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HomeMy WebLinkAboutENG-2019-00161 RGP PLAN NO 19-683-19-697 AS-BUILT_compressed (3) ESTIMATE OF GRADING STRUCTURE QUANTITIES ND DBCW I NM-COUNTY OF RIVERSIDE QUANTITY UNIT ELSINORETY OF LAKE ' 6' DRAM PER DETAIL IN SHEET 3 331 IF 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE ORDINANCES N0. 801 AND 882 AND 1 B'BENCH t TERRACE DRAIN PER DETAIL ON SHEET J 2A11f EA EA APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST I RNIENCEPTOR DRAIN PER DETAIL ON SHEET 3 /QI EDITION OF THE U.B.C.,APPENDIX 33. 4 IY'BENCH t lETlRACE DRAM PER DETAIL ON SHEET J 10 LF I CONCRETE DRAIN TO PIPE TRANSITION PER DETAIL ON SHEET 3 _-. - _-_ 2 EA 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE, PRIOR TO ANY OPERATION. / DOIM DRAM TO PIPE AIL O SM PER DETAIL ON SHEET 3 _ -.- 1 FA 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL ROUGH GRADING PLAN = WALL P� 5 3 780 IF t4 IF UTILITY COMPANIES AND U.SA. ALERT(1-800-227-2600) 48 24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN I CONCRETE V-DRCH PER DETAIL ON SHEET 3 HOURS PRIOR TO GRADING. THE FOLLOWING STAGES: - 60D Sr A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND f MP-RAP PER DETAIL ON SHEET J 4. THE CONTRACTOR SHALL N07IFY THE CITY OF ENGINEERING BEFORE BACKFILL OF ALLUVIAL, COLLUVIAL, AND TERRACED AREAS FOR "-M""` °"u`�"�'�'J EA DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING AND ANY SUBSTRUCTURES. 1 B'NDS ATRWM DRAIN/GRATE _ 2 EA GRADING OPERATIONS _ - B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING INSTAL 1 EXIST POWER POLES AS NECESSARY 0 EA 5. DUST SHALL BE CONTROLLED IT WATERING OR OTHER PRE-COMPACTION, BENCHING AND FILLING OPERATIONS. TRACT NO 30698 INSTAL.18'GMP ASPHALT-COA/ED DR APPROVED ETTUAL 244 LF METHODS APPROVED BY THE CITY ENGINEER. W � C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS ■ 11 IY'PVC TED 40 OR EV. FOR 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO AND FILTER MATERIAL. INSTALL 4'PERFORATED PYC SCNED.40 FOR WALL SUBDRAM PER DETAIL ON SM.2 3428 IF LF 1 VERTICAL, UNLESS OTHERWISE APPROVED,AND SHALL BE 3�8 RE7AIVE INTERFERING PORTION O'EXIST.CONC.DITCH SHOWN ON THE PLAN. 0. WHEN ANY UNUSUAL GRADING COND177ONS ARE ENCOUNTERED DURING CONSTRUCTION. COUNTY OF RIVERSIDE CA SIV WATCH R DETAIL PER DETAIL 1 SHEET 2 z EA Lr 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO S 1 VERTICAL, UNLESS OTHERWISE APPROVED, SHALL BE SHOWN SPILLWAY PER DETAIL ON SHEET I1 1 EA ON PLAN,AND SHALL NOT HAVE LESS THAN 30RELATIVE 25. EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED SPILLWAY PER DETAIL ON SNEEf 11 COMPACTION OUT TO FINISHED SURFACE. WITH R0SE4 ICE PLANT AT 12'ON CENTERS OR ANOTHER BASH ACCESS ROAD PER DETAIL ON SHEET 11 191 IF APPROVED GROUND COVER. SLOPES OVER 15'IN VER77CAL DECORATIVE SECURITY FENCE AND GATE PER LANDSCAPE PLANS 1507 LF 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY HEIGHT, IN ADD17ION TO GROUND COVER, SHALL BE PUNTED IF TYPICAL STREET sEc1roFI PER DETAIL oN SHEET f0 AS DETERMINED BY THE MODIFIED THREE LAYER A.S.T.M. WITH APPROVED TREES, SHRUBS, OR COMBINATIONS THEREOF. 3m LF A STREET STRAW WATTLE PER DEUIL ON SHEET 10 30"0-1557-70 TEST METHOD. SHRUBS SHALL BE PLANTED AT 10'ON CENTERS TREES, 20'ON TOPOGRAPHIC SURVEY SOURCE 6 CENTER; COMBINATIONS, 15'ON CENTERS. SLOPES OVER 3'IN CHECKDAM PER DETAIL ON SHEET 10 2304 EA I ■ 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS Flown May 2002 C DEBRIS, SCARIFIED,AND INSPECTED BY THE GRADING INSPECTOR R.J. Luny t Associates AND APPROVED SOLS TESTING AGENCY PRIOR TO THE PLACING WITH BACKFLOW PREVENTION DEVICES PER U.B.C.,APPENDIX 33. 2832 Walnut, Suite E I D SILT FENCE PER DETAIL ON SHEET 10 I500 OF FILL. Tustin, CA 92780 \ i E SG■16E0 CONTRI1CTfON ENTRANCE PER DETAIL ON SHEET 10 1800 SF 26.APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE (714)832-2077 �! 10.ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES \ F FIBER ROLL PER DETAIL ON SHEET 10 28IB LF BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY DURING THE GRADING PROJECT. 1 THE SOILS ENGINEER. 27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE OtiVlIER ©I VICINITY MAP 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND THE CLUNAAN COMPANY INC. SHALL BE IN PLACE AT THE END OF EACH DAYS WORK. HEAL ESTATE DEVELOPMENT WALLS AT NOT LESS THAN 1/2-PER FOOT FOR A MINIMUM OF Y8.ALL WORK SHALL CONFORM TO THE CITY AND STATE 455 Linden street 3', THEN 1 X(MINIMUM) TO FLOWLINE OF EARTH SWALE. CONSTRUCTION SAFETY ORDERS. Ldguno Beach, CA 92651 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL Tel:(949)494-3707 -- BE IX IF CUT OR FILL SLOPE IS LESS THAN 10,,AND 2x IF 29• THE LOCATION AND PR07EC77ON OF ALL UTILITIES IS THE ' CUT OR FILL IS GREATER THEN 10'. DRAINAGE SWALES SHALL BE RESPONSIBILITY OF THE PERMITTEE SOKS ENGINEER , SiTE A MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2' 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE NISLETT I ASSOCIATES,INC. FROM THE TOP OF CUT OR FILL SLOPES. JOB SITE AT ALL TIMES. 4911 Womer Avenue Suite 218 Huntington Beach,CA 92649 SHEET 7 13. PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG 31. SANITARY FACIV77ES SHALL BE MAINTAINED ON THE SITE Tsl:(714)840-8286 THE TOP OF ALL FILL SLOPES OVER 5'HIGH. FROM BEGINNING TO COMPLETION OF GRADING OPERATION. Fox:(714)840-9796 -T -o T A v nANswTe A 14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES STORM FLOWS ALONG THE TOP OF CUT SLOPES. SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF 3 FEET r�° N _ VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLEDON OF ROUGH Q _ 15. NO OBSTRUCTIONS OF FLOOD PLAINS OR NATURAL WATER GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE NO. i COURSES SHALL BE PERMITTED. 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 16.A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT A/ TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY 1 \ e WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISION)AND RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACIL177ES EXPANSIVE CHARACTERISTICS OF THE SOIL. RESUL77NG DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, 15 "a0) 1 w" 17. GRADING CER71FIC47ION BY THE DEVELOPER'S CIVIL ENGINEER WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL 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 GRADE 5 APPROVAL. PAGE 836, F-7, 2002 THOMAS BROS MAP��I �� � . 18. THE SOULS ENGINEERING INVESTIGATION DATED APRIL 6, 2004 � PREPARED BY NEBLETT&ASSOC., INV.AND THE ENGINEERING 35. APPROXIMATE DATE OF BEGINNING OPERATION: JUNE 2004 GEOLOGIC INVESTIGATION DATED APRIL 6, 2004 PREPARED BY COMPLETION. DECEMBER 2004 r INDEX OF SHEETS: NEBLETT&ASSOC., INC., SHALL BE CONSIDERED A PART OF THIS 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM SHEET 1■...........TITLE SHEET GRADING PLAN,AND SHALL BE COMPLIED WITH. DIMENSION GREATER THAN 3'WILL BE PLACED IN FILLS WITHIN i I I I SHI ET L............DIII SHEET ROADBED AREAS OR 3-OR FINISH GRADES, UNLESS THE �� SHEETZ/......•...DE DETAIL ET 19.A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR LOCATION, MATERIALS, AND DISPOSAL METHODS ARE SPECIFICALLY T A A I SHEET 3 DRANIN SHEET SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE APPROVED BY THE SOILS ENGINEER. INSET 4I...........GRADI1f RAN SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA7ION(WITH i _ SHEET»..........GRADM PLAN RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN. IF AN 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE A A _ - ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS I SHEET GRADING PLAN DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL / )� \7 SHEET6A...........GRADIK'RAN DM REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHEFT Y""""""'� PLAN SHALL BE GIVEN. 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL �44 / i SHEET 7A...........GRADING PLAN 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. ;_5 i ( SHESET M...........GRADIGPLAN SHEETION THE FIELD PRIOR TO COMMENCEMENT OF ANY TJ �T 9L � CCONTROI.ONTROL PPLAN LAN CONSTRUCTION/GRADING. _ SHEET 10t1•••••••••EROSION CONTROL RAM 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 `` _ _ _ _ _ __ _ , 9ElEi 11 DETAIL SHIFT SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING NOTICE TO C�M �` -_ OP TM R SV�S AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY SHEET 8 T.C. TOP OF CURB DAIS.CONTOUR OVER 30'IN VERTICAL HEIGHT. FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUC77ON OF THIS 4 --_ F.L. FLOWLINE EUV. -100-- PROP.CONTOUR PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS 22.A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL RE IRE SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL T.C. TOP of GRATE PROPERTY LINE FILLS GREATER THAN ONE FOOT. WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND R/W RGHT Or WAY iRAL7 BOUNDM'uNE HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LABILITY, INDEX MAP -1 -' -DAYLIGHT DNE REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS G.D. GRADE BREAK 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS 70 PROJECT, EXCEPTING FOR LABILITY ARISING FROM THE SOLE NEGLIGENCE F. FINISH GRADE .Ix SHEET Flow RATE BE PLACE, IT MUST BE CLEARED, KEYED,AND BENCHED INTO OF THE OWNER OR THE ENGINEER. OR40ED SWALE FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE R.C. ROUGH GRADE --- APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTIL/11ES OR STRUCTURES RaoFEssloq SCALE: 1" = ZOO' F.3. FINISH SURFACE - L'L NE PLACEMENT OF FILL MATERIAL SLOPES GREATER THAN 5.1 ARE SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVNLABLE RECORDS. m��oPJ I rAA YEq,( _ REQUIRED TO BE KEYED AND BENCHED. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO IXIS)ING UTILITIES EXCEPT y s me p PAD MV INttivr of DRAIN - FLOWSWALE E FnINr THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REWIRED ro TAKE ALL m SLEBO EARTHWORK QUANTITIES F.F. FINISH FLOOR E1EV. /�st./ RAIN PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER N.ae4T4 a LINES OR STRUCTURES NOT SHOWN ON THESE PLANS ANO IS RESPONSIBLE FOR DRU J .C.. NO. SB414 LAP. 3 31 21 C.F.F. GARAGEFINISHROOK ° AREA LwNN THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES. B.V.C. BEGIN MDUICAL CURIAE TOP OFF SLOPE ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY CM ENGINEERI INM4nRS AND C.949-599-0870 �J�rEOFCAUF0 cjVW �T FLL EV.C. END MUM CLOW - ME OF SLOPE AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT ENGINEER OF RECORD FOR REVISION 4 RETAINING WALL(PER SEPARATE PERNIT 3�,RAW VOLUME 535,850 CY 489,013 CY P.R. Fnsrr°'`INTERSECTION RANT MAP DATE IDENTIFIER CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL tOX SEft!lcACf (63,seo CY) s3,580 CY TW ETOPDGY F*ALL JAENT « FTC NnDOT DATE OF LATEST CHANGE TO THIS MAP REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. Rao 01 U4,oa TW Me OF Foon ELEV. 0-^ STREET OR S 06/20/05 BY:J.A.G. �e°�P+A N,gr'vFy REMOVALS 40,450 CY 40.450 CY � Iry OF roOTWc ETfv � �.++v OR SCREEN WALL DATE OF THIS PLOT h o 1 ° 10% SHRINKAGE (4,040 CY) 4.040 CY D.F. DEEPENED FOOTING OEEPOIED FOOTING 02 06 06 N1A�NrAII«■ m u No 5031B s' OVERfX. 18,780 CY L LENGTH IW1ER ESTER THE BASIS OF BEARINGS FOR THIS SURVEY IS STATE PLANE GARY A My7TN R.C.E. N0. 50318 EXP. 6 30 15 " ' Dwy. DMLENY WA1L11 BA9N t LOCH.DEPRESSION COORDINATE SYSTEM, ZONE 6, NORTH AMERICAN DATUM 1983.AS 104 SHRINKAGE (t880 CY) 1880 CY JETS NOT TD SCALE ::::�!:b�tt�'::. DEPTH OF FEO'D OKR IXGIVATXAV DETERMINED LOCALLY BY THE LINE BETWEEN NCS CO2S STATIONS CIVIL EµNEER1 ASSOCIATES 949-599-0870 e�+t C1V11 op`'' pIIT1Q BILL'AND FPBF', BOTH AS PUBLISHED ON NGS DATA SHEETS, ��9 ENGINEER OF RECORD FOR REVISION 3 EOFCAl1Y kTOTAL 594,880 CY 5$$,943 CY P:LLE RIVERS E COLA TY TRANT BEING N20'23419V(2000.35 EPOCH). aV& 44g,y ��RZ�?.O R.CL0. caINTrt�OF IAA EISINOM ■�" MG E IffHUNSAKER & ASSOCIATES ESS, I R V I IN E ROUGH GR�ING PLAN AND GS BENCHMARK DISK IN CONCRETE - °Ra°1 ; 1B a DIAL TWO WORKING MONUMENT STAMPED D 307 1935, IS 38 FT WEST D.M. A9T 241 RETAINING WALLS AND PULLED 94CK ROUGH GRADAG ALONG LOT 79.ADD WALL BELOW LD/S 0 4 PLANNING ENGINEERING SURVEYING _ BEFORE DAYS BEFORE OF CENTERLINE CALIFORNIA HIGHWAY 74, 33FT 110&109.SEE SHEE S 2 5C 6A 7A,98&1QA y Py DOUGLAS SNYDER R.C.E.24066 EXP. 12/31/af LUTE Hughes Irvine, CA•9291OH: (949)583-101EX: (949)583LOTS TENTATIVE TRACT NO. 30698 � t✓ YOU DIG SOUTH OF POWER POLE 19319 CWT © A-WATDP QUALITY/EXTENDED OE7ENDON 8151NS ON TOTS 11.I1],1Ie&124-/27 AND RENOYEO ZZ11 YOU DIG G.M. AN. 14 BASIN ON LO 1/9;E FECnNG SM.4,5,B.B.9&10.ADOLD DEAL SN7 rl.ADDED CONSTRUC ON ND.24086 A NOTES 18-20,REVISED EARTH OUAM.SILT.i.CHANGED TOTAL SHi.N0.TO 11 ALL SHTS. W THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PIIEPAIIED FOR TITLE SHEET OF SILTS. HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. �'r2/sr/o6 a APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SCALE AS SHOWN i TOLL FREE 1-800-'227-2600 RAISE PORRON OF TRACT AND ADJUST MOST PAD ELEVATIONS HIGHER TO HELP ACHIEVE THE CLUBMAN COMPANY INC. D.S. 06/05 EARTHWORK BALANCE ALL SHEETS. `9• r' STA LAWS,AND A RMIT BE ISSUED. BEAN ESTATE DEVELOPMENT W.O. POI F•a FILE�� - BE A PUBLIC SERVICE BY ELEV. 1425.76 NAVE)88 �T crvi1. _ // - MARK BY DATE RlYI■D11I APPR. DATE EpF,cALAF _ y1/`�� �"'� 'b�ZT-�� DATE:DECEMIER 1GD3 455 Linden Street,Laguna Beech,CA 92651 784-6 DIE CiLMNNW CONPA-1I UNDERGROUND SERVICE ALERT COUNTY REHM HABIB R.C.. N0.83,56 (949)494-3707 .3\ ESTATE ring\NENr "1 - ENGINEER F: nglneering 30 Grd_RoughGrading r ht A.dwc � 1. SECTION A-A APPLIES WHEN THE DIFFERENCE IN PAD ELEVATIONS EXCEEDS 12". SIDE YARD PROPERTY EAR PROPERTY LINE LINE(WHERE OCCURS)�� (WHERE OCCURS) 2. SECTION B-B APPLIES WHEN THE DIFFERENCE IN PAD S SUE -TOP OF BERM 3 G 'P.U.E. - I ELEVATIONS IS 12"OR LESS& THE EXTRA DEPTH FOOTING _'_E y 1 I 25' I 1 - I SHOWN PER PLAN IS SHOWN ON THE GRADING & STRUCTURAL PLANS. -T 18' 18' T ' f0'CRADMIO SETBACK - I 5' J. IN NO CASE SHALL THE SWALE FLOWLINE BE LOWER 1 1 2 a THAN THE BOTTOM OF THE FOOTING WITHIN 5'FROM P92CEuw__. �2' BUILDING. 2 TOP OF SLOPE AFTER REMOVAL of BERM I ROUGH GRADE PAD 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT 1�UEwuxl „� a _ ,� fu uRE pRnEwar ---{- ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. 0 4 4 SAEtWU! WATERPROOFING 5. SWALES TO BE CUT IN AT 1%MIN. AT ROUGH GRADE 6"CURB&CUTTER e'CURB&GUTTER AND PRIOR TO BUILDING CONSTRUCTION. ROUGH GRADE LINE z I.BERM DETNL TO BE USED ON ALL SLOPES OVER 5'NM,H 6. A PAVED DRAINAGE SWALE, CATCH BASIN & PIPE OR LOCAL INTERIOR STREETS 2.BERM TO BE REMOVED PRIOR TO CONSMUCT10N OF WALLS 3 OTHER SIMILAR DRAINAGE DEVICE IS REQUIRED WHEN A PERFORATED 4"PVC AND FENCES SCH, 40 PIPE W/1 CFjLF STOOP, FIREPLACE OR PORTION OF THE BUILDING EXTENDS PUBLIC STREET - NOT TO SCALE 2'PVC SCH. 40 PIPE 0 OF GRAVEL WRAPPED IN TYPICAL BERM DETAIL WITHIN ESTABLISHED DRAINAGE SETBACKS. 10'O.C. FOR SUSDRAIN FILTER FABRIC. `J OUTLET NO SC4LE 7. SEE R.C.TD. STD. PLAN 107 FOR DRIVEWAY APPROACHES. PAD _� SUBORA/N NOTE: WALL AND FOOTING =-_ •• C 8. PAD DRAINAGE TOWARD SWALES AT 29 MIN. RIV RIW SHOWN FOR REFERENCE ONLY _- �, .. TOP FOOTING a LOT Na PROPERTY LINE JD' , 20' 101 10'GRADING SETBACK 5'ON. TOP/TOE OF SLOPE PER PUN 2 4 I w•m. �1O•MwJ 5'MIN. �1 2 12" �1 X MIN. F.L. _ R-�'=-- ff F.F. ELEV. i awlEmy w APAD ELEV. k ■ io -2 1XM V. - d 4_' — SH1ExNIA' m `O 6'CURB&Gum 6'CURB&GUTTER PAID ---PAD --- ROLKGr` OE LINE PERFORATED PIPE PLACEMENT 1 C.F.F. ELEV 2:1 MAX. _ N.- T.S. - _ 1 sar 4X MIN./zOX MAX. LOCAL INTERIOR STREETS NOTE: ALL RETAINING WALLS SHOWN HEREON ARE PER SEPARATE PERMIT. 15 PUBLIC STREET - NOT TO SCALE I sDDa9lr -EXCEPT BERMS LESS THAN 1'HIGH MAY BE CONSTRUCTED AT 1Y2:1 �y ,yEC,p OF FILM -t. SECTION A-A TYPICAL STREET SECTIONS 9p cPROPERTY LINE I (PROPERTY LINE IL\� TOP OF BERM SHOWN \' 'AN. 5'MIN. PER PLAN. SEE TYPICAL 1s,TYR w 3'MIN. L. B, 1 " F.L. 3'MIN. DETAIL HEREON L. 10'MIN. 8- NATURAL GROUND---, ROUND - 1 1L ___ TRACT BOUNDARY- 9$ Z TOP OF SLOPE I--. - 2XMIN. -------- -- , N R: �p� �{ ________P!� _ 1p 2%MW.j20%MAX -,I,._ �• TRACT BOUNDARY UCT 306 8 i I EXIST. GRAVING BY OTHERS_ _ .PAD PER PLAN PAD--_ PAD -2X MIN./5%MAX. --- 4X MIN./2:1 MAX SECTION C-C EXIST. GRADING BY OTHERS PAD PER PLAN \ 4X MIN./20X MAX g N -EXCEPT BERMS LESS THAN 1'HIGH MAY BE CONSTRUCTED AT 1Y2:1 / EXIST. CONC. DITCH TO BE REMOVED ,L. SECTION B-B / NATURAL GROUND-"I_ TYPICAL SECTION R-R TYPICAL SECTION S-S TYPICAL LOT FINISH GRADING NO SCALE NO SCALE NO SCALE z31 N TOP OF CATCH BASIN PER STORM DRAIN PLAN A -EPDXY GROUT O JOIN TO ENSURE WATER TIGHTNESS A-J �- 12'PVC MAP DATE IDENTIFIER SECTION A-A DATE OF LATEST CHANGE TO THIS MAP Ra OrEss,04 06/20/05 BY:J.A.G. °po'MA,eH°<� DATE OF THIS PLOT PVC CONNECTION TO CATCH BASIN 02 06 06 AtliTo VIE - NN1C 39474 DIG /1-LERT CIVIL��Fa HUNSAKER & ASSOCIATES CITY OFunELSmm SHMIT NO. USC AND GS BENCHMARK DISK IN CONCRETE QRaFESSIaw I R V I N E ROUGH GRADING PLAN 2 _ DIALa7DAYIS G MONUMENT STAMPED D 307 1935, 6 38 FT WEST o G�Hs sy < _ BEFOREE OF CENTERLINE CALIFORNIA HIGHWAY 74, 33FT -- ��a� Df9�$ DOUGLAS SNYDER R.C.E.24068 EXP. 12131105 DATE 9 PLANNING ENGINEE�NG (RVEVING TENTATIVE TRACT NO. 30698 FSOUTH OF POWER POLE 19319 CWT. y = Three Hu nee Irvine, CAe 9261BH: 949 583-1©1DX: 949 583-075YOU DIG - w ap. 24068 m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THEFOR DETAIL SHEET OF SKITL HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. "- o: °ip'12/a1Xas m APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SCALE;AS SHOWN � TOLL FREE 1-800-227-2600 THE CLURMAN COMPANY INC. ELEV. 1425.76 NAVD 88 '°� r STATE LAWS,AND A PERMIT CAN BE ISSUED. W.O. FOR F.B. FILE NO. A PUBLIC SERVICE BY MARK BY DATE APPR. DAZE 'rfpFlV ICFO�? REAL ESTATE DEVELOPMENT 784-8 THE CLURMAN COMPANY INC. UNDERGROUND SERVICE ALERT REVISIONS CA U DATE:DECEMBOt 2001 455 Linden Street,Laguna Beach,CA 92651 ENC>JNEER COUNtt KEN SEUMALO R.C.E. N0. 56915 (949)4943707 REAL ESTATE DEVELOPMENT F:\0053\Engineering\TR-30598\Grd-RoughUracling\Grd-ShtU2.dwg ' 1. SECTION A-A APPLIES WHEN THE DIFFERENCE IN PAD ELEVATIONS EXCEEDS 12'. R1 SIDE YARD PROPERTY EAR PROPERTY UNE _-11 LINE(WHERE OCCURS) I ERE OCCURS) 2. SECTION IS 1 APPLIES WHEN THE DIFFERENCE IN PAD 3'P.U.E ELEVATIONS IS 12'OR LESS & THE EXTRA DEPTH FOOTING 25' TOP OF BERM IS SHOWN ON THE GRADING STRUCTURAL PLANS. 7 id 19' 7• 10 I.�ADM4G SETBACK I SHOWN PER PLAN 5' 3. IN NO CASE SHALL THE SWALE FLOWLINE BE LOWER �f 2 I I PROP"— THAN - THAN THE BOTTOM OF THE FOOTING WITHIN 5' FROM - 2• BUILDING. 