HomeMy WebLinkAboutENG-2016-00019 SIP 17-014-17-037 10 OF 24 COUNTY ROUTE P03TYII.E (IM OMETER POST)
TOTAL.PROJECT
/?1V 75 26,466/26.69 (2.591429,5
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9
NPDES / STORM WATER POLL UT/ON NOTES. EROSION CONTROL GENERAL NOTES.• OWNER/DEVELOPER: ENGINEER/PREPARER:
- ALBERHILL R/OGE
A THE DEVELOPER AND HIS CONTRACTOR ARE RESPONSIBLE FOR/MPLEMENTAT{ON AND MAINTENANCE OF THE 1. /N CASE OF EMERGENCY CALL: CASTE&COOKE KWC ENGINEERS LAKE
SWPPP APPROVED, PRE-QUALIFIED BMPS FROM THE CAL/FORNA STORM WATER QLLAL/7Y ASSOCM770NLBERHILL HOME BUILDING, INC 1880 COMPTON AVENUE, SUITE 100
CASTLE& COOKE ALBERHILL HOME BUILDING, INC/NC (� ELSINORE
(01504)HGWDBOOK 9E65/7E FOR CYIN57R4CTT01V TO RETAIN 5ETJ/M1N75 FROM AREAS 9157ZIRBfD OA69E KEWN BOOS, PHONE NUMBER.- (951)285-5715 6455 ALBERHILL RANCH ROAD CORONA, CA. 92881-3370
TO THE MAXIMUM EA751vT PYRACRCABLE. THE EPOS/ON CONTROL MEASURES INCLUDE 77-10Sf SHOWW ON LAKE ELSINORE, C4 92530 (951)734-2130 �' TR30836
TILE PLAN AND APPLIC4BLE SMPPP AS WELL AS ANY ADD/770NAL EROSION CONTROL MEASURES(E.G., 2. A STANDBY CREW FOR EMERGENCY M•(0RK SHALL BE AVAILABLE AT ALL TIMES DUR/NG THE RAINY (951)245-0476 CONTACT M/KE C. TANNG, P.E. RD g
HY,JROS£ED/NG, MULCHING OF SMW, GRAVEL-B409NG, DIVERS/ON DITCHES Rf7bVTOOW B45INS, ETC.) SEASON, OCT08ER 15 THROUGH APRIL 15. NECESSARY MATERIALS SMLL BE AVAILABLE CONTACT 70M TOML/NSON, P.E. '
DICTATED BY F7EZD LbiVO/RO/✓S TO PREVENT EROSION AND/OR THE INTRODUCTION OF D.NRT, MUD OR ON-SITE AND S7OCKPILED AT CONVEN/ENT LOC477ONS TO FAC/LITATE RAPID .TR28.14.. 15
9 DEBRIS INTO 1XIS77N6 PUBLIC STREETS AND/OR ONTO AaM6,fNT PROPERDES DURING ANY PHASE OF CONSTRUCDON OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL
COA67RUCTON OPERATONS. MEASURES WHEN R4/N IS IMMINENT. tM
J EROSION CON7ROL DEVICES'SHALL NOT BE MOVED OR MOO/PIED WITHOUT TIdE APPROVAL OF 7T{E C17Y EROSION CONTROL CONSTRUCTION NOTES:
2 WATER POLLUTON CONTROL PLAN(HPCP)SHALL BE KEPT ON-S/7F AND M40E AVAILABLE UPON REQUEST ENGINEER. S MO!/NTAIiV O,�P
OF A REFRfSENTATV£OF THE REGIONAL WATER 04ML/7Y CONTROL BOARD(RW") -54A?A ANA REGION . ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE!N PLACE AT 7Hf END OF EACH WORMING DAY
7❑ INSTALL SILT FENCE PER DETAIL HEREON.
