HomeMy WebLinkAboutDWG 405-6C; CT 01-03; CALAVERA HILLS VILLAGE E-1; 01-08GRADING NOTES
(IN ADDmON TO THE REQUIREMENTS OF CHAP1£R 15. 16 OF THE
C4Rl.SBAD MUNICIPAL CODE.)
1. THIS PIAN SUPERSEDES ALL OTHER PWIS PREVIOUS!. Y APPROVED BY THE CITY
OF CARt.S!W) REG4RD/NG GRADING SHOWN ON THIS SU OF PIANS.
2. APPROVAL OF THIS PLAN DOES NOT I.ESSEN OR WAIVE ANY PORTION OF THE
CARI.S8AD MUNICIPAL CODE, RESOLUTION OF COND/T70NAL APPROVAL, CITY
STANDARDS OR 011-/ER ADDITIONAL DOCUIAENlS LISTED HERroN AS 1HE'f MAY
PERTAIN TO 11-1/S PROJECT. 11-IE: ENGINEER IN RESPONSIBLE CHARGf: SHALL
REVISE 1HESE Pl.ANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVM. OF PLANS DOES NOT REUEVE THE OEVELOF'ffi OR £NGINEER-OF-
WORK FROM R£SPONSIBIUTY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ML PIAN REVISIONS SHALL 8E PROMPT!. Y
SUBMITTED TO THE Cf1Y ENGINEER FOR APPROVAL
4. A RIGHT-OF-WAY PER/Aff FROM THE CITY ENGINEER WIU 8E REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMfT ISSUANCE, A
CER1/FICATE OF INSURANCE MUST 8E FILED NAMING THE CITY OF ~ AS
AN ADDfTIONAL INSURED ON THE PERIAfTTEE'S POUCY IN THE MIN/MU/A NIOUNT
OF $1,000,000.00 FOR fACH OCCURRENCE OF I.JABIU1Y. P.f INSURANCE: ff& 1ruvEJt&1&mHA~ 4sf,& '®°AGUlf!t? A SIZE:
5. UNl.£SS D<EIAPTE'D BY SECTION 301.(b)S OF THE UNIFORM BUILDING COD£.
RETAINING WALLS OUTSIDE OF PU8UC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM 11-1£ BU1I.DING fJ£PARTM£Nr.
6. NO WORK SHALL BE COMIAOCE'D UNTIL AU PERMITS HA\IE' B££N OBrAINE'D FROM
TH£ CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY 11-1£ CITY £NG/NEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL TH£ PROPERTY OWNER'S PERMISSION
HAS B££N OBrA/NE'D AND A VALJD GRADING PERIAff HAS B££N ISSUED.
8. NO REVISIONS WILL BE MAD£ TO THESE PLANS WITHOUT TH£ WRfTTEN APPROVAL
OF TH£ CITY £NG/NEER, NOTFD WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHITT OF THE Pl.ANS AND THE TITl£ SHITT.
9. ORIGINAL DRAWINGS SHALL BECOME TH£ PROP£R1Y OF TH£ CITY UPON BEING
SIGN£D BY TH£ CITY ENGINEER.
10. TH£ ORIGINAL DRAWING SHALL BE REVISED TO R£Fl.£CT AS-BUILT CONDITIONS
BY TH£ £NG/NEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF TH£ WORK BY TH£
Cf1Y.
11. ACCESS FOR F1RE: AND OTHER £MERG£NCY V£HICl.£S SHALL 8£ MAINTAINED TO
THE PROJECT SITE AT ALL UMES DURING CONSTRUCnON.
12. WHERE TRENCHES AR£ WfTHIN CITY fAS£M£NTS, A SOILS REPORT COMPRISED
OF: (A) SUIAMARY SHW, (8) I.ABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL 8£ SUBMITTED BY A PROFf:SS/ONAL ENGINEER OF TH£ STATE OF
CALJFORNIA. PRINCIPALLY DOING BUSINESS IN THE Flf.LD OF APPU£D SOILS
M£CHANICS. TH£ SOILS REPORT WILL 8£ SUBMffr£D 70 TH£ CflY £NGIN££RING
INSP£C70R WITHIN TWO WORKING DAl"S OF 1HE CO/APLEJlON OF FIELD TESTS.
13. A SOILS COMPACOON REPORT AND COMPLJANC£ VERIFICATION REGARDING
ADHERENCE TO RECOMMENOAUONS ounJNE'D IN THE SOILS REPORT JS REQUIRED
PRIOR TO TH£ ISSUANCE: OF A BUILDING PERMIT. ALL CONTROLJ..£D GRADING
SHALL 8£ DONE: UNDER 1HE DIRECUON OF A PROFE:SS/ONA/.. ENGINEER OF THE
STATE OF CAI.JFORNIA PRINCIPALLY DOING BUSINESS IN TH£ FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL 8£ CONSTRUCTFD IN
ACCORDANCE WITH TH£ CITY OF CARLSBAD STAND.W) SP£C/F1CA110NS AND THE
• E'ARTHWORI( SPECIFICATIONS • ATTACHED TO THE PRElJIAINARY SOILS
INV£STIGATION. DAILY FIELD. COMPACTION REPORTS Will 8£ SUBMITI'ED TO THE
PROJECT INSPECTOR.
14. A PRECQNS1RUC11QN M££UNG SHAl1, BE Hf! Q AT THE SIT£ PRIOR TQ THE;
BE;G/NN/NG Of WORK MID SHAl1, BE ATTENDED 8Y ALL REPRESENTATIVES
RfSPQNSfflf f fOR CONSTRUCT/Of!/. INSP£CTJQN, SUPERVISION. 1ESTING AND ALL QTHE:R ASPECTS Of THE ~ TH£ CONTRACTOR SHALL SCHEDULE THE M££nNG
THROUGH THE PERMff CLERK 602-4601) AT I.EAST FIVE (5) WORKING
DAYS PRIOR TO STARTING CONSTRUC710N. APPROVED DRAWINGS MUST BE
AVAILABLE PRIOR TO SCH£DUUNG. TH£ GRADING PERIATT WILL BE PROVIDED BY
mE PROJECT INSPECTOR AT TH£ M££nNG.
15. ALL INSPECTION REQUESTS QTHfR THAN f08 PRE:CONSTRUC'nQN llmlfJG W/LI Bf
ftf&Vi:fJ~7AWl'°;ffJJ:
TH£ NEXT WORK DAY LINLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. THE OWNER AND/OR APPUCANr THROUGH 1H£ DEl/fJ..OPER AND/OR CONTRACTOR
SHALL DE.'SIGN, CONSTRUCT AND MAINTAIN ALL SAFETY D£\I/C£S, /NCLUOING
SHORING, AND SHALL 8£ SOL£/..\' R£SPONS/BLE FOR CONFORMING 70 ALL LOCAL,
STATE AND FW£PA/.. SAFETY AND HfAl.1H STANDARDS, LAWS AND REGULATIONS.
17. THE: COM'RACTOR SHALL CONFORM TO LABOR CODE SEC110N 6705 BY SUBMflTING
A DETAIL PLAN TO 1HE CITY ENGIN££R #HD/OR CONCERNED AGENCY SHOWING
THI!: DESIGN OF SHORING, BRACING SLOPING OR OTHl!:R PROVISIONS TO 8£ MADE:
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING 11-11!:
EXCAVAUON OF SUCH TRENCH OR TRENCHES OR DURING TH£ PIPE INSTALLAUON
THEREIN. THIS PLAN MUST Bl!: PREPARED FOR ML TRENCHES FIVE FEET (5') OR
MORE: IN DEPTH AND APPROVED l!ff 11-11!: CITY £NG/NEER AND/OR CONCERNED
AGENCY ff//OR TO EXCAVATION. If THE PLAN VARIC\ FROM IHE SHORING $YSTE:M STANDARDS ESTABI, !SHfD BY THf CONSTRUCTIQ/>I 5ffF1Y ORM§, T1Tl,£ 8
CAUfORNIA AD&flNISTRATI\£ COD£. lHE PWI SHALL BE fflEPARED 8Y A REGJSTFRrn OONE;ER AT THE CON'fflACTQRS EXPFNSF, A COPY OF 1HI!: OSHA
EXCAVATION PERMff MUST 8E SU8IAITTFD TO 1HE INSPl!:CTOR PRIOR TO
EXCAVAUON.