2 -ROURF��y TOP OF SLOPE AFTER7 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT i gDBINIK "� 4• 4' c SVEIMK WATERPROOFING REMOVAL OF BERM M04 1 GRADE ALONG THE TOP OF ALL FILL SLOPES 6•CURB a GUTTEROPES OVER 5• HIGH. 6•CURB a CUM 1 4 I 5. SWALES TO BE CUT IN AT i% MIN. AT ROUGH GRADE ROUGH Gw LIE AND PRIOR TO BUILDING CONSTRUCTION. LOCAL INTERIOR STREETS PERFORATED 4•Pas 1.BERM DETAIL TO BE USED ON ALL SLOPES 0IV° "C" 6. A PAVED DRAINAGE SWALE, CATCH BASIN do PIPE OR SCH.GRAVEL PIPE W/1 CFNI-F 2 am TO BE REMOVED PMOR TO CONSTRIIcnON OF WALLS OTHER SIMILAR DRAINAGE DEVICE IS REQUIRED WHEN A pDg� S7RET - NOT TO SCALE 2•PVG SCH. 40 PIPE O OF EFAIC. IN AND F� STOOP, FIREPLACE OR PORTION OF THE BUILDING EXTENDS fo'O.C. FOR SUBDR41N FILTER FABRIC. WITHIN ESTABLISHED DRAINAGE SETBACKS. OUTLET. TYPICAL BERM DETAIL PAD ° suBDRaN Sty 7SEE R.C.LD. STD. PLAN 207 FOR DRIVEWAY APPROACHES. NOTE:WALL AND FOOTING =1�I=-__ c<+�-•'` SHOWN FOR REFERENCE ONLY -----TOP FOOTING O 8. PAD DRAINAGE TOWARD SWALES AT 2% MIN. R/w --�-- -L-- --- ----�- PROPERTY LINE M. LOT NA iD �• 10, 10'GRAD P�4N ING SETBACK I R 5'MIN. TOP/TOE OF SLOPE PER PLAN 2 1 4' re•r% �rD'MW PER C€'7- 5'ARN. 2 J'Am FL �- C z F.LJ'AIN. 2 — I f 2 r -FlFLURE IiPoYEw4Y F.F. ELEV. b k 2%M ;I p C'T SWNKK ~ APAD ELEV. m •2:f I l 6'ama CMRIER 6. anROUGH GRAM Lw PERFORATED PIPE PLACEMENT ---PAD -- C.F.F. ELEV wx. LOCAL INTERIOR STREETS NOTE: ALL RETAINING WALLS SHOWN HEREON ARE PER SEPARATE PERMIT. plCIA I 41r MIN./lox MAX. p�UC STREET -NOT TO SCALE I I - - *EXCEPT BERMS LESS 11i4N f'HIGH MAY BE CONSTRUCTED AT :1 FACE _ sEcr►oN A-A TYPICAL STREET SECTIONS �4 wwwN a<'L' 17 �PROPERLY LINE PROPERTY UNE I�\' W TOP OF BERM SHOWN 5'ANN. 5'AAW. PER PLAN. SEE TYPICAL0,MWTyp. -_ W 3'ARN. F.L. B' 1'• FL 3' DETAIL HEREON F.L.L f0'ARN. CAOUlO� Y ,�i,ly.--- --'I`- - - TRACT BOUNDARY TRACT 30698 TOP OF SLOPE ' BOUNQIRY Tuff' EXIST. GRADING BY OTHERS _ ----PAD_ •2.1 P �� 2%MIN. �L ----`�-- • � FAD PER PLAN PAD N .- 2%MIN./20% . �i-'L f' PAD � m / 2%MIN./5%MAX. _ PAD_-- SECTION C-C EXIST. GRADING BY OTHERS PAD PER PLAN ` ---,. � 4%MIN./2:1 MAX. 4%MIN./2OX MAX. / _ Loasr.coNc.mrcH TO BE AEYOVED �_�—'I`—— —— —— —'I`——'I`—\�—-�-_ N 14 '�� NATURAL GROUND -'I`--'I`- -EXCEPT BERMS LESS THAN 1'HIGH MAY BE CONSTRUCTED AT 0:1 / SECTION B-B TYPICAL SECTION S-S ND TYPICAL SECTION R-R S6ME TYPICAL LOT FINISH GRADING NO SWI EDO BASIN OUTLET PER RIVERSIDE TOP OF BASIN-\ TOP OF BASIN CO.LID BMP STD.DWO W050 4• MAX S L N r '- �f... SEE LONSTAUCTIO TOP OF PATCH 8451N 'NOTES'FOR PAVED PER STORM DRAIN PLAN ^ EPDXY GROUT O JOIN TO FLOW T DRAINAGE DEVICES A ENSURE WATER TIGHTNESS HEREON RP-RAP 8 RCP DESIGN DETAIL 9 PER DETAIL 9 f2 _ ON SHEET 3 SPILLWAY DETAILS N.T.S. AJ {-2- 11•PrC CONSTRUCTION NOTES FOR PAVED DRAINAGE DEVILED I. CONCRETE SHALL HAVE A MW"ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 2300 P.SI CONCRETE MAY BE PNEUMATICALLY 262 OF�THEAND SHALL CONIFORM TO UFORM BUILDING CODE. MAPDATE IDENTIFIER SECTION A-A aPOFESs,D4 2 UNLESS NOTED OTHERWISE ON DETAIL REINFORCING SHALL BE 6'X6•-WIA X WIA DATE OF LATEST CHANCE TO THIS IMP WELDED WIRE MESH IW.WALI OR APPROVED EQUAL. �O J�.M4 Yf OCf 06/20/05 BY-J.A.G. �J PVC CONNECTION TO CATCH BASH p _I y A GRouID SHALL BE PRE-WETTED TO THE SATISFACTION OF THE BUSHING O E USECAL OR DATE OF THIS PLOT 1/ RIDr ro sr.�E _ -LN ENGINEER PRIOR TO PLACEMENT OF CONCRETE CURING cowoulD SHALL BE USED WHEN ` i REQUIRED BY THE BUILDING OFFICAL OR ENGINEER. OL OV OV Na. 38474 Q 5 s. �P� Qrf OF CP�1f OP DI 6(_LYL � � � �v� �1it�rS.Y G/Zz/zo CITY OF LAIC ELSI �rMo. HUNSAKER & ASSOCIATES R�MII�+�G� NI33FILM /��oFESSF I R V N E BIWNII NBMVIIEV fB11IW Qs USC AND GS BENCHMARK DISK IN CONCRETE �opa s sA,y <�, PLANNING ENGINEERING SURVEYING e DIAL TWO WORKING MONUMENT STAMPED D 307 1935, IS 38 FT WEST w `"q'�+ 7: E YDERC.E. 24068 IXP. 12/31/05 LIAff Three Hughes Irvine, CA 9261BH: (949)563-101EA(: (949)563-075 TENTATIVE TRACT�� 3�98OF CENTERLINE CALIFORNA HIGHWAY 74, 33FT `-' m NTMLSHEETBEF or ORE DAYS BEFORE SOI1TFl OF POWER POLE 19319 CWT. - W NO. 24068 SHAVE BEEN REl1l:ME0 FOR COMPLWJCE WITH THE A1RlMRmPOR. •YOU DIG YOU DIG REtorwTm aTENnoN easx+snuwr°"�7!M W4XMI•v. °L Eap.12/31/D6 aAPPROPTE CONDITION OF DEVELOPMENT AND/OR CTIY AND SGLC Af SIIOMM THE p,MpMµ CCMpANY LNG F.l. ;�• - HEIGHT OF LIGHT ABOVE STATION MARK 1 ML7ER. U 19 RETAINING WALLS AND Puum BACK ROUG/1 FLOW fors a STAA7TEE LAW$AND}L�P IT CAN BE ISSUED. REAL ESTATE DEVELOPMENTw'0. !OECOMPANY 1-BDG-227-26DD ITo a 109.SEE SIRTS 2B.5C.6A 7A 9 �'E! CIVIL ? -.(./— �� lBs-a DIE cEDRMw EMOPM INC. TOLL FREE APPR. DATE E'OP CALrF� ['�/�W` /T �l—T 2O IDA7C' 4SB LIMIAIn StrNM.LMIN MIC11.G 92651 RFAL E3TATE DEYf7.oPMENT A PUBLIC SERVICE BY ELEV. 1425.76 NAVD 88 MARK By lkITE �y�p� (949)49A-3707 �ry REMON HABIB R.C.E. N0. 83156 00 nglneering IZ,3069 Grd_RoughGr°ding Grd_ShtO .dwg UNDERGROUND SERVICE ALERT ��� BOUNDARY LINE CONSTRUCTION NOTES FOR PAVED DRAINAGE DEVICES: A \ 1. APPROVED MATERIAL FOR CONSTRUCTION OF DEVICE IS EITHER 3-CONC. W/NO. 4 BARS 12"BEND j 4• 3b• 4• B'-0' SETBACK PER COX LONGITUDINAL 24'O.C. WITH NO. 4 TIE BARS 48"O.C. OR 3"GUNITE W/6 X 6'- W 1.4 X F.{--� SEE CONSTRUCTION 12' 2'-8' 2'-6 W 1.4 W.W.F. (WELDED WIRE FABRIC) OR APP'D EQUAL. IIa' �/4 "r NOTES FOR PAVED RIM Eta2 12•ANN. NATURAL GROUND DRAINAGE DEVICES SHOWN ON PLAN 2. INSPECTION OF GRADED SWALE IS REQUIRED PRIOR TO INSTALLATION OF PAVING. F 2 N " HEREON : 1 , i� HINGE POI 18' NT 18• -� • '" ---------------- ------------ 6X6"- W1.4XW1.4 W.W.M. 3. GROUND SHALL BE PRE-WET TO THE S477SFACIION OF THE BUILDING OFFICIAL OR v a ,. 8' RIM ELEV. DOWN DRAIN ANCHOR _ VARIES-18 MAX ENGINEER PRIOR TO PLACEMENT OF CONCRETE ,)• OPTIONAL PER PUN • 4. PAVED DEVICE SHALL BE CURED WITH A MOISTURE LOSS RETARDANT. DOWN DRAIN ANCHORS CONSTRUCTED w AL TRIL M S TO A .7' i2' ' EVERY 10'IN VERTICAL HEIGHT AND Mtu M00 /,' IJ•ill AT TOP AND TOE OF DOWN DRAIN FINISHED SURFACE 5. PUMPCRETE IS AN ACCEPTABLE SUBSTITUTE FOR GUNITE&MAY BE INSTALLED WITH SIX A /4 BARS 6"W 1.4 X W 1.4 WELDED WIRE MESH(WWM.). 6X6"-W7.4XW1.4 W.W.M.- -SEE PAVED DRAINAGE NOTES FOR PAVED DRAINAGE 1�-- Ii'�I SEE CONSTRUCTION DOWN WN SEMON A-A DEVICES HEREON NOTES FOR PAVED 6. CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSION 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 CODE _ 2 3 INTERCEPTOR DRAIN MINIMUM, 10 MAXIMUM. 7. ANCHORS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD PLAN 1321 (SHEET NOT TO SCALE NOT TO SCALE 2) WHEN SLOPE EQUALS OR EXCEEDS 2:1. NOT TO SCALE GALV./4 REBAR(8 TOTAL) GRATE ASSEMBLY CONSISTS OF 8/4 BARS,EVENLY SPACED AROUND PERIMETER OF C.M.P. WELDED TOP& DRILL HOLES IN STRAP BOTTOM A FOR DRAINAGE 12'O.C. 10 WELDED(TYP) PROVIDE 3/4X2'N07CH IN HEADWALL SEE DETAIL BELOW DOWN DRAIN N DOWN DRAIN' AND DOW DRAIN TO RECEIVE GRAR N 101.50 RIM ELEV. 1/2"X 2-GALV. STEEL 5"TRAA/S<IION 1'-6" �' r SHOWN ON PLAN Ip'p' TERRACE B STRAP WITH 3/6'CdLV.BOLT �- -GONG.BLOCK SPLASH J DRAIN � / WALL 100.00 �` 99. 0 100.00 2'6" 10' 18 A • 5" I CONCRETE HEADWALL F.L. F.L. 5,0• 1 A I i 6' Zo 101.50 101.50 0 2'6' FINISO 55 PE fY �I SEE CONSTRUCTION TERRACE DRAIN 16° 12 6x MIN. i - - PIPE SIZE AND _j NOTES FOR PAVED I �° / CASE 2 PLAN T��� SECiiON A-A OMMAHEREO E DEVICES SECIM �12• g SEE CONTRUCTION NOTES FOR ' 10'0' AANCHORS PAVED DRAINAGE DEVICES HEREON '1 ^- TRANSITION PLAN B ANCHORS PIPE PER PLAN PIPE PER PUN EXPOSE i-1/4'PORTION NOTE; B WELD WASHERS TO REMOVABLE GRATE OF THREADED ANCHOR SECTION A-A B��',I1') DURING CONSTRUCTION AND UNTIL PLANTING AND 'I BOLT 2' tV 30" DOWN DRAIN VEGETATION HAS REDUCED SILT PRODUCTION TO A 16 NEGLIGIBLE LEVEL, THE GRATE SHALL BE COVERED AW18'C.M.P. 3 16' CASE 1 PLAN WRAPPED WITH FILTER FABRIC TO KEEP SILT AND A OP. v A OTHER DEBRIS OUT OF THE DRAIN SYSTEM. n A CONC. V-DITCH 6' TERRACE DRAIN & DOWN DRAIN INTERSECTION ��,E Sup? 4 PERIMETER SUPPoRT HORS i >SUPPORT114 9'O.C. _NOT TO SCALE 2_____ ________ _____ _ 4" 'E 1/2'X 6"G4LV.ANCHOR 01 44 GALV. SUPPORT BARS 0 9' BOLTS SET IN CONCRETE(4 CONC.DITCH— B O.C. WELDED TO GALV.14TOTAL) RISER SET IN WET SUPPORT BARS 12'-0" 12"P.V.C.SCHED.40 12"P.V.C. SCHED. 40 CONCRETE FOOTING- TROWEL INSIDE Pw YEWT-O" 2'-6" 2'-8" UNLESS TYING INTO IS' % UNLESS TT7NG INTO 18' TO D�BLOCK MIN.5 SACKICY PVC MAINLINE THEN USE PVC MAINLINE THEN USE CONCRETE OR METHOD - RIM ELEV. 2 18'SCHED. 40 PVC---' 18•SCHED. 40 W APPROVED BY BUILDING OFFICIAL 6 DOWN DRAIN TO PIPE TRANSITION SH WN ON PLAN I� SECTION A-A SECTION B-B N NOT TO SCALE HINGE POINT 12 6' CONCRETE DRAIN TO PIPE INLET DETAIL OPTIONAL . C - " 14• J NOT TO SCALE L=-I NOTE., DURING CONSTRUCTION AND UNTIL PLANTING AND 6X6'-W1.4XWi.4 W.Wm-, SEE CONTRUCTION NOTES VEGETATION HAS REDUCED SILT PRODUCTION TO A FOR PAVED DRAINAGE 2W- 18'(MW.) NEGLIGIBLE LEVEL, THE GRATE SHALL BE COVERED AND DEVICES HEREON ENDWALL(TYP.) QQ WRAPPED WITH FILTER FABRIC TO PREVENT SILT AND 36'SO OTHER DEBRIS OUT OF THE DRAIN SYSTEM. 12' BENCH WITH TERRACE DRAIN 'N.D.S."ATRIUM DRAIN 11 NOTE Ar-IT LOW POINT OF DITCH 4 NOTE:CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE dr MIN.0.5/C GRADE A7 NOT TO SCALE DEN ROCK 1. PLANS SHALL SPECIFY' P-DITCH H UNLESS 01HER675E SHOWN ON T.f SLOPE MAX VELOCITY CLASSIFICATION A)ROCK CLASS AND THICKNESS(1). N 12• 18. 