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962m_grrol PONDEROSA LANE ESTATES, LLC 10621 CIVIC CENTER DRIVE RANCHO CUCAMONGA, CA 91730 24 HR EMERGENCY CONTACT PHIL BURUM TEL: 909- 481 -1150 273 -200 -025 ZONINGILA D USE FYISTTNG ZONING: A -1 -1 PROPOSED ZONING: A -1 -1 EXISTING LANOUSE:• UNDEVELOPED - VACANT PROPOSED LANOUSE.' SINGLE FAMILY RMDENW ADJACE ZONING�L4N D USE NORTH. A -1 -1 SOUTH: R -A -1 FAST A -1 -5 WEST: A-1 -1 UTILITY PURVEYORS ON -SITE ADVANCED TRE:A7iWENT UN17S SOUTHERN CALIFORNIA GAS CO MPANY SOUTHERN CALIFORNIA EDISON sac RIVERSIDE UNIFIED CHARTER CABLE CUT- 93,046 C.Y. ILL 79,622 C.Y, NET: 13,224 C. Y. CUT D(PMr TO TRACT 30231 (BGRIJOO16) DISTURBED AREA: 26 .37 ACRES THE OUA4N77TY SHOWN ABOVE IS FOR BONDING PURPOSES ONLY SHRINKAGE SUBSIDENCE AND SURFACE LOSS FACTORS ARE NOT INCLUDED. THE C6NM4C7OR IS 70 BUILD THE PROJECT PER PLAN AND BID PER THEIR OWN OUAN777Y ° TAKE OFF" LEGEND T,C, = TOP OF CURB TB, = TOP OF EARTH BERM = INnEEX coN7oDRS `t G.a = VERTICAL GRADE BREAK EG = EXISTING GROUND \ ® DAYLIGHT UNE EA = EDGE OF PAVEMENT F.L. = DRAINGE FLOW UNE - - z` FLOW ARROW F.£ = FINISH SURFACE FF - BULDING RNLSH FLOOR CL. = CENTER LINE s DISTURBED AREA ^' f P.L = VERT. INTERSECTION POINT FG. � S - = RNLSHED GROUND = SEPTIC � H.P. - DRAINAGE HA5H POINT I.E. = INVERT ELEVA77ON = RETAINING WALL } ROCK OUTCROP GROUPS i = 2.1 SLOPES = RP -RAP ` = TR. 31842 -2T' BORROW WE PROJECT AREA PROJECT AREA: 1;513,274.4 SF 34.74 AG SEPTIC NOTES UNITS (IE. ADVANTEK). BECAUSE OF THE PRESENCE OF SHALLOW GROUNDWATER, LOOSE AUUKAL AND FILL SOILS COULD BE PRONE TO LIQUEFACTION, OLDER ALLUVIAL SOILS AND GRANITIC BEDROCK ARE GENERALLY DENSE TO VERY DENSE AND THUS NOT PRONE 70 LIQUEFACTION. TO PROVIDE SUPPORT OF FILL, WE RECOMMEND THAT LOOSE SURFICLAL SOILS BE REMOVED DOWN TO DENSE OLDER ALLUVIUM OR BEDROCK. THE REMOVAL AND RECOMPAC77ON OF THESE LOOSE SOILS WILL EUM01147E THEIR LIQUEFAC77ON POTENTIAL, THUS CALCULATIONS TO EVALUATE LIQUEFACTION POTENTIAL WERE NOT CONSIDERED NECESSARY, PER SOILS REPORT PREPARED BY RMA GROUP E am � m 0 PROP. IMP, iAaP. WINtTY SEC.26 T.JS. R.5W ALL WORK IN 7HE RIGHT OF WAY REQUIRES APPROVAL ANDIOR AN ENCROACHMENT PERMIT FROM THE TRANSPORTATION DEPARTMENT TRACT No. 30238 VIA CASERIA CA xw� JT 1 ! say (951 U,Av ft 1pmfiiv 4 I INDIX MAP, GENERAL N07E`S 2 -5 ROUGH GRADE 6 DETAIL SHEET 7 EROSION CONTROL TAMPED ° VB14 ° ON CONC. OCATED MOR774 OF VAN APPROX. 1400 FT WEST OF "4 s 1. ALL GRADING SHALL CONFORM TO THE 2010 CAUFDRNIA BUILDING CODE CHAPTERS 17, 18 & APPENDIX CHAPTER- J AS AMENDED BYORD 4s3 Z ALL PROPERTY CORNERS SHALL BE CLEARLY DEUNEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION /GRADNG. J. ALL WORK UNDER 7141S GRADING PERMIT SMALL BE LIMITED TO WORK "M THE PROPERTY LINE'S. ALL WORK WITHIN THE ROAD RIGHT DF -WAY WILL REQUIRE SEPAR47E PLANS AND A SEPARATE ~APPROVA4 (PERMIT) FROM THE IMAM1 DEPARrMMr. 4. GRADING SHALL BE DONE UNDER THE SUPERVISION OF A SOILS IN CONFORM400CE OHN RECOMMENDATIONS `OF THE PRELIMINARY SOILS INVESOGADON BY m, 041ED A. 5, COMPACTED FILL TO SUPPORT ANY STRUCTURES R3ALL COMPLY WITH SED 1'DN 1803.5. PROJECTS WTlHOL? PREl1AI1NARY SOKS REPORT .SHALL HAVE DETAILED SPECIFICATIONS S477SFSWNG V E REWREMENIS IN SECTION 18045 PREPARED BY THE EOTR, 6. THE CONTreACTOR SWU NOTIFY THE BUILDING AND SAFETY DEPARTMENT AT LEAST 24 HOURS NV ADVANCE TO REQUEST FINISH LOT GRADE AND DRAT NAG£ INSPECTION INS INSPECTION MUST BE APPROVED PRIOR TO 6L71LAING PERMIT FWL INSPECTION FOR EACH LOT, 7, THE CONTRACTOR SHALL N07IFY UNDERGROUND SERVICE ALERT, TWO DAYS BE'FOW DIGGING AT i• -800- 422 -4133 cut / au 8. MAXIMUM CUT AND FILL SLOPE � 2. 1. 9. NO RU SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS TOPSOIL AND OTHER DELETERIOUS MATERIAL, FILLS SHOULD BE PLACED IN THIN UFTS (8- INCH -MAX OR AS RECOMMENDED IN SOILS REPORT) COMPACTED AND TESTED AS GRADING PROCESS UNTIL FINAL GRAS ARE ATTAINED. ALL FILLS ON SLOPES STEEPER TIAN 5 TO I (HIV) AND A HEIGHT GREATER T84N 5 FEET' SHALL BE KEYED AND BENCHED INTO RRM NATURAL SOIL FOR FULL SUPPORT. THE BENCH UNDER THE TOE MUST BE 10 FEET WRE MIN. 10. THE SLOPE STABILITY FDR CUT AND FILL SLOPES OVER 30' IN VERRCAL. HEIGHT, OR SLOPES STEEPER THAN 2.1 MUST BE VERIFIED WIN A FACTOR OF SA Y OF AT LEAST 1.5: 11. NO ROCK OR SIMILAR IRREDUCIBLE M47DW WITH A M AMUM DIMENSION GREATER 7h4N 12 INCHES SHAD: BE BURIED OR PLACED IN FILLS CLOSER THAN 10 FEET TO THE RNISHED GRADE d• n. •At >.p > -, t..' f � ,yp! � I. .'t' /. ..# �. '0. I' f ". 3.. '� ye d' :- J .9T' f d' D yf B . ••'B. yI d`. , n. d 'f n 'J /'3•• ® ,:. _i �/` o AT' ,.. s • -'3' . p. >.y� . J B • 3° a• f -3T' a 3d J` -y yy,, °a . .'cff a 3a a e q• B' •3 afe * a e , r - s_ :. f I JJr 9J J f' s, .: l f :a I # ! ?. SA ./, I A f! •, - .d /. 21. A REGISTERED CML ENGINEER SM 4LL PREPARE RIVAL COMPACTION A REWIEW AND APPROVAL. THE REPORT SHALL ALSO PROVIDE BUILDING PRESSURES EXPANSION INDEX AND REMEDIAL MEASURES IF E1 > 24 NPDES WHEN ONE ACRE OR MORE IS DING DISTURaM- I. CONSTRUCTION SITE BEST WNAGEMENT PRACTICES (BMPS) FOR THE MANAGEMENT OF SIORM WATER AND NON -STORM WATER DISCI ARG S• WALL. BE DOCUMENTED ON THE GRADING PUN WHICH THEREBY BECOMES THE SITE STORM W47£R POLLUWN PREVENTION PUN (SWPPP). ARRANGEMENTS SHALL BE MAD€ BY THE DEVELOPER TO RETAIN THE SWPPP ON THE "SITE THROUGHOUT THE TTME OF CONSTRUCTION 7HE IMPLEMENTATION AND MAINTENANCE OF SITE BMPS IS REQUIRED TO MINIMIZE JOBWE EROSION AND SEDIMENTA77ON. CERTAIN SUPS MAY BE REQUIRED TO ROWN IN PLACE 7990UGHOUT THE YEAR TO MINIMIZE EiROWN AND SEDIMENTATION, ARRANGEMENTS SHALL BE MADE BY 77-E DEVELOPER 70 MvNTAIN THOSE LT IM THROUGFKIUT THE TIME OF CONSIRUC770N 2. ERROSION CONTROL BMPS SHALL BE IMPLEMENTED AND MAINTAINED 70 MiNMIZE THE ENTRAINMENT OF SOIL IN RUNOFF FROM DISTURBL:D SOIL AREAS ON CONSTRUCTION SITES, J. SEDIMENT CONTROL SUPS SHALL BE IMPLEMENTED AND AWNTAINED TO MINIMIZE THE TRANSPORT OF SOIL FROM THE CONSTRUCTION SITE, 4. GRADING SHALL BE PHASED TO LIMIT THE AMOUNT OF DISTURBED AREAS EXPOSED TO THE EXTENT FEASIBLE 5. AREAS THAT ARE CL.E4RED.AND GRADED SFWL L BE UMITED TO ONLY 7HE PORTION OF THE SITE THAT IS NECESSARY FOR CONSTRUCTION.. THE CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE EXPOSURE' TIME OF DISTURBED SOIL AREAS THROUGH FM4S /NG AND SCHEDULING OF GRADING AND THE USE OF 7EMPORW AND PVftV9NT SOIL STABU.I,TAT10k 6. ONCE DISTURBEn SLOPES• (TEMPORARY OR PERMANim) sm4& SE STABILIZED IF THEY ma NOT BE WORKED W IN1N 21 DAYS: DURING THE STORM SEASON ALL SLOPES SHILL BE STABIOZED PRIOR TD A PREX7W STORM EVENT. CONSTRUCTION SITES SHALL BE RE- VEGETATED AS EARLY AS FEASIBLE AFTER SOIL D6RIRB4NCE 7 STOCKPILES OF SOIL SMALL BE PROPERLY CONTAINED 70 EUMINATE OR REDUCE SEDIMENT TRANSPORT -FROM THE SITE TO STREETS. DRAIN46E FACIL177LS OR ADJACENT PROPERITES VIA RUNOFF, VEHICLE TRACKING OR I 8. CONSTRUCTION SITES SHALL BE AMINTNNED IN SUCH A CONDITION AA4T A STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE DISCHARGES OTHER THAN STORM WATER (NON -STORM WATER DjscFAARGES) ARE PRO<imrrv, EXCEPT As AUTHORIZED BY AN %NDMDUAL NPDES PERMIT, THE STATEWIDE GENERAL PERMIT - CONSTRUCTION ACTMIY, POTENTIAL. POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO SOLID OR LIQUID CHEMICAL SPILLS • WASTES FROM PAINTS, STAINS SEALANTS, SOLVENT,, DE'TERGE7tlIS, GLUM LINE: PESTICIDES, HERBICIDES FER77UZERS, WOOD PRESERVARVES, AND ASBESTOS FIBERS FAINT FLAKES OR SA=O AlWA04M FUELS OILS LUBRICANTS, AND HYDRAULIC, RADIATOR OR B47TERY FLUIDS• CONCRETE AND RELATED CUTTING OR CURING RMWES,• FZOATABLE WASTES,•. WASTES FROM ENGINE/EQUIPMENT STEAM GLEANING OR CHEMICAL DEGREASING; WASTES FROM STREET CLEANLNa ACID SUPER- cHtORINATFD POTABLE WA7ER FROM LINE FLUSHING AND TES'TIN6 DURING CONS7RUc7ION, DL5POS41, OF SUCH MATERLALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE PHY5lCALLY SE7$ARATEYF FROM POTENTIAL STORM WATER RUNOFF, WIN ULTIAMTE' DISPOSAL 1N ACCORDANCE WITH LOCAL, STATE AND FEDERAL. REQUIREMENTS. 9. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING S14ALL BE CONTAWED.AT CONSTRUCTION SUE AND MUST NOT BE DISCHARGED TO RECEIVING WATERS OR THE LOCAL STORM DRAIN SYSTEM, 10. APPROPRIATE BMPS FOR CONSTRUCTION- RELATED MATER&ALS, WASTES, SPILLS OR RESIDUES MAIL BE IMPLOWNIELl 7Y) EUMINAA: OR REDUCE TRANSPORT FROM THE :STYE 70 SM DRAINAGE FAClEMES, OR - ADJOINING. PROPERIMS BY WND OR RUNOFF. 11. ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BMPS AND GOOD H0USE MrMNG MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGWO AfWAI 72. DMIAI SING CONT444NATT:71 GROUNDWATER PRODUCED BY DEWATERM GROUNDWATER 7MT INS- 1NFIL71RATED INTO THE CONSTRUCTION S17E IS PROHIMM DISCHARGING OF CONTAMINATED SOILS VITA SURFACE EROSION IS ALSO PROHIBITED. DISaWGIN0 ,NONCONTAMINA7ED GROUNDWATER PRODUCED BY DEWATENNG AC77AW?XS MAY REOUIREA NATIONAL POLLUTANT DISCHARGE ELIMINATIONS SYSTEM (NPDES) PERMIT FROM THE REGIONAL WATER W4UTY CONTROL BOARD, 13. BMPS SH%L BE MAINTAINED AT N1 TTMES IN ADDITION, BMPS SHALL BE INSPECTED PRIOR TO PREDICTED STORM EVENT'S AND FOUOWWNC STORM EVENTS. 14• AT THE END OF EACH DAY OF CONSTRIJL:770N AC77VI7R; ALL cONsTRUvI0N DER9RLS AND WASTE MATERALS sH4U. BE COLLECTED AND PROPERLY DISPOSED. OF IN TRASH OR RECYCLE BINS. COMMENCING GRADING OPERATIONS THOSE PARTIES REOURRED TO ATTEND 771E PRE CONS7RUC770N ME7 nNG SWU INCLUDE BUT ARE NOT UMRED TO THE DEVELOPERPROJECT SUPERINTENDENT ENGINEER OF RECORD SOIL E7NWATE'R, GRADING CONTRAC71O R AND UNDERGROUND U77IJ77ES CONTRACIO)R REPRESENTING IMF DEPARTMENT OF BUILDING AND SAFETY SHALL BE GRADING PLAN- CHECKER ANDIOR GRADING INSPECTOR. THE FOCUS OF THE PRE - CONSTRUCTION MEE77NG SWILL BE 70 DISCUSS THE VARIOUS ASPECTS AND RESPONSIBAMES OF THE GRADMG ARRANGE FORA PRE- GRAOING /PRE - CONSTRUCTION ME 777NO BY CALLING THE DlS1RICT OFFICE RESPONSIBLE FOR PROVIDING YOUR GRADING AND BUILDING INSPEC71ONS: 'THE ENGINEER WHO PREPARED AND SIGNED THE GRADING PLANS MS VERIRED THAT ALL INFORM477ON ON 7HE DRAWWGS'IS CONSISTENT WITH THE STTIRM DRAIN PLANS APPROVED OR cL£4RED TO GRADE * THE RIWERSIDE cOUNTY FLOOD CONTROL DISTTRcT (PROJECT NO 2-0 -00286 GATE !z-&C/14 ) ; THE STREET PUNS APPROVED OR CLEARED TO GRADE BY THE :TRANSPORTATION DEPARTMENT (IP1130003, 313 112 0 1 4) AND APPROVED TENTATIVE TRACT MAP INCLUDING CONDITIONS OF APPROVAL - THE ENG1NEE R WHO PREPARED AND SIGNED THESE PLANS HAS VEROED. THAT INFORMA7701V SHOWN ON THEW PLANS IS CONSISTENT kWTH THE ROAD PUN APPROVED BY THE 77MUSPORTAT70N DEPARTMENT (IP NO. 13013D3 DATED: MA&9 31. 2074) CUT AREA UNDER BUILDING IS 70. BE OVER EXCAVATED (2 FEET BELOW FOOTING AND 5 FEET BEYOND THE BUILDING UNE) AND RECOMPACT00 WHEN A BUILDING FOOTPRINT CROSSES CUT /RLL.7TLNSI7TON..(OR AS INDICATED ON SOKS RETORT). OFT S17E PERMISSION LE77ER PROVIDED BY MARY A. GRAHAM AND LAURRA' MARIE MADDOCK. DATED 31 a NERSIDE OftmmE EASEA ws RECORDED PER FINAL TRACT MAP RECORDED IN AMPBOOK K r'.. Puri, w t, CONSTRUCTION NOTES & QUANTITIES QUANTITIES ARE FOR BONDING PURPOSES ONLY: CONTRACTOR TO BID PROJECT BASED ON HIS OWN 'TAKE -OFF' n A�w4A� y GE A ALt 4iE INSTALL TEMPORARY CONSTRUCTION ACCESS R04D AND CHANNEL „46,1 teor � �� Anot o O f arty rawBie #; REVETMENT PER DETAIL SHEET 5,.... .... . ...................... Y .. .,., er cnu»A7 lion INSTALL $AS1N OUTLET PER DETEN77ON BASIN DETAIL SHEET 4, 3 INSTALL 6 PVC OR EQUAL YARD DRAIN AT A MINIMUM SLOPE OF 0.5X ...:,.128 LF 4 INSTALL 4'X4' PVC INLET DRAIN ...................... ................... ...............°........,...,.1 EA. 5 INSTALL PRIVATE DR41N THROUGH CURB PER RIVERSIDE COUNTY STANDARD NO. 310........ ...... ............................... 40 L,F, B&INSTALL 5X5 RIP RAP PAD WITH NO. 2 BACKING ............. ............................100 S.F. a INSTALL CONCRETE V -DITCH PER DETAIL SHEET 4 ............. ........................•.1,789 LF 8 CONSTRUCT RETAINING WALL PER SEPARATE PERMIT ...... ............................... 223 L.F, 9 CONSTRUCT 2' DRAINAGE OPENING IN WALL PER DETAIL SHEET 4 .................. 2 EA. 1 ET CONSTRUCT WATER QUALITY BIORETENTION FACILITY PER DETAIL SHEET 4 ...:2 EA. IP 130004 $ GR 130015 1 t CONS7RUCT EXTENDED DE7EN77ON BASIN PER DETAIL SHEET 4 ..................... I EAL .... IWf 8 330369951 COU DEPARTMENT QF a EL R IV ER SI DE ROUGH GRADING PLANS - sAFETr TRACT /VAS. f0�3 APPROVED 20 _ K � � Imo. DATE BY: PREPARED FOR: WOODCREST PARTNERSHIP DFSMED Ur : omwN BY : CHECK€B W r HORIZ. SCALE : AS NOTED VERT. SCALE N/A SHEET l OF ! J. U 0 SCALE. 1" = 1()0' SEAL. - ENGINEER CONSTR NOTES & QU ANTITIES QUANTITIES ARE FOR BONDING PURPOSES ONLY : CONTRACTOR TO 81D PROJECT BA ON HIS OWAI 'TAKE — OFF" INSTALL TEMPORARY CONSTRUCTION ACCESS ROAD AND CHANNEL REVELMENT PER DETAIL SHEET 4 INSTALL BASIN OUTLET PER DEMNT(ON BASIN DETAIL SHEET 4 &INSTALL 6" PVC OR EQUAL YARD DRAIN AT A MINIMUM SLOPE OF 0.5% INSTALL 12" X 12" PVC INLET DRAIN INSTALL PRIVATE DRAIN THROUGH CURB PER RIVERSIDE COUNTY STANDARD NO. 3P0 INSTALL 5'X5' RIP RAP PAD WITH NO. 2 BACKING &INSTAL.L CONCRETE V -DITCH PER DETAIL SHEET 4 &CONSTRUCT RETAINING WALL PFR SEPARATE PERMIT 9 -CONSTRUCT 2' DRAINAGE OPENING IN WALL PER DETAIL SHEET 4 10 CONSTRUCT WATER QUALITY INFILYR47ION TRENCH PER DETAIL SHEET 4 9 i CONSTRUCT EXTENDED DETENTION BASIN PER DETAIL SHEET 4 NOTE: ALL WORK IN THE RIGHT OF WAY REQUIRES APPROVAL ANDIOR AN ENGRDACHMENT PERMIT FROM 7HE TRANSPORTATION DEPARTMENT. Km SEE SHEET 3 SEAL — ENGINEER I PL4N9XaW0 BENCH MARK IP 130004 BGR 130015 WDID a 330359951 ROUGH GRADING PLANS TRACT No. 302J LOTS 1 -1 �r 4RE.D f OR. *V=REST PAR77VERSHIP � HORiz. SCALE: AS NOTED VE r. SCALE : N/A SHEET? OF - 7 U. \Projects \Woedcmt ParhrershiP \7765 \Errgineedng \Rough aadetTR 30238 \7765 GROO2.dwg �' f CONSTRUCTION NOTES & QUANTITIES QUAN17TI€S ARE FOR BONOIN6 PURPOSES ONLY : — COMMC7OR TO BID PROJECT BASED ON NS OWN 'TAKE —OFF 1 - INSTALL TEMPORARY CONS7RUC77ON ACCESS ROAD AND CHANNEL REVETMENT PER DETAIL SHEET ¢ - -INSTALL BASIN OUTLET PER DE7ENTON BASIN DETAIL SNEE'T 4 3 INSTALL B" PVC OR EQUAL YARD DRAIN AT A MINIMUM SLOPE OF D.5 - INSTALL I2" X 12" PVC INLET DAN r INSTALL PRIVATE Dl?AEN THROUGH CURB PER / E RNERSIf1E COUNTY STANDARD NO. 310 � �6 INSTALL 5X5 RIP RAP PAD WITH NO. 2 BACKINGf �T -4INSTALL CONCRETE V -DITCH PER DETAIL SHEET 4 8 CONSTRUCT RETAINING WALL PER SEPARATE PERMIT 9 - CONSTRUCT 2' DRAINAGE OPENING IN WALL PER DETAIL SHEET 4 1D CONSTRUCT WATER QUALITY INFILTRATION TRENCH PER DETAIL SHEET 4 1 f CONSTRUCT EXTENDED DE79MON EASIN PER DETAIL SHEET 4 / POOL SEE 4 � TEhiPORARk AND R741L-- TALL 2 f F OSINC f h ` JUR C Of f/ DEUNEA N OtII f r rf ;f f f, j f f � 1 1 t y? rl � T f Q EO 1 � ' 1, NOTE- ALL WORK W THE RIGHT OF WAY REQUIRES APPROVAL )=OR AN ENCROACHMENT PERMIT FROM THE SPORTA77ON DEPARIUBVE. SEA ENGINEER SHEET $V14" ON CONC. NORTH OF VAN 1400 FT WEST OF ■ / /fftl 20 80 160 U(iK 1 JUU T J SCALE- 1" = 40' WDID .8 33C369951 CO I V SI DEPARTMENT OF BUILDIN & sAFErr ROUGH GRADING PLAN. I SHEET ?A OF N TRACT N o. 30238 LOTS 1 - 10 INTERIM GRADING APPROVED 20 — neaa. I DATE PREPARED FOR. ° WOODCREST PARMERSHIP CHECKED BY : C— HORIZ. SCALE :AS NOTED VERT. SCALE : NIA U: \ProWacts \Waadcrast Pat #narship \7765\Cngin**dng`Rvugh GraAat7R JOZM\7765 GR&VZAdwg a 9 41 t Of s e a CONSTRUCTION NOTES & QUANTITIES QUANTITIES ARE FOR GOADING PURPOSES ONLY CONTRACTOR TD SID PROJECT BASED ON HIS OWN 'TAKE - OFF" t INSTALL TEMPORARY CONSTRUCTION ACCESS ROAD AND CHANNEL — l REVETMENT PER DETAIL SHEET 4 1 &INSTALL BASIN OUTLET PER DETENTION BASIN DETAIL SHEET 5 INSTALL 6" PVC OR EQUAL YARD DRAIN AT A MINIMUM SLOPE OF 0.n \j r � & INSTALL 12" X 12" PVC INLET DRAIN D55 - INSTALL PRIVATE DRAIN THROUGH CURB PER RIVERSIDE COUNTY STANDARD NO. 310 �- &- INSTALL 5'X5' RIP RAP PAD WJTH NO. 2 SACKING >1 7 INSTALL CONCRETE V- DITCH PER DETAIL SHEEP 4 f ?^ &CONSTRUCT ,RE7NNINC WALL PER SEPARATE PERMIT &CONSTRUCT 2' DRAINAGE OPENING IN WALL PER DETAIL SHEET 4 (OVERFLOW) 70 CONSTRUCT WATER QUALITY BIORETENTTON FACILITY PER DETAIL SHEET 4 I t CONSTRUCT EXTENDED DETENTTQN BASIN PER DETAIL SHEET 4 Y I PLANT MIXTURE PER i RCFC &WCD RIORFTENTION PL4NTINO REQUIREMENTS NOS GRATED INLET AND WATCH PER DETAIL 1A, �? " MULCH LAYER , PEA GRAVEL C`14OK1140 LAYER R -0cie > ' ��' ` y� /`.� \�• ��f�y \�� � ��k�� �L�.��� q M It ,� ; � PVC CIUTLET �r f 6" PERFORATED `, \ V�. Ay,/� ,�i, \a�/ ✓_ Atisyl \., ft �AV � \.it \ti iAi._i�� 1C.,- t PVC UNDET ?DRAIN CR4VEL LAYER l \ P>LAMr MIXTURE PER '\ RCFC&WCD 510RE7EN77ON PLANTING REQUIREMENTS \, ! + 1 l ift j Jf, /ti�Y \ } r �1` ENGINEERED MULCH LAYER ,-E f MEDIA �r \ y. 1 1 SOIL 3 PEA 0 ; CHOKING A \. 6 PERFORATED PVC UNDERDRAIN GRAVEL LAYER ID BIORETENTION FACILITY DETAIL \ ` NTS P OP. sum Q1 0.5 a \ SUMP C� \ TR4CT 221 o f HE RELOD AS SHOWN k 0 40 120 \ \ 20 80 160 — NOTE .ALL WORK IN 7149. RICHr Or WAY REQUIRES ROM THE SO T NSPORTA ON OEPA ENPERMIT ROUGH l/ cn�J TEMM�° �. w 4 Kam .. //1 rsru _nr�.earx f I 3 141,71 (N) �- PE= 1425.0 j '1.4 PROP,; WATER f � F rR L 0 2 SH 4 I J LOE:y - J N.T.S. f 1 i p' r 1420.0 TW4 00 TW 4: J SLOPE 36" Pipe E PN �N Pvc �* 'f E� f �( � 6870 Airport Tel.(951) se€ Lww 00 t a l - q� .� \,.. p 1� Cdr l f �k cch "V8I4" ON CONC. NORT14 OF VAN 1400 FT WESr OF 0 - , SEAL - ENGINEER 0 CONSTRUCTION NOTES & OUANTITIES OUAN7MES ARE FOR BONDING PURPOSES ONLY CONTRACTOR 70 BID PROJECT 84SED ON HIS OWN O TAKE -OFF" INSTALL TEMPORARY CONSTRUC770N ACCESS ROAD AND CHANNEL REVETMENT PER DETAIL SHEET 4 2D— INSTALL BASIN OUTLET PER OET:9MON BASIN DETAIL SHEET 5' &INSTALL 6a PVC OR EQUAL YARD DRAIN AT A mINIMUM SLOPE OF a5z &INSTALL 12 X 12" PVC INLET DRAIN INSTALL PRIVATE DR41M 7HROUGH CURB PER RIVERSIDE COUNTY STANDARD NO. 310 &INSTALL 5X5' RIP RAP PAD WITH NO. 2 BACKING INSTALL CONCRETE V— DITCH PER DETAIL SHEET, 4 &CONSTRUCT RETAINING WALL PER SEPARATE PERMIT 9&CONSMUCT 2' DRAINAGE OPENING IN WALL PER DETAIL: SHEET 4 10 CONSTRUCJ' WATER QUALITY INFILmrION TRENCH PER DETAIL SHEET 4 91 CONSTRUCT EXTENDED DETEN77ON BASIN PER XTAIL SHEET 4 0 40 — 120 20 80 160 NOTE. L. ALL WORK IN THE RIGHT OF WAY REQUIRES APPROVAL ) OR AN ENGROACHMENT PERMIT FROM THE TI7ANSPORTA77ON DFP4R7MFN7: RO UGH r TR N o. y TEMPORARY CONSTRUCTION ACCESS GRADING FOR REFERENCE • hSt .� e a V814 " ON CONC. NORTH OF VAN 1400 FT WEST OF SEE LEFT JDL E 20.8' RGF_G &W.C.D JDL 1 ' CLEAR OF ACCESS ROAD GRADING LIMITS PROP. 100YR LOT 72 W47ER SURFACE PE 1427 6' BLOCK WALL ti - ^ (FUEL MOO.) PROP. SWALE FINISHED GROUND 4 1 * -�M[N. PER SHEET 4 — 1 A — — — — — — _ — — _ \ Z 7' 114 TON RLP —RAP r;r' OVER 1.25' 94CXW NO 2 + yyO � ��� , {{( pp�� � ' i >METHOD 6 P 2 as ,lf fi r \ / \' 1 �1 ,\ l < \ / GROUND \ RSP FABRIC X t 1. \� /�i� ,If \�f F��Z�. ! _ , 1f \ \�f� �t� \�i /�'\•� \�f`� �� L� f` , 15.62' TEMPORARY 7 3 :' R G F.C&W.C.D ACCESS ROAD q ^TEMPORARY ,` - CONSMUC77ON GRADING UMIS NOTE. BECAUSE FLOW IS SPORADIC AND MAY EXPERIENCE PARALLEL AND IMPINGING FLOW, IT IS RECOMMENDED TO USE 114 TON RIP -RAP OVER BACKING NO 2 TO BE CONSERVATIVE: 114 TON RIP -RAP THICKNESS OF 2.7' BACKING NO 2 THICKNESS OF 1.25' TOE EMBEDMENT OF 6' (SCOUR DEPTH) METHOD B PLACEMENT IS ACCEPTABLE USE TYPE A RSP FABRIC CHANNEL REVETMENT DETAIL TEMPORARY CONSTRUCTIO SCALE: 1 =4O' ��i�BaK NOTE, ONCE REVCWrN 4: poo IS CONSTRUCTED'a �Ifos SCtI4 t3AItLR ty aps sfisait not 6e CAS'y c {tY l` Pt t oi, a rt�b`ut - n, �Ppp¢rr°m?tfe aas�s�f tide the S °ntt of the PT ,5- k89 g£Y fl� � {8i15 rt+d THIS SHEET FOR REFERENCE ONLY - SEE R. C. F. C. STORM DRAIN PLANS. IP 130004 CONSTRUCTION OF REVETMENT SHALL OCCUR AFTER COOPERATION AGREEMENT ENT HAS BEEN EXECUTED. B'GR 130015 WDID 8 330369951 COUN VERSIDE ROUGH GRADING PLAINS -- - ,DEPARTMENT OF BUILDING & SAFETY TRACT NO. 30 ,APPROVED 20_ TEM PORARY CONSTRUCTION ACCESS ROAD nt c nsiows arria. DATE ev. PREPARED FOR. WGUDCREST PARTNERSHJP - N: DmcN® sY : MAW eY ; CH €OMD sr : C— - HORIZ. SCALE : AS NOTED VE"T SCALE N/A SHEET:. 5 OF - 7 U: ProjeelsEWoadcresf Porhrershrp \77&S�EbgineeringtRaugh Grade \7R 3623877 &5 GRGDS.dwg �; SEAL — ENGINEER 0 TRACT v ACCESS ROAAO LOT 10 PC= 1433 JOL CLEAR Or TO HE CUT GROUND GJWE TO F� < f l EP1T j ` EXISTING NAI7JRAL F.L THALWEG SECTION A -A sciLe P--40 $ X ®cox DRAINAGE SEMENT— P unDTH PROR SW FENCE DT14 F.L. PER PLAN LOT 12 LOT 21 P,r 1427 = x427.5 iGROU/ / fF fi`� 3' WIDE t/ j V DITCH . SECTION B -B SCALE. 1 =40' PROP. SWALE LOT 1W F.L. PER PLAN pt= 144Z P \ \. , 12 X —LOT Dtb#INAGE y� , PROP. EASEMENT 1 f r \ � \ r'�J�'`i IENCE (YPIIV(SPN_ 20P. SWA[E _ 1x MIN. J4 , 6 PIPE ,\ GROUND PER PLAN LOT 13 / j \/' PE = 1432 f \ WDE 1/ —DITCH �vvty �/ 1`\' BENCHr / v�'�1vSfv�'yf` e Atvrfty, /;:/ � '. ,�i SECTI ON C -C SCALE: ] " =40' 12' X- - -LOT DRAINAGE —WE c4sEwNT SWA PROP LOT 8 LOT T I�47ZtRAL SEi GROUND E =1435 PE = 1435 3 /i,V DITCH% T, %fi ✓��1� \� \'�, :�.BE'�CH� of s tiff SECTION O —C SCALE 1" --40' 34' R,CF;C: LOT it DRAIN PE= N29 EASEMENT LOT '12 /\ i <,, / , \ �\ ti \., ' BENCH Pf =1427 t/ i v/ / R i r WALL PROP. WOUP AND )NC RUNOFF RASIN STORM ORNN % l ' / //f SEC 4 TFIICK CONCRETE TION € —E SCALE. 1 ° -40' NOTE ALL WORK IN THE RIGHT OF WAY REQUNES APPROVAL ANDfOR AN ENCROACHMENT PERMIT FROM THE TRANSPORTATION DEPARTMENT qp i 3' OR LESS TO HE VERTICAL CU VIA LOS CABALLEROS COUNTY OF RIVERSIDE STD. 105 C (MODIFIED FOR NO SIDEWALK PER C.O.A.) {COUNTY TRANSPORTATION MAINTAINED STREET} N.T.:S. R = 11, T.I. =5.5 PAR WIDT � RlW TRACT 30' 30238 PRC COUNTY OF RIVERSIDE STD. 105 C ( MODInED FOR NO SIDEWALK PER C:OA) (COUNTY TRANSPORTATION MAINTAINED STREET) N. T. S. R = 11, T. I. =5. cout OP �t4 R) vERS+v= ()VA st jollGeCAA,wsmedtol #these Puns hall notate - geans of AN rt NEXT BENCH TO BE CUT } i to vi5iflns oft est %untficerp " an: AS FILL PLACEMEN CON77NUES r s of plans n he kep 7 r ZONE OF UNStITABLE MATERIAL TO BE REMOVED a r COMPACTED r r RLL / cat EXIST, GROUND " VARIES LIMITS OF REMOVAL KEYING AND ;BENCHING DET IP 1.30004 N.7S% QQrR 130015 WDID 8 33CJ69951 COUN F R ROUGH GRADING PLANS DEPARTMENT OF BUILDING & SAFETY ---- RA C T No. 32,38 APPROVED 20 DETAIL SH EET Renswas I APPP oaf Ely; PREPARED FOR.' WOODCREST PARINERSHIP o N DRAWN BY : CHECKED BY: C — HORIZ. SCALE AS NOTED VERT. SCALE : NIA SHEET � OF 7 ; U.` \Prcjec& \Waodcrest ParMarship \7763 \Engineering \Routh Grade \7R 3023& \7755 GRG(d6dwg .0 /w P /w SEAL -- ENGINEER 0 EROSION CONTROL PLAN POtVERO n Y 1 s' I I 1 I 7 l T f = 1 s t 'y rz f , 6879 Air) TeT:(s57) (ftw me somwo OIL n !m Ali i, f , 100 —pD EROSION CONTROL NOTES 1.. A STANDBY CREW FOR EMERCD CY WORK SHALL BE AVAILABLE AT ALL 7WES DURING THE PAW SEASON. NECESSARY MATEXALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVEIYIF T LOCATIONS TO FACILITATF RAPID CONSTRUCTION OF TEMPMW DEVICES OR TO REPAIR ANY DAUAGED EROSION CONTROL Mi45URES WHEN tWN IS IMMINENT. 2 DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE Cllr INSPECTOR. 3 ALL REMOVABLE PR07FCM'E DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING LAAY, WHEN THE fW— DAY :RAIN PROBABILITY FORECAST EXCEEDS; 40 PERCENT. r � 4. AFTER A RAINSTORM ALL SKT AND DEBRIS SfMU BE REMOVED FROM CHECK ( BEAMS AND DESILlING BASINS ANY GRADED SLOPE SURFACE PROIECUON I MEASURES a4bKOED DURING A RAWS'WU SHALL ALSO BE IMMEDIATELY RLPNIM 5, FILL SLOPES AT TtIE TRACT PE771METER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY 6 - OWING PERMITS WILL NOT BE ISSUED WITHOUT AN APPROVED EROSION CONTROL PLAN EROSION CONTROL SHALL BE NPLET:4ENTED DURING THE RNNY S949CW (OCTOM I MOM MAY 311 / 7 PROTECT ALL NEWLY—INSTALLED STORM DRAINAGE STRUCTURES FROM SE NMENT ✓ % CLOGYJNC BY PROVl1T1NO INLET PR07EC77ON FOR CURB [JPEA7NGS + 8. AVOID PAYING DURING WET WFATHER S 9. STORE M47L0TIAtS AWAY FROM DRNNAGE COURSES TO PREVENT S70RM WATER RUN—ON 10 MAINTAIN PAWNC COLIPMENT PLACE DRIP PANS OR ABSORBENT A14rERMS !� UNDER PAVING EQUIPMENT WHEN NOT IN USE. 1 11: CLEAN UP SPILLS WRH ABSORBENT M47ERMS RATHER THAN BURYING. 1 12: DO NOT ALLOW SAhZ7 OR GRAVEL PLACED OVER NEW ASPMLT TO WASH; INTO STORM OWNS BY .SWEEPING I3; OLD ASPHALT MUST BE DISPUSED OF PROPERLY. :COLLECT AND REMOVE ALL BROKEN ASPHALT FROM THE SITE \� 14; KEEP WORK SIT CLEAN AND ORDERLY. REiI/OVE :DEBRIS IN A 17ME7.Y FASHION 15. PROPERLY STORE PAINTS AND SOLVENTS. 1 16 MARK STORM D"N WELL TO,MINIM12E lMDVERTENr DISPOSAL OF RESIDUAL PAINTS AND OTHER LIQUIDS I7 ' ALLOW MATERIAL DELIVERY AND STORACE`ONLY IN DESIGNATED AREAS AND g ATMWPT TO AVOID TRANSPORT NEAR DRAINAGE PATHS OR WA7!AWAY1 1 f 18. MINIMIZE THE USE OF HAZARDOUS MATERIALS ON —SITE 19 GLEAN UP LEAKS AND SPILLS IMMEDIATELY tti Jim /�y` (I 20 MAKE EVERY ATTEMPT TO USE W ER 770HT DUMPSMO FOR TRASH AND -_ CONSTRUCTION WASTE. s 1 21. COLLECT SITE' TRASH LIAILY, ESPECIALLY DURING RAINY AND WNNOY CONDMONS: -7 -- m <� - -- - 22. ARRANGE FOR REG(ILAR WASTE COLLEGWN BEFORE CONTAINERS OVERFLOW > — 23 DO NOT .ALLOW BRUSHES OR PAINT CONTAINERS TO BE CLEANED OUT IN THE _. -- DIRT, STREET, GUTIE'R OR STORM DRNN, 24. STORE DRY AND WET AMTERMLS FROM CONCRETE PLACEUENT UNDER MFR, AWAY FROM DRAINAGE AREAS ` 25. PERFORM WASHOUT OF CONCRETE TRUCKS OFF SITE OR IN DESIGNATED ;AREAS 1 i ONLY WASHOUT AREAS SMALL BE AWAY FROM STORM DRAINS, OPEN DITCHES OR STREE75 26, TEMPORARY S4NffARr FACILRTES 5H LL BE A NTAWED IN GOOD WORKINC — ORDER BY A LICENSED SOWE. r .7 27. CONT TOR SHALL HE RESPONSIBLE FOR UPD47M THIS PCsW 7MROUCHOUT TRACT MA, ( THE CONSM077ON P14WC AND INDICAnNG ANY & AU REWSIONS /UPDAW ON THIS PLAN. 78 07'000ESIOEf 2d$ NO OBSIRUC77ON DR DLSTUR dCE" OF NATURAL DRAIN 4GE COURSES OR 14 EXISTING STORM DRAIN INLETS SIA4LL OCCUR DURING THE IWNNNG i SFA.SON, UNLESS ADEOU417E TEMPORARYIXI MANENT DRAINAGE_ FACILMES HAVE BEEN APPROVED AND WrXL:TO CARRY SURFACE WATER 10 THE T f ED NEAREST' PRACTICAL SMFFT STORM DWN OR NATURAL WATER COURSE 23. THE DEVELOPER SHALL CONDUCT HIS OP&7APTONS IN SUCH A MWND? THAT STORM RUNOFF WILL BE CONTAINED WfftWN 714E PROJECT OR 1 CHOINNEIED INTO 7HE STORM DRAIN SYSTEM WHICH SERVES THE RUNOFF f AREA STORM RUNOFF FROM OW AREA SHALL NOT BE ALLOWED TO DIRT 70 ,ANOTNER RUNOFF AREA 30, CONFORMANCE WIN 7HE REOUIREMENIS OF THIS PLAN SHALL- Hd NO s j WAY RELIEVE THE DEVELOPER FROM HIS nES'PON.518 NUDES TO THIS SITE y\ 1 AND ADJACENT PROPERTIES TEMPORARY D?OSION :CONTROL 5 AU CONSIST ``•, l OF BUT NOT BE LIMITED 70, CONSTRUCTING SUCH FACILITIES AND TAKING SUCH MEASURES AS ARE NECESSARY TO PREVENT CONTROL AND ABATE WATER, MUD AND EROSION LAAMAAGE TO PUBLIC AND PRNATE PROPERTY AS A RESULT OF W CONSTRUCTION OF THIS PROJECT - -`— 31. C1,54RING AND GRUOING SHOULD DE LIMITED 70 ARMS TWIT WILL L REC.EIVF IMMEDIATE GRADING EROSION CONTROL MEASURES WILL BE REQUIRED TO PROTECT AREAS WHICH HAVE BEEN CLEARED AND QRU880 PRIOR TO GRADING OPFRA770N, AND WHICH ARE SUBJECT TO RUNOFF DURING THE PERIOD FROM OF THE RNNY SEASON THESE MEASURES MAY INCLUDE BUT SHALL NOT BE LIMDFD 70 CRNTETf :DITCHES,- BRUSH RIERS AND SILT FENCES CARE SHALL BE EXERCISED TO PRESERVE VEGETATION BEYOND LIMITS OF GRAD/A0. T v — OWNER / APPLICANT ` __ _--- - - -. -- -- PONDEROSA LANE ESTATES, LLD 7 ! Rt —A— 10621 CIVIC CENTER DRIVE RANCHO 041G.01 , CA 91730 r� V] TEL: 909 -481 -1150 I s c ,v; H4lJR GQN ALfT 300 FVMVtJTWaA LANE ESTATES, LLC PHIL SURUM 10#21 CIVIC CENMR DRIVE RANCHO CUCAMONGA, CA 91730 TEL: 909- 481 -1150 LEGEND = GRAVELBAG BARRIER PER w w w w SILT FENCE DETAIL HEREON = STABILIZE CONSTRUCTION 's HYDROSEE ©ED AREA ENTERANCE w1cRAVEL lP 130004 e a BGR 130015 WDID 8 330 69951 SCALE 1" — 100' W14" vN CONC. COUNTY OF RIVERSIDE ROUGH GRADING PLANS NOM O A OF' APPROVED OF BUILDING & SAFETY T ACT No. 30238 AIyPlzavEOo� EROSION CONMOL MARK rsEV ons APPR. DATE av: PREPARED FOR; WWDCWr PARrNEAWW DESIGNED 13Y bRAWN BY CHECKED BY : C — HORQ. SCALE :. AS NOTED vE RT. SCALE N/A SHE'El' ® OF` 7 px..... U: \Projects \Woodcre PorMerMip\ 7765 \En9ineer7ng \Rough Grade \TR 3023$ \7765 GRGO7— EGdw40 I _i VIF KRAMER14 AVE. rz f , 6879 Air) TeT:(s57) (ftw me somwo OIL n !m Ali i, f , 100 —pD EROSION CONTROL NOTES 1.. A STANDBY CREW FOR EMERCD CY WORK SHALL BE AVAILABLE AT ALL 7WES DURING THE PAW SEASON. NECESSARY MATEXALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVEIYIF T LOCATIONS TO FACILITATF RAPID CONSTRUCTION OF TEMPMW DEVICES OR TO REPAIR ANY DAUAGED EROSION CONTROL Mi45URES WHEN tWN IS IMMINENT. 2 DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE Cllr INSPECTOR. 3 ALL REMOVABLE PR07FCM'E DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING LAAY, WHEN THE fW— DAY :RAIN PROBABILITY FORECAST EXCEEDS; 40 PERCENT. r � 4. AFTER A RAINSTORM ALL SKT AND DEBRIS SfMU BE REMOVED FROM CHECK ( BEAMS AND DESILlING BASINS ANY GRADED SLOPE SURFACE PROIECUON I MEASURES a4bKOED DURING A RAWS'WU SHALL ALSO BE IMMEDIATELY RLPNIM 5, FILL SLOPES AT TtIE TRACT PE771METER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY 6 - OWING PERMITS WILL NOT BE ISSUED WITHOUT AN APPROVED EROSION CONTROL PLAN EROSION CONTROL SHALL BE NPLET:4ENTED DURING THE RNNY S949CW (OCTOM I MOM MAY 311 / 7 PROTECT ALL NEWLY—INSTALLED STORM DRAINAGE STRUCTURES FROM SE NMENT ✓ % CLOGYJNC BY PROVl1T1NO INLET PR07EC77ON FOR CURB [JPEA7NGS + 8. AVOID PAYING DURING WET WFATHER S 9. STORE M47L0TIAtS AWAY FROM DRNNAGE COURSES TO PREVENT S70RM WATER RUN—ON 10 MAINTAIN PAWNC COLIPMENT PLACE DRIP PANS OR ABSORBENT A14rERMS !� UNDER PAVING EQUIPMENT WHEN NOT IN USE. 1 11: CLEAN UP SPILLS WRH ABSORBENT M47ERMS RATHER THAN BURYING. 1 12: DO NOT ALLOW SAhZ7 OR GRAVEL PLACED OVER NEW ASPMLT TO WASH; INTO STORM OWNS BY .SWEEPING I3; OLD ASPHALT MUST BE DISPUSED OF PROPERLY. :COLLECT AND REMOVE ALL BROKEN ASPHALT FROM THE SITE \� 14; KEEP WORK SIT CLEAN AND ORDERLY. REiI/OVE :DEBRIS IN A 17ME7.Y FASHION 15. PROPERLY STORE PAINTS AND SOLVENTS. 1 16 MARK STORM D"N WELL TO,MINIM12E lMDVERTENr DISPOSAL OF RESIDUAL PAINTS AND OTHER LIQUIDS I7 ' ALLOW MATERIAL DELIVERY AND STORACE`ONLY IN DESIGNATED AREAS AND g ATMWPT TO AVOID TRANSPORT NEAR DRAINAGE PATHS OR WA7!AWAY1 1 f 18. MINIMIZE THE USE OF HAZARDOUS MATERIALS ON —SITE 19 GLEAN UP LEAKS AND SPILLS IMMEDIATELY tti Jim /�y` (I 20 MAKE EVERY ATTEMPT TO USE W ER 770HT DUMPSMO FOR TRASH AND -_ CONSTRUCTION WASTE. s 1 21. COLLECT SITE' TRASH LIAILY, ESPECIALLY DURING RAINY AND WNNOY CONDMONS: -7 -- m <� - -- - 22. ARRANGE FOR REG(ILAR WASTE COLLEGWN BEFORE CONTAINERS OVERFLOW > — 23 DO NOT .ALLOW BRUSHES OR PAINT CONTAINERS TO BE CLEANED OUT IN THE _. -- DIRT, STREET, GUTIE'R OR STORM DRNN, 24. STORE DRY AND WET AMTERMLS FROM CONCRETE PLACEUENT UNDER MFR, AWAY FROM DRAINAGE AREAS ` 25. PERFORM WASHOUT OF CONCRETE TRUCKS OFF SITE OR IN DESIGNATED ;AREAS 1 i ONLY WASHOUT AREAS SMALL BE AWAY FROM STORM DRAINS, OPEN DITCHES OR STREE75 26, TEMPORARY S4NffARr FACILRTES 5H LL BE A NTAWED IN GOOD WORKINC — ORDER BY A LICENSED SOWE. r .7 27. CONT TOR SHALL HE RESPONSIBLE FOR UPD47M THIS PCsW 7MROUCHOUT TRACT MA, ( THE CONSM077ON P14WC AND INDICAnNG ANY & AU REWSIONS /UPDAW ON THIS PLAN. 78 07'000ESIOEf 2d$ NO OBSIRUC77ON DR DLSTUR dCE" OF NATURAL DRAIN 4GE COURSES OR 14 EXISTING STORM DRAIN INLETS SIA4LL OCCUR DURING THE IWNNNG i SFA.SON, UNLESS ADEOU417E TEMPORARYIXI MANENT DRAINAGE_ FACILMES HAVE BEEN APPROVED AND WrXL:TO CARRY SURFACE WATER 10 THE T f ED NEAREST' PRACTICAL SMFFT STORM DWN OR NATURAL WATER COURSE 23. THE DEVELOPER SHALL CONDUCT HIS OP&7APTONS IN SUCH A MWND? THAT STORM RUNOFF WILL BE CONTAINED WfftWN 714E PROJECT OR 1 CHOINNEIED INTO 7HE STORM DRAIN SYSTEM WHICH SERVES THE RUNOFF f AREA STORM RUNOFF FROM OW AREA SHALL NOT BE ALLOWED TO DIRT 70 ,ANOTNER RUNOFF AREA 30, CONFORMANCE WIN 7HE REOUIREMENIS OF THIS PLAN SHALL- Hd NO s j WAY RELIEVE THE DEVELOPER FROM HIS nES'PON.518 NUDES TO THIS SITE y\ 1 AND ADJACENT PROPERTIES TEMPORARY D?OSION :CONTROL 5 AU CONSIST ``•, l OF BUT NOT BE LIMITED 70, CONSTRUCTING SUCH FACILITIES AND TAKING SUCH MEASURES AS ARE NECESSARY TO PREVENT CONTROL AND ABATE WATER, MUD AND EROSION LAAMAAGE TO PUBLIC AND PRNATE PROPERTY AS A RESULT OF W CONSTRUCTION OF THIS PROJECT - -`— 31. C1,54RING AND GRUOING SHOULD DE LIMITED 70 ARMS TWIT WILL L REC.EIVF IMMEDIATE GRADING EROSION CONTROL MEASURES WILL BE REQUIRED TO PROTECT AREAS WHICH HAVE BEEN CLEARED AND QRU880 PRIOR TO GRADING OPFRA770N, AND WHICH ARE SUBJECT TO RUNOFF DURING THE PERIOD FROM OF THE RNNY SEASON THESE MEASURES MAY INCLUDE BUT SHALL NOT BE LIMDFD 70 CRNTETf :DITCHES,- BRUSH RIERS AND SILT FENCES CARE SHALL BE EXERCISED TO PRESERVE VEGETATION BEYOND LIMITS OF GRAD/A0. T v — OWNER / APPLICANT ` __ _--- - - -. -- -- PONDEROSA LANE ESTATES, LLD 7 ! Rt —A— 10621 CIVIC CENTER DRIVE RANCHO 041G.01 , CA 91730 r� V] TEL: 909 -481 -1150 I s c ,v; H4lJR GQN ALfT 300 FVMVtJTWaA LANE ESTATES, LLC PHIL SURUM 10#21 CIVIC CENMR DRIVE RANCHO CUCAMONGA, CA 91730 TEL: 909- 481 -1150 LEGEND = GRAVELBAG BARRIER PER w w w w SILT FENCE DETAIL HEREON = STABILIZE CONSTRUCTION 's HYDROSEE ©ED AREA ENTERANCE w1cRAVEL lP 130004 e a BGR 130015 WDID 8 330 69951 SCALE 1" — 100' W14" vN CONC. COUNTY OF RIVERSIDE ROUGH GRADING PLANS NOM O A OF' APPROVED OF BUILDING & SAFETY T ACT No. 30238 AIyPlzavEOo� EROSION CONMOL MARK rsEV ons APPR. DATE av: PREPARED FOR; WWDCWr PARrNEAWW DESIGNED 13Y bRAWN BY CHECKED BY : C — HORQ. SCALE :. AS NOTED vE RT. SCALE N/A SHE'El' ® OF` 7 px..... U: \Projects \Woodcre PorMerMip\ 7765 \En9ineer7ng \Rough Grade \TR 3023$ \7765 GRGO7— EGdw40 I _i VIF