HomeMy WebLinkAboutTract Map 9833-2 Lot 24 Rough GradingRD
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VICINITY MAP
UNDERGROUND SERVICE ALERT INOTICE TO CONTRACTOR
2ND UNIT GRADING PLAN
LOT 24 OF TRACT MAP N0. 9833-2
43355 SAN FERMIN PLACE
APN 945-020-018
BALL:TOLL FREE THE EXlS7ENCE D LOCAT10ry OF ANY UNDERGROUND UTILITY PIPES OR
STRUCTURES SHO 01� THESE PLANS ARE OBTAINED By w s�cH OF
1.800 �1H AyAILABLE R C APPROyAL OF THIS PLAN BY THE CITY OF
TEECUL.AS.
EASTERN TO DISTRICT OR RANCHO CALIFORNIA
422-.....4133TER DISTRICT D,U,ES HOT COI�S111UTE A REPRES�TAIT01� AS TO THE
CCURACY OR COMPLETENESS OR THE EXISTENCE OR I��ans�N
OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE *TI4164THE LI II►�T5
OF THIS PROSECT, THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE
*0 WORKING DAYS BEFORE YOU DIG pREC�AU01�OhN �UFAhS THIS�TO PROTECT 714FUTiUTY ONES kOT OF RECORD
N.
CONSTRUCTION RECORD DATE BY REVISIDNS ACC'D
Contractor
inspector_.. .
Date Compl��
PA1 0 0197
APPROX. EARTHWORK QUANTITIES
T 26f CY FILL ibi CY
dTcAV�1 n 2 B FT. D PROPOS 11LD1NG 0-+
CY
OIPRINT MD THREE
FEET BELOFG = 160 CY, SLS REP
_QRT
EXCESS DI R r TO BE PLNCED I IFI ORIHEAS�ERl.r PORTION of THIS
PARCEL. LESS THAM 12" THICK �P C1ED PER SOILS REPORT,
NOTA EARTHK QUANTITIES ARE ESTIMATES ONLY AND DO NOT
C�UDE SHRINKAGE OR SU@SIDF.NC� THEY ARE ESSENIIALLY FOR
PERMIT PURPOSES ONLY AICD HOT INODm FOR BIDDING.
IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO DEIERVIHE
THE EXACT QUA TIES FOR THE PURPOSES OF PAT TWD
cTRACT oocur& THE uNoERsIcNm d�aNEE�OER AccEPrs No
REsPoNsIeiunr FOR DISCREPANCIES IN THE EARnH*owc cwANnnES.
GRADING NOTES
1. ALL GRADIG, EROSION &SEDIMENT CONTROL RELATED ACTIVITIES SHALL CONFORM TO TITLE 18 OF THE
TEI�IECULA �IINICIPAL CODE A�{D, IF APPLICABLE, THE STATE WATER RESOURCES CONTROL BOARD
(SOCB) PDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES
2. ALL GRADI�G SHALL BE DONE IN CONFORMANCE WITH THE RECO�I9ENDATIOI�S OF THE PRELIMINARY
SOIL IN�ESTIGAT101� BY GEO TEK, INC. DATED: JUNE 6, 2010.
3. VAXIIUII�1 CUT AND FILL SLOPES SHALL BE 2:1 AND SHALL COMPLY WITH THE RECO*UENDATIONS OF
THE SOILS REPORT,
4. STABILITY CALCULATIONS 1H A FACT OF SAFETY OF AT LEAST ONE AICD FlVE TENTHS (1.6) SHALL
BE SUBMITTED TO THE D DEVELOPMENT INSPECTOR BY A REGISTERED CIVIL ENGINEER, SOILS
ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES OVER THIRTY FEET 30') INTICAL HEIGHT,
6. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES TO CONVEY 100 -YEAR STORM! OR PROVIDE
GRADED BERMS ALONG THE TOP OF ALL GRADED SLOPES OVER THREE FEET 3') IHTICAL HEIGHT,
OR THAT ARE ADJACENT TO GRADED AREAS, TO DIRECT SURFACE RUNOFF Aj�AY FROI►�TNE TOPS OF
SLOPES,
6. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FlELD PRIOR TO A PRECONSTRUC7I0N
VEE71NG AND COMMENCEMENT OF ANY CONSTRUCTION /GRADING Acllyilry.