6• (FT/SEC) B)FILTER BLANKET MATERIAL, NUMBER OF LAYERS AND THICKNESS. 6• 6• t MP%• \ �N.D.S."ADAPTOR 24' 24• II. A C` 16-10 NO 12 TONING 2. RIP RAP SHALL BE EITHER QUARRY STONE OR BROKEN CONCRETE 12-12 1/2 TON (IF SHOWN ON THE PUNS.)COBBLES ARE NOT ACCEPTABLE. �`\6"PVC. SCHED. 40 .II Lip l 14-15 1 TON 3. RIP RAP SHALL BE PLACED OVER A GEOTEX77LE FILTER FABRIC WHEN J Ii 0 24"O.C. _ _ _LEVEL LANE___ _ 16-18 2 TON SPECIFIED. FILTER BLANKRT MATERIAL SHALL BE PLACED UNDER ATRIUM 3'CONC.OR GUNITE.SEE -6"N.D.S.ATRIUM DRAIN c THE FABRIC WHEN SPECIFIED. CONST.N07FS FOR PAVED J' i2• J• AT LOW POINT OF DITCH 7-1 T .'i W� SECTION OF RIP RAP DRAINAGE DEVICES HEREONr 4. SEE STANDARD SPECIAL PROVISIONS FOR SELECTION OF RIP RAP 11 OPTION t-I N � 111-IT_I�WTll 6 D=PIPE DIAMETER(3) AND FILTER BLANKET. RETAINING WALLPYC a"BLOCKS• GROUT ALL DCELLS SOLID '"SIT-IIW=BOTTOM WIDTH F CHANNEL(9) 5. RIPRAP ENERGY DISSIPATOR SHALL BE DESIGNATED AS EITHER PER SEPARATE TRANSITION LAST 5'OF RUN OF SEE CONSTRUCTION SEE CONSTRUCTION NOTES FORPAVED DRAINAGE DEVICES HEREON ., TYPE I OR TYPE 2. TYPE t SHALL BE WITH CONCRETE SAL; PET1MiT �PER LArI � DITCH IF THIS OPTION IS USED NOTES FOR PAVED TYPE 2 SHALL BE WITHOUT SILL. COUPLER L "DRAINAGE DEVICES 2.SW 225 D.S.-ADAPTOR HEREON 5T PER PLAN OLD WALL PIPE WYE RJOW CONCRETE "W" DITCH A PLAN iAAft1 Na 4 ews PERFORATED 1YA" 6"PVC. SCHED. 40 12•=n III-Ir ' IMBED 2'MIN. -1(- NOT TO SCALE C N 1 INTO FRESH C ` ER NATIONAL DRAIN SUPPLY CONCRETE n 7 SPLASH WALLNOT TO SCALE y �i snN RETE 420-C-2000 12" WIDE UTILITY "V" DITCH & DRAIN QROFE83104, SO OR 2W J '� CONCRETE 10 NOT TO SCALE 0 3 AY fRle SECTION A-A SECTION B-B MAP DATE IDENTIFIER � .4A.1 pl�`h� m DATE OF LATEST CHANGE TO THIS MAP No Y A 9 RIP-RAP DETAIL os/2o/o5 BY:J.A.G. WG /A=LERT HIS PLOT C1V11PP DATE OF T2 05,rF OFCAIiFOP [JV 1 J `CI O.7 �L OJ HUNSAKER & ASSOCIATES MYOF LAKE ELSINORE SHEET NM USC AND GS BENCHMARK DISK IN CONCRETE _ P�ESSI I R V I N E ROUGN GRADING PLAN 3 DIAL TWO WORKING MONUMENT STAMPED D 307 1935, IS 38 FT WEST e5aR5a`'AS SV,e - ----- - ,A PLANNING - ENGINEERING - SURVEYING BEFORE DAYS BEFORE OF CENTERLINE CALIFORNIA HIGHWAY 74, 33FT :d' f,P DOUGLAS SNYDER R.C.E. 24068 EXP. 12131105 LATE 9 ( ) ( , TENTATIVE TRACT NO. 30698 in YOU DIG YOU DIG SOUTH OF POWER POLE 19319 CWT. y 'z Three Hughes Irvine, CA 92618H: 949 583-101Dx: 949 583-075 NO. 24068 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE p�Al�O FOp DETAIL SHEET OF SKM HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EM-.1x/31/05 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SCALE; AS SHOWN TOLL FREE 1-800-227-2600 �p THE CLURMAN COMPANY INC. `? STATE LAWS,AND A PERMIT CAN BE ISSUED. W.O. FOR F.E. FILE N0. A PUBLIC SERVICE BY ELEV. 1425.76 NAVD 88 MARK BY DATE APPR• DATE AlfoFl CIVIL STATE 455 Unden StreeREAL t DEVELOPMENT - UNDERGROUND SERVICE ALERT ElIC,iBEER COY CAL' DATE:DECEAIEER 2003 L )L-Suns Beach,CA 92651 Tao-a THE GESTATE COMPANY INC. - lYI5101lS REMON HABIB R.C.E.N0. tT3156 949 4943707 RFAL ESTATE DEVELOPMENT - F: 0 Engineering _30698 rd_RoughGrading Grd_Sht03.dwg 4b Al u, g _ � T��\ I I d (,SCALE: T' 40'0i1 � °' II0 � / \ W., 14 IV P-1475;2 N \ -- -- - / �� \� /� � i/?• � /� � �.� 2:1 �II 0 � \ II e � EXIST. SLOPE NSTRUCTION MT. I ;' \ GRANTED BY NIlE ROCK \E� it V / / `^`r4.T 0 e` \ / - \ ACOUISITI CO., L.P. TO DONpLD S. / �O� 1' // / CLURER DOC./2003-878 50 S• (7\ �k 1186.';1 1. /' I I n t •" 14 \ �_ \A1A / Xi 1488.E T.'E77 / 1494.7 ` 2:1 vP-1493.9 P- 1 H ` N /PROPOSED ACCESS ROAD /• I (t41489.4 Q/ 20' I Q C / \ \� ' 05 / \TO EXIST. UTILITY POLES Q \�'" // F a 4 •0 ! I \w \♦ -- / I\ 5 0 N µ ' \ - 500 - R i 4Q AJ �•\0pG //// 1..a"� 1 1 sl O �`\-_ _ I ROUGH GRA SETBACK LINE 2:1 L- � N , cory ��/� w s`•' ^ ti q ij� .� 0 // 1490w•0' ��'t. \0'- i I ' Q 1 .C• '� \ \ wo• °'7IT,41 CCC _ / .J � .\� //� .S ,/ AG dry, - ■ �� __-__-___ __-_ __ ROUGH GRAD SETBACK LINE I P-1514.9 P O I _ I490�.f %/ ; Q' ✓ - -- I 0 I- P-1503.5 i N p-1509.3 I 49 a P-1496.8 P 499. 46 I -� I Z P-1493.0 P-1493.5 P-1494.3 P-1495.3 I 43 44 4Q I+ 70 I `\ I ! LY4�T/ 11• + ,'.E Qr 39 C� 41 I 0 I \ s -.1 �; / 1 laaaa EXIST. SLOPE CITE ROCTION qM. / �� 1 \ .� I + ,V, 1 1 e O 1495--t-- GRANTED BY WHITE ROCK l .j,' I •. ZJ _ 1490 --- - - __ W ACQUISITION CO., L.P. TO DONAL S. // / ' a / ��++ % y 4/ 1490 -� CLURMAN PER DOC./2003-878 LU / / / /; I •7 I O -- - -- ---- ! I ' 1 U I TYPE / ti / 'ti'7 �I 'f'P,U % t�j/E8•T % j O / 1 \10g��6tt m+y9+61 +,�,CA / 0f00- efs /O 1 'V i -yD'�lyX T'165, �� , T '. T �� / 33 32 3f + 80 29 28 27 26 23 22 2110N, / , , D O O O 07 O O O O zs z4 0 0 N / /urEFiLrfR 4 / 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 �! MATERIAL ,9 ROUGH GRADE SETBACK LINE � _ •� �� 1 .7 W 1 O �. .�. \. .�. RED DRIVE \ \ . \ ;• \�� ' W 1 101 \ \g�' !'..--'_.-w/'.- ,\ -� ',��yl ^ C - -- - -- -- - --- / / �- ---. ... - -- -- / 9k. 4 f490 A' 6 oOGTrGRAUEErBxcIrElNf �. 4/ \ I 1/ ti• i Q/ � r4gz1 �n �\ / 4 5 \ i P-1488.4 P-1487.8 P-1487.3 P-148&9 P-1486.5 P-1486.0 P-1144b'5.5 .-p-1 ) P-1487.5 I P-1491.5 1 P-149 zh ,,� _ t 0' 20'6 20' 1 ' i '� C / ® ® © � ..0' i 12 I 18 14 --- f- 4--- - - ----- T-� � y._ I � I- - CONSTRUCTION NOTES \ ---��---I -1 --i I MORE O \ -- --� --- - HILLS! s/\■81 ��_ 1 DOWN DRAIN PER DETAIL ON SHT 3 \ / wi.7 I�VAY EXIST.SLOPE CONSiRUcnoN O 6'BENCH G TERRACE GRAIN PER DETAIL \ L ll\\ �---EXIST. DUE MODIFICATION ROCK ESM7. 1�' �y// \ \ \\ EXIST. SLOPE CONSTRMCTION ESMT. \ ACQUISITION CRANIED BY..ATE ROCK 'J RI SNT 3 \ \ GRANTED BY WHITE RRRRRRpppOOO���CCC GRANTED B WHITE ROCK N I I °�w ACOUISITMN CO.,LP.. TO ACOUISITION CO., LP. l DONALD S. ACOUISITIO CO., LP. TO OONALOI S. \ P O \\ CLURMAN PER DOC./2003 7820 -- _- -I I I \ DOC./?003 d782 ON ER 9 RIP-RAP PER DETAIL ON SNT 3 CLURMAN R DOC./200J-87824 I 40 AP DATE ID IF ER \ _ - \ OR W WALL SUWRAIN PER PDEIAILL OVC N SHT 2 ATE OF LATEST CHANGE TO HIS P I\\ \�\ \ ---- - \ M 1/04/06 A.G. \i \ \�\ \ \x// - - OQP°F SSLOMAy qqa I \ I O CONC DIREMOVE INT�RFERINC PORTION OF EXIST _- DATE OF THIS LOT �tE s \;\ i ✓ W�P 02 06 06 I\ \ \\\ /// \ _ J L - W 38474 BASIN ACCESS ROAD PER I DETAIL ONSHT �1 DIGA TII� TICI' T DEC 11 o� ILn ,J p'V � THIS SHEET SUPERSEDES SHEET 4 Th 2�1y- bolU1 ® ROUNOSCAPE PU FENCE AND CATS ,I'`IILQ" J'I� FOF CALIFAI+FO H U N S A KE R & ASSOCIATES CRY OF LAID ELSINORE la USC AND 0 BENCHMARK DISK IN CONCRETE 09 OFESSt 1 ROUGH GRADING PLAN I8 DIAL TWO WORKING MONUMENT STAMPED D 307 1935, IS 38 FT WEST ,J�''A5 s'"t'a 4t• _ R . V I : E OF CENTERLINE CALIFORN14 HIGHWAY 74, 33FT F4'�+ , PLANNING ENGINEERING SURVEYING BEFORE DAYS BEFORE w DOUGLAS SNYDER R.C.E. 24068 EXP. 12/31/07 DOTE Three Hughes Irvine. CA 9261BH: (949)583-1010X: (949)583-075 TENTATIVE TRACT NO. 30698 YOU DIG SOUTH OF POWER POLE 19319 CWr NO. 24068 zt YOU DIG G.M •!NL 5,14 ADDED EXTENDED DETENTION BASIN 70 LOT 11. CHANGED TOTAL SHE N0.i0 1/ALL SHT RAISE PAD/STREET GRADES a LOTS 1-6. 30-42.90-96. 119-120. IJ3-158 SHEETS 4&5 I,1213/07 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PIIElAIImFOR �N SHEET OF mm HEIGHT OF LIGHT ABOVE STATION MARK i METER. AND ADD aA&54,REWiSE EARTHWORK OUANOTIES SHEET 1:ADJUST MOST REMAINING PAD APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SCALE:AS SHOWN TOLL FREE 1-800-227-2600 D.S. 06�05 GRADES UP 0,1'-0.2'SHEETS 6 7 e 8. �' STATE LAWS,AND A PERMIT CAN BE ISSUED. THE CLURMAN COMPANY INC. pIv1L W.O. FOR F.O. FLiR A PUBLIC SERVACE BY ELEV. 1425.76 NAVD 88 MARK BY DATE APPR. DOTE if of CALF REAL ESTATE DEVELOPMENT 784-8 THE CLURMAN COMPANY INCUNDERGROUND SERVICE ALERT ENG�� - - p,ATE;KPiM■av 2003 455 Linden Street,Laguna Heath,CA 92651 �1 GOILIIY KEN SEUMALO R.C.E. NO.36915 (949)494-3707 REAL ESTATE DD ELOPMENT F:\0053\Engineerinq\TR-30698\Grd-RoughGradingNUrd-ShtU4A.dwq „eQ SEE SHE.,ET__. / ; NO . 6 "�� • i O DOWN DRAIN PER DETAIL ON SHEET 3 _ ---�- SPILLWAY PER DETAIL ON SHEET I1 O 2 6'BENCH& TERRACE DRAIN PER DETAIL ON SHEET 3 1.3 c f 17 - \ �VI 00= �7 ' i - � . 6 ]✓ / R� BASIN ACCESS ROAD PER DETAIL ON SHEET I1 O 12'BENCH& TERRACE DRAIN PER DETAIL ON SHEET 3 "`<.<. \•'•�\ I _ - \ �� ; 1 DECORATIVE SECURITY FENCE AND GATE PER O CONCRETE DRAIN TO PIPE INLET PER DETAIL ON SHEET 3 v`\ 2 DYERS FlLTE 9 �___--� 'ram' q9 PROPOSED RIP RA P LANDSCAPE PUNS / \\ MATERIAL —— — ——— --—-- '� \�1'� Q7 SPLASH WALL PER DETAIL ON SHEET 3 % PROPOSED 18”PIPE 5' � / I 1 UTILITY V-DITCH PER DETAIL ON SHEET 3 LOT A 6"N.D.S.ATRIUM DRAIN/GRATE EXIST. FUEL MODIFICATION 1 I ♦.ESMT. GRANTED BY WHITE 1p10.� � I I 1© INSTALL 18"CMP ASPHALT-COATED OR APPROVED EQUAL ROCK ACQUISITION CO., L.P. —� i0 T. GRANTED S. CLUBMAN PER - PASSIVE PARK I I i' S© INSTALL 4"PERFORATED PVC SCHED. 40 FOR WALL SUBORAIN PER DETAIL ON SHEET 2 DOC.y2?)03-878249 ,,,;,;'..• I I ' REMOVE INTERFERING PORTION OF EXIST. CONC.16 DITCH -- .�.�_�,� I I 1© PVC CONNECTION TO CATCH BASIN R/ ?, "'= ,' /' © DOWN DRAIN TO PIPE INLET PER DETAIL ON SHEET 3 L 0 T 4ss- I I INSTALL 12"PVC SCHEDULE 40 OR APPROVED EQUAL TYPE 1 / 01GO=1.1-cfs I D 9 V100=15 fps 10 ESMT. 2 ) I I . i/ PASSIV ,PARK IO,'DX T'S1" EXIST. SLOPE CONSTRUCT / 1 Q GRANTED BY WHITE ROCK , 125 I ( 1 _ 0100=0.7 cfs \ ACQUISITION CO., L.P. TO ONALD S. , ' x/ 110, L ILTER V10o=13 fps ��FRS FCLUBMAN PER DOC.,y2003-g78250 Y / 1,23 I I C1,ZQ 119 I IOTOM T-51I 12,Z 1,21P- �'/ SO• 9 2 LAYERS FILTER 8 ♦w♦(p P-1456.8 I I P-1460.8 '460.8 3 p ♦w 1 _ I P-1458.3 I P-1459.8 7 f 7 _ 8 0 - -- -- l / 1465 L ,T A e R 4jAgo I — 59, ROUGH GRADE SETBgC/T UN£ I // '� NT �/i ', gb ,w♦w 1 148 495—� 1 ♦ 1.