18. NO Bl.AST/NG SHALL BE PERFORMED UNnL A VALJD BLASnNG PERMff HAS BEEN
OBrAIN£D FROM TH£ Cf1Y OF CARI.SBA/). SUBMTT APPLICATION FOR BLASTING
PERMff Will IN ADVANCE OF THE SCHEDULING OF BLASTING OPERA110NS.
19. If ANY ARCHAE;Ql.QGICdl. RfSQURCC\ ARE WSCQVERED Wl1HIN ANY WQRK ARFA
DURING CONSIRUCTION, OPERATIONS WJLL CEASE IAIAIEDIAID.Y, AND THE
P£RIAl11EE WILL N011FY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
LINUL 1HE PERMrrTEE HAS R£CE/\1£D WRffTEN AUTHORITY FROM TH£ CITY
£NG/NEER TO 00 SO.
20. ALL OPERATIONS CONDUCTED ON 1HE STTE: OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR. ARRNAL. D£PARTI.JR£ OR OPERATION OF TRUCKS.
fN?THMOVING EQVIPMOO, CQNS1RIJCT/ON rQIJ/PltfENT NIP AH'f OTHER ASSOC/A1W
GRADING EQUIPMENT SHALL BE UM/TED TO 1HE PERIOD BETW£EN 7:DO A.M. AND
SUNSE:r fACH DAY. MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERAOONS SHALL 8£ CONDUCTED ON WEEKENDS OR HOUDAl"S. (A UST OF CflY
HOUDAYS IS AVAII.ABI.£ AT THE ENGINEERING DEPARTMENT COUNTER.)
21. ALL Off-SITE HAUL ROUTES SHAl1, BE StJ&f{T1E1) 8Y THE CQNTRAC70R IQ IHf
C/lY ENGINEER FOi? APPROVAL TWO flJl,1, WORKING DAYS PRIOR TD BE;GINNING Of JfQBl!;
22. IMPOffr MATERIAL SHALL 8£ OBrAINED FROM, AND WASTE MATERIAi. SHALL BE
DEPOSITED AT. A SITE APPROVED BY TH£ CITY £NG/NEER. THE CONTRACTOR
SHAl1, Bf RfSPQNSfflf f fOR ANY QfflRIS QR P4Kf OCCURRING ALONG THE HAUL ROUTES QR AQ,IACEJ{[ STRffJS AS A BfS/11 T Of THE GRADING QPE:RATION.
23. BRUSH SHALL 8£ REMOVED ONLY WITHIN THE ARE'A TO BE: GRADED. NO TREES ARE:
TO BE R£MOv£D UNLESS SPEC/FICALL Y NOTED ON THE PIAN.
24. ALL AREAS SHALL 8£ GRADED TO DRAIN.GRADING RESUI.UNG IN THE PONDING OF
WAJER JS NOT PER/AITT£D. ALL fAR1HEN SWALES AND DITCH£S SHALL HA\IE' A
MINIMUM ON£ PERCENT SLOP£.
25. THESE Pf.ANS ARE: SUBJECT TO A S/GN£D AND APPROVED SET OF EROSION
CONTROL PIANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY
THE CITY £NG/NEER OR AS DIRECTED BY TH£ PROJECT INSPECWR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACI!: AND CROSS SECTION. TH£ STTE: SHALL 8£ LEFT IN A NfAT AND
ORDl!:RLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE Re.lOVl!:D
AND DISPOSED OF AT A SITE APPROVED OF l!ff TH£ CITY £NG/NEER.
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANT£D AND/OR HYDROS£EDED
WITHIN TEN (10) DAYS OF 1HE UM£ WHEN .fACli SLOP£ IS BROUGHT TO GRAD£
AS SHOWN ON TH£ APPROVl!:D GRADING PLANS.
28. IANDSCAP/NG SHALL 8£ ACCOMPLJSHED ON ALL SI.OPES AND PADS AS REQUIRED
BY TH£ Cf1Y OF CARLSBAD LANDSCAi'£ MANUAL, THE IANDSCAPING Pl.ANS FOR
THIS PROJECT. DRAWING NO. 405-61., AND/OR AS DIRl!:CTED BY 1HE Cf1Y
ENGINE£R OR Pf.ANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
TH£ WORK OF THESE GRADING PLANS WITH THAT SHOWN ON 80TH TH£ LANDSCAPE
AND IRRIGATION Pl.ANS AND THE IMPROVEMENT PLANS AS R£QUIR£D FOR THIS
WORK IN ACCORDANCE WfTH THE IANDSCAPE MANUAL TIM£ REQUIREMENTS.
CALAVERA HILLS VILLAGE E-1
30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM
D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 m:T AND BACKFILi.ED WITH 3/4•
ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEfJS AS1M STANDARD 3034 FOR
SDR J/i SOLJD WALL PIP£.
31. WHERE AN EXJS17NG PIPE UN£ IS TO 8£ ABANDONED AS A RESULT OF THE
GIW)ING OPERATION, TT SHALL 8£ RD,fQVED WITHIN TWEN1Y m:T OF BUILDING
OR STREIT ARfAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER
ARfAS THE PIP£ WILL BE PLUGGED WITH CONCRETE OR Re.lOVED AS APPROVED BY
TH£ Cf1Y ENGIN££R.
32. THE: CO/ffl?ACTOR SHALL VERIFY THE LOCATION OF ALL EXIS1lNG FAC/U11£S
(ABOVE' GROUND AND UNDER GROUND) WITHIN THE: PROJECT SITE SUff/CIENTl.Y
AHEAD OF GRADING TO PERMIT TH£ R£V/S/ON OF THE GRADING Pf.ANS IF TT IS
FOUND THAT THE ACTUAL LOCAOONS ARE: IN CONFLJCT WfTH THE PROPOSED
WORK.
.ll THE CONTRACTOR SHALL N011FY AFFECTED UT/LITY COMPANIES (SEE BELOW) AT
I.EAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FAC/LfTIES #HD SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDGleE
PACIFIC BELL
ADEi.PH/A CAB!£ COMMUNICATIONS
CITY OF CAR!.SBAD(SIREEIS AND STORM DRAIN)
'CARLSBAD MUNICIPAL WAIE'R DISTRICT(WAJER,SEWER,RW)
"SAN DIEGUTTO WA'IER DISTRICT
"I.EUCADIA COUNTY WA'IER DISTRICT
"VALLECTTOS WA7ER DISTRICT
'OI.IV£NHAIN WA7ER DISTRICT
-OOENA SANffATION DISTRICT
8800~422-4133
800 660-7343
800 892-0123
876~-7741 760 434-2980
60 -2722
j(760j~%tim
60 744-0460
60 7/iJ-6466
19 726-1340 * ROPRIATE
34. PERMfr COMPLIANCE REQUIREMENTS:
A. fOR CQNlFQI ( m =-TH£ APPLICANT HIRES A CML ENGINEER, SOILS ENGINEER, AND'oif GEOLOGIST TO GIVE TECHNICAL ADVICE,
08SERV£ AND TH£ WORK IN PROGRESS { 15. 16. 120 A.BJ
CAR!.S8AD MUNICIPAL CODE.
8. PRIOR IQ FIN41, APPROVAL Of A GRADING PERMIT-TH£ FOLLOWING
REPORTS MUST BE SUBMITTED TO TH£ CITY ENGINEER ~ TH£
PROJECT INSPECTOR {15. 16.120 A. tOJ CARt.S!W) MUNICIPAL COD£:
(I) FINAL REPORT l!ff SUPERVISING GRADING ENGINEER STA71NG ALL
GRADING IS COMPLETE. AU EROSION CONTROi., SI.OPE PLANnNG
AND IRRIGAUON ARE INSTALLED IN CONFORMANCE WfTH CITY
CODE AND THE APPROVED Pl.ANS (OBrAIN SAMPLE OF COMPLIANCE
u:nrR FROM Cf1Y l!:NGINEERING DEPARTMENT).
