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HomeMy WebLinkAbout31920-7 PGP Production BY&MEW S HOME CHAPTER 1 SF - ` ADM MOTES CITY OF LAKE ELSINORE A�2Y NLL BE CGWf IN ACCORDANCE IWIH THE CITY OF LAKE ELSINORE MUNICIPAL CODE; 572 AND 1. CONTRACTOR AGREES TINT HE SIMILE ASSUME SIDE AND COMPLETE/. ALL APP(M.I�E STAAWRDS MID SPECIFICATIONS AND THE LATEST 0M NI a<THE UNIFORM BUILDING COOS(USC), CHAPTER 37 Wa DAW SA'FOW J06L P CONDITIONS AN DLARANG THE COURSE�EMENTRIti7L 2 A POW SHALL BE OBTAINED FROM AE EAWERNG DEPARTMENT,Cm OF LAKE ELSINORE;PRIM TO ANY OPEPAWNS APPLY CD SAFETY A`AN P£IPSA45 AND PR171°fR1Y. THIS R£aYMHOURS SI7W 3. AE LECOPER AND/OR 7W CONTRACTOR SHALL AnnFY ALL UMfTr COWPAN�S AND UNDERGFt7 W SEW ALERT CONTRACTOR CTOR 91 LL D AND,W BE Y,#nl OLD THE M�QKA1C FpYIRS• TFR CONTRACTOR StucL DEFEND INOfMAVIfY,AIVD HOLD TIE OINEYP AND EINGAV£ER (U.SA)AT(1-800-422-4133)FORTY-E7'CHT(48)HOURS PRIOR TO GW#VG ' am HARMLESS FROM ANY AND ALL LABILITY,REAL AP ALLEGED,AV CONNECTION RMY 4. THE CONTRACTOR SH4(L NO WY TIE CITY ENGINEERING DEPARTMENT AT LEAST TIFENTY-FOUR(24)HOURS AV ADVANCE OF LEGEW INE PIERFORANNC£OF*ORK ON THIS PROJECT IXCD37M FOR!14&LCIY ARISING BEGIWMTA;GIAOWMG OPERATIONS. Q -CENTERLINE FROM THE SOLE ACGIACENCE OF THE MR OR ENGINEER 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGMEER. FF -FINISH FLOOR 2. ALL UNDERGROUND U77LMES OR STRUCTURES REPORTED OR FOUND ON PUBUC LANCESTTq� 6. CUT SLOPES SEAL BE NO STEEPER THAN 1 HORIZONTAL 70 1 VERTICAL, UNLESS OTHERWISE APPROVED,AND SHALL BE FS -FINISH SURFACE RECORDS,ARE W"TED MOH THEIR APPROXIMATE LOCATION AND EXTENT TIE nMNi SHOWN ON THE PLAN. FL -FLOW LINE DIMMER,BY ACCEPTING M-SE FLANS OR PROCEEDING WITH IW MA°ROVfMENTS HEMLOCK STREET 7 FIL SLOPES SHALL BE A10 STEEPER THIN 2 HORIZONTAL TO 1 V£RWAL, UNLESS OTFERWSF APPROVED,SHAM BE SHOWN GF -GARAGE FLOOR HEREON,AGREES 70 ASSUME LABNUTY AND HOLD TIE ENONOER HARMLESS FOR T ON PLMN,AND SHALL NOT HIV£LESS THAN 90%RELATIVE COWACTIOW OUT 70 TIE FINISHED SURFACE. P -PAD ELEVATION ANY DAMAGES RESULTING FROM THE DIISJENCE'OF UNDERGROUND UTILITIES OR B. ALLS SHILL BE CO FACTED P ROUGIpUT 70 901 DENSITY AS DETERMINED BY THE MMODOED THREE(3)LAYER AS T.M. PL -PROPERTY UNE STRUCTURES NOT REPORTED OR)N I47ED ON PUBLIC RECORDS OR THOSE c D-1557-70 TEST 1EIFIOD. HP -HIGH POINT CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LWAWNS TIE i 9. FILL AREAS SN4LL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED,AND INSPECTED BY THE GRADING INSPECTOR MH -MANHOLE THNiRACIRM S RSTRUCT TO TAKE DUE D ANY OTHER MEASIA T TO FITE IT � I AND APPROVED SOWS TESTING AGENCY PRIOR TO THE PLACING OF ALL RW -RIGHT-OF-WAY THE L BE OR STRUCTURES SHOWN AND ANY OAER FOUND AT TIE SITE N PI 97E] 10. ALL FILL IA47ERM SHALL BE CLEW EARTH NO FILL SEAL BE PLACED UNIX PREPAR47ION OF GROW IS APPROVED BY TC -TOP OF CURB -� SHALL LIE THE STRUCTURCONTRACTES CO CERNED BEFORSILITYE TO IOTA'TIE OWNERS OF ALL � IlE SOILS ENGINEER -DIRECTION OF FLOW IlnLInES OR STRUCTURES CONCERNED BEFORE STARING MgRK. ® -AIR CONDITIONING PAD OUVE STREET II. FUSHH GRADE SHAl BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN X'PER FOOT FOR A MMWMUM OF 3 THE ENGINEER PREPARIAC THESE PLANS MILL NOT BE RE'SPONSALXE FOR, OR HUJCE P IHREE(3)FEET, TEN 1%(AWNMKAM)TO FLOW LINE OF EARTH SCALE. 6 1 -LOT NUMBER LABLE FOR, UNAunroTV¢ED CHANGES 70 OR USES OF THESE PLANTS ALL 12 AIM1wMIM1 BUILD NG PAD AND DRAIV4GE SMILE SLOPE SFWl BE IX/F CUT OR FILL SLOPE S LESS THAN TEN HFET(10), LOT 'A' -H.OA MAINTAINED CHANGES TO THESE PLANS MUST BE IN*RM G AND MIST BE APPROVED BY THE AND 2x lF CUT OR FILL a GREATER THAN TEN FEET(10). DRAINAGE SWALES SHALL BE A WNW OF 0.5'DEEP AND LANDSCAPED OPEN SPACE PREPARER OF THESE PLANS. WCHTY�P tEM�snWE'r CONSTRUCTED A WAIMI OF TW FEET(2)FROM THE TOP OF CUT OR FILL SLOPES -TENTATIVE TRACT 31920-7 1J. PROVIDE'5'WIDE BY V HIGH BERM OR EOUNALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. A BOUNDARY 4. OLACTORSS SAL B HEREON ARE H'ROR VE FOR[1OMOMC PURPOSES OR T 14. PROVIDE A BROW DITCH,OESIGNED TO HAND ONE HUNDRED(100)YEAR STORM FLOWS ALONG THE TOP OF Cur SLOHPES. -EXISTING S WATER LINE �� CONTRACTORS SHAM BE RESPONSIBLE FOR YERI)1MG ALL oLMAN7/7ES PRIOR r0 -=-EXISTING STORM DRAIN UNE � �CONSMUCTION' 15. NO 06SMW77XN OF ROOOPUINS OR NATURAL WATERCOURSES SHALL BE PERMITTED .�. -EXISTING 8 SEWER UNE �vm ERosm COINTHM MOTES � 16. A SOILS ENGYHOER SHALL BE RETAINED BY THE DEYELO'PQ,, TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT MfICH INCLUDES FOUIWVI ON RIFOLVIfMMENTS(SUBDIVISIONS)AND DRAME CHNRACTERWI S OF THE SOIL ® BACKFNG RE HYD AJ �y Ayy�p V 1. ALL EROSION CONTROL[PLANS SI,8 BE/N ACCORDANCE C£IMIHI CNN GY-TAKE 17. OWAOIMG CERTENG4TTOW BY THE DEVELOPER'S CNX ENGINEER AND A fNC CN PAC77ON REPORT BY A SOLS ENGINEER -EXISTING FIRE T LIGHT SOILS RVONEE"E'S CD4TMATE WA4aaSINO E T PRACTICES TUGS 5Y9, 7M, ST 1237, WTL COIWPMT HI SAE BEST E SHAl BE SUBMITTED TO THE BUILDING AND ENGMEERIVG DEPARDENTS PROM TO ISSUANCE OF BLNLOMNG PERMITS -EXISTING STREET UGNT NANICEYEM PRACTXES(EMWPS),AND STAAILNROS oU1UMED NInaN THE LAKE EMSINDRf 18. AE SOTS DGWIEERIVG^%'$TG4TXN PREPARED BY CONV£RSf CONSULTANTS DATED DEC 5 2013 AND SOR.MgRKMATED THESE GRADING PLANS HAVE BEEN RET'ENED BY THE UNOERSAGhED AAID FOUND TO DESIGN�`'�- 6 OCT 5,2012 ARE A PARK OF THIS GRADING FLAN AND SHALL BE CONSIDERED A PART OF THIS GRADING RAN AND SHALL BE -PROPOSED DRIVEWAY DEPRESSION BE/N CLNFORAANCE THE RIECOVAENAI7XMS AND SPECI C ATONS OUM ED IN 2 THE DEVELOPERP/COV/R,ACT7R IS RESPONSIBLE FOR ANY D ISCHHNGES BY THE SOILS AND CfOI{*17H RECLNNV554NCE REPORT PREPARED FOR THIS IORS RV COMML.AMCf. = 3���OF EMERGENCY,CALL PAW.WARMER(RESPONSIBLE PERSON)AT > 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SFWl SUBMIT CERIIFI4nM OF BUILDING PAD ELEVAT7ON• ---EXISTING PERIMETER WALL �, H DEVELOPMENT (951)712-4406 (24-HOUR PM W NUMBER). WIERE SPECIFIC ELEVATIONS ARE REQUIRED. TIE ELEVATION(M11H RESPECT TO MEAN SEA LEVEL)SHALL BE GPoEN. IF MI _--- PER SEPERATE PLAN AND PERMIT O 4. DEICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED,MOVED,OR M000ED ELEVATION WITH RESPECT TO AaACENT GROUND SURFACE IS REQUIRED, THE ACTCAL DISTANCE ABOVE THE ADJACENT GROUND SHALL GIVEN. F -EXISTING PILASTER ' I� ' 1: (SAXM4TUHE) ( TE) NANOUR INN APPROVAL OF NNE lAADWOR Of' 706 WCRKS GYP,IN AN!]IE7MCENCY,BY .% ALL GIVEN.RIY CORNERS SFNLL CLEARLY DE1MEAlED IN THE FIELD PRIOR TO(XMMIEACEMEM OF MY PER SEPERATE PLAN AND PERMIT 6 THE PERSON RE5PON�B(E FOR CRAONG A°ERIIKMS OF O0 ALL -PROPOSED - m�TNn 5. AREAS TAT AR£CLEARED AMID OWED SHALL LE LMNTED TO ONLY iFE POYPTXW 21. STAK17Y C.U.CWAT ONS WITH A SAFETY FACTOR O"AT LEAST 1.5 SHALL BE SI�ITTED BY A SOILS ENGINEER TO THE �`�°"'-PROPOSED TUBULAR STEEL FENCE _ - '� i�� THE A SITE TENT IS NEOESSNPY FOR CON51R OF D THE CONSTRUCTIONIAREAS SITE SH41 BE 1 PER SEPERATE PLAN AND PERMIT Mk`I � (SO,YNIIURE) (DATE) MANAGED r0 MANMMZE THE IXA7SIARE TIME LC OSAN7fE0 SDI.AREAS T,NnLMCH MPHllS7HIG I BINDING AND ENOMEfRNG DEPARTMENTS FOR CUT AND FILL SLOPES OVER THMTY FEET(30)IN WRTCAL HEIGHT -PROPOSED 6' RETURN WALL T."A,-r L. c T T ', AND SCHEDULING OF GARAG AND THE USE OF TEMPORARY AND PERMANENT SOIL 22 A FlNLL CODA WN REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT(i). PER SEPERATE PUN AND PERMIT r '_f '. STAEONC ` -.,. t T' ;� 6. ONCE A57UPLED, GRADED SLOES IXCEEDMIG A 3.