7. EXISTING DRAINAGE COURSES SHALL CONTiNUE TO FU CT10N AT A!1 TIMES. No oesrnucnoN of FLOOD
PINS OR NATURAL WATER COURSES SHALL BE PER
8. TEMPORARY AINAGE SHALL BE PROM UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED,
PRO CTiVE �EASURES SHALL BE I�IPL.E�TED TO PROTECT ADJOINING AND DWOI�STREA PROPERTIES
FR SIFT DEPOSInON AICD PODDING TER DURING GRADING OPERAT10Nst
9. FILL MATERIAL SHALL NOT BE PLACED 0N FJUSTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF
WEEDS, DEBRIS TOPSOIL AICD OTHER DELETERIOUS MATERIAL. IF SLOPE RAT10 EXCEEDS 6:1 AICD IS
GREATER THAN FIVE FEE? (6')EIGHTY FIVE, THE TERRAIN MUST BE KEYED AICD BENCHED INTO EITHER BEDROCK OR
RELATIVE COUPACT100j..
10.
NATIVE
GRADING�SFIALL BE ONE UNDEPERCR THE�SUPERVISI0N OF A REGISTERED CIVIL ENGINEER, SOIL
ENGINEER, OR GEOLOGIST #10 SHALL SUBMIT TO THE LAND DEVElOPUEN? INSPECTOR TWO (2) SETS OF
WRITTEN CERTIFICATION THAT ALL FILLS OVER ONE FOOT (1') IN DEPTH HAVE BEEN PROPERLY PLACED,
11. THE CONTRACTOR SHALLOT1FY THE L.AI�D DEVELOPUEI�T INSPECTION DIVISION 961-308-639b) AT
LEAST 48 H RS IN ADVA�CE REQUESTING ROUGH LOT ADE AND DRAINAGE ISPECTf01�, THIS
iNsPEcnoN UST BE APPROVED PRIOR 0 BUILDING PER IIT CLEARANCE FOR EACH LOT.
12. PRIOR TO RELEASE OF A BUILDING PER IT, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR
SHALL SUBMIT TO THE LAND DEVEL P ENT INSPECTOR TWO (2 sirs of OITO FINAL PAS �VAnoN
CERTiFlCAT101� TO INCLUDE A STATE�4IE�jT THAT 1HE PAD ELEV�noN Is IN CONFORMANCE *TH THE
APPROVED GRADING PI.AIY, CERI1FlCAl10N SHALL BE TO UNE, GRADE, VATION AND LOCATION OF
CUT/FILL SLOPS,
13. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED S01!/6EOTECHICAL ENq�NEER SHALL SUBMIT
TO THE LAID DEVEL.OP�IENT INSPEC TWO (2) SETS OF WRITWq FINAL PAD CoMPAcn
CERTIFlCA AND INCLUDE A STAT T THAT THE GRADING HAS BEEN DOLE IN COI�FOR�IANCE WITH
THE RECO��ENDAnONS OF THE PREU�I�ARY SOILS REP
14. POST GRADING ACTIW71ES SHALL INCLUDE;,BUT NOT BE U ITER T09 INSTALLING W1HEREAPPLICABGROUNDCOVER, TREES SHRUBS OR A COeiNAnoN nH�EOF iN AccoRuANr.E y�nH ECULA UNICIPAL
NYER71cAL
EDGHT SHALL HAVE PERE PRIOR TO THE PI�AI�EIV RRIGATIONOVAL OF FINAL �YSIE�ISS WITH BACKSLOPES �FLO�IP EyENTIO�R FEET'D IN
PER THE
U,P.C.
GENERALNOTES
1. ALL WORK SHALL CONFORM TO THE REQUIREVEWS OF THE CURRENT EDTIT10N OF THE I9PROVEVENT
STANDARD DRAWINGS AICD SUBSEQUENT ATTACHMENTS.