♦ 4 �KC 'yr�C, \ — \ / / f 47 i i' '.'t' 16 b Z�1 Z: ' 1 ♦w 505— ', \ .` ��.$�\° ,1 .a. \ \ i' / h. b b ♦w�bb ROPASED ACCESS 1510— -�� 7 7N —— —— - ---- _ ro 6 t '/ ypO ISi. U TY POLES To ; T q' �� • \\\ I --- "•''+.qR/cW\ '" .'�; K4 / '11 i� ROTECTED IN PLACE wb 1 - / 2 —_ sq4 - � ` ' - iL I 4 I ROUGH GRADE SETBACK LINE ' �"1 L 6 Z f i ,. , `/� 152 I _ a I 5�5 •� i I P-1451.3 P-14�32.3� 128 129), I I P-1454.0 I I 1 v 1 I I 5 49 5 - � P-1455.5 P-1457.0 \ ►� �' �32 is-4 1 1455 6U _J J — 1 \ \ n 5 A CESS ROAD ♦` 4 ° 1 14 /� % �153�Z W ?.1 1460 - 4. > I \ E IST u Tr POLES AID 0) ♦ '"''r t it \ <s5 _ / / \ �`� + /SD73 \ 470 _ �0_ �5' P' s / o I �j T I c\Oo I / ti zk W u.E L I o rc T I row�;?zi�, O h '' 5 9 i s � 70 ,L15� w �' I 1 sg �' A ° o ;EXIST. SLOPE CONST C"ON ESMT. AA ,I 7 47Z,6 1 i /// �V 1 8• + O 1 1`�T4' a RANTED BY WHITE R7CK / \ O ! COUISITION CO., L.P. TO DONALD S. �� 3 $ 1 \ '/// ,�'-- \ '�!` rl ♦ ih 1 � + tg9 �g / ' �LURMAN PER DOC.Xa003-878250 \ 1472 � yJ 1 I IG Q \ \ ♦/ P�1aj3.3 P� � _ ,`o''o \ •, ►\ � A � •� I w �F I 473 „cr~ ,rn 7J \ ► ,e d , W 1 0 O � � �g�� w .�.-'J I O / � / �.�� w w,i- 10D V.G , .,\w / � 'N � \ ` i � •....1 Uj /1 \� EXIST. FUEL MODIFICAT1,011 j 0.56 •o w? .� L_ — I \ \ , O g" '�° II ESMT. GRANTED BY WHITe\ n ^ 1 '�� Oe• \ `\ s `` \\ m \ a ROCK ACQUISITION CO., L.P. %I TO .#2003-S.78CL4UR—MAN PE 00 DONA8 29 'Lr,, w 16�V.^w• // �/ ) �� O 615 /\� ;'/ / �F I� i 1� 4;�b `'• * // / L� '�/ — --� 1 I 96 \ � � oo� r- ` rg � o\"I \ U I m I / I ��/ \a , my i "t'✓ / .. 31 \ N O V z \ t^ 1P.U.E. v �J / / c ♦w / IPA / . / —�- P-1479.0 18' 3' li I '\� \` � �// Z:� ' / '/ �1 i I I+ `� \ � 3• P.U.E• � \ o � I h too^ , C. I 7V \ CALE: >r� > CD S U4 /��40 / Q v O� \ 1 / MAP DATE IDENTIFIER DATE OF LATEST CHANGE TO THIS LAP 01/04/06 BY:J.A.G. '�� b' I r 4/ 0 ( II 70 I o mfgT crva oPA`` I W U i \ P C I a tub a vu� �N„ QntIw- Lh N DATE GF THIS PLOT eOF CALIF �' I ', ' / / 4 ,L \ �.I 1 O ! {T I 4, I I 03 29 06 1 5 / , ; I I 1 f r 4c ! c� I D � � R T SEE SH E E T N O . 4 THIS SHEET SUPERSEDES SHEET 5 cn�r of w�a.�� �E*�. � o By H U NS A K E R &I ASSOCIATES N E ROUGN GRADING PLAN B ADDED EKIENOED DETENTION BASIN ON LOTS 124. 125. 126&127 REMOVED BASIN ON °Q0.�AS5$I yI DIAL TWO WORKING MO AND GS BENCHMARK DISK 5,CONCRETE AlG.U. JW.S M LOT 119 CHANGED TOTAL SHT N0.TO 11 ALL SHI. ti� � NYpfgF PLANNING ENGINEERING SURVEYING DAYS BEFORE MONUMENT STAMPED D 307 1935, IS 38 FT WEST DOUGLAS SNYDER R.C.E. 24068 EXP. 12/31/07 DATE Three Hughes Irvine, CA 9261BH: (949)583-tOiDx: (949)583-075 TENTATIVE TRACT NO. 30698 0 BEFORE OF CENTERLINE CALIFORNM HIGHWAY 74, 33FT D.S. 03 06 EUMIMEE TEMP DETENTION BASAYS LOTS 11 AND 116,snow PERMANENT WATER Qu Tr BASRI y �y YOU DIG YOU DIG SOUTH OF POWER POLE 19319 CWT. / LOT 119 SHEETS 5,9 ANO 10 NO. 24068Z" THESE PLANS HAVE BEEN REVIEWED FOR COMPL4WCE WITH THE RAISE PAD/STREET GRADES O LOTS 1-6, 30-42,90-96, 119-110, 133-158 SHEETS 4&5 K E ,12/31/07 a PAEPAwE�F� PLAN SHEET OF � AND A APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SCALE:AS SFIOWN 71�E CLURMAN COMPANY INC. FlLE N0. TOLL FREE 1-800-227-2600 HEIGHT OF LIGHT ABOVE STATION MARK i METER. 0 D.S. O6/O5 GRADES UP DAi'o2RSHEErs sTtRaouANnncs SHEET 1,AD�usT MDsr REMAINING Pao r STATE LAWS,AND A PERMIT CAN BE ISSUED. REAL ESTATE DEVELOPMENT W.O. FOR F.B. APPR. DATE � Cjy11 455 Linden Street,Lf9unf Beach,CA 92651 ]e+-e THE CLURMAN COMPANY INC. 1�� A PUBLIC SERVICE BY ELEV. 1425.76 NAVD 88 MARK BY DATE REVOM TeDP.cAttFoa` _ yLTE:pECEMBEIt 2003 REA1 ESTATE DEVELOPMENT UNDERGROUND SERVICE ALERT EIIC>1NFER COUIrtY KEN SEUMALO R.C.E. N0. 56915 (949)494-3707 F: 0053 Engineering 0 Grd_RoughGrading rd_Sht A.dwg SEE SHEET NO . 6 m'T1°"wm W-- ------- _ - -- L•1 / 7' �-PRO POS 1 DOWN DRAIN PER DETAIL ON SHEET 3 __ i J WALLININ iiSS' _ �Q SPILLWAY PER DETAIL ON SHEET 1 f O 6•BENCH R TERRACE DRAIN PER DETAIL ON SHEET J VIOO= 1t50 �i �.� / �fa-\,',G�Ja BASIN ACCESS ROAD PER DETAIL ON SHEET I / 2 DYERS flLTE i I TO �- 1 DECORATIVE SECURITY FENCE AND GATE PER Q 12'BENCH d' TERRACE DRAIN PER DETAIL ON SHEET J \ " 9 _tom -� - � �®UNDSCAPE PUNS O CONCRETE DRAIN TO PIPE INLET PER DETAIL ON SHEET 3 \ MATERIAL -----__ O \� 7 SPLASH WALL PER DETAIL ON SHEET 3 CDFWJURIS01 TI �4 .5' / LIMITS I �� UTILITY V-DITCH PER DETAIL ON SHEET 3 �' 5 �' EXIST SEE SHEET B L 0 T A. FUEL MODIFICATION .fp � � 1 6"N.D.S.ATRIUM DRAIN/GRATE ESMT. GRANTED BY WHITE A / -ROCK ACQUISITION WHITE L. F 1P 1© INSTALL 18"CUP ASPHALT-COATED OR APPROVED EQUAL I I � � TO a9NALD S. CLURMAN ER / OOC.#2d03-878249 _ CDFW JURISDICTIONAL LIMITS I I 1© INSTALL I'PERFORATED PVC SCHED. 40 FOR WALL SUBDRAIN PER DETAIL ON SHEET 2 i 76 REMOVE INTERFERING PORTION OF EXIST. CONC. DITCH �- PVC CONNECTION TO CATCH BASIN JL/ ` l T „ 455-- __�_,��_�_ � �►�� � I I v %,� © DOWN DRAIN TO PIPE INLET PER DETAIL ON SHEET 3 �.� I' 0 INSTALL 12"PVC SCHEDULE 40 OR APPROVED EQUAJZ TYPE f Qf00=1 cfs Vf 5 fps EXIST. SLOPE CITE RUCTIO�J ESMT. ��• 26 i I I �/ , 0•D X 7• GRANTED BY WHITE ROCK fj , \ i i ACQUISITION CO., L.P. i0 ONALD S. , 2 I 1 DYERS FILTE CLURMAN PER OOC.�2003-t78250 �� j '� I I FS,� i� MATERIAL 6) a 1 I 122 1 121 �120 23 - s 0 -'456.8 1 p_ I O P-1460.8 P-1460.8 s 1458.3 I P-1459.8 s / cs� L T A 9 v UCH CRADf ScrB I CDFW JURISDICTIONAL A:K Ll�E \� _ i� i� LIMITS 1490 X/SL POLES T / ;.^' !\°sk. �N; •.4 \" / �� �9p , PROTE TED CE �--'I`-_ ■ P-1451.3 P-14�2. I I / _�__ 11' \ j-- �--4\PO-134504.0 IIII or,l I55Z13129 50 P-1455.5 1490 r P-1457.0 M' 5; A. 1a95\5p5 5 i 60 u `a + \ \ '3(•r 1 1 , OPOS A CESS ROAD ,�� p 14 O'I.Z 4Q5 `_\ ? O '' �Y�h�,� E ISL u n POLE- n 10 / Q 1 1 n / 153 W I 470 � o/� ., \ l3, p�.E. /,*Bs a . I I , � P• U.E. W \ � 3'_P' 7/ Nei, L 0/ N i a co hA, i \ p4 eL. 2 RO OD rs �\ \ 9c I to I Q/ a o N XIST. SLOPE CONSTI�TCTION ESMT. "pb°'' ! �� `�V J V R -► O \ 6 O \ a �LI RR�1 \ / 4 O O g I�coNulsnoNYCOIT' TO DONALO S. 1 1g7 p_141Z' LURMAN PER Va DOG. 003-878250� 3 � `L• y �� P,�•8 P�14j3.3 P'141 ��� /.!� '^ \'� p UA `,Cr m• C'/� / �\ 1 u I \ '\, " .1. \ 1 0 \+ +o N �.ON a, \, /_ EXIST. FUEL MODIFICATION\ '� V, ESMT. GRANTED BY WHIT ROCK ACQUISITION CO., L.P. i / " k' '��+ -'J \ 1 0 1 1 - \ TO DONALD S. CLURMAN PE \ ~ M ^^ �' , I I \ \ N 5 7 n DOC. 2003-878249- /\��` I 1 ♦ „�00 V' .' �/ i "t4 \ y 17 18' 18 J° \ �� �'��I 1�p1 � ,o ,,. 4 Cr, �� //� �1g - \ I .I \ � �j s � � /� � � I 1` \+1\`' ro 9� / � \ 5 , I 9s 1 � N �O� z \ � ` O �► COZi, c> P.U. LL ►��� f z SCALE: T' - 40' -� VI I ►y I \ .• -01 I 3_P.U.E. I ---- L - - - - - - --- - - \\\ M P CE /, �! Off O I �\"'I 71'il MAP DATE IDENTIFIER', DATE OF LATEST CHANGE TO THIS MAP \ oZlb �� 01/04/06 BY:J.A.G. E� ti\ Paoces�1oh y, I� DATE OF THIS PLOT 9'n. ,'�o aJ MA CERq( /,p I / / / 7• \ I I I I U I N 4a N 4 M U 03 29 06 " my / i / / M �� I 0D o 1 ,s / ?� I I �. � Ina Ii \ O3B4J4 '^ i Y ,.+0 ^ ^ C.O � A �q I D I� R T . C1N1L � r' SEE SHEET N O . 4THIS SHEET SUPERSEDESS I G E 9TFOF CAUFOa RC I. B. PD r'j 4J WY OF L Ayp E(�INOM o Q RIFIAMIAG ALLS AAD 819E SPILLWAY ON LOTS GR 12+,ALONG ILO a 117 REMOVED■W WAY.LOT /J W..�/r W�fi GVi�nM.i r�- ,,,�,,,,,,,,,,,,,,,,,,,,,,,,,,, .v,n,.vvvvv.nnnnn,. D.M. 2L19 RE-TAI1M•wAus ANO PULIFD f1ACK ROUGH GRAOR.1:MONC LOT 70.MID WALL BELOW LOTS /��.ty�T H U N SAKE R & ASSOCIATE S 110•109.SEE 9,EETS 20.5C,61 7A 98 t Ia T' ROM I�s�.#NG PUN �� USC AND GS BENCHMARK DISK IN CONCRETE ADDED EXTENDED DETENTION BASIN ON LOTS 124. 125, 726 A 127.REMOVED BASIN ON QaOFE5510., , R V I N E Ryy�q V■yyq■�{� DIAL TWO WORKING ® G.M. JA4'.5,N LOT 119 CHANGED TOTAL SHT NO.TO 11 ALL SHT Qro ,�s spyo<V, PLANNING ENGINEERING e SURVEYING DAYS BEFORE MONUMENT STAMPED D 307 1935, IS 38 FT WEST DOUGUS SNYOER R.C.E. 24068 EXP. 12131107 DATE 9 e ( ) ( ) TENTpTiVE TRACT NO. 30698 BEFORE OF CENTERLINE CALIFORNIA HIGHWAY 74, 33FT ELIMINATE EMP DE ENTION B4S9/S LOTS 11 AND 116.SHOW PERMANENT WAFER QUALITY BASIN N 8 F Three Hughes Irvine, CA 9261BH: 949 583-161DX: 949 583-0% YOU DIG YOU DIG SOUTH OF POWER POLE 19319 CWT. D.S. Q3/D8 LOT 1-19 SHEETS 5,9 AND 10 __ _ m N0. 24068 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE 4 RAISE PAD/51REEr GRADES®LOTS 1-6, 30-4T.90-96, 119-120, 1J3-158 SHEETS 4&5 a� Up.12/31/0] M�PAItm FOR S• TOLL FREE 1-800-227-2600 HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. �7 D.S. Ds/05 AND ADD 4A&5A.REVISE EARTHWORK QUANTITIES SHEET 1;ADJUST MOST REMAINING PAD APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SW.E:AS SFWWN THE CLURhuN COMPANY INC. - GRADES UP 0.1'-o.z'sHEErs s.7 e e. s1 rA ST LAWS,AND A PERMIT CAN BE ISSUED. REAL ESTATE DEVELOPMENT w•O• FOR F.0. 174 0. �/�A PUBLIC SERVICE BY MARK BY DATE APPR. DATE 4f 1VICOR` =�� (- _2oL455 Linden Street, una Beach,C.A 92651 76+-e THE CLURMAN COMPANY INC. ..I Y1(ELLY. 1425.76 NAVD 88 RlYOR�IIg REAL ESTATE DEVELOPMENT ll- ht�1 UNDERGROUND SERVICE ALERT EIIfANEER COUNTY �SE91�[iT• R.C.E. N0.i69F6-- / (949)494-3707 Engln Ben ng TR-30698 Grd_Rough TOding Grd_ ht .dwg ' PROPOSED GRADING ESMT. PER )r i SEPARArE IN57SLIJIENZ——— 1490 PROPOSED GRADING ESMT. PE sEPaaa INsreuMENi— 1495 2:1 1500 1505 F,b — 1 I 1510 �I I P-15U7.3 , P-1512.2 P-1518.3 MA ER Y wC, ^^ o 8 , ' e , �. os �O P-1546.8 1� \ \ w,S Aa L 0 IT E� - ga` I j K b o � � * P. 1 I I �� ii� \ .