•1 RA1)U AND/GYP TEN(10)fEET 23. E STEEP SLOPNG TER W OCCURS LION WNICH FILL IS TO BE PLACED, IT MUST BE CLEARED,KEYED AND BEACHED -. .. -PROPOSED 6'VINYL PRIVACY FENCE • - AN4LL BE STABILIZED E TFOY WML NOT BE 00 FIRM NATURAL SOIL FOR FALL SUPPORT. PREPAR47ION SEAL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR 70 PER SEPERATE PLAN AND PERMIT - N HEIGHT 0E POPARY OR ) PLACEMENT OF FILL,WIERAL.. SLOPES GREATER THAN 5:1 ARE REOURED TO BE KEYED AND BENCHED. � -PROPOSED PVC GATE $j -� A WORKED M1THN ZWN(7)DAYS DABI�IHE STORY SEISOI.ALL SLOPES SHALL BE 24. ME SONS ILL MAT R SHOULD ASPECT AE CONSTRUJCTIGN IN THE FOLLOIYIHG STAGES PER SEPERATE PLAN AND PERMIT •a``- _� I M ,4 •_ 40 STABE/ZEO TMENIY--FOUR(24)HOURS POW 70 A PREDICTED STORM ET•EM. A UPON COMPLETION OF CLEARING AND DIMING EXCAVA7RJN AND BEFORE 84CARLL OF ALLUVIAL• COLLUVAL AND TERRACED �Y _` S �, aSTEMCOW WCE SAES SHUN W RE-V£GYS OF AS EARLY AS fEASABlE AFTER SOIL AREAS AND ANY SUBSTRUCTURES _ Z FILL AND T VE SEVEN O DAYS U T DRAW A1. B. DURNG ALL ROUGH MOM AND OPERATIONS MCLWXNG PRE-COMPACTION,BENCHING AND RWAC OPERATIONS. 7. FILL SLOPES AT AE TRACT EACH NER MUST lM,IN AWAY FROM AE TJP�flE C DIMING INSTALLATION OF BUTTRESS AND CNYDN SUB-DRAINS AND FILTER AATERAL GJ S1A°f AT THE CANOYUSIOW O�EACH Wtl AISLE DAY. D. MIEN ANY UNUSUAL GRADING CONOITlONS ARE ENCOUNTERED DURING CAV5IRIL'TOW. _ 8 THE CONTRACT?SFNLL EE UNTO AREAS AM HAVE RISIGNS POSTED D )NE SIZE T1 25. EROSION AN CONTROL.' ALL GRADED SLOPES SHALL O PLANTED DURING ROSFA TOE PLANT OR?'OTHER APPROVED MT1. ..' WARN AGVMSr PUBLIC TRESPASS INTO AREAS MFOAE WATER E ODS APPR GROUNOCOVER,AT TWELVE INCHES(11)ON CENTER. SLOPES OVER FIfTEEN FEET(15J AV VERTAX HEW,,IN ADDITION r0 ram- } '` t, - - 9. DUST SHALL BE CONTROLLED LRI'WA/EIPING OR OTHER METHODS APPROVED BY THE GROUNDCOY£R,9 i4U.B£PANTED WTH APPROVED TREES SHRU/8S, OR COURMTON THEREOF SHRUBS SHALT.BE PLANTED - - CITY ENGINEER &E AT TEN FEET(10)ON CENTER'TREES AT TWENTY FEET(20)ON CEMER,•COW N WAS FIFTEEN FEET(15)ON CENTER. _ 10.PLACEMENT SHALL BE O`L DEVICES TO REDUCE EROSION D494GE W7W 0 A FOR TH GU THE T E SHALL ENT BE SLOPES OVER AHREE FEET(3)IN MUM HELM SFWl HAVE PERMNEN7/RBG4WN SYSTEMS WIN 94CKFLOW PRIEVEMMON gA,• � � 11.DESIGDESILNED FOR FA(]!/IET AT ALL 5))YEAR INLETS FOR THE GRADED SITE SHILL BE DEHCE'S PER U.B.C. ' BE DETAILED FOR A IMENLANSE(ESI YEAR,SIX CI Haug STORM MTTENSIIY. THEY MUST 28 APPROVED PROTECTIVE YL;tsNREs AND TEMPORARY DRAINAGE PRDNSIDN/S MIST LTE USED 70 PROTECT AO/0'I/MG _ L _ SUBMITTED MITAI.ED ON NNE'PLANS. DESKav AAID SPECIFIC RECOMMEAgITtlNs SIN([BE PROPERTIES MAW THE&WM PROJECT S � F`�. • _4 �� � SUBMTTED FOR AE FOVOLUME: 27. APPROVED EROSION PREVENTVE DEHCCES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE • �' A) THED7G BASIN ALL WA EASED ON GRADIENT MID NATURE ON SOILS HV PLACE AT TIE END OF EACH DAYS WORK. � -�,` c , '�-: BJ THE EXIENT(7F Al f7NDE0 AREAS AND IDENAfM.A7/ON A�ANY 7ElICNARY SOIL W 28 ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION S447Y ORDERS s � �C��z OF DEMO'�84SW OUTLET PIPE AND OVERFLOW: i 29. THE LOCATION AND M07ECWN OF ALL UTLl7/ES S THE RESPONSIBILITY OF THE PERMIITEE _ 3o. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOBS//E AT ALL TIMES - O) CT REOLIMEME/NIS sHal1'AINMIWMI IMLI. M101H,SLOPE OF WALLS PERCENT E 31. SWARY FACXME'S SHILL BE MAINIANNED ON AE SITE FROM 8£GI M 70 COMAPLE w OF GRADING OPERATION. " �� LY)DUTION,ETC. J2. ALL SLOPES SHILL BE PLANTED AID MRWWN FACALMES SHALL BE PROVIDED FOR ALL SLOPES MV EXCESS OF THREE �'� .�.., E)OUTS WTH THE DD TFE DESLANG W, WN SHILL NOT E DES ED 70 REAP i Iu � �`� LIMITATIONS M17H THE L]7.EPTKJW OF OVERfLLMY, MMCHI 5 10�DESO,i1ED 70 PROVIDE I FEET(3)VERTICAL HEIGHT WTHW✓NIFTY(90)DAYS AFTER COMPLETION OF ROLIGHH GRADING AND SHALL BE IN ACCORDANCE .. CAPACITY OF 1.5 TIES THE NOWN DESIGN FLOW. WITH CITY OF LAKE ELSINORE GRADING OPlWN WE NO 882 PRIOR 70 THE APPROVAL OF EMAIL ASPECTION. i s 12.NECESSARY ANTERALS SHALL BE'AVAILABLE ON-SITE AND AT CONVENE?LOC1TIM 37 ANY CONTRACTOR PERFORMI G WORK ON THIS PROJECT SHAl FAWLMZ£THEMSELVES WTH THE SITE AND W SOLELY `( TO FACILJTAIE RAPID CONSIRIACIKHN A�IEIPORARY DEICES AP 10 REPMP ANY DIY4OED RESPONSIBLE fOR MY DAMAGE 70 EXIS M FACILITIES RESULTING DIRECTLY OR MRECTY fROM REP OPERATIONS WNENE R _ .(I. p EROSION CONTROL MEASURES MIEN A 50S OR GREATER CHANCE OF RAIN W V&A OR NOT SUCH FACV77ES ARE SHOWN ON THESE PLANS - � M4P /// FORTY-EK,YHr(48) MDUR PERIOD IS FORECAST MR LAKE EISMAORE BY TIE AITOMNOL 34. THE DESIGN ENGNEER SHALL PROVIDE A AIAIIYUAI OF ONE(I)&LIE TOP PER fMNSHED PAD,PRIOR TO ROUGH GRAPE Ap P OCEANIC AND AIMOSPFIERNC AGENCY(AGM). ALL REMOVAL PROTECTIVIF APPROVAL O 28 0VARIES m 1E3Rosm CONTROL DEVICES SHOWN SHALL BE IN PLACE AT TIE END OF EACH NEIAWIMG L, s INDICATES SHEET NO. LLo m o 35. ARPROXMME DATE OF \ DAY NHfN THE FIIE(5)DAY RAM PROBABILITY FORECAST EXLEEDS fI7Y(50)PEACEINr. eELMaaNG OPEIATDI/ 7/1/2014 4ACE It COMPLETION 71112016 J 'MIN PL 5-MIN FROM CHECK L:EIM/S OVS77E ROIL DIAIINS AND POTS [MANS AND PIPES OF I M 36. AID ROCK OR OTHER MREDUCRE IA47DML WIN N A MA MN N OMOINS/ON GREATER THAN THREE INCHES 09 IVX/.BE 3'MIN 2 2- 3,INN ADNCENT PROPERTIES AND DESTLIMG 845MS AND 7W 84SINS PUMPED DRY. ANY PLACED IV FILLS WIANN RDIDCED AREAS OR THREE FEET(3)Of fIWSHI GRADES UNLESS TIE COCAITON AN7ERAlS AND 2 W z TYP GRADED SLOPE BWPS DW4GED DURNG A RAINSTORM SHALL ALSO BE MMEDAIIELY DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER o 15 DISHAR0 GINGFAIL O C PROVIDE EFFECTS ANMTIEH4NCf ANY RESULT MV PENALTIES 37 AE D0*_ER MUST SET GRADE STAKES FOR ALL OA#"DEVICES AND OBTAIN MSPECTON BEFORE APPROVAL. T I I 16 DISCHARGING L1P CESS POINTSPITED SOILS VIA SURFACE EROSION C PROHMB'N 38. GW,/DIAG FLANS WILL NOT BE APPROVED UNTO ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT Z MU N VARIES l6. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED M1/H A CQMBMIIOW OF ROCK 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREWNT7OW ELIA#MWN SYSTEM(NPOES)PERMIT TO REGULATE MUNICIPAL FF 5 - PER PLAN AND SINKER FORMELATES YEAR-ROIAVD D PREVENT TRACK-(APT. IS O STREET SVACUU G �N' I M SHILL 6E PERFORMED ON ALL PAVED STREETS MfiIERf TRACKMG S OBSERVID. VACIN.V AND AMTRNL SfORMWATER IMSCFNRCE5. - 5� yq{�ES AWOES WW BTTC.T69003 DATE FERNY 65UED:2,12412014 3 PER PLAN z IN SWEEPERS SHWA BE USED WHEN STREET SMEEPMG BECOMES MEFFEC71l£. 40. DRAN"EASEMENTS MILL BE KEPT CLEAR OF ALL OBSTRUCTIONLS. NO BUILDINGS OR WALLS SNAIL BE PLACED 11MW _ FE 1. HP EASMW LIMITS TEMPORARY IPROVEUDO ARE SUBJECT 70 REMOVAL AT OWNERS EXPENSE. CONCRETE BLOCK WALL TO z P BE HP L�pTA HP BUILT PER SEPARATE 14 3 BUILDING PERMO TT-nme RmR sW CQNSTRUCTIIO�N MOTES EARTMWOW Qi/ANTITES SECTION 'A-A rM OFOn LESS z +" -"-a /1PDIES / STOf�IN WATER PALLNt/T1gN NOTESis I 7,500 CY CUT 7,500 CY FILL IG-?Nrs �/�IE" HP 'A s •A• TF�Ft>aR 1, THE DEVELOPER AND 16 CONTRACTOR ARE RESPONSIBLE FOR,M RfMEMATpN AND 1 CONSTRUCT EXiTA DEPTH FOOTING PER DETAIL SHT.1 4692 LF MI MNMOEHA/NLE OF THE SNPPP-APPROVED,PRE-OCAUCIED BMPS FROM THE GU`OMN Q2 MvsTAu 4'AIDS ASIAI-D 27s1 SDw-35 DRAW PIPE 9,343 LFAREA OiF DLSTU�BAMCCE _ TICABLE 77C VARIES PIMA S•.r� ygRl�g srOR1INNTER nMALJTr ASSOOY1710N(GIS1D1)HAMIaBDOWjWEBS/TE FOR CQ151RIACTA7N ID RETAIN SS VAPoES P PER PUN EEROSIONN MCLLA THOSE SHOW �� Z MSfALL 6'SOUARE GRATE AIDS OR APPROVED EQUAL 449 EANCRETE BLOCK WALL TO 1 OO /05 462,35330 S.F. 10.27 AC BE BUILT PER SEPARATELi: O4 GAIT GIVE BLOCK OPEIWAG FOR DRNN4(:f 77 £A �Z BUILDN4G PERMIT - 10'MIN z j HP HP AS WELL AS ANY AWMONV.EROSION CONTROL MEASURES(EG.,HMPOSEEANG,O LaNc OF E O5 RETAIAMG MALL PER S(PARAIE PERMIT 15 LFED J IN STRAW, GRIVTo A%;MC,DIVERSION 07CHfs, INTRO U 614STION O ETC,DICTMUO, OR BY FOND I N TOP OF BERM - 1>:MIN>10'FROM HOUSE ! W IF NO WALL 2 115E0 _ 8 2%MIN<1O'FROM HOUSE 1x MIN>10'FROM HOUSE O'ONDITIYNS TO PREVENT EROSION AAID/OR IFE MJiRO0UCA0N OM'GIRT,AN/D, OR DIEBR/5 NTO i1 0 50 100 OURAG ANY ROSE O� 200 400 27V �� �'L� 2x IAIN<10'FROM HOUSEDA /�ONTO AaWiWT PROPERTIES ___________ _________________ NI. N A. a 51 MIN. FG FG H i HP G FIG 2 STORM WATER POLLUTION PREWNWN PLAN(SMPPP)SHALL BE KEPT ON-SIfE MID NAME I Y. 1 INOP�q�NAL j WALL 20x G ua\ : -� - AVAIRABrE UPON RfOUEST D`A REPRfSENTATNE OP THE MRE(7ON4L N611ER OU4L/TY LYM w MA SECTION 'B-B" T`�; BOARD(WQCB)-SWU A RE"AND/OR TE CITY OF LAKE£LSIN RE.