(2) AS-BUILT GRADING Pl.AN.
(3) REPORT FROM TH£ SOILS ENGINEER, WHICH INCWD£S
RECOMMENDED SOit. BEARING CAPAcm£S, A STATEMENT AS TO
THE EXPANSIVE QUALl1Y OF THE SOIL, AND SUMMARl£S OF
FIELD AND LABORAWRY TESTS. THE REPORT SHALL ALSO
INCLUDE A STAID/ENT BY TH£ SOILS ENGINEER THAT THE
GRADING WAS DON£ IN ACCORDANCE WITH TH£ REQUIREMENTS AND
RECOMMENDATIONS OUTUNED IN mE PR£UMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY 1HE
CITY.
35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ON£ (I)
YfAR AFTER TH£ CITY ENGINEER'S APPROVAL. THESE PLANS MAY BE REQUIRED
TO BE RESUBMffr£D FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
36. THE SOILS REPORT Tm.ED, "UPDATE OF GEOTECHNICAL REPORT, CALAVERA HILLS,
VII.LAG£ "E-1 ~ CITY OF CARLSB4D, CA/.JFORNIA, ' PREPARED BY GEOSO/LS, INC.
DATFD OCT08ER 20, 1999 SHALL BE CONSIDERED AS A PART OF THIS GRAl)fNG
PLAN. ALL GRADING SHALL 8£ DONf IN ACCORDANCE WITH TH£ RECOMMENDAOONS
AND SPECIFICAUONS CONTAINED IN SAID SOILS REPORT.
LEGAL DESCRIPTION
LOT 1 OF MAP NO. 14696, AS FILED IN THI!: OFFICE: OF THE SAN
DIEGO COUNTY RE:CORDE:R ON OCTOBER 9, 2003 AS FIi£ NO.
200J-124442J OF OFFICIAL RE:CORDS. IN THI!: CITY OF CARLSBAD,
COUNTY OF SAN DIEGO, STATE: OF CALIFORNIA.
PROJECT LQCATIQN
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
POR OF 168-IU l-08
THE CA/.JFORNIA COORDINA1£ INDEX OF THIS PROJECT JS 336-1671
REFERENCE DRAWINGS
CflY OF CARLSBAD DRAWINGS 405-64
OWNERS / PEJ:lM i'tl'El!.S
Oil E-1 LLC
128~ POINT DEL MAR, /200
DEL MAR, CA 92014
(858) 4/Ji-lJS()()
SOURCE QF TOPOGRAPHY
THE TOPOGRAPHY SHOWN ON THE.SE Pl.ANS WAS GENERATFD BY
AERIAL SURVEY IN JANUARY. 1999 BY SAN-LO AERIAL SURVEYS.
THE TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAi. MAP
ACCURACY STANDARDS.
LEGEND OF ABBREVIATIONS
PCR
TC
GB
81,t' oc
PVI
BC
EC
HP
LP
Fl.
FS
ST
RT
LT
7W
POINT OF CURB RffilRN
TOP OF CURB
GRADE BREAK
8£GJN VERTTCAL CUIM
END VERTTCAL CUIM
POINT OF INTFRSEC110N
Bf.GIN CtJIM
END CtJIM
HIGH POINT
LOW POINT
Fl.OW /.JNE
F1NfSH£D SURFACE
STREET
RIGHT
LEFT
TOP OF WALL
8W
RP N.r.s.
CTB
M\,t'
GF
FF
OF
OPT
TF
FF
GFF
OF
HP
FS
TG
l-'17
BOTTOM OF WALL
RADIUS POINT
NOT TO SCALE
C£MENT TREATEO BAS£
MOD/F1£D VERTICAi.. CUIM
G4RAG£ F1NfSH£D Fl1)()R
FINISHED FI.OOR
DEEPENED FOOTING
OPTIONAL
TOP OF FOOTING FTNISHED FLOOR
Gi!RAGE FINISHE1J FLOOR
OC£Pl!:N£D FOOTING
HIGH POINT
FTNISHE1J SURFACE
TOP OF GRA'TE
VERTTCALCUIM
cJrY
N.1.S.
OWNER'S CERTIFICATE
PROJECT
*SITE
""'""' ,_,
I H£REBY CERTIFY THAr A RBl/STER£D SOILS l!:NGIN££R OR GEOI..OGJST HAS 8CEN OR WILL 8£ RITA/NED TO SUPFJMS£
OVER ALL GIW)ING ACTMTY AND AD\1/SE ON TH£ COMPACTION AND STAB/1./TY OF THIS SIT£.
(' wf'h ¼ vte fJt.cs
BY: OAI.£ GW\) IHC£ PRESID£Nf Oil (-1, lLC DATE:
SOILS ENGINEER'S CERTIFICATE
L PA\!IQ £/i'i44Y. A Rl!:GISTl:R[f} CML £NGINE£R IN TH£ STA'TE OF CALJFORNIA, PRINCIPAl.1.Y DOING 8IJSIN(SS IN THE Fl£LD
OF APPi.JED SOIL IECHANICS, HEREBY CERTIFY THAT A SAMPLING ANO STUDY OF THE SOIL COND/TlONS PREVALENT WITHIN THIS
SITE WAS MAD£ 8'I ME OR UNDER MY DIR£CTION 8£TWEEN THE DATES OF FEBRUARY 17, 2003. TWO COMPl..£T£ COPIES OF mE
SOILS REPORTS COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, Holl.£ BEIN SUBMITTED TO TH£ Off1C£ OF TH£ CflY
£NGINE£R. FIJRTHERMORE, I Hell.£ REVIEWED THESE GRADING Pl.ANS AND CERTIFY THAT TH£ RECOMfrf£NDATIONS INCLUDED IN THE
SOILS REPORTS FOR THIS PROJECT Holl.£ BEIN INCORPORATED IN THE GRADING PLANS AND SPEC/f/C4TTONS
k_1v.~ DATE '
"DECLARATION OF RESPONSIBE,E CHARGE"
I HER£8Y DECLARE THAT I AM TH£ ENGINEER OF WORK FOR THIS PROJECT, THAT I
H4VI!: £XERCIS£D R£SPONSJBLE CHARGE: OVER TH£ D£S/CN OF mE PROJECT AS
DU/NED IN S£CTlON 6703 OF THE BUSINESS AND PROFESSIONS COO£, AND THAT
THE DESIGN fS CONSJS!fNT WfTH CURRENT STANDARDS.
I 1./NDERSTAND THAT TH£ CH£CK OF PROJECT DRAWINGS AND SPECIFICATIONS 8'I
TH( CITY OF CARLSBAD DOES NOT REI.JE.VE ME, AS £NGINffR OF ll'mK, OF MY
R£SPONS/BlfJT/£ FOR PROJECT DESIGN.
FIRM: Hl/NSAKFR ,t ASSOC/AUS
ADDRESS: 10179 HllfNNfKfft5 AVE
CITY, ST.: SAN QlfGO, CA :;;ca~iMB-~
BY: ; •• J ~
RAYMOND L. MARTIN
P.E. NO.: ~ ... ---=486.....,70...._ ________ _
EXPIRATION DA'TE: 6/JO/lH
EARTHWORK QUANTITIES*
Cl.ff: 5,850 CY
FILL: 5,850 CY
EXPORT 0 CY
REMEDIAL 0 CY CARLSBAD MUNICIPAL
,._ QUANTITIES SHOWN ARE FOR BONDING ONLY AND WATER DISTRICT ARE NOT TO BE USED FOR BIDDING, BUDGETS
OR OTHER PURPOSES.
-----------
HUNSAKER fCfP"> 4 "' • fY,/. ut,jre ,,,,,_ & ASSOCIATES ROBERT '.J. wru R.C.E. 3J698
5A.N C1IFC0, !'-C D£PUTY CITY ENGINEER EXP. 8/30/06
~1<QfESS1~
kt L. '<' PLA.,-.:NING 10179 I luenne~ens Street
$~ 'i El\CINEfRINC San Diego. Ca 92-121
;~ ~ i ---~--------
SURVEYJNC PH(8'ill)5.S8-4'i00· FX(/1'58)558·1414 IB NO. 48670 "' -~ EXP. 6/30/0/a ffe
..r;-; ... . . • dt. ,"t: BENCH MARK -,~OF CAI-I~
DESCRIPTION: STANDARD M-10 STRl!:IT
CENTERLINE WELL MONUMENT r-· --·· -· ··-----.