M'D/OR COUNTY OF R/VERS/DE q A �O
WHEN TIE(5)LAY RAINPROB4B/L/7Y FORECAST EXCEEDS FIFTY PERCENT(50;r) ❑ INSTALL FIBER ROLL PER DETAIL HEREON.
3. CON57R(/0776N S/lES SHALL BE MAINTAINED/N SUCH A CONaTON THAT AN A4,77C/PgT_-7.STORM DOES
FOREC4575 SHALL Bf-RECENED FROM BR04DCASIS PROVIDED BY NATONAL OCEAN/C AND ATMOSPHERIC 3 INSTALL GRAVEL BAG BARRIER PER DETAIL HEREON.NOT CARRY amsms OR COUNTY y -
❑
ADMINISTRA77ON(NOAA).
WAIFR(AU STORM WAS AREYPROHZI7ED EXCEPT AS AUTHORIZED BY A/V Av Da4L NPDES FL ulT ® STORM DRAIN INLET PROTECT/ON PER DETAIL HEREON. F CL RSIDE R
UNLJER 7HE STAMMMOE GENERAL PE7RM/T- CONSTROCTON ACTV/TY. 5. AFTER A RANG B4,U, ALL SILT ANO DEBRIS SHALL U REMOVED FROM CHECK BERMS, SILT FENCES; ❑5 INSTALL BONDED FIBER MATRIX PER 2015 CALTRANS ,yo G RI
AND OESKRNG E24SINS ETC. ANY GRADED SLOPE SURFACE PR07E0770N MEASURES STANDARD SPECIFlC4710N 27-2.02J. O PF
DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMED/A7FLY REPAIRED. NOTE.,
0 1
4. PolEN77AL POLLUTANTS INCLUDE BUT ARE NOT C/MRED 70•SOLID OR L/OU/D CHEMICAL SPILLS, WASTES'
FROM PAINTS STA/AIS; SEALANTS, SOLl4-N7S, DETERGENTS, GLUES LIME, PESRCIDES HERB'CIDES, 6. FILL SLOPES AT THE PROJECT PER/METER MUST DR41N AWAY FROM THE TOP OF THE SLOPE AT 7HE ALL EROSION CONTROL GRAVEL BAGGING, DRAINAGE DEVICES, ETC. G G y'(•
IZERS, {MOOD PRESERVATVES, AND ASBESTOS FIBERS, PAINT FLAKES OR STU500 FRAGMENTS FUELS, SHALL INSTALLED CONCURRENTLY WITH THE GRADING AND 2
CONCLUSION OF EACH WORKING DAY. CONSTRUC770N OPERATIONS FOR THIS PROJECT. sue'
fIRM co LOCAT/ON Mf�P
06/5 LUBRICANTS AND HYOR4UL4 RADIATOR OR 8477ERY FLUIDS,-CCWCRE7F AND RELATED CUTTING OR ly 1=2000'
CURING RESIDUES RLkTABZE WASTES• WA57S FROM ENG/NE/EOU/PMENT STEAM CLEAVING OR CHEMICAL 7 THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE POSTED ON THE SITE TO PREVENT PUBLIC 8'-0" MAX.
LTEUREA51AV W457ES FROM 57REET CLEANW AND SUPER-CHLOR/NA7ED NOTABLE WATER FROM LINE TRL-PASS INTO AREAS WHERE WATER/S IMPOUNDED WHENEVER THE DEPTH EXCEEDS
AZU517YNG AND 7ES77NG: DURING CO0157RUC770N, DISPOSAL OF SUCH MATERIALS ShOULD OCCUR/N A 7WO FEET OR CRE47ES A HAZARDOUS COIVD/T/ON. f0 G4. {Y/RE 2"X 2"STAKE
SPECIFIED AND CONTROLLED 7EMPORARY AREA ON-51IF PHYSICALLY SEPARATED FROM cOZENIRL STORM TES
STAKE LEGEND
WATER RUNOFF, WTH ULMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STA7F AND rMAAL 8. TEMPORARY SOIL STAB/UZ477ON MEASURES INSTALLED ON GRADED SLOPES EXCEED A 3.'1 RATO AND/OR
REQUREMEN7S TEN(10)FEET/N HEIGHT.
