELEVATION:
STANDARD M-10 STREIT CENTERLINE
1/M[NT WELL MON
CENffRl/Ni E OF EL CAMINO REAL
ER's STATION 454+92
800-1
AT £NGIN£,
PERR.SI
COUNTY 8. ENCH LEVELS (NO. COUNTY VERT.
DATA) CONTROi.
68. 47g OATVM: N.C.V.O. OF /(;29
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LOT 18!J
!YIAP 12!J51
PAO -214.2
ABANOONEO
/RR/CATION l/NE
TO 8[ REl,f()ltf'O
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274.S
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269.52
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~ CITY OF CARLSBAD I SHEss 1 1---if----+---------------t------t--t------j---J L___i__J ENGINEERING DEPARTMENT .,.
1----1----l---------------+---+---t--t-----J
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
£HOS/ON CONTNOl. Pl.ANS F'OH:
CALA VERA HILLS
VILLAGE 'R'
APPROVED LLOYD B. HUBBSO' • . .J_ tm-◄--•~ ~~--· er ENGINEPE 23aa<ExP1REs 12-31-os
PROJECT NO.
M.S. Of-02
DRAWING NO.
412-JA
C ~
.s:,. ~
0 ....
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