ENGINEER OF WORK LOCATION: CE:NTERLINE OF E:L CAMINO REAL
AT ENGINEER'S STATION 454+92
<l PER R.S. 1800-1
Y, /1 ~ j 11(1./0~ RECORDED: COUNT( BENCH LEVELS (NO. t"'-L..r'1 111'. b.'::>-OJIL-1
COUNTt VERT. CONTROL DATA) DATE INITIAL R~.;f ONu L. MARTIN 6/30/rY.o ATE CNGINEER Of WOM REVISION DESCRIPTION RC NO 48670 EXP. ELEVATION: 68.479 DATUM: NGVD OF 1929
WORK TQ BE DONE
TH£ GRADING WORK SHALL CONS/ST OF TH£ CONSTRUC110N OF ALL C/JlS ANO FILLS, REMEDW. GRADING,
DRAINAGE FACII.J11ES, EROSION CONTROL FAC/LmES, AND PIANT1NG OF PERMANENT i.ANDSCAPING AND
PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN
OR REQUIRED ON THIS S£r OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQI.JIR£M£NTS,
RE:50/..I/TIONS AND ORDINANCES CITE]) ON THE.SE Pf.ANS.
THE GRADING WORK SHALL 8£ PERFORMED IN ACCORDANCE WITH TH£ FOi.LOWiNG DOCIJMENTS,
CURRENT AT TH£ TIME OF CONSTRUCTION, AS DIRECT£{) 8'I TH£ CITY ENGINEER.
f. CARLSBAD MIJNICIPAl. CODE.
2. CflY OF CARLSBAD STANDARDS.
3. THIS SET OF PLANS.
4. CITY OF CARt..SEJAD Pl.ANNING COMMISSl()N RESOI.UTION NO. 5256, 5257, /It 5258. DATED
08/07/02, CITY COUNCIL RESOLUTION 2002-268. DATED 9/10/02
5. TH£ STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BQOI().
6. SOILS R£P()f(l AND RECOMMENDATIONS BY GroSOILS, INC. DATED, OCT08£R 20, 1999,
I.JPDATEO FEB 17, 200J
7. THE: SN/ DIEGO AREA R£G10NAI.. STANDARD DRAWINGS AND AS M4Y 8£ IIODIF1£D BY TH£ CflY
OF CARLSBAD STANDARDS.
8. STVRM WAID? MANAGEMENT Pl.AN FOR CALAVl!:RA HILLS VfllAGI!: E-1 UPDATED AUGUST 20, 20(ll
LEGEND
DESCRIPTION
PROJECT 80/JNDARY
RIGHT OF WAY
E'AS£MENTLINE
STORM DRAIN {PRIVATE)
TYPE :4 • ClEANO/ff
MOD/F1£D 7YPE: :4' CI.EANOUT
TYPE '8' CURB /Nl.ET
7YP( 'F' /Nl.ET
VOR1ECHNICS UNIT
AREA DRAINS
BROW DffCH
S£WER "'6NHOLE &-RIM ELEV
S£WER LATERAL (6j
WAID? SEIMCE
FTRE HYDRANT ASSEltBLY
G47f VALVE
THRUST BLOCK
SJRt/:.1 /..JGHT
SPOT fJ.E:VATTONS
E:ARTHENSWALE
DAYI.IGHT /.JNE (LJMfTS OF GIW)ING)
SLOPE fMBANKMENT (2:1 MAX.)
PUBLIC UTIIJTY fAS£M£NT
F:XISTING CONTO/.IR
FINISH CONTOUR
FENCE-
RETAINING WALL u
SOUNDWALL,_
Tl'PE: G-2 CURB I& GIITTER
TYPE G-1 6" CURB
CUT/FTLL /.JNE
DE(P£NEI) FOOTING
D£PTH OF DEEPENED FOOUNG
NUMBER OF STAIRS
HEJGHT OF STAIR f1JS£R
CONCRITE STAIRS
t.OWERED GARAG£ FINISHBJ FLOOR
STD, DWG.
D-9
D-2*
D-7
D-7/i
S-2
S-1J
W-1, W-2
W-10
W-17
C-4
G-2
G-1
•AS UODIF1£D PER CITY OF CARt..SEJAD STANDARDS
*"CONSTRUCTED BY SEPARATE PERMfr
•USHOWN FOR INFORMATION ONLY, SEE DWG NO. 4()5-6L
SDfflOL --------
--~--
=
,· 77 . .2
V RIM
180---
---0-----fill--0---- -
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IMPORTANT NOTICE
$£CT/ON 4216/4217 OF TH( GOVERNMENT CODI:
REQU/ReS A DIGAl£RT ID£NTIF1CAT10N NUMBER Bl BASIS OF BEARINGS ISSUED BEFORE A PERMIT TO EX~VA1c WILL BE
VALID. FOR YOUR 0/GAI.EF(f I.D. NUMBE:R C4LL
THc BASIS OF BEARINGS FOR THIS SURVEY 15 THE UNDERGROUND ScRV/CE ALERT AT:
CENTER LINE OF GLASGOW DRIVE AS DEPICTED ON TOLL FREE 1-800-422-4133 MAP NO. 14696. I.e. N IG"36'34" W TWO WORKING DA\'S 8£FORE YOU DIG
PLANNINGDEPARTMENTAPPRO~L " . s A~ BlJil/f" ' ~°"'"~,:,xn 4 DATE: ll/1 q./43 ~~~-~~~~~~: Sufa'-
lllCHABI. 1. BOJZIQIJIR, PLAIIIIIIIG mm:TOR > DATE ~J · DATE:/1/1e/c3 Ro//4cs:~ 10/.z~ 14.f?-lm!OlllrllllJlB ft /)1,~/ G:n"t:. IP!IIIITIWII) -11)/lPECTOR DATt .
I STET I CITY OF CARLSBAD I I SHEETS I
ENGINEERING DEPARTMENT i 8
PRECISE GRADING:
CALA VERA HILLS
VILLAGEE-1
APPROVED LLOYD B. H,UBB~dr J; ~ ' ,
-· .4 t". r•~ ~~r . 10.:I• '$ CITY ENG!Nc.,_'R_ RCE e:,.,-: EX2l2 7~ .l 5 " DATE -
DWN BY: .... J;OJ~~~-Ng.3 ] DRAWING NO. DATE INITIAL DATE fNITIAL CHKD BY: A 405-6C OTHER APPROVAL CITY APPROVAL RVWD BY: V./
R: \0196\&£ng\Ca/overa £-1\PreciseGrading\0196pg01.dwg[ 1275}Nav-12-200J: 14: 29 WO NO 553-163
BIN :
[
GENERAL NOTES
1. PLANS PREPAR£D IN CONFORMANCE WITH F.H.A. DATA SHEET 798.
2. FRONT, REAR AND SIDE YARD DIMENSIONS SHOWN ±. ARE APPROXIMATE:.
J. SETBACKS ARE MEASURED TO THE NEAREST VERTICAL PROJECTION.
4. VERIFY LAYOUT AND DIMENSIONS AT JOB SITE:.
5. SEE ENGINEER'S PLANS FOR LOCATION OF UTILITIES.
6. NO DRIVEWAYS SHALL EXCEED 12% GRADE WITH A 4' VERTICAL CURVE AT GARAGE AND RIGHT
OF WAY.
7. ALL FILL TO BE APPROVED COMPACTED FILL.
8. LOTS SHALL BE GRADED IN ACCORDANCE WITH CITY OF CARSLBAD STANDARDS.
9. CONTRACTOR TO PROVIDE TEMPORARY SAN/TA TION FACILITIES.
10. THE ANGLE OF REPOSE IS AN IMAGINARY LINE 45 TO THE HORIZONTAL, EXrENDING
DOWNWARD FROM THE BOTTOM CORNER OF ANY BUILDING FOOTING AND SHALL NOT INTERSECT
ANY PART OF AN EXCAVATION FOR UTILITIES, DRAINAGE, ITC.