�6j7k• � � 2 \ \\ � 7^ 1 TYPE 7'T SCALE- TON, T-_ .7CAlI.IGx � T' � 40I 9f ^ "q a — - 1 LAYERS flLTER ZONE I {II,\�--��XISLI FUEL MODIFICATION t1 ^�' '` �� 0 •`A ^ ^ ,v. .,v.�"� o �~ MATERLILI Q, FUEL MODIFICATION ESML GRANTED BY WHITE y 1475. fit , .10 0 v ` K LINE pg28 1 TOCDO ACQUISITION IS. CLURMANLPER II 467 iW t%v`j ^�`^"' '•^ ^ ^ _ RO/BADE S \ ,c'�O�G 1 1 -- I DOC./003-8 78219 ( oa7 �A� '4;6:3 _ LOT 109 1 \ ! O•I - 4 W EXIST.FUEL MODIFICATION i 1 o1'v n _ 3tI 9 p—j494.9 ESUT. GRANTED ADEL FOUZIEH ABUSAMRA RA TO THE CLURMAN COMPANY, INC. PER s c ,oaf 14 6. Ae7�TIN 40 0 2 9 p 3' 109 1 20' F- Doc.�4aozz C_O_NSTRU_CT10N_N_OTES I sj 149 1 -- -- -- P I I 1 DOWN DRAIN PER DETAIL ON SHEET 3 4— 4 61 >>S P�14BS,7 P-1489.4 P-1492.0 1 ' \ i 147 11 ,�,�e� y \ I 16'BENCH 4• TERRACE DRAIN PER DETAIL ON SHEET 3 44 O ''� / \ 1 / O INTERCEPTOR DRAIN PER DETAIL ON SHEET 3 QoFEss ,j / 1413.33 TW \ I O CONCRETE DRAIN TO PIPE INLET PER DETAIL ON SHEET 3 OQ MA YON"9C 147. \ P POSED GRADING ESMT. �u��OpJ Eq m \ ; � �• �-` f Q7 SPLASH WALL PER DETAIL ON SHEET 3 CONCRETE V-DITCH PER DETAIL ON SHEET J ICTIONAL RIP-RAP PER DETAIL ON SHEET J LI / 7�1 UTILITY V-DITCH PER DETAIL ON SHEET J s9rfoccweDe- \ �� ?•> J�(�—IF J� / �1� 6 NOS ATRIUM DRAIN/GRATE _ �, J!P j' INSTALL IS-CUP ASPHALT-COATED OR APPROVED EQUAL MAP DATE IDENTIFIER 470� 13 INSTALL 12'PVC SCHED. 40 OR APPD. EQUAL DATE OF LATEST CHANGE TO THIS MAP .✓ \ �. 1 �--y )o •Ax 06 20 05 BY: 465 A • 1 // Q INSTALL 4'PERFORATED PVC SCHED. 40 FOR WALL SUBDRAIN PER DETAIL ON SHEET 2 DATE of THIS PLOT 1 --�� REMOVE INTERFERING PORTION OF EXIST. CONC. DITCH O 8 �6 f TT r =1•J Jl�y, �- �! ��_ RETAINI 1 S/ 1! SPILLWAY PER DETAIL ON SHEET i1 �1YJ BASIN ACCESS ROAD PER DETAIL ON SHEE:11 I TON, i=5✓r / - ` MM� , 2 LAYERS FILTER ,.�''� t r JDECORATIVE f °� y MATERIAL 9 —— ____ ,t:�_ LAN SCA� SECURITY FENCE AND fnlT t MGA V� HUNSAKER & ASSOCIATES a"OFL �USC AND GS BENCHMARK DISK IN CONCRETE . ' I T OFES51 �..� DIAL TWO WORKING MONUMENT STAMPED D 307 1935, IS 38 FT WEST oRa�s s < I R V I N E ROUGH GRADING PLAN 6A OF CENTERLINE CALIFORNIA HIGHWAY 74, 33Fr RELOCATED DETENWN BASIN SPILLWAY ON LOTS 124, 125. 126 B 127.REMOVED WALKWAY, Nra 4. BEFORE DAYS BEFORE 0 GMr Oat zit RETAN"WALLS AND PULLED BACK ROUGH GRADING.ALONG LOT 79.,CAD WALL BELOW LOTS �� 4' PLANNING • ENGINEERING • SURVEYING SOUTH OF POWER POLE 19319 CWr. 110 B 109.SEE 941-M 28,5C.BA 7A 9d a IDA y q DOUGLAS SNYDER R.C.E. 24068 EXP. 12131105 DATE TENTATIVE TRACT NO. 30698 YOU DIG YOU DIG n Three Hughee Irvine, CA 9?61 BH (949)583-101DX: (949)583-075. G.M. AN A 1 AooEO EXTENDED DETENTION BASIN To LOTS 117 s 118,CHANGED TOTAL SHr.No.rO 11 ALL SHT " NO. 24068 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE 41. HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. E.,12/51/os A -- ' TOLL FREE 1-800-227-2600 RAISE PORTIDN of TRAcr AND Al 11 11T PAO ELEv 111 HIGHER To HELP ACHIEVE APPROPRIATE CONDITIONS OF DEVELOPMENT AND OR CITY AND PREPARED FOR PLAN SHEET D.S. 06/05 FPRTHWORK BAfANCE'ALL SHEETS J` / 'AS�tIV — �' A PUBLIC SERVICE BY ELEV. 1425.76 NAVD 88 r r ST LAWS,AND A PER lT BE ISSUED. THE CLURMAN COMPANY INC. �r alv1� � I11 W.O. FOR F.6, FlLE NO. UNDERGROUND SERVICE ALERT MARK BY DATE REVISIONS APPR. DATE FOP CAL1 " J-�'� REAL ESTATE DEVELOPMENT NO. �-Zl't�E'O �1�. '�� 455 LIndM Street,494-3 Beach,G 92651 781-8 THE CLURMAN COMPANY INC. 1(1^I A OlORl�t COUNTY VI1 1`C/i DEMON HABIB R.C.E. N0. 83156 (949)A9A-3707 REAL ESTATE DEVELOPMENT 7 F: 00 Engineering TR_3069 Grd_RoughGrading rd_ ht .dwg - TYPE 1 0100=1.1 e/a .* 9 V100=15 fps PASSIVgEPARK I Tow,X r= rs1' 0100=0.7 Ofa 2 LAYERS FILTER V 100=13 fps MATERIAL IO X TW T sT 1 TON, T=51' S0, 9 2 LAYERS FILTER y MATERIAL �. 47 485-'C �b .' Aso 4 1490� i ° 20 IN ROPOSED ACCESS TO PASSIVE PARK 5550 , \ I � \ 5 j qg5 1', _2x //r 535 500 / /� /1 EXIST.FUEL TED BY MODIFICA71WH L.P. ESMT. GRANITE \ \ ROCK ACQUISITION CO., V TO THE CLUBMAN CO.,INC �I/ W ti�e 1 "\ 0 s DOC.12 003-8 78252 1-` 9 I" LLI I \ \ U EXIST. SLOPE CON I l / ESMT. GRANTED BY WHfTf ROCR�I 1 ~\ \ /� t �� ' 6� A3^• ,A I ACQUISITION CO., L.P. TO h ,\ DONALD S. CLUBMAN PERT DOC.12003-878252 \ 1� I JI 10 C. 40 W SID LU -0 g 1 w °f _ 1 \Z Oo \ In � \ ,Q. A ._ ( o I s \ is ` � I t 1z � /1 A lA O w � � i1 � � CL w ul F1 ` ur(� \1 70 Mai r ^ 6 / \ I A o c I " 1 ' o A � � � I' I I U V I 1 't ---- J, P.U.E.P, rn h �M h I —— SCALES _ � _ a - to r--r—� _ / 3, P ti I 7 18' 118' y7 Q I I EXIST. FUEL MODIFICAI�O11 1 i ESMT. GRANTED BY WHITE N O ROCK ACOUISITION C9. L.P.TO THE CLUBMAN INC "Ai I I z DOC./2003-8782s21 2/ \ O o a I /�/� c T7 -0 t � '1. T. i�i y I �. O § i i 1 9rvN.7��r 1•� - - ( I i 6 1 I A 3' 1 Ir 3'P.U.E. a I I --- --}. �-- DOWN DRAIN PER DETAIL ON SHE 3 MAP DATE IDENTIFIER o �' c "' � '� _ — 7 \ I �, DATE OF LATEST CHANGE TO THIS MAP � O OENCH d• TERRACE GRAIN PER DETAIL ON SHEET 3 06/20/05 BY.J.A.G. oQ JOFMAaIF", SEE S H E E T N O • O4 12'BENCH! TERRACE DRAIN PER DETAIL ON SHEET 3 DATE OF THIS PLOT 4'°e- -y�gs'Fy O7 SPLASH WALL PER DETAIL ON SHEET J O� S OG - -''i1�' m O9 RIP-RAP PER DETAIL ON SHEET J ° 38474 m UTILITY V-DITCH PER DETAIL ON SHEET J Sf TFCFICVAML\FP 16 REMOVE INTERFERING PORTION OF EXIST. CONC. DITCH O O MG /'-LERT IIIIIIIIIER 1 CCC/.JJJ H U PI S A K E R & ASSOCIATES CRY OF LAKE ELSINORESNFar No. USC AND GS BENCHMARK DISK IN CONCRETE QPOFESSIp I R V I N E ROUGH GRMNG PLAN 7 DIAL TWO WORKING MONUMENT STAMPED D 307 1935, IS 38 FT WEST ��oJG�6S Sp oe , PLANNING ENGINEERING • SURVEYING BEFORE DAYS BEFORE OF CENTERLINE CALIFORN14 HIGHWAY 74, 33FT o° Py DOUCLAS SNtt1ER R.C.E. 24os8 EXP. f2/31/05 DATE 9 ( ) ( ) TENTATIVE TRACT NO. 30698 y Three Hu hea Irvine, CA 949 583-101 DX: 949 583-075 SOUTH OF POWER POLE 19319 CWT. n YOU DIG YOU DIG NO. 24068 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. ) E"o•1 2/J1705 A FBQABm FOR PLAN SHEET OF Sm TOLL FREE 1-800-227-2600 RAISE PORnON OF TRACT AND ALVUSr HOST PAD ELEVATIONS HIGHER TO HELP ACHIEVE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SCALE AS SHOW14 ENT 1 D.S 06105 EARTHWORK BALANCE;ALL SHEETS. VS r STATE LAWS,AND A PERMIT CAN BE ISSUED. THE CLUBMAN COMPANY INC. A PUBLIC SERVICE BY ELEV. 1425.76 NAVD 88 MARK BY DATE APPR. DATE �rfoPCAL% °p� BEALESTATEDEVELOP h,C W.O. FOR F.B. FILE NO. - UNDERGROUND SERVICE ALERT cAU F _ 455 LInGn 57aat,Lyun•Btach,G 92451 010pm FIEVIum COUIRY KEN SEUMALO R.C.E. NO. 56915 DATE,DEOEMAMM 2003 (949)49+3707 �r F: 005 Engineering TR_30698 Grd_RoughGrading Grd_Sht07A.dwg � f I I 7 % I TYPE I 1 0100=1 cle -� 1 VI 5 fps / 'D X 1 YERS FILTER MATERIAL i \ 7• ----- Q CDFWJURISDICiIONAI 4 p ` 1485�`` LIMITS 1490 195 ' 500 1505 \ I� O / 51 2. / 2 1 149 // / 11 // 535 53Uliggi 05 / EXIST. FUEL D ` ESML GRANTEE BY WHITE D BY WHITE 7 '� ON CO, I.P. W ROCK ACQUISITI :\ v i TO THE CLURMAN CO., INC 1 W tir/ 1 1 O / Doc./2003-8782521� CIO Al 0 1 I N — EXIST. SLOPE CON R���* ESMT. GRANTED BY WNITE ROCII ACQUISITION CO., L.P. TO DONALD S. CLURMAN PER DOC.12003-878252 ILIN a, W 1 O I 1534 7 W � � o � �_ b I 0 A , �wCLI 7m a Qh m 17' V A rZ i T ?I I I // 'p 1 U V n 3' P.U.E• V 1 � I4. i I i ---- 3• p.U. • 1 �t S • ' R 111 ¢ 7' 18' 18' '7` n I I XI51. FUEL MODIFICA 1 I 1 u ESMT. GRANTED BY IWT�I�TEN Uf ^ II 1 N O Z I Q m , `5y' -.o '- ROCK ACQUISITION CO%LP. I y O v 1 I I p I 11 'S`" I� _ TO THE CLURMAN CO(INC l N I v` ,•I I I , /.-\ I.N DOC./2003-8782521 ITy I 1�w /�� I I W 1 � � I ' M) 1 I I y i 1 I N1 3'P.U.E. ! � MAP DATE IDENTIFIER - --- - DATE OF LATEST CHANGE TO TJIS♦MAP CONSTRUCTION NOTES 06/20/05 BY.J A.G. yOeVaFMAP,NgI S E E S H E E T N O . 8 , M 01 01 THIS PLOT06 - a44 `aim O DOWN DRAIN PER DETAIL ON SHEET 3 O RIP-RAP PER DETAIL ON SHEET 3 SCALE; T O 4y No.38474 Qj 6'BENCH d TERRACE DRAIN PER DETAIL ON SHEET 3 ® usury y-DOH PER DETAIL ON SHEET 3 A O4 12'BENCH d TERRACE DRAIN PER DETAIL ON SHEET 3 (@ REMOVE INTERFERING PORTION OF EXIST. CONC. DITCHDI - avlL rP / 0 SPLASH WALL PER DETAIL ON SHEET 3 /\ G cLERT 4TF OF CPI�faQ Qf! /���� / ' HUNSAKER & ASSOCIATES MY OFUIEELSINM l SHEET NO. T USC AND GS BENCHMARK DISK IN CONCRETE ROFEss1 �� DIAL TWO WORKING MONUMENT STAMPED 0 307 1935, IS 38 FT WEST �oQ�PIS sA X I R V I N E ROUGH GRADING PLAN BEFORE DAYS BEFORE OF CENTERLINE CALIFORNIA HIGHWAY 74, 33FT ��o°J �foft pOUGlAS SNYDER R.CE 2406E EXP. 12/31/03 DATE PLANNING ENGINEERING • SURVEYING SOUTH OF POWER POLE 19319 CWT. RELOCATED OETEMION B4SIN SPILLWAY ON LOTS 124, 125, 126&127.REMOVED WALKWAY, y -�o Hugne�Irvine. CA•9261BH' (949)583-161DX. (949)583-075. TENTATIVE TRACT NO. 30698 YOU DIG YOU DIG Z� O.M. APR.2J,19 RETAINING WALLS AND PULLED BACK ROUGH GRADING ALONG LOT 79 ADD WALL BELOW LOTS V 110&log .SEE SHEETS 28,,5C,6A,71,&IDA. NO. 2406E THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. E.v.12/31/as PREPARED FOR PUN SHEET TOLL FREE 1-800-227-2600 RAISE PORTION OF TRACT AND"UST MOST PAD ELEVATIONS HIGHER TO HELP ACHIEVE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SCALE; IS SHOWN OF SFrtS. A PUBLIC SERVICE BY D.S. 06105 EARTHWORK BALANCE;ALL SHEETS �y, Pp THE CLURMAN COMPANY INC. ELEV. 1425.76 NAVD 88 r STATE LAWS AND A PERMIT CAN BE ISSUED. REAL ESTATE DEVELOPMENT � c1vl� d W.O. FOR F.S. FILE NO. MARK BY DATE APPR. DATE fpA.CALIF UNDERGROUND SERVICE ALERT REVISIONS - DATE;DECEMlER 2003 455 Linden Street,Laguna Beach,CA 92651 ENf�E>Elt COUNTY KEN SEUMALO R.C.E. NO. 56915 (949)49+3707 F:\OUb3\Engineering TR_30598 Grd_RoughGrading Grd_ ht0 A.dwg ESMT. GRANTED BY MI�ITE - I I I CONSTRUCTION NOTES t1m Q I U Q 1 Q y ? I I J- ' ROCK ACQUISITION CO% L.P. y I I TO THE CLURMAN CO INC N I \ 'I III V I \ II M DOC./2003-878252 fJJ�� (/\ \ I + I M I N I I I I 1© INSTALL 4"PERFORATED PVC SCHED. 