962q_grc
q ER , f APPLICANT SOILS ENGINEER
PONDEMOSA LANE ESTATES, LLC INLAND FOUNDATION ENGINEERING, INC.
90621 CIVIC CENTER DRIVE 1310 SOUTH SANTA fE AVENUE
RANCHO CUCAMONGA, CA 91730 SAN JACINTO, CA 92583
TEL: (909) 461 -1150 .° ((S1, 6 54-15 55
0551
24 HR NCY CONTACT
PHIL BURUM LEGEND
ENGINEER TC = TOP OF CURB
T.B. = TOP OF EARTH BERM
fH1GFAf G.B. = VER77CAL GRADE BREAK
6879 AIRPORT DRIVE EG. = EXMNG GROUND
RIIII IDL`, CA. 92504 E.P. = EDGE OF PAVEMENT
957 -688 -0241 rL. - DRALMIGE FLOW LINE
.ASSESSORS PARCEL NUMBER FS = ANGH SURFACE
F.F = BUILDING FINISH 6LOOR
273 -180 -050 C.L. = CENTER LINE
.ZONING L4NU USE PL VERT. INTERSECTION POAT
F.G. RNISHE D GROUND
EXISTING ZONING: A -1 -1 Tt t? - DRAINAGE HIGH POINT
PROPOSED 70NING: A -1 -1 LIE - INVERT ELEYA77oN
MS77NG LANOUSE.• UNDEVELOPED - VACANT
PROPOSED LANDUSE.' SINGLE FAMILY RESIDENTIAL - RETAINING WALL
ADJACENT LAND USE _ = ROCK OUTCROP GROUPS
NORTH: A -1 -1, M-SC
SOUTH: A -1 -1 - 2.1 SLOPES
EAST. A --1 -1, M -SC r
WEST- A -1 -1
UTILITY PURVEYORS = RIP -RAP
IIII WM:W.D. = INDEA' CONTOURS
SEWER: ADVANCED 7REATMENT UNITS '
CAS. SOWNERN CALIFORNIA GAS COMPANY �Q `� = DAY7JGHT UNE
ELECTRICITY. SOUTHERN CALIFORNIA EDISON
TELEPHONE• SBC = FLOW ARROW
SCHOOL: RIVERSIDE UNIRC"D
CA7V.• CHARTER CABLE = DISnURBED AREA
® S
- SEP77C
CONSTRUCTION NOTES & QUANTITIES
QUANTITIES ARE FOR BONDING PURPOSES ONLY
GONTRACTaR To 81D PROJECT BASED ON HIS oWN "TAKE- -OFF"
&INSTALL CONCRETE V--tNTCH PER DE7X SNEE7 3 .................... .............., 641 L,F,
Z& INSTALL 12" NDS SPEE —D INLET .................... ......... ......... EA.
&INSTALL 6" PVC OR EQUAL YARD DRAIN AT MINIMUM SLOPE OF 0.5x............6& LF
C 4 � UNDER SIDEWALK DRAIN THOUGH CURB PER RIVERSIDE COUNTY
STANDARD N0: 309 ......... ......... .. 3 EA.
&INSTALL 5'X5' RIP RAP PAD WITH 100.2 BACKING........ . ................75 S.F
6 -CONST?UCT SPLASH WALL PER DETAIL ON SHEET 3 ............ .. .... . ............. 93 L.F
I LO
C .
Ow
4
N.T.S -
NOTE SEAL — ENGINEER i
ALL WORK IN THE RIGHT OF WAY REQUIRES
APPROVAL ANDIOR AN ENCROACHMENT PERMIT
FROM THE TRANSPORTADON DEPARTMENT
N
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320
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N. 1. N.
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1
GRADING NOTES
t. Af„{, GRADING 51IALt cdraFDRM TO THE 2090 CALrrnRNrA BurlBrNG GOIIE s 17, is c& APPErtOIx Ct9A7'TE7?- J
AS AMENDED BY ORB, 457.
2. ALL PROP€ R7YCORNERS . SHALL .Bf. CLEARLY .BELtMEA7ED iN.THfFiELD PRIOR 70 COMMfnCEMdItT dFANY
CONST RUCT dONfGRADMIG.
3. ALL WORK UNDER 7NfS GRADING PERMIT SHALL BE UMDEB TO WORK WITTtFN 7IiE PRUFaERtY LINES WORK WITHIN
THE RgAD R Of- -WAY WILL REQUIRE SEPARATE PLANS AND A SEPARATE REVI&JAAPRdVi1L OERMM} FRdM THE
7RU415aoRFArx3N DEPAIZrMENr.
4. GRADING SHALL BE DONE UNDER THE SUPERI?SrDN OF A 50I1.5 ENGINEER' IN CON WfTH EGC3MMENf.14TIDN5
OF THE PRELIMIt�Y SOW tNVESnGAT9dN BY INlAP+lD FOU ON EN xnnv'r: _ M DOTED
5. COMPACTED Fitt TO SUPPORT ANY STRUCTURES SHALL COMPLY WITH SECTION ' 78013. FJWtEC7S W174O(Ir PF1EUMtNARY
SOILS REPORT SHALL DAVE DETA7LET3 SPECtFIfAnONS S09 THE 13U1RE'MEN1S IN fBS PREPARED BY
TXIE EAR
6, THE CONTlaAGTdR Sl1ALL NOnhY THE BUILDING AND DEPARTMET AT LEAST 24 BURS IN TO REQUEST tTNFSN LOT GRADf ARID DRAINAGE INSPECTION, THIS MUST' ' APPROVED Pltx3fd Tl7 8U1 � ..II PERMIT f7N#t
flYSPECTIQN FOR EACH LOT.
T THE CONTRACTOR SHALL NOTIFY UND£RCRdUND SERVlCt ALERT TWO ipAYS BEFORE D/CCINC, e#7' 8f 1.
M CUT AND FILL SLOPE = 2:1.
9. NO FILL SHALL BE PLACED ON EXfS7FN6 GRO r �` x SHE GROUND dN[S BEEN CZEAREt7 OF WEEDS, DEDRIS, TOPSOIL
AND DINER DELETERIOUS MATERIAL FILLS SHOULD to IFIfN LlF1S (I M OR AS RECDMMENl7EI2 IN
SOILS REPORT), COAtPAG1€II AND 7E51ED AS GRAI3tA� ESS UNnL FLfdAL !'..BABE'S .$RF ATT` . ALL FILLS ON
SLOPES STEEPER THAN 5 TO t (HIV) AND A HEt TER TIN 5 ,�fT 8E xEtEO BENG:�IEB INTO
t7RM tYATURAL SOIL FOR RILL. SUPPORT THE I L THE' 70£ MUST s • 60 WIDE
rL3 Ttl€ SLOPE SrAallrrr FOR- cur AN FIL! sLBPES ; Tn uERTrcal. HE C3R�L/PET srd*R Tar a:1 °Ml)sr
BE VERIFIED Wt771 A FACTOR OF SAFETY OF AT a ,
97. NO RACK OR SIMILAR fRREDUCIBLE MATERIAL IVt7"Ft Aft SUM D1M€NS/ON GREATER TtkiN 9,2 INCITES SHALE BE l3uRtm
DR PLACED IN FILLS CLOSER nflN 10 GR9DE;
DRAtNgGE AND ERastaN.=raaL
72. DRAINAGE ACROSS THE Pi?DI°ER1Y tfllE SHALL. Tt&4T WNICH E 1a �fDPRfOR TO G74At7dN1», EXCESS OR
dt1JiICENT7b97ED DIiINIMAGE sM.L BE cONrnrNED ° i oR t»crm T0'A APPROVED D9# ACE FACJL.DY.
73. PROVE A SLOPE 1NTERGEPTOR DRAfN ALONG . , gI3E OUT SLOPES WHERE THE ORNAI$`t PATH IS GREATER THAN
77/AN
4,0 FEET TOWARDS 774E CUT SLOPE
14. tPROYIDE 5' WIDE BY d' HIGH BERM ALONG THE IY3P DF ALL FILL SLOPES STEEPER 7}LAt1 a* I. _.