11. FRONT WALK PER LANDSCAPE PLANS.
12. ALL DRIVEWAYS SHALL BE CONSTRUCTED PER SDRSD No. G-14A.
13. GARAGE FLOOR ELEVATION IS AT DOOR (2• FALL FROM REAR) AND EQUALS GROUND
ELEVATION AT HOUSE LINE UNLESS OTHERWISE SHOWN.
14. DURING HOUSE LAYOUT AND BEFORE TRENCHING ALL SETBACK DIMENSIONS SHOWN ON PLOT
PLANS SHALL BE VERIFIED. ANY DISCREPANCIES SHALL BE REPORTE:D TO OWNER AND ENGINEER
BY CONTRACTOR FOR RESOLUTION.
15. WALLS AND FENCES ARE NOT PART OF THIS PERMIT. SEE LANDSCAPE PLANS.
16. ALL PVC DRAIN LINES SHALL BE J" SOLID WALL, SCHEDULE 80 (UNLESS OTHERWISE NOTED),
1% MIN SLOP£
17. ALL DRAINAGE INLETS CONSTRUCTED ON BUILDING PADS SHALL BE NDS 6" SPEE-0 BASIN
OR EQUAL. ALL DRAINAGE INLETS CONSTRUCTED WITHIN THE PUBLIC RIGHT OF WAY SHALL 8£
BROOKS Dl2424-24" SQUARE CONCRETE CATCH BASIN WITH METAL GRATE OR EQUAL.
18. ALL LOT DRAINAGE SWALES ARE TO BE A MINIMUM OF 1.0% SLOPE.
19. SETBACKS FOR THIS PROJECT ARE AS FOLLOWS;
10' FRONT YARDS
1 J' Rf.AR YARDS
10' SIDE YARDS
20. SEE SOILS REPORT DATED 2/17 /OJ, PREPARED BY GEOSOfLS, INC
CALAVERA HILLS
~~rt-:/ r--/.._
' I
3
JETIYPO!NT
5 KEY MAP
SCALE.": 1" = 80'
PVC DRAIN SIZE PER PLAN-~
VILLAGE E=l
I I
,___ _____________ 130.2' --------------1
17 [] n r· -1
' ' I -
J [
i ' ... .. L-L "' J -" . .. " -. "' Ill ,..: Ill Ill
~-[ -
,.J :
~
1-20.9' -7] n ,~
I 28.J'
r r
I I ~ . JJ.7'
BUILDING OVERALL DIMENSIONS
NOT TO SCALE
DIMENSIONS SHOWN ARE FROM THE ARCHITECTURAL SLAB PLAN PREPARED
BY STARK ARCITECTURE PLANNING RECEJVED ON 10/11/2002. THE
APPROVED ARCHITECTURAL PLANS SHOULD 8£ REFERRED TO FOR
CONSTRUCTION.
3' MIN
:-ID A ELEV
DffP FOOTING Pel? PLAN SECTION A-A
• WHERE SIDEWALK IS PLACED
2' FROM STRUCTI/Re, SWAJ.£
M>IY BE 1' FROM FOUNDATION
NDS f!}BI, #991, 19• DOME
STRUCTURAL FOAM POL YETHY1.ENE
OPEN SURFACE AREA 30.28 SQ. IN.
ENGINEER'S SPECIAL NOTES
1.
2.
3.
4.
5.
6.
7.
------------
CONTRACTOR IS RESPONSIBLE TO NOTIFY ENGINEER OF WORK WHENEVER THESE
PlftNS SEEM UNCu:AR. 1HESE: NOTIRCATION SHALL 8£ MADE SUFFICIENTLY IN ADVANCE
OF CONSTRUC110N TO ALLOW 1HE ENGINEER OF WORK AJ)fJ)UATE TIME TO RESPOND.
ONLY PRECISE GRADING AIID PRIVATE DRAINAGE FAC/IJTIES ARE APPROVffJ OIi THIS GRADING
PLAN. ALL OTHER FEATURES ARE SHOWN ONLY FOR INFORMATIONAL PURPOSES.
RETAINING WALLS ON THESE PLANS ARE SHOWN ONLY AS SUPPLEMENTAL
INFORMATION. A SEPARATE PERMIT AND INSPECTION WILL 8£ REQUIRED FROM THE
BUILDING DEPARTMENT FOR ALL RETAINING WALLS SHOWN HEREON.
THE: ENGINF:ER OF WORK IS NOT RESPONSIB!E FOR GRADING OPERATIONS OR GflADING
WORK DONE. THE CONTRACTOR IS SOLELY RESPONSIBLE.
THE: SOILS R£PORT AND ALL 1HE SUPPLEMENTS THEREOF ARE INCORPORATED INTO AND
MADE A PART OF THIS Pl.AN. ALL EARTHWORK OPERATTONS SHALL BE CONDUCTED
UNDER THE INSPECTION OF A QUAUFIED SOILS ENGINEER OR HIS REPRESENTATIVE.
REGISTERED IN 7HE STATE OF CAUFORNIA TO PERFORM GRADING INSPE:CTION WORK.
THE: <X!NTAACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL THE: EROSION CONTROL
FACIW1ES 1HflOUGHOUT THE DEVELOPMENT OF 1HE PROJECT.
FLOW LINE £1.£\/ATTONS SHOWN HEREON WERE DETERMINfl) BY IN7FRPOLATION USING THE
AERIAL TOPOG/IAPHY. ACTUAL GROUND ELEVATIONS AhlY VARY. CONTRACTOR IS RfSPONSIBl.E
TO INSURE THAT ALL DRAINAGE GETS INTO LIN£!) DITCHES AND REMAINS IN THE: DITCH
UNTIL DISCHARGED INTO UNDERGRDUNO DRAINAGE: DEVICES OR ENERGY DISSIPATORS •
-
A
FOUNDATION
SECTTON AA
BLDG
L FOOTING DEPTH
PER ARCHITECTURAL
DRAWINGS
0 "'-,.""/'"""/ :7c.-·· ·r:..· -'.i:.,T::.,r~r:.,"7_.;·7..;.--r..:.·-::c.,;..7,t;.·7c._1_.J A C A 7RIUM GRAT£ WllH UV INHIBITOR.
--TOP OF GRAT£ ELEVA710N i,__ ______ j
240 PER PLAN PLANVIEfV
SCALE 1 "=80'
D
PAD "A"
P=100.0
FF=100.67
FVR ENHANCED PAI/! IN COURTYARD SEE LANDSCAPE PLA S
GFF=100.2
HUNSAKER
§
~
lb ~
& ASSOCIATES
SAN DJFC.0, INC:.
PlANN!!>,;G 10179 Hucrnckcns Street
FNCINffRINC San Diego, Ca 92121
SURVEYING PH{858)558·4500· FX(858)558-1414
• •
• < •
:;a
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P=100.0
FF=100.67
-----~---
STAIRS PER PLAN
~
"' ~ ~ "' llJ ~ n.: c:,
A ~
i::: ei c:,
6: C\
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GFF= 9.2
8
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I
7'
I
8
4' TYP
2' MIN
-=-.-: . ---~ ~
;o-------~ 1f
' ' '
PAD "8"
P=98.5
FF=99.17
GFF=98.7
~--
~
__ 6" PVC _____ _ --------Ii)
CLEANOUT_J
[tf <1 ';
TYPICAL DRAINAGE DETAIL
NOTES: SCALE: 1"=10'
-TO DETERMINE FS ELEVAnONS, SUBTRACT ELEVATIONS SHOWN
FROM APPROPRIATE PAD ELEVATION.
-ALL ROOF DRAINS SHAl.L BE CONNECTED TO PRIVATE AREA DRAIN SYSTEM.
-THESE TYPICAL COURTYARD ELEVATIONS SHOULD BE USED
UNLESS O'TI-IERWISE NOTED ON PLANS
-GARAGE FINISHED FLOOR ELEVATION IS AT FACE OF GARAGE DOOR.