2. APPROVAL OF THESE PLA BY THE CIN OR ITS AGENTS DOES OT RELEIVE THE APPLICANT D
ENGINEER OF RECORD FR THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OISSIOS
DISCOVERED DURI G CONSTRU4USTqE
CTION,
3. AIRY CONSTRUC71 CHANGE FlRST SUBI�IT7ED TO THE CIN AS A REDLINE REVISI01� FOR
REVIEW AND APPROyAL PRIOR TO IIIPL.EI�II TING THE�WANGE IN THE FlEI.D.
4. THE PER�IITEE DUST OBTAIN AN ENCROACHMENT PER IT PRIOR TO ANY WORK *THIN A PUBLIC
RIGHT-OF-WAY.
6. A PERVITEE SHALL SCHEDULE A PRECONSTRUC7I0N MEETING TWO (2) WORKING DAYS PRIOR TO
BEGINNING coNsrnucnoN,
s* cin ORDINANCE 94-26 STATES THAT No PERSON SHALL ENGAGE IN OR coNnucr coNsrnucnoN
ACTIVITYo OEN THE coNsrnucnoN SITE is THIN ONE cw (� MILE OF AN OCCUPIED
RESIDENCE, BETjNEEI� THE HOURS OF 8:30 PII� AICD 6:30 AAU#t- IIOi�D Y THROUGH FRIDAY AND SHALL
OV
ENGAGE IN OR CONDUCT COI�STRUCTI01� ACTIVITY BET j�EEN THE HOURS OF 7:00 ASI AICD 8:30
PM ON SATURDAY, NO CONSTRUCTION ACTIVITY SHALL BE UNDERTAKEN ON SUNDAY AND
OLIDAY&
7. TH
E JC� OF�A'� II� BY THE CITY DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM
STALE OR FEDERAL AGENCIES REGU#.A71NG THE PROVISIONS STATE OR FEDERAL ENDANGERED
SPECIES ACTS OR #ATER QUALITY REGULATIONS, THE PER�TEE IS RESPONSIBLE FOR OBTAINING THE
APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ABY SITE DISTURBANCE Ott GRADING,
8. EMERGENCY TELEPHONE NUMBERS (ANSWERING MACHINE IS NOT ACCEPTABLE)
ARDiE UMQNER 909 649-170
RESPONSIBLE PERSON /DEVELOPER (CiWPANY) 24 HR PHONE NU BER
BEG GRAFIN. OVVIVER 961202-2196
REPSONSIBLE PERSON /DEVELOPER (COMPANY) 24 HR PHONE NUUBER
9. THE PER�IITEE SHALL ABIDE BY THE REQUIR�IENTS OUTLINED IN THE EROSION AND SEDI�IF,�T CONTROL
CNOTES OI�STR C�01� AnymEs;CFR�01� B� E PROJECT INCLUDING THE STATE NPDES PERMIT FOR
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING THE PROPOSED WORK AREA, AND
RELOCAT10N COSTS OF ALL EXISTING UTIUTIES
11. CONSTRUCTION FENCING: A SIX FOOT (6') CHAIN LINK FENCE IS REQUIRED ON ALL INDUSTRIAL. AICD
COOVIERCIAL PROJECTS UN11L ROOF SYSTNS ARE COMPLETED OR AS DEEMED NECE4ARY FOR
PUBY. THELIC SAFETE MAINTENANCE FOR CONSTRUCTIONFENCING uNnrsTE� RooF sS ARE
COMPLETED IS THE SOLE RESPONSIBIUTY OF THE DEVELOPER/CONTRAC70R.
12. IT SHALL BE THE RESPONSIBI THE CONTRACTOR TO NOTIFY THE EI�gNEER OF RECORD AND TO
INSTALL STREET CENTERLINE ION I�UIENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE N0. 491
(TRACT AND .
13. DUST SHALL BERCEL COI�TRAOLLED TO,COuPLY *714 SOUTH COAST AIR QUALITY YANAGEMENT DISTRICT'S
(SCAQUD) RULE 403, INCLUDING METHODS BY THE CIN ENGINEER.