�MN'WFAW YYM WA Mle TYMAL LOT QRANAQE DETAIL NTS NME.SEE LMQAPE ARMCT PLM FOR WAX L,'EOMETRI M LOWN/Slff OF STEPS -PP-4 a: - PREPARED U SUPERVISION OP SCALE GNAT NNI1 n.. VI I 1 OF LAKE RBRT1G 9S � RROFESS/0, 1 =100' . Y011EE �� O ENT..aNINNNN CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES J EeeML Y vGN...HNNT Ye SHEET 1 H��o�o Ify��" R�ANO.52496TMEXP. 12-31-14 DATE: V Nuersa� rf`�4MGr GY'Y.IA�i rM�I1M� 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11870 PIERCE ST. SUITE 250 AS riAlA EL Z H'18 - W No.052496= m 6/24/14 L A N N E N E E N O T N E E N E E U N V E Y o N TRACT Na 3�7 OF REDLANDS, CA. 92373 REDLANDS, CA. 92373 RIVERSIDE, CA 92505 ADDED SHEET 13A pRH KE GBAOE loT 1,Vo1D 9 s d E p. 12-31-14 � THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WTH THE PH; (909)796-0544 PH; (909)796-0544 PH: (951) 710-1900 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND ARIL: LOM 5-x FIIE No MNtK DESCRIPTION Rr APPR. ATE *`Y> CIVIL �* THE STATE LAWS,AND PERMIT CAN BE ISSUED. ILVERSIDE BENCHMARX NO.BM E-3-70.EIF/.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF'1" . I NIIERSECIION OF CORYDDN STREET AMID MISSION TRH. 27'EAST OF THE CENIERTNNE OF MISSION TRAIL FAX: (951) 688-8681 DESIGNED BY: DRAWN BY: Alf D CALIF tA/� 7�I 2e 1 BASS OF E OF CE PALTER E.AW RCE 45448 qTY ENGINEER DATE DOnSR C 1 STREET,BEND N52'Sz•46w.IlE7MEE111 MONUMENTS J AND 4.I#Nlq THE CEIITEfC1NE pf CHECKED BY: PROJECT MANAGER: - L\62128\PG\PG-01.dEq 6/24/14' I �W Z. 69 13 PROPOSED TUBULAR STEEL FENCE PER SEPERATE PLAN AND PERMIT - - 79.76' 50.5r 120.3 51.04' 1269.0 - 52.38' c-6-, 1%MIN _ FL-HP�9L MIN � � z_ o <C o FG �� - 1 �i� N 1269.0 TG 3 °� 3 12ss.0 TG N 1 70.1 ,268.001 •�g 1268.60INV 1 ��••// 1%MIN FL-HP 6 N F1 N N 1268.5 12 o a9 = ae I - 1%MIN 1%MIN4 FL-HP _1%MIN 1 b Q -� - 5.I 1269.8TG N 1 1268.2 7G 1 a2 °0 Q 5.00' I 1268.871 3 M\N 1268.2TG I`' --a----_-_- I I� 1266.421NV 3 5.73' 1269.3 -f' fi1G 3 I z 8 1267.451NV 21 I 2 i �!I HP 1 I \Z 1fi9 126T•6 51 0 2_--- __�_� N j 0.0' 0.7 ae i I� -----_---- 3 12�.8TG 22.78' I - ___-- ® 1 ED ED 1 g I 1 1288.921NV I EXISTING PERIMETER WALL ' \ +, f I 1 f269.5 12158.5 8.13 I 1 1269.3 1 I I PER SEPARATE PLAN AND PERMIT 0 g'' \ 1 I HP HP I 1 o HP O 1 1 1266. HP 8 6. ® i 1 HPIle 2 11 0.0' I I 5 0 If ED 2 a 0.7 3 1269.0 TG 1 2 0.0' 1270.1 1 EO \ I I"+ ED 1268.45INV `' I ED HP 1 5 _ 1269.0 7G •/ /'�Q � ^N �I B w 1 �� 3 1268.2 7G 1267.85 I 3 / l i!C 14 I Ep �Q G V 0.r ,267.301 2 LJ 5 1g \ Eo 1G F�126* ,�; IZ 1269.8 TG JA 268.2 TG FF=1269.67 1 i N FF=1270.47 2 1 1266.72 G 3 FF=1271.27 3 1268.77 NV ti 6 F 126 ' P=1269.8 I N 1a) 3 1� 1266.271NV 3 P=1269.0 I �I '1 2 P=1270.E ,z7o.9a o 3985 r/ 1�1 1L IN ------------ 2 1 �1 1269.3 1269.3 I ~ a"R . 2 11 i^ HP HP 4 12.60 ae 1 2 1270.1 I I 2 I I p N 1 j HP 1270.0 I I :I Ip CD , 1� \8 126T9 ,��'�/ ' - `� 1271.5 Lgp , ------------ HP ----- N L� i 2 �c4 ?6'i \� NP--'' HP j 1269.34 1268.5 1�. ------------ - - - / 1•Q lc 4•R HP 2 1269.0 TG 6.0 1 1268..2 3 1268.301NV(�)d ro 000, �y , x7 GF=1269.0 -- a i N 127o.14 , 1 2 N 1 1,i 39.50' ti �� �` � 0.2' 1268.2 �1 14 4'R I 2 1269-6 ^I 12674 I Si p0' ED FL1a6 N 1 1166.7 1269.3 I I FLAB a�ei 1 68•4 I FL GB 1 ' 1 d ° \ 2 1268.1 7G 3 v 9.82' j FL-GB 1 5 GF=1270.E 0{1 \� GF' 0 126z1oINv i 0.5, GF=1269.8 00' 0.4, lRj [J i �� 04 7' ED E0.7 D 2 ED / �� go 000 5 80 OO EO ^'� ��$ q 1268.1 TG �j 1266.E TG 3 1269.2 7G 1269.5 7G 3 1269.6 TG 1� �•? ( 1G 3 6 3 3 1268.201 _ 1268.SOINV 3 9 3 6 1267.101NV 1267.601NV m o0 1268.BO INV 24 �� \Y 1267' �v c, 27.66' ^Z°� 11Q ��Q/� ��1 _ 11 _ 37.66' g BW 12157.14.05' 1 o BW I A BIN 1 O O �/ c� �' m � � s ors M w3 oc 1.52% W SEWER �- V/ SD I 44� ST. ANDREWS W v 9ti\ l � J2 N 1� 6 �OC6SB SEE SHEET 15 ^�1��l ST. ANDREWS FINISHED WALL GARAGE FLOOR/PAD STEM WALL nNISHCO ELEVATION I COMTRW TIIOM MOTES ('p� PACPER DEPTH f001 2 ELEVATION l`�= �l+ Z ox. 000MSIRUCr IX1R1 MG DETAIL SM.2 Q2 INSTALL<'ABS ASTM-D 2751 SOR-J5 DRAINPIPE DEPTH © IISTALL r samRE GRAZE NOS Im AP APPR06ED EOw (ED) EXTRA PER PUN 2Og $ I }LOW LINE 9 '--► 3• (1T MIN.) © R£TAIWW WALL P£R ARASfP OMff ONE BLOCK OPIEW FTE PERMIT OR AWMGE NORMAL F0071NG DEPTH ;F:: ' ✓ARABLE THICKNESS PCC 4'-MIN , � C < A PERENGINEER $,_ ConditionerR Air G STOOP 10 0 10 20 30 1 ,F SVE YAFV GARAGE STOOPS �EXTRA DIEPTH FOOTAG DIETAL d AR COIAvnIIO►AERR PADS DETAL SCALE. 1"- 10' I , N.T.S. N.I.S REVISIONS: PREPARED UNDER SUPERVISION OF' Sc wonwr VI I 1 Vr L.�11�G GL�R/fG��� 8=8��� ��� 9 fESS10 1•=100, . roue •rye CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES �° o J �� `~°AW" �� � ' 'I EDWARD J.LENTH DATEDATE: 1 •eEIMI.r: vW.�s� PFECM OPADM� SHEET f 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11870 PIERCE ST. SUITE 250 ti a = RCE NO.52496 EXP. 12-31-14 VY11d�Ri1 REDLANDS, CA. 92373 REDLANDS, CA. 92373 RIVERSIDE, CA. 92505 1 No.05249E 6/24/14 PLANNENE ENGINEENE EuNvEvon T ACT NO 3140- OF 2•/4-�8 � Exp. 12-31-14 � THESE PLANS HAVE BEEN REVIEM£D FOR COMPLIANCE WITH THE �ryyy� �R/,Vpgr7 PH; (909)796-0544 PH; (909)796-0544 PH: (951) 710-1900 A6 1a EL * * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RWRSDE MARK DESCRIPTION BY APPR. DATE sr CIVIL �P THE TA LAWS,AND PERMIT CAN BE ISSUED. BFNCHMIPoc No.BM E-3-7D.ELEV.tz7anze. BRAss DISC IN Ca+CREE FDsr 7T NDRTH I)F't' A7� FAX: (951) 688-8681 DESIGNED BY: DRAWN BY: 9lf LY CAL1F 31 BAD OF BEARING: CORYDON C: STREET AND MISSION TRAIL 27•EAST OF THE CENTERLINE OF Ws M TRAIL L078.� FILE N0. I 4 CTIoN CENTERLNE OF CEREAL STREET.BE]NC N5752.46W,BETWEEN MOINMFITS 3 AND 4,BEINC THE CENTERLINE CHECKED BY: PROJECT MANAGER: ALTER E.AWSON RGE "45448 CITY ENGINEER DA INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CITEµ STREET AND CpCIO0T1 STREET. ' 1-.W128\F'G\PG-02.dSg 6/24/14 PROPOSED TUBULAR STEEL FENCE 5D 02' m PER SEPERATE PLAN AND PERMIT 1 ; 50.03' 1%MIN Q49.60' 50.64' 49.08 1%MIN FL-HP 3�71%MIN FL-HP 1%MIN e z z �� T74� 3 1 /� 01266.39 ao 1 �0 4 t- aR ? 1 1270.30 G 3 3 1270.7 TG 7.7 j ' r 141 10 "lam = 11 �f g ,269a-� 2 FL-HP 1%MIN 13 o I� ____ -- ® I Al"I '�- VV II^ ==a====-- 3 -1 �� 1270.4 TG �y��_�� - 3 1269.461 �'I 127.2 -.I I l2 0.01 ------a-_-_ w M S Z I 1 127.9 I de - - -- v 1°I° a aE�z FL-HP 1%MIN 1269.7 ED 21 1%MIN FL-HIP I:NiI 0'S' ® I � � 2 N1 1%MIN I II HP 12HP *1 �1%MIN ED 6. o xl t- 1269.9TG pp'I HP ae'I I f271.0 1271.0 "1270 ---________ I 1269.9TG 2 1270.E TG 3 1270.E 7G I it I --- ' Z 3 1269.121NV I 12 0.0 N j 1269.72 I z 3 5 0' I HP HP h, I 1269.02 I $ae 1269.82INV 2� I EDo �nf �' 1 11 2 5.00 1* 0.2' 1 1270.7 12 0.0' �.I I I I 71 ® ----�__ -- I �jN 0.7 ED 28 __ 0 I If ED 2 I HP 5. ---- 1270.2 1 ED 1270.9 -----a----- I I N 0.2 I 5.60'® I I 1270.2 HP 1' I. HP 1270.9 �1 c��I 0.0' 2 1 HP ae I Z 1269.A TG 1 /� 3 1269.4 TG I I ED 1 2 1270.7 ED ��- 1_ I I"'1 3 I ^ 1268.241NV I lyHP i i ae 1 2 I. �I n o.o' 11g 1268.2s1 FF=1270.87 - ae 1270.7 TO HP j 2 ED 1 1 g I�N 1270.151Nv 3 1270.7 TG M i Z CR ED 1$ ED 2 1 I� 2 P=12 70.2 NII 1 3 II I� O.r to h I.2 2 1 B 2a " FF=1271.87 1270.4 TG z 1-z 2 I - i fa6s.7 II I I I 14 1270.4TG 3 3 12ss.31INv �1 I a 3CR 0.7 I� 120.7 HP 1 I►ae ae 1 ,I FF=1272.17 ae I 12ss.371Nv P=1271.2 I 1 x 3AR o.r N 10 f27 P=1271.5 Ni 127154 Ni FF=1271.37 9rc z HP 1270.E IG FF=1272.07 ED I fA 1271.0 I 1 4'R I I 126887 NV 3 1269.9 TG P=1270.7 3 1268.971NV Z I' I N 2 1�2 12ss.571 3 P=1271.4 3 1270.ETG xl '1I2 HP HP ae; 2 127HP I �2 N I _____-------� I 1269.67IN gl j 1 Ij II j I r------------ 2 I i r------------ of ------------ I 1N II ------- -- 1 Z // 127 11 V.02' ----- N 1270.1 P HP < 1 I I - - NI I HP 1 I 1270.6 1 ! I 2 127�P2 1270.54 I 1:2 1271.74 1 1270.9 I 2 1 I HP-GB I` 1271.04 1 _ _ 1 4'R 2 1 1270.7 TG I I 4-R 2 I 4"R I HP - 1270.05INV 3 I ae I I- 1 1 2ih 1269.1 1269. 1 1271.84 14 I FL-GB FL-GB 4 1 1270.E I 12 I 1 1270.2 I 4 FL GB I$ 0.5' 1 FL-GB I 1 1271.0 4'R I I FL-GB gl GF=1270.7 to GF=1270.2 ED I FL-GB I 12 0.7 5 ❑TG ❑ " GF=1271.4 N I I ;N 4 I } 2 GF=1271.2 , ED o.p oo' p GF=1271.5 9.15' 0 D 0.5' !L ED y 85' 1269.8 TG 1269.0 TG °0 3 1268.001 akl ED 7.18 '1 1270.1 7G 3 1268.801 1268.00 INV 3 i.4 1270.4 TG 1 1270.9 TG 1270.4 TG 3 1269.1 INV 1269.7 TG 3 ❑ oo _ - I 1269.40 INV 3 3 1270 5 7G_ 1269.9 INV 3 3 1269.4 INV 1270.2 TG �4 ael .70 INV - \q 1269.51 o I I ae 3 � 1269.ZO INV o v v, o 'L �- - !y•s a - �ti0� o m 4', 1�10► o - �q- - - - - - - - - - - - - m _ _ _ - - -52.18' Bw 55.03' - - - - - - - - - - - - - - - -53.73' 1 BW � I 52.47 1 48 I s 43 1270. 1 BVV BW 7 BW yy W I yc? L� � If'O O L O 6i.0 �i� O� I 11 11 ■ N s �S 1.527 W ST. ANDREWS SEWER I W SEWER 1.144% �i I I I ❑ �. I I so W wATERm� W 'J I /YA/ ram TER s I I - M° ° --- --- -------------- r - ---- 12 _ - SEE _ � �5 63 62 I I � 270.3 I� n O ' 270.8 270.3 caysMucrM MorEs /CK C OEPH PER DETAIL PRESW(Q RVSTALL 4'ASS ASTM-D 1751 SDR-JS ORAIN PypE 271 .3 © MSTALL 6'--a 4 GRATE NOS 105 OR APPROVED EOUAL 1/I Q RETA W BLOCK R SEPG FOR DRANel4Gf 1Cy_l t�5 REIANWWG WALL PER SEPARITE PERM/T 10 0 10 20 30 SCALES 1"=10' sm�e�lq G�BOLOOBIR BOLA B��# pr�1m �� UNDER su�rtv4s�on OF- �A�: ��..� CRY OF LAKE ELSNOF� I QROfESS/0 1-=100' . YOnEE �,p CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES �° a 3 �� SHEET 9 10391 CORPORATE DRNE 10391 CORPORATE DRNE 11870 PIERCE ST. SUITE 250 ����` 7Fy Fy EDWARD J.LENTH A , EeElu�rz w�e.w� RCE N0.5249E EXP. 12-31-14 DATE: w»ss REDLANDS, CA. 92373 REDLANDS, CA. 92373 RIVERSIDE, CA 92505 No.2-34ss 6/24/14 A N N E n s E N o 1 N E E n s s u n v E r o n T�CT�-31Ko-7 OF PH; (909)796-0544 PH; (909)796-0544 PH: (951) 710-1900 AS���� EL Z- - o"'c Exp. 12-31-14 A THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE Y, * * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND ,I FAX: (951) 688-8681 DESDWTION BY APPR. DALE �q CIVIL \p THE STATE LAWS,AND PE; CAN BE ISSUED. R1�+snE BDCHMNW NO.BM E-3-70.DEV.1279.829. BRASS DISC IN CONCRETE POS1 72'NORTH OF-P L0� /'f FILE N0. DESIGNED BY: DRAMN BY: TFG�'CAL1F 7� Z 1 BA9S CF INTIMSEBE OF CORlDON STREET AND 1NSSION 7AAl. 27'EAST OF THE CENTERLINE OF M5510N 1PAlI.. CHECKED BY: PROJECT MANAGER: WALTER .AWSON RCE 5448 CITY ENGINEER DA BASIS OF of cEREu STREET,aoNc Nszszve-w,BEINEEN EONlM1ENT5 3 AND 4,BENG THE cERTER1v�E s of CE FAL s REET AND sr ND 1:\62128\PG\PG-03.dwg 6/24/14 ql! ! z 96.38' TUBULAR STEEL 72 PROPOSED TUB F 4? /PER SEPERAIE PLAN AND PERFENCEMIT 26.54' C 1272.1 /V N 50.53' FL-HP 1 N 1272.9 \50.6 12_ w 1%MIN FL-HP �1%MIN N 31271.8TG 21� 1%MIN _ FLHP 1%MIN _ �/ > �� 1270.8 7G 1271.23 INV ��' 3 3 1270.8 7G S aelz aEl 2 1272.6 TG 3 3 1272.E TG ;e z 1269.48 IN z o g 1270.20 INV n I `'I , r� 1271.841 g 1271.49INV � vv�� 15 �j� 2 16�f� N o z ____ --- 5. lg "� o \`OF(l ,I =' I 1271.8TG -_-- I 5.00' T \� vn i 3 12HP11 1 I -----a----- 12729® 10.45" r� \\' co N --a------ L h 1270.1 I l 2 5.46' i 0.0' III I I HP 9 HP 1%MIN 1%MIN_ FL-HP 1%MIN 1271.1 0.20" ED 2 1269.8 TG 1269.8 TG I 00 HP ED j I 2 1272.1 �J ig I I 0,0' 3 3 1271.1 2 I I ED I 21.69' 1269.02I z 8 1268.92INV 12 0.0' HP *I HP 2 I ED I N 2 I 2BR '� 5 0" ® 5.65" I I 12 0.2' vl I� I i �rti v --a----- �1 0.2 ' ^ 31272.6TGED III i rn 1270.1 1 I ED o ; FF=1273.27 1271.8 7G I Ox 3l r 1271.331 1 7 ��I HP I. I 4 1271.87G 3 3 ED ?>>'BT \\`'� `� 1 t27o.t 1z7o.8 TG 3 'C 1270.8 TG 11 1270.61 INV P=1272.6 t270.71 INV 2 FF=1274.07 M Z HP I 1269.34 INV 3 iT 2 272.E TG t / Z5 1 0.0' Z I 1270.051NV 21 I 1272.94 I I� 1271.E 1 3 P=1273.4 2 1 / a I ED �I - I H ae 1 ' \ ■ � a'R ae 1 I /�' ?� � �. �� i 0.0' FF=1272.27 , I �N ----------- I ; \' ��� c 2 z z ED Ni �h P=1271.E 1271.1 I I2 I 1272.1 ; 1 N i ' c \ J ��1 v 3B ED IP HP I 1 N 1 112�0 ----- I h j j 00 ��� 9�?y A\\�2�/p / �� \ C) 4if� 0.2 I 1271.1 ale - _ _ 1272 9 1273.74 1272.9 i ���St K�j� 4e ` ED FF=1271.27 1zs9.8 TG u 12 HP I HP HP 2 I I 2 3j ?'> P 7 ? 12ss.8 7G 3 P=1270.6 3 12ss.771 21 ICI I ' Q I 1272E 4�R 22 1 I \ 9 r9''`y� I! 1268.871 1270. NI I ------------- 2 21 I c I g FL-GS h ----------- I -- HP �' j 3 1270.8 TG LL II 1271.E i GF=1273.4 1 nl = 1 1269.901NV h 1 2 FLAB 12726 h g j Q 12 0.7 FL GB 1 1272.0 TG 1270.1 ED ti z 2 ; GF=1272.E I� 2 6. 1 1271.00 l 3 ? lt r TNT moo- _N 1270.94 ? r r HP 2 1271.94 1271.0 �I I I� 1272.5TG 4'R I ti 0.4' w 1272.5 TG ? r $ f_�•1J 1.2 ae .h 4'R ae I 1271.501 3 je 3 1271.51NV 1 1 yiO r �00 'o$ \ 1'Z 1269.8 i I� 1270.5 FL GB NI I ED w I 1271.5 TG I� FL-GB 1I$ FL-GB __ , I�' GF=1271.E 4 13 1270.50 I 5T GF=1270.E o.4' 4 I ED i I lI Q ��.� ° ael 7 ?�� �T, ED ED 5.6 ' 5,pd I ED 5 6 t� ^e 4� o I� fop //�� �>�9s J �`�, 0�� C\\ �o 3 1270.8 TG 1271.4 TG 3 1269.7 TG co 1269.E 7G 1270.4 TG 1269.801NV 1270.401 1268.701NV 3 w 3 1266.601NV a4 a 1269.41NV 3 ae d� ' S2' r56 - - - - �68' 1 o 25 4 7 50.49' 1 7. 1 7. " 34 P. BW BW BW O BW BW n \\ 6���/ � � ��, `^ �? `�j •sue � �� �N7 \ c " SEWER Sr. ANDREWS $1 r i 2.0% D Lu ui v \ N m 21.01 W WATER '� �� �c 1 0 2%MIN 100.E 5' ��W/ rcp r'a�� EC )lcI ��2%MIN a V/ r ca V � 411 1271. a�Z, MOC/MOvC °o F__ \ Cav MWnM MOTES . I o CONSTRUCT D(M DEM fOOBAG PER DETAIL SHT.2 SEE SHEET 5 / 0 INSTALL 4'ABS ASTMhD 2751 SDR-35 DRAIN PIPE © INSTALL 6'SW49f GR17E AIDS/OS OR APPROWD EOU41. 0 OMIT ONE BLOCK OPEAMVG fOR DRVAUGE Y OS REUMWNG WALL PER S£PAR17E PERMIT iyy ro 10 0 SCALE 10 20 30 1"=10' I � ��n SOLE B�� �,ED REVISIONS PREPARED UNDER SUPERVISION OF: SCALE: NELIw r V11 1 `F L.WE �40M Q1lO1 ESS/D� ,'-,OD. . YOEEE �� CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES �° 0 J "•"d•'E' 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11870 PIERCE ST. SUITE 250 �Q a3$` �FyfF� EDWARD J.LENTH DATE DATE. •�NU�T= �••��N �CW PLM� SHEET I RCE N0.5249E EXP. 12-31-14 rAeEtE�aY REDLANDS, CA. 92373 REDLANDS, CA. 92373 RIVERSIDE, CA. 92505 WNo.052496Z m 6/24/14 PLANNERS ENGINEERS SURVEYORS OF AS 8A►(lT `•' THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE ��NO, 7 Ql d Exp. 12-31-14 a PH; (909)796-0544 PH; (909)796-0544 PH: (951) 710-1900 * * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND MARK DSCRIPTION Br ArvR. DATE 0? CIVIL ��' THE STATE LAWS,AND PERMIT CAN BE ISSUED. RNf1W BENCHMARK No.BM E-3-70.E12V.1279.829. BRkSS DISC IN CONCREIE POST 72'NORTH oF'Y LO� � FILE�• FAX: (951) 688-8681 DESIGNED BY: DRAWN BY: 9JP D"CAL\F 7/31 ' BNIIERSEFSI OF BEARIRr coRAON sTREF AND Yss oN TRIO v EAs o<1NE cE RERUNS a MI55011 TwL CENIERINE OF CEREAL STREET.BEING N52.52.48'W BETWEEN MONUMENTS 3 AND 4.BEING THE CENTERLINE CHECKED BY: PROJECT MANAGER: WALTER E. SON RCE 45448 CITY ENGINEER DA CTKIRS OF AND I:\62128\P'G\PC-04Ay 6/24/14 ! 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' Q2 INSTILL 4-ABS ASTM-D 2751 SDR-35 DRAIN PIPE \ i ■ INSTALL 6•SOUARE GRATE NDS/05 OR APPROVED EOLUL \ � Q4 OWT DAL'BLOCK OPENING FOR DRAINAGE D QS RETALAWIG WALL PER SEPARATE PERMB 10 0 10 E 30 1 ��y OF 1""=110''yy���� PREPARED UNDER SUPERVISION OR SCALE: wnw.ri.. \sl l l OF LAKE IaSR�= ��� YOwEE Ss.wp ENONEERp�OWD OWED QµoFESS/pyq 1"=100' �..ar•N PLAN SHEET I �y Q E�E/1�® , EGM YLTZ MY�M7! E/EEt��[i rL.!'Y� CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES �vS`� 3 !F��ti EC,NO J.TENTH DATE DATE: VEYO w w TMC/�e�M ��yy - �p'r yZ�' RCE N0.5249E EXP. 12-31-14 g/24/14 Tye �.VI�a�7 OF 1039E CORPORATE ANTS 10391 CORPORATE DRIVE 11870 PIERCE ST. SUITE 250 No.05249E m �L A N N E n S E N O I N E E n 5 a u n v e r o n DRIVERIVERSIDE, CA. 92505 m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE REDLANOS, CA. 92373 REDLANDS, CA. 92373 P ALt l 2-/ -I d*E:p. 12-31-14 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RrvERsbE �.gy E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE POST IS NORTH OF r FILE�' PH; 909 796-0544 PH: (951) 710-1900 OExppHON BY APPR. DA1E J? CIVIL THE STATE LAWS,AND PERMIT CAN BE ISSUED. INTERSECTION OF CORYDON STREET AND MISSION TRAIL 2T EkST OF THE cENIEBIx�E OF M650N 1RNL PH; (909)796-0544 ( ) MARX 9l 7 BASIS of EOFCBEARING: FAX: (951) 686-8681 DESIGNED BY: DRAWN BY: F O CAL\F � 2 6 1 CASS O HE of C]iFA1 STREET.eEB1c NSzszve w,BEIWEQ7 MONUMENTS 3 AND 4,BEING THE C00BiLME CHECKED BY: PROJECT MANAGER: WALTE AW CE 454 88 CITY ENGINEER DA I W AND 1:\62128\PG\P0-OS.dwg 6/24/ I i Z EXISTING PERIMETER WALL PER SEPARATE PLAN AND PERMIT NONE m NONE NONE m 50.00' 50.00' 0 1267 5A.W. 50.00' 50.00' 27 R _ 28 '\ 2 FL-HP ,%MIN 30 Nl� 0 31 9,MIN 0 `e,1 z 2 1211 TG 3 3 W.0 7G o _ o 1266.00, }Z $ 1266.00INV 21 v o0 1 7.4 ��S FL-HP �N 0 3 1267.1 TIG z 1266.161NV 1 1267.6 I� 1 1 5. c f 2 1 7.6 %MIN_ FL-HP 1%MIN 1%MIN FL HP 1%MIN 1267.3 0. 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ANDREWS = N Lu c N W Lu �G HATER 01� t� �G WATER W ti6�G I 73 74 44 43 268.5 PRESMICK 267.9 268.2 cow r�t�crnory MorEs SEE SHEET 10 1 cawsTRucr Drm aEPnl FDonNc PER DETAIL sNr.2 Q2 WSTALL 4' AS7M-D 2751 SUP-J5 DRAIN PIPE © INSTALL 6' GRATE NDS JOS OR APPROIED EOUk - r Q OMIT ONE a OCK OPENING FOR DR4N4GE © RETAMW#4LL PER SEPAR47E P19W 10 0 10 20 30 i I SCALE: 1'=10' OWNER REVISIONS SS/O SUPERV PREPARED UN ISION OR SCALE: YOIwe cmr of uucE � I Q(aOFE ,� I 1•=100' . r,� CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES .eNULn wr,yi�w�r ��,�P� �Fy Fy EDWARD J.LENTH DATE DATE: � � Q 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11870 PIERCE ST. SUITE 250 H o RCE NO.52496 EXP. 12-31-14 IMw TN.�wA REDLANDS, CA. 92373 REDLANDS, CA. 92373 RIVERSIDE, CA. 92505 v W No.052496= m 6/24/14 L A M N E W• E N O I N E E W E s u W v E r o N TMCT NO.3OW-7 OF 1 A Itx El. -1,-� E■p. 12-31-14 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE PATH THE PH; (908)796-0544 PH; (909)796-0544 PH: (951) 710-1900 * * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND MARK DESCRIPTION BY APPR. DATE CIVIL ,a�P THE STATE LAWS,AND P MIT CAN BE ISSUED. RIVERSIDE BENCH WO(NO.BY E-3-70.EHV.1279.829. BRASS DISC IN CONCRETE POST IS NORTH OF'T- LV/D!✓171 FILE N0. FAX: (951) 688-8681 9lf 17c INTERSECTION OF COR"STREET AND MISSION TRAIL 27'EAST OF THE CENTFAUNE OF MISSION TRAIL O DESIGNED BY: DRAWN BY: OF CAL\F 7� BASS Of BEATING: �- I CHECKED BY: PROJECT MANAGER: W TER E.AWSON RC CITY ENGINEER DA Lq CENTEMUNE OF CEREAL STREET,BONS N52'52.46w,BETWEENMDNIAIENTS 3 AND 4,BEING THE CENTERIM OF CEREAL STREET AND CEREAL STREET AND CORYDON I:\62128\PG\PG-EB:dwg 6/24/14 D EXISTING PERIMETER WALL ? I PER SEPARATE PLAN AND PERMIT �0.00' 50.00' o50�0' 138.54' 13.37' N�� ^ N 1%MIN_ FL-HP 1%MIN 1%MIN _ FL-HP MIN 0 33 �jz ' N � M 1267.E TG 3 3 1267.6 TG ?� 0 fFL-HP 0 11268.2 TG 3 0 3 1268.20�1266.6011266.601NV �1I v 12 1267.201 fz 21%MIN 23�M2 1267.9TG 3 o M34 ------ ---- - 1 N �/ c 32 ------a------ I i 12ss.961 Y�i� f�a1i 'o' Z11.1 _ 1 w Nj� �90 �_. .O- 1267.9111 , 1� _ 1� ' 1%1267.9 HP 5. 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ANDREWS ,00C IS- _ MJN W 70 W 4.2°K 'w YI N � l r� WA7ER ms c> e s> 1 7.7 T c { W _ W I EC + Sr. ANDREWS l CONSnRWMN NOTES SEE SHEET 8 �C i (D c0Ns7Rucr LXTRA DEPTH FoonNc PER DETAIL SHT2 (2) INSTALL 4'ABS AS7M-D 2751 SOR-35 DRAIN PIPE i IJ Z © INSTALL 6•SW4RE GR17E AIDS/DS OR APPROVED EOL14L 3 0 OMIT ONE BLOCK OPENING FOR DRIINAGE RETAM N6LLL PER SEPAR47E PERMR 10 0 10 20 30 l s SCALE: 1"=10' REMSIONS: PREPARED UN SUPERVISION OF: SCALE: weR.rr aff OF LAKE B-8140Ml BK�OIIGEOLoaw sou ectamlo owNm °QROF ESS/p ¢ 1"=1 Do, . YOEtE dRrr 1 CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES 2 ° lE I teeuLrz Nrr�rr4fY ppe/gpC��p�11�1A� W SHEET 7 �� �y 2 EDWARD J.LENTH DA DATE: IMRR�»� PFE(MG GRADI�R7 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11870 PIERCE ST. SUITE 250 RCE NO.52496 EXP. 12-31-14 l No.05249E m 6/24/14 �LANNERE ENGINEER• EU RYEYOR Tp�rll"�VM I NO. , OF �" 1 REDLANDS, CA. 92373 REDLANDS, CA. 92373 RIVERSIDE, CA. 92505 d Exp. 12-31-14 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE AS g11!!T E '14'IS * * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND PH; (909)796-0544 PH; (909)796-0544 PH: (951) 710-1900 MARK DESCRIPTION BY APPR. DATE �? CIVIL \p THE STATE LAWS,AND PERMIT CAN BE ISSUED. uvFASDE BENCHMARK COR N0.STEIM ET AND.ELP/.1 TRAL9. 'EASTBRASS DISC E CENTERLINE POST 72'NORTH of'Y LO� FILE N0. FAX: (951) 68EI-8681 '/lf- F IBASI OF BN DP COITIDOH STREET AND M5510N TRAIL 27'FAST OF THE CEI/TOtUNE 6 MISSKR TRAIL FAX: DESIGNED BY: DRAWN BY: G`'(ql1 7�3 CDa'pl�117E OF CEREAL STREET,BEING N52'52'46W,BETWEEN MONUMENTS 3 AND 4.BEING THE CENIERIJNE 14' CHECKED BY: PROJECT MANAGER: W L E. SON RCE 5448 CITY ENGINEER Will, STREET. 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NOEEE OFE CONVERSE CONSULTANTS CONVERSE CONSULTANTS WPIERCEE HOMES �e�° EDWARD J.LENTHLI DA Q erN« SHEET d 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11870 PIERCE $T. SUITE 250 W3 y= DAZE: EeNUL7 ......+� �.i�1�11.��.71 RICE N0.52496 EXP. 12-31-14 rAE E�-EE-aN PLM REDLANDS, CA. 92373 REDLANDS, CA. 92373 RIVERSIDE, CA. 92505 No.052496 m 6/24/14 �p�Q,31pj�7 w m THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE PATH THE PLANNERS ENGINEERS EURVEYGR OF (4 2- o PH; (909)796-0544 PH; (909)796-0544 PH: (951) 710-1900 PIS 1ST *Exp. 12-31-14* APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND Nuns DESCRIPTION BY Al DATE CIVIL �Q' THE STATE LAWS,AND PERMIT CAN BE ISSUED. MV96W BDCHMNEc NO.IBM E-3-70.DIV.1279.829. BUSS DISC IN CONCRETE POST 72'NORIN OF LO'��� FILE NO. 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INTOMC110N OF CORYDON STREET AND MrMM TPAL 27'EASf OF THE CEMMME OF ME"TRNL I FAX: (951) 688-8681 if F 7 BASIS 01 BEAR NG: DESIGNED BY: DRAWN BY: CAL\ �3[ 20 pF CEREAL 5D2EEI,BEING N5252'4W-W,BETwmI MONDMEtiR 3 iND 4,BEING 7HE CENIERLMiE CHECKED BY: PROJECT MANAGER: WATTER E.AWSON RCE 45W CITY ENGINEER DA OF CE7+FAL AND s NO c➢RrooN STREET. I:\62128\PG\PG-D9.dwg 6/24/14 d L. G 6� GO 0� �L 0a 5� 9y p0 �6ti 61h �h G tik uj �ti69 ,`y6° ,16� 6� 61 61 - 66 6° �`L G ti6�G bE0 6E0 SEWER ST. ANDREWS IF IF SEWER I i G W R G 1 W47ER 11 �� yq� 1.36%_ 9�G hti ti��G 666 r� 0 0 1 1 1 1 GQ 66 '� � '\ � � �G oC, oo�o 1 f 74 f f 1 0 1 7 1 7. RE1 6 y6 I BW BW W BW BW ® B BW BW ti6GG 50.00' 50.00' 50.00' 40.93' Bs 0 / 1269.5 rG i " 1268.9 7G ac i a od -/ oo y�/ 3 1268.5 TG \ 1269.5 TG �T 3 1268.501NV 267.901NV 3 1^ �1 1266.50 INV \ \ \\ G 3 1 3 1268.E TG ^ 12682 TG 3 ❑ ❑^ 1267.4 7G 3 1268.501NV �� 1267.601NV 1 7201NV 1266.401NV �\ 1A 3 o W 5.100' FL GB 5.00 5100' 0.2 5.00' 4' zR 6g. 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YOME err CONVERSE CONSULTANTS CONVERSE CONSULTANTS WPIERCEE HOMES ���� �F(Fy EDWARD J.LENTH DATE 1 �CHULTZ YE"000"0 SHEET 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11870 PIERCE ST. SUITE 250 a'� y " RCE NO.52496 EXP. 12-31-14 DATE' P"�m REDLANDS, CA. 92373 REDLANDS, CA. 92373 RIVERSIDE, CA. 92505 W No.052496= A 6/24/14 PLANNERS A N N E n E ENGINEERS O I N E E n E s u n v E r o n OF IOC SOIL-T fl 'I• -/ � Exp. 12-31-14 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE PATH THE TRACT NO, ' , PH; (909)796-0544 PH; (909)796-0544 PH: (951) 710-1900 * * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND IMCNAM MART DESCRIPTION BY Awls. DATE �} CIVIL �p THE STATE LAWS,AND PERMIT CAN BE ISSUED. RIVERSIDE BENCHMW No.BM E-3-70.DIV.T279-829. BRASS DISC IN CONCRETE POST 72•NORM OF'Y LIM M-74 FlLE N0. - FAX: (951) 688-8681 >jE /31 �O I INTERSECTION OF CORYDON STREET AND MISSION TRAL 2T EASE OF THE CENTERLINE OF MISSION TRAIL 1 V w DESIGNED BY: DRAWN BY: CF` L\F 7 BASIS OF BEARING: 1 cEHTEKNE OF CERFAE STREET,BEIW N5z52'ellf,wrREEH MONUMENTS 3 AND 4,BONG THE COHERIJNE CHECKED BY: PROJECT MANAGER: W TE E.AW CE 45448 CITY ENGINEER DA DF SAL STREET AND STONEMAN STREET ANDCMA STREET AND CORYDO14 STREET. 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E�NM�T= 'r �N SHEEP RCE NO.52496 EXP. 12-31-14 PA*wfwl� REDLANDS, CA 92373 REDLANDS, CA. 92373 RIVERSIDE, CA. 92505 No.05249E 6/24/14 PLANNERS E N O I N E E W O e u n v E r o W TI II�V I �� OF I AS O1LC El. 2-1+18 Exp. 12-31-14 a THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE PATH THE PH; (909)796-0544 PH; (909)796-0544 PH: (951) 710-1900 * * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND MARK DESCRIPTION BY APPR. DATE CIVIL �Q' THE STATE LAWS,A D PERMIT CAN BE ISSUED. RIVERSIDE BENCHIAW NO.BM E-3-70.ELEV.1279.829. BASSS DISC IN CONCRETE POST 72'NORTH OF'r LOT=�M FILE NO. 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VI I 1 OF LAKE GL NOW I�G 11.7V�\� YOIIEE y�� i �D'W �S�� O�� QROFESS/p 1'=100' �rE GEM4 CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES ems° o J 4 <^ b �{ a GRAEM P ��1 SHEET Fy y EDWARD J.LENTH DATE DATE: I�AT�� 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11870 PIERCE ST. SUITE 250 RCE NO.52496 EXP. 12-31-14 �•/� WNo.052496 m 6/24/14 PLANNER• ENOINEEIIE EUNVEY011 IMC NO.. 7 °F REDLANDS, CA. 92373 REDIANDS, CA. 92373 RIVERSIDE, CA. 92505 A.C. o11.� � .t ac Exp. 12-31-14 � THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE * * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND LO� FILE NO PH; 909 796-0544 PH; 909 796-0544 PH: 951 710-1900 RYERS DE eENcwYTa NO.eY E-3-70.ElEV.1279.829. BRASS DISC IN CONCRETE POST 72'NOR aF Y ( ) ( ) FAX:((951)) 688-8681 YARN DESCRIPTION BY APPR. DATE CIVIL P THE STATE LAWS,A PERMIT CAN BE ISSUED. INTUMC71ON OF CORYDON STREET AND YIMON TRNL 27•FAST OF THE CENIERIINE OF MP3"TRAIL DESIGNED BY: DRAWN BY: 9Jf OF CAL\F 2�1 BONE K STREET,BEING N5752'46W,BETWEEN YONUYENIS 3 AND 4,BEING THE CENTERINIE V4 A lt STREET CHECKED BY: PROJECT MANAGER: TER E.AWSON RCE 454a8 CITY ENGINEER DA EnFRstcTIDNS GF awl STREET AND STRELT AND SIRELT COIRDpN I:\62128\PG\PG-12.dWg 6/24/14 SHEET 12 COM77 "W NO SEE SHEET CONSTRUCT EXTRA D"Fwim PER L1 w 9(T.2 (2) INSTALL r ASS ASIM-D 2751 SAP-u~PFE �6JJ. © INSTALL 6'SOLNRE ORATE AIDS 105 OR APPIPOIED EOW ;I + 0 OANT ONE BLOCK OPE/WiMG FOR OWAIH4W � 05 RETAMMVG IMLL PER SEPARA)E PERMIT / / / q\ / 5q. 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SUITE 250 o RCE N0.5249E EXP. 12-31-14 �o� M �No.05249E m 6�24/14 PLANNER* ENGINEERS SURVEYOR TMC1 NO�3p-7 OF REDLANDS, CA. 92373 REDLANDS, CA. 92373 RIVERSIDE, CA. 92505 AS aottf V01b 11i Fl d Exp. 12-31-14 � APPROPRIATE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE PH; (909)796-0544 PH; (909)796-0544 PH: (951) 710-1900 �F * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVURSI a BENC NO BM E-3-To ELEV.1279.M WA%Wk IN CONCRETE POST 72•NORTH OF'r L0M]7� FlLE N0. MARK DESCRIPTION BY APPH. •DATE `rl CIVIL �Q THE STA LAWS, D PERMIT CAN BE ISSUED. IN�CpN OF COproON STRW AND MISSION TRH 27•F/ST OF THE CENIERLW OF ME"TRNL FAX: (951) 688-8681 DESIGNED BY: DRAWN BY: 9Tf CF CAL\F 7� 2t, BASIS of BEARNG. 1u CDM3 NE OF CEREAL STREET,BEND N5752'46'W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTMM CHECKED BY: PROJECT MANAGER: wALTER E.AWSON RC 45448 CITY ENGINEER DA wTERSEGTIDNs of CEREAE AND STREET AND cONrDON STREET. I:\62126\PG\PG-13.dq 6/24/14 I SEE SHEET 12 - cownwneM MO i 76. 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SUITE 250 �Mn,GNNI REDLANDS, CA. 92373 y ti EDwARo J.LE A R D .� o D TE E LANDS, CA. 92373 A aJlLf ti W = m RCE N0.5249E EXP. 12-31-16 DATE. � •e NMLYz N.r.�►z►ME p� �w� p� -u RIVERSIDE, CA. 92505 EL 2-/ '� G No.05249E 6 24 14 MRIFIFOA �1�1� IrLI'1� SHEET VA PH; (909)796-0544 PH; (909)796-0544 PH: (951) 710-1900 © ADDED SHEET 131 PRECISE CRILL LOT 1�/pDS 1/Ef/j EL 2-22-16 t Exp. 12-31-16 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE NTH THE / / �LANNERE ENOINEERS SURVEYOR 11l/wl INS � yam, OF I +FAX: (951) 688-8681 MARK DESCRIPTION BY APPR. pA E * * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/ CI Y AND CNMATK: „r'V IR/ vV�L�> CIVIL \ THE STATE L M AN BE ISSUED. RIVERSIDE BENCHMARK NO.BM E-}-70.ELEV.1279.829. BRASS DISC N CONCRETE POST 72'NORTH OF LQ�$77�g,�p LOT 1 I DESIGNED BY: DRAWN BY: 9lf C FlLE N0. L)<CAL\F INIERSECTgN OF CORiDON STREET AND MISSION TRAIL 27'EAST OF THE CENIETWNE OF MISSION TRAIL CHECKED BY: PROJECT MANAGER: L BASIS OF BEARING: 1� 7 - I NGINEER D TE CENTERLINE OF CEREAL STREET.BEING N5T52'4B'W,BEIYIIDR MONUMENTS}AND 4,BEINC THE CENTERLINE -` y ,p INTERSECTIONS OF cSTTREET AND Sf STREET NID CERFII N/D STREET. L_i` 1:\62126\PG\PG-13j,dwg 3/10/16 COMnWnM AOMS 0 WW7RUCT DM DEPTH FO07MTG PER DETAIL 570.2 O2 MLSTAEL 4'A6S ASW-D 2751 SAP-35 ORW PACE © MISTALL 6'SOLNPE GRATE AIDS(05 OR AWROMED£01NL �p O OMIT OWE BLOCK O°EWAG FOR APAMNGE RUAMW ML PER S£PAR•ITE PERMff I . 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M. �,� CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES ° SHEET 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11870 PIERCE ST. SUITE 250 ���� J 7Fy�Z EDWARD J.496 DATE IA 4 .c..�r: wr«r PR ECM Y- �� CA, W = RCE N0.52496 EXP. 12-31-14 DATE: ( �� PH; (DS, 96 92373 PH; (DS, 96CA. 92373 PH:RIV (9 1) CA. 1905 No.052496 m 6/24/14 /LANNENB ENGINEERS .UNrEToN IIl1'VV I �• 4EfflffL� OF PH; (909)796-0544 PH; 909 796-0544 AS VIIT El ?- -� � Exp. 12-31-14 � THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE YATFi THE V��� , ( ) PH: (951) 710-1900 * * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND FAX: (951) 688-8681 MARK DESCRIPTION er APPR. DATE sry CIVIL \P THE STATE LAWS,AND PERMIT CAN BE ISSUED. RtVERSA[BENCHIA"NO.BM E-3-70.ED.1279.e29. eRAss DISC N CONCRETE POST 72•NDITEI of'Y LO� � FILE DESIGNED BY: DRAWN BY: lf-CF CAL\F 7/ IN1ERSECT&I OF CORYDON STREET AND Mtr"TIWL v AST Of THE CENTEBUNE OF MISS.TRuL BASIS OF B OF CIE CHECKED BY: PROJECT MANAGER: W TER L.AWSON RCE 45448 CITY ENGINEER DA CENrtxENE OF DERFAL STREET.BEING NTONr16w.BETWEEN MONUIEIRS 3 AND 4,aUNc THE cENTERLx�E clwws of STREET AND sraioEw AND STREET AND CaitDI1N srBEEr. 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ANDREWS SEWER SEWER Lc /s I o� Foote � I c+ CYM,,.YY/M NOTES W ` A i N (L CONSTRUCT DrM DLPTH F007ING PER DETAIL SHT.2 �1 ; INSTALL 4'ADS ASTM-D 2751 SDR-35 DRVN PIPE INSTALL 6'SW4RE GRATE AIDS 105 OR APPROWD EOUk O4 OMIT ONE BLOCK OPENING FOR DWMGE RETAMWAG W4LL PER SLPARIIE PENIT 10 0 10 20 30 ' I SCALE: 1'=10' REMSKM PREPARED UNDF $UPERMSION OR ` SCALE: aolrrA.. C I 1 OF LAM 0�� ��� ���� ��� o9ROFESS/0'19,c b �iC711 f' 1'=100' . Mowwe aau CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES ���p\`� d LFy y EDWARD J.LENTH DATE DATE. a •eRu�rz wr.rs� � GPLADM �V s P SHEET 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11870 PIERCE ST. SUITE 250 RCE NO.52496 EXP. 12-31-14 rAww►•E°� 4"No.052496 m 6/24/14 PLANNERS ENGINEER• OURYEYOR Tf'1/\V I NO.u7 OF REDLANDS, CA. 92373 REDLANDS, CA. 92373 RIVERSIDE, CA. 92505 ps 6u,�( • a 14-19 Ezp 12-31_14 l THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PH; (909)796-0544 PH; (909)796-0544 PH: (951) 710-1900 * * APPROPRIATE CONDITONS OF DEVELOPMENT AND/OR CITY AND RIVERW eENCHMAW NO eu E-3-70.ED.1279.829. MASS Drsc IN coNGREE POST72 NORTH oF' L�� M FILE N0. MARK DESCRIPTION BY APPR DATE `1,41 CIVIL �Q THE TATE LAWS,AND PERMIT CAN BE ISSUED. INTERSECTION OF CDR'DON STREET AND MISSION TRAIL 27'FAST OF THE CENTERLINE OF MMON TRAIL I4 I FAX: (951) 688-8681 DESIGNED BY: DRANK BY: f CF CAL\FCC' 7�3 2p BASNs OF BEARING: CENTEitl1NE Di CEREAL STREET,BEdG Nsz52•+b'w.BEIWEf)!N MONUMENTS 3 AND 4,BEING ME CEIR17ttINE CHECKED BY: PROJECT MANAGER: WALTER E.AWSON CE 45448 GTY ENGNEER DATEME16ECT OF CE1SA1 STREET AND STpEM41 AND CEREIL STREET AND COR'!WN STREET. 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SUITE 250 H Q RCE NO.5249E EXP. 12-31-14 �/� No.05249E ,�., 6724J14 ►LANNEIIE ENOINEEIIE EUnvEI'On T ��•3 -7 OF REDLANDS, CA. 92373 REDLANDS, CA, 92373 RIVERSIDE, CA. 92505 Q IL Q, .I � Exp. 12-31-14 � THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE * * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND �M FlLE NO. PH; (909)796-0544 PH; (909)796-0544 PH: (951) 710-1900 dJERSDE BENoF CoR ND.BM E-3-70.ELF/.1279.8 ' BTtk95 DISC IN CONCRETE POST 72'NOR OF Y LaM 45-0 YNM DESCRIPTION BY APPR. DATE CIVIL �Q' THE TATE LAWS,AND PERMIT CAN BE ISSUED. WIER$ECTgN a CORlDON STREET NAI MISSION TRAIL 27'FAST OF THE CENTENIINE OF MISSION TRAIL FAX: (951) 68EI-8681 9lf F 7 BASIS OF BEARING: DR A-DESIGNED BY: D O'CALI /3 1 CENTERLME Q<CERFAI STREET,BEING N5752'18'W,BEIWFD!MONUYENIS 3 NID 4,BE]NG THE CENTERLINE I �I CHECKED BY: PROJECT MANAGER: WALTER E.ALI R 45448 GTY ENGINEER DA cT1GNs I>o STREET N1D 5101E1M11 ANG Nn cGRrooN srI1EEr. I I 1:\62128\PG\PG-18.dwg 6/24/14 STORM WATER POLLUTION PREVENTION PLAN AND STORM WATER MANAGEMENT PUN CEHERM. NOTES: Y003 1993 �JJ1L1111JJ111111JJJ L1111J1LL1111JJ111111J1L1111111L1111JJ1L111111111J1LL1111J1ll1111J1LL1111J 1111 I I IJ1LLE I" °F EMERGENCY, M'�""� AT c9,9193s-9564 ►SECTION c SECMNHANI) ac i + ' 2. AS GRADING PROGRESSES,EROSION CONTROL PROTECTIVE DEVICES MAY BE MI5TALLEO,REMOVED,OR RELOCATED AS SECTION SECTION NEEDED TO MINIMIZE RISK OF SEDIIENT DISCHARGE FROM THE SITE. SITE PERIMETERS SHALL BE PROTECTED WITH SAND EC1 ESC01 BAGS.SILT FENCE OR OTHER ACCEPTABLE BEST MANAGEMENT PRACTICES. DEBRIS AND MUD WILL BE CONTAINED WITHIN PRESERVATION OF EXISTING VEGETATION EC2 ES002 `t 20 21 22 29 24 25 25 a 28 go 30 m 32 39 34 35 "� E SITE,AND MAY NOT BE TRANSPORTED FROM E SITE VA SHEEHFLOW,SHALES,AREA DRAINS,NATURAL DRAINAGE HYDRAULIC MULCH EC3 ECS11 Ii! COURSES OR WIND. ACTIVE STORM DRAIN INLETS AND OUTLETS WILL BE PROTECTED TO PREVENT POTENTIAL POLLUTANTS HYDROgEEgHp EC4 ES 010 FROM DISCHARGING FROM THE SITE. SOIL BINDERS EC5 ESC71 1� A TYPICAL 3. CONSTRUCTION SITE TO BE INSPECTED AT 50%PREDICTION OF RAIN,EVERY 24 HOURS DURING EXTENDED RAIN EVENTS, STRAW MULCH EC6 TECH ee AND WITHIN 24 HOURS AFTER EACH STORM EVENT TO ENSURE THAT ALL BEST MA M*NT PRACTICES AND DEVICES ARE W OD MLK.0 i ITS ECB ESC I�.. . FUNCTIONAL AND TO DETERMINE MAINTENANCE NEEDS. NO POTENTIAL POLLUTANTS SHALL BE ALLOWED TO BE DISCHARGED EARTH DIKES AND DRAINAGE SWALES EC9 ESC30/31 STORM WATER SAMPLING 7 ST. ANDFEWS--► 41 SE-7 ®'� ® -7 f AVAILABLE ONSRE,OR AT AA NEARBY LOCAOFFsrrE OR INTO STORM DRAINS. A TION, INDICATED IN THE SWPPPS PLAN NARRATNE.AND SAMPLING NGENCYKITS,511N.L BE SLOPE D DISSIPATION DEVICES EC1EC11 EESC32/� I . _ ® STREANBANK STABILIZATION EC 72 7G SE-7 37 4. MATERIALS CONTAINING POTENTIAL POLLUTANTS SHALL BE PROTECTED FROM CONTACT WITH STORM WATER. ANY POLYACRYUMIOE EC13 ( i ACCIDENTAL SPILL OF A POTENTIAL POLLCONTAINEDNT SHALL BE CONNED AND CLEANED UP PROMPTLY TO PREVENT DISCHARGE µ FROM THE SITE. TEMPORWY SEDIMENT CONTROIL 67 M 70 T 72 73 71 5. EQUIPMENT MAINTENANCE ACTIVITIES SHALL BE PERFORMED IN THE DESIGNATED AREAS ONSIDE. SILT FENCE SE1 ESC56 so BASIN SE2 ESC55 311 k q 6. WATER TRACKS SHALL BE USED AS NEEDED,AND PER AOMD REQUIREMENTS TO MINIMIZE FUGITIVE DUST. CHECK DAY TRAP SE4 E -7 7. ACTIVE CONSTRUCTION ENTRANCE ROADWAYS WILL BE STABILIZED TO MINIMIZE DIRT AND MUD BEING TRACKED INTO PUBLIC FIBER ROLLS SE6 i WM-1 WM-8 GRAVEL SAG BERM _ STREETS. STREET SWEEPERS,BROOM SWEEPING OR OTHER APPROVED BEST MANAGEMENT PRACTICES SHALL BE USED AS STREET SWEEPING AND VACUUMING SE7 ESC52 F WM-1 4o IL NEEDED TO CLEW UP DIRT WHICH ENTERS PUBLIC STREETS. SANDBAG BAWER SE8 ESC51 WM-9 ® EXISTING PERIMETER WALL 8. STOCKPILES OF DIRT OR SAND WILL NOT BE ALLOWED TO DISCHARGE FROM E SITE,VIA WIND OR EXPOSURE TO STRAW DICE BARRIER SE9 ESC54 STORM DRAIN INLET PROTECTION SE10 lb —_-. STORM WATER. WINO EROSION CONTROL = Q 9. COMPLETED SLOPES OVER 5 FEET HIGH SHALL BE STABILIZED WITH ANY OF THE FOLLOWING:CO-POLYMER,HYDROSEED WIND EROSION CONTROL WEI ESC21 —_ � MATERIAL,JUTE NETTING,EARNIGUW,OR OTHER ACCEPTED BEST MANAGEMENT PRACTICE MEASURES. 10.DESIGNATED CONCRETE WASHOUT STATIONS WILL BE USED ONSIDE FOR ALL CONCRETE WASTE WATER. STABILIZED CONSTRUCTION ENTRANCE OUT TC1 ESC24 it 11.ALL SLOPES SHALL BE TACKIFIED AND MULCHED. IN ADDITION,THE SLOPES SHALL BE TRACK-WALKED TO CREATE ENTRANCE �ROADWAY TC2 ESC23 GROOVES PERPENDICULAR TO THE SLOPE TO ND VEGETATION GROWTH. ENTH/VNCE/OUR-ET THE WASH TC3 ESC24 ® $ S NON-STORM WATER MANAGEMENT $ 9 I \ 12.DURING GRADING,EARTH BERMS OR OTHER SEDIMENT/EROSION CONTROLS AS APPROPRIATE SHALL BE CONSTRUCTED AT WATER CONSERVATION PRACTICES NS1 CAD01 50%PREDICTION OF RAIN TO MINIMIZE RISK OF SEDIMENT DISCHARGE FROM THE SITE. DEWATERING OPERATIONS NS2 CA002 a - / 13.IT 5 DESIRABLE TO LIAR THE POTENTIAL FOR STRANDED STORM WATER WHENEVER POSSIBLE WHERE FEASIBLE, TEMPORARY STREAM CROSSINGPAVING AND GRINDING S NSS44 ESC22 47 �/ EXGVATIONS SHOULD DRAIN BY GRAVITY(WITH SEDIMENT AND EROSION CONTROLS PER E SWPPP)TO AVOO E NEED CLEW WATER DIVERSION NSS FOR DEWATERNNG VA PUMPING. ILLICIT CONNECTION//DISCHARGE .7 Cm R SE-7 J WHEN R BECOMES NECESSARY,STRANDED STORM WATER SHALL BE HANDLED IN E FOLLOWING MANNER: POTABLE WATER I MEATIRRIG CLEANING NS7 CA31 i VEHICLE AND EQUIPMENT CLEANING HISB CA32 // \ \ A) THEPREFERRED METHOD FOR HANDLING OF IMPOUNDED STORM WATER SHALL BE TO PUMP AND DISPOSE OF'I ONSTTE, VEHICLE AND EQUIPMENT FUELING NS9 EITHER IN NATURAL MEALS OF THE SITE,OR USED AS CONSTRUCTION WATER ON GRADED PORTIONS OF THE SITE. VEHICLE AND EQUIPMENT MANTEANCE NS10 o �, ,' BROADCASTING ONTO LANDSCAPING MAY BE M ADEQUATE METHOD OF ONSTTE DISPOSAL.. E GOAL OF ONSIDE DISPOSAL PILE CONCRETE C OPERATIONS NS1 / IS TO HAVE THE STRANDED STORM WATER INFILTRATE TNT AND NOT TO RUN OFF THE SITE(WITH E CONCRETE CURING NS13 ,( \ CONCRETE FINISHING NS15 I UNDERSTANDING THAT MIDR,INCIDENTAL RUNOFF FROM 1�1JL1e5CAPMG MAY OCCUR). DEAOLRION ADJACENT TO WATER NS75 ��� • ® A1' IMPOUNDED STORM WATER MAY BE APPLIED TO THE LAND BY WATER TRUCKS,TEMPORARY IRRIGATION SYSTEMS,OR BY TEMPORARY BATCH PUNTS NS76 UND / CONVEYANCE VIA PIPES TO AN ONSTTE LOCATION;HOWEVER,EROSION MAY NOT BE CAUSED BY E APPLICATION. . B) STRANDED STORM WATER CAN ALSO BE PUMPED INTO TRUCKS FOR PROPER OFFSITE DISPOSAL. THIS METHOD SHOULD BE MATERIAL STORAGE CONTROL MATERIAL DELIVERY AND STORAGE WM7 CA010 / UTILIZED WHERE SIGNIFICANT AMOUNTS OF NON-SEDIMENT POLLUTANTS ARE PRESENT IN THE STRANDED STORM WATER. MATERIAL USE WM2 CA011 / IMPOUNDED STORM WATER MAY BE PUMPED OUT OF IMPOUNDMENT D ALLOWED TO RUN OFFSRE SO LONG AS SUCH STOCKPILE MANAGEMENT WM3 C) THEM 1 • /:' WATER IS FIRST TREATED AS DESCRIBED BELOW. THIS METHOD OF HANDLING STRANDED STORM WATER MAY BE APPROPRIATE SPILL PREVENTION AND CONTROL WM4 CA0 dp 20 eb / IN SITUATIONS WHERE ONSIDE DISPOSAL WOULD NOT BE PRACTICABLE,SUCH AS IF THE GROUND IS TOO SATURATED TO SOLID WASTE MANAGEMENT WMS CA0 I HAZARDOUS WASTE MANAGEMENT WM6 CA021 SE-7 M / ACCEPT AND INFILTRATE ADDROFAL WATER. COHTAMINATON SOIL MANAGEMENT WM7 CA022 _ CONCRETE WASTE MANAGEMENT WMB CA023 FLOATABLE HO PUMPING SES ANSTRD/�ORD STORM WATER UNDER THIS METHOD SKIMMERS),RATHER THAN THE BOTTOM OF E IMPOUNDMENT.SO TFA TAKE PLACE NEAR THE TR E WATERAC DISCHARGED E I.E. LIQ UID WASTE M WASTE Myi�GEyENT WMI CA024 • ti DOES NOT CONTAIN SOLIDS THAT HAVE SETTLED. THE STORM WATER MUST BE PASSED THROUGH AT LEST TWO(AND LIQUID WASTE MANAGEMENT WM10 PREFERABLE MORE)FILTRATION OR SEDIMENTATION BMPS BEFORE BEING DISCHARGED. APPROPRIATE FILTRATION ANDSEDIMENTATION I TION 4 DEVICES SHOULD BE USED IN AS INCLUDE A FlLTER FABRIC*SLT SACK: SANDBAG"TREATMENT TRAIN" METHOD TO BETTER TREAT STORM WATER. THEGETATED SWALES,ETC. 7yp,�. DISCHARGE SHOULD BE OBSERVED TO ENSURE THAT THE CLARITY HAS NOTICEABLY IMPROVED AS COMPARED TO THE INITIAL S ? CONDITION WHEN THE STORM WATER FIRST BECAME IMPOUNDED. • •j t GZI Y / NO STORM WATER SK41 BE DIRECTLY PUMPED TO A SITE DRAINAGE DISCHARGE POINT. 14.E FOLLOWING BEST MANAGEMENT PRACTICES FROM ETHER E 2003 OR THE 2DO9 EDITION OF THE CALIFORNIA BMP HEVER IS THE MOST EFFECTIVE DETAIL) )DF FOR OR CC CONSTRUCTION A�CTMTIIEESES.AADDIITIOAL TON IS AVAILABLE BE IMPLD"TED AS APPLICABLE(WATCWWM.GASOA.ORG REFER TO SIIPPP REPORT FOR BMPS BEING USED FOR THIS PROJECT. Mry IAJ:GTII>� I �j SAMPLING LOCATIONS EC-3—HYDFAxIC MULCH EROSION CONTROL GENERAL NOTES: NOTES TO CONTRACTOR UTTNDE / / EC-4—HYDROSEEDNIC 1 A STAND-BY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING Q7 DUE TO CHANGING FIELD CONDITIONS.CONTRACTOR SHALL DELINEATE LONGITUDE x OF SITE o THE RAINY SEASON(OCTOBER 1 -APRIL 15).NECESSARY MATERIAL SHALL BE ACTUAL LOCATION OF E LISTED NON-EROSION OR SEDIMENT CONTROL BMPS. 11 T78'11 SOx SE-7—STREET SWEEPING AND VACUUMING AVAILABLE ON SITE AND BE STOCKPILED AT CONVENIENT LOCATIONS TO INSURE E RAPID CONSTRUCTION OF EMERGENCY DEVICES.�.L_.S. AVAILABLE 24 02 CONTRACTOR SHALL CONSULT T THE HAN STORM WATER 0QUALITY WNW ® 3338'S9' 11T18'19' SOx SE-8—CONSTRUCT MODIFIED GRAVEL BAG BARRIER(2 BAGS HIGH)—� HOURS/DAY. SHALL BE NOTIFIED AT(o49)939-2564 IN CASE OF EMERGENCY. ASSOCIATION BEST MANAGEMENT PRACTICE HANDBOOKS 2009•WNW.CASW.(IRG. I i 2 EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED OR MODIFIED Q3 REAR MUST BE IHMPLEMENDFD WITHIN 48 HOURS OF ANY PRECIPITATION FORECAST SE-10—CONSTRUCT CATCH BASIN GRAVEL BAGS— ~FACE PAGE AS APPROVE)BY THE INSPECTOR IF THEY INTERFERE WITH GRADING OPERATIONS,OR OF 50%OR GREATER PROBABILITY. C+ P NG OPERATION HAS PROGRESSED TO THE POINT WHERE THEY ARE NO L GE(; (a CONTRACTOR TO CONSULT ALL PERMITTED GRADING PLANS INCORPORATED INTO OR RISK LEVEL 1 MONITORING REQUIREMENTS WE-1—WIND EROSION CONTROL SUMP FLOW-BY LONGER REQUIRED. REFERENCED IN THE SWPPP REPORT TYPE OF MONITORING WHEN DIRECTION OF SURFACE FLOW - 3 EXCEPT AL OTHERWISE APPROVED E THE INSPECTOR.ALL DEVICES SHOWN ON THE rl PLAN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY AND ON WEIXENDS COMPLETED BUILT HOMES AND ff WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 50%. I ., NON-VISIBLE POLLUTANTS:SPILL/BMP WITHIN FIRST TWO HOURS OF DISCHARGE FROM SITE. PAS 4 GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE SITE PERIMETER MUST - FAILURE LASED ON POLLUTANT SOURCE COLLECT SAMPLES OF RUNOFF AFFECTED BY THE SPILLED OR RELEASED HOT A PART DRAIN AWAY FROM THE Top OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. _ ASSESSMENT MATERAL(S)AND RUNOFF THAT IS UNAFFECTED BY THE SPILLED OR RELEASED MATFRAL S. 5 ALL LOOSE SOH.AND REMOVE WINCH MAY CREATE A POTENTIAL HAZARD TO OffPE WM-I—MATERIAL DELIVERY AND STORAGEINSPECTOR. I 1 PROPERLY SHALL BE REMOVED FROM THAT LOCATION AS DIRECTED BY E INSPECC TOR. 'b PARTICLE SIZE WHEN SEDIMENT BASINS ARE USED. IF NEEDED TO JUSTIFY SITE SPECIFIC SEDIMENT RISK USING THE REVISED WM-?—MATERIAL USED 6 ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEICES WITHIN 24 HOURS MIER EACHUNIVERSAL SOIL LOSS EQUATION(RUSLE). WM-4—SPILL PREVENTION AND CONTROL-SEE SWPPP PL 3 OTHER RWQCB OR TOTAL MAXIMUM DAILY LOADS(TMDLS)MAY REQUIRE OTHER 7 A GUARD SHALLXC BE POSTED ET THE SITE WHENEVER E DEPTH OF WATER M ANY Y7H MONITORING. WM-6—HAZARDOUS WASTE MANAGEMENT-SEE SWPPP DRY TO A EXCEEDS TWO FEET. THE STRUCTURE SHALL BE DONNED AFTER PUMPED DRY TO A LOCATION APPROVED BY THE INSPECTOR WITHIN 14 DAYS AFTER EACH NON-STORM WATER INSPECTION QUARTERLY FOR EACH DRAINAGE AREA WM-&—CONTRETE WASTE MANAGEMENT-SEE SWPPP RAINSTORM. QUALIFYING RAIN EVENT: ALL DRAINAGE AREAS,BAPS.AND STORM WATER CONTAINMENTS WITHIN TWO WM-9—SANITARY WASTE MANAGEMENT 8 THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE WITHIN E SS PRE-RAIN INSPECTION BUSINESS DAYS OF EACH QUALIFYING O RAIN EVENT. SITE 6 LEFT TOE DISCRETION OF THE FIELD ENGINEER AND TOE SATISFACTION 5 NS-3—PAVING AND GRINDING OPERATIONS-SEE SWPPP OF E LOCAL PERMITTING AGENCY. ! � A QUALIFYING RAIN EVENT: AL DISCHARGE LOCATIONS WITHIN TWO BUSINESS DAYS AFTER EACH NS-8—VEHICLE AND EQUIPMENT CLEANING-SEE SWPPP 9 DESALTING REINS MAY NOT BE REMOVED OR MADE INOPERABLE BETWEEN BETWEEN IV POST-FAIN INSPECTION QUALIFYING RAIN EVENT. RAINY SEASON WRHDIIT PRIOR APPROVAL OF THE LOCAL PERMITTING AGENCY. I N VISUALLY OBSERVE DISCHARGE OF CONTAINED STORM WATER WHEN NS-9—VEHICLE AND EQUIPMENT FUELING-SEE SWPPP 10 ALL SLOPES BE TACKIFIED AND MULCHED. DI ADDITION,THE SLOPES SHILL DISCHARGED. NS-12—CONCRETE CURING-SEE SWPPP BE'TRACK-WALKEALKE tl'TO CREATE GROOVES PERPENDICULAR TO THE SLOPE AND AID DURING RAIN INSPECTION SEE BMP INSPECTION BELOW. VEGETATION GROWTH. NS-13—CONCRETE FINISHING-SEE SWPPP 80 0 80 160 240 BMP WEEKLY AND EVERY 24 FLOURS DURING EXTENDED STORM EVENTS. 11 ALL TRADED PADS WITHOUT CONSTRUCTION OSEEDI G,STRAW BE MULCH, WITH ANY SAMPLING LOCATION— S© OF E FOLLOWING:HYDRAULIC MULCH.HYDROSEEDIIIG,STRAW MIACH,GEOTEXTILES CONTRACTOR/OSP TO CONSULT APPENDIX N OF THE SWPPP FOR ADDITIONAL CONSTRUCTION SITE MONITORING PROGRAM REQUIREMENTS. k MATS,W MULCH; OR OTHER ACCEPTED BEST MANAGEMENT PRACTICE MEASURES. /��SCALE: LAKE C��A LLy E:: i'-ppH 00�'yy��pp�� p����y/y�c. PREPARED U SUPERVISION OP SCALE: u�elwr VIM M Qc LAKE 8_8110 TIL I 1 840499 1�Ap.' 80L8 OMIINM IBC w1.71V1\J. NCI1.E y..p QAiOFESSYD, 1� lA' 1"=100' allmti,.,aww /���/�p��y� SHEET p E FILM CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES Q��a J cFy�c RDCEANO.52496TMEXP. 12-31-14 DATE DATE: 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11870 PIERCE ST. SUITE 250 W = m 6/24/14 TMCT NO.3OW-7 � No.052496 �LANNEIIS ENOINEEII• •U11VEY011 REDLANDS, CA. 92373 REDLANDS, CA. 92373 RIVERSIDE, CA. 92505 AS pr4N•'� �E - d by 12-31-14 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE /��p * * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RrvERsuE NO BM E-3-70.OB.1279.829. WASS DISC N CONCRETE POST 72'NORTH OF'r LV I V 5-l8 FILE NO. PH; (909)796-0544 PH; (909)796-0544 PH: (951) 710-1900 NIA DESCRPTION BY APPR. DATE J?9T CIVIL P THE STATE LAWS,AN PERMIT CAN BE ISSUED. N ERSEC ON OF CORYDON STREET AND INSSION TRAIL 27'EAST OF THE CENTERLINE OF YSS DN TRAIL OONTF M _ FAX: (951) 688-8681 DESIGNED BY: DRAWN BY: f O F CALIF 7 BASIS OF BEARING:CEREAL y�/I�I fR/L PLAN / BASIS OF OF CFREK STREET,BEING N5T52'A6w,BETWEEN YONIWLIl15 3 AND 4,BEANO THE CENIERLME CHECKED BY: PROJECT MANAGER: W TER E.ARSON E 45448 CITY ENGINEER DA INTERSECTIONS of CEREAL STREET AND STREET srREE'r cORrDON sIREEr. I:\62128\PG\PG-19.d.g 6/24/14 L 1 ' .I 1