SEE DETAIL BELOW FOR S7EPS IN GARAGE.
-SEE PLANS FOR INVERT ELEVATION OF DRAIN LINES NOT SHOWN HEREON AS TYPICAL.
m, PAb Ci· -> FS = ELEV PAD 'B' -a. 1 • (IYPJ
*WHERE GFF IS DROPPED, GRADES ARE BELOW THE GFF ELEVATION
12· If. TEMPORARY BERM TO 8£
REMOVED DURING FINAL GRADING
4'
' A ,,
C n
t'
F
G
N011::, CONTRACTOR TO EXTEND AREA DRAINS
6" ABOI/£ FINISHED GROUND AND CAP.
AFTER LANDSCAPING IS COMPLETE. REMOVE CAP AND PLACE GRATE
TO FIN/SI/ED GRADE.
6"-10• PVC SDR .35
OR SCH. 40;.::... ___ ...:,._,---'
NOS #932 9• X 9• SQUARE DEEP
HOUSING HUB ADAPTER.
4• -10• PVC SIJR .35 OR SCH. 40 '---,. _ _;;_ ____ -,, SEE DRAIN DATA
1% 1% TABLE FOR PIPE
MIN MIN• SIZE & SLOPE "-----'---'--L--~--_J----:..;.;..... __ __,
• UNLESS 07HERWISE NOTED MANUFACTURED JOINTS
TYPICAL DEEP FOOTING DETAIL
N.T.S.
_SHEET IN'DEX DETAIL AREA DRAIN
SHEET I
SHEET 2
SHEET 3-6
SHEET 7
SHEET 8
i A
FF ' d
•• .
FF 6'
FF 1 5 ,., 1, .. 6~
FF-16" 7
FF-_18_ 7
.
•
TITLE NOTES
KEYMAP AND DETAILS
GRADING PLAN
EROSION DETAIL SHEET
EROSION CONTROL PLAN
NOT TO SCALE
i-----4' TRANSITION __ ..,
I , 2"-3" BELOW
Fc-j ISTRAIGHT GRADE
' ~
,..._ __ 4' TRANSITION ---i
6"-8" ABOVE
STRAIGHT GRADE -
Vy y y X :x: XJ
-GARAGE
SlAB
ENGINEER OF WORK
yPl ~,#--~/)~.7
i 1/MOND L. MARTIN /DA¼
CE NO 48670 EXP. 6/30/0~
BENCH MARK
DESCRIPTION: STANDARD M-10 STREET
CENTERLINE WELL MONUMENT
LOCATION: CENTERLINE OF EL CAMINO REAL
AT ENGINEER'S STATION 454+92
PER R.S. 1800-1
RECORDED: COUNTY BENCH LEVELS (NO. 2.oz I ------= ~===---+--_;;;:::::...--::--rl COUNTY VERT. CONTROL DATA)
ELEVATION: 68.479 DATUM: NGVD OF 1929
GFF
8 i C D I
/,Ai ., ., I
/; I I r,
DRIVEWAY_/ :
APPROACH I
I
I STRAIGHT GRADE FROM BACK
OF DRIVEWAY APPROACH TO
GARAGE FLOOR SHOWN ON PLANS •
DRIVEWAY TRANSITIONS FOR
DRIVEWAY EXCEEDING 12% SLOPE
NOT TO SCALE
RC£ 4Pzk '1D EXP. Q£.,j.?:,a.~-
1/J /z1 lnl
DATE
I
1-------+---+------------+---+--+---+-1~ CITY OF CARLSBAD ~ L,£_] ____ ENGINEE:RING DEPARTMENT ~ --------------+------------------+----+---+---t------i ------------------------~ l----+----1---------------------l---+---l---+----I PRECISE GRADING:
N/A 1 4-,,-! 2= CALA VERA HILLS
VILLAGEE-1 '
/ ' 4 ' ' 6~
'
? T ,,. ' I----+----·-· ·-· -----------------+---t---+---t----1
7" I 2"1 --8
7 i 4 '-10 : --------l---1-----------------+---+----l--+------I !:.c-=···=·=================;
OVER 10" DROP REQUIRES SECOND RISER
ONLY UPON APPROVAL OF ARCHITECT
APPROVED LLOYD B. HUBBSdY' r. I
,4 c:( ,-~ ,,,..,.._;..A!!!w.Af.~~~ IL/.16!/1113 l----+----1------------------+------+---l-----+--·------t CITY ENGINE&f( RC~ £X0 12/31 /05/ ~ DATE
TYPICAL GARAGE STEP DETAIL
• ASSUMES 8" PT SLAB SECTION AND APPLIES
WITH DOOR TO HOME @ REAR OF GARAGE
NOT TO SCALE
I---.J---+~------------~---1---1----+---+-------I
l---+:-~~-'-1"/-t=,t:,=o:...-..=e,o:=cil1:... "::\'""'--------------t----t--c--+----:--t--c:=--:--1 ~D_WN_B_Y_: ====-~-;._-.:_· .... --PR_O_J_E_C_T_N_O ____ ; DRAWING NO.
DATE INITIAL
ENGINEER OF WORt REVISION DESCRIPTION _____ DA!E___ INITIAL DATE INITIAL CHKD BY:---,<!j""/7,t'.----CT 01-03 i405-6C
OTHER APPROVAL CITY APPROVAL RVWD BY: .I? /
R: \0196\&Eng\Colavera E-1\PreciseGrading\0196pg02.dwg[ 1275]Nov-12-200J; 13: 53 WO NO 553-163
BIN :
• \\,
\ \
\
\ \ \
\ \
\ \ \ \ \ \
\ \ \ \
\ \
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0 20
SCALE 1 "= 20'
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
PIANNING
ENGINEERING
SURVEYING
10179 Huennekens Street
San Diego, Ca 92121
PH(858)558·4500· FX(858)558·1414
\
NOTE:
FOFI LOCATION AND HEIGHT OF SOUND WALL
SEE LANDSCAPE PLAN DWG NO 405··6L
10· p .. * .:;;.:-
P=374. FF=374 97 _J¾6
P:::3
FF:::::
7 TG
2FZ.
CE
ENGINEER OF WORK
OND L. MARTI,µ-1iW 7
E NO 48670 EXP. 6/30/0b DA E
BENCH MARK
DESCRIPTION: STANDARD M-10 STREIT
CENTERLINE WELL MONUMENT
LOCATION:
RECORDED:
ELEVATION:
CENTERLINE OF EL CAMINO REAL
AT ENGINEER'S STATION 454+92
PER R.S. 1800-1
COUNTY BENCH LEVELS (NO.
COUNTY VERT. CONTROL DATA)
68.479 DATUM: NGVD OF 1929
"AS BUILT"
~J}:P~
RC£ 4e,, .. no EXP. ov/,:;,a/OG, '
R£V/£W£D BY:
< .. J(J lz-1. fa/,,
INS CTOR DAT£
CITY OF CARLSBAD I SHEETS I
ENGINEERING DEPARTMENT ·--8
PRECISE GRADING:
CALA VERA HILLS
VILLAGEE-1
APPROVED LLOYD B. HUBBS,6r
~7 -----------------1---+.----l----!-----I g 1NGIN!fj-?'. ~; &, £XP)2/31 /05~,-'o~E
F!.U-1 A-';;>-eL.UL..1
DAT£ INITIAL
£NG/NEER OF WOR REVISION DESCRIPTION
DA TE i INITIAL DATE i JNITfAL
OTHER APPROVAL CITY APPROVAL
OWN BY: ___ _
CHKD BY: d
RVWD BY: /':.1.7~
PROJECT NO. DRAWING NO.