14. A RESPONSE TO A REQUEST FOR OCCUPANCY SHALL BE PROVIDED NO LESS THAN THREE (3)
BUSINESS DAYS FROM THE RECEIPT OF THE OCCUPANCY RELEASE FORM,
16. FOR ALL OTHER SPECIFIC REQUIRNENTS ON PAVING, GRADING OR EROSION AND SEDIVENT CONTROL,
PLEASE SEE SEPARATE NOTES,
18. PROVIDE SURVEY CUT SHEETS TO THE CITY ENGINEER OR HIS/HER REPRESENTATIVE UPON REQUEST,
LEGAL DESCRIPTION:,
LOT 24 OF TRACT No. 9833-2
M.B. 10//89-95
A.P.N. 945-020-0/8
43355 SAN FERMIN PLACE
TEMECULA., CA 92592
OWNER:
GREGORY GRAFIN
43355 SAN FERMIN PLACE
TEMECULA, CA 92591
95/-201-2/95 CELL
95/-679-7289 OFFICE
95/-679-6546 FAX
EROSION & SEDIMENT CONTROL NOTES
1. THESE NOTES ARE C000REHENSIyE A D SHOULD BE APPLIED ACCORDING TO SITE-SPECIFIC COI�DI710NS
YEAR-ROUND POLLUTION PREVEI�T(OI�EASURES, ALSO KNOWN AS BEST VANAGEVENT PRACTICESB�IP'S),
MUST BEI TALLED PRIOR TO AIRY Fl AcTivivEs. AimmoNAL EROSIONPREVEN110N AICD SEDII�EI�T
CONTROLS UST BE INSTALLED AICD �TAINED PRIOR TO AND THROUGHOUT EACH RAINY SEAS0N, THE
DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR EROSION AICD SEDIMENT CONTROLS THROUGHOUT `TETE
DURATION OF THE PROJECT FOR ALL CLEARING, DISCING, GRADING, EXCAyATING AICD STOCKPILING
AnymEs, AND ON ALL EXPOSED SLOPES AND INACTIVE PADS THROUGOUT THE ENTIRE SITE, THE
DEVELOPER/CONTRACTOR IS ALSO RESPONSIBLE FOR ANY DISCHARGES FROM SUBCONTRACTORS,
2. S70RYATER RUNOFF SHALL BE FILTERED PRIOR TO DlSCHARGINE FROM A SITE OR 70 PRIVATE OR PUBLIC
STORM ATER CONVEYANCE SYSTEM (NATURAL WATER COURSES STREETS, Ftoyy-uNEs INLETS; oun.ETs,
ETC.). ALL NON-PERVITTED DISCHARGES ARE PROHIBITED FROM ENTERING ANY STORM #ATER CONVEYANCE
SYSTEM YEAR-ROUND.
J. IF THE PROJECT WILL DISTURB, EXPOSE OR STOCKPILE ONE (1) ACRE OR MORE OF SOIL, THE SITE MUST BE
COVERED UNDER THE STATE GENERAL CONSTRUCTION PERMIT. A WASTE DISCHARGE IDENTIFICATION (DID)
NUMBER SHALL BE PROVIDED TO THE CITY PRIOR TO THE ISSUANCE OF A GRADING PERMIT, AND A STORM
WATER POLLUTION PREVEH7I0N PLAN (SOPP) SHALL BE IVPlEVENTED THROUGHOUT THE DURATION OF THE
PROJECT, THE SWPPP SHALL BE READILY AVAILABLE TO THE CITY AND STATE INSPECT S AICD UPDATED
70 REFLECT CURRENT SITE CONDITIONS DURING CONSTRUCTION. THE CONSIRUC1701� PERMIT CAN BE
DOOLOADED AT *****oterboard&ca.goy/*ater-Issues/programs/storm*ater. THE SWPPP TEUPUITE CAN
BE DOWNLOADED A7 ***.cubmphandbookmcom/constmctlon.