15. TH£ GROUND IMMEDIATELY ADJACENT TO THE BUftDING FOUIYCATtON SHALL BE SLOPED A ..Wf7f�T 3� MIN FdR,4 MIN
DISTANCE OF fD HORlZOMAC FEE"!. SWALES WITHIN 70 FEET FROM BUILDING �`}tALL 1-b4VE ` MIUM SLOP€:
76. Nd. OBSTRUCnON OF NAT7)RA! WATER COURSES Sit4LL BE PERAdtTTED.
f7. DURPMG ROUGH cta,Mai %G DPr77srnGNS AND PRIOR TO CONSTRUCTION OF PE'R1dAN €Nr SruC7fJRt$
7FMPdRARY SNAG£ CONTROL (BEST ENT PRACnCt`T.s, 9MPS) S144i! BE PROVtDED TQ t
TER AND L14A69Gf 7D ADJACL7+IT PROPERTIES.
IS DUST SHALL BE.GOMPRd1.LED BY WAIFRrNG OR oTT -TER affsPRGVELi ME7/•toAfi
99. AIL E #rS71NG OI?AtMAGE COURSES ON THE PRgI!'C7` SITE MUST CONT7KUE Tt? FUNCTION. PRDTEO77YE MEASURES 40D TEMPORARY DRAINAGE PROVISIONS MUST BE USED 10 PROTEd;T ADJlNN/NG PRt7PERtIE5 DUI2ING'G'RtG OPERATI!!S.
MR ZD. � �2PM 3 TO t &M Y OR sTac'ps�• IR/W
ALL SLOPES EQUAL TO OR CRIA7ER ndAN 3' 1N'vERFICAL tiE7GHI, ARE REQUIRED 70 9E° t'1r4N7i~D RIt GRASw
R05E4 ICE PLANT (OR EQUAL) GROUND COVER AT A SPACING OF 12 ON CENTER: SLOPES �DIf,?;f ,
IN VERT)LAL HEIGHT SHALL BE PLANTED WITH APPROVED SNRU@S NOT TO EXCEED 10 tIR'EES 04 AD
NOT TO EXCEED 20' ON CENTER OR SHRUBS NOT 70 IXCEED 10, OR A COMBlNAT70N OF SNRIa` ' AND rR T TO
EXCEED tB` •!N ADDJnON T4 THE GRASS OR GROU/{p CDKX SLOPES' TFdTi REQUIRE f'YTIf'1(s SI`�LL $E
WITH AN IN—GROUND IRRIGA7R:7N SYSTEM EQUJPPED WITH AN TE ; PE'R UP. a, CHAPTER f0.
V& SLOPE PLANTING AND IRRIGATION SYSTEM S1ALL BE META /LED PRIOR TO Pk?ECfSE"' F7N4_
COMPLETION OF WDRx
27. A REGISTERED CML ENGINEER SHALL PREPARE FdNAL tY7MPAG770N REPORT /GRAD!%C AYPPl37tt' AND ? SHALL Sr
sUBM1TTE77 FOR RE19EW AND APPROVAL: THE REPORT SIfiI ALSO PRV67tJE BUILDING tta+IYDATIOt$ DEwhf PAm9A4¢TERS
INCLUDING rK4OWA8IE SOIL Pl ?LS5S1/tiES, EXPANSION 7NDIX AND RfMEDAK MF1i5UR£5 R 'E1 ' 20, WB6ER SOLUBLE
SULFATE` CONTENT CDRKt7SMT1' AND REA4Ei)At MEASURES IF NECE35ARY,
NPDES: WHEN ONE ACRE bR MO C Ae^rur cni
f,
CONSTRUCTION SITE BEST MANAGEMEtdT PRACnGES (6d4PS) MR THE '. ;: STORM WATER NON —STORM
WATER DISCHARGES sNAL!• BE DOCUMENTED ON G PLAN �" OF BfcQ,aES THE STORM WATER
POLLUTION PREVENrfON PLAN (I. ARRANGEt4MIs sL BE WOE I III t THE SWPPP ON
THE ✓C>SSITE THROUGHOUT THE nME OF CONS7RUCr/Ufi(,,,7ftE. k11PLEMk7�IAnQRa . AWWOW OF SITE 8MP5 t$
REGL +IREL3 TO MfNMNZE "SITE £RASdON AND SEY3/MENTAT100t REWiR 7Q REMAIN IN PACE
THROUGHOUT THROUGHOUT THE YEAR 70 M1MIMfZE EROSION AND JIOMN, SAtL BADE BY THE OEVEi_aPEIt
TO 11bA1NTAIN THOSE LAPS THROLlGFk7UT THE nME OF CONSIRUCTIOM.
2. EROSldN CONPl40L BMAS SHALL BE IMPLEMENTED AND !1V1AlNED FO. MlN/MtXE THE fNF{+u9dNAP,Qtl7' OF SOIL IN RUNOFF
FROM DISTURBED. SOIL AREAS ON CONSTRUCTION SrTM
3. SED/METYT CONTROL BMPS 5'HAEL BE 1MPLEMENFE9 AND NTAIN£D TO M/N3E THE Tf1rSPORT OF SOIL FROM 1E
CONSTRUCTION SITE
4: GRADING SIfAt1 BE PHASED TD UMIf THE AMbuMr OF DISTURBED AREAS EA'POSED 7D TIdE WENT FL:ASIBC�c
5: AREAS THAT ARE CLFAREd AND GRADED SHALL BE LN$IITED TO ONLY THE PORTION Or THE SITE 7tf4F IS tf*EiRT'
FOR GoNS7RUC770N. THE CONSTRUCTION SITE 5tIIICL BE TO MfNtMfZE THE E7CP05URE TIME OF -
5011- AREAS THROUGH PANG AND SCHEDULING OF GRADING AND THE USE OF TEMPORARY A9�ID � SOtt
STABIUZATTBNN,
6. ONCE DISTURBED, SLOPES (7ERdPIt7ARY OR PERMANENT} SHALL BE SrASIUZED IF THEY W/tl NOT BE WI A7tltN
29 4+C(S DUl2MIG THE STORM SEASON,. ALL SLOPES St#U BE SIA81tfZED PRIOR TO A PRED STORM EYDY1:
T. S� CnON SITES SHALL BE RE— YEGETATEQQ.A��f�LY AS FEASIBLE AFTER SOX rX5
E5 OF SOIL SHALL BE PROPERLY CONTNNED TO ELIM194TE OR f SEDL FROM n3E SITE
TO STREL' DIL4ft+d4GE FACILITIES OR AD,d4CENf PROPERTIES` WA RUNOFF; '�7tlL'LE TRA!'klNa SWIdD:
8. CdNSTRLLC71dN SITES SH4f_L: BE AbiIIYTAfNED IN SUCH A. CONDITION 7FWF A STOW DOE,s r CARRY. WAS?E5' OR .
POLLUTANTS Utz' THE 51TE. DISCHARGE OTHER 7T64N STORM WRTEit (NON- -STORM WATER SCfIARGts) ARE PROMBJTED,
EXCEPT AS AUTHORIZED BY AN 1n131V1DL:At NPDES:PE°RMIF, TI9E STATEW/13E G — GONSTRLIL".TlON ACD6?TY.