CT 01-03 405-6C
R: \0196\&[ng\Cafavero [-1\PreciseGrading\0196pg03.dwg[ 1275}Nov-12-200:l: 14: 07 WO NO 553-163
BIN :
SEE SHEET 6
• T OF S0UNDWALL NOTEocAr10N AND HEb~~·No 405-6L FDR L NrosCAPE PLAN S££ IA . •
20 0 20 40 60
~ , I . SCALE 1"=20
, , f'?.L-t-1
DAT£ INITIAL
---------------------
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2l t>.o DESCRIPTION REVISION
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:,.y~
OND L. . MART/ixP. 6/30/Dl:>
R NO 48670 M~RK
BENCH STREET
✓//2/4.s
7 DATE
STANDARD M-tO MONUMENT DESCRIPTION: CENTERLINE WELL O REAL
EL GAMIN CENTERLINE ~F STATION 454+92 LOCATION: AT ENGIII/Ef:o~-1
PER R.S. E:VELS (NO.
COUNTY BENCH C~NTROL DATA) RECORDED: COUNTY VERT. VD OF 1929
8 479 DATUM: NG 6 . " E[EVATiON: "AS BUILT
REVIEWED BY: /t /M /,./, .
// DATE
"/,,, . I "'"" I P£C70R c:: BAD ! 8 ~ CITY RING DEPARTMENT
OF CARL..., 1 L_:!:__j ENG/NEE
PRECISE GRADINGLA VERA HILLS i
DATE INITIAL
CtILLAGE E-1 ,t;.~
-8 HUBBS8 ".: ~ 11,b"¾xn I
d, 6' -r < Z¾cE -·· ' DRAWING C err! £NGIN££. PROJECT NO. 40 5 6 -+-=t==-+----j OWN BY: c T 01-03
r CHKD BY:
i RVWD BY: l
DA TE INITIAL
CITY APPROVAL OTHf:R APPROVAL
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BIN :
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~
372.0
20 0 20 40 -----
SCALE 1'•=20'
/\/OT[:
FOR LOCA Tl ON AND JI[ I CfIT OF SOUND WALL
SE:E LANDSCAPE: PLAN DWG NO 405-61.
! I
I l
f I
~~--'-'l-'}_ci_e-t· _tE:U-1 __ -J'-'--'-=--,<.e,;;..-•""-::'°'.'.'C,._::..-..~=-==----------r------t----::-c:--it
CAT£ INITIAL DA TE INITIAL
ENG/NEEF/ OF WOR REViSiON DESCRIPTION OTHER APPROVAi
60
366.6
/ FS
SECTION D-D
NOT TO SCALE
369.6
DEEPENED FOOTING
PE:R PLAN
() ".19..,.
2% ~':,
SECTION £-£
NOT TO SCALE
1:
4
' x
I
• • I
* I
I t t I
ENGINEER OF WORK
~~~J;__, .... ;3/z2,/,,'f
R&6tJDL. MARIIN DA TE
PCE NO 48570 EXP. 6/30/0rb
BENCH MARK
DESCRIPI/ON: STANDARD M-10 STREIT
CENTERLINE WELL MONUMENT
LOCATION· CENTERLINE OF EL CAMINO REAL
AT ENGINEER'S STATION 454+92
PER i,.:::. 1800-1
RECORDED: COUNTY BENCH LEVELS (NO.
COUNTY VERT. CONTROL DATA)
ELEVA/ION: 68.479 DATUM: NGVD OF 1929
REVIEWED BY:
.10/24 /of,,_
DATE
Si/EETS i
8
DWN BY: ___ _
CHKD 8)'.· ___ _
PROJECT NO.
CT 01-03
I DRAWING NO.
'405-6C
CITY APPROVAL RVWO BY:
R: \0196\&:Eng\Ca/averc f-1\Prec/seGradin9\0196pg05.dwg[ 1275]Nov·i? 2003: 13: 58 110 NO 553-163
L
NOT[: i Hr I GHT OF SOUND WALL FOR LOCATION AI\D N -DWG NO 405-61.
SEE LANDSCAPE PLA ... .... --~----
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• CITY APPROVAi OTHER APPROVAL '
I
60
ENGINEER OB7 WORK
~-MA
BENCH M 10 STREET
DESCRIPTION· ~~~~~i~E' WE'LL MONUME'NT
[L CAMINO RE'AL LOCATION: CENTERLINE ~SF STATION 454+92 AT ENGINEER
D[R R5. 1800-1 (NO
£NCH LEVELS · F?FCOFIDED: COUNTY B RT CONTROL DATA) COUNTY VE ·
-DATUM· NGVD OF 1929 ELEVATION: 68.479 • "
R: \0196\ftEog\Caiavora . r . -1·nq\0196pg06.ow91 t-1\PreciseG, a t 12751Nov-12-. 2003· 13: 59 WO NO 553-16.3
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DALE GLEED AT (85Bi481-8500
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
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
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 THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN·-OFF PRODUCING
RA/NEALL.
5. THE CONTRACTOR SHALi. INSTALL ADDITIONAL EROSION CONTROL MEASU9ES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROV/OED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE P.90JECT PERIMETER MUST DRAIN AWAY FROM Tl!£ 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 PROBABIUIY FORECAST EXCEEDS FORTY
PERCENT (40%). SIL.T AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH J/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERMINATION OF HYDROSEEDEO SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL 8£
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 CONTROi.. PLANTING AND /RR/GA T/ON SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED iN SECTION 212 OF THE STANDARD
SPECIF/CA T/ONS ANO THE FOLLOWING:
A.
B.
C.
D.
£.
II
HYDROSEEDING SHALL BE APPL/ED 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 T/-IAN 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 ANO RECREATION DIRECTOR AS H/GHL Y
VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL COND/TION 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. TH'IEE TO EIGHT FEET IN HEIGH/ SHALL BE IRRIGATED BY HANO
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIPITATION 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 HYDROSEEDINC. THE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBE.RS, TYPES ANO COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM.
3. IRRIGATION SHALL MAINTAIN TN[ MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEOED GROWTH.
HYOROSEEDING 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 or ACHILLEA MILLEFOL/A
e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c,d.e, ANO f OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE T/-IE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM
EITHER A PUBLIC STREET OR RESIDENT/AL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN
r!XING BACTERIA ANO APPLIED ORY EITHER BY DRILLING OR
BROADCASTING BEFORE HYDROSEEDING.
,. 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-TOXIC WETTING AGENTS MAY BE ADDEO TO THE HYOROSEEO
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE.
lYPE 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 CONSIST/NG OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH
15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
ARFAS TO BE HYOROSEEDED SHALL BE PREPARED PRIOR TO HYOROSEEO/NG 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. CONDITION/NG 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.
HYDROSEEDEO AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEOING IS
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
HUNSAKER & ASSOCIATES
SAN DIEGO, INC.
PLANNING • ENGINEERING • SURVEYING
10179 Huennekens St. ,. Suite 200 ,. San Diego, CA 92121 "'PH: (858) 558-4500 • FX: (858) 558·1414
PUBLIC RIGHT -
OF-WAY
' 8" MIN.
tXISTING GROUND
14'MIN.
PROFILE
PUBLIC RIGHT-OF-WAY
100'MIN.
PROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCTiON
ENTRANCE AND PUBLIC RIGHT-OF-
WAY
STABILIZED CONSTRUCTION ENTRANCE
1 ~'!r~
FLOW ----;;,,;;
TI7II
EMB[DDING DETNL
ANGLE FIRST STAKE TOWARD
PRfl/lOUSL Y LAID BALE ---a
Fl.OW---..
--
. ~.;;~~~·= WIRE OR NYLON '-' BOUND BALE:S
PLACED ON THE
CONTOUR
---~-2 FIE·-BARS.STEEl PICKETS,OR
-2"X 2" STAKES 1 1/2' TO
2' IN GROUND
ANCHORING_ DETAIL
" DRAINAGE A.9£A LESS THAN 1 ACRE
STRAW BALE DIKE
1. SET POSTS ANO EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
2. STAPLE WIRE FENCING TO
THE POSTS.