40 FOR WALL SUBDRA/N zt / \ PER DETAIL ON SHEET 2 'I I it 1 , I. I I''; 16 REMOVE INTERFERING PORTION OF EXIST. CONC. DITCH � 11 \ •'A �Uq A-, � I M 3'P.U.E. I I I 3'P.U.F. � I I I ODQA O li "- � - I �O O .�- / ' -- —-� rl, :: ER DETAIL ON SNEET I/�7� SAD PER DETAIL ON SHEET 11V \ 18 O1 O. A I SECURITY FENCE AND GATE PEREXIST. SLOPE CONSTRUCTI NPLANS III �39•\ 9 I I I I• / / I I ACQUIS��ONTCO.B LP.WHITE To \ DONALD S. CLURMAN PER ttl 1 I. \503' .\ A , N i H N c Q I ,' •• y III I -j " / --}- ' DOC..42003-878250 71 O V A V I, `�\• J I � /� 1� —— —— —�� I1 �8 III � � 'y-_` I I i I I I I/�// � � I ,• 0 1 O0�p \ O a 7 J I I � ► A t�o o N O ' 1 1 525 % w \ - - u R / v. -7-1500 2.1 — T� � . �- ro b • •. EXIST. FUEL MODIFICATION ESMT. GRANTED BY WHITEVa I -Erq^�• _ �i w ~'',. ' I 1534•8 ROCK ACQUISITION CO., L.P. /1 + w-J P;, "ut, new:,d'.•.• °�'• p c (- P_ TO DONALD S. CLURMAN ■ �F a ,� � �'� p. �7 - - --- ( 1 �1 J2g.e I.ro 51 r+ER-°°G.�a°oc- ,1525 0 Iry 6 Z I 1 I ` PO `� /.� ( ►. ,RAD SETBACK LINE P-12 I I I p-1503.5 1 P-1509.3 N P t��4.9 N 11 I` 11 i I i t I p-1496.8 I P—;499.0 I N 46 ► O ( 45 I -• 5.3 I 43 44 j, ► 1 Ii I lszs b li it I, 520— -- W 1 ► 1515 -_ - I I I 1V1 EXIST. SLOPE CONSTRUCTION I I 1505--_ 1510-- 3] \A�� ESMT. GRANTED BY WHITE ROC I I __JSpp --I ,;\O6 I ACQUISITION CO., LA TO 2:1 0 ------ - �2 NI DONALD S. CLURMAN PER W ---- /4w5 2:1 - —� lam,�A� voc7oQS8Bzs� TT i I O ---- ` eT �`Ag`. A9i ` A P-1510.a P-1511�7 1 N NI I I - 1 ` I I / r,—-- -- 27 CD ` 25 24 23 �22 21 P-1484.7 P-1505.5 . . .P-1485.1 P-1484.7 - `� \�y / t li--LU ------ �y -- T y 44 \4 ., . �y •M. ,4 3D0 Y.C\ yy �r -------------------- I� f — II I m II I P-1485. B , I P-1487.5 I P-1491.5 1 P-1497.0 o P-1505.0 I P-1510.2 f0 1 20' 2D' fo• I 12 14 � 15 f8 I I I 17 O O I OI 0 , � O ,_ O , 0 ,,OF SSIO 5 MA yFg9`�1 I \1 w l I I N IN I I I I BORE `t Fc jP c �•^ FOF CALIFO ROAD MAP DATE IDENT \ 3� EXIST. SLOPE CONSTR CTION IFIER \ ESMT. GRANTED BY W ITE ROCK DATE OF LATEST CHANGE TO THIS MAP ACQUISITION CO., L.P.II TO I '• 06/20/05 BY:J.A.G. \ 2$ DONALD S. CLUBMAN PER DATE OF THIS PLOT ( \ DOC.J2003-878250 , C. ,A\ i EXIST. FUEL MODIlI-�T]J,,',.ESMT. ��/// / SCALE: T� rLO' O'� 1 8 06` \ GRANTED BY WHITE ROgK ACQUISITION CO., LP. TO DONALD S. \ S \\ / CLURMAN PER DOC./2 3-878249 BMW I I IFAL� PwAm BY tivv..WG /1=1-4ERT� USC AND GS BENCHMARK DISK IN CONCRETE H U N S A K E R & ASSOCIATES CITY UI��NORE T W. paFESS/ DIAL TWO WORKING MONUMENT STAMPED D 307 1935, IS 38 FT WEST oR AS S/�°^+< I R V I N E ROWN GRADING PLAN �� BEFORE I DAYS BEFORE OF CENTERLINE C4LIFORNIA HIGHWAY 74, 33FT �� Of F PLANNING • ENGINEERING SURVEYING YOU DIG SOUTH OF POWER POLE 19319 CWT. ., - N DOUGLAS SNYDER R.C.E. 24068 EXP. 72/31/05 DATE 9 ( ) ( , TENTATIVE TRACT NO. 30698 YOU DIG Three Hughes Irvine, CA 9261BH: 949 583-tO1DX: 949 583-075 lj� G.M AN 4/4 ADDED EXTENDED DETENTION 84SIN TO LOT 11.CHANGED TOTAL SHT ND TO I1 ALL SHT W NO. 24068 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE - HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. s E•v.12/31/05 PREPARED FOR TOLL FREE 1-800-227-2600 RAISE PORTION OF TRACT AND ADJUST MOST PAD ELEVATIONS HIGHER W HELP ACIUEVE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SCALE:AS SHOWN PUN�I'IE� -9115. 1 D.s 06 05 EARTHWORK IIALANCE,ALL SHEETS. ? r STATE LAWS,AND A PERMIT CAN BE ISSUED. THE CLURMAN COMPANY INC. A PUBLIC SERVICE BY ELEV. 1425.76 NAVD 88 �r Civil REAL ESTATE DEVELOPMENT W.O. FOR F.0. FlLE MARK BY DATE APPR. DAJE f dE`' UNDERGROUND SERVICE ALERT REVISIONS aLtF PATE;--A—2003 455 Unden Street,Laguna Beach,CA 92651 784-8 THE CLURIAIN cDMPANr INe. ENGlEEIt OOIRRY KEN SEUMALO R.C.E. N0. 56915 l"1 J(949)494-3707 REi1E MAT DEVELOPMENT nglneering TR-30698 Grd_RoughGrading rd_ ht0 .dwg EROSION CONTROL GENERAL NOTES SEE SHEET N O 10 A. IN CASE OF EMERGENCY, CALL DON CLURMAN —AT (949)310-4573 `� �/ `• -� 'v` l091 I7lk'� - ;- - D 1 B. THE UNDERSIGNED CIVIL ENGINEER WILL REVIEW PLACEMENT _ OF EROSION CONTROL AND INSURE THAT WORK/S/N I \ I ACCORDANCE WITH THE APPROVED PLANS. 12130106 I DOUGLAS SNYDER RCE 24068 EXP DATE / m 2 I C. A STANDBY CREW FOR EMERGENCY WORK SHALL BE I D AVAILABLE AT ALL TIMES DURING THE RAINY SEASON, OCTOBER 15 I .i THROUGH APRIL 15. NECESSARY MATERIALS SHALL BE AVAILABLE o0 ONSITE AND STOCKPILED AT CONVENIENT LOCATIONS TO / FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVISES OR _r A B �,...•sr,.. REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN • I aL � F[pN, IS IMMINENT. D. EROSION CONTROL DEVICES SHALL NOT BE MOVED ORfJ MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER. E. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY I 1 WHEN THE FIVE DAY RAIN PROBABILITY FORECAST EXCEEDS 40 i vlr PERCENT I F. AFTER A RAINSTORM,ALL SILT AND DEBRIS SHALL BE I •rr I - REMOVED FROM CHECK BERMS AND DESILTING BASINS.ANY • GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. I I ' G. FILL SLOPES AT THE TRACT PERIMETER MUST GRAIN AWAY j \ FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. / H. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE POSTED ON THE SITE TO PREVENT PUBLIC TRESPASS INTO AREA WHERE \ I t I r r)!`,..- ,,,. A B M, ® i WATER IS IMPOUNDED WHENEVER THE DEPTH EXCEEDS TWO FEET r t 0 OR CREATES A HAZARDOUS CONDITION. / / I v\ y A B I r '" �� ® ,t ��•'� �/ I � I �,o. a C A B /I ENGINEER'S NOTES AND LEGEND U „• ® / ...... INDICATES STRAW WATTLES \ �' •. 1° A B INDICATES GRAVEL OR SAND FILLED BAGS \ o I t INDICATES SILT FENCE AS NOTED A B l r• 000000 INDICATES FIBER ROLL AS NOTED A B ,mow FLOW_ INDICATES DIRECTION OF FLOW �� i + C lI `I m ,. A B, f •, INDICATES STABILIZED CONSTRUCT/ON ENTRANCE AS SHOWN HEREON. � _ • ��� ►��W, ► t E HP INDICATES HIGH POINT ,' ( ' ► ' t ' '`-� -mow ; ; `• I I i LP INDICATES LOW POINT / / \� 1 • l •y ALL SLOPES TO BE PROTECTED FROM EROSION BY HYDRO-MULCH • _ , SEED MIX AS SPECIFIED BY DEVELOPER AND APPROVED BY THE COUNTY OF RIVERSIDE. >/ i ►�4 EROSION CONTROL coNsmcnoH NOTES I o - II A STREET STRAW WATTLE PER DETAIL ON SHEET 10 � ,` � • � _ • � T`--"f • © TYPICAL STREET SECTION PER DETAIL ON SHEET 10 I�, / i ^A } � f� o ` l • / © CHECKOAM PER DETAIL ON SHEET 10 \ • # s SILT FENCE PER DETAIL ON SHEET 10 , • ® ® ® ® ® A,x O STABILIZED CONTRUCTION ENTRANCE PER DETAIL ON SHEET 10 Q TYPICAL FIBER ROLL INSTALLATION PER DETAIL HEREON MAP DATE IDENTIFIER ---- DATE OF LATEST CHANGE TO THIS MAP �- 06/20/05 BY:J.A.G. paeesslp i ��' / DATE OF THIS PLOTMA VEIN,( 03 29 06 P q �� / ,-- - - -- ------- - ----� �- - - - SCALE' T' = 80' r i - -- MGA—LERT w v H U N S A KE R & ASSOCIATES CRY OF LAID:ELSINORE sHEEr No. USC AND GS BENCHMARK DISK IN CONCRETE aoFCssr ' DIAL TWO WORKING MONUMENT STAMPED D 307 1935, IS 38 FT WEST ADDED Exmroeo'vErENnora flasrrvs To Lo`Ts rz4.-Tn.-rzs-g r2T AND LOT rr eENoveo F .6 1 R V I N E ERoswr+CONTROL PLAN 1 BEFORE DAYS BEFORE OF CENTERLINE R POLE 1 HIGHWAY 74, 33Ff Q G.M. A.4 I4 A o aF t` - PLANNING ENGINEERING • SURVEYING 9A BASIN FROM LOT 119.CHANGED TOTAL SHT.N0.TO ii ALL SHT o q'�+ DOIICLAS SNYDER R.C.E. 2406e EXP. 12/31/05 D,TE ' TENTATIVE TRACT NO 30698 YOU DIG SOUTH OF POWER POLE 19319 CWT. E+ � Three Hughes Irvine, CA 9261RH: (949)563-1010%: (949)583-075' YOU DIG ELIMINATE TEMP D.9 AND H45wS LOTS r l AND 718.SNOW PERMANENT WATER QUALITY&SM Z D.s. o3/os LOT 119 SHEETS 5,9 AND 10 W NO- 24068 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIWCE WITH THE HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. Exp rz/sr/as a PREPARED FOR PLAN SHEET TOIL FREE 1-800-227-2600 RAISE PORnoN OF rRacr AND Awusr MOST PAD EitvanoNs HIGHER TO HELP ACHIEVE APPROPRIATE CON0I77ONS OF DEVELOPMENT AND/OR CITY AND SCALE;AS y{pWN �1 OF lFlli D.S. 06/05 EARTHWORK sALLANCE;ALL SHEETS. STATE LAWS,AND A PERMIT CAN BE ISSUED. THE CLUNMAN COMPANY INC. A PUBLIC SERVICE BY ELEV. 1425.76 NAVD 88 �r crvl� W.O. FOR JF& FILE MARK BY DATE APPR. DATE f � REAL ESTATE DEVELOPMENT UNDERGROUND SERVICE ALERT REVISIONS OF CALIF COI1NfY KEN SEUMALO R.C.E. NO. 56915 -- DATE:OECEMROI 2007 455 Llnden Street,Laguna494-37B•ach,CA 92651 794-r THE GESTATE COMPANY INC. REAL ESTATE DEVELOPMENT ngineering T_ 0 rd_ ough ra Ing rd_ ht A.dwg EROSION CONTROL GENERAL NOTES SEE SHEET N Q , 10 A. IN CASE OF EMERGENCY, CALL DON CLURMAN AT (949)310-4573 ~ / 1 B. THE UNDERSIGNED CIVIL ENGINEER WILL REVIEW PLACEMENT OF EROSION CONTROL AND INSURE THAT WORK/S/N ACCORDANCE WITH THE APPROVED PLANS. -- I I 12130106 \ I / �� \ I I DOUG[AS SNYDER RCE 2406E EXP DATE I C.A STANDBY CREW FOR EMERGENCY WORK SHALL BE / j • I p 2 AVAILABLE AT ALL TIMES DURING THE RAINY SEASON, OCTOBER 15 THROUGH APRIL 15. NECESSARY MATERIALS SHALL BE AVAILABLE ONSITE AND STOCKPILED AT CON VEN/ENT LOCATIONS TO FACILITATE RAPID CONSTRUCT70N OF TEMPORARY DEVISES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN ! IS IMMINENT. i • _I AW oc' 7 I '�` � .ratz ♦ A B � 0. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER. I m I E. f ALL REMOVABLE PROTEC77VE EROSION CONTROL D C) EVICES I I w. SHOWN SHALL BE/N PLACE AT THE END OF EACH WORKING DAY I {` WHEN THE FIVE DAY RAIN PROBABILITY FORECAST EXCEEDS 40 I I B '� !•: \ PERCENT. I - F \ F. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESIL77NG BASINS. ANY • I •• `)\ GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. \ + I m G. FILL SLOPES AT THE T5ACT PERIMETER MUST GRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. ^ p t N m m•�•.•♦H. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE POSTED � ' ON THE SITE TO PREVENT PUBLIC TRESPASS INTO AREA WHERE WATER IS IMPOUNDED WHENEVER THE DEPTH EXCEEDS TWO FEET OR CREATES A HAZARDOUS COND17ION. I i I \ �' •�z d.a, / I \ A B s A B I I ENGREM'S NOTES AND LEGEND "w'•w'•• INDICATES STRAW WATTLES F\ \ � "-" j �1 I INDICATES GRAVEL OR SAND FILLED BAGS � \ � � It INDICATES SILT FENCE AS NOTED \ A B l� 000000 INDICATES FIBER ROLL AS NOTED � ', •�,,y` x + - FLOW INDICATES DIRECTION OF FLOW Al A� I ( '� �' -+ ��• - - l I A, INDICATES STABILIZED CONSTRUCTION ENTRANCE AS SHOWN HEREON. J ,I pa HP INDICATES HIGH POINT •� d t t -I\ LP INDICATES LOW POINT tt_\ •tom, ► _q- DW.t t E I t %ALL SLOPES TO BE PROTECTED FROM EROSION BY HYDRO-MULCH / `• SEED MIX AS SPECIFIED BY DEVELOPER AND APPROVED BY THE t COUNTY OF RIVERSIDE. I i al. EROSION CONTROL CONSTRUCTION NOTES � \�/ �` - i � `�, ;� A B � / I I A B / O STREET STRAW WATTLE PER DETAIL ON SHEET 10 �� I m •`"� � / f J © TYPICAL STREET SECTION PER DETAIL ON SHEET 10 F,w- i I t ' I,ice; t © CHECKDAM PER DETAIL ON SHEET 10 -- -- - # ', l OD SILT FENCE PER DETAIL ON SHEET 10 A-----.- � I I .i1 m p O STABILIZED CONTRUC77ON ENTRANCE PER DETAIL ON SHEET 10 I I ' F TYPICAL FIBER ROLL INSTALLATION PER DETAIL HEREON MAP DATE IDENTIFIER / — - --- DATE OF LATEST CHANGE TO THIS MAP i —� O6/20/OS BY:J.A.G. I � �� �� ———————————————— DATE OF THI$ PLOT vpoF EsslaN 03 29 06 OOLM,Y� F72 P MG /1 N 38474 \ � / / ___�___—— __ — / SCALE. " �T''r'L--^V�y �'` sy CA 1L �n-v,�/.�1 &4,Q I/•r..�.•.•.N.,M,�„µTFOR CAJf O hVY V'.."N' 'i•Y.�Z�ZQELOC4TEO DETENTION B451N SPILLWAYON LOTS 124, 125. 126 h 127.REMOVED WALKWAY USC AND GS BENCHMARK DISK IN CONCRETE D.M. aA2 14l REANIW AND PULLED B4CB ROUGGRADNG G OT 79.ADD WALL BELOW 107STWO WORKING MONUMENT STAMPED D 307 1935, IS 4, fT WEST 1 f0 R]09.SEE SHEETS 1B,SC.64 IA,g6 g/0A HUNSAKER & ASSOCIATES C�OF LAIQ:ELSINORE r SHElT'NO. AYS BEFORE OF CENTERLINE CALIFORNIA HIGHWAY 74, 33FT G . ADDED EXTENDEDTION BABNSTOL075 124, fS,116 @ I27 AND LOT 1I.REMOyEO ��yosssy°44 YOU DIG SOUTH OF POWER POLE 19319 CWT BASIN FRDM LOT 11s.cHa Z TOTAL SHr.NO.ro II ALL sHr I R VINEROSION CONTROL puI1ID.S. 03/D6 EUMrNaTE TEMP.D"I"'LIN BASINS LOTS II AND 118,sH w PERMANENT waTER DUALITY Bas/N �'� ' DOUCLAS SNYD£R R.C.E.74068 EXP. 12/31/05 LUTE PLANNING ENGINEERING �� HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. Lor f 19 SHEETS 5,9 ANO rD m ' SURVEYING0-227-2600 N0. 24068 ee Hughes Irvine, CA 9261BH: (949)583-1010R: (949)583-075 TENTATIVE'T'RA�NO. 30698 RAISE PORTION OF TRACT AND AQIUST MOST PAD ELEtlA7/ON$HIGHER 70 HELP ACHIEVE •t E.p.12/31/06 THESE PLAN$HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE Q A PUBLIC SERVICE BY ETEV. 1425.76 NAVD 88 0.5 Os/05 EaRrrlwaRK aauNCE;au SHEETS. APPROPRIATE CONDITIONS OF D OPMENT AND/OR CITY ANDPW. FOR UNDERGROUND SERVICE ALERT MARK BY L7AT£ �ls oIV11. oP`'' A LAWS,AND A P IT BE ISSUED. Kam' ASSK7WN PLAN SHEET REVISIM APPR. DATE IJIG�ElII OE CAL1f THE CLUR/MN COMPANY INC. •� OF��� CWNTY R.C.E. N0.-6B9ts� 6 'ta 2eL> DATE:DECEAtEE7l 2003 455 L�an REAL ESTATE DEVELOPMENT W.O. 07 FOR F.& FILE 83 156 reef,A9una BBea h,CA 92651THE CLURMAN COMPANY INC. n-CA'�pAI NAB/� REAL ESTATE DSnOPMENr 1 J/f ngineernng - 0698 Grd-RoughGradin1g Grd__'ShtO A.dwg 100'MAX (SEE NOTE 2) EN 094MV NOTES AND LEGM AAAAA. INDICATES STRAW WATTLES 13' MIN FiROADBED WATTLE TYP SPACING FOR VEHICLE ACCESS DETAIL B INDICATES GRAVEL OR SAND FILLED BAGS --- --- DIRECTION OF 5Z OF INDICATES SILT FENCE AS NOTED p STREET FLAW WIDTH m W, X F.L. 00000C, INDICATES FIBER ROLL AS NOTED p 20-30' S' STRAW WATTLE P FLOW_ INDICATES DIRECTION OF FLOW W PER DETAIL B 8' MIN 31'-40' T 41'-50' 9' INDICATES STABILIZED CONSTRUCTION ENTRANCE AS SHOWN HEREON. 51'-60' 10.5' 61'-70' 12' 1 HP INDICATES HIGH POINT STREET STRAW WATTLE DETAIL rr. SCALE: 1" = $0' LP INDICATES LOW POINT NOT TO SCALE \ NIALL SLOPES TO BE PROTECTED FROM EROSION BY HYDRO—MULCH 1. Sr RAW WATTLES TO BE SECURED WRH STAKES AT EACH END AND FOUR FOOT ON CENTER. _ _ _ = D SEED MIX AS SPECIFIED BY DEVELOPER AND APPROVED BY THE 2. REQUIREMENTS FOR AND SPA CB/C OF VELOCITY REDUCERS FOR STREETS WITH GRADES \ COUNTY OF RIVERSIDE. OF LESS TINT 4X S BE AS SHOWN ON THE APPROVED EROSION C TRJL PLAN. STRAW WATTLES \ J. THIS STAND4RD DETAIL SHNI BE USED AS SHOWN ON THE APPROVED EROSION CONTROL PLW. /J TYPICAL STREET CROSS SECTION o F MAONO OF B01N'i OF f7RAW WATTLE! NOT TO SCALE -' SLOPE OF STREET PAVED STREET UNPAVED STREET 10l OR MORE 2.5 25' B.Bi r0 8x 50; SO' 7.9D TO 6% 75 75' 5.9i TO" I00' I00' . J.91 of LESS I00' I00' NOTE Ili F INSTALL FlBER ROLL y ALONG A LEVEL CONTOUR. 3'MIN. OPENING BETWEEN BAGS ON TOP ROW .v II y �wy T EROSION CONTROL CONSTRUCTION NOTES 0'� F v y yy y1 1r TIP \. AO STREET STRAW WATTLE PER DETAIL HEREON O © TYPICAL STREET SECTION PER DETAIL HEREON / I +f •+ MEASURED L SPACING y SECTION U'-D" 4141" ©CHECKDAM PER DETAIL HEREON -t-- I A s MEASURED ALONG THE v INSTALL WH�R ROLL FACE OF THE SLOPE D ems, r VARIES BETWEEN SILT FENCE PER DETAIL HEREON INTO A STEEPER SLOPE A 10'AND 20' y CHECKDAM DETAIL C QE STABILIZED CONTRUCTION ENTRANCE PER DETAIL HEREON -- - ' '- - �� -- f — . S/opt FlBER ROLL NOT TO SCALE QF TYPICAL FIBER ROLL INSTALLATION PER DETAIL HEREON I E • S,t,,�_-_ ~ry STP ` 8"MIN � NOTE& •I �r f . i ♦ J ..•'.� , ` _ I. GRAVEL BAGS ARE ENCOURAGED OVER THE USE OF SANDBAGS AND MAY BE REQUIRED IN ARFAS WHICH ARE PARTICULARLY SENSITIVE TO SEDIMENT DEPOSITION. 2. THIS STANDARD DETAIL SHALL BE USED AS SHOWN ON THE APPROVED EROSION CONTROL PLAN. I LOT 109 Al 1 TYPICAL FIBER ROLL INSTALLATION =F 314.X J/4_ NO SCALE WOOD STAKES MAX 4'SPACING f•I� II I ENTRENCHMENT DETAIL \ ' i NOT TO SCALE NETTING STAKE FILTER FABRIC WATER TOE-IN FLOW - (/ Li HEAVY DUTY PUBLIC RIGHT-OF-WAY �\ / mow` I —— __ T—}- _ 50'MIN. REINFORCING PERMIT AREA I DOUBLE STICH J _ I I DRAW CORD HEM _ _ -- rwww,IFncmw.. 1 1"-J"COARSE AGGREGATE • PROVIDE APPROPRATE TRANSITION - -- - - 1 FILLER FABRIC PROI ENTRANCES&PUBL C CONSTRUCTION OGHT-OFT WAY L - POLYPROPYLENE FILTER FABRIC _ i PERMIT AREA PUBLIC o0 RIGHT-OF-WAY HARDWOOD STAKE / ` D SILT FENCE DETAIL TEMP. GRADED SUMP/ PUN NO SCALE STABILZED CONSTRUCTION ENTRANCE SPECIFICATIONS I I \\ �1. THE MATERIAL FOR CONSTRUCTION OF THE PAD SHALL BE 1 TO J INCH COARSE AGGREGATE. 2. THE THICKNESS OF THE PAD SHALL NOT BE LESS THAN B INCHES. +rW 3. THE WIDTH OF THE PAD SHALL NOT BE LESS THAN 30'. I I Md y ram"'✓ 4. THE LENGTH OF THE PAD SHALL BE AS REQUIRED,BUT NOT LESS THAN 50 FEE T. 4. THE PAD AND SUMP AREA SHALL BE UNDERLAIN WITH FILTER FABRIC. AL \ MAP DATE IDENTIFIER STABILIZED CONSTRUCTION ENTRANCE A"DATE OF LATEST CHANGE TO THIS MAP !\i + 1 06/20/05 BY:J.A.G. NO SCALE A j + RaOFE '41 DATE OF THIS PLOT )MA V ,< 1 03 29 06 e° � Fi �� � � 'III •0r^ � �^ ® �� �... � No 38474 Z �n / ` SEE SHEET NO . 9 / DIG /'-LFRT It11��^ TVTIIIII�-Illypprtlll[-vtr GIVR �P rn` ,l�T j� /VJ R lY 'rFOF CAUfOp /,G V //rL��C7•�Y',-2 ZO /./�//�� RELOCATED DEIENRON B451N SPILLWAY CN LOTS 124, 125, 126 a 127 REMOVED WALKWAY, H U N$A K E It & ASSOCIATES yB E, O `,AM ELSI�E 111 (J SHEET NO. �1 D.M. .Z3,19 RETAINING WAILS AND PULLED BACK ROUGH GRADING ALONG LOT 79.ADO WALL BELOW LOTS D I}. 2q1 �O� USC AND GS BENCHMARK DISK IN CONCRETE 110 B 109.SEE SHEETS 2B.5C.64,7A,9B k 10A YTI `� QpOFESSTO� f R V I N E EROSION CONTROL PLAN f DIAL TWO WORKING MONUMENT STAMPED D 307 1935, IS 38 FT WEST ADDED EXTENDED DETENTION 64SIN TO LOTS 117 h 118 AND LOTS 124 THRU 127 GV-PIS SNr I OF CENTERLINE CALIFORNIAHIGHWAY 74, 33FT © GM w1.5,1 REMOVED BASIN FROM LOT 119,CHANGED TOTAL SHY NO,TO I1 ALL SHY ,�� QF P PLANNING W ENGINEERING SURVEYING BEFORE DAYS BEFORE9{ DOUGLAS SNYDER R.C.E.24068 EXP. 12131105 DATE TUCT SOUTH OF POWER POLE 19319 CWT. h Three Hughes Irvine, CA 92616H: (949)563-167DX: (949)583-075 TENTATIVE 1 RMV 1 H0, 30698 YOU DIG YOU DIG ELIMINATE TEMP.OETENTION BASINS LOTS 11 AND 118,SHOW PERMANENT WATER QUALITY BASIN V n 2 D.S. o3/D6 LOT 119 SHEETS 5,9 AND 10 NO. 2 31/0 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE HEIGHT OF LIGHT ABOVE STi1Ti0N MARK i METER. °L E.P•+z/J1/os a PREPARlDFOR PLAN SHEET RAISE POR BA OF TRACT AND awusr MOST PAD ELEuaRONs HIGHER rD HELP ACHIEVE APPROPRIATE CONDITIONS OF DEVELOPMENT AND OR CITY AND SCALE:AS SHOWN • TOLL FREE 1-800-227-2600 7 D.S. D6 D5 EARTHWORK BALANCE,au SHEETS./ "� r S TE LAWS, AND A PERM CAN BE ISSUED. THE auRMAN COMPANY INC. A PUBLIC SERVICE BