HomeMy WebLinkAboutLot 27 Precise Grading CITY OF ITY OF TEMECULA
EROSION _SEDIMENT CONTROL NOTES CITY OF TEMECULA PUBLICT
1« INFORMATION ON THISIS FOR EROSIONSEDIMENT CONTROL ONLY. GRADING
NOTES ARE I I I ! AND PRECISE GRADING PLANS
,
EACH INDIVIDUAL Ts THE OISOHARGER19 RESPONSIBLEINSTALLATION I
COMBINATIONOF A ION AND SEDIMENT CONTROLS BY OCTOBER IST OF EACH YEAR FOR ALL
® ALL GRADING AND RELATEDi TO THE 1098 CALIFORNIA
APPLICABLE $OIL _ I I I _ , GRADING, EXCAVATING) ALL EXPOSED
, I I� I 1 BUILDING , ! , I � I
L T I . IWOLF CREEK RECREATION CENTER ..
F SUBCONTRACTORS. APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT
. STORMWATER RUNOFF SHOULDL I TO DISCHARGINGTO A STORMWATERCONVEYANCE REDHAWK PKWY FOR CONSTRUCTION ACTIVITIES.
SYSTEM ALA STREETS, FLOW—LINES, DRAINAGEINLETSv . NON—PERMITTED
DISCHARSES ARE PROHI_BITED FROM ENTERING ANY STORMWATER CONVEYANCE . BUILDING PAD AND DRAINAGEL L BE A MINIMUM1 . DRAINAGE
A
L LL MINIMUM . ' _ MINIMUM AWAY
3. DISCHARGER CONTACT INFORMATION:
""'�WOLF VALLEY ROAD FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR
TIM HAMPTONPACIFIC 1-9885 WALLS AT NOT LESS THAN X"
PER T FOR A MINIMUM .
(RESPONSIBLE (COMPANY) NUMBER)
. MAXIMUM CUT AND FILL SLOPES SHALL BE 20-1.
« IF SOIL DISTURBANCE MEETS OR EXCEEDS ONE ACRE, THE SITET BE COVERED UNDER THE STATE
GENERAL CONSTRUCTION PERMIT, A NOTICE OF I I T BE FILEDT . PROVIDE, LILA
DITCHES I 100—YEAR
RESOURCES CONTROL BOARD CB), A WASTE DISCHARGE I I , BERMS,
ALONG THE TOP OF ALL GRADED SLOPES OVER
PROVIDED TO THE CITY, AND A STORMWATERLL
_ �._ I '
I HEIGHTDIRECT
I PROJECT ILAVAILABLEI
CITY T I L F I I T T SLOPES.
WWROAD
W.CITYOFTEMECULA.ORG UNDER NPOES INFORMATION. 1. PRECISE GRADINGIT IS REQUIRED.
. DURING THE RAINY
T IL 3_ ADISCHARGERVI , AS VICINITY MAP 5.
L I LL BE DONE UNDER THE SUPERVISION OF A REGISTERED
_
CIVIL ENGINEER,
2. L I , BUILDINGS,, I ENGINEER, ENGINEERING GEOLOGIST L LFILLS
NECESSARY, EQUIPMENT TPROTECT SITE. ADDITIONAL
T T
I I ALLFILLSISEDIMENTCONTROL I STOCKPILEDTVARIOUS L I , LL
THROUGHOUT THE IFOR IMMEDIATE IMPLEMENTATION.
THIS SITEPLAN. 1' DEEP.
6. ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED, T , REPAIRED, OR MODIFIEDPAVING NOTES
REGULAR . SITES, Y I . I CIVIL I L I I T L ' PUBLIC
Y T f T
T I J T �'
L
L L T T I I L I I s
ENVIRONMENTALLY I PRIVATE T .
IF ANY EROSION OR SEDIMENT CONTROLS FAIL DURINGI � m ! I I
1. MINIMUM l L
T ACCORDANCE WITH THE
REQUIREDBE I
THEIRI MINIMUM '1 1 . ING PLAN PRIORISSUANCE OF THE BUILDINGI . CERTlFICA11ON
7. DURING THE RAINY SEASON, CLEARING SHALL BE LIMITEDTO AREAS THAT WILL RECEIVEIMMEDIATE LL BE TO LINE, GRADE, ELEVATION AND L ILL SLOPES.