4. ADDITIONAL EROSION AICD SEDI4IENT CONOL ATERIALS SHALL BE STOCKPILED AT VARIOUS LOCATIONS
THROUGHOUT THE SITE FOR IMUEDIAIE IUPLEVENTAT10N WITHIN SE0 (7) DAYS PRIOR TO ANY
FORECASTED RAIN. THE DEyELOPER/CONTRACTOR SHALL MAKE AVAILALE EQUIPyIENT AICD OORKERS FOR
E'E PENCY WORK TO PRO TECTTNE SITE,
6. P R�IITER PROlECT101� UST BE I ST PRIOR TO MY CLEARING ACTIVITIES CLEARING SHALL BE
U�II D TO AREAS THAT ILL B �yI IATE[.Y GRADED OR DISTURBED. A C(IBINATI01� OF EROSION AICD
SEDIMENT CONTROLS SHALL BE IRE
IN AREAS THAT HAVE ellRED. ALL DISTURBED AREAS
OF AN INACTIVE s�, AS DESCRIBED IN SUBARTICLE 6,30 OF THE GRADING MANUAL SHALL ALSO BE
PROTECTED,
6, ALL EROSION AICD SEDIMENT CONTROLS SHALL BE INSPECTED, RESTORED, REPAIRED OR 40DIF1ED
YEAR-ROUND THROUGHOUT THE SITE TO PROTECT PERI ETERS ADJACENT PROPERTI�� ENVIRONVENTALLY
SENSIn AREAS ASD ALL PRIVATE AICD PUBLIC STORYATER CONVEYANCE SYSTEMS. IF ABY EROSION
OR SEDIMENT ENT CONTROLS FAIL DURING ABY RAIN EVENT, ORE EFFETIVE4NES ILL BE REQUIRED IN THEIR
PLACE,
7. EROSION CONTROLS SHALL INCLUDE BUT ARE NOT LIMITEDT0, APPLYING AND ESTABLISHING VEGETA-nvE
COVER, VULCH, STAPLED OR PINNED BLANKETS (STRAit COCONUT OR OTHER), PLASTIC SHEETING
�INI9U10 VIL), POLYPROPYLENE VATS; SPRAY -ON CONTROLS TO A!!. DISTURBED AREAS, OR OTHER
EASURES APPROVED BY THE CIN ENGINEER, JUTE NETTING SHALL NOT, BE USED AS A STMD-ALONE
q?OsION CONTROL. FOR SLOPES GREATER THAN 4:1, PROVIDE FIBER ROLLS AICD EITHER BONDED FIBER
MA1RIX PRODUCT APPLIED AT A RALE OF 3,600 LB, PER ACRE OR A STABILIZED FlBERATRIX PRDUCT
APPLIED AT A RAS of 10 GAL/ACRE. THE CIN VAY APPROVE DIFFERENT APPUCA71LIN RATES FOR
suxP s mss SAN 4:1.
8, SEDIMENT CONTROLS SHALL INCLUDE, BUT ARE NOT UNITED T0, DESILTiNG BASINS, GRADED BERMS FIBER
ROLLS SILT FENCES, GRSAVEl. BAG CHEVRONS (FI WITH VIN1064 r GRAVEL.), CHECK DA�IS, DRAINAGE
INLET PROTECTION, ETC. FIBER ROLLS SHALL BE INSTALLED IN 16 FOOT (16') INCREJ�IENTS MEASURED
AL G THE FACE OF THE SLOPE, SILT FECES SHALL BE INSTALLED ALONG INTERIOR STREETr A�ln
CINED WITH GRAVEL BAG OF SILT "CE. CHEyR0NS INSIDE THE SIDEWALK, RIGHT- (A •;YA'OF
CURBS,
9. ALL ONSITE AND OFFSITE FLOW LINES (V-DITCHESt BROW DITCHES, TERRACE DRAINS, RIBBON GUTTERS,
CURB GUTTERS, ETC.), STORM WATER C0NYAI�CE SYSTE�iS, CHECK DAIS, CHEVRONS, SILT FENCES AICD
DESILTING BASINS SHALL BE FREE OF I�IEI�T, CONSTRUCTION MATERIALS, WASTE, MISCELLANEOUS DEBRIS,
AICD DETERIORATED EROSIONND SEDI�T CONTROLS YEAR-ROUND.
10. CONSTRUCTION �ASTE AICD ISCELLAI�EOUS DEBRIS SHALL BE PLACED IN MATER 11GHT BINS IRE MESH
RECEPTACLESWILL HOT BE ALLOWED* MASH -OUT STATIONS SHALL 8E PROyIDED FOR COI�CREIE, PAINTS,
STUCCO AND OTHER LIQUID WASTE, AICD SHALL BE LINED WITH PLASTIC AND LOCATED AWAY FROM
STREETS, SIDEWALKS, RIGHTOFW1711
AYS AND FLOW ONES, ETC, PRIOR TO ANY FORCASTED RAIN, BINS AND
MASH -OUTS SHALL BE COVERED A UD OR PLASTIC TARP,
11. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A CL*BINAl10N OF ROCK AND SHAKER PLATES
YEAR-ROUND TO PREVENT TRACK -OUT, INTERIOR ACCESS POINT (ALL POSTED DRIVEWAYS, MATERIAL
STORAGE AICD STAGING AREA ENTRAHCES/EXII'Sj ETC,) SHALL ALSO BE PROTECTED TH ROCK ?0 PREVENT
TRACK -OUT ONTO INTERIOR STREETS. ROUTINE STREET SEEPING SHALL BE PERFORMED 01� ALL PAYED
SIRE y�MERE TRACKING IS OBSERVED. VACUUM ERS SHALL BE USED #10 STREET S� PING
BECo�s iN�cnvE, CONTROLLED STREET WASHING ILL
ON BE ALLOO PRIOR TO THE �PpucAnoN
OF ASPHALT SEAL coArs, AICD ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED,
12. DESILTING BASINS SHALL BE SIZED ACCORDING TO THE STATE AND GENERA!. CONSTRUCTION PERMIT (3,600
CUBIC FEET OF STORAGE PER ACRE OF DISTURBED SITE), EVES IF THE SITE DOES NOT REQUIRE COVERAGE
UNDTHIS PERMIT. WATER SHALL BE FILTERED MD DRAINED FROM BASI�,�S �I 72 ROI, RS.
13. STORM WATER RUNOFF SHALL TBE DIRECTED OVER AIRY SLOPES *THour PER�A�EN f DO* DRAINS
INS EROSION AICD SEDI�ENT CONTROLS ARE REQUIRED ON ALL EXPOSED SLOPES UN'fiL SUF'FICIEI4T
PERT LAIyDSCAPING HAS BEEN ESTABLISHED. 100X SLOPE PROTECTION MUST BE IN PLACE PRIOR TO
THE ISSUANCE OF A CERTIFlCATE OF OCCUPANCY,,
14. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED, FUEL TANKS PORTABLE TOILETS
LIQUIDS; GEIS, AICD POWDERS SHALL BE STORED AWAY FROM ALL PRIVAlF/pUBUC STORM MATER
CONyEY CE SYSIE�I� SIDEWALKS, RIGHT-OF-WAYS AND FLOW LINES AICD ALL HAVE SECONDARY
COt�TAINIENT. INACTIVE STOCKPILES OF SOIL SHALL BE COVERED AT ALL T1IES. ACTIVE STOCKPILES
SHALL BE COVERED PRIOR TO A FORECASTED RAIN.
18. ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH *TH GRAVEL BAGS PLACED ON THE
DOWNHLL SIDE OF THE LINERS TO CONTAIN DISCHApGEst
18. I90POUNDED MATER SHALL BE SECURE FROM THE PUBLIC. sicNAcE INDICATING "PODDED WATER - no NOT
ESTER" SHALL BE POSTED,,
17. NO OBSTRUCTIONS, OTHER THAN BLIP'S, SHALL BE ALLOWED *THIN ANY STORM CATER CONVEYANCE
SYSTEM, UNLESS ALTe.RNAvvE DRAINAGE FACILITIES HAVE BEEN APPROVED BY THE CIN ENGINEER.