® =GRAVEL BAGS
5 RUNOFF FROM EQUIPMENT AND VEHICLE WA.SHN9 SHALL BE CONTAINED AT CONS7RUCTON 5f F AND g DES/LT/NG FAC/L/TES AT ALL DRAINAGE/NLE/5 FOR THE GRADED SITE, DESIGNED FOR ATWENTY-FIVE m FABRIC ti o o =SILT FENCE
MUST NOT BE D/SCHLARGED TO RECE/NNG WAT 77S OR LOCAL STORM OR4/N SYSTEM. (25) YEAR, SIX(6)HOUR STORM/N1EN517Y. THEY MUST BE DETAILED ON THE PLANS.
0=FIBER ROLL
6. AF'PROPR/ATF AMPS FOR C01VSIRUC77ON-RE/A7ED M47ER/ALS, WASTES SPILLS OR RE3IDL/ES SHALL BE DESIGN AND SPECIFIC RECOMMENDATIONS SHALL BE SUBM/77E0 FOR THE FOLLOWING U �
>C A. DESIL TNG 545IN VOLUME EASED ON GRADIENT AND IVA7URE OF SOILS. WOVEN FABRIC W = =PROPOSED SLOPE
/M{ EMENTED TO EUMIN47F OR REDUCE TRANSPORT FROM THE SITE TO STREETS, OR4/N4GE FACIL/TES
B. THE REAL EXTENT OF ALL GRADED AREAS AND IDENRF7C4TON OF ANY TEMPORARY SOIL /S AMOCO 1380 -a�---�► =DIRECTION OF SHEET FLOW
OR ALi/O/N/NG PROPERTES BY WINO OR RUNOFF. I
5 STAB/L/Z4770N MEASURES: O/R EQUAL � ry
7 407FRIAL STORAGE AND STAGING ARE45'SHALL BE ESTABL/SHED. FUEL TANK, PORTABLE TOILETS L/OU/DS, C. SIZE OF DESZTNG 84SIN OU7ZET PIPE AND OVERFLOW FU_q,7il =MATERIAL DELIVERY AND STORAGE AREA.
GETS AND POKERS SHALL HAVE SECONLWY CONTAINUfNT AND BE STORED AWAY FROM ALL PRNATE/ D DIKE REOUIREMEN75 SHOW MINIMUM WALL WIDTH, SLOPE OF WALLS, PERCENT COMPACT/ON, ETC. I
PU FLOW 6L1C STORM WATER CONVEYANCE SYS7EMS S/OFINOLKS, Al16H7S--OF-WAYS AND FLOW-L/NES
f0. PLACEMENT OF DEVICES TO REDUCE EROSION OHMAGE W/TH{N THE TRACT MUST BE SHOWN ON THE FLOW ON EMA =EQUIPMENT MAINTENANCE, WASH AND FUELING AREA.
8. ALL PORTABLE MIXERS SHALL HAVE RYAST7C LINERS UNLIRNEATH Hf N GRAVEL B465 PLACES ON 7HE PLAN
DOHN-HILL SIDE OF THE LINERS TO CONTAIN D/SCAMRGES 111E _ JIIII ANCHOR FABRIC WITH
77 0U7ZET CONDITIONS FROM THE DESILRNG BASIN SHALL NOT EXCEED DOWNSTREAM LIMITA77ONS ip -� COMPACTED SOIL WSA =WATER STORAGE AREA.