SILT FENCE
9 IN. EARTHEN RIDGE
UNLINED SWALE & BERM
DVERFL1/~
GRAVEL FILTER""~,,,',,,,
RUNOFF
WATER WITH
SEDIMENT
''-a
r-WIRE SCREEN
I , FILTERED WATER I
DROP INLU
WITH GRATE
~--coNCRETE BLOCK
BLOCK-SCREEN-GRAVEL SILT BASIN
STAKED
COMPACTED SOIL
TO PREVENT PIPING
·-. STRAW BALE
DROP INLET
( WITH GRATE 2X6 STRUT/SJ
RUNOFF WATER
WITH SEDIMENT
'
ifT_ .-,M-.-• ----.--,-_ J,. J,.
•
{1)1\'('i} !(
,1.f//, ), ,f}A1,
(\'IX l(,\cl 'i
1\1, 1 'I'\ A\'A I /1A'i•I!\;
7-> L_ .. □-.:::.,.. '
2X6 STflUTIS)
FILTERED
WATER
{/1~ 1{{\} I\
1!'/!1\' ~ I I-I\
7ts> -
jl
STRAW BALES ,.,,
STAKED WITH TWO
STAKES PER BALE
END AND SIDE
OVERLAP AT
CORNERS
:::1.i-::
~
~;: #_'
:;::.,.-__ ...
/ Ill ::::o ::
~
/ /[]~
.:::.,.. '
2X6 STRUT/5)
REQUIRED WHE:N
NOTED ON PLANS
L ,, ,.....,....0 ....
-~ ----....-...
?1'i),t 11'1r ~~
,J,1,,,,111,
1v ',VIX 1,V,cV{ 111 \ ,,,1 q, I 1, ,1,11,
/:fl:.. _,_ -
~
,v'i) t(,'/1, 11
I ~9/ h i°1 \
IIAY BALE SlLT BARRIER
GFIAVFL BAGS OVERLAP
ONTO CURB ·°'\
)
-a-----____ __...
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
J fT (0.9 M) MIN.
THREE LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GRAVEL BAGS
I
18"
i
LOG CHECK DAM
L
A
B
·-
~ ~1~ill~~~i ! t i 1T~:T-'
POINTS A SHOULD BE HIGHER THAN POINT B
HAY BALE CHECK DAM
6 IN (15 CM)
24 IN (61 CM)
(A) l
COARSE AGGRE~=ATE I
now --24 IN (61 CM)
-~o I
(B)
L=DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
. ·--rn :: i =l
GRAVEL CHECK DAM
SWALE
DIRECTTON OF
STREET' FLOW
-111 _LJ'ff:
U -i----t GRAVEL BAGS (TYP.)
W= 75% ROADBED
WIDTH
...---vt:NTERLINE
B'(MIN.) SPACING FOR
VEHICLE ACCESS
X SWALE
A-PLAN
NO SCALE
ONE BAG MIN. /GRAVEL BAGS (TYP.) 1
~
FIR
TO
~--
ST ROW OF BAGS~ECTION BE HALF BURIED A-Al
NO SCALE
STREET SLOPE INTERVAL
LESS THAN 2% 200'
2% TO 4% 100'
4% TO 10% 50'
MORE THAN 10% 25'
NOTE: PROVIDE VELOCITY REDUCER IN ALL
UNPAVED STREETS AT THE INTERVALS
IND/CA TED ABOVE.
SAND BAG VELOCITY REDUCER
NO SCALE
~··---
rt---____ ,._,. __ ----·-
it--------~--1---··~----
--··
-~---··--· ---"'-"' +-· --·-
-
i
!
•
i fl.w-1 il;C-AC>-0\..ll<-T°
DA TE J. INITIAL I REVISION DESC.R!PTION £NC/NEER OF WOR~ .
20 30 -
31-40 ' 41·-so· •
51 60 10.
IF /l '
-
i
i
!
!
• !
i !
DATE j INITIAL
OTHER APPROVAL
LEGEND
DESCRIPTION QUANTITY SYMBOL
STABILIZED CONSTRUCTION 1 EA
ENTRANCE
SILT FENCE 640 LF -0----0--0---0-
t • • • • • j
HYDROSEED 24,047 SF • • • • • •
GRAVEL BAGS 3,000 EA =
FIBER ROLL 3,556 LB'
ENGINEER OF WORK I~ '..Y-¼6 ~/2.,/41
ND L. MARTIN DATE 0 48670 EXP. 6/30/0"'
BENCH MARK
D£SC.RIPTION· STANDARD M-10 STREET
CENTERLINE WELL MONUMENT
LOCATION: CENTERLINE OF EL CAMINO REAL
AT ENGINEER'S STATION 454+92
PER R.S. 1800-1
RECORDED: COUNTY BENCH LEVELS (NO.
COUNTY VERT. CONTROL DATA)
ELEVATION: 68.479 DA TUM: NGVD OF 1929
"AS BUILT" ~ ... ,.1✓/,L.t:~ s--/s/46
DATE RCF 4e:,,:,/o EXP. 124/-:,of?X, J .,.. ~~·--~----
RFVIEWFD BY: ,,:z,,__ l ,/~p.4Jlo/:,.
11>/SPEClDR DATE
I S7ET I CITY OF CARLSBAD I SHsSI
ENGINEERING DEPARTMENT
EROSION CONTROL PLANS FOR:
CALA VERA HILLS
VILLAGEE-1 ---·------
APPl?OVED LLOYD B. HUBBS,61" ...ti.
A --A • _,,,,__ • --.,
CITY ENGINE~RCE 2 EX '" ,_____ ____ Trl5ef.to/:?
PROJECT NO. i DRAWING NO. OWN BY: I
• DATE i INITIAL CHKD BY:R, _., CT 01-03 j 405-6C RVWD BY:. . 1 CITY APPROVAL
R: \0196\&Eng\Calavera E-1\PreciseGrading\0196pg07.dwg[ 1275]Sep-05-2003: 09: 50 WO NO 553-163
BIN :
Pl ANNING
ENGINEERING
SURVEYING
\
~,j
. .
'\y • .. .
. -· /
...... ····~·>:1>·.,.
,. -,.._ ·---,, '.
•
•
\
\
40
I
SCALE 1"~40'
HUNSAKER
& ASSOCIATES
.SAN O!ECO, INC
10,7q i \uennekens Street
San Diego, Ca 92121
\,
80 ,
\ \ ~ I \ I \
ERR --..,,--\
. ' I
.•. / \ \\~..,
a~~G\ \ \ \0
<;.) , \ \
~r\ \ \'\
--z \
120
'
\
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. _,,,,,.,.,.,.,,, . .,,.~,-.. -----~----···•"'"' .
\
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I
\
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I
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I
I
NOTE: HYDROSEED AND SANoe::s HAVE BEEN
BONDED BY OWG 405s~u,;, REMAIN CAPPED AREA DRAIN SYSTEM ""'-'-
UNTIL LANDSCAPING HAS BEEN COMPLETED
ENGINEER OF WORK
BENCH MARK
TANDARD M-10 STREIT DESCRIPTION: ~ENTERLINE WELL MONUMENT
CENTtRLINE OF EL CAMINO REAL
LOCATION: AT ENGINEER'S STATION 454+92
PER R.S. 1800-1
COUNTY BENCH LEVELS (NO.
RECOROCD: COUNTY VERT. CONTROL DATA)
68.479 DATUM: NGVO OF 1929 ELEVATION:
e:
/ ~PECTOR
.. I SH[EIS I
l===~==t:==============t==~==t==·~t~~~j1 APPROVED LLOYD B. HLJBB~6Y°,.:.,(, 146,,'t t===±==t===============+==+==t==j==j t .~~~~~f?j~~2~ D'Pl2,/31 /05 DATl !"CITY ENGiNE[R Cc G NO
DATE
1'?.l..l-1
!NIT/AL
I
ENGINEER OF WOR~
t<>-e>ult..-T
REVISION DESCRIPTION
DATC ! !NfTfAL
OTHER APPROVAL
DATE ! INITIAL
CITY APPROVAL
OWN BY: ----::.,
CHKD BY: --;;'.f:;f-'';1--I
RVWD BY:
PROJECT NO. DRAWIN .
CT 01 -03 405-6C
. d. \0196pg08.dwg{ 1275]Nov-12-2003: 14: 06 C"' ~\Prec1seGra 1ng R: \0196\&Eng\Colavero c-1' WO NO 553-163
BIN :