HomeMy WebLinkAboutDWG 432-9A; CUP 04-22; AIRPORT HOTELS; 01-09GRADING 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 THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED 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 CONSTRUCTION. 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 PERM/ T ISSUANCE, A
CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEf'S POLICY IN TH[ MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER
AND A S/Zf CA TfGORY OF CLASS V OR BETTER AS fSTABLISHfD BY "BESTS" KfY
RA TING GUIDE.
5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTS/Of OF PUBLIC RIGHT OF WAY RfQU/Rf SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL Bf COMMfNCfD UNTIL ALL PERMITS HAVf BffN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY TH[ CITY fNG/NffR DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BffN OBTAINED AND A VALID GRADING PERMIT HAS BffN ISSUED.
8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THf PLANS AND THE Tl TLE SHEET.
9. ORIGINAL DRAWINGS SHALL BfCOMf THf PROPERTY OF TH[ CITY UPON Bf/NG
SIGNED BY THf CITY ENG/NffR.
10. THf ORIGINAL 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 F/Rf AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
TH[ PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12. WHfRf TRfNCHfS ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL Bf SUBMITTED BY A PROFESSIONAL fNGINEfR OF THf STA TE OF
CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
13. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION Rf GARDING
ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL Bf DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE
STA TE OF CALIFORNIA PRINCIPAU Y DOING BUSINESS IN THf FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE
• EARTHWORK SPECIF/CATIONS " ATTACHED TO T.Hf PRELIMINARY SOILS
INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECONSTRUCTION MEETING SHALL BE HFL D AT THE SITE PRIOR TO THE
BEGINNING OF WORK AND SHAii BE ATTFNDW BY All REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION, /NSPfCTION, SUPERVISION, TESTING AND ALL
OTHER ASPECTS OF THE WORK T.HE CONTRACTOR SHALL SCHEDULE T.HE MEETING
BY CALLING (760) 438-3891 AT LEAST FIVE(5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST Bf
AVAILABLE PRIOR TO SCHEDULING. T.Hf GRADING PERMIT WIU BE PROVIDED BY
T.HE PROJECT INSPECTOR AT T.HE MEETING.
15. All INSPECTION REQUESTS OTHER THAN FOR PRECONSTRIICTION MEETING m11 BE
MADE BY CAI I/NG THE ENG/NEERING 24 HOUR INSPECTION REQUEST IINE AT
(760) 438 3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2: 00 P.M,
ON TH[ DAY BEFORE TH[ INSPECTION IS NEEDED. INSPECTIONS WILL Bf MADE
T.HE NEXT WORK DAY UNLESS YOU REQUEST OT.HfRWISE. REQUESTS MADE AFTER
2: 00 P.M. WILL Bf SCHfDULfD FOR TWO FULL WORK DAYS LATER.
16. THE OWNER AND/OR APPLICANT T.HROUGH T.HE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL Bf SOLfL Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALT.H STANDARDS, LAWS AND REGULATIONS.
17. THf CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OT.HER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THf HAZARD OF CAVING GROUND DURING TH[
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING T.HE PIPE /NSTALLA TION
THEREIN. THIS PLAN MUST Bf PRfPARfD FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN OEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO fXCA VA TION IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8
CALIFORNIA ADMINISTRA TIV[ CODE. T.HE PLAN SHALL BE PREPARED BY A
REGISTERED ENG/NEER AT THE CONTRACTORS EXPENSE A COPY OF T.Hf OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
fXCAVA TION.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BffN
OBTAINED FROM T.HE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING
PERMIT M"LL IN ADVANCE OF THf SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARf DISCOVERED WIT.HIN ANY WORK AREA
DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY AND T.HE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PfRMITTEE HAS RECEIVED WRITTEN AUT.HORITY FROM T.HE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON T.HE SITE OR ADJACENT T.HERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EART.HMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OT.HER ASSOC/A TED
GRADING EQUIPMENT SHALL Bf LIMITED TO THf PERIOD BfTM"fN 7:00 A.M. AND
SUNSET fACH DAY, MONDAY T.HRU FRIDAY AND NO fART.HMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON M"EKENDS OR HOL/DA YS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THf fNGINEfRING DEPARTMENT COUNTER.)
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY T.HE CONTRACTOR TO T.HE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING OA YS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHALL Bf OBTAINEO FROM, ANO WASTE MATERIAL SHALL Bf
DEPOSITED AT, A SITE APPROVED BY T.HE CITY ENGINEER. D-IE CONIR4CIOR
SHA/ I BE RESPONSIB/ E FOR ANY DEBRIS OR DAMAGE OCCURRING AL ONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
23. BRUSH SHALL Bf REMOVED ONLY WITHIN THf AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN T.HE PONDING OF
WATER IS NOT PERMITTED. ALL fARTHfN SWALES AND DITCHES SHALL HAVE A
MINIMUM ONE PERCENT SLOP[.
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY
THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THf SITE SHALL BE LEFT IN A NfA T AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY T.HE CITY ENGINEER.
27. ALL SLOPES SHALL Bf /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEfDED
WITHIN TEN (10) DAYS OF TH[ TIME WHEN EACH SLOP[ IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL Bf ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO. 4J2-9L. AND/OR AS DIRECTED BY THE CITY
fNGINffR OR PLANNING DIRECTOR.
P:\£NGR\ .. \79"9"d()1.ctwg 1-11-06
29. T.HE OWNER/APPLICANT SHALL INSURE T.HA T ALL CONTRACTORS SHALL COORDINATE
T.HE WORK OF T.HESE GRADING PLANS WIT.H THAT SHOWN ON BOT.H T.HE LANDSCAPE
AND /RR/GA TION PLANS AND T.HE IMPROVEMENT PLANS AS REQUIRED FOR T.HIS
WORK IN ACCORDANCE WIT.H T.HE LANDSCAPE MANUAL TIME REQUIREMENTS.
JO. STORM DRAIN P/Pf SHALL BE REINFORCED CONCRETE PIPE WIT.H A MINIMUM
D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY Bf
UTILIZED PROVIDED DfPT.H IS LfSS THAN 15 FEET AND BACKFILLED WITH Jj-f"
ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR
SDR 35 SOLID WALL PIPE.
31. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RfSUL T OF T.HE
GRADING OPERATION, IT SHALL BE REMOVED WIT.HIN TM"NTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WIT.H PROPERLY COMPACTED SOILS. IN OT.HER
AREAS T.HE PIPf WILL BE PLUGGED WIT.H CONCRETE OR REMOVED AS APPROVED BY
T.HE CITY ENGINEER.
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
( ABOVE GROUND AND UNDER GROUND ) WIT.HIN T.HE PROJECT SITE SUFFICIENTLY
AHEAD OF GRADING TO PERMIT T.HE REVISION OF T.HE GRADING PLANS IF IT IS
FOUND THAT T.HE ACTUAL LOCATIONS ARE IN CONFLICT WIT.H T.HE PROPOSED
WORK.
33. T.HE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR T.HEIR
FACILITIES AND SHALL COORDINATE T.Hf WORK WIT.H A COMPANY RE.PRE.SENTA TIVE.
UNDERGROUND SERVICE ALERT (800) 422-4133
SDG&:E (BOO) 660-7343
SBC (800) 892-0123
ADELPHIA CABLE COMMUN/CATIONS ~760) 438-7741
CITY OF CARLSBAD(STREETS &: STORM DRAIN) 760) 434-2980
"CITY OF CARLSBAD(SfM"R, WATER &: RECLAIMED WATER) 760) 438-2722
'SAN DIE.GU/TO WATER DISTRICT [760) 633-2650
'LEUCADIA WASTE WATER DISTRICT 760) 753-0155
"YALLEC/TOS WATER DISTRICT (760) 744-0460
'OLIVENHAIN WATER DISTRICT (760) 753-6466
'BUENA SAN/TA TION DISTRICT (760) 726-1340
*AS APPROPRIATE
34. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED GRADING -T.HE APPLICANT HIRES A CIVIL ENGINEER,
SOILS fNG/NffR, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL THf WORK IN PROGRESS [15.16.120.8)}
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -T.HE FOLLOWING
REPORTS MUST Bf SUBMITTED TO T.HE CITY fNGINEfR VIA T.Hf
PROJECT INSPECTOR [15.16.120.9&: .10} CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL
GRADING IS COMPLETE. ALL EROSION CONTR0~1 SLOPE PLANTING AND /RR/GA TION AR[ INSTALLED IN CONFORMANCE WIT.H CITY CODE AND T.HE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DtPARTMENT).
(2) AS-BUILT GRADING PLAN.
(3) REPORT FROM THf SOILS ENGINEfR, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
T.HE EXPANSIVE QUALITY OF T.HE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. T.HE REPORT SHALL ALSO
INCLUDE A STA TEMfNT BY T.HE SOILS ENGINEER THAT T.Hf
GRADING WAS DON[ IN ACCORDANCE WIT.H T.HE REQUIREMENTS AND
RECOMMENDATIONS OUTLINED IN T.HE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS T.HERETO.
( 4) REPORT WIT.H AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
35. UNLESS A GRADING PERMIT FOR T.HIS PROJECT IS ISSUED WIT.HIN ONE (1)
YEAR AFTER T.HE CITY ENGINEER'S APPROVAL, THfSf PLANS MAY BE Rf QUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FfES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
36. THE SOILS REPORT TITLED GEO TECHNICAL INVEST/GA TION PROPOSED CARLSBAD HOTEL
PROJECT PREPARED BY LEIGHTON CONSUL TING, INC., DA TED AUGUST 6, 2004 &:
SUPPLEMENTAL LETTER DA TED FEBRUARY 4, 2005 SHALL
Bf CONS/DfRfD AS A PART OF T.HIS GRADING PLAN. ALL GRADING SHALL BE DONE
IN ACCORDANCE WIT.H T.HE RECOMMENDATIONS ANO SPECIF/CATIONS CONTAINED IN
SAID SOILS RfPOR T.
37. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CAL/f:ORNIA
ADMINISTRATIVE CODE.
38. ALL SURVEY MONUMENTS AND POINTS T.HA T ARE DISTURBED BY T.HIS WORK SHALL BE
REESTABLISHED, PERPETUATED AND DOCUMENTED PER TH[ PROFESSIONAL LAND
SURVEYOR'S ACT.
SOILS ENGINEER'S CERTIFICATE
SIGNED: •
P.E. NO.:
DA TE: ____ c_/_-_1_3_·0--=i:; ______ _
LICENSE EXP/RATION DA TE: 9/JD/D6
I HEREBY DECLARE T.HA T I AM T.HE ENGINEER OF WORK FOR T.HIS PROJECT, T.HAT I
HAVE EXERCISED RESPONSIBLE CHARGE OVER T.HE DESIGN OF T.HE PROJECT AS DEFINED
IN SECTION 6703 OF T.HE BUSINESS AND PROFESSIONS CODE, AND T.HA T THE DESIGN IS
CONSISTENT WIT.H CURRENT STANDARDS.
I UNDERSTAND T.HA T THE CHECK OF PROJECT ORA WINGS AND SPECIF/CATIONS BY T.HE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINffR Rl~-Q
RfSPONSIBILITIES FOR PROJECT DESIGN. iu#. I
FIRM: P&D CONSULTANTS ~ S1"1vv1S .1-,~,t+
.
1--
Ul I
-1~ADl~G
111 I
SHEET INDEX
GRADING PLANS
-----~V
-.-aa
EXIST. +-BLDG_.
EXIST. BLDG.
PLAN SHEET NUMBER
PLAN AND PROFILE STORM DRAIN
STRIPING, SIGNING &: PAVING
EROSION CONTROL
SHEETS 1-4
SHEETS 5
SHEETS 6
SHEETS 7-8
SHEETS 9 HORIZONTAL CONTROL
OWNER'S CERTIFICATE
I ( M" ) HEREBY CERTIFY T.HA T A REGISTERED SOILS
SCALE:
ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RfTA/NfD
TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON T.HE
COMPACTION AND STA IL/TY OF. IS SITE.
~
NILESH MADHA V DATE
FIRM: AGO HILLS LLC.
ADDRESS: 620 NEWPORT CENTER DRIVE, 14TH FLOOR
CITY, STA TE: NEWPORT BEACH, CA 92660
TELEPHONE: 949.610.8085
LEGAL DESCRIPTION
PARCELS B, C AND D OF PARCEL MAP No. 14115, IN
T.HE CITY OF CARLSBAD, COUNTY OF SAN DIEGO,
STA TE OF CALIFORNIA, FILED IN THE OFFICE OF THE
COUNTY RECORDER OF SAN DIEGO. JANUARY 9,
1986 AS FILE No. 86-009536 OF OFFICIAL RECORDS.
SAID PROPERTY Bf/NG DfSCR/BfD IN A CfRTIFICA TE OF COMPLIANCE
RECORDED ON SEPTEMBER 22, 2000 AS FILE NO. 2000-0508375 OF
RECORDS OF SAID SAN DIEGO COUNTY.
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON T.HESE PLANS WAS GENERA TED BY AERIAL
MAPPING METHODS FROM INFORMATION GA T.HER[D ON JULY 26, 2004
BY PHOTO GEODETIC CORPORATION. TOPOGRAPHY SHOWN HEREON
CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.
PROJECT LOCATION
T.HIS PROJECT IS COCA TED WIT.HIN ASSESSORS PARCEL NUMBER
213-070-29-00.
-v---...T.Hf CALIFORNIA COORDINATE INDEX OF T.HIS PROJECT IS:
N 1,990,000 E 6,246.000.
ADDRESS: __,,8,..,,9-"'54"'---'"R ... IO,.,__,,S,....A...,N~D.,,I .... E.,_,_G,,,_O _.D,.,,R...,, S~T~E~=, fOR 16Su~ f.n 0tJ of I
CITY. STATE SAN DIEGO, CA Q..£..S,o..1S ~lf, Cll-AtG~
filE~•PIH:O:Nf~:::~-1t~~i,~ui9~3~9~1=.=1~4=7~5~===~~~~ I ' -1
EFERENCE DRAWINGS
177-3
BY,_ _ r ,.> OATE, _ ___:_,._:1....:;,.,_•0'-"-'---
PAUL R. KANE Ii{
R.C.E. N0.: ____ 4~4~0~1~6~--------
REGISTRA TION EXP/RATION DA TE: -~6~/~30=/,~0~7 ____ _
PM 14115
198-9
BENCH MARK
TCB AECOM
PAUL R. KANE RCE 44D16 EXPIRES 6-30-07 DATE
\
":=m~~r-,';-,-r--r_,.__ l
EXIST. BLDG.
1• = BO'
F~y
VICINITY MAP
EARTHWORK QUANTITIES
RAW QUANTITIES
OVER EXCAVATION
SHRINKAGE 25¾
CUT:
4,920 CY
12,602 CY
0.15' SUBSIDENCE -535 CY
(50¾ OF AREA IS CUT)
FILL:
6,310 CY
9,452 CY
3,150 CY
535 CY
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ROAD
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WORK TO BE DONE -/Hf GRADING WORK SHALL CONSIST OF /Hf CONSTRUCTION pf' ALL CUTS AND FILLS, RE:MEDIAL
GRADING. DRAINAGE: FACILJnE:s, E:ROS/ON CONTROL FACILJTIE:S, AND PLANnNG OF PE:RMANENT
LANDSCAPING AND PREPARA nON OF AS-BUILT GRADING PL,ANS, AS-BUILT GEOLOGIC MAPS AND
REPORTS, ALL AS SHO~ OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS,
SPECIF/CATIONS, RE:QUIREMENTS, RESOLUTIONS AND ORDINANCE:S CITED ON THESE: PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS,
CURRENT AT /Hf nME OF CONSTRUCnON, AS DIRECTED BY THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. Cl TY OF CARLSBAD STANDARDS
J. /HIS SET OF PLANS
4. Cl TY OF CARLSBAD PC RE:SOLU nON NO. 5865 & 5866 DA TED APRIL 6, 2005.
5. THE STANDARD SPECIF/CA nONs FOR PUBLIC WORKS CONSTRUCnON (GREEN BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY LEIGHTON CONSUL TING, INC. DA TED AUGUST
6, 2004. & OCT. 25, 2004, AND UPDATED NOV. 2, 2005 AND DEC. 22, 2005.
7. /Hf SAN DIEGO REGIONAL STANDARD ORA WINGS AND AS MAY BE MODIFIED BY THE
CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DA TED N/A
9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED APRIL 6, 2005.
10. STORM WATER POLLUTION PREVENTION PLAN (Sl\f'PP) PRE:PARED BY P&D CONSULTANTS DA TED
JUNE 2005. WO/D NO. 9 J7CJJ6735.
11. STORM WATER MANAGEMENT PLAN (S~P) PRE:PARED BY P&D CONSULTANTS DA TED JAN. 2006.
12. THE CALIFORNIA STORM WATER QUALITY ASSOC/A nON (CASQUA), STORM WATER BEST
MANAGE:MENT PRACTICE CONSTRUCTION HANDBOOK AND STA TE OF CALIFORNIA, DEPT. OF
TRANSPORTA nON, CONSTRUCnON SITE BEST MANAGEMENT PRACnCES (BMP) MANUAL.
LEGEND
DESCRIPTION DWG.NO.• SYMBOL QUANTITY
CUT BANK, 2: 1 SLOPE
FILL BANK, 2: 1 SLOPE
CONTOUR
EXISTING CONTOUR
DAYLIGHT LINE
CUT/FILL L/Nf
PROJECT BOUNDARY
GRADED SWALE 1 X MIN .
SPOT ELEVATION
LIGHT STANDARD (ON-SITE) (PR/VA TE)
FLAGPOLE
PEDESTRIAN RAMPS
MATCH EXIST. (7" CONG. OVER NATIVE)
4" AC/ 5" AB CLASS 2 -(Tl=4.5)
4" AC/ 7" AB CLASS 2 -(Tl=5.0)
4" AC/ 13" AB CLASS 2 -(Tl=6.0)
4" AC/ 15" AB CLASS 2 -(Tl=7.0)
4" CONCRETE SIDEWALK
6" CURB
8" HDPf STORM DRAIN (PR/VA TE)
PROTECTION POST
PROTECTIVE RAILING ALONG WALKWA Y
TRASH ENCLOSURE
6" CURB &: GUTTER (TYPE G)
8" CURB &: GUTTER (TYPE G)
10" CURB &: GUTTER (TYPE G)
CROSS GUTTER
I\. 6" SUB DRAIN
G-1
W-16
SDM-115
GS-16 (CARLSBAD)
G-2
G-2
G-2
DETAIL SHT 2
v v v v
v v v v
--90 ---
--(90)--
---1,-..,--
-----
90.5
e-0
0
:·. :: ··· ... ·. ·. . . . .
I"····:<•: · ·: · •· · I
.. ------
•
=====
39 fA
2 EA
4-fA
700 SF
36,810 SF
32,400 SF
600 SF
8500 SF
2160 LF
2450 LF
214 LF
2 EA
105 LF
2 EA
520 LF
100 LF
50 LF
3520 SF
685 LF
80 LF ~~ STORM DRAIN (PR/VA TE)
~STORM DRAIN (PR/VA TE)
CATCH BASIN (TYPE G) (PR/VA TE)
CLEAN OUT (TYPf A) (PR/VA TE)
D-8
D-9
D-1
,1 .1F
■
a
□ []::J
"«
CURB INLET (TYPf A, A-1) (PRIVATE)
HEADWALL (TYPf A)
12" x 12" BOX INLET (PR/VA TE)
5'-0" SINGLE TRAP (STORM TRAP)
D-30, D-31
DETAIL SHT 5
RETAINING WALL (PER PLAN, SEPARATE PERMIT REQUIRED)
FLOGARD PLUS INLET FILTRATION BY KR/STAR (OR APPROVED EQUIVALENT) AT INLETS
SWi,_CJLQ/1. ,IlL.f "D/J!;(T ~P.,..PRI\JNS TO OCFAN" QB S/Miu.f!JACH IN_lfT_ _
<10 -/E'Ci"' 1~0-r., W/711 W4Tti!t TIGHTJ(JiiifiJ ~ .,_,,., .... ,,.. ~
• RfFfRS TO SAN DIEGO REGIONAL STANDARD ORA WING UNLESS NOTED OT.HER
2 EA
1 EA
4 EA
21 EA
8,850 SF
4 EA
j_ E
SUBTOTAL: 18,057 CY
LESS FILL FOR ROAD UNDERCUT
19,447 CY
2,720 CY
PUNNING DEPARTMENT APPROVAL ~u21u Z /G~
"AS BUI ,'/1' &~
~ No 59089
}h'4t@zp;.:' ,-19?1 ~-Exp. 6/JO/lt
NET CUT: 18,057 CY
NET FILL: 16,727 CY
WIT.H UTILITY TRENCHING AND FINE GRADE SITE WILL
BALANCE
(SIGNBD) DATE;
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INSPECTOR DATE
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AGO HILLS, LLC.
GLENN THOMAS PRUIM 14/-i; c ',~-~(JI<£ 4
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SECTION 'A-A'
NO SCALE
NOTES
1. SEE SDRSD C-1, 7 & B FOR RETAINING
WALL DETAILS & NOTES.
2. COLOR & FINISH TO BE SPECIFIED BY
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DATE
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ENGINEERING DEPARTMENT
~G~RAD~I~N~G~PLAN~;;;S~FO~R:~-===:::::::::::::::::::::::::::::::::::==::::....'=:::::::~
DA TE INITIAL
ENGINEER OF WORK
REPLACES SHEET ORIG/NALLY SIGNED 2/9/06
ADD RETAIN WALL, STORM DRAIN, REV. GRADING
REVISION DESCRIPTION
DA TE INtllAL DAT£ INITIAL
OTHER APPROVAL CITY APPROVAL
AIRPORT HOTELS
AGO HILLS, LLC.
APPROVED0.7LAUSER
EPUTY CITY ENGINEER PE 33081 EXPIRES 06
OWN BY: ---PROJECT NO.
CHKD BY: Ga\lP CUP 04 22 RVWO BY: -
(/1z./o 7
30 08 DA
DRAWING NO.
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"ASSUMPTION OF RESPONSIBLE CHARGE"
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LEES. WOOTEN R E 2514
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8954 RIO SAN DIEGO DRIVE, SUITE 610
SAN DIEGO, CALIFORNIA 92108
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WWW. TCB.AECOM.COM
EXPIRES 12-31-07 DAT£
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REPLACES SHEET ORIG/NALLY SIGNED 2/9/06
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DA TE INITIAL DA 1£ INITIAL DAT£ INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
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VERT. 1 "= 4'
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PER ARCHITECT PLANS
STRATA GRID -~
SEE STRUCTURAL
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RETAINING WAL L
EMBEDMENT
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GRAPHIC SCALE: 1 "=20'
TCB AECOM P&D CONSULTANTS
8954 RIO SAN DIEGO DRIVE, SUITE 610
SAN DIEGO, CALIFORNIA 92108
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DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
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1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING.
2. PAINT 4" REFLECTIVE WHITE FOR PARKING AS INDICATED.
J. PAINT HANDICAPPED SPACES PER DETAIL 1 BELOW.
4. "STOP" SIGNS (R1) SHALL BE AUGMENTED WITH A 12" WHITE LIMIT
LINE AND A STOP PAVEMENT LEGEND AT EACH LOCATION.
5. ALL LIMIT LINES, STOP BARS AND PAVEMENT LEGENDS SHALL BE
THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. ALL PAVEMENT
LEGENDS SHALL BE THE LA TEST VERSION OF CAL TRANS STENCILS.
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7. ALL S/GNAGE SHALL BE REFLECTIVE PER CAL TRANS SPEC/FICA TIONS.
8. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE MUTCD 2003
EDITION AS AMENDED BY THE 200J CALIFORNIA SUPPLEMEN T.
9. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH
BREAKAWAY BASE PER SDRSD M-45.
10. WHEN ALL SIGNS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING
A STANDARD CITY OF CARLSBAD APPROVED MOUNTING BRACKET
WITH STRAPS.
11. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED
TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A VE.
12. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED
AND INSTALLED BUY THE CONTRACTOR EXCEPT THOSE SIGNS
SPECIF/CALLY SHOWN AS EXISTING TO BE RELOCA TEO .
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No. 4-4-016
30' o· ·--- - -GRAPHIC SCALE : 1"=30'
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RC£ $}l,M EXP. (#-30-11 DA TE
REVIEWFD BY:
>---+----+-------------+---+----+---+------' I S6HEET I CITY OF CARLSBAD I SHgEETS I
::==::::::...':::::=::=£:::N~G:::/N:::fE:::R:::IN:::G:::::::0£:::P=A:::R:::TM:::£:::N=T==='...':::==~
GRADING PLANS FOR:
STRIPING, SIGNING & PAVING PLAN
AGO HILLS, LLC.
APPROVED 4t-GLENN THo~~s PR.u~
t----+-----t--------------+----+---+--+----1 ~ d UGi-.c in ~ ~ -
CITY ENGINE~ PE 5vf74 EXPIRES 09 30 07 ATE
DAT£ INITIAL DAT£ INITIAL
ENGINEER OF WORK REVISION DESCRIPTION DlHER APPROVAL
DATE INITIAL
Cl TY APPROVAL
DWN BY:
CHKD BY•GvP
RVWD BY:
PROJECT NO.
CUP 04-22
DRAWING NO.
432-9A
P: \ENGR\ 175794 \grading\79grd06.dwg 1 /11 /06
0811 09
CURB DATA
NO. DEL TA OR BRG. RADIUS(ft LENGTH(ft) REMARKS
1 N53"53'00"E -----24.34 6" CURB
2 45•50•02· 25.00 20.44
J 83'37'15• 20.00 29.19 •
• 96'22'45" 2.00 3.36
5 N36'07'oo·w -----15.89 •
6 N53"53'00"£ -----57.00 •
, N36'07'oo·w -----13.27 •
a 180·00·00· 4.50 14.14
• N36·01·oo·w -----18.15
, N36'07'oo·w -----18.38 •
11 89'56'42" 4.50 7.07
12 N53"53'00"E -----6.00 •
1 53·00·00· 30.00 32.99
14 13"16'17" 30.00 6.95 O" CURB
15 4·22·10· 30.00 2.29 6" CURB
16 99'21'33" 3.00 5.20 •
N53"53'00"E -----11.64 •
N36'07'oo·w -----48.oo •
N53"53'00"E -----14.00 •
90"00'00" 1.00 1.57 •
21 N36'07'oo·w -----2.50
2 90·00·00· 1.00 1.57 •
2 N53'53'00"E -----14.00 •
2 N36"07'oo·w -----12.00 •
2 N53"53'00"E -----14.50 •
2 N53"53'00"E -----0.50 O" CURB
2 64'09'29• 5.00 5.60 o• CURB
25'50'31" 5. 00 2.26 6" CURB
N53"53'00"E -----81.00
N36'07'oo·w -----15.39
90·00·00· 1.00 1.57 •
N53"53'00"E -----2.50 •
90·00·00· 1.00 1.57
N36·01·oo·w -----15.39
N53"53'00"E -----72.00 •
, N36'D7'oo·w -----15.39 •
J 90·00·00· 1.00 1.57 •
J N53"53'QO"E -----2.50
4 90·00·00· 1.00 1.57 •
•1 N36·01·oo·w -----15.39
• N53"53'00"E -----81.00 •
• N36·01·oo·w -----15.34
• 88·55'50• 1.00 1.55 "
N54'57'10"E -----2.52 •
90·00·00· 1.00 1.57
N54'57'10"E -----99.00
N35'02'50"W -----13.49
33"33'26" 3. 00 1. 76 •
51 55·26'34" 3.00 2.96 o• CURB
5 N54·51•1o·E -----2.50 O" CURB
5 N54.57'10"E -----3.45 6" CURB
5 91·03'56" 6.00 9.54
5 N36.06'46"W -----39.60
5 43·34'46" 20.00 15.21 •
5 46·24'32• 3.00 2.43
5 29·01'08· 20.00 10.13 o• CURB
5 17'15'14" 20.00 6.02 TRANSITION
• 180·00·00· 4.oo 12.57 6" CURB
61 N53"53'00"E -----20.00
• 180·00·00· 4.oo 12.57 •
6 N53"53'QQ"E -----20.00 •
6 N53"53'QO"E -----28.07 6" CURB & GUTTER
6 68.58'52" 15.00 18.72
10a·28'56" 3.oo 5.68
N53"53'00"E -----13.88 6" CURB
N36·01·oo·w -----102.00 •
N53"53'QQ"E -----17.53 •
90"00'00" 5.00 7.85 6" CURB & GUTTER
" N36·01'oo·w -----11.50 •
7 N53"53'QO"E -----311.00
7 N53"53'00"E -----4.50 6" CURB
, N36·01·oo·w -----15.oo
90·00·00· 1.00 1.51
N53·53•oo·E -----2.50 •
90·00·00· 1.00 1.57
•
N53"53'0Q"E -----4.50
a N36·01·oo·w -----15.oo •
81 90·00'00· 1.00 1.57 •
B N53"53'00"E -----2.50 •
B 9Q'QQ'QQ" 1.00 1.57
a N36"07'oo·w -----15.oo
B N53"53'00"E -----4.50 •
N36·01·oo·w -----15.oo •
90·00·00· 1.00 1.57 •
N5J"53'oo"E -~---2.50 •
90·00·00· 1.00 1.57 •
N36·01·oo·w -----15.oo
91 N53"53'00"E -----4.50 TRANSITION
9 N53"53'QO"E -----4.50 6" CURB
• N36·01'oo·w -----15.oo
90·00·00· 1.00 1.57 •
N53"53'00"E -----2.50
90·00·00· 1.00 1.57 •
•
N53"53'00"E -----79.00 8" CURB & GUTTER
N53"53'00"E -----31.50 TRANSITION
N36·01·oo·w -----16.97 10• CURB & GUTTER
90·00·00· 2.00 3.14 TRANSIT/ON
N53"53'00"E -----4.00 8" CURB & GUTTER
N36"07'oo·w -----4.50 •
N53"53'00"E -----19.03 •
o N36"07'oo·w -----83.oo •
N53"53'00"E -----5.00 TRANSITION
6" CURB
90"00'00" 1.00 1.57
N36"07'oo·w -----2.00 •
1 90·00·00· 1.00 1.57 •
111 N53"53'00"E -----14.00
1 N36·01·oo·w -----88.oo
N53"53'00"E -----14.00 •
P: \ENGR\175794 \grading \79grd06.dwg 1 /11 /06
CURB DATA
NO. DEL TA OR BRG. RADIUS(ft LENGTH(ft)
11 90·00·00·
N36"07'oo·w
90·00·00·
N53'53'00"E
N36'07'oo·w
N53'53'00"E
N36'07'oo·w
N36'07'oo·w
N36'07'oo·w
N36'07'00"W
2 N36·01·oo·w
12 N53"53'00"E
118'48'45"
12 62'15'25"
N54.57'1Q"E
N54.57'1Q"E
N54.57'10"E
4815'11"
3"21'27"
87'58'54"
92'01'06"
N36·01·oo"w
N53"53'00"E
N36·01·oo·w
N08.53'oo·E
N53"53'QQ"E
N36"07'oo·w
N53"53'QQ"E
90"00'00"
N36·01·oo·w
90·00·00·
N53"53'QQ"E
N36'07'oo·w
N53"53'00"E
N36"07'oo·w
N36·01·oo·w
N36·01·oo·w
N36·01·oo·w
N36·01·oo·w
N36·01·oo·w
N36'07'00"W
N36 ·01'oo·w
N36'D7'oo·w
15 N53"53'QQ"E
1 95·08'47"
15 13"19'29"
16 10·31'44•
16 53"29 '50"
16 96'30'10"
16 N36·01·oo·w
6 N53"53'00"E
" N53"53'00"E
16 N53"53'00"E
N36·01·oo·w
, 90·00·00·
16 N53"53'QQ"E
1 90·00·00·
1 N36·01·oo·w
N53'53'00"E
N36·01·oo·w
7 9817'15•
17 73"53'49"
1, N36·01·oo·w
11 14·28'39•
10·08'49•
62'34'31"
6.58'13•
85'49'48"
N36·01'oo·w
N53"53'0Q"E
N36·01·oo·w
90"00'00"
N53"53'00"E
90·00·00·
N36'07'oo·w
N53"53'00"E
N36·01·oo·w
90"00'00"
N53·53•00"E
90·00·00·
N36·01·oo·w
N53"53'00"E
N36'07'00"W
1, 90·00'00·
1 N53"53'00"E
N53"53'00"E
N53·53•oo·E
90·00·00·
N36·01·oo·w
N53"53'00"E
N36·01·oo·w
90·00·00·
N53"53'00"E
90·00·00·
N36'07'oo·w
N53"5J'QO"E
NJ6·01·oo·w
93"07'32"
18·1 1•3r
93·34'51•
N53"53'00"E
NJ6·01·oo·w
90·00·00·
N53"5J'QQ"E
N36'07'00"W
N53"53'00"E
97'48'56"
1.00
1.00
2.00
10.00
20.00
423.50
30.00
2.00
1.00
1.00
3.00
30.00
30.00
30.00
3.00
2.00
3.00
3.00
30.00
30.00
30.00
30.00
30.00
2.00
1.00
1.00
1.00
1.00
2.00
2.00
1.00
1.00
3.00
JO.DO
J .00
1.00
1.00
3.00
1.57
1.50
1.57
17.00
11.50
5.50
6.00
45.00
57.00
6.00
28.50
15.01
4.15
10.87
81.09
9.50
8.82
16.84
24.82
46.07
3.21
15.48
153.00
17.50
7.78
15.00
72.00
14.00
1.57
2.50
1.57
17.00
9.00
5.00
5.00
11.00
6.00
6.00
6.00
17.00
5.00
6.00
3.00
14.84
5.03
6.98
5.15
28.01
5.05
14.33
48.00
6.59
9.41
15.50
3.14
13.00
3.14
15.50
59.50
14.22
5.15
38.69
48.70
7.58
5.31
32.76
3.65
3.00
15.43
59.50
16.50
1.57
2.50
1.57
16.50
68.00
16.50
1.57
2.50
1.57
16.50
59.50
15.50
3.14
2.39
5.00
0.61
3.14
16.00
51.50
17.00
1.57
2.50
1.57
16.50
59.50
14.46
4.88
40.99
5.16
14.20
127.50
16.50
1.57
2.50
1.57
16.50
76 .50
14.25
5. 12
REMARKS
6" CURB
"
•
•
TRANSITION
o• CURB
6" CURB
TRANSITION
6" CURB
6" CURB & GUTTER •
1.5" CURB & GUTTER
6" CURB & GUTTER
6" CURB
6" CURB & GUTTER
6" CURB
1.5" CURB & GUTTER
6" CURB •
•
•
O" CURB
6" CURB
TRANSITlON
6" CURB
TRAN SITTON
6" CURB
o• CURB
TRANSITION
6" CURB
•
•
Q" CURB
6" CURB
•
TRANSITION
O" CURB
TRANSITION
6" CURB
TRANSITION
o• CURB
TRANSITION
6" CURB
o• CURB
6" CURB
O" CURB
•
6" CURB
•
•
•
•
•
•
•
•
•
•
•
•
•
D" CURB
6" CURB
•
•
•
•
•
•
•
•
•
•
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GUTTER CENTER LINE DATA
NO. DELTA OR BRG. RAOIUS{ft LENGTH(ft) REMARKS
1 N53.53'oo·E -----39.07 3.0' CROSS GUTTER
2 N53"53'QQ"E -----154.01 •
J N36'07'00"W -----73.00 "
< N36'07'00"W -----47.11
5 N5J·53•oo"E -----61.00 •
6 N53"53'00"E -----74.00
7 N53"53'00"E -----55.55
B 90"00'00" 30.00 47.12
• NJ6"07'oo·w -----101.20 •
NJ6"07'oo·w -----89.oo "
1 NJ6"07'oo·w -----90.00 •
NJ6"07'oo·w -----100.34 "
NJ6·01·oo·w -----231.29 "
CENTER LINE DA TA
NO. DELTA OR BRG. RADIUS(ft LENGTH(ft) REMARKS
1 N53"53'00"E -----243.82
2 NJ6'07'oo·w -----158.11
J N53"53'00"E -----225.55
• N54'26'18"E -----122.57
s N36·01·oo·w -----134.69
6 N53"53'00"E -----415.06
, NJ6'07'oo·w -----292.BO
30' o· 30' 60' 90' - -- - -GRAPHIC SCALE: 1 "=30'
TCB AECOM P&D CONSULTANTS
8954 RIO SAN DIEGO DRIVE, SUITE 610
SAN DIEGO, CALIFORNIA 92108
T 619.291 .1475 F 619.291 .1476
WWW.TCB.AECOM.COM
I· l°?>-1(,,
EXPIRES 6-30-07 DATE
REVIEWED BY:
INSPECTOR
EXP. C-1(J.-(/
I
I
I
I
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X
X
DATE
I S7HEET I CITY OF CARLSBAD I SHEETS I
>----+----1-----------------+---+----1r------1----t ENGINEERING DEPARTMENT 9
>----+----1-----------------+---+----lr------l----t
DA TE INITIAL DA TE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
GRADING PLANS FOR:
HORIZONTAL CONTROL
AGO HILLS, LLC .
APPROVED iJ r GLENN THOMAS PRUIM
A rl'a•~ k'~•;. '6 ~~
CITY ENGINEJff< PE7274 EXPIRES 09 30 o?DATE
D WN BY: --'-'"'--
CH K D BY· GYP
RVWD BY:
PROJECT NO.
CUP 04-22
DRAWING NO.
432-9A
081109
071206
EROSION CONTROL NOTES
1. IN CASE EMERGENCY IIORK IS REQUIRED.CONTACT KEN HIGUERA AT GRAY ICE BUILDERS,
INC. AT (714) 412-4311 (PHONE NUMBER)
2. EQUIPMENT AND WORKERS FDR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
11MES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LDCA 110NS TO FACIUTA TE RAPID
CONSTRUC110N OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
3. DEVICES SHOl'IN ON PLANS SHALL NOT BE MOVED DR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO IIORKING ORDER
TO THE SA11SFAC110N OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDl110NAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERA 110NS DR
UNFORESEEN CIRCUMSTANCES WHICH MA Y ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAU110NS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WA 1ERS CREA TE A
HAZARDOUS CONDl110N.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCDRPDRA TED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWA Y FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DA Y.
9. ALL REMOVABLE PROTEC11\/E DEi/iCES SHOl'IN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABIUTY FORECAST EXCEEDS FORTY
PERCENT (40"). SILT AND OTHEk DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRA \/EL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRA TE.
11. SHOULD GERM/NA 110N OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFEC11VE COVERAGE
OF GRADED SLOPES (90" COVERAGE) PR/DR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNtH STRAW INStALLED IN ACCORDANCE WITH SEC110N 35.023 OF
8.
C.
D.
E.
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVA 110N,
STA TE OF CAUFDRNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLAN11NG AND IRRIGA 110N SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SEC110N 212 OF THE STANDARD
SPECIF/CA 110NS AND THE FOLLOWING:
A. HYDROSEEDING SHALL BE APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VER11CAL) DR STEEPER
WHEN THEY ARE:
a. THREE FEET DR MDRE IN HEIGHT AND ADJACENT TO A PUBLIC WALL DR STREET.
b. ALL SLOPES 4 FEET DR MDRE IN HEIGHT.
2. AREAS GRAOED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDl110NS
EXIST:
a. NOT SCHEDULED FDR IMPROVEMENTS(CONSTRUC110N DR GENERAL
LANDSCAPING) WITHIN 60 OA YS OF ROUGH GRADING.
b. IDEN11FIED BY THE PARKS AND RECREA 110N DIRECTOR AS HIGHLY
VISIBLE TO THE PUBUC. c. HAVE ANY SPECIAL CONDl110N IDEN11FIED 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 DR STEEPER AND THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS DR A CONVEN110NAL SYSTEM
OF LOW PRECIPITA110N SPRINKLER HEADS PROVIDING 100" COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVEN110N-
AL SYSTEM OF LOW PRECIPITA 110N SPRINKLER HEADS PROVIDING 100"
COVERAGE.
2. AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY
ENGINEER, PR/DR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE IRRIGA 110N TO THE CITY ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF
THE ELEM EN TS OF THE PROPOSED SYSTEM.
3. IRRIGA 110N 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 CAUFDRNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
e. J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1 /2 lb. PER ACRE OF DIMDRPHOLECA
g. ITEMS c,d,e, AND f OF THIS SUBSEC110N MAY BE OMITTED ON
LDCA 110NS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM
EITHER A PUBUC STREET DR RES/DEN11AL STRUCTURES.
h. ITEM a OF THIS SUBSEC110N MUST BE INDCULA TED WITH A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY DRIWNG DR
BROADCAS11NG BEFORE HYDROSEEDING.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICUL TUR£ CER11FICA 110N TAG ATTACHED TO, DR PRINTED ON
SAID CONTAINERS.
j. NON-PHYTO-TOXIC WlcmNG AGENTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT THE DISCR£110N OF THE CONTRACTOR.
2. TYPE 1 MULCH APPUED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBS11TUTED, ALL DR PART. FDR
HYDRAULICALL Y APPUED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50" OF
THE STRAW INTO THE SOIL
J . FER11LIZER CONSIS11NG OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WITH
15" SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE.
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY DR A COMB/NA 110N OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARROWING AREAS 6: 1 DR FLATTER THAT ARE SUFFICIENTLY FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE.
2. CONDl110NING THE SOILS SO THAT IT IS SUITABLE FOR PLAN11NG BY:
a. ADJUS11NG THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
b. THE ADDl110N OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING DR
COVERING SAUNE SOILS TO PROVIDED VIABLE CONDl110NS FDR GROWTH.
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A \'IGDROUS GROWTH UN11L
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FDR AREAS WHERE HYDROSEEDING IS
THE PERMANENT LANDSCAPING, UN11L THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
P: \ENGR\175 794\Groding\79-4-grd0B.dwg 1/11/06
EXIS11NG GROUND
I
10' MIN.
T
50' MIN.
/
' ' ,,1'lic·· 12"MIN.
PROFJlf
SIITL SHAKER
PLA !ES/RUMBLE RACKS
20' MIN RADIUS
FENCE OR
BARRIER TO
Rf51RICT
IRAmc TO
CONS1RUC110N
EN/RANCE
MATCH
EXIS11NG
GRADE
w sra tlED CCNST11x:noN ENTRAJ«:E 0 PER CAUFORNIA STORMWAIER BMP OM.. TC-1
GRAVEL BAGS OVERLAP
ONTO CURB )
~-----
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ENGINEERING DEPARTMENT ~=::::..:::==========::::..:::====;
DA TE INITIAL DA TE INtTIAL DATE INITIAL
ENGINEER Of" WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
GRADING PLANS FOR:
DWN BY:
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PROJECT NO .
CUP 04-22
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