® 9. CONTROLLED STREET WA-WING MMLL ONLY BE-ALLOM£D PAYO R TO THE APPLIC477ON fJF sLSPH4LT SEAL •I
® C04TS AND ONLY MMIEN ALL fE'RRNENT L7R4/N4GE INLETS ARE PR071C7E7T. 12. EROSION CONTROL DEVICES SHALL NOT BE REMOVED OF MODIFIED WITHOUT 7HE APPROVAL OF THE
DIRECTOR OF PUBLIC SERVICES OR, /N AN EMERGENCY, BY THE PERSON RESPONSIBLE EXIST. OR f7N/SHED GROUND IL. 6��SO.
10. ALL CWSMU CTON CONTRACTORS AND 5UBCONIR4CMR5 PERSONNEZ ARE M BE MADE AWARE OF THE FOR GRADING OPERATONS. FWC N 7E SANITATION AREA (PORTABLE TOILETS):
REQUIRED VN STAGING AREAS.AND GOOD HOUSEXEEP//✓G MEASCRES FOR THE PROJECT STF ANO ANY'ASSOCL47ED
CO,NSIIRUC770N I3. AFTER A RAINSTORM ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESIL77NG FRO/VT V/EW SIDE VIEW
BASINS AND THE BASINS PUMPED DRY. ANY GRAOfD SLOPE SURFACE PR07FC77ON
MEASUR11. ?15ZH4fiGAG CONTAYINWED GROUNDWATER PRODUCED BY DEWAMPING GRYXJNDW47ER TI AT H45 FA URE170 FROV/ODE EFFECRVE MA DURING A �NT7ENANCE MAY RESU�T 1N PENALnESREPA/RED. - n S/L T FENCE
1N17L7RA7ED INTO THE CONSIRUCRON S/TE IS PROH/B/7F0. 915CH4fG/AG NON-CONfAW1,AIEO I I L _
GROUNDWATER PRODUCED BY DEWATERNG AC7MAFS AMY R£OU/RE A N477ON4L PM 6TAN7 DISCHARGE REFER TO PLATE SC-1 OF ATTACHMENT A4 OF 7HE-WPOP TEXT.
EZIMN4770N SY57EM(NPDES)PERMIT FROM 7H£REGIONAL N07ER QUALITY CONTROL B04RD. 14. AT LEAST ONE(1) GUARD SHALL BE POSTED ON 7HE 5/7F WHENEVER THE D£P7H OF WATER/N ANY N.T S -
DEVICE EXCEEDS EIGH71FN(18)INCHES ADD1770AML GU41?95 MAY BE REQUIRED AS _
12 STORM WA7ER RUNOFF SH4LL NOT BE D/RECZED OVER ANY SLOPES WITHOUT PERMANENT DOWV ORMNS DEEMED NECESSARY BY THE DIRECTOR OF PUBLIC SERVICES.
IM-'TALLED EROSION AND SEDIMENT CONTROLS INCLUDING MI1N7FlMN5F ARE REQUIRED ON ALL EXPOSED RBE7R ROLL
SLOPES UN77L SUFROIENT PERMANENT LANDSCAPING HAS B£EV ESTABLISHED. 100V SLOPE PR07EC77ON 75.. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM THE PUBLIC DRAINS AND PIPES, B"ON 914.
MUST IN PLACE PR/OR TO 77YE ISSUANCE OF 7HE N.O.T. ANO FROM DRAINS AND PIPES OF ADJACENT PROPERTIES FIBER ROLL
1,3 VR fTA77CW CLEARING AND BRUSHNNG ACrWfS SIOU. NOT BE/1W7L17ED DURING THE WFf SEASON ON rA (7yP) S[OpE. QROWA
ANY SITES WHICH ARE NOT ADEO6MMY PROTECTED W77H/DESIL77NG 84511C OR OTlER 7EMPOR4RY GENERAL EROSION CONTROL NOTES.' �. 2"'"/N 4"'TEAT' -�'E,
DRAINAGE OR CONTROL MEASURES 4'MAX 4'M4X DEEP
1. THE INFORM�RON ON THESE DRIMMNG5 ARE ACCUR47F FOR WA7FR POLZURON CONTROL PURPOSES ONLY.
74. ST2L'KP/LES OF SOIL SHALL BE PROPERLY SECURE7J MMTH EmIPS TO ELIMINATE OR REDUCE SEDIMENT <�.;;,�„ �;.K;.•.>,. �TR,WSROR7 fROM 7HE 517F TO STREETS, DR IV4GE FACIZ17YS'OR AQIACENT PROPERTE5 l4A RUNOFF, 2. THE/NFORM4TaV ON THIS PLAN/S/N7E%✓DED TO BE USED AS A GUIDELINE FTM THE CONTRACTOR AND
VEf{/CLE 7/RACK/NG OR MMNO. STOCKPILES//�lAC7IV£FOR APER/OD OF f4 Q4Y5 MORE SHL4LL BE SUBCOMRAC70RS TO INSTALL WATER POLLUTION CONTROL DEVICES AT GENERAL LOCARON5 THROUGHOUT WOOD STAKE ly ��A f7B£R ROLL 3/4"x 3 4 WDOO STAKE
COVERED,•AC7TVF 57OCKPILES SHALL BE COVERED PRIOR TO A FORECASTED RNN. 771E SSE. THESE DRAWINGS ARE 70 BE USED/N COMJUNCTON WTH,HE NARRATIE SECTON OF THEMAX 4'SqCNG75. 5'PEC/AL A7TENRON SHALL BE GIVEN 70 PREPAR4TON AND/NSTA"77O/OF 7HE R411V ET ENT ACTON WATER fOLLUTON CCW77ROL PLAN(WPCPJ. SECTION ';4" - ':4"
PLAN V/EW SECT/ON A3'MIN.oPENfNxrs.
PLAN(REAP)AS REQURED ANSM ON SIT£R/5K LEVE OR AS AmD,1IFD BY THE SIN7.4 ANA REGONAL 3 F7EL0 CONa71,ONS MAY NECESSITATE MOD/FICARONS 70 RlE3'E DRAMMNGS eats aN 7oN
BOARD NPDES PERMIT, GENERAL P£RM/T- CONS7M CWN ACRV!TES o
16. AT 7HE fN0 OF EACH DAY OF CON57IRU070N ACIIl47)'ALL CONS77RUC77PiV DEBRIS AND WASTE M47ERL4LS 4 fEROWENT EROSION 09017ROL WLL BE INSTALLED AS AREAS ARE DETERMINED 70 BE SUBSTAN64LLY FIBER ROLL S
CQWYE7E 2 F4 STORM DRAIN INLET PROTECTION i
SHALL BE COLLECTED AND PROPERLY DISPOSED OF IN TRASH OR RECYCLED B/i15:
REFER TO DETAIL H51 TYPE 1, OF THE CAL/FORNL4 DEPARTMENT REFER TO PLATE SC-10 OF ATTACHMENT A"OF THE WPCP TEXT.
17. THIS 517F H45 OBTAINED A IV4770AW POLL077ON PiFkEN770N RUM/N47701V 567EM(NPDES)PERMIT 70 OF MANSPORTARON 2015 STANDARD PLANS. N.T.S.
REGULATE CO7NS7RUC770N STORM WATER D/SCH4RGES. NOTE.• N T S. o
7. ALL WORKS PERFORMED IN CONNECTION WITH HIGHWAY PZAN77NO W/THIN CALTRANS RIGHT OF WAY FES INLET
NPDES WDID W N/A D47E OLYD ISSUED, IV/A SHALL BE INSTALLED/N ACCORDANCE WITH THE PROVISIONS IN SEC77ON 21 EROSION
CONTROL"OF THE 2015 STA7F OF CAL/FORNL4 OEPAR7MENT OF 7RANSPORATON STANDARD
18 A QL64L/fIED QSP AND/OR OM MMLL REVIEW PLACEMENT OF ERGS/ON CONTROL AND INSURE TIAT WORK SPEC/FICA BONS AND STANDARD PLANS. TOE OF SLOPE
/S AN ACCORDANCE W7H 7HE APPROVED PLANS
2. ALL WORK/N CONNECTTON WIT{EROSION CONTROL WITHIN 7HE STATE ROW SHALL CONFORM TO 3"M/N OPENING BETWEEN
- - 7HE PROWS{ONS IN SECTION 21: EROSION CONTROL, OF 7HE 04L7RANS STANDARD SPECIFICATIONS BAGS /N TOP ROW o
NOTES: 2015
rA o
1. EX/SRNG VEGETARON/S TO REMAIN AS SHOWN ON PLANS. LIST OF lI14T/VE SEEDS
VERNACULAR NAME ACCEPTED TAXON NAME
2. THERE/S CON7R/8UT0RY DRAINAGE UP57RE4M OF THIS 517F
g WE57ERN YARROW ACH/LLEA M/LLEFOL/UM SUBSP. LANUL054 (NUTT.)P/ SECT/ON A A9-
3. T{1RE ARE NO EXISRNG OR ANTCIPATED SOURCES OF TOXIC MATERIAL. CRAM/SE ADENOSTOMA FA5CICULA7UM HOOK. ET. ARN. A Ars €'
4 POST COIVSTRUCTON BMP'S INCLUDE CALIFORNA SAGEBRUSH AR7EM/SGA C&IFORNM LESS
-PRESERVARON OF EXISThIAG
SYSTEM VECETA7TON
/N-PUBLIC STORM ORA C4LIFORN T L4 BUCKWHEA ER/OGONUM FASC/CULARIM BENTH. CAR. FOL/OLOSUM n FLARED END SECT/ON INLET PROTECT/ON C 'p p�y1(ING i
RECO
GOLDEN YARROW ER/OPHYLLUM CONFER?/FLORUM(ZC.)A GRAY VAR. CONFE REFER TO PLATE SC-70 OF ATTACHMENT A"OF THE*PCP TEXT.
SAW TOOTHED GOLDENBRUSH NAZARDLA SOUARROSA (HOOK. ET ARN.)E.L. GREENE VAR. N.T.S. ` 264.E>W c6/2e al DATE
c
OEER LOTUS L07US SCOPARIUS(NIT.) OTTZEY RS.£ y - ••..
A F0077-I/LL NEEDLEGR4SS A4ISSELLA LEP/DA (A.S. H/TCHC.)BARKWOR7F/ E
BLACK SAGE SALVIA MELL/FER4 E.Z. GREENE
9-111 / CALTRANS PERMIT NO.08-15-6-MC-0720
MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL QROFES$/D
CONDITIONS OF DEVELOPMENT AND/OR'CITY AND STATE LAWS AND A PERMIT FO C. T'tiMY CITY OF LAKE ELSINORE SHEET 10
K- l MAY BE ISSUED. �� CFE q� F ENG/NEE/9S
v DG-161t$a+c-T a RCv\SE eaefrtw cpea AbvE C-c-Vv,IKV�SE f"&-F-?f[tnw iN ewn Se-O"S ~ A' 'y
E7 •� C CML ENGINEERS"PIANA, aSURVEYORS
oa- fu�p "cY AS_BnA�ts o; 2 1880 COMPON A UE,SURE 100.caeodq cn 9E881-d3)0.951-134-21]0 LAKE STREET AT /-15 24
No.64263 m �p �7 ,t 7�+
Z_17.►7 t' 6/30/17 * SCALE: BENCH MARK: S/IIEG/ IMPROVEMEN/J OF SHEETS
BRAD FAGRELL, RCE 439 DATE MIKE C. TAING DATE Q. C-95-Ju FILE No.
g CITY ENGINEER R.C.E. No. 64263 lFOF LFOR�� DATE 5tf-SOFT M9 I FOR
MS C
A CITY OF LAKE ELSINORE EROSION CONTROL PLAN