SOIL ENGINEER'S STATEMENT:
THESE GRADING PLANS HAVE BEEN REVIEWED E OR UNDR Y DIRECTION AND
ARE IN GENERAL CONF'OROMCE TO THE REC DATIONS ;ADE IN THE
GEOTECHNICAL REPORT BY GEOTEK, INC,, PROJECT No, 0686 -CRJ DATED JUNE 4,
2010, .
110!
E /i %.'rj %, % ""'
BY: RONALD A. REED 6ATEc`
M.,..j. a ....+r
.. 2624 EXPIRES; B-30-2011 4 ► .� �, ,
FOR: GEOTEK I �
.�
NPDES NOTE
TO L GROSS CRE GE = 2.3 ACRES
DISTURBED ACREAGE = 0.04 ACRES (PER THIS PLAN)
coNsnzucnoN AcnwnEs iNaunINc euT Npy u�li�n To aFA�N "NG,
OR EXCAVATION OF LAND �FIICH DISTURBS MORE THAN1 ACRE SHALL BffORE
GRADING PERMIT SUBMIT A COPY OF NOTICE OF INIEIVT (N01) AND THE NAT
A�DRD PHONE NUMBER OF THE PERSON RESPONSIBLE FOR
IMPLE�IIE�TiNG, iHsPEc�nNc AN REPORIING OF THE SITE STORM #ATM
PLEA
POLLUTANT PR yET10N Pl.Aly �ITH THE STATE #ATM RESOURCES CONTROL
BOARD. FOR FORE InGO TO
http;//W,s#rcb.co.goy/atorm#tr/linear_conathtml OR CALL 916-341-6W,,
IEIL: Designed By Drawn B Checked B
..BENCH MARK SCALE 4�ESSI y ecy
i�
By B RECOMMENDED BY D TES 9hho
SPIKE AND WASHER JACQUELYN V JQ
or on a � ,Q � /'�'
STAMPED Ir CITY
9BRYAN�Ion,_. AIL
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POINT OF SAN FERMIN � ��` a e �� GREG BUMM, DIRECTOR OF PUBLIC WORRS1
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vertical `'�1 12J31/10 CITY ENGINEER c
ELEV 1232e35ASNOTED G
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No. Expires R�C�Eo Na.47109W
R.C.E.
PLANS PREPARED BY:
VANDEN13ERG CIVIL CONSULTING
jl�
RAILROAD
EA 9 YON
ROAD
714 392-1219
888 448-2545 FAX
[IF TEMECULA DEPARTMENT OF PUBLIC WORKS
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LOT 24 OF TRACT MAP N0. 9833-2
43355 SAN FERMIN PLACE
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INDERGROUND SERVICE ALERT 0
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GRAVEL BAG
LAYOUT DETAIL
EXIST G CONCal C R8
<T P.> TO RtMAIN
TW 6 0.5
BW 55.0
'.I� 'N� Ago,
2ND UNIT _
FF -1266.2 f f
DECKFG-1.7-I-"
EXISTINC3 GRADE
X -SECTION A --A'
PROPOSED RETAINING WALL AND ,
20 WIDE x DEEP CONCRETE
V—DITCH, 4" THICK VINIMUV.
PROPOSED 2ND UNIT
� -- �
PROPOSED 2 IDE x 6 DEEP FF -1266.2 , FG -1268.7'
CoRV-DffCH, 4 THICK
Nlmg-0- -
EXISTING GRADE
EX. FENCE
TW 610,
BW 55.0
TV 60,
� - BW 55,0
40
50,
00-00
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TW 606
3HW 55.0 3
Ap.n
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D U IT � `'��.,. Bk/ EXIS RETAINING
-125.:. 2 WALL TO AIN
-125 T 64.