P07EIV7TAL POLLUM INCLUDE BUT ARE NOT LIMITED TO SOLID OR LIQUID CHEW-At SPILLS WASTES F1rrsM PAINTS
STAINS SEALANTS SOLVENTS DEPER'GETVrS GLUES UMW PESTYCIO£5, HERB /C /DES, FER77U2ER.S, WOOD !'RESERYA77YES,
A.NDASBESTOS F78E'RS, P401Jf FGiKES. OR STUCCO FRAGMEiYrS• FUELS, OILS LUBRtOgMTS, AND M'DMUUG RADG47iJ1? OR
BATTERY FLUIDS, CONCRETE' AND RELATED CUTTING OR cuR1NG RESIDUES F1t,14TABtE WASTES WASTES FROM
ENGtnE/EQUIPME'NT STEAM ClfAN/NG: OR CHEMICAL DEL;RE�kSI/: WAStES FROM STREET CLEAtd/NG; AND
SUPER— CHL{3R!/JATED POTABLE WATE7? FROM LINE FLUSHI AN0 TESlt`ItlG. OLIR/NG CONSTRId &7TON, M.SPOSAL OF St/CH
MATERti4LS SHOULD OCCUR IN A SPEC /t7ED AND - - AREA ON—SITE YHY51G4iLY 50AR9TfD FROM
POTETd714L STORM WATER RUNOFF, W?H ULTT+w47E B15Pd3A! IN ACCORDANCE W11H LOCAL, STATE AND FEDERAL
REQLl177EXfENTS
9. RUNOFF FROM EQUIPMENT AND VEFIIGtE W4SFd1N0 SHALL, BE CdMTAfNED AT COlJS7?fIZS77ON SITE AND MUSE NOT BE
DISCHARGED TO RECEMNG WATERS OR 7NE LOCAL STORM D SYtM,
9G: APPROPRIATE 13MPS R)R COfdS7RUC7TON— RELATED MAlElidrH,S, WASTES, SPILLS OR RE57DUES SfIA!! BE;IMPLENT€B TO
ELIMINATE OR REDUCE T7RT FROM THE SITE T17 STREETS, DRATN4CE FACILITIES, OR ADJINNfNG PROPERTIES By
W1N0 OR RUNOFF.
79. ALL CONSTRUCTION CONPAi:`TdRS AND SUBCONTRACTOR PERSONNEL ARE FO BE MADE AWARE OF THE. RE4U /RED :9MPS
AND GOOD HOUSEKEEPING MEASURES FOR THE PRd}JECT SRE' AND ANY ASrOCA7ED CONSTRUCTION STAGAVG AREAS.
f2, BtSG1i4RGl1dG CONTAMINATED GROUNDWi47ER PRODUCED ELY DEiYATERNYG GROUNDWATER TTlAT HAS INFILTRATED InTO THE
CONSTRUCTION SITE IS PRFJHlBITED. DISCHARGING OF COnTA7NlNATED SOILS VA SURFACE ETdOS]On JS ALSO FROHIBffEO.
DISCHARGING 100NCONTAMlN9TED GROUNDWATER PRODUCED By dEWA7ERtNG AC7>VPTtE,S MAY REQUIRE A fkTlbNAt
POLLUTANT IIt5CtG5RGE' ELtM1N47TON SYS7EEpd (NPDES) PERMIT FROM 7T`/E REGfQnAL WATER 9UAU7Y CONTROL 804RL7.
Ii. BMFS SHALL BE +NrAMIEII AT ALL TANE5. Hd ADDITION, EIMPS StSALL BE IfMSPECTED PRIOR TL3 PREDICTED STORM
EVENTS AND FOLLOWING SORM EVENTS
14. AT THE END OF EACH DAY OF CONSTRCtCndN AC714TPY, ALL CONSrItUGTIDN DEBRIS AND WASTE bS47ERL4t5 SItALL 9E
COLLECTED AND PROPERLY DISPOSED. OF IN T7Ll5ff OR RECYCLE BENS
NOTES
A t CbMSTRf7CndM MEEDNG AND SfTE tN57ECrroN SH411 . BF ARaANCED FOR BY TI-E' sarE DEVELOPER PRIOR rtJ
COMMETJC /NG G`RADiNG OPERATIONS THOSE PARTIES REQUIRED 7D ATTEND THE PRE— GOt#S7RUC7T0N MEEnNG Sl`d9t4 INCLUDE BUT ARE NOT
LIMITED TO THE DEVELOPER I'ROJEGT SURERIMTENDENI; EN01NEil4 Of' RECORD, SAIL GRADING CONtRACTDR AND LlfVl)ERGRQLIND
UrlU77ES CDNTRACIBh'. NG 7I1E DEPARTMENT OF BUILDING AND SAFETY SMALL BE GRADIoW PLAN- CNECxER AND /dR GRzIDtNG
INSAECTDk .THE FOCUS OF THE PRE= CONSTRIJCTtON MEEDNC SILL t3E Td DISCUSS THE VARIOUS' ASPECTS AND RE'SP(YNS191LInES OF 7ftE
Glaw/NG, ARRANGE FOR A PRf GRADING /PRE— COAISTRUCnUN MEEP/NG BY CALLING THE D75TR/GT OFFICE RESPONSIBLE FOR PROV1DfNG
�
YOUR GRADING AND BUILDING INSPECTIONS u;
"THE ETVDnvEFR WHO PREPARED AND SrGNEe THE GRADING PLANS HAS v€RtIrED THAT ALL Ixri?RMA1700I QN' THE DR,aWINGS is cDnsrsTENT
WITH THE SIRE€r PLANS APPROVED OR CLEARED To TD G2A►DE BY THE TRANS DEPARTMENT (I CLEAfdEY7 MARCH 3t, 2094)
AND APPRdvrD T£%TA7tUE TL?ACT kiAP INCLUDING CON017IONS OF APPROIAL•�
CUT UNDER BUILDING IS 10 BE OVER EXCAVATED (2: FEET BELOW FDOn %G -rWD S FEET BEYOND INC BIftGDltiG LINE) AND REG17'htPAGTED
WHEN A BUILDING FOOTPRINT GROSSES CFlTfF7EL 7T{ANSF1'70dY (OR AS IN SOILS ON SOILS REPORT):
JUN 19 ..2014
. lyi�`k S�baftat a n� 4 v� ° , y 3u f`K+Otr
R0 COUN7YOFRfVER$IOE
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1
INDEX GENERAL.. nr07LS lP 130003
2 RaUCH GRADE �GI1 1 ��� 1
3 DETAIL SHEET
4 EROSION CONTROL WDID 5 JJCJ69951
tmtnw Rr6r•%0, -• #nnn DISC STAMPED BRASS R I V E R SI D E ROUGH GRACING PLANS
POST UB14° ON CONC.
POST .RUSH LOCATED NORTH OF VAN DEPARTMENT OF UU {tUINC & SAFETY
BUREN BLVD. APPROX. P400 F7 WEST OF TR � ����` MWV*W SUTILES DR. APPROVED � 4
� TITLE SHEET
dart drive, iversid CA 52504
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EXISTING IMPROVEMENTS
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PROPOSED IMPROVEMENTS
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TYPICAL
SECTION— GREENE CIRCLE`
TYPICAL SECTION-VIA CA IA
POINT
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(FOR REEFERCNCE ONLY)
(FOR REFERENCE ONLY)
N.T.S -
NOTE SEAL — ENGINEER i
ALL WORK IN THE RIGHT OF WAY REQUIRES
APPROVAL ANDIOR AN ENCROACHMENT PERMIT
FROM THE TRANSPORTADON DEPARTMENT
N
IM
320
• xr # w � J
N. 1. N.
RfW
1
GRADING NOTES
t. Af„{, GRADING 51IALt cdraFDRM TO THE 2090 CALrrnRNrA BurlBrNG GOIIE s 17, is c& APPErtOIx Ct9A7'TE7?- J
AS AMENDED BY ORB, 457.
2. ALL PROP€ R7YCORNERS . SHALL .Bf. CLEARLY .BELtMEA7ED iN.THfFiELD PRIOR 70 COMMfnCEMdItT dFANY
CONST RUCT dONfGRADMIG.
3. ALL WORK UNDER 7NfS GRADING PERMIT SHALL BE UMDEB TO WORK WITTtFN 7IiE PRUFaERtY LINES WORK WITHIN
THE RgAD R Of- -WAY WILL REQUIRE SEPARATE PLANS AND A SEPARATE REVI&JAAPRdVi1L OERMM} FRdM THE
7RU415aoRFArx3N DEPAIZrMENr.