GRADING. A COMBINATIONSEDIMENT CONTROLS SHALL BE IMPLEMENTED IN AREAS 4. PLEASE SEE ARCHITECTURALALL
3 . MINIMUM GRADE FOR RIBBONI L BE 0.5
T HAVE BEEN CLEARED. PROPOSED WALLS, FENCES, SIGNAGE, ETC. HEIGHTSPERCENT 7. FINAL COMPACTION REPORT WILL BE REQUIREDFILLS T .
CONSTRUCTION. I RAINY , L I 1VEGETATIVE
TI . I !
COVERAGE,
WOOD MULCH, T I COCONUT), I . IL STERILIZER SHAL LL 8. ALL GRADING SHALL BE DONE I
N CONFORMANCE WITH RECOMMENDATIONS OF THE
1 — IL . L T � DIRECTOR « PRIOR PAVING.
PRELIMINARY SOILS
INVESTIGATION PACIFIC IL
_ENGINEERING INC.,
FOR SPRAY-ON CONTROLS, L STABILIZED 1 . I L LSUBMITTED
LB/ACREAPPLICATION RATE$ OF 3600
L
RESPECTIVELY, TO THE
ACRESr�
. T! L
I
L
T L L. 1 '
BE I T
OF 1
LI I L INCLUDE
AND GREATER
« L T
BE USED AS A STAND-ALONE I
J L
.
TTHAGRADING
RECO
IN CONFORMANCE
HYDROSEEDING 1 L
APPLICATIONL ITFOLLOWING
T
L lTTL DISTURBANCE.-
NTH THE RECOMMENDATIONS OF THE PRELIMINARY IL IL LT I LL II
STABILIZERS, I , OR OTHER MEASURE APPROVED BY THE DIRECTORC WORKS.
« . EMULSION LL
. T L LI T T LEAST 48 HOURS
CONFORM TO
. I T L INCLUDE IL , A , LT , CONSTRUCTION NOTES.
SECTIONS , AND 94 OF THE STATE
IN ADVANCE REQUESTINGFINISH LOT GRADE AND DRAINAGEINSPECTION. THIS INSPECflON
GRAVELL , CHECK DAMS, I INLET T � T . "A-6" SPECIFICATIONS.
T BE APPROVED PRIOR TO BUILDINGl .
1 . ALL ONSITEOFFSITEFLOW—LINES (V—DITCHES, BROW—DITCHES, TERRACE DRAINS, RIBBON GUTTER PER CITYT . 200 I T I l T I L I
DRAINAGEGUTTERS, CURB GUTTER$. ETC.) AND I F_ FSEDIMENT, " .
_ . .
PUBLIC 11
MATERIALS, CONSTRUCTION A MISCELLANEOUS I , IORATED EROSION AND SEDIMENT
CONTROLS AT ALL TIMES. CITY OF TEMECULA STD. 204 1 . CUT AND FILLL BE PROTECTED WITH A COMBINATIONEROSION
_
T SUBDIVIDER T LL
APPLY TO 3 CONSTRUCT THE
11« CONSTRUCTION I I C I T I A.C. SOILS I
I L L INSTABILITY DURING
MESH TRASH TC _LENT . T „ SIDEWALK T T LI I .
CONCRETE,
PAINT$,
CONSTRUCTA
IT F ALL WITHIN I
STREETS, ! I T � A I I . I T F I I RIGHT—OF-WAY.
11. POST—GRADING L INCLUDE, BUT NOT BE LIMITEDT , INSTALLING, WHERE
AND - T T INTO PAINT LI IT ISTRIPE
DRAINAGETHE SYSTEM. N ACCORDANCE
APPLICABLE, , , I I
i TLI l . T I I I
NTH CITY CODES PRIORFINAL I
A
I
1 « CONSTRUCTION ACCESSESSTABILIZED CI F GRAVEL AND SHAKER 8 HANDICAPL PUBLICOF INSPECTION VER
L HEIGHT SHALL HAVE PERMANENT IRRIGATION L
PLATE$ YEAR-ROUND TO PREVENT C T
. FOR RESIDENTIAL LCOMPLETION,
"
L I , T
COMPLETION BASE GRADE DURING
STREET I INDIVIDUAL I L L T RIBBONA I 1T I . I .1 AAT OF ASPHALT. DEVICES PER THE
U.P.C.
TTRACK-OUT ONTO INTERIOR . GRAVEL SHALL ALSO BE PLACED ON DRIVEWAYST A IDE GRATING CATCH BASIN
►
ARE USED TO ACCESS
INDIVIDUAL L .
