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HomeMy WebLinkAboutENG-2019-00161 RGP PLAN NO 19-683-19-697 AS-BUILT ESTUAATE OF GRADING STRUG7URE QUAKTMES Np MCW i1ON-COLWTr of Il1EVE MN QUMfT y mr ELSINORE1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE _' Da CH&PER a N M J _ d01 EA OF LAKE ELSlN(RE ORDINANCES N0. 801 AND 8B2 AND CITY 2 !'aENCN t iCRRAt'l ORAIII PfIF INTAR ON 91AIYT J d4l1 fl APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST ! MRRGEPIOR MW POP DETAIL ON NW J EDITION OF THE U.B.C., APPENDIX 33. 4 it'IIUMGM t tIRR1O'[GRIM/ER 11ETAL ON 0lEE7 d 40 tl 2.A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING A OOMGAEIE Dun to PR lRIlmOON PEA VITAL ON SW t EA DEPARTMENT, CITY OF LAKE ELSINORE. PRIOR TO ANY OPERATION ! W IENM M wf iM11MRI*m mm ON sow d 1 EALI 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTLFY ALL ROUGH GRADING PLAN - ° °� d LF LF UTILITY COMPANIES AND U.SA ALERT(1-800-227-26W) 48 24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN • CONGAED V-DITCH PE'A ORAI ON 91EE'T d 700 HOURS PRIOR TO GRADING. THE FOLLOWING STAGES. N ASf-W FEES DETAIL ON 91RET d !DO 4. THE CONTRACTOR SHALL NOTIFY THE CITY OF ENGINEERING A UPON COMPLETION IION OF CLEARING AND DURING TERRACED AND �O� - 'JN FA BEFORE MPLET IO OF ALLUVIAL, AND VIAL,DEAR AND TERRACED AREAS LNRNY V- M PLR OETAR ON DW d DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING AND ANY SUBSTRUCTURES. 1 !'WS ATIIW NINI"DRITE t GRADING OPERATIONS. RE=IF VW,ItDMG PALS A9 NECE32W 0 fA 5. OUST SHALL BE CONTROLLED BY WATERING OR OTHER B- DURING ALL ROUGH GRADING AND OPERATIONS OPERAINCLUTIONS ANC METHODS APPROVED BY THE CITY ENGINEER. PRE-COMPACTION, BENCHING AND FILLING OPERATIONS. T R A C N O■ 30698 NWAU 1!'or SChM -COO A DR AMID�O ERME C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS _ _ MSTi LL 4' EW 9 IM C OR APID.EFOR M LF 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO AND FlLTER MAJERLII.. _MSIAU.P/ErraEllen AC 9C!>EA 10 IDES NEW.SIRDI66M PSt EETAL ON t tFNI LF I VERTICAL, UNLESS OTHERWISE APPROVED. AND SHALL BE 'm It SHOWN ON THE PUN AESpML NlIEAFEAM6 POAIASN DF�CDMC.M1[W D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED COUNTY OF RIVERSIDE CA 0 LF 7. FILL SLOPES SHALL BE NO STEEPER TH4N 2 HORIZONTAL TO DURING CONSTRUCTION. © SPIT�� PEA LNTAK ON>!R'I t ! 91AIUMWr ATJ1 pE7AM DN 91RIT r r t EA 1 VERTICAL., UNLESS OTHERWISE APPROVED, SHALL BE SHOWN ON PLAN, AND SHALL NOT HAVE LESS THAN MORELATIVE 25. EROSION CONTROL:ALL GRADED SLOPES SHALL 8E PLANTED lrW.NNY PEA Dl7AR ON OW I f t LA COMPACTION OUT TO FINISHED SURFACE WITH ROS£A ICE PUNT AT 12'ON CENTERS OR ANOTHER DISH ACCAN 19D40 I'EA pETa/.ON 91 T!I 1!} Ef APPROVED GROUND COVER. SLOPES OVER 15'IN VERTCCAI. 1007 LF DELnIRI111F FOK'F Alp qiE PEA LAN0.iC1PE RAM6 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY HEOff,, IN ADDITION TO GROUND COVER, SHALL BE PLANTED AS DETERMINED BY THE MODIFIED THREE LAYER A.S.TM. WITH,APPROVED TREES, SHRUBS, OR COMBINATIONS THEREOF SHE" 6 9AIQ7 STRIAE MWIRL P'EA EC►All ON DRET t0 �0 � 0-1557-70 TEST METHOD. SHRUBS SHALL BE PLANTED AT 10'ON CENTERS TREES, 20'ON t�S�Y SOURICE: SHE"A I N MWAL}7R#T SfCIM I&WAIL ON MV 10 AM � 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND CENTER, COMBIMTONS. 15'ON CENTERS' SLOPES OVER 3'IN Flown May 2001 P.Ta fA DEBRIS SCARIFIED, AND INSPECTED BY THE GRADING INSPECTOR •'LL HEICNT 5i - ��PERMANENT IRRIGATION SYSTEMS R.J. Lim &Associates gNTiDIY Pd DETAIL ON 91E•FT f0 AND APPROVED SOLS TESTING AGENCY PRIOR TO THE PLACING WITH BACKFLOW PREVENTION DEVICES PER U.B.C., APPENDIX JJ. 2831 W�nut Suite E A t itT FENS PER p7Ai OM S1KET rp _ 1m u OF FILL Tustin, GA 92780 \t �� STAKM CgNnIfVM 01ROIIWr PEA DMI.OLI MW 10 4MI00 SF 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE (714)832-2077 PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES �t FMER KILL PQ aTAL ON SAAFT i0 J!p S 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FlLL SHALL DURING THE GRADING PROJECT 1 - BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY D THE SOILS ENGINEER. 27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE 1 VIMTY MAP IS PROVIDED AND MAINTAINED DURING THE TINNY SEASON AND TM!MLWAAN t OWW 01L 11. FINISH GRADE SHALL HE SLOPED AWAY FROM ALL EXTERIOR _ - WIN AT NOT LESS THAN 1/2'PER FROM FOR A MINIMUM OF SHALL BE IN PUCE AT THE ENO OF EACH DAYS WORK. MAL 13TATE ORVOAIElIfT 28, ALL WORT(SHALL CONFORM TO THE C17Y AND STATE 455!;,den Street 3'. THEN 1 X(MINIMUM) TO FLOWLINf OF EARTH SWALE• CONSTRUCTION SAFETY ORDERS. Lop-aeacn. CA 92"1 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL iN:(949)494-J707 BE IX IF CUT OR FILL SLOPE IS LESS THAN 10;, AND 2%IF 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE CUT OR FILL IS GREATER THEN 10'. DRVWAGE SWALES SHALL BE RESPONSIBILITY OF THE PERMITTEE A MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2' 30. AN APPROVED SET OF GRADING PUNS SHALL BE ON THE NETT a AmImAm W- FROM THE TOP OF CUT OR FILL SLOPES. JOB SITE AT ALL TIMES. 4911 Womer A-SWIe 218 iJ. PROVIDE 5'WIDE BY I'HIGH BERM OR EQUIVALENT ALONG Huntington Bench, CA 92649 -- SHEET 7 31. SANITARY FAClllllES SHALL BE MAINTAINED ON THE SITE Ta:(714)840-8786 THE TOP OF ALL FILL SLOPES OVER 5'HIGH FROM BEGINNING TO COMPLETION OF GRADING OPERATION pwpxn r Fox:(714)810-9796 /� I f00 YEAR SHALL BE PUNTED AND lRRIG4TON FACILITIES I / 14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 32. ALL SLOPES � y STORM FLOWS ALONG THE TOP OF CUT SLOPES. SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF 3 FEET VERTIGIL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH ? LI 15. NO OBSTRUCTIONS OF FLOOD PLAINS OR NATURAL WATER GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE NO. COURSES SHALL BE PERMITTED. M2 PRIOR TO THE APPROVAL OF FIUL INSPECTION. I 'CFI 16.A SOILS ENGINEER SHALL BE REIAINEO BY THE DEVELOPER, 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECTTo SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISION)AND RESPONSIBLE FOR ANY D4M4GE TO EXISTING FACILITIES EXPANSIVE CHARACTERISTICS OF THE SOIL RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS. ) }6 +r 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. AND A FINAI. COMPACTON REPORT BY A SOILS ENGINEER SHALL 'I BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE PRIOR TO ISSUANCE OF BUILDING PERMITS. BLUE TOP PER FINISHED PAD. PRIOR TO ROUGH CRAOE t1EIET 5 , APPROVAL. PAgf Bab. 1-7. 2001 TYfOMAS 8R05. MAP 18. THE SOILS ENGINEERING INVESTIGATION DATED APRIL 6, 2004 PREPARED BY NEBLETT&ASSOC., INN AND THE ENGINEERING J5. APPROXIMATE DATE DE EMBER I20 OPERATION: JUKE?004 �I GEOLOGIC INVESTIGATION DATED APRIL 6, 2004 PREPARED BY COMPLETION: DECfMBER 2004 , i R4MNEBLETT&ASSOC., INC., SHALL BE CONSIDERED A PART OF THIS j6 NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM I IMMVerr 1F�........DIETA TITILE Oflr GRADING PLAN, AND SFWl BE COMPLIED WITH. DIMENSION GREATER THAN J'WILL BE PLACED IN FILLS WITHIN , *M IL.......... Alit I ' � 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR ROADBED AREAS OR 3'OR FINISH GRADES, UNLESS THE , I SHE r �l1lFT SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE LOCATION, MATERLALS.AND DISPOSAL AOEP400S ARE SPECIFICALLY ( I ltET 7.............0[TAl f1QT SPECIFIC ELEVA7ONS ARE REQUIRED, THE ELEVATION(WITH APPROVED BY THE SOILS ENGINEER. I 1 MINT 4R........... RADI GRADING RAN t I SHIRT 4SL 1L..........GRI RAN RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN. IF AN 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE I, - - I Now 91L..........OMAONIO FLAN ELEVATION MTN RESPECT TO AD14CENT GROUND SURFACE IS DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL N j�� / I \7 9NQTMA...........OIADIIN RAM ��Q REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND / 9EQT 7"""""...1NUDMO RAM SHALL BE GIVEN. 38. GRADING PLANS WILL Nor BE APPROVED UNTIL ALL ,,,151 f SM 7A...........GRADMF RAN 20. ALL PROPERTY CORNERS SMALL BE CLEARLY DELINEATED IN RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT 7 S r I !QT RA..•••......1NAl)m FLAN THE FIELD PRIOR TO COMMENCEMENT OF ANY ' SHEET 1A-. EROSION CONTROL FLAN ........ CONSTRUCTION/GRADING. _ _ _ , �10�A......... 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 -- -+- n _ _ _ _ 911E!i 11...........D[TAL 9tQT SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING ��TO T'�• �~ \ - _--- r LIGM Or YiAT LS a NCO AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES CONTRACTOR AGREES THAT HE SMALL ASSUME SOLE AND COMPLETE RESPONSIBµITY - S SHEET 8 TC_ TOP OF CLM Gv�v ' OVER 30'IN VERTICAL HEIGHT. FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS _ F.L FLoKm ELEV. -100-- PRO'.CONTOUR PROJECT, INCLUDING SAFETY'OF ALL PERSONS AND PROPERTY: THAT THIS AT Y 22.A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL T.G. TOP of M PROPERTY+ WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND FILLS GREATER THAN ONE FOOT. p/W gplr pr NA TRtCT BOIAMDARr Lna HOLD THE ALLEGED, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, INDEX MAP -' -' G"""' Low REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF MIRK IA THIS C.& GUM SWAT 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE F.G, FIAW GRWE SKEET nO'RATE BE PLACE, IT MUST BE CLEARED, KEYED, AND BENCHED INTO OF THE OWNER OR THE ENGINEER. - R4"SANE FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE R.O.R.c. ImtXAI GRAD[ APPROVED AL A RECLRR FULL SOILS ENGINEER PRE PRIOR 10 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND U77UM OR STRUCTURES QFyOFESs'o"4 SCALE: 1" = 200' f-5. f116"SURFACE � cvnvwm POPIT PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. '�° �s YA rE (� e P 4 WN. MtRI Or CwAIr 5714E laai PLA EL49 /0 BE KEYED AND BENCHED. TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO EXISTING L/TxrnE'S EXCEPT �W o o P PAD afUU V - FLDIIIIE THOSE SHOWN ON THESE PUNS. THE CONTRACTOR IS REQUIRED TO TAKE ALL ,.., EARTHWORK QUANTITIES F.F. FINISH TOUR afV. i-+�i sletwvM PR£G1UlrOW1RY MEASURES TO PROTECT TFI£1liNJTI£S SHOWN, AND ANY OTHER �,uE 'yr,( S No JBaIa _ LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR a s - _ THE PROTECTION OF OR ANY DAMAGE TO THESE LIVES OR STRUCTURES. ORU J. MA C.. N0. J8474 UP. J Jf 1 G.F.F. GRIFl Haw Haar ° AREA ' MYERS AND ASSOCIATES Cry 1 . a.vc. Am Wurn AL CLOW 7- TOP Or SLOPE ALL RETAKING MALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY CML ENGINEERING 'NC. 949-599-0870 4jEoo cA�A'O� �T FILL EV.C. 00 tEA1KAL am _�-- ME G SLOPE AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT ENGINEER OF RfCG'4.) :OR REVISION 1 P.I. MINT OF NIVtSECnOv AETAIWO IIYL(PEN S19"W7E POW MAP DATE IDENTIFIER 3 RAW SHRINKVOLUNIAGE s35,eso cr 48Li.W Cr FM Ntc�w,W CONTRACTOR SHALT. VERIFY ALL CONDTIONS AND DIMENSIONS AND SHALL 1011 5E4ilKAOE (lS3,660 CY) S3,Sb0 CY E.P. EDX a•PAIEMNFIT • LATE OF LATEST CHANGE TO THIS TAP REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. oRpoFfsslON TIN fOP OF AWL ELEY. 6-a SIR12T GOAT O6/20/05 BY:J.A G. a p� Y4RrF REMOVALS 40.450 CY 40,450 CY IF ADP LE rmnc Euv soon OR x,1im+WILL �� T1Rs PLo1 :a e� c 10% SHRMAGE (4,040 CY) 4,040 CY DEMM FLOW A� ��� D.F. O[EPOaD rOO11.0 02 O6 06 ,• L LOOM r�r INTER 11,1E BASIS OF BEAR0tG5 FOR THIS SURVEY LS STATE DUNE a s S' OVER-EX 18,780 CY GARY A MARTIN RCE AID.. SOJ 18 fXP. 6 JO IS 10% SiiiNCAOE (1,880 CY) 1,880 CY DAY- a1SEIMr �"� G1LH a19/l a LOLL L113'IE59OR � COORD84ATE SYSTEM. ZONE 6, NORTH AMERICiAN DAT.SI 1983. AS MYERS AND ASSOCIATES . . N.T.S. NOT 1O SCALE :',?!:6?4:'. 00"tr JIM ONES EX mmil1 Y A DETERMINED LOCALLY BY THE UN£BETWEEN NOS CDR$STATIONS OM,x EIXt/EERtNG, ANC, 949-599-OD70 �r clvwp II II14. '&LL'AND WW. BOTH AS PUBLISHED ON PIGS. DATA SHEETS. pxa,Er OF RECORD FLAP REtiISION J Eon c►�� Q TOTAL 594.880 CY 588.943 CY P.ue NVO un1^'us NV IIInI'' ��JT BENG N20'2341'W(?000.35 EPOCH). I�© 7 11.V, �0 0Z ZO a.c.r.O. Rhf1EYtE COIARY TRV,BPTWIATIN LEPT. ELSOOM RT --- 4QT M0. Ess, HUNITSAKER & ASSOCIAEES *�NGPUN �� 'CSC AND GS BENCHAARK DISK IN CONCRETE - F AoR IS ( MONUMENT STAMPED 0 307 1935, IS 36 FT WEST S'77r DIAL TWO WORKING Q VAL ARt U 110&1G AWLS Arm PLACED e1u R'A, GRtOnc A ORG La N Moo TAG BELOW Lars a�f f PLANING 10H NEERMLG SURVEYING � DAYS BEFORE �CETNIERLIIf CALIFDRNN HOM}WAY 74, JJFT ,ro a too F srr1E'rs 2A�ti+ 9a a tG �d' �9$ DOIIGLAS SNIDER R.CE 24068 E1oe. f2/31/l15 DATE Three Hughes Irv". CA 926t8H� (949)5&3-tefOX� (9a9)5&S-0"� T�NTATiVE TRACT NO. 30698 4. BEFORE SOUTH OF POWER POLE 19J19 CAT. Q AWED w EM qA ln/FX a1af0 81TFANW sk"s Ox Lars,r,17.118&1N-527 AW AE�Mx® �' YOU DIG YOU DIG G.M. A1(x H auw Ov La„/:ErFECM1G sNr 4.a a a//10,AMD 917At SRI H.AMM caysrrwcrxw ° NO. 24068 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE P11"ARM FOR TITLE SHEET 01 � SIM HEIGHT tR LICNT ABOVE STATION MARK I METER. ADRS 1e-W i0 A ADA T A r. AOD EO rota Svr rro.m 11 ALL srr15. c Em 12/31/06 a 1-600-227-26(O RASE PORrmr+or 1I v AVD MT.Sr Nosy PIp ELEYOTAL 5 raNO, TO ALL S-05 E APPROPRIATE CONDITIONS OF DEVIIOPMEM ANO/OR CRY AND SCALE AS SHOW I THE eLUMIAAN COMPANY INe. TOLL FREE Q S. 06105 FAarr.Mg9x euwvcc ALL SIEErs. 43 $TA LAWS.AND A pFRMIT,CAM/BE ISSUED. W.O. FOl F.R. Ai NO. A PUBLIC SERVICE BY ELEV. 1425.76 NAND B8 +r c1V1` 1/!E/MIdO!/� RF11 ESTATE DEvcLOPMEM 'h MARK BY DATE RN 19 APPR. DATE ('or cA�tF yL/'�� "� 6 �7.0 DATE:OOfIMAQ t003 a55 under,SvrE,lJluM arch.CA 92651 7s4-8 WK ESTATE'EMOPcow Y vl UNDERGROUND SERVICE ALERT COUErY REMON HABIB R.C. 8JT56 (9491494-7707 A SAW an '1 64011 EEA 5 nglneennq Grd- oug r g r 1Adwc m 1. SECTION A-A APPLIES WHEN THE DIFFERENCE IN PAD ELEVATIONS EXCEEDS 12'. SIDE YARD PROPERTY REAR PROPERTr LINE LINE(WHERE OCCURS)- '' accuRs) 2. SECTION B-B APPLIES WHEN THE DIFFERENCE IN PAD J•Ji 31 P u.E c ELEVATIONS IS 12'OR LESS & THE EXTRA DEPTH FOOTING TOP of BERM IS SHOWN ON THE GRADING & STRUCTURAL PLANS.SHOWN PER PUN 1 iB• ' f0'OIi,IOIM!'SEl¢ICK- S' 3. IN NO CASE SHALL THE SWALE FLOWLINE BE LOWERTHAN THE BOTTOM OF THE FOOTING WITHIN 5'FROMBUILDING. TOo OF SLOPE AFTERREMOVAL OF BERM-- I RMM GTE DE PAD 4. PROVIDE 5' WIDE BY 1'HIGH BERM OR EQUIVALENTc - + SAX- { ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH.5. SWALES TO BE CUT 1N AT IX MIN. AT ROUGH GRADE r M�GilLW74 R AND PRIOR TO BUILDING CONSTRUCTION.BERM aETAE ro BE USED LN ILL SLOKS OWR S'MG44 1 BERN a Br REMO ED vmda ro CdNSrMCnCW cr wu s 6. A PAVED DRAINAGE SWALE, CATCH BASIN & PIPE OR LOCAL INTERIOR STREETS MTED 4'PYC ARo FEWEs OTHER SIMlGIR DRAINAGE DENCf f5 REQUIRED WHEN A O APE w/r cF/LF STOOP, FIREPLACE OR PORTION OF THE BUILDING EXTENDS PUBLIC STREET - NOT TO SCALE 2'PVC SCN. 40 PIPE O OF GRAVEL- WRAPPED IN TYPICAL BERM DETAIL WITHIN ESTABLISHED DRAINAGE SETBACKS. 10.O.C. FOR SUBDRAIN ALTER FABRC. _ OUTLET. NO SCALE 7. SEE R.C.LD. STD. PLAN 207 FOR DRIVEWAY Y SUOOWtIN APPROACHES. eqD` NOTE: WALL AND FOOTING i C 8. PAD DRAINAGE TOWARD SWALES AT 2X MIN. SHOWN FOR REFERENCE ONLY -- I`-- - I --- -- ----• TOP Foul --PROPERTY LANE jr r 1 MAI OF SLOPE PER PLAN ? 20' I n•m. a .�� � 5' 3.MEN 4� I nNiA pl gg z F.4 '2 AM � r 1 APAO FlL1 ed .2;; il— J y, �STDEwNX - nnux LwNONr PAQ I _ 11e b d C~ `.a" RGIIBN CRIDE L ILE� ` rXwall PERFORATED PIPE PLACENENT x1 MAK 1 4Z M v*Zw Ill LOCAL INTERIOR STREETS NOTE: ALL RETAINING WALLS SHOWN HEREON ARE PER SEPARATE PERMIT. PUBLIC STREET - NOT TO SCALE -- -EXCEPT BERM$LESS No 1'HKAN MAY BE CONSTRUCTED AT IKj:I t �orowJillSECTION A—A TYPICAL STREET SECTIONS o PROPERTY LB4f � PROPERTY LINE F3 _ 5'MML 3'1/�I., TOP OF BERM SHOWN PER PLAN. SEE TYPICAL FL 1S'TYP. W 3•MN. F.L. B• �T'+ F,L .AW DETAIL HEREON - E• 1', MAT,. \ �� - ' TRAC1 BOUNDARY ,R'�•', �98 1XLNN. ayry TOP OF SLOPE ,_-_`. PADA - Aw PAQPM y- 2X MAV./?OX y TRAR 306q8PAD PER PLAN- EXIST. GRADING BY OT1ERS_ PAD --?X ABN./SX MAX. --- Ni 4X MIN/2.f M / SECTION C—C PAD PER PUN / EXIST. GRADING BY OTHERS-. / -4X 6001 �I 'EXCEPT BER145 LESS THAN I'HIGH M4Y BE CONSTRUCTED AT 64:1 - - EXIST. CONC. DITCH i0 8E REMOVED - .- ' NATURAL GROUl SECTION B—B TYPICAL SECTION R—R TYPICAL SECTION S—S TYPICAL LOT FINISH GRADING NO SCALE NO SCALE NO SCALE 2 --TOP OF GTClT BASIN _ I PER STORM MN PUN., � Ef axr GROUT o JOIN TO ENSWP£WATER TIGHTNESS CA�J l-z ►:•PEC MAP DATE IDENTIFIER SECTION A-A DATE OF LATEST CHANGE TO THIS MAP RRpf E°SOA 06/20/05 BY:J.A.G. °e�'M°'a9 F DATE OF THIS. PLOT PVC CONNECTION TO CATCH BASIN — o �i 02 06 06 17 NOT M MILE w B..4i Z •) •s.r ,c P+e• 1 H U N S A K E R & ASSOCIATES CTY OF LAM ELSMORE SHEET MD. USC AND GS BENCHMARK DISK IN CONCRETE RPof ESS/ -� DIAL TWO WORKING MONUMENT STAMPED D 307 1935, fS 38 FT WES` 40 ors sNy Et ® I R V E TENTATIVE ROUGH GRADING PLAN �y mac. f PLANNING ENCANEERWLG SURVEYING 583 TENTATIVE TRACT NO. 30698 BEFORE DAYS BEFORE CENTERLINE GICAYDRNW HIGHWAY 74, JJF w d �9 L D(1UCfAS SNYDER R.C.£. 21088 fXP. 12/31/t1S DATE Three Hughee n r- r,g49)g6}-tptDx (949)583-0" YOU DIG YOU DIG SOUTH OF POWER POLE 19319 CWT. ' NO. 24068 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. Up-'2/1+/0° PREPARED FOR DETAIL SHEET OF SITS. TOLL FREE 1-800-227-2600 APPROPRIATE CONDI17ONS OF DEVELOPMENT AND/OR CITY AND SCALY; AS y1pNN THECLURMAN CaWANYINC. E A PUBLIC SERVICE BY E1.LY. 1425.76 NAVD 88 _ illlSTATE LAWS,AND A PERMIT CAN BE ISSUED. y��,;: By T,NTE APPR. WTE '�F�.4CA�Eo" REAL ESTATE DEVELOPMENT W.O. FOR F.S. FllY N0. UNDERGROUND SERVICE ALERT RtN>iONf - OAIE:DECFMbOI 2003 455 LIMN Sveet,Lebune beech,G 92651 rNF c:�.wwr,COWAI ' pK�)� Of%R1Fr KEN SELANLO R.C.E. No. 56915 (949)49F3707 ItGL ESIAlE BEYELaV'uL,: ngineennq TR_30698\Ord-RoughGrad.ng\ r43_ ht wg 1. SECTION A-A APPLIES WHEN THE DIFFERENCE IN PAD ELEVATIONS EXCEEDS 12'. - SIDE YARD PROPERTY -f1EAR PROPERTY LINE LINE(WHERE OCCURS)- I�l( rERE OCCURS) 2. SECTION B-B APPLIES WHEN THE DIFFERENCE IN PAD ELEVATIONS 15 12'OR LESS& THE EXTRA DEPTH FOOTING TOP OF BERM I I 10'ORADBr1G SETBACK SiADMN PER PLAN f5 SHOWN ON THE GRADING& STRUCTURAL PLANS. 2 i ► I J. IN NO CASE SHALL THE SWALE FLOWLINE BE LOWER �1 I PdG THAN THE BOTTOM OF THE FOOTING WITHIN 5' FROM �L`- 2. BUILDING. 1 - I NIL(6(NME1 Rr � TDP of SLOPE AFTER I I 4. PROVIDE 5' WIDE BY I' HIGH BERM OR EQUIVALENT REMOVAL OF BERM i ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. r CMB!f GUTIOE 1 6 CURB A(p7TiER 5. SWALES TO BE CUT IN AT 1 S MIN. AT ROUGH GRADE RpIGH CFt+10E U1E- AND PRIOR TO BUILDING CONSTRUCTION. PERFMTED 4•PVC Aow onAE m a USED°"Au ROPES OIfR J. .cw 6, A PAVED DRAINAGE SWALE, CATCH 84SIN & PIPE OR LOCAL INTERIOR STREETS SCH, 40 PfPE W II. CF/LF S?'PVC S 7aRM TO BE AID"TD PRIOR TO C'OWTRUCIR a w W M �ts OTHER SIMILAR DRAINAGE ONCE IS REQUIRED WHEN A PuB STpE T - NOT TO SCALE fat PIPE O OF NT AND FEWCES STOOP, FIREPLACE OR PORTION OF THE BUILDING EXTENDS OUTLET 10'O.C. UBIIavN FILTERER FA 81L1C. WITHIN ESTABLISHED DRAINAGE SETBACKS. TYPICAL BERM DETAIL CAI" PAD SGV.E 7, SEE R.C.T.D. STD. PLAN 207 FOR DRIVEWAY NOTE: WALL ARID)TOOTING APPROACHES. ,ITT - $IpWW FOR REFERENCE ONLY LOP FDOTM/O JI, C 8, PAD DRAINAGE TOWARD SWALES AT 2% MIN. --"-- - --- -- - PROPERTY LINE 0'OIiSIIK I A 5• ,, TOP/TDE OF SLOPE PER PLAN 4 rs rn R Nos 1w 1 5,WIL 1 • P $,�. - C WL FL p -fV11AE VAKWY - I �j I x I LEV. �� F.F. E rA0 ELEV.. a 2:I • 4•cm t wm r Am A olim " BouaL LtN£� PERFORATE[? PIPE PLACEMENT I N,T.S. LOCAL INTERIOR STREETS NOTE: ALL RETAINING WALLS SHOWN HEREON ARE PER SEPARATE PERMIT. 4T AIW/20X MAX. PUBLIC STREET - NOT TO SCALE -- - •DLCEPT BERMS LESS No 1'HIGH FAY BE CONSTRUCTED AT S}:1 _ SECTION A-A TYPICAL STREET SECTIONS PROPERTY'LINE cPROPEMY LOSEL� MP OF BERM SHOSW s•�/, s• _ PER PLNt.SEE TYPrA F.L. is•TYP. a.A� �A IL FL J•ISN. DETAIL HEREON- NATURAL GROUND--, Y i TRACT BOUNDARY TR AC 30678 Ir TOP OF SLOPE ' PAR ---------L -_b- ' •?2SAIDV, `___-_ __ - IN"SwAsm T"TX*4 Dw (LSL"BYODIfRS FAA_ PfRPLAN 7%MIN,/201RPA 2%YW,/5X FAX. SECTION C-C -^ PAR FINRM -�EXIST. GRADING BY O7HfR5� ` x 4X FNt/2•r LAW. } 3 -tx MIN./?Di 1/FK � (_ _ f ` EXIST. CONIC.DM TO BE II�YOREO l _J.��J.-_.I.-- __,L__.L-���� 'k f NATURAL CROUND� `'I`--'L' .EXCEPT BERMS LESS THAN 1'HIGH FAY BE CONSTRUCTED AT 6§:1 / SECTION B-B TYPICAL SECTION S-S PIC TYAL SECTION R-R ND SCALE TYPICAL LOT FINISH GRADING v Y ND suLE EDB BASIN OUTLET PER RIVERSIDE TOP OF BASN- TOP OF BASS,- CO LID OMP STD.DWO W050 \ M Q�; SEE CONSTRUCTIO TOP OF OIXH AUX N -- 'NOTES'FOR PAVED PER SlOIBI f1NIN A / �� rERW1 Fl.oW wA.uoE DEVICES HEREON RIP-RAP A 56-RCP DESIGN VELOGTY� -__- PER DETAIL 9 ON SHEET 3 SPILLWAY DETAILS N.T.S. AJ '-I?'PVC LONSTRUCTION NOTES FOR PAVED DRAMAGE DEVILED L CONCRETE SHALL HAVE A MBMN ULTNATE COMPRESSIVE STRENGTH AT 28 DAYS OF J - ylOO P.S.I.CONCRETE MAY BE PIE TO S TION 260 OF TICALLY �THE AINIFORM BULL MGND SHALL �CODE. MAPDATE IDENTIFIER SECTION A-A va°FEssloy 2 UNLESS NOTED OTHERWISE OM DETAL REWORCMG SHALL SE G-XG- WIA X W14 MATE OF LATEST C/I ID TO THIS MAP WELDED WIRE MESH IW-WN.I OR APPROVED EQUAL 06/20/05 BY:J.A.G. �° °o NA E�<° PVC CONNECTION TO CATCH BASIN q s l GROI4ID SHALL BE PRE-WETTED TO THE SATISFACTNIN OF THE BUILOMG OFFICAL OR DATE OF TINS FIAT 17 <L/ �I'I!p ENGBEER PRIOR TO PLACEMENT OF CONCRETE CURING COMPOUND SHALL M USED WHEN n Q MIT ro SfiIIE � REQUIRED BY THE BULGING OFFICLL OR ENGINEER 0 OL OV 06 N,, 3A47� a a SNOW �_ .T a V /LLD cg•Y G1-21 CITY OF LAIC >!R�No. U HUNSAKER & ASSOCIATES //.�������yN�AG��B N 2B 'A LEA RTR,Of ESST ® \>RMMBrEtR7 PLAN �.wwvw..., w..ww.•..v....w.�. , - USC AND GS BvfcrBURlr DISK IN CONCRETE ° ,rs sNl c.^ 11 ANNING VENGINEERING N SURVEYING T1:�ATf�TRACT �, 3069>d DIAL TWO WORKING MONUMENT STAMPED D J07 19J5, 6 JB FT WEST N 49 O"AS SNYDER R.C.C. 24068 EXP. 12/JI/03 DATE Rine. CA 92610H: (949)583-IOICX: (949)503-075 R G Al R•` R M BEFORE OF— DAYS BEFORE OF CVCERLINE CALffORNM HIGHMAY 74, JJFT DETAIL SHIMT SOUTH OF POWER POLE 1 hV CN7. ° N0. 2406A T}/ESE PUNS HAVE BEEN REVIEWED FOR COMPLANCE WITH THE PRIpARID POII YOU DIG YOU DIG IEtourtD L!Y[MrIDY BMBW SPUN+.a.ors IN. IXa 1„A.27 RIMMED wkmi E.P.12/51/m A RATE CONDITION OF DEVELOPMENT AND/OR CRY AND SCAM AS f1101M1 THE EytnuFAN CpIApA+n INc. F.B. pu�• HEIGHT Of LIGFIT ABOVE STATION MARX 1 METER. 0 0 M u IETAM!Pus AIQ num B1U1 Aq/EN FINOMD ALONG tar n ADP•ML slow Lors SA�ROUWS, AND IT GN BE ISSUED. REAL ESTATE DEVELOPMENT W.O. m s 1-800-227-26D0 rlD A alp SEE SHEETS NL sc.IK TA a A ra crvlL 2B.-B THE auNwR OOlw,wr wC 111I. S _ TOLL FREE APPR. DATE r•V'CAL1F ZC GATE.DB�MB�L 7D0] 4!S LLIdw S~,LMILM Bosch,CA 92637 Rm ESTATE DEN'SOPEEM A PUBUC SERVICE BY ELEV, 1425.76 NAVE)BB MARK BY DATE BB�IBI (aaI4M-lm7 �y REMON IMBIB R.C.E. N0. BJ158 0 ngmeenng 0 Grd_ oughCrO Ing r_ ht .dwq UNDERGROUND SERMCE ALERT BIIQB� r� BOUNDARY LINE ol CONSTRUCTION NOTES FOR PAVED DRUNAGE DEVICES: L APPROVED MATERIAL FOR CONSTRUCTION OF DEVICE IS EITHER 3'CONC. W/NO. 4 BARS f2•BEND`I• 4• 3� I'� O•-0•21-01 -- _ SE781CK PIER CODE LONGITUDINAL 24.O.C. MTN NO. 4 TIE BARS 48"O.C. OR 3-GUNfTE W/67(6'- W 1.4 X F� _ ��101W' _ S££CONSTRUCTION IT_ W L4 W.W.F. (WELDED WIRE FABRIC) OR APP'D EQUAL. �" -�' BARS I NOTES FOR PAVED R'al ! p 11"MIN. - J'0' - NATURAL GROUND . '. ' � {� DRAINAGE DEVICES F�? - 2. INSPECTION OF GRADED SWALE 15 REQUIRED PRIOR TO INSTALLATION OF PAVING. 7 • HEREON O• �L _ --------- ---------- _ 3. GROUND SHALL BE PRE-WL7 TO THE SATISFACTION OF THE BUILDING OFFICIAL OR W1.4XWI.4 W.W.M.- L OR ` DOWN DRAIN ANCHOR ENGINEER PRIOR TO PLACEMENT OF CONCRETE. S � J" 0. PAVED DEVICE SHALL 8E CURED WITH A MOISTURE LOSS RETARDANT. LOWN DRAIN ANCHORS CONSTRUCTED NM/MED SMOOTH j" I tY .- - "- EVERY 10'IN VERTICAL HEIGHT AND ertu • A AT TOP AND TOE OF DOWN DRAIN �il RAOSILLD SURFACE - r 5. PUMPCRETE IS AN ACCEPTABLE S09ST71UYE FOR GUNIT£&MAY BE INSTALLED WITH 6x N - •fl 6Y6'-Wf.4 XW!.4 W.W Al -SEE COMRUCTION NOTES i 6'W 1.4 X W 1.4 WELDED WIRE MESH(W.W.M.). BBABI .� FOR PAVED DRAINAGE 1 -I- ---�'_ - SEE CONSTRUCT70N DFOCES HEREON NOTES FOR PAVED 6. CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRES90N STRENGTH AT 28 DAYS OF DRAINAGE DEVICES •MINIMUM SETBACK FOR TOP OF CUT 2500 P.S.I. CONCRETE MAY BE PNEUMATICALLY PLACED AND SHALL CONFORM TO SECTION DOWN DRAIN 6' BENCH WITH TERRACE DRAIN HEREON SLOPES TO BOUNDARY LINE IS H/5 BUT 2' 2621 of THE UNIFORM BUILDING COD£, •� INTERCEPTOR DRAiN MINIMUM, TD•MAXIMUM 'rpr 10 SCALE , 7. ANCHORS SHALT.BE CONSTRUCTED IN ACCORDANCE WITH STANDARD PLAN IJ2f (SHEET 1 NOT TO SCALE 2) WHEN SLOPE EQUALS OR EXCEEDS 2:1. NOT TO SCALE GRATE ASSEMBLY CONSISTS C•V.Y./4 NEW(a TOTAL) /�OF 8 14 BARS.EVENLY SPACED AROUND PERIMETER A DRILL HOLES IN STRAP OF C.M.P. WELDED TOP d< FOR LTRAINaGE 12"0. BOTTOM _ c -SEE 17ErArL 7xLow WELDED(TYP) - MnOWTIf J/I•k2'NOT45'I IN kFilOwAu DRAIN = l AND DOIWmN VACS. GAASIOpE -O1WN GRAIN - 101.50 RIM ELEV. 112-X 2-GAL.Y.STEEL 4 SHOWN ON PLAN SAAP WITH J/8•GAILY.BOLT 1p'0' 1'ERRA.CE B �y ,--CALL. BLOCK SPLASH ' WALL r F00 .Do 1 2.B. _ ,0 1B A s' A J — — OM BETE IfG1011W11 b F.L. 5D' Ior.So _ aE�c fa• L RIM fN"' SL.O 12 1 \ 1 1., SEE Of 1 I 'n\// PIPE SVE AMD NOTES FOR PAVED - --TERRACE DRAIN 1 18 r2` 6%MN. L , TYPE PER PAN- B' CASE 2 PUN SFCiaDN A-A ION DEVICES ♦B 5 12- 81 `SEE CONNTRUCTION NOTES FOR , MERL ANCHORS PAVED ORAJAAGE DEVICES HEREON 10.0' k -TRANSITION PUN B ANCHORS '�� '---PIPF PER PLAN y 1,'�-PIPE PER PLAN ;EXPOSE 1 ED A PORTION Il NOTE. '�, B -WELD WASK.TO 7MAXE CRATE OF THREADED ANCHOR DOWN ORUN SECTION A—A B'"'y 'i DURING CONSTRUCTION AND UNTIL PLANTING AND BOLT VEGETATION HAS REDUCED SILT PRODUCTION TO A Yr4IL NEGLIGIBLE LEVEL, THE GRATE SHALL BE COVERED AND �/rry rlrv9 CASE i PLAN WRAPPED WITH FILTER FABRIC TO KEEP SILT AND 2• 2 A e.A OTHER DEBRIS OUT OF THE DRAIN SYSTEM. 6' TERRACE DRAIN & DOWN DRAIN INTERSECTION L , SUPPORT PORT PERIMETER SLw�ar A7s SUPPORT LIARS O - A N 9'0C .,. rrCT rC >"LACE y ^ 2' _---- _ ----- '� 4• _ v 1/2-x 6-GALV ANCHOR a '-14 GALV SUPPORT BARS 0 9' BOLTS$LT M CONCRETE(4 h CONC.PTCH - B DC wELDED To GAw/4 TOTAL) 8• '8•- 18'C.MU.RISER SET IN WET PLAN ORT iT,-0• T2•P.V.0 SCHED. 40 12,P.VC, SCHED. 40 CONCRETE FOOTING- TROWEL INSIDE UNLESS TYING INTO 18• _ UNLESS TYING INTO 18, AL T I BLOCK MN. 5 SACR/CY mw PiC CONCRETE OR METN00 - - - 2'-6� "�"�`o�" 1 �.40 PVC USE SECTION s-s APPROVED BY 6UILO/u WC141 6 DOWN DRAIN TO PIPE TRANSITION RIM f1£V T pIj SECTION A-A J� '� NOT TO SCALE - SHOWN ON PUN` HINGE PANT _______________ - CONCRETE DRAIN TO PIPE INLET DETAIL NOT ' SCALE LLLi 1 NOTE: DURING CONSTRUCTHON AND UNTIL PLANTING AND 6'W-W1.4XW1.4 W.W.M. SEE CONTRUCTION NOTES VEGETATION 144S REDUCED SILT PRODUCTION TO A FOR PAVED DRAINAGE 2W- IS'(lal) NEGLIGIBLE LEVEL. THE GRATE STALL BE COVERED AND DEVICES HEREON ET4DMWL(TYY.) WRAPPED WITH FILTER FABRIC TO PREVENT SILT AND Jr SO OTHER DEBRIS OUT OF THE DRAT•!SYSTEM. 12' BENCH WITH TERRACE DRAIN Moir �� L�>a�TOR 9H,LL PROVIDE 6 N.D.S.•ATRIUM DRAT 11 & AT LOW POINT OF DIMN@ 4 NOT TO SCALE VELOCITY DESIGN ROCK j POSITIVE OALESS T MAN °SIT GRADE AT 1. PUNS SHALL SPECIFY.. V-DITCH LAVLLSS OTHERWISE SHOWN ON 2f SLOPE MIX E C) CLASSIFrATION A)ROCK CUSS AND THICKNESS(T). PLAN 1T'__� �. ( ISE B)FILTER BLANKET MATERIAL. NUMBER OF LAYERS AND THICKNESS. Q"_._8•_ 1 yl•.X• N.O.S.•ADAPTOR L 6-1 0 NO- 2 84CKNG 2- RIP RAP SHALL BE EITHER QUARRY STONE OR BROKEN CONCRETE _ 24 _ 1IS 2 2-14 1%4 TTON ON (IF SHOWN ON THE PLANS)COBBLES ARE N07 ACCEPTABLE- -- i _6•PV.C. SCHED. 40 e-_. 14-15 1 TON 3 RIP RAP SHALL BE PLACED OVER A GEOTEXTILE FILTER FABRIC WHENi13 O 24-D.C. tEYEL LaffEREON 16-I8 2 TON SPECIFIED. FILTER BLANKET MATERIAL SALL BE PLACED UNDER 6'N.D.S.ATRIUM DRAIN T _ SECTION OF RIP RAP THE FABRIC WHEN SPECIFED. AT>nUM CONST ,y0DRAINAGE� AT LOW POINT OF DITCH '8?f67L76"CDFFC. 4. SEE STANDARD SPECIAL PROVISIONS FOR SELECTION OF RIP RAP TIT-1I=i AND Fit TER BLANKET Pic ELBOW I I O OPTION BLOCKS: GROUT ALL -in_-_ _ �� D=PM£DIAMETER(J) RE7Ava'NG WALL CELLS SOLID 'h_ 7 W-9OrTOM WIDTH OF pNNNEL(9 SEE CONSTRUCTION SEE CONSTRUCTION NOTES FOR - 5. RIB TT OR i�YPE2TTYPERI SIN L BE WITH CONCRETE AS PER 5¢PARAIE �-P ��, TRANSITION T IS O 5'OF RUN OF f NOTES FOR PAVED PAVED DRAINAGE DEVICES HEREON �25W>•223 COUPLER DITCH IF THIS OPTION IS USED DRAINAGE DEVICES TYPE 2 SHALL BE WYT1fOlIT SfLL. _ _ SOup WALL PIPE , , N.D.S.•ADAPTOR HEREON CONCRETE "W-DITCH A PENw m AU 4 AM ALwDpA"°""` "�RAN °`�wrE _ 6•PV.C. SCHED. 40 IMBED 2'MIN. 12" i0 SCALE �11Q , INTO FRESH CIE F- - imp Q. NATIONAL DRAM SUPPLY CONCRETE W!---- - ' ...., .. 8HANICE7 SPLASH WALL NOT TO SCALE SILL CLASS 420-C-?O00 12" WIDE UTILITY "V" DITCH & DRAIN 1 pRpFE99,pA J�') CONCRETE 10 - NOT TO SCALE "° J H MA yE9�l�i SECTION A—A OP SECTION B—g MAP DATE IDENTIFIER SAT p �� /✓/ DATE OF LATEST CHANCE TO THIS MAP 1 9 RIP—RAP DETAIL 06/20/05 BY: G. LATE OF THIS PLOT MG " f OCIWL �� � ' , � - os i2 05 HUNSAKER & ASSOCIATES �OFL��� �� USC AND CS BENCHMARK DISK W CONCRETE apTLss,gw � I R Y I N E ROUGH GRADING PLAN 3 DIAL r TWO WORKING MONUMENT STAMPED D 307 1935, IS 38 Fr WEST - - �,o 5 SLy of _ - - , PLANNING ENGINEERING - SURvEYING BEFORE v DAYS BEFORE OF CENTERLINE CALIFORNIA HIGHWAY 74, 33FT - -- h °�4 t DOIGLAS SNYDER R-C-£. 24068 EXP f2/31/05 LATE 7 7 TENTATIVE TRACT N0. 30698 SOUTH OF POWER POLE 19319 CWT Tnree H, ee I-e. CA-9261BH 9t9 583-1616X- 949 563-0' YOU DIG YOU DIG -- - NO. 24068 s THESE PUNS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE llpAllm WOR DETAIL SHEET OF 11 SAS• HECK OF LIGHT ABOVE STATION MARK 1 METER. — E> 12/31/05 APPROPR14TE CONDITIONS OF DEVELOPMENT AND/OR C1TY AND SCALE:AS SHOW11 TOLL FREE f-800-227-280G THE cLUWMAN cH>rAPANr ANC. STATE LAWS,AND A PERMIT(i1N BE ISSUED W.O. P'ON F.1S. FILE NO. _ , CIVIL ! REAL ESTATE DEVELOPMENT A PUBLIC SERVICE BY ELEV. 1425.76 NAVO 88 MARK BY ANTE rE or aLHF 455 LYM4n Street,Lmprr Il•Ach,CA 92651 ,44-6 Tw LLIA"m CONaAA'r,+C.. ut UNDERGROUND SERVICE ALERT r ��'D[QAI�I2005 H 7 AFL ESTATE L1Ldlopumr 1 R£MON IABIB R.C.E.NO.83156 949 494-3TOT F:\0053\Engineering\ _ 6 8 Grd_ ough rpolnq r_ShL03.dwg E 1y �y.�Up�I1u�m�.-�p�Ox1E6 `I '`/w y PLACE y - IF o ,/E * , 1.1, �` � Zi � • 1 s ♦ � ri � it I b ``` cSCA Tx - 40 r c +1II{ r �' i / `�`1 1 ao na r ' I " o L.E: - ,'� I V u to O '�t 10 Ito V 2.1 no am 1475.2 EXIST. SLOPE ST ROCK&rmN MT. � ; II �• i� � � I ' GRANTED BY HITE :'� Y / / �" \ ''• �/ '\\ I V �• . ACOU15l CO., LP, TO DONALD S. - 78 � � CLURPEA DOC./200J B 230 I i s.: �,�`,, � f / � 10• Rb �l It4I)m%7 AL ` �k9 911• � ', .. / ,� M p_1493.9 149 0 1j� / sroAccEss aoAo �k � .I .-•�I � Q/ O �' 1 N II ro EXIST. unu7r POLES Q Je F \ 1 0 ROUGN GR _SETBACK_ LIN rv" ♦M of 14 ;o `1 " o'.• r� v I 'v�_. - av Q I y oW. 7- l /-4 CJ / I / I �' / iylwOd � ` 1. f �- 1 ammul ti -.•- 's f ---- f -G�tA6 SETBACr LINE �( 1 Q i 1 P_ 1 -1509.3 P_1514.9 O P-;499.0 11-' P 1 I N 46 (•. 4� �I ��O 925 P-1493.0 P-1493.5 P-1494.3 P-1495.3 i P-1 44. '1 , 0 I Q \ /A( L 4^l" / r z.+ i grO & "40 41 42 1 I � 1 , i , Q o 39 > �� Q z Feee EXIST. SLOP£coxsrZ,17 Swt / v .% ky ° e l�i rI ` .:f,•� r. /�q , -- 2:f__ - T:1 _ GRANTED BY wHAf ROCX \ / +s90 -- ---- A000ISI17ON CO., L.P. TO DONAL // :/ : ♦ ° 4 ! y / 1\ -- W CLURMAN PER DOC./2003-878 0`>5 1 I•, n 4 `-- -__- --_- - -<lD- - / eui \ TYPE ! of00.skl ela / /Q� Oj• \ r T ,`�,� ,'. I _ L-r o'1y K iti ' �,M ', T 1 aL �l s9 32 81 �80 29 28 27 26 25 24 28 22 240M, 1&� �� o �o o -- o 0 0 P-1488,0 P-1487.4 P-1486.9 P-1486.5 P-1486.0 P-1485.6 P-1485.1 P-1484.7 P-1484.7 P-1485.7 P-1488.2 P-1492.2 P-1 ���°►' d /. , ,MAC )f 1 __- -- r - - ROUGH GaADL sETs4cK urvc Lu \ /. \�- ry• . h\'b°x r_ ji �`Q7r*�y0 L�. I� y0 '.._I.te.--- -,ram" CAR �YB VE _ �... ` ' t If. .x�� It �J , � - VO • �,. y W i tj - -- 5' 1 \/ P-1488.4 P-1487.8 P-1487.3 P-1486.9 P-1486.5 P-1486.0 P-1485.5 P-1485.1 ^I P-1487.5 to P-1491.5 1 q P-149 /`, \ ( (\' $') B ,1919 p s 7 , 8 8 �Qi ' IO 20 20' NI12 I' �3 II Al 14� . 107 0 0_ o 0 oS I ; I o Iw o I L . 1 �-_ ---�- - -- ooNSTRuc„oN mum O DOWN DRAW PER DETAIL ON SNT J / \ 3 Exrsr. SLOPE COY WV IIYE R yyy/// O2 6'BENCH k TERRACE DRAIN PER DETAIL EXIST. SLOPE CON CIpN CSMi. �---XIS7. Nf Ip09FICATION fSM7. \ ESMT. GRANTED 8Y WIPfTE ROCK ON SHT J GRANTED BY WHITE GRANTED rYNrTf ROCK I M I °�" ACOURITION CO.. LI. TO \ ACOUISITKIN CO., LP. 7 DONALD S. ACOU Co., L.P. TO DOMLDI S. / \ DONALD S. CLURMAN EA / O RIP-RAP PER DETAIL ON SHT J I \ CLURMAN PER DOC./2003 78250 CLL"AN R DOC./100J-8782s I I I \ MAP DATE IDENTIFIER DOC/200J-"78250 / QLOR W I'PERFORMED PVC SCHED. 40 H AOAT Of ATTEST CHANGE TO HIS MAP FOR WALL SUBORAIN PER DETAIL ON SHT 2 O1/0 . \I \ \ o' - -- - - Op.OFM,YOh! \ ®REMOVE INTERFERING PORTION OF EXIST 4/O6 A.G. CONC. D17CH ! DATE OF THIS LOT ` 02 OC OC I \\ 1 SPILLWAY PER DETAIL ON SHY it3047 V V W z ®BASINACCESS R610 PER DETAILON ¢ II 3 SHI 11 E R T 'lE OF CAl60P THIS SHEET SUPERSEDES SHEET 4 Ch "l 1y-Opt�I ' '°€ '>oK �AAD cA►f �µ { USC AND GS BENCHAIMK DISK IN CONCRETE __ _ oRe As sNF ( , H U N S A K E R & ASSOCIATES C� `���� OFLss,O� R V I N E RO"GRADING PLAN 4,B DIAL TWO WORKING MONUMENT STAMPED D 307 1935. IS 38 FT WEST _- y o f BEFORE f;AYS BEFORE OF CENTERLINE CALIFORNIA HIGHWAY 74, 33FT Eq DOUClAS SMDER R.C.E 24068 EXP. 12/31/07 DATL PLANNING • ENGINEERING • SURVEYING SOUTH OF POWER POLE 19319 CWT irate nugnee Irene, U 92618H (949)583-f816K: (949)563-c' TENTATIVE TRACT NO. 30698 0 YOU DIG YOU DIG GM JN-A" ADDED ENT NMD DCTENFOW 945M TO LOT�r CNWGED MIAL SHr NO TO II Au SM a NO. 24068 �' Yc THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE +OR PLAN SHED HEIGHT OF LIGHT A80VE STATION MARK 1 ME1ER. PAO/STREFT GRADES O LOTS I-4 JOWS SHEET 19-Ip•MOST R8 WW6 tr 5 r,P.Ix/]I/eT TOLL FREE ,-800-227-2600 Q D.S_ 08/05 ADo u tr ✓aENsf P wry-'A'�^TRs s"LrT I:ADJUST YD5/pEAtYMM^PAD �A APPROPAWS, CONDITIONS T AN BE PMfNr AND/OR CJiI'AND SCALE: AS SHOWN M CLUBMAN COMPANY INC.r, £LEY 1425.76 NAVD 88 s w D e•-Dz'snrers A :e E C,v,L STATE TAWS, AND A PERMIT CAN BE ISSUED. W.O. FOR f.L FllL N0. A UDLIC SLN'�tU_ BY L(gRK aY DATE I¢VKIOIK APPR. DATE ar CAO' OATL•DCCIMBfR 2007 I�ESTATE DEVELOPMENTh,C T�-8 rwe cl�RY C_wPAw,'we ..11 UNDERGROUND SERVICE ALERT 455 Linden Swat,Lnpin•Mxd,,U 92{81 �i{ y CpBfrY KENSEIAMAW R.CE N0. 568r5 (949)494-]707 NLFI 6/ATE DEYFIOPYFM v1 1 nglneering _ rd_ ouge radmq r_ dwg ComlwxTm SEE SHEET NO . 6 . � - Nora •.� - -- - _ -. --- L•r �•- / ` � - --' l'J DOWN DRAIN PER DETAIL ON SHEET S -:-�'_ TYPE l --_ -_--- _ _ _ 5 3 1/ SPILLWAY PER DETAIL ON SHEET 11 Oj 6'BENCH t TERRACE GRAIN PER DETAl1 ON SHEET S 0100=1.3 eh 7ISS- - 'r 7C /' 1 ` -17 �u100 ID fPs � ram•-.-L�/i , �yb y / 3 BASIN ACCESS ROAD PER DETAIL ON SHEET 11 Q 12'BENCH d TERRACE DRAIN PER DETAIL ON SHEET S j I TO, --L y yy_.y /I T13f.1 / 3:,®1 DECORATIVE SECURITY FENCE AND GATE PER Q CONCRETE DRAIN TO PIP£INLET PER DETAIL ON SHEET 3 2 LAYERS fflTE ' �___��^_ti -----•.• 99 � PROPOSED RIP RAP LANDSCAPE PUNS MATfRLIl. _ •+� �' O SPLASH WALL PER DETAIL ON SHEET 3 PROPOSED 18-PIPE - __ - \` 5-- ------- ---------------- ���� c j (@ UTILITY V-DITCH PER DETAIL ON SHEET 3 L 0 T A ,'�EXlST. FUEL MODIFICATION 1QY 8•N.D.S. ATRIUM DRAIN/GRATE ` ESMT. GRANTED 8Y WHITE 1 I INSTALL 18'CUP ASPHALT-COATED OR APPROVED EQUAL ROCK ACOUISITi CO., L.P. i TO DOMAID S. CEURMAN PER PASSIVE PARK 1�+ INSTAL[ I'PERFORATED PVC SCHfO. 10 FOR WALL SUBORAIN PER DETAIL ON SHEET OOC./1003-8 7814 9 REMOVE INTERFERING PORTION OF EXIST. CONC. DITCH - Q PVC CONNECTION TO CATCH BASIN �� DOWN DRAIN TO PIPE INLET PER DETAIL ON SHEET 3 L O T •� 135--- \ r INSTAL! 12'PVC SCHEDULE 10 OR APPROVED f0UA1 TYPE 1 V10' fps IWO X5 W EXIST. SLOPC CONSTRUCT IO [Sur. / 1 �� 1 I PASSIVAfARK ID'D X 7w [RANTED 8Y WHITE ROCK f '3 f2b I. 1 - 1 TOIL Ti GRANTS JION CO.HI LP. TO ONALD 5. •4f V Do=0-7 fps 1 LAYERS FILTER CLURMAN PER DOC-02005- 78250-- Y /r Y I 10TO XI T-5 MATERIAL 1.23 1 I 1r20) 1 `'rr r TON, T=s1• d A 1 1 O +/ 9 1 LAYERS FILTER �- L56.8 AZAZ I 1$1 P-! P- % Jp. MAfERut P-:. 1 480.B 14B0.8 s `T 1 /°-1458.3 I P-1459.8 �1 '' ,( p r _ -- - L Ze A --,ArS - 4 _f -- -- _ - - _ I _ ROUGH GRAD£ I - -_ � ) [� � _ �-iA� -1i40 NT / �' _ - - as - I `hv� - ••� • __ -- - - - - - �I - - 500-2. ol zo __ - SED ACCESS _ a0 \�°,--'- �! SL U7ILfTY POLES TO ` yf __ TO PASSIVE PARK Ellm Y Nam•C, ` / s�Aq ROTE TED IN PUCE - I' I 1, I I i++ I ROUGH CRAD SETBACK L1N�-/ - T`�._ ` 14 1 S `V, • i r _ A t j•O P-1451.3 P-14�2.3 I ti! I -L_° ( �� f 05, - 128 1,89' i I P-1454.0 j 1i�1 ` 1. I ' I h \\ �Ai , '035 ` I P-1455.5 I 1 .� Ir I I 130 I I P-1457.0 1 N• •• ` / ro m• / it I i, I 1\131 I 1 I I 1 4a b �' v n 11 1 1 8y Z 2.•1 � -1~ / 0 1 ', 1 1 1 '( / Uj m fssiQ Is u n POLES n ROAD ' ! jj W ---L� I10-_�� -� _- O o y r p, .E•I 1 f-S. ! �� jl I I )F Q / ti l , r�pk' L Q/ +A � u o 4 I \+ F.S. i tR '7 II If �� ^•.. ��A:'1� b r' I 1' a O a I� Idth X1sr. slovf co+fsr CfION CSMI- �ANTED Br WHITE COUISRlON CO., L.P. TO DONALD S- _ � i O O 8 P� y�� � t! - _�-.. IQ�1 9 's , LU1 PER DOC,/003-878250- 14 1473 e P�14j3.3 P' / P' y a \ w 41LIJ `� ____.� -� ►. \1 , I'1 1 tii \ it .-+ .n v 6q t� --EXIST. FUEL MOOIFICATIONt t f•. _ �, --- 1 I \ 1� � i•+ `} 1 i ' 0•+0 ESMT, GRANTED BY WH!'d 'q ��' _- ---JI I \ h CL ROCK ACQUISITION CO., _.P.` `�' -- i - r.�/ 1 \\ ', N `_ - _ TD DONALD S. CLURMAA PE IA V .--�� ^r _L•1_- �� I ,,I ( ` �+ I f8•X DOC./'2003-8 7814 9- �C/ N-- - %D• `� ___- // - - y - ` 1 I e ± 1 ,1 ,I /, , /i / �� `` + ;1, 1 II � 1 ,^ /� _ V' # p O al .• / i / - ---- re r8 P-1479.0 \ 'V 1 1 ���_puk o� "7 -n CL SCALE: T' 40 l ., V / . / / - , �'' d +/ d - \� I o f t � � • •I r/ 1� 4 1 V I \ .8 a R` o N 1�9947A MAP DATE IDENTIIS MA DATE OF LATEST CHANGE TO THIS MAP � _ ► � y , L �� � i Ot/04/O6 BY:JA.G. ram ' I , '1 r9. - wTE OF THIS PLOT A4 rEOA CAVIC� 'p ; / �� i''! / �r � ` coil .�� � V � I 1 I � � I � ZIL 03 29 06 r IA3.. 'out-ZO A -001�1 � °�° SEE SHE E T N O . 4 THIS SHEET SUPERSEDES SHEET 5 E R ll HUNSAKER & ASSOCIATES affOOFLAM WNW�y MG /' EssfO, I R V I N E R OUN VR/Y/9T7 PLM 5B USC AND CS BENCHMARK DISK IN CONCRETE ® AM D EXIF40 DETENr10Tf®ISw ON LOTS 124.121 126 A 127 RENam atsm ON o�Fs sN--~( PLANNING • ENGINEERING • SURVEYING /�L� .�/�� a DIAL TWO NCIRKINC MONUM£N1 STAMPED D J07 1935, !S 38 F7 WEST GM 1 H LOT T19 bNh6E0 TOTAL 5Nr Ao. TO 1I ALL Slrt e4',. `' r ) TWATM TUB.1 NO. dVV9v -. GAYS BEFORE d �"4f� DOUCUS SIVYOfR R.C.E. 24068 EXP. f2/3f/07 DATE *-ee Hughes Irene, CA 9291BH: (9s9)583-16!mt: (9!9 583-'7-`. ,3.__ BEFORE OF CENTERLINE'CAUFORNN HIGHWAY 74, 33FT OS �/" FLNRMTF FEW prTENOON 615Ns LOTS II mO 118,show RFRMANENr RATER DUAL B,SN „ YOU DIG YOU qC SOUTH OF POWER POLE 19319 CWT LOT T19 SEE s 5,9 AND r0 NO. 24068 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE rR�AmrOR �M Of 9115. R15E PAD/STREET VE40E5 O LOTS 1-6, J0-12.90-96. I19-120. 'M_J58 SHEETS 4 A 5 Eq,1x/s1/e7 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND Sf71Lt:AS S110M111 TOLL FREE 1-800-227-MM HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. Q1 D.5. 06/05 ANO ADO M A sl RENSE FiWrWoRM OlMMPIfES SHEET I,ADJUST MOST RE1WfMW PAD s �= STATE LAMS,AND A PERMIT CAN BE ISSUED. 711E ESTATE COMPANY INC. M.O, FM FA Pll[M0• Gwms UP a V-0.2'SHEErs 6 7 A B APPR �11,CIVIL JAL ESTATE gum if DEVELOPMENT r, A PUBLIC SERVICE BY ELEV. 1125.76 HAVD BB MW 9Y DATE Ry a CAt1 E _ DATE O�MBQ 2'IDD31 455 LlndeTl Street,lAQuru Beech,U 926!1 7M-e A+E aURMN'MOM'T'E. f)OIMRI! (949)49+3707 RFM ESIA F O[YA OPMLMT UNDERGROUND SERVICE ALERT KEN SEUMALO R.C.E. N0. 569I5 ngmeenng _ 069 r_ ough radmg Grd_ h SA.dwg _ SEE SHEET N 0 6 N0m L•' PROPOS 1 DOWN DRAM PER DETAIL ON SHEET 3 , _-- tYPFfi •�- _ `�� /`/ RETAINIJ p o ,7- - --- �I� OtO0=1.3 cT--F4s_ 7~ �'� 7r W,� rig.©SPILLWAY PER DETAIL ON SHEET 71 Oj 6•BENCH t TERRACE DRAIN PER DETAIL 0/1 SHEET 3 �vl� 1 ! --� i� --'' ! / j BASIN ACCESS ROAD PER DETAIL ON SHEET II ^ 12'BENCH& TERRACE DR11N PER DETAIL OH SNEfT 3 I TOM, _ V 2 LAYERS F1LTE -�_ �_/�M 3 1 DECORATIVE SECURITY FENCE AND GATE PER MATERIAL 9� �� -=-- �-" Q CONCRETE DRAIN TO PIPE INLET PER DETAIL ON SHEET S LANDSCAPE PUNS ♦ �/` � O7 SPLASH WALL PER DETAIL ON SHEET 3 ix rip-ad ON SHEET 3 1-1 SEE SHEET L 0 1 A LAU�TS t 6"N.D.S. ATRIUMDRA�AIL ON SHEET 3 CRATF --EXIST. FUEL MOOfICAPON �FSWr. GRANTED 8Y WHITE ROCK ACOUISITION CO.. L. 7!' 1® INSTALL 18-CUP ASPNAL i-COATED OR APPROVED EQUAL TO DBNALD S. CLURMAN ER CGFW JURISDICTr01ML LIMITS ® INSTALL 4'PERFORATED PVC SCNED. <O FOR WALL SUBDRAIN PER DETAIL ON SHfF' DOC.12003-878249 _^ - ( IS REMOVE INTERFERING PORTION OF EXIST. CONC. DITCH tj JL � PVC CONNECTION TO CATCH BASIN t — 1 // Q DOWN DRAIN TO PIPE INLET PER DETAIL ON SHEETS �, L 0 INSTALL 12'PVC SCHEDULE 40 OR APPROVED F fl'P[1 II r Of00-1 e% EXIST. SLOPE CONSTRUCTION ESMr. / 27' > Az8 � I I �' � V1'D X TIP■ GRANTED BY WHITE ROCK Q \ .' ACQUISITION CO.. L.P. TO DONALD S. �' I �. s I 1 YERS FR 1 CLURMAN PEA DOC./2003- 78250—_ r �S6.d I p_' 3 I P-1459.8 P_1460.8 p-1460.8 \ °• rs L 'G �'``� 1 , A _,4es . N GRADE E78A.X I , Q + CDFW JLMUSiCnOHA1 1 ♦ `5 ,� �• __ ��` 3415 _ � 300 r. POLES - (/ � I . Y ,^.L•';. d L• -�. / ! r PRO TI A I a: I ROUCN GRAD SETBACK LINE Y.����y ` AI, !� I P-1451.3 P-14�2.� I L" f I / � � �� 1 ♦. � I \ 1 i�l o. t� �16•+�O _ 1 I O128 o129 II P-1134504.0 ! II P-1453.5 � ^ I --�� 154�90 ,�6rP-1457.0 M' J S` z y 14Ct5�I (( — 1 �� � I+ 11 r :. ,' �r��• i :E i = " a4 1 /I 1 1 60f} - •1 — — � � �y t Y' _ SEO A CESS ROAD ` gels-�+- --- - �:1 / 1�°1 vI ,'' I TO EXIST. ur POLES 1 ' I / 1 ui p� �- 47n_--- • -rt - U O_,f' �S P' E I `s O $ � �� ao © // .�, ;o i 11 ti W P 1 1 a' L 0` tlA ' I N \ m Q i r � o - / \ Cxur. SLOP£CONST CTLON ESMT. �I i I �) $8 n I I 2 I: op jORANTED 8Y WHITE RR CK \ C 'g7 +�•6 �. 'r r�! t•S AI�•. ,79- y f0 O 7 ACOWSITION CO- L.P. TO DONALD S. 'g90 'OS •8 P LLURNAN PER 000./1003-878250 -� - ���...rrr OO - �� 1 - N ` h C�4j3g 14133 P it P' g uj IOU ui \ \ 4 IF r'— s Exlsr. ruff woornuT(El1 o : _ � ESMT. GRAN TED BY WN7Tf\ \ 1 o O 0-0 ROCK ACQU —' ISITION CO.. :_P.`` . - - _--�v r-—r 2 l I \ O N 5 ' �1 TO DONALD S. CLURMAK PFM _- -- DOC./2003-878249--- -9V- 00 Y- \. J, - I - __—� I �� �I t l T IS' `\ ,�� � I I ` v 1 �� /1.1 M3 / / 7 16' 16' P-1479.0 \' 1 P� w , ,- �'' `� �-13 ti �� SCALE T' - 40' V. MAP DATE IDENTIFIER'', 1 0 1 DATE OF LATEST CHANGE TO T CIL THIS HAPy�`r Ol/04/06 BY:J.A.G. �L RPo9Es 1 ow j T `L1// Q/ b ;I v 1 I o p ` 1 DATE OF THIS PLOT C4 O vo ,I MA t . / -j- 1 �1V I a u'� i; I " 03 29 06 9 u,J ->�`�` 11 /k�,l,� i d► I , o 6 \ l i Q " '� n. ntz h I \ u --��yy� � pp qq -� E R °� �t�E �' +/� /� SEE SHEET NO . 4 THIS SHEET SUPERSEDESZSHEE'rb�5 �U1 ,TEOiCAticaP OC/5(31 B. , s 1) /.}}y/��LAKE �y��(��,yam Q I1E1OG FED a now atsw 91UWAY 04 LOTS 124. In 126 A 121 PEMT4D a4 1 a , O LAKE ELSINORE i QQT�• AESMlS■ucs AND PULLED e+dr tI01NY1 DRAara ALOAc LOr>o.A0o A61{L eELa7 con �',f.,.,y: ® H U N S A K E R & ASSOCIATES �� D.M un Ito A to sa 2g77 Xd 3c.�7A w a to DIAL USC AND GS BENCH461RK DISK!N CONCRETE AOOE O E,WNDED XTV04N aA.SM ON tOrS 121,In 126 t 127 RENOW0 BASW O4 -- QpoEESsr� , i H v I E TWO WORKING MONUMENT STAMPED D J07 1935, IS C FT WEST ® GM W S T4 LOT Ire C+WnCED TOTAL SW AO r0 It ALL SNT Q's 5 9Nr�lV. G + ENGINEERING SURVEYING R *GRADINIG PLAN ^ BEFORE DAYS BEFOREY PLANN�N. J OF CENTERLINE CALIFORNIA HIGHWAY 74, J3FT ® IRNNAtF tE'W "N."ON 6ASMS LOTS 11 AW 1Te.We PERMANENT WATER OLWIN flea h s t;+ IOUGUIS SNYDER R.C.E.24068 fXP. 12/J I/07 DATE 7,.,�r.ee i.:� 'e'hH (949)583-t®tOot (9a9)583-075 �NTA 1 1�L TRACT 1 NO. 3VV98 -�- - YOU DIG YOU DIG SOUTH OF POWER POLE 19319 CWT. OS ar/D6 ,Or IT9 SHEETS S.9 AND TO M 4 PA7/SrREEr GRADES a LOrS 1-6. 30-49.90-96, 119-120,, 133-t58 S'TE75 4 A 6 E.. 24088 THESE PLANS HAVE BEEN OF DEED FOR T AND OR WITH THE FIETAIItD FOR PUN SHEET TOLL FREE I-800-227-2600 HEIGHT OF LIGHT ABOVE STA77ON MARK 1 METER. , D.S. D6,,,' �' 1z/�,ro7 a �-�ADD u tr 54 REHST EART.MORx ouAHnncs SHEET i.Aaos/AAoSr RcwmmO PAD APPROPRI4TE CONDfiIONS OF DEVELOPMENT AND/OR CITY AND fGIL•AS 51101Y11 The eLURMAH e01AMNY NC. +.C5 OP 01�-02'SHEETS 6 7 e e s� r ST LAWS, AND A PERMIT DE ISSUED. DEVELOPMEWIT , JFAL !lBNM A PUBLIC SERVICE BY ELEY, 1425.76 N41•0 88 MARK BY DATE SIR• DATE /furl i,f /�� 6-Ly-totes REAL ESTATE rA UNDERGROUND SERVICE ALERTLem OATL:p pt mp5 4S5 LkWen Street,1.6,urA.BArch,G 92685 Teo-e n.E C[MEWN COA OP AC. -I I r - ��� r AfEf'SFO�RiT R. .f. N0. � / (9191 4 94-3 70 7 RL4 ESTATE DEYELar'rlENr 1 LL ��� /8 00 ngineering _ rd_ ough roding rd_ ht05A.dwg PROPOSED GRADING ESMT. PER SEPARATE INSTRUMENL PROPOSED GRADING ESMT.PEE! J ,� i SEPARATE INSTRUMENT_ - r /•'% �� � 2 D/ -tar �� Tr P-1�122 P-1318.3 P-152X3' P-15 2.1� MA L 3 Yti h l y I t o \1 Y P-1546.EJQ I �1 O tea' ♦ 8 $\l •�� ' tFP / `0 V I II If -too We -- _ x _A� ''90 1 � ♦ ` moo w �` \ _ l II I - ;� � "� �--�O____---_—�� ♦` ,. ���� J � arrPE11 -- SCALE: + T' z 40' I TON, T= 3 B / •ey.`, v., �!Y- `~ _ _ _ `, � 1 LAYERS ftiITER 1� TION Iw' `' - - 1 - ON --EXISLI FUEL MODIFICATION J Y '� ` ♦ ♦ 1\ MATERdL FU YO ESMT. GRANTED BY WNRE 1A 0 1 4 ,� LINE �`:, I ROCK COUISITI(N!CO.. LP. ... I♦ ♦` ♦�9�`�r•�471 ♦ --'�- -GRADE S- TO S. CttIR dll PER? ,A 14 ri ~ - - eOUGN -- I DOC.1 3 8782A9 fS ,,, � '�1.^ ------ - - _ --- LOT 109 1M�C5 ' EXIST FUEL ED BY 1494.9 ESYT GRANTED BY ADCL d ZICH ABUSAMRA TO THE r'e I F f1 3 9 p- CLVRMAN COMPANY, ANC PER P�Ftj f } n �� ° 1492 9 P 1 p8 ! 2D F- DDc.p47022 CONSTRUCTION NOTES \" rT 4 11a 9 9 �'-14ft 1 p-1492.0 p`1 1 110 I 01 IIOWN DRAIN PFR DETAIL ON SHEET J -- 1 I a _ O p-1489.4 �I 6'BCNCH 6 1FARACE DRAIN PFR OfTAtt ON SN!'C S { 11S INTERCEPTOR DRAIN PER DETAIL ON SHEET 3 PPpFE SSIpA - Ir/ ``p _ 1 ® CONCRETE 9RAW TO PIPE MILT PER DETAIL ON SHEET J MA � a •w PR�—D GRADING ESMT. pr�OPJ�1 �FA(!`,� 7 J f ��'�Ef�i•,�•A � O SPLASH WALL PER DETAIL ON SHEET J rLlf,/ ��t jb, .s'`\ "'n•---y --"�'r -�_L!r A \ / © CONCRETE V-DYICH PER DETAI:ON SHEET J - 1490 / O RR'-RAP PER DETAIL ON SHEET i lDgW2LK!lS61CTpNAL �r /� _ -11 3-� fi - �: I - 1� UTILITY V--DITCH PER DETAIL ON SHEET 3 E o,cw`if - - - ( ♦ \ \`-� ,i _ 6'NOS ATRIUM GRAIN/GRATE _ - 147 10 INSTALL IB'CUP ASPHALT-COATED OR APPROVED EOUAL MAP DATE IDENTIFIER - v `Fafi -- -- -�' - Ia70-_ / / IRSlALL 12-FVC SCHED. Ao JR A-PD. EOUAL 'All OF LATEST CHANCE TO THIS MAP ,-./ L �- - ^�'�F --- -_ ----�-- t65 - --__-1/65 Jam/ / l (- / ® RISTALL I'PERFORATED PVC SCHEA IO FOR WALL SUBDRALV PER DETAIL ON SHEET 1 06/20/05 BY:J.A.G. ' DATE OF THIS PLOT S- _ J\ �.-. ^ ---F� _ ~--- :j- Bo-�/ / ` .' ti-• 7EAAOYE INTERFERING PORTION OF£XLST.COAL ArTCN 01 18 O6 r r,Y !J 9Ti F lr-~� -^l -�r.� T Y-, a SPILLWAY PER DETAIL ON SHEET II i PA.'Nf ACCESS ROAD PER DETAIL ON SHEET I I y� 110IL (�V 2 LAYERS LSFCORATIYE SECURITY FENCE AMID GATE PER ( y � n AIATERML ' -� --� IANDSCAPF_PLANS ll BUJ o - ��00 CC'►'A ,s�r�'8 8. Zo __ E E E E No 5 DIAL USC AND GS BENCHMARK DISK IN CONCRETE HUNSAKER & ASSOCIATES CrYOF LAIC No. TWO WORKING AKWUMENT STAMPED D J07 1935, IS 38 FT WEST -�-A - --- - cnfESs`O'w( R v I N E ROUGH GRADING PLAN ' �� OF CENTERLINE CALIFORNIA HIGHWAY 74, 3JFT 'R�RV lfIFNIA w smv SP4LRRT ON tors 174,i2a Ind I77 RENIMED Nk~. BEFORE DAYS BEFORE Q DM 4Rt rir AnAO"MLLS AW n4LM OCK AWOL uuwc ALONG Lor 7e ADD 04U WOW LOrs � f PLANNING ENGINEERING ■ SURVEYING o DaDcus SNYOER R.CE ?so66 EIfP. 12/J1/03 arE TENTATNE TRACT N0. 30698 YOU DIG YOU DIG SOUTH OF POWER POLE 19J19 CWI, r,o d Ia.54 SLtC15 x 1C.N 74>M d pat � r---, �.....�,., ra 72E1F- ,+.: 5q;-,iti�: (vaB)s8s-o?' Q S.M AR.5 r Mow Err£aow ariNnow a4sw ro LOTS r+T r Ire Cr AACED rofAL SW NO ro r+ALL 5PW " NO. Z�6 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WTH THE!/EIGHT Of LLCM ABOVE S1A1,ON MARX I YETER. - --- TOLL FREE 1-800-T27-2800 AArsE POPrmR or IRAcr AND ADJVS*wsr wlD ELEw noru INOHEA fp wELA ACMELT APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SCALE; AS SHOWN �A�� P���r `- 0►A D s oe/as cc w swrtrs °} ST LAPS,AND A PER IT QtN BE ISSUED. THE CLURMAN COMPANY INC- — A PUBLIC SERVICE BY ELEV. 1a15.76 N4VD 88 "�'� 4URK BY lTAIE APPR. DALE �f Clvll � REAL ESTATE DEVELOPMENT UNDERGROUND SERME ALERT �M6�6S r osDA«F W.O. FOR F.l. ILiND. 611�!!4 OOIIIRY -ZY"T Afd DATE:DECFAIRR 200] ASS LYlden Street,494-3 leecfi,G 12631 n< mA aSfAFE EVMOPV o- /IABMB R.C.E N0.8J15B 19A9149A-ITOT REAL EsurE avapvMrxr nglneenng _ rd_ ough rodinq r_ ht A. -ter -ice M. - - ---' - -- -� . I j I � L D T A TYPE 1 / \ 0100=1.1 cfs \ PASS17,P,ARK `� 0"D Xf 7 W \ 0100=0.7 cfs 1 TON, T=51" I Y100=1J fps 2 LAYERS FILTER \ 10'D X TW MA7FRfAL / \ sT f TON, T=51 Jp, 9 2 LAYERS FR.TER yc MATERIAL lie .�ASO I 14t10 / \ \ o • a _� - -- ROPoS ACCESS — _---- � TO PASSIVE PARK `J oo EXIST. FUEL MOOIFK:ATIOR- \ r / \ ROCK.GRANTED BY WHITE ROCK ACOUISI7fON CO.,LP, v _ 10 THE CLURWN CO.. INC W ^1 1 60 l DOC.12003-8782521� WIV T N EXIST. SLOPE BY WHITE R / ^. - I EOM. GRANTED CO., L WHITE ROCK` ,a I A - A I DONAIDTS. , C.P. TO / DOC.12 S. CLURYAN PER / l 1 ✓- i OOC.12fX1J-87B252 t �� O uj W CL be b , UIL o g y ALE: f SC u. C ' XIST.FUEL MoolrrcA oN 1 + J 0 EOM. GRANTED BY Wl1��I-. � + ` R-a I � h ' � IPOCK ACOUISIIfON COL.P.' , IJ a i TO THE CLURCAN 210 l, INC i r N V ( V I I ^ DOC./1003-87✓l1321 , I \ ( a / N o t 1 t t P E. 3'P•UE. J PER DETAIL ON SHEET J MAP DATE IDENTIFIER a'�I I �' 1 0l"'I a� '.'. I DowM DRARV PER DErAk oM a DATE OF IA CHANGE TO THIS Una 6 BENCH t TERRACE DRAIN / O,OjF4AevO�! SEE SHEET N O . 8 4O II'BENCH A TERRACE DRAIN PER Of7All ON SHEET S 06/20 05 EY:J.A.G. 0 9 DATE OF THIS PLOT v,op� f9�4q. 07 SPLASH WALL PER DETAIL ON SHEET J 01 18 06 m O RIP-RAP PER DETAIL ON SHEET 3 !4 4 UTILITY V-DITCH PER DETAIL ON SHEET J TT +� C Vx. �� 1O REMOVE INTERFERING PORTION OF EXIST. CONC. DITCH \— II 11 ll G +III E R �'ForeA�FOP CCC/JJJ jlLyJJ 4 l HUNSAKER & ASSOCIATES UTM���� ��140. f ,;SC AND GS BENCHMARK DISK IN CONCRETE of csS, ROUGH GRADING PLAN DIAL TWO WORKING MONUMENT STAMPED D 307 19J5, IS 38 FT WES_ —-- E,oQ Fs s o'Y*c R V I : E BEFORE DAYS BEFORE OF CENTERLINE CALIFORNIA HIGHWAY 74, 33F7 a PANNING ENGINEERING SURVEYING YOU DIG YOU DIG SOUTH OF POWER POLE 19319 CWT. m 249 ooucLAs sxYDER R.C.E. 24(16B EXP. I2/J1/os AAiE n•ee�ugnee vne. CA•9_F'O (949)sBS-IOIEO (949)581-0' TENTATIVE TRACT NO. 30698 HEIGHT OF LIGHT ADM STATION MARK i METE... - _ '1 a 68 THESE PLANS HAVE'BEEN REVTEW£D FOR COMPLIANCE WITH THE PWAM fY>R G NO'240/Da PLAN SHEET OF SIiTS. _ TOLL FREE 1-800-227-2600 &M POR00h ar TWr AND AwT Mosr PAD EtEwnorrs n yLv ro map Acwnrt APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SGI=il THE CLURMAN COMPANY INC. ELEV 1425.76 NAVD 88 7 0.5. 06 FAR *0W rMueeE Au Swfff& `? � STATE LAWS,AND A PERMIT CAN BE ISSUED. _ A PUBLIC SERVICE BY ffARK BY DATE �pR_ DAB �lf,�lY 1lF REAL ESTATE DEVELOPMENT W.O. F� F.E, FILE NO. UNDERGROUND SERVICE ALERT IKKSIOIIS cA�I ()ATL• 43S Linden SVNt,Lyuna BNch,U 9i671 E74C4NFFA OOIMTY KEN SEUMV.O R.C.E N0.58913 (949)494-1707 F:\0053\Engineering\TR-3CJ598\Grd-RoughGrad ng��rd_'htJ A.dwg L 0 A TYPE f 0100=1 '(s v 1 5 fps 'D X 7 I To rE -51 RS FILTER NA TEMAL /4 <1 COFW juRLWfCTIONAL 4 /J \ LAM(TS Ago- -ism SID .............. S\ s— 2.1 550 1495\ 1530 ESMT FUEyQ1L i—-_1 1Do '� / N AT ROCK ACOW ByWN., "' ,j - TO THE CLU=NC�W ' OOC.12003-87825211--,l a, 0 IV/ __.T. SLOPE CO I EWT. G"NTED BY WHITE ROCr----� L.P. TO li O_AY q I ACOWSITION CO., x, DONALD I CLURMAN PER 10- DOC.12003-878252 ' � � � 1 I � Q/ ` 1 �0. LLI b I , ` 1 \, O '� / ............ _ __ I i 1 LU t CL go! Do lob( Ix 7 IL 4A z�%_411 A -1 0 1. I EXIST'FUEL 17 a I ESAfT. GRA-im.-cROCK ACOth..COL.P. TO THE allRWAAI CO INC DOC.,02003-8782521 O , VO 1 „� I.zi� Q. -a' J;74 MAP DATE IDENTIFIER C% DATE OF LATEST CHANCE TO THIS MAP 0 CTM NOM 6/20/05 BY:J.A.G. 11 E E S H E E T N O . -CONSTRL -RAP PER DETAIL ON SHEET 3 DATE OF TMS PLOT DOWN MW PER DETAIL ON 9W 3 RIP SCALE T' a 4W 01/18/06 6'BENCH& TERRACE DRAIN PER DETAIL ON SHEET 3 unury v-Dircm PER DETAIL ON SHEET 3 No 38474 12'BENCH& TERRACE DRAIN PER DETAIL ON SHEET 3 REMOVE INTERFERING PORTION Of EXIST. CONC. DITCH CA00 vusm WALL PER DETAIL ON SHEET 3 1 t v ��Z/zo E R T o crry oF LAKE asmm,-' USC AND CS BENCHMARK DESK IN CONCRETE ss' HUNSAKER & ASSOCIATES -.0 DIAL WORKING MONUMENT STAMPED D 307 1935. IS 36 FT WEST N E RO"GRWNG PLM TWO BEFORE DAYS BEFORE Of CENTERLINE CALIFORNIA HIGHWAY 74, JWr NNING ENGI A SURVEYING 7A NEERING SOUTH 24,J25. 126&127 DMaAS SNYVER R.C.E 24068 EXP. 12131103 DIA If LA .. ".- _ c7.'PH f949)583-1@1[7� �949)583-0- YOU P"'A"ON L07S I �*"lAy. TEWATM TIRACT NO. 30698 YOU DIG DIG OF POWER POLE 19JI9 CWT. DAI 111111 RR&t7Aa^CA�TfDWaUMSmWnM PftMUS`EDS8ACX ROWN Gft0LNG ALONG LOT 79 ADO WALL BELOW�O?S G 'A A� 110&t09 SIT SNECTS.10L 5C,"7A&10A NO. 24068 -PLANS HAVE BEEN RE14EWO FOR COMPLIANCE WITH THE FOR HEIGHT OF LIGHT ABOVE STATION MARK I METER. 12/31� THESE Po"AJIED PLM SHUT TOLL FREE 1-800-227-2600 DS GS/05 PAGE wrov OF TRiCt AND AWW WOSt PAD ELEW74NS MtW;?TO WIP ACAnT APPROPR14TE CONOf701VS OF DEVELOPMENT AND/OR CITY AND SCALE: — 92651 I OF sm �L_ OAPT WWA MANGE. ANJ ALL SNrm STATE LAW%AND A PERMIT GW BE ISSUED. 7�4E CLURA"COMPANY INC. W.O. MD. A PUBLIC SERVICE BY ELEV. 1425.76 NAVV 88 mw fff DATE APPR. DATE ESTATT DEVELOPWN'T SERVICE ALERT D: d-Lw�,LAI—Beach,CA 92 UNDERGROUND Abi SELAWO RCF__k0. 56915 455 Linden 1949)49�3 707 651 1 pm 17ci-�JL F:\DU53\Lngineering\TR-3D69tl\Grd-R Bug h(;rading\Grd-Sht07A.dwg _J_ - I .] , fROCx ACQUISITION B W�P. l I b1 v Q W `-' ( 1 •I J'- ^ TO THE CLURMAN Co INC J^ CONSTRUCTION RV NOTES Gi `\ DOC./2003-878252 Q 1 I ` Q I INSTADETAIL ONRITMTED PVC SCNED. AD FOR WALL SUBDRQN PER SHUT 2 O t REMOVE INTfRFEM NCPCRiroN Of I. CONC. DITCH SPILLWAY PER DE7Af1 ON SHEET f f BASIN ACCESS ROAD PER DETAIL ON SHEET t I I I 1 OL 0. +` `, � bECORATIVE SECURITY FENCE AND GATE PER N ,r 1 I I I , EXIST.SLOPE CONSTWHIT R I - - - -- M b3 � I I I LANDSCAPE PUNS / ( ACQUISITION GRANTED CO., wNrO ROCK \ � /�, i • \ � .1 - � I / , I IL'Of1fSlIIDN , L.P. ftf -. �` DONALD S. CLURMAN PER I \ zi 'I DOG./LOOS-878250 " coo 14 525 LIN 1 • rI f I � � / 1 �A A 1 / o L7� ' !�M��.•„-N _ 'Im IA 1 EXIST. FUEL MODE XAWN ` .` • ,BC. - _ �..."� f Ate- 1 I r 4.E ESML GRANTED BY WHITE I / J' - a• 1 p- 53 ROCK ACQUISITION CO., LP. . �7!ACJ °� Nv' . _ - 1 TO DONALD S. CLUR61ANAz / Y `:,� - -L--- t 1 �0.9 - _ - - -- `Ifl /I - �{ `�'1 1 p-1525'� 6 Z pa SfTB,1C'( LINE 1 1--- p-f 520.5 I- 1303.3 I p- p- 1309.3 I� p-f 514.9 I ► II I p -499.0 I p-1496.8 n! 1 --- - � I I 1� 1513- ,Y I 1 II, EXIST. SLOPE CONSTRUCTION ' -}316 W �_✓ -1��__ _ - +, \.. I ESMT, GRANTED BY wHLTE Roc +� \ \ ACQUIWION CO., LP. TO W ?:1 +^'1 " DONALD S. MAN PER �\ P-1s10.o P-tsr 1 `" II 27\ �zBD 2b� 24 29 �22 2f 20 \+ " P-1485.1 P-1484.7 P-1484.7 P-1485.7 P-1488.2 P-1492.2 P-1498.0 P-1505.5 I W y 1 - r r I P-f185. ••I P-1487.3 I P-149l.5 I h P-1497.0 � P-1505.0 1 P-13f0.2 � P-1S11.7 f 0 1 2OWC 20' I 12 C9� vapFE9&pN I I '�I I I I / I 1 �,op,,1 MAyE,A+r� \ I i� Ih �t�•-, � I /® of s r t 7F 0[CAI,�fp� \ � --.-_ --__ > MAP DATE IDENTIFIER \\ ~� � EXIST.GRANTED BY lr'E1DNaocx I` I \ ST GATL OF LATEST CHMGE TO THIS MAP +� I��ynnB {IJ ACOU131110N CO., LP. To 06/20/05 BY:J.A.G. DONALD S. CLURWN SCALE C, DATE OF THIS PLOT I \\\✓✓✓i DOC./2005-878250 / I I I �D �CA/ �yAL.G. Ta CLU01 18 06 /` \ URMANPE WC./ 3- 249 R JJ 1' � l1I E 11BENCHMAW ��� - ELSIN01m USC AND GS BENCHMARK DISK IN CONCRETE aptESsf HUNSAKER & ASSOCIATES DIAL TWO WORKING MONUM£NT STAMPED D 307 1935, S 36 FT WEST - oP As SN�WT R V N E ROUGH GR�IDING PLAN �� BEFORE DAYS BEFORE OF CENTERLINE CALIFORNIA HIGHWAY 74. 33FT �� r PLANNING a ENGINEERING • SURVEYINi >n DDUCLAS sNrDER R.c.£. 24068 FXP. 12�31�05 raaTE c ) TENTATIVE TRACT NO. 30698 YOU DIG YOU DIG S(N7TN OF POWER POLE 19319 CWT. vvne, CA 92616H: 949)583-t81me 9a9 583-0 NO. 24068 GM. A A I ADDED WENDED DFTENDON BLSW TO LOT If.O Q"D TOTAL SW kV TO 11 ALL SHT " THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE in TOLL FREE 1-SM-227-2600 HEIGHT OF LIGHT ABOVE STATION MARK i METER. RNSE PORTpy OF TIBICT AND AD)Sr 605T PAD ELEYATxwS hVCWR TO HELP ACIAYYE a F+P 1vS1ro6 ' APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SCAM: AS SHOM �A�FORPLM SHEET 0.5. f.V+DefBW BUAIC'E ALL SHEETX �? S STATE LAWS,AND A PERMIT GIN BE ISSUED. THE CLURAIAH COMPANY INC. A PUBLIC SFRVICE BY ELEV. 1425.76 N4VD 88 MARK O, DAB APPR �� +rf clvlt REAL ESTATE DEVELOPMENT W.O. FOR F.B. ru UNDERGROUND SERVICE ALERT ! � COMtTI/ a cAL�t KEN S£UNMLO R.C.E. NO. 56915 DATE DECEAU l 2003 455 Llnde S~,L.yu 1706s h,CA 92651 784_8 tt� N.vt. 1 q-(949 I RQ.Z', F: 005 Engineering TR-3 rd_ Ough rpdinq rd_ h J .dwg EROSION CONTROL GENERAL NOTES SEE SHEET NO . 10 A IN CASE OF EMERGENCY, CALL DON CLURMAN AT (949)310-457J B. THE UNDERSIGNED CIVIL ENGINEER WILL REVIEW PLACEMENT OF EROSION CONTROL AND INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLANS. fl I 12130106 DOUGLAS SNYDER RC£24068 EXP DATE C. A STANDBY CRAW FOR EMERGENCY WORK SHALL BE AVAILABLE A7 ALL TIMES DURING THE RAHV1'SEASON, OCTOB£R IS I' '`�' THROUGH APRIL 15. NECESSARY MATER14LS SHAM BE AVAILABLE ONSITE AND STOCKPILED AT CONVENIENT LOCATIONS TO i _ I r1. `-''r �� p ��pp,00 FACILITATE RAPIDDAM CONSTRUCTION OF TEMPORARY D OR TO ITA e i'-••"'••• REPAIR ANY DAMAGED EROSION CONTROL MEASURESS WHEN RAIN IS IMMINENT. • _'t-I- --- i ` a 4 i 7, V F \\ D. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER. it I r•w• \ E. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES I 8 F SHOWN SHALL BE IN PUCE AT THE END OF EACH WORKING DAY WHEN THE FIVE DAY RAIN PROB4BIUTY FORECAST EXCEEDS 40 I �{ PERCENT I w f�F. AFTER A RAINSTORM,ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILTINC BASINS. ANY • \ GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDMTELY REPAIRED. C. FILL SLOPES AT THE TRACT PERIMETER MUST GRAIN AWAY i \ C �+^• , ' FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH •. ♦ :r. ,I WORKING DAY. ^ H. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE POSTED A ON THE SITE TO PREVENT PUBLIC TRESPASS INTO AREA WHERE WATER IS IMPOUNDED WHENEVER THE DEPTH EXCEEDS TWO FEET \4 OR CREATES A H4ZAROOUS CONDITION. A A e ► • d '�wI wwj j C 1 1 ENGIGEEA'S NOTES AND LEGEND C) �'' 4•t / +, w Mw�• INDICATES STRAW WATTLES -\\ `'" �� A e ' INDICATES GRAVEL OR SAND FILLED BAGS r. 4 INDICATES SILT FENCE AS NOTED � � • i. 'I. 4.•,! 000000 INDICATES FIBER ROLL AS NOTED FLOW INDICATES DIRECTION OF FLOW \� I fl. INDICATES STABILIZED CONSTRUCTION ENTRANCE AS SHOWN HEREON. . HP INDICATES HIGH POINT /� ,4r• er • - t_ A a t 4 e �� LP INDICATES LOW POINT /. It ([�/ • w�Y�r a' ; ` �a. a t~ // ALL SLOPES TO BE PROTECTED FROM EROSION BY HYDRO-MULCH SEED MIX AS SPECIFIED BY DEVELOPER AND APPROVED BY THE COUNTY OF RIVERSIDE ►+wy , A. V10M Comm Coms"IXTION NOTES /� X STREET STRAW WATTLE PER DETAIL ON SHEET f0 jFLO� °TYPICAL STREET SECTION PER DETAIL ON SHEET !0 / •� t ' r t� ! ___ ,. © CHECKDAM PER DETAIL ON SHEET 10 / w QD SILT FENCE PER DETAIL ON SHEET 10 QQ STABILIZED CONTRUCTION ENTRANCE PER DETAIL ON SHEET 10 \ • I� I , QF TYPICAL FIBER ROLL INSTALLATION PER DETAIL HEREON LI MAP DATE IDENTIFIER ��'� -----------------�� J DATE OF LATEST CHANGE TO THIS AMP 06/20/05 BY:J DATE OF THIS PLOT _ — I \ -- z // i SyALi. 17V u 38474 • DIG I1� 1, E R T f CN+1_C•1 '�EFCAL%F DIAL USC AND GS BENCHMARK DISK IN CONCRETE poTESSE �N y •u HUNSAKER & ASSOCIATES ��� AND TWO WORKING MONUMENT STAMPED D 307 19,35, IS JB FT WEST ADDED fxTCNDEO A[ftNTGN 61tSw5 ro LOTS 114.I'fS, T16 a 127 AND LOT I1 REWORD R K' 1 R V 1 N L: CWTU l•RADIAN BEFORE DAYS BEFORE OF CENTERLINE GUJFORNM HIGHWAY 74, 33FT It GM �x I �m ERW 107 119 aw4m TOTAL sNr Nv ro II µL SNr : 09f� DOl1G1AS SNYDER RC£.24068 £XP. f?/J1/OS lM7E PLANNING ENGINEERING • SURFVEYING 9� YOU DIG SOUTH OF POWER POLE 19319 CWT. Three Hughes Irvine, CA•92010H� (949)583-101Dx (949)583-079 ,GNTAI 9�E' TRAC 1 NO 30698 ' DS 0,7/D6 N0. 2A068 THESE PLANS HAVE BEEN REVIEWED FOR COMPL14MCE WITH THE 3♦- '� YOU DIG /i cL'MRtArE%W DCTENT"1x9Ns Lors I/AND T 1d.SW*PERWAMCNr WATER awUTY 94sm V A 'L\ [C7 Ir9 SIEE75 7,9 Anyl 10 HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. OF AD ELEWT)06 M;qR TO NELy Aclyf4T t2/31/05 ' APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND KALE:ASpgW � pa PLM SHUT OF frtf, TOLL FREE "41 1-BDO-227-2800 !1 D.s 06 05 E&WTHwoRRK�&,LAAACC.A t VtM sr.nsr° . STATE LAWS,AND A PERMIT CAN BE ISSUED. THE CLIAWANCONFANYNC. W.Q A PUBLIC SER VC BY [LEY. 14?3.76 NAND I'iB �� hyll. --- MARK BY DATE TAPIR DATE �F V- NEX ESTATE DEVELOPMEKT --- UNDERGROUND SERVI( ALERT lNgfO orCAL1° pA� ASS LIr11leTI Street,LAy1eLe leech.CA92L71 761-6 RE C[tARNAEr LOYPAM'mt. KEN S£UM1L0 R.C.f. M0. 569T3 (949)494.3707 REAL ESTATE DEKLOPHLMT ngineenng _ rd_ ough rdding rd_ hl .dwg EROSION CONTROL GENERAL NOTES SEE SHEET N O 10 A. IN CASE OF EMERGENCY, CALL DON CLURMAN N AT (949)310-1573 B. THE UNDERSJGNED CIVIL ENGINEER WILL RENEW PLACEMENT --- - — - OF EROSILMf CONTROL AND INSURE R44T WORK IS IN — - - ACCORDANCE WITH THE APPROVED PUNS. 12/30/06 - DOfIGLAS SNYDER RCE 14068 IXP DATE ` / `-�.•,�\1 � I� . A STANDBY CREW FOR EMERGENCY WORK SHALL BE Ff AVAILABLE AT ALL flNf$DURING THE RAINY SEASON, OCTOBER IS � THROUGH APRIL 15. NECESSARY A64TFRIALS SHALL BE AVAILABLE '' I ONSITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY"SES OR TO ISIMMINENT REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN - 2 � • ��-I I � � .c.tr.Q�l' A e / .,. "' FP'� D. EROSION CONTROL DEVICES SILALL NOT BE MOVED OR �' I ♦ / "` _ -- . \ MODIF7ED WITHOUT THE APPROVAL OF THE CITY ENGINEER. E ALL REMOVABLE PROTECTIVE EROSION CONTROL DENCfS SHOWN SHALL BE IN PUCE AT THE END OF EACH WORKING DAY WHEN THE FIVE DAY RAIN PROBABILITY FORE-CAST EXCEEDS 40 I F 1 PERCENT F. AFTER A RAINSTORM,ALL SILT AND DEBRIS SHALL 8E �•,,, � REMOVED FROM CHECK BERMS AND DESIL77NG DA • - SINS.ANY • ; I I '} GRADED SLOPE SURFACE PROTECTION MEASURES DAAl4CE0 DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. .` G. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY � 9, FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH ! i WORKING LAY. H. THE CONTRACTOR SHALL. BE RESPONSIBLE AND NAVE POSTED ON THE SITE TO PREVENT PUBLIC TRESPASS INTO AREA WHERE J / WATER 15 IMPOUNDED WHENEVER THE DEPTH EXCEEDS TWO FEET OR CREIrES A H4ZARDOUS CONDf170N. ENGHEM's pores AND LEGEND --..ww.. INDICATES STRAW WATTLES F - ® INDICATES GRAVEL OR SAND FILLED BAGS � •• f'� I r l� f INDICATES SILT FENCE AS NOTED A e I 000000 INDICATES FIBER ROLL AS NOTED FLOW ( . , ,. . INDICATES DIRECTION OF FLOW I + INDICATES STABILIZED CONSTRUCTION ENTRANCE AS SHOWN HEREON c. ��, Irv HP INDICATES HIGH POINT I r r A e� r �, 61. LP INDICATES LOW POINT - •t•, ° >' -,,, t ,1>' -< 9 E I I ALL SLOPES TO 8f P 1 t t ROT£CT£ FROM EROSION BY HYDRO-MULCH • I / • `4 SEED MIX AS SPECIFIED BY DEVELOPER AND APPROVED 8Y THE • � COUNTY OF RIVERSIDE, ( I r w„ I + I p I i � \• A e I I I WPM CONTROL NOTU \ I' Ae / O STREET STRAW WATTLE PER DEIATL ON SHEET 10 - I ` t I // \ ` j s f10W o �i ; 1 O TYPICAL STREET SECTION PER DETML ON SHEET 10 �\• / A.Pi o , ; ♦ ` / © lo CHECKDAM PER DETAIL ON SHEET 10 'y r` � _ A. M 9 I OD SILT FENCE PER DETAIL ON SHEET ]D X t STABILIZED CONTRUCIlON ENTRANCE PER DETAIL ON SHEET tO O TYPICAL FIBER ROLL INSTALIA17ON PER DETAIL HEREON �/ • r , f MAP DATE IDENTIFIER � --- �� -�---- Ir OATS OF LATEST CRANGE TO TAMS NAP '� �T 06/20/05 BY:J.A.G. � � � —------------------� DATE OF THIS PLOT ••p°E•$ION 06 iNo 74 \ / -- - ---- - - -- � a SCALE ♦' sea P ILA ll �JJ 444 'mi 84. Winn / R T VD11 gF.LU rED OrrINNON B.S.SAYL•Ar ON LOR rah. ral. ra6 tr ra7.REVOKO IMLK•,/r, DIAL USC AND GS BENCHMARK DESK!N CONCRETE RErA9aNG w4i5 ym FU LED a.0 ROVK��A Ka+c LOT>e.A9D rAu 6ciaw tors 9� DWO WORKING MONUMENT STAMPED D 307 f 935, ♦5.re FT WESTTO tr'O' s,azTs as sc,6A Ie.9e tr raA l -t ® H U N S A K E R ASSOCIATES �Y ELSNrOR! �r No. BEFORE DAYS BEFORE OF CENTERLINE fA(JFORNu 1fIGHWAY 74, 3JFT AceEo ExlE7m[o orrE4nw ersPs ro Lon,a4 ras Las t raa A4p Lor rr oP�OfSSS�0wYOU DIG YOU DIC SOUTH OF POWER POLE t93/9 CWTatisM GA7y LW I79 CkNvW S LOSMNOro , At40`ta / R V NE yysrcrRMerE mis.A:[NrAON g��y5 Lors,r AND r+8.Srgw yr s t' DOUGLAS SNYDER R.C.E. 240M EXP. 1213VW W/E PLANNING ENGINEERING • r �+�v.7sA1/n TOLL FREE HEIGHT OF LM,HT ABOVE$TA TI(N!MARK 1 METER Lor iry yk.Ers s,9 AW Io R 4r w"'Fo Daum 9ASM `-' �f„ Tn.ee Hugnee iNNI CA•926 EN (EEIR SB,r-701ppt• (q49)YING t �-BLp �7-z6ao NO s4069 TENTATNE TRACT NO. 30698 .wusc PORtMAY fX rRRcl A4D Aawsr 4osr Pa ntYMnorvs NltaEp m rEty,rcLVE E u•.+a/s,/as z T7IfS£PLWS hNVE BEEN RENEM'EDOMPLIANCE W11H 1H£A PUBLIC;SERN( BY ELEV. 14?5.76 NAVD BB 10 Nwoie.Iaunrr.au spurs APPROPRIATE CONDITIONS OF OPMEM AND/OR CRY AND UNDERGROUND SERVICE ALERT MARK BY DI X"M Asb10M111 PIAVA�FOR OID•� �WION{ APPR. DATE �rf or cA�r ' STA LAWS, AND A P£Ry1T BE ISSUED. THE CLUMANM COMPANY INC. 0, COI�rrY 11'J...a✓ tf'-$�Lh REM ESTATE DEVELOPMENT W.O. FOR ..fIAMAi4� R.C-f. NO.�If'S^ �s(� �- DATE:DEfI�2M 455 LYM•n StrM,L•Nna E••ch,G 9t6S1 Tar-e Ira uLMr4w aimavr Mc. I•,• -. - _ WASA/ NAa16 f949)494-3707 ,:\Uulj\L Ru rsu e aeeaov4lNr +( - ngineenng _30 GrC_ ough rO ,ng ro_ ht A.dwg 100'MAX(SEE NOTE 2) 9 OINEER'S NOTES AND LEQEW ���• INDICATES STRAW WATnES b' MIN STRAW WATTLE SPACING FOR VEHICLE ACCESS PfR DETAIL INDICATES GRAVEL OR SAND FILLED BAGS OIREC77ON OF W 75X OF INDICATES SILT FENCE A5 NOTED STREET FLOW ROADBED WIDTH w W X F.L. 000000 INDICATES FIBER ROLL AS NOTED >t� STRAW WATTLE P 20,-30, 5, FLOW INDICATES DIREC77ON OF FLOW w PER DETAIL 81 MIN R 41'-S0 .9. INDICATES STABILIZED CONSTRUCTION ENTRANCE AS SHOWN HEREON- 5 1'-60' 10.5' 61-70 12 HP INDICATES HIGH POINT A sCAI.E: ter 80' STREET STRAW WATTLE DETAIL LP INDICATES LOW POINT NOTES: jyp ALL SLOPES TO BE PROTECTED FROM EROSION BY NYDRO-MULCH w.r eATrLts TO er xLiaem RIrN]TNfEs AT nun Aw six.R rmr aw avlEw. — _ _ — = D SEED MIX AS SPECIFIED BY DEVELOPER AND APPROVED BY THE COUNTY OF RIVERSIDE. '. «ce 'w TS=s2C.Tv�ow`ar�i nc Avwo�.Fo0MUZZ O a MIM S..IVArrtcs- nrt STAM]1RD OETAM1 S Of MOT AS SW ON THE ARPRaYED EROSO-coAnwL R.W. TYPICAL STREET CROSS SECTION o F •AC6M OR ROpS OF 61RAW WATTIM NOT 70 SCALE sLaft 0E STREET AV"STREET LNA14[D STFF£T in OR AlOW so O T 76R r0 6R pp UESS D F � IYSTiiIt fi®f1P Aan J•MIN,OPENING HETKEEN ...a" � J ALM A LEM CO~. BAGS ON W ROW I . E�0610N CONnM CONSTRUCTION MOM F _ J T8 JYP QA STREET STRAW WATTLE PER DETAIL HEREON O TYPICAL STREET SECTION PER DETAIL HEREON I I ��e D' --• M OLL INSTALL A FISM ROLL NEAR SECWN D'-D' ©CHECKDAM PER DETAIL HEREON -f A - SLOPE WHERE n TRANS7T7ON5 FACE RE AL SLOPE ♦ \ VARIES BETWEEN + INTO A STEEPER SLOPE OD SILT FENCE PER DETAIL HEREON I �� I A _ _ _ f0'AND 20' 1 CHECKDAM DETAIL QE STABILIZED CONTRUCnON ENTRANCE PER DETAIL HEREON i �'� &_ tTLTER ROLL NOT TO sGuf �• 4'y 6'uIN Q TYPICAL FIBER ROLL INSTALLATION PER DETAIL HEREON ,�, ,i .w AL 3"R _a1_. GRAVEL BAGS ARE ENCOURAGED OVER THE USE OF SANDBAGS AND MAY BE REOINRED • • W_ !N AREAS WHICH ARE PART7CUURLY SENSITIVE 10 SEDIMENT DEPOSITION. %4 1. TINS STANDARD OE7AK SHALL BE USED AS SHOWN ON THE APPROVED EROSION CONTROL PLAN I Lnt 109 �' TYPICAL FMIER ROLL INSTALLATION F 314'X 31e' AW SCALE _ _ WVDO STAKES MAX I'SPACING NOT TO SCALE Z-NETTING STAKE - _ F —FILTER FABRIC / WATER TOE IN FLOW •_ _ "� _ .50'wN ' I �` REINFORCING DUTY PERMIT AREA PUBLIC RIGHT-OF-WAY ' _I-4_ r-DOUBLE STICN T --DRAW CORD HEM , MEN !•-J'COARSE AGGREG TE— / 1 �'• PROVIDE APPROPRIATE TRANSITION 1� _ �-'-•.�� 1 FALTER fABPoC—// BETWEEN STA8IIZED CONSTRUCTION -vim I PRRQFJ� ENTRANCE 3 PUBLIC RIGHT-OF-WAY I POLYPROPYLENE FILTER FABRIC / PERlM AREA -w... .J•.,••�•� 00• RKAiT—OOF--RWY _I \ �'. J< �ycL' A ♦// I \ ARDW000 STAKE r_C_- SLT FENCE DETAIL TELIP. GRIDED SIAURgdy I I �'"• ~/ �. \ F \ No SCALE STABILIZED CONSMUC770N ENTRANCE SPECIFlCAWAS (�F 1. rHE S/d TFR(4 FOR CLwsfRUC110M OF THE PAD S141L B£ r TO J INCH COARSE AGCREGI& 2. THE TMCKNESs OF rNE PAD swu NOT BC LE . SS THAN a INCHES. 3. THE WIDTH OF THE PAD SIIALL NOT BE LESS nNN JO' ;i .+� 1 •�. .�Jr \ A. THE LDoGn,OF THE PAD SHALL BE AS REQUIRED,BUT HOT IF55 JHW SO EEET. , ME PAD AND SUMP AREA SNAILL BE UNDERIAW WRH RLTER FABRIC. II I I /L MAP DATE IDENTIFIER STABL M CONSTRUCTION ENTRANCE DATE OF LATEST CHANGE TO THIS MAP E II ' NO SCALE 06/20/05 BY:J.A.G. caorE66rp \ �....• •"'� A II I \ DATE OF THIS PLOT p 'MA r 4,F �> n NIT SMTA III }T104SEE SHEET NO . 9 iL! 1L ff v/ awn ,,per ` p I 7p OR CALK" �G a-��4L ZO 11 IaLOurtD DETENWN BLS,W SR U MPY ON LOTS 124, r25. r26 f 127 ftVMV 6wRIMT. PREPARED 9Y H U N S A K E R & ASSOCIATES arY OF LAKE�� 1 �T No. . w�. DU 211 RE/AAwRG WILLS AND v1A1ED 61ER RtlDfAI GMOmG ALONG Lot 76 ADD Iqu BELOW 4015 Pt �} (.t13 10 A C USC AND CS BENCH6NRK DISK IN CONCRETE Ito a 109 SEE s,Errs 2a sc,6A 7A 96 a ra YT1 0—All. oqA,,,�� 1 R V I N E Q�05�QN CONTROL PLAN DIAL TWO WORKING MONUMENT STAMPED D 307 1935, IS 38 FT WEST All"EYRNAED Dr"T)Dh BASIN TO LOTS I17 A Ire AD LOTS TN RAN r27 r� OF CENTERUNE CALIFORNIA HIGHWAY 74, 33FT Gu ♦u'3.1 REMOVED&SSW FROM'or fro CHANGED roTAL sNr No ro rI Au sllr q"`� PLANNING - ENGINEERING - SURVEYING BEFORE DAYS BEFORE 4 DOUGLAS SNIDER R.C.E. 2I068 EXP. f2/3}/03 f]ATE hree Hu es VNe. CA 92618H: 9A9 5B3-161EK: (9A9 583-075SOUTH OF POWER POLE 19379 CWT. 9* c > > TENTATIVE TRACT NO. 30698YOU DIG YDU OIG Lot(r E 7[L6' O.9 AND eA5W5 LOTS rt Amp Ire.SfIOI1 P£AyANEM IML7ER OWA,n BASIN 5. OS/O6 Lor Ires1[rrs s,a Anv oo e �' THESE PLANS HAVE BEEN RENEWED FOR COMPLUNCE WITHTOLL FREE 1-000-227-2600 HEIGHT OF LIGHT ABOVE S7AnON MARK I METER. Q oe /R1iSE KwIA7N 0E gNDT AND AausT uov PAD ELETaT10N'S HCurER TO HELP AbYEVE APPROPRIATE CONDITIONS Of DEVELOPMENT ANO OR Cftt AND SlJIIL: AS SMOWM ��'�'IEET OFD S. 06/OS EARTMYOAx BALANCE,Au SNEFrs CAN BE ISSUED. THE CLURMAN COMPANY INCA PUBLIC SERVICE BY ELEV. 1425.76 NAVD 88 bmw By �� DATEREAL ESTATE DEVELOPMENTW.O. FOIL F.L. Fllt NO. UNDERGROUND SERVICE ALERT REVISIONS s 6�i `�— -2N^7�t6 PATE;pECFMon 2001 a55 Und-St t.L.y—5—h,CA 92637 �s.-s THE allRA v mraANr mwC'. I t OI�� COIMIT IMLA4 R.C.E. NO.A�FS" (919)A9A•]707 REAL ESTATE DEVELOPYDIT Wool 1+48Ia ngineering _ rd_ oughGrading Grd-Shf70A.dwg CONSTRUCTION NOTES FOR PAVED DRAINAGE DEVICES: 1. APPROVED M4TER41L FOR CONSTRUCfX N OF DEVICE IS EITHER 3'CONC. W/NO. 3 SARS ����A COVER3'SASE REDWQ7D HEADER p[(j/Q���IIII101�011�Idl71G� O F2'O.C. OR APP'D EQUAL. ALL S27ES rYP 1. INSPECTION OF CR40ED SWALE IS REQUIRED PRIOR TO INSTALLATION OF PAVING. 3. GROUND SHALL BE PRE-WET TO THE SATISFACTION OF THE BUILDING OFFICAL OR ENGINEER PRIOR TO PLACEMENT OF CONCRETE. M•C ACCESS ROAD 4. PAVED DEVICE SHALL BE CURED WITH A MOISTURE LOSS RETARDANT CURING COMPOUND. Z� N.TTS 5, PUMPCRETE IS AN ACCEPTABLE SUBSTITUTE FOR GUNITE. 6. CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSION STRENGTH AT 28 DAYS OF 2500 P.S.I. CONCRETE MAY BE PNEUM/TIC4LLY PLACED AND SHALL CONFORM TO SECTION 2621 OF THE UNIFORM BUILDING CODE. 7. ANCHORS SHALL BE CONSTRUCTED IN ACCORDANCE 41TH STANDARD PLAN 1321 (SHEET 2) WHEN SLOPE EQUALS OR EXCEEDS 2.1. PER PLAN FlM'ygp OR CRA8t.5W#fAGE PROPOSED P4 FxWr � pRA14AOE 5TRUtnNPE - -- - i CUTOFF"A t S _6u7u•• IN TFR BCAD•NF S,ONF DR G[U TCChNiCAG FNTEft FAGiR.' / irA RE A-R0,,EO eY[JTY F..WER _1 STONE GRADATION srar '.LAR[iCR THAN IA-rq. P-t ^� im L RIP-RAP DETAIL - V E � NTS. Z RP RAP ShALI JOIN FX/STING GROUND f w LINE PER DETAIL HEREON r SMAV-}- PERPL4N I_ TOP OF BASIN SLOPE ELEV PER PLAN S 5 M8N VARIES_ 4'MIN /TI _PEAPUN Z MIN_ 2MW. TOP OF AS SLOPE fLEV PER PLAN GONE S Rw-RAP _ $IONS$IZf 7-TO a' fl -0.0050 �' f rMOY� 2Mw . zMfN l \ FLAIR Rw-RAP OUT TO _ B'TMCKRIPRAP I - FLOW LINE f �` 8r - — ST0NFS/ZE2'TO4• RIP-RAP PER DE fan HEREOw •" j 1 .'- Ste. 1N 80T7OM1• ,�AD� �. tf.. X1W EXISTGROUND) EXISTING • • a • 1SHEU NAR�E$ V4R/ES J GROUM7 - •� • .:- .:'••• _,� ,< 7h\ �. STREET i Y \ IT'S J CUT-OFF WALL 8*T1'7.� �a`•• LC SIN BOTTOM�j�_ '�� /� E' // 7M1NN TYP - • •.J '_\:' /ZbwS - L__j� _ • Flf7ER FABRIC j . �� •• • *• • Ih� ` CUTOFF WALL 6' + • - • f / -- ANCHORS StLA1t BE CONSJAUCTFD I MIN 7YP • •� AT t0'SPACNuG MAXIMUM f. • ' • - 7 MIN TYP - L.. • n�'I _ . + A 28'MIN �» / A ,.• . FIL TER FABRIC 7MIN "--_ :r - E .'• •� • p. � a _�'� � _ V�:.-� '.A _ '• •' � SEE Rw•RAP DE TAIL HEREON • SECTION C-C •• D�• ..:�A••• 3 AA ~z ID TOPOF&ISW v'S �yA�BIES'-'I .:••• • • AVARiE51 +' 2 SECTION B-B • . . !• - - . ' -' •4 ` - _ .:�_.-- a . .mot•-- '•-. a- �- - �• ;! ,:i• TOP OF BASIN _ PERPLAN _ iOP OFfl4SMl •• /•.• .• �7i • V• '.••'♦ ,•:/ a 1 2 TOP OF LLlSIN A 2.1•' 4 0 ••-: .• ..••. A iOP OF BASMl TOP BASIN 2 PER PLAN TOP OF BASRI y SEF pDYlyTAMICrpNTprF5 �}. - -/ .• • •• • 'N.. fOPPAUEDDRAMA[1 1 4 / _ 9tE CON5IRUC!CN'NDILSV�+-i i• .. rpNMIFDdP4NMfl rxveesftrRLan - CUTOFFWAII a�.-.• 1 �•. _ orrcFSNrAra •' • - •- ` CUT-OFF WALL 7MAf TIP i ' . '.PSIYPUN' 7MLN TYP \ Y3 REBAR 9 18 0 C.EACH WAY SECTION D-D M3 RFBAR 18 I'-• + .•�-.� RAP-RAP SLOPE PROTECTION -, yo.G EACH WAY SECTION A-A PLAN 5'01N AROUND SPkI WAY M1 t NTS 19} EMERGENCY SPILLWAY \ f8 EMERGENCY SPILLWAY RIP-RAPSLOPEPROTECTOY O, - 3'MIN AROUND SPIDSPLLLLWAY PLAN N,5 � ��D R T affOFUMENWIM � DIAL MO ANDME GS BENCHMARK 7 1 5,CONS FIE QRpfVat,oti - 1YAD WORKING MONUMENT STAMPED 0 J07 f935, f5,T8 f7 WEST �,o �y NA.,Y ROUGH GRADING PLAN BEFORE DAYS BEFORE OF CENTERLINE SOUTH OF POWER�POLEN19319 CWTHIGHWAY. 33" %� TENTATIVE TRACT NO. 30698 YOU DIG d YOU DIGQo, HfICN7 OF LIGHT ABOVE STATION MARK f METER- z N0�d7 a THESE PLANS HAVE BEEN REVIEWED FOR COMPLLANCE WITH THE FIIITlMED FOR ��� EE T � TOLL FREE 1-800-227-2800 G.M S M ADDED nus SKEET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SGLL: AS 94MM A PUBLIC SERVICE BY ELEV. 1425.76 NAVO 88 es cww �,P STATE LAWS,AND A PERMIT CAN 8E ISSUED. �L LE�Rt�LO MEN n UNDERGROUND SERVICE ALERT 'OAK BY DATE I APPR �� 'r a W.O. FOR F.0. RSA EOF CAA.�rO DATE:DO(IJ 2003 ASS LItWrA WAR1t,Lyun•fl••ch,G 92a51 'E�-p auAYW Co~MAC. l, fSt� OOUFFY KEN SELWALO R.C.E NO, 56915 (949)494.3707 ':f5iA1E DE1fl.OItiEM -` S Engineering 0 rd_ ough roding Nrg