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DIRECTED BY THE CITY INSPECTOR OR JOB ENGINEER,
r _
_ - - -
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A. PROVIDE 2 -HIGH GRAVE BAGS ALONG TOE OF ALL FILL SLOPES
B. PROVIDE GRA VELBAGS IN SWALES ON PROPOSED PAD AT 60'
INTERVALS.SEE DETAIL
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'26S)
1 1260�
12,50)
724-,5)
CONSTRUCTION NOTES
O1
CONCRETE CURB
MATCH EXISTING
O2 CONCRETE FLATWORK
3 CONCRETE V—DITCH
LEGEND
39 L.F.
150 SQ. FT.
72 L.F.
EXISTING CONTOUR �. (?20)
INTERVAL = 6'
PROP. E[IAnoN
DRAINAGE SALE
SHEET FLOW 2%
TYR
HIGH POIN? NP
PROP. FLOW UNE FL 52.4
PROP, FINISHED SURFACE FS 50.5
PROP, FINISHED GRADE FG 48,E
FINISH FLOOR FF 635
(E) EXISTING STRUCTURE — — — — — — — — —
(P) PROPOSED STRUCTURE
(E) FENCE x x x
RSP Rl� DIS�PATOR
C� qX§ S 6 1 R12 THICK
s• MiNiMull�i�ncLE srzE
GRAVa.BAGs (2 NIGH)
DAYLIGHT UNE
(P) RETAINING WALL TW 56.0
TW amp TOP OF WALL BW
HW =BOTTOM OF WALL
713 '1"i�
RIPRAP -CLASS 1 ROCK
8' MINIMUM PARTICLE SIZE
DD NOT FILL WITH SLURRY
EXISTING GROUND-iiiiiiii
6' THICK
CLASS 2 BASE
FABRIC COVE
RIP RAP
DETAIL—Ts
.•�ncrt�
MIRAFI 700X
FILTER FABRIC
42" ' iJ1N_
/--COMPACTED BACKFILL
-RUNOFF
APPROXIMATE 8" X 8" TRENCH
FABRIC VAIAL
M,CHORED ly TRENCH
ITH DIRT CKFlLL
NOT TO
12-y5�
NOTICE TO CONTRACTOR
31.00 nE oasTElcE LOCATION OF ANY uNoEaa+ouyu unur rias ars
sixucnmEs 91o N ON nEsE rLWs ars aeruNm er a "m OF
n� AVAUAe� u. of n+is PIAN BY nae an of
16'` 5)N� aa�s7hxN�� Xmt TE Asmic��ia di As CALIFORNIATME
SLOPE & TER
pt OR THE FJ037ENCE OR N0f� FJO5IEN�PE
DRAINAGE OF ANY UNOFRGRWND UTILITY PIPE OR STRUCTURE *THIN THE 11M175
EASEMENT PARE A�Un�Y7NEANS TO OIEINE CT iHEIS UnuIRED LINESTY iNKE OT � RECORD
OR SHO#j 0N THIS PLAN,
PLANS PREPARED BY:
N � � �N �o SAN� �LKMIN ru�ct �'38�EABcnNRoanNc422-413312RROADNroo
... .... ... ...... ....
77:7 77:. ... .... .... ....... .
CA YON LAKEo CA 92587
C"IV
7W0 CORKING DAYS BEFORE YOU DIG �. � �" 714 392-1219 LD 10— 035GR
888 448-2546 FAX
NINE
CONSTRUCTION RECORD DATE BY REVISIONS ACCO BENCH MARKSEAL:SCALE E� Designed By Drawn By Checked By RECOMMENDED HYi ATEi o Drawing No.
ContractorSPIKE AND WASHER STAMPED IACQIIEI YN BV BV JO �� CITY ❑ F T E M E C U L A DEPARTI�IEN7 OF PUBLIC �ORKS
RCE 20508, FLUSH AT THE Horizontal (Yd"Y^" s epared Under Supervision Of
RADIUS PINT DF SAN FERMIN � "=20� ACE 55601 ACCEPTED B � —�— DAT
Ins 2ND UNIT GRADING PLAN
Ins actor G BU DIRECTOR OF PUBLIC K
P PLACE. Date 9-01-10 �w�. 11a+
rx'rwe:; L
— ran �NaN� LCT 24 OF TRACT MAP N0. 9833-2ELEV = i2 2,3 5 va.�t��-- "a� 12 ,,.
AS NOTED � 12-31-2010No.47109 •:rid,: 43,355 SAN FERMIN-PLACE
R.C.E. No. Expires R.C.E. � APN 945-020-018 PAIO-0197 sheet 2 of 2