T I
p
PER APWA , . T IL
THE
12. FILLI L
I
L THE GROUND HAS
TRACKINGPAVED STREETS WHERE I . LL T CLEAREDBEEN A I A ILADELETERIOUS
MIF STEEPASWEEPERS BECOME TERIAL.INEFFECTIVE. TI ONLY I T 1 I I . � �-r I , RELOCATION LI I I ILLI , l BE
TF LT L , DRAINAGEINLETS LL C FILTERACONC. AND AI T
OF ALL EXISTINGUTILITIES. THE CITYL BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A
THE WASHWATER. 6" SQ. BRASS GRATE W/ADAPTOR WOLF a INFORMED 48 HOURS PRIORTHE BEGINNINGREGISTEREDI L ENGINEER, SOIL ENGINEER,, OR ENGINEERINGGEOLOGIST SHALL APPROVE
1 « SILT AND DEBRIS
SHALL BE REMOVED FROM CHECK I E AND I DAMS, o. T A LT FEAINAGE NCES,
,AFFECTED IL 1 "' l 1 AA SQ. T CONSTRUCTI T - 11 L T ILL.
DISCHARGEBASINSA I ,
J _ T CONVEYANCE . I 1 " NDS BASIN1 A . ATRIUM
«
TI I ! LL
T T T. IL L T LT INSTALLED 13.
_ I
_ DRAINAGE
ALONG INTERIOR T I L SILT-FENCE- INSIDE „ . . . CERTIFY 95% COMPACTIONI INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED
_ I I
SIDEWALK RIGHT-OF-WAY,A �« P.V.C. INSPECTION T L I r
1 . IL' LL T START F I « . . w ILT DEPOSITION AND PONDINGDURING
ACCORDINGTO THE STATE GENERAL CONSTRUCTION PERMIT CUBIC T OF STORAGE " '1 . IOBSERVATION
I I T I C I IT. LL 60' 120' 180" LL I 1 . LL T L I I .
FILTERED AND DRAINED FROM THE BASINS
BETWEEN STORMT . 1 . . . ITH THE SOILS ENGINEERTHE PROJECT ,
INSPECTIONSCLEANOUT 0 ALL GRADE ILL I I I 1 . STABILITY L T LEAST
1 . T T I Y L T T AA
INSTALLED
Y I
I T I L 1 L I T IPE SCALE: 1 60# PRECEDED BY COMPACTION TESTING. FIVE—TENTHS .5) SHALL BE SUBMITTED TO THE PUBLIC
UNTIL SUFFICIENT PERMANENT I _ TABLISHED. FIBER ROLLS SHALL BE INSTALLED LI I CIVIL I A
I ENGINEER,, OR ENGINEERINGI ILL
IN I FEET MEASURED VERTICALLY SLOPEON THE FACE OF F -1 AND 1. I L I I L � I Tl HEIGHT.
GREATER I I I L SILT C . LI
SUBMITTEDIPUBLIC
ILL T THE TOE OF ALL EXPOSED SLOPES ' OR MORE IN HEIGHT. I L
A MINIMUMTEN DAYS PRIOR1 _ « A REGISTERED CIVIL ENGINEER OR LICENSEDLAND SURVEYOR SHALL SUBMIT
1 « MATERIALT T . FUEL T _ " T TOILETS," I A LA IRE HYDRANT W/6- PROTECTION POSTST ! L. THE DESIGNL ADHERE TO THE CERTIFICATIONBUILDING LEVATIONS. WHERE SPECIFIC ELEVATIONSREQUIRED,
AND POWDER$ LL T T , LI T- , I L IN CHAPTER 600 OF THE CALTRANS
L GIVEN.
IELEVATION
I LLCONTAINMENT. STOCKPILES IL I I I I UTILIZE TARESPECT VALUE WITH TT I WHEEL STOPS
METHODTHE A VALUE TESTS SHALL BE CONDUCTED I I REQUIRED, I J
1 « T I T CONTAIN I ACCORDANCE I CALIFORNIA T . L LL BE :
GIVEN.
SHALL L ILL I T TI 1 « IL LEGENDREGISTERED CIVIL ENGINEER. T _
Y T I DUE
TSTABILIZED CONSTRUCTION I DETAIL TI TESTS LL J . l l L I ALL 1 DISCHARGER LL L "
TO EROSIONSEDIMENT CONTROL DEVICES OR ANYTHINGELSE, CREATES A HAZARDOUS CONDITION1 CONSTRUCT GRAVEL BAG CHECK DAM FOR CB SHEET INDEX H.P. FINISH L BY THE DIRECTORI . REQUIREMENTS I I I ION AND SEDIMENT CONTROL
PUBLIC.THE HOWEVER, EMERGENCY ACCESSES SHALL BE MAINTAINEDT ALL TIMES. CONSTRUCT GRAVEL BAG CHECK DAM FOR GRATET , INCLUDING
1 « NO OBSTRUCTIONS, OTHER THAN SEDIMENT CONTROLS, T Y I , Sheet 1: Title Sheet TOP OF GRATE 1 . L L PROVISIONS T IT , I APPLICABLE.
OR T . SECTION
I A T Y " .
203-6 OF THE CURRENT STANDARD
DRAINAGE FACILITIES HAVE BEEN APPROVED BY THE DIRECTOR OF PUBLIC WORKS TO CARRY w . SPECIFICATIONS 1 « EXISTINGIL IRAINY
WATER T T T I L . Drainagel TSURFACE COURSE SHALL BE . MINIMUM SEASON. NO OBSTRUCTION OF FLOOD PLAINSL WATER COURSES SHALL BE
« FILL AREAS SHALL HAVE EROSIONSEDIMENT CONTROLS IMPLEMENTED MILEFI T UP SOURCE OF TOPOGRAPHY: SOIL ENGINEERL I T- Sheet 4: Erosion Control ! .L. L LI I I ! A I IS 3 INCHES. PERMITTED.
« A til I INCHES
T _ . I L ; Y I I IT IFI IL I I I «
PROTECTED " T F SLOPES; T « FI I 1 L 1 T
F.S. FINISH L I , MINIMUM 1 . L LL L
LI I IPRIOR
A« T I « I A 1 DIEGO, 111F.F. FINISH L I INCHES. T I «
INLETS- I I T R I T A Y F
SLOPES. 1 71
1 . I T ., I l I lWITHIN
EARTHWORK QUANTITY ESTIMATE ' PUBLIC RIGHT-OF-WAY.DATE., 12/17/97
1 L T BE IN PLACE DURINGAI I TO THE ISSUANCE OF A L. . L I LT
CERTIFICATE OF OCCUPANCY TO PREVENT EROSION.
,i; '`:..,r`(••. `:' .nr,r< 4 t,:.Sir tr r
. T F t� RIGHT T T I OWNER: � .
CUT 1000 APPROVAL OF THESE PLANS Y I IRELIEVE
WOLF CREEK DEVELOPEMENT,LLCAPPLICANT l l RESPONSIBILITY
APPROVAL F I I F CC
I T
ERROR$ AND I I IDURING
. I � � I I I I . I
CORONA, CA. 92879 REVISIONSLL BE PROMPTLY SUBMITTEDTO THE CITYENGINEER
CONTOURSIMPORT/EXPORT 0 C.Y. PROPOSED L GROUND APPROVAL.
UNDERGROUND STRUCTURES NOTIFICATIONS PAVEMENT SECTION . THE ISSUANCE OF THISl ITTEMECULA DOES NOT IMPLY OR
ALL UNDERGROUND UTILITIESY THE OWNER OR OTHERS PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATINGPROVISIONS
EXAMINEDAND THOSE SHOWN ON THE RECORDS INDICATED I ,: THE CONTRACTORL ITIES OR AGENCIES 2 OF STATE OR FEDERAL ENDANGERED SPECIESQUALITY
NOTICE TO CONTRACTORS APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR WORKINGl TO STARTINGT IS RESPONSIBLET I IAPPROPRIATE
PROCEEDING NTH IMPROVEMENT PURSUANT THERETOLIABILITY IES PRIOR TO ANY SITEDISTURBANCES I .
Underground rvice Alert CONTRACTOR AGREES THAT HE SHALL ASSUME SOLEL 1 ILI TO HOLDI ISTENCE CITY OF TEMECULA DEPARTMENT OF PUBLIC1 11
JOB SITEI ING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFET I TO THE UNDERSIGNED; T
OF ALL PERSONS AND PROPERTY; T THIS REQUIREMENT SHALL APPLY CONTINUOUSLYINDICATED I R LOCATED AT VARIANCET UNDERGROUND SERVICE ALERT-
11« TAND NOT BE LIMITED OLL FREE T LI - 1 THE CONTRACTOR SHALL REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTORIS REQUIREDTO TAKE
REVIEWED FOR
COMPLIANCE
1 INDEMNIFY LD THE OWNER AND THE ENGINEER HARMLESSTO PROTECT LI TITLEI
I I L
AND ALL Ll I A L L I SITE. IT LL
BASISTHE I I I L .
WORK ON THIS , LI ILI L T .
ENGINEER.OF THE OWNER OR STARTINGCONCERNED BEFORE . 100, I N47"45'
A
YOU D19
A «
CONSTRUCTIONI T
THREE, BETTERWORLD CIR. STE. 2300 r !
SCALEOF CITY OF TEMECULA Ll
RIVERSIDE . ;�r� . oreman .1.1 « ECUTA, CA. 92590 PH. 951 2949
FAX, 951 294-9301
CONTRACTOR - BRASS I T 1' THORIZONTAL06% Engineering.Surveying.Planning.LandsGWArchitecture HFI C.0
RESET, 0 ACCEPTED BY.: Q6TE:
STAMPED 68 2.9 MILESS.E. ALONG PALANO. 21914
OFFICEFROM POST AAS SHOWN 'w PRE DEPUTY I !
I T N.E. OF THE I RONALD J. PARKS
PAVED ROAD A N.W. TEL. POLE NO. 6295, C.W.T. 3' P,71e 6 A POR. OF LOT 24, TRACT 29305
S.W. I . ELEV. 1039.378 VERTICAL :0 N'T �� N 0,
COMPLETED WOLF CREEK SPECIFIC PLAN
DATE DATE « . . 1 I 7 SHT.
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L r r _ tib ,
- GUTTER PER CITY STD. 200
Ln CONSTRUCT TYPE "D" CURB (6" C.F.) PER
cC17 w .. r_ CITY OF TEMECULA 204
.
l.a r"„ L 3 CONSTRUCT A.C. PAVING PER SOILSENGINEER
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8 HANDICAP SYMBOLS
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.
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c �� !
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1-800 REVIEWED FOR COMPLIANCE NTH
227-2600 I'"AO5-0009 TITLE 24 DISABL D ACCESSI ILITY ONLY
TWO WOWN9 DAYS REFORE Y
OU DIG MATCHLINE SEE SHEET 2CONSTRUCTIONTI T I T
PiREE, BETTER CIR, TE.SCALE0.
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205100-4 Nillr
TEM CULA, CA. 92590
RIVERSIDE 1J-1all , . , 951z94__ MCONTRACTOR
BRASS DISC SET ' ! na ina rin Surveyin Plannin .Landscape Architecture FAka 951 294-9301 C. OM
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, . IL . . L L 1
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{ LII T I TN.E.
2
PAVED ROAD 5' N.W. OF L® RONALD J.
0 A POR. OF LOT 2"K TRACT 29305
S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1
DATE COMPLETED r wxl
R.C.E.No. 21914 . DATE 9-30-07 R.C.E. No. 19744 EXPIRES .
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6 > t w__ o6 CONSTRUCT 4" PCC SIDEWALK
t )
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227-2600
44
PAY$ 1 DATE
CONSTRUCTION RECORD ATE Y SIO DATE '- FNH WEE, BETTER CIR. T . 2 RECOMMENDED mC Drawing
No.
SCALEHall & , . TEMECULA92590 TY OFLI
RIVERSIDE T' - - 1 PH. 9 1 294�
FAX. 951 294-941CONTRACTORITLTEMECULA
Engineering.Surveying.Planning.Landscape .HnNC.0BRASS 1 T T
STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD NO. 21914 z 0 PRECISE GRADING PLAN - REC. CENTER
F I TN.E.� DIRECTORDEPUTY LI
INSPECTORC WORKS
PAVED ROAD 5' N.W. OF TEL. POLE NO. 62950 C.W.T. 3' A POR. OF LOT 2A TRACT 29305
RONALD J. PARKS
S.W. STANDPIPE. . 1039.378 p I :
DATE L . . . 1 T . m . m 1 I
MATCH EXIST.
GRADE
24' MIN.
LI
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CONSTRUCT STABILIZED CONSTRUCTIONIT PER DETAIL 1 EACH Ca
GRAVELCONSTRUCT BAG CHECK DAM FOR CB 2 EACH
CONSTRUCT GRAVEL BAG CHECK DAM FOR GRATE 2 EACH
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COMPLIANCEREVIEWED FOR
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227-2600 APROVED BY:
YOU DIQ
CONSTRUCTIONTE BY REVISIONS DATE4, 13 MCE PARK wDrqwing NO.
SCALE CA, 92590CITY OF TEMECULA
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