4. GRADING SHALL BE DONE UNDER THE SUPERI?SrDN OF A 50I1.5 ENGINEER' IN CON WfTH EGC3MMENf.14TIDN5
OF THE PRELIMIt�Y SOW tNVESnGAT9dN BY INlAP+lD FOU ON EN xnnv'r: _ M DOTED
5. COMPACTED Fitt TO SUPPORT ANY STRUCTURES SHALL COMPLY WITH SECTION ' 78013. FJWtEC7S W174O(Ir PF1EUMtNARY
SOILS REPORT SHALL DAVE DETA7LET3 SPECtFIfAnONS S09 THE 13U1RE'MEN1S IN fBS PREPARED BY
TXIE EAR
6, THE CONTlaAGTdR Sl1ALL NOnhY THE BUILDING AND DEPARTMET AT LEAST 24 BURS IN TO REQUEST tTNFSN LOT GRADf ARID DRAINAGE INSPECTION, THIS MUST' ' APPROVED Pltx3fd Tl7 8U1 � ..II PERMIT f7N#t
flYSPECTIQN FOR EACH LOT.
T THE CONTRACTOR SHALL NOTIFY UND£RCRdUND SERVlCt ALERT TWO ipAYS BEFORE D/CCINC, e#7' 8f 1.
M CUT AND FILL SLOPE = 2:1.
9. NO FILL SHALL BE PLACED ON EXfS7FN6 GRO r �` x SHE GROUND dN[S BEEN CZEAREt7 OF WEEDS, DEDRIS, TOPSOIL
AND DINER DELETERIOUS MATERIAL FILLS SHOULD to IFIfN LlF1S (I M OR AS RECDMMENl7EI2 IN
SOILS REPORT), COAtPAG1€II AND 7E51ED AS GRAI3tA� ESS UNnL FLfdAL !'..BABE'S .$RF ATT` . ALL FILLS ON
SLOPES STEEPER THAN 5 TO t (HIV) AND A HEt TER TIN 5 ,�fT 8E xEtEO BENG:�IEB INTO
t7RM tYATURAL SOIL FOR RILL. SUPPORT THE I L THE' 70£ MUST s • 60 WIDE
rL3 Ttl€ SLOPE SrAallrrr FOR- cur AN FIL! sLBPES ; Tn uERTrcal. HE C3R�L/PET srd*R Tar a:1 °Ml)sr
BE VERIFIED Wt771 A FACTOR OF SAFETY OF AT a ,
97. NO RACK OR SIMILAR fRREDUCIBLE MATERIAL IVt7"Ft Aft SUM D1M€NS/ON GREATER TtkiN 9,2 INCITES SHALE BE l3uRtm
DR PLACED IN FILLS CLOSER nflN 10 GR9DE;
DRAtNgGE AND ERastaN.=raaL
72. DRAINAGE ACROSS THE Pi?DI°ER1Y tfllE SHALL. Tt&4T WNICH E 1a �fDPRfOR TO G74At7dN1», EXCESS OR
dt1JiICENT7b97ED DIiINIMAGE sM.L BE cONrnrNED ° i oR t»crm T0'A APPROVED D9# ACE FACJL.DY.
73. PROVE A SLOPE 1NTERGEPTOR DRAfN ALONG . , gI3E OUT SLOPES WHERE THE ORNAI$`t PATH IS GREATER THAN
77/AN
4,0 FEET TOWARDS 774E CUT SLOPE
14. tPROYIDE 5' WIDE BY d' HIGH BERM ALONG THE IY3P DF ALL FILL SLOPES STEEPER 7}LAt1 a* I. _.
15. TH£ GROUND IMMEDIATELY ADJACENT TO THE BUftDING FOUIYCATtON SHALL BE SLOPED A ..Wf7f�T 3� MIN FdR,4 MIN
DISTANCE OF fD HORlZOMAC FEE"!. SWALES WITHIN 70 FEET FROM BUILDING �`}tALL 1-b4VE ` MIUM SLOP€:
76. Nd. OBSTRUCnON OF NAT7)RA! WATER COURSES Sit4LL BE PERAdtTTED.
f7. DURPMG ROUGH cta,Mai %G DPr77srnGNS AND PRIOR TO CONSTRUCTION OF PE'R1dAN €Nr SruC7fJRt$
7FMPdRARY SNAG£ CONTROL (BEST ENT PRACnCt`T.s, 9MPS) S144i! BE PROVtDED TQ t
TER AND L14A69Gf 7D ADJACL7+IT PROPERTIES.
IS DUST SHALL BE.GOMPRd1.LED BY WAIFRrNG OR oTT -TER affsPRGVELi ME7/•toAfi
99. AIL E #rS71NG OI?AtMAGE COURSES ON THE PRgI!'C7` SITE MUST CONT7KUE Tt? FUNCTION. PRDTEO77YE MEASURES 40D TEMPORARY DRAINAGE PROVISIONS MUST BE USED 10 PROTEd;T ADJlNN/NG PRt7PERtIE5 DUI2ING'G'RtG OPERATI!!S.
MR ZD. � �2PM 3 TO t &M Y OR sTac'ps�• IR/W
ALL SLOPES EQUAL TO OR CRIA7ER ndAN 3' 1N'vERFICAL tiE7GHI, ARE REQUIRED 70 9E° t'1r4N7i~D RIt GRASw
R05E4 ICE PLANT (OR EQUAL) GROUND COVER AT A SPACING OF 12 ON CENTER: SLOPES �DIf,?;f ,
IN VERT)LAL HEIGHT SHALL BE PLANTED WITH APPROVED SNRU@S NOT TO EXCEED 10 tIR'EES 04 AD
NOT TO EXCEED 20' ON CENTER OR SHRUBS NOT 70 IXCEED 10, OR A COMBlNAT70N OF SNRIa` ' AND rR T TO
EXCEED tB` •!N ADDJnON T4 THE GRASS OR GROU/{p CDKX SLOPES' TFdTi REQUIRE f'YTIf'1(s SI`�LL $E
WITH AN IN—GROUND IRRIGA7R:7N SYSTEM EQUJPPED WITH AN TE ; PE'R UP. a, CHAPTER f0.
V& SLOPE PLANTING AND IRRIGATION SYSTEM S1ALL BE META /LED PRIOR TO Pk?ECfSE"' F7N4_
COMPLETION OF WDRx
27. A REGISTERED CML ENGINEER SHALL PREPARE FdNAL tY7MPAG770N REPORT /GRAD!%C AYPPl37tt' AND ? SHALL Sr
sUBM1TTE77 FOR RE19EW AND APPROVAL: THE REPORT SIfiI ALSO PRV67tJE BUILDING tta+IYDATIOt$ DEwhf PAm9A4¢TERS
INCLUDING rK4OWA8IE SOIL Pl ?LS5S1/tiES, EXPANSION 7NDIX AND RfMEDAK MF1i5UR£5 R 'E1 ' 20, WB6ER SOLUBLE
SULFATE` CONTENT CDRKt7SMT1' AND REA4Ei)At MEASURES IF NECE35ARY,
NPDES: WHEN ONE ACRE bR MO C Ae^rur cni
f,
CONSTRUCTION SITE BEST MANAGEMEtdT PRACnGES (6d4PS) MR THE '. ;: STORM WATER NON —STORM
WATER DISCHARGES sNAL!• BE DOCUMENTED ON G PLAN �" OF BfcQ,aES THE STORM WATER
POLLUTION PREVENrfON PLAN (I. ARRANGEt4MIs sL BE WOE I III t THE SWPPP ON
THE ✓C>SSITE THROUGHOUT THE nME OF CONS7RUCr/Ufi(,,,7ftE. k11PLEMk7�IAnQRa . AWWOW OF SITE 8MP5 t$
REGL +IREL3 TO MfNMNZE "SITE £RASdON AND SEY3/MENTAT100t REWiR 7Q REMAIN IN PACE
THROUGHOUT THROUGHOUT THE YEAR 70 M1MIMfZE EROSION AND JIOMN, SAtL BADE BY THE OEVEi_aPEIt
TO 11bA1NTAIN THOSE LAPS THROLlGFk7UT THE nME OF CONSIRUCTIOM.
2. EROSldN CONPl40L BMAS SHALL BE IMPLEMENTED AND !1V1AlNED FO. MlN/MtXE THE fNF{+u9dNAP,Qtl7' OF SOIL IN RUNOFF
FROM DISTURBED. SOIL AREAS ON CONSTRUCTION SrTM
3. SED/METYT CONTROL BMPS 5'HAEL BE 1MPLEMENFE9 AND NTAIN£D TO M/N3E THE Tf1rSPORT OF SOIL FROM 1E
CONSTRUCTION SITE
4: GRADING SIfAt1 BE PHASED TD UMIf THE AMbuMr OF DISTURBED AREAS EA'POSED 7D TIdE WENT FL:ASIBC�c
5: AREAS THAT ARE CLFAREd AND GRADED SHALL BE LN$IITED TO ONLY THE PORTION Or THE SITE 7tf4F IS tf*EiRT'
FOR GoNS7RUC770N. THE CONSTRUCTION SITE 5tIIICL BE TO MfNtMfZE THE E7CP05URE TIME OF -
5011- AREAS THROUGH PANG AND SCHEDULING OF GRADING AND THE USE OF TEMPORARY A9�ID � SOtt
STABIUZATTBNN,
6. ONCE DISTURBED, SLOPES (7ERdPIt7ARY OR PERMANENT} SHALL BE SrASIUZED IF THEY W/tl NOT BE WI A7tltN
29 4+C(S DUl2MIG THE STORM SEASON,. ALL SLOPES St#U BE SIA81tfZED PRIOR TO A PRED STORM EYDY1:
T. S� CnON SITES SHALL BE RE— YEGETATEQQ.A��f�LY AS FEASIBLE AFTER SOX rX5
E5 OF SOIL SHALL BE PROPERLY CONTNNED TO ELIM194TE OR f SEDL FROM n3E SITE
TO STREL' DIL4ft+d4GE FACILITIES OR AD,d4CENf PROPERTIES` WA RUNOFF; '�7tlL'LE TRA!'klNa SWIdD:
8. CdNSTRLLC71dN SITES SH4f_L: BE AbiIIYTAfNED IN SUCH A. CONDITION 7FWF A STOW DOE,s r CARRY. WAS?E5' OR .
POLLUTANTS Utz' THE 51TE. DISCHARGE OTHER 7T64N STORM WRTEit (NON- -STORM WATER SCfIARGts) ARE PROMBJTED,
EXCEPT AS AUTHORIZED BY AN 1n131V1DL:At NPDES:PE°RMIF, TI9E STATEW/13E G — GONSTRLIL".TlON ACD6?TY.
P07EIV7TAL POLLUM INCLUDE BUT ARE NOT LIMITED TO SOLID OR LIQUID CHEW-At SPILLS WASTES F1rrsM PAINTS
STAINS SEALANTS SOLVENTS DEPER'GETVrS GLUES UMW PESTYCIO£5, HERB /C /DES, FER77U2ER.S, WOOD !'RESERYA77YES,
A.NDASBESTOS F78E'RS, P401Jf FGiKES. OR STUCCO FRAGMEiYrS• FUELS, OILS LUBRtOgMTS, AND M'DMUUG RADG47iJ1? OR
BATTERY FLUIDS, CONCRETE' AND RELATED CUTTING OR cuR1NG RESIDUES F1t,14TABtE WASTES WASTES FROM
ENGtnE/EQUIPME'NT STEAM ClfAN/NG: OR CHEMICAL DEL;RE�kSI/: WAStES FROM STREET CLEAtd/NG; AND
SUPER— CHL{3R!/JATED POTABLE WATE7? FROM LINE FLUSHI AN0 TESlt`ItlG. OLIR/NG CONSTRId &7TON, M.SPOSAL OF St/CH
MATERti4LS SHOULD OCCUR IN A SPEC /t7ED AND - - AREA ON—SITE YHY51G4iLY 50AR9TfD FROM
POTETd714L STORM WATER RUNOFF, W?H ULTT+w47E B15Pd3A! IN ACCORDANCE W11H LOCAL, STATE AND FEDERAL
REQLl177EXfENTS
9. RUNOFF FROM EQUIPMENT AND VEFIIGtE W4SFd1N0 SHALL, BE CdMTAfNED AT COlJS7?fIZS77ON SITE AND MUSE NOT BE
DISCHARGED TO RECEMNG WATERS OR 7NE LOCAL STORM D SYtM,
9G: APPROPRIATE 13MPS R)R COfdS7RUC7TON— RELATED MAlElidrH,S, WASTES, SPILLS OR RE57DUES SfIA!! BE;IMPLENT€B TO
ELIMINATE OR REDUCE T7RT FROM THE SITE T17 STREETS, DRATN4CE FACILITIES, OR ADJINNfNG PROPERTIES By
W1N0 OR RUNOFF.
79. ALL CONSTRUCTION CONPAi:`TdRS AND SUBCONTRACTOR PERSONNEL ARE FO BE MADE AWARE OF THE. RE4U /RED :9MPS
AND GOOD HOUSEKEEPING MEASURES FOR THE PRd}JECT SRE' AND ANY ASrOCA7ED CONSTRUCTION STAGAVG AREAS.
f2, BtSG1i4RGl1dG CONTAMINATED GROUNDWi47ER PRODUCED ELY DEiYATERNYG GROUNDWATER TTlAT HAS INFILTRATED InTO THE
CONSTRUCTION SITE IS PRFJHlBITED. DISCHARGING OF COnTA7NlNATED SOILS VA SURFACE ETdOS]On JS ALSO FROHIBffEO.
DISCHARGING 100NCONTAMlN9TED GROUNDWATER PRODUCED By dEWA7ERtNG AC7>VPTtE,S MAY REQUIRE A fkTlbNAt
POLLUTANT IIt5CtG5RGE' ELtM1N47TON SYS7EEpd (NPDES) PERMIT FROM 7T`/E REGfQnAL WATER 9UAU7Y CONTROL 804RL7.
Ii. BMFS SHALL BE +NrAMIEII AT ALL TANE5. Hd ADDITION, EIMPS StSALL BE IfMSPECTED PRIOR TL3 PREDICTED STORM
EVENTS AND FOLLOWING SORM EVENTS
14. AT THE END OF EACH DAY OF CONSTRCtCndN AC714TPY, ALL CONSrItUGTIDN DEBRIS AND WASTE bS47ERL4t5 SItALL 9E
COLLECTED AND PROPERLY DISPOSED. OF IN T7Ll5ff OR RECYCLE BENS
NOTES
A t CbMSTRf7CndM MEEDNG AND SfTE tN57ECrroN SH411 . BF ARaANCED FOR BY TI-E' sarE DEVELOPER PRIOR rtJ
COMMETJC /NG G`RADiNG OPERATIONS THOSE PARTIES REQUIRED 7D ATTEND THE PRE— GOt#S7RUC7T0N MEEnNG Sl`d9t4 INCLUDE BUT ARE NOT
LIMITED TO THE DEVELOPER I'ROJEGT SURERIMTENDENI; EN01NEil4 Of' RECORD, SAIL GRADING CONtRACTDR AND LlfVl)ERGRQLIND
UrlU77ES CDNTRACIBh'. NG 7I1E DEPARTMENT OF BUILDING AND SAFETY SMALL BE GRADIoW PLAN- CNECxER AND /dR GRzIDtNG
INSAECTDk .THE FOCUS OF THE PRE= CONSTRIJCTtON MEEDNC SILL t3E Td DISCUSS THE VARIOUS' ASPECTS AND RE'SP(YNS191LInES OF 7ftE
Glaw/NG, ARRANGE FOR A PRf GRADING /PRE— COAISTRUCnUN MEEP/NG BY CALLING THE D75TR/GT OFFICE RESPONSIBLE FOR PROV1DfNG
�
YOUR GRADING AND BUILDING INSPECTIONS u;
"THE ETVDnvEFR WHO PREPARED AND SrGNEe THE GRADING PLANS HAS v€RtIrED THAT ALL Ixri?RMA1700I QN' THE DR,aWINGS is cDnsrsTENT
WITH THE SIRE€r PLANS APPROVED OR CLEARED To TD G2A►DE BY THE TRANS DEPARTMENT (I CLEAfdEY7 MARCH 3t, 2094)
AND APPRdvrD T£%TA7tUE TL?ACT kiAP INCLUDING CON017IONS OF APPROIAL•�
CUT UNDER BUILDING IS 10 BE OVER EXCAVATED (2: FEET BELOW FDOn %G -rWD S FEET BEYOND INC BIftGDltiG LINE) AND REG17'htPAGTED
WHEN A BUILDING FOOTPRINT GROSSES CFlTfF7EL 7T{ANSF1'70dY (OR AS IN SOILS ON SOILS REPORT):
JUN 19 ..2014
. lyi�`k S�baftat a n� 4 v� ° , y 3u f`K+Otr
R0 COUN7YOFRfVER$IOE
q uo KgpSr ° � §� 613HAINCiANS}WETS'
1
INDEX GENERAL.. nr07LS lP 130003
2 RaUCH GRADE �GI1 1 ��� 1
3 DETAIL SHEET
4 EROSION CONTROL WDID 5 JJCJ69951
tmtnw Rr6r•%0, -• #nnn DISC STAMPED BRASS R I V E R SI D E ROUGH GRACING PLANS
POST UB14° ON CONC.
POST .RUSH LOCATED NORTH OF VAN DEPARTMENT OF UU {tUINC & SAFETY
BUREN BLVD. APPROX. P400 F7 WEST OF TR � ����` MWV*W SUTILES DR. APPROVED � 4
� TITLE SHEET
dart drive, iversid CA 52504
C OE 4- ax: &BE1 -0593 nweeoc aE
Ell 2
BY: PREPARED FOR: PLhXOERQ,S4 LFYVfE E'v1"ATES c
IA„ 1476. o6sicNEO By : cw owl BY: caa craECKm sr : C° FiORiz: sCAi_E : AS NOTTrD e+ERT. sCA1.E NIA SHEET Of
U: \ProJects\waodcrsst PorTnershlp07760 }Eng7naering\Raugh GradeNTR 3023iR77E4 0RD1_FL0OD:dwg cps
D
40
+Vv
n
ns�oras w
w,tE �
�'..
D
40
+Vv
n
+Vv
n
TR. BOUNDARY
Ira
�Q
�NM
RIW
B
F .
SECTION A - R
SCALE. 1770 NATURAL F.L.
va
TR. BOUNDARY
N
in
o r
SCALE. 1 -40'
TR. BOUNDARY
-S�
SECTION D -D
SCALE 1 40'
7R. BOqIMARY
C
CUTfFILL TABLE
LOT NUMBER I MTN. FILL (FT) ( MAX FILL (FT) I MIN. CUT (FT) I MAX CUT (FT)
7
U
ZUM
B�
— /.✓
2
0
+4
TR. BOUNDARY
N
in
o r
SCALE. 1 -40'
TR. BOUNDARY
-S�
SECTION D -D
SCALE 1 40'
7R. BOqIMARY
C
CUTfFILL TABLE
LOT NUMBER I MTN. FILL (FT) ( MAX FILL (FT) I MIN. CUT (FT) I MAX CUT (FT)
7
U
7J
V
— /.✓
2
0
+4
0
—2.5
1
0
+
0
—4
4
0
+3.5
0
—1
5
+1
+6
0
0
NOTE.
ALL WORK IN THE RIGHT OF WAY REQUIRES
APPROVAL AND /OR AN ENCROACHMENT PERMIT
FROM 7 TRANSPORTATION OfPARTMEW.
TU BE
F ! ,
"
& z6" WI.4 11.4WWM
CONCRETE V- DITCH -J
3 0 THICK I
V -DITCH
e N.TS'.
SPLASH WALL DETAIL
N.TS
3' OR LESS
TO BE VMCAL
TYPICAL DOUSE SETBACKS
BETWEEN GRADED SLOPES
N.T.S.
�1►.._� l � Vii: �— �'' '
'VB74' ON CONC.
NORTH OF VAN
1400 FT WEST OF
EXIST. GROUND - _ ^ - -
NEXT BENCH
AS FILL PL4CEM
4
d
COMPACTED
RLL
/
/
f
— VARIF`_'
` UMITS OF
at r4IDAlA l s art f j
'A C T No J0
DETAIL SHEET
SCALE
BE CUT ' 1
CONTINUES /
/ ZONE OF UNSUTABLE
AATERlk TO BE REMOVED
i t
0
D f1v P /W
SECTION B—
SCALE 1 " -40'
COUNTY OF RIVERSIDE 57D. 105 C
(MODIFIED FOR NO SIDEWALK PER G 17.A.)
(COUNTY TRANSPORTATION MAINTAINED STREEI)
N.T.S.
R = 38, T.1, =5.5
SECTION E —E
SCALEE, 1 2 - 40'
TYPICAL SWALE SECTION
N.T.s
TYPICAL P LINE
SET BACK ROM GRADED SL6P
SEAL- ENGINEER
n
MARTPUSA AVE. ALL WORK IN 774E RIC14T OF WAY REOUIR€S
APPROVAL ANDIOR AN ENCROACHMENT PERMIT
WUNIYY AW FROM THE 7IMNSPORTATION DEPARTMENT.
rs
SE'C,26 T,55. R.5W
EROSION CONTROL PLAN
NOTE — ALL SOP'S ON SITE ARE AS NEEDED FOR CONSTRUCTION
PURPOSES & APPROVED BY THE QSP. PLEASE NOTIFY
QSO IF LOCATIONS OF BMP'S ARE REMOVED OR
RELOCATED. IN THE EVENT OF A NON —OWLE POLLUTANT
BREACH ALL DOWNSTREAM INLE75 WILL REQUIRE SAMPLING
AS OUTLINED WITH THE SWPPP MANUAL*
30 12 /� 240
SCALE. 1 g v ^ 6Q
°VB14 ON
N 7400 FT WCONE. ST OF ORTH OF VAN
E
1. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES
DURING THE RAINY SEASON, NECESSARY AoAT9?wS SAWL BE AVAILABLE
ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS 70 FACILITATE
RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED
CROSlON CONTROL. MEASURES WHEN R41 IS IMMINDA
Z: DEt9CES SHALL NOT BE MOVED MODIFIED WITHOUT THE APPROVAL OF
THE CITY INSPECTOR
J. ALL REMOYABLE PROTEC77W DEVICES SHDWN SHALL HE IN PLACE AT 771F
END OF.ElIGH WORKING DAY, WHEN INE FNf ZKY RtN PROE` UIY
FORECAST EXCEEDS 40 PERCEW
4: AFTER A RAWSTORM ALL SILT AND DEBRIS SHALL BC REMOWD FROM CHECK
BEAMS AND DEX17NG BASINS ANY GRADED SLOPE SURFACE PROTECTION
MEASURES LAWGED DURNCA AWNSTORM SHALL ALSO BE IMMEDIATELY
REPAIRED.
S. FILL SLOPES AT 7H4E TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP
OF THE SLOPE AT THE CONCLUSION Or EACH WORKING DAY.
8. GRADING PLO?AM WILL NOT BE LSSUSD WITHOUT AN APPROVED DMON
CONTROL PLAN. EROSION CONIRM SWILL BE IMPLEMENTED' DURING THE
RAINY SEASON (0171DIER 1 7MWUGM MAX 31)
T PROTECT ALL NEWLY— INSTALLED STORM DRAINAGE STRUCTURES FROM SEDIME01T
CLOGGING BY PROWDING INLET FROTEC71ON FOR CURB OPEAIINGS
8. AVOID PAYING OURING WET WE47HER
9 S70MF MATERIALS AWAY FROM DRAINAGE COURSES TO PREVW STORM WATER
RUN -ON
10 MAINTAIN PAVING- EQUIPMENT. PLACE DRIP PANS OR ABSORBENT MATEFRALS
UNDER PAYNG EQUIPMENT WHEN NOT IN USE.
11. CLEAN UP SPILLS WIN ABSORBENT MATERALS RATHER THAN BURYM.
12 DO NOT ALLOW SAND OR GfL4Va PLACED OVER NEW ASPMLT TO WASH
-
INTO STORM ORANS BY C.
13. OLD ASPHALT MUST BE AGPOSED OF PROPERLY. COLLECT AND REMOVE ALL
8AVATN ASPHALT FROM THE SfTE
14 KEEP WORK SITE CtFM AND ORDERLY. REMOVE DEBRIS IN A 77MELY FASHION
IS PROPERLY STORE PAINTS AND SOLWM>
16 MARK STORM DRAIN WELL TOO MINIMIZE INADVERTENT DISPOSAL OF RESIDUAL
PAINTS AND 07NER UQUID5,
17. ALLOW MATERIAL DELIVERY AND STORAGE ONLY IN DESCM7ED AREAS AND
ATTEMPT TO AVOID TRANSPORT NEAR DRAINAGE PATHS OR WATERWAYS
I& MINIMIZE THE USE OF HAZARDOUS NAIER LS ON -59E.
19. CLEAN UP LEAKS AND SPILLS *AfEmzay..
20. MAKE EVERY ATTEMPT 70 USE WATER TIGHT DUMPSTERS FOR TRASH AND
CONSTRUCTION W4STt;_
21. COLLECT SIT F 7RA5H L KILY, ESPECIALLY LURING RAINY AND WINDY COTYGTIIIONS.
22 ARRANGE FOR RECULAR WASTE COLLECTION BEFORE CONTAINERS 01
23. 00 NOT ALLOW BRUSHES OR PAINT CUMAINERS TO BE CLEANED OUT IN THE
DIRT, STREET, CUTTER OR STORM DRAIN
24. S70RE DRY AND WET MATERMI S R0V CONCRETE PLACEMENT UNDER COVER
AWAY FROM DRAINAGE AREAS.
2SS, PERFORM WASHOUT OF CONCRETE TRUCKS OFF SITE OR IN DESIGNA7ED -AREAS
ONLY WASHOUT AREAS SHALL BE AWAY FROM STORM DRAINS OPEN LATCHES,
OR SIREE7S.
26. TEMPOWY SANITARY FACILITIES SHALL SE MAINTAINED IN GOOD WORKING
ORDER BY A LICENSED SERKCE.
27. CONTRACTOR SHALL BE RESPONSELE FOR UPDATING THIS PLAN THROUGHOUT
711E CONSTRUCTION PHASE AND INDICATTNC ANY & ALL REMONSIUPDATES
ON THIS PLANN,
26 NO OBSTRUCTION OR DISTURL ICE OF MTZdRAI DIWNAGE COURSES OR
EXISTING STORM DRAIN INLETS SHALL OCCUR DURING THE R41NINC
SEASON, UNLESS ADEOLIATE TaMRARYIPERMWENT DRAINAGE FACILITIES
HAVE BEEN APPROM AND INSTALLED 70 CARRY SURFACE WATER TO TILE
NEAREST PAACDCk STREET, STORM DRAIN OR NATURAL WAIER COURSE:
29: THE DEVELOPER :SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER
THAT STORM RUNOFF WILL LIE CONTAINED WITHIN THE PROJECT OR
CHMNEI ED ONTO THE STORM- DRAIN SYSTEM WHICFI SERVES -THE RUNOFF
AREA STORM RUNOFF FROM ONE AREA SHALL NOT BE ALLOWED TO DIVERT
TO ANOTHER RUNOFF AREA
30. CONFORWXE WITH 774E REOUIRS11ENTS OF MIS PLAN SHL41L IN NO
WAY RELIEVE 774E DEVELOPER FROM HIS RESPONSIBILITIES 70 THIS SITE
AND AaXCL7dT PROPERTIES 70MRARY EROSION COMROL &ALL CON51ST
OF, BUT NOT BE LIMITED 70, CONSTRUCTING SUCH FACILMES AND
TAKING SUCH MEASURES AS ARE NECESSARY TO PREVENT; CONTROL AND
ASATT WADER, MUD AND M.SON A44AOE TTY PUVUG AND PRIVATE
PROPERTY AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT.
31. CLFARING AND 'CRUBBINC'SHOULD BE LIMITED TO AREAS 17dAT WILL
RECEIVE IMMEDL47E GRADING. EROSION CONTROL Al&WRES WILL BE'
REOUIRED TO PROJECT AREAS WHICH HAVE BEEN CLEARED AND GRUMM
PRIOR TO GRAVING OPER4770N, AND WNICN ARE 5URIECr TO RUNOFF
DURING FHE PERIOD FROM OF T hV` tA41NY SEASON. THESE MEASURES MAY
INCLUDE BUT 5IWL NOT BE:UMUED TO GRADED DITCHES; BRUSH
L$dI NDK AND .SILT FENCES; Cif' ShKU BE EMMCLSM TO PRESSERIC
VEGETA770111 BMW LIMITS OF GRAOWG
LEGEND
GRAVELBAG BARRIER PER
g D rA L HEREON
J 1� = STABILIZE CONSTRUCTION
O WNER , APPLICANT t f ENTERANCE W\GRAVEL
PONDEROSA LANE ESTATES, LLB s SILT FENCE
10621 ClWC CENTER DRIVE
RANCHO CUCAMONGA, CA 91730
TEL: 908 -481 -1154
= STORM WATER DISCHARGE LOCATIONS
24 HOUR EMERGENCY CONTACT
PONDER05A LANE ESTATES LLB
PHIL OURUAfi
10621 CIVIC CENTER DRIVE w m w w
RANCHO CUCAMONG4, CA 91730 = HY[7Rf1SEEDED AREA.
TEL: 909 -481 -1150 ALA. 2:1 SLOPES
lR 130003
BGR 130016
WDID 8 330369951
CO UNTY I i ROUGH GRADING PLANS
DEPARTMENT OF BUILDING & SAFETY TIC C T No J023
APPROVED 20 _ IJ�OSJQIV CC)tVTROL
MAW REVIVONS ' °A BY: _ PREPARED FOR PONDEROSA LANE ESTATES N
D€MGNED BY: M.a B. MWN BY : MAO. CHECKED BY: C HaRlz. scaLE : AS NOTED VERT. SCALE : NIA SHEET 4 OF a3
U:`Projeols \Woadorest Partner .+hip�77E5'Engineari »glRough Grode`TR 3023117764 CR04— EC.dwg Sq +.
SEAL— ENGINEER
KRAMERI Avg
ACCESS � POR
1'
�'
POINT UL
PONDEROSA OR. U
kHA
ACC ES
PROP. IMP.
POINT
��
LO
GABALLEROS
MARTPUSA AVE. ALL WORK IN 774E RIC14T OF WAY REOUIR€S
APPROVAL ANDIOR AN ENCROACHMENT PERMIT
WUNIYY AW FROM THE 7IMNSPORTATION DEPARTMENT.
rs
SE'C,26 T,55. R.5W
EROSION CONTROL PLAN
NOTE — ALL SOP'S ON SITE ARE AS NEEDED FOR CONSTRUCTION
PURPOSES & APPROVED BY THE QSP. PLEASE NOTIFY
QSO IF LOCATIONS OF BMP'S ARE REMOVED OR
RELOCATED. IN THE EVENT OF A NON —OWLE POLLUTANT
BREACH ALL DOWNSTREAM INLE75 WILL REQUIRE SAMPLING
AS OUTLINED WITH THE SWPPP MANUAL*
30 12 /� 240
SCALE. 1 g v ^ 6Q
°VB14 ON
N 7400 FT WCONE. ST OF ORTH OF VAN
E
1. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES
DURING THE RAINY SEASON, NECESSARY AoAT9?wS SAWL BE AVAILABLE
ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS 70 FACILITATE
RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED
CROSlON CONTROL. MEASURES WHEN R41 IS IMMINDA
Z: DEt9CES SHALL NOT BE MOVED MODIFIED WITHOUT THE APPROVAL OF
THE CITY INSPECTOR
J. ALL REMOYABLE PROTEC77W DEVICES SHDWN SHALL HE IN PLACE AT 771F
END OF.ElIGH WORKING DAY, WHEN INE FNf ZKY RtN PROE` UIY
FORECAST EXCEEDS 40 PERCEW
4: AFTER A RAWSTORM ALL SILT AND DEBRIS SHALL BC REMOWD FROM CHECK
BEAMS AND DEX17NG BASINS ANY GRADED SLOPE SURFACE PROTECTION
MEASURES LAWGED DURNCA AWNSTORM SHALL ALSO BE IMMEDIATELY
REPAIRED.
S. FILL SLOPES AT 7H4E TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP
OF THE SLOPE AT THE CONCLUSION Or EACH WORKING DAY.
8. GRADING PLO?AM WILL NOT BE LSSUSD WITHOUT AN APPROVED DMON
CONTROL PLAN. EROSION CONIRM SWILL BE IMPLEMENTED' DURING THE
RAINY SEASON (0171DIER 1 7MWUGM MAX 31)
T PROTECT ALL NEWLY— INSTALLED STORM DRAINAGE STRUCTURES FROM SEDIME01T
CLOGGING BY PROWDING INLET FROTEC71ON FOR CURB OPEAIINGS
8. AVOID PAYING OURING WET WE47HER
9 S70MF MATERIALS AWAY FROM DRAINAGE COURSES TO PREVW STORM WATER
RUN -ON
10 MAINTAIN PAVING- EQUIPMENT. PLACE DRIP PANS OR ABSORBENT MATEFRALS
UNDER PAYNG EQUIPMENT WHEN NOT IN USE.
11. CLEAN UP SPILLS WIN ABSORBENT MATERALS RATHER THAN BURYM.
12 DO NOT ALLOW SAND OR GfL4Va PLACED OVER NEW ASPMLT TO WASH
-
INTO STORM ORANS BY C.
13. OLD ASPHALT MUST BE AGPOSED OF PROPERLY. COLLECT AND REMOVE ALL
8AVATN ASPHALT FROM THE SfTE
14 KEEP WORK SITE CtFM AND ORDERLY. REMOVE DEBRIS IN A 77MELY FASHION
IS PROPERLY STORE PAINTS AND SOLWM>
16 MARK STORM DRAIN WELL TOO MINIMIZE INADVERTENT DISPOSAL OF RESIDUAL
PAINTS AND 07NER UQUID5,
17. ALLOW MATERIAL DELIVERY AND STORAGE ONLY IN DESCM7ED AREAS AND
ATTEMPT TO AVOID TRANSPORT NEAR DRAINAGE PATHS OR WATERWAYS
I& MINIMIZE THE USE OF HAZARDOUS NAIER LS ON -59E.
19. CLEAN UP LEAKS AND SPILLS *AfEmzay..
20. MAKE EVERY ATTEMPT 70 USE WATER TIGHT DUMPSTERS FOR TRASH AND
CONSTRUCTION W4STt;_
21. COLLECT SIT F 7RA5H L KILY, ESPECIALLY LURING RAINY AND WINDY COTYGTIIIONS.
22 ARRANGE FOR RECULAR WASTE COLLECTION BEFORE CONTAINERS 01
23. 00 NOT ALLOW BRUSHES OR PAINT CUMAINERS TO BE CLEANED OUT IN THE
DIRT, STREET, CUTTER OR STORM DRAIN
24. S70RE DRY AND WET MATERMI S R0V CONCRETE PLACEMENT UNDER COVER
AWAY FROM DRAINAGE AREAS.
2SS, PERFORM WASHOUT OF CONCRETE TRUCKS OFF SITE OR IN DESIGNA7ED -AREAS
ONLY WASHOUT AREAS SHALL BE AWAY FROM STORM DRAINS OPEN LATCHES,
OR SIREE7S.
26. TEMPOWY SANITARY FACILITIES SHALL SE MAINTAINED IN GOOD WORKING
ORDER BY A LICENSED SERKCE.
27. CONTRACTOR SHALL BE RESPONSELE FOR UPDATING THIS PLAN THROUGHOUT
711E CONSTRUCTION PHASE AND INDICATTNC ANY & ALL REMONSIUPDATES
ON THIS PLANN,
26 NO OBSTRUCTION OR DISTURL ICE OF MTZdRAI DIWNAGE COURSES OR
EXISTING STORM DRAIN INLETS SHALL OCCUR DURING THE R41NINC
SEASON, UNLESS ADEOLIATE TaMRARYIPERMWENT DRAINAGE FACILITIES
HAVE BEEN APPROM AND INSTALLED 70 CARRY SURFACE WATER TO TILE
NEAREST PAACDCk STREET, STORM DRAIN OR NATURAL WAIER COURSE:
29: THE DEVELOPER :SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER
THAT STORM RUNOFF WILL LIE CONTAINED WITHIN THE PROJECT OR
CHMNEI ED ONTO THE STORM- DRAIN SYSTEM WHICFI SERVES -THE RUNOFF
AREA STORM RUNOFF FROM ONE AREA SHALL NOT BE ALLOWED TO DIVERT
TO ANOTHER RUNOFF AREA
30. CONFORWXE WITH 774E REOUIRS11ENTS OF MIS PLAN SHL41L IN NO
WAY RELIEVE 774E DEVELOPER FROM HIS RESPONSIBILITIES 70 THIS SITE
AND AaXCL7dT PROPERTIES 70MRARY EROSION COMROL &ALL CON51ST
OF, BUT NOT BE LIMITED 70, CONSTRUCTING SUCH FACILMES AND
TAKING SUCH MEASURES AS ARE NECESSARY TO PREVENT; CONTROL AND
ASATT WADER, MUD AND M.SON A44AOE TTY PUVUG AND PRIVATE
PROPERTY AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT.
31. CLFARING AND 'CRUBBINC'SHOULD BE LIMITED TO AREAS 17dAT WILL
RECEIVE IMMEDL47E GRADING. EROSION CONTROL Al&WRES WILL BE'
REOUIRED TO PROJECT AREAS WHICH HAVE BEEN CLEARED AND GRUMM
PRIOR TO GRAVING OPER4770N, AND WNICN ARE 5URIECr TO RUNOFF
DURING FHE PERIOD FROM OF T hV` tA41NY SEASON. THESE MEASURES MAY
INCLUDE BUT 5IWL NOT BE:UMUED TO GRADED DITCHES; BRUSH
L$dI NDK AND .SILT FENCES; Cif' ShKU BE EMMCLSM TO PRESSERIC
VEGETA770111 BMW LIMITS OF GRAOWG
LEGEND
GRAVELBAG BARRIER PER
g D rA L HEREON
J 1� = STABILIZE CONSTRUCTION
O WNER , APPLICANT t f ENTERANCE W\GRAVEL
PONDEROSA LANE ESTATES, LLB s SILT FENCE
10621 ClWC CENTER DRIVE
RANCHO CUCAMONGA, CA 91730
TEL: 908 -481 -1154
= STORM WATER DISCHARGE LOCATIONS
24 HOUR EMERGENCY CONTACT
PONDER05A LANE ESTATES LLB
PHIL OURUAfi
10621 CIVIC CENTER DRIVE w m w w
RANCHO CUCAMONG4, CA 91730 = HY[7Rf1SEEDED AREA.
TEL: 909 -481 -1150 ALA. 2:1 SLOPES
lR 130003
BGR 130016
WDID 8 330369951
CO UNTY I i ROUGH GRADING PLANS
DEPARTMENT OF BUILDING & SAFETY TIC C T No J023
APPROVED 20 _ IJ�OSJQIV CC)tVTROL
MAW REVIVONS ' °A BY: _ PREPARED FOR PONDEROSA LANE ESTATES N
D€MGNED BY: M.a B. MWN BY : MAO. CHECKED BY: C HaRlz. scaLE : AS NOTED VERT. SCALE : NIA SHEET 4 OF a3
U:`Projeols \Woadorest Partner .+hip�77E5'Engineari »glRough Grode`TR 3023117764 CR04— EC.dwg Sq +.
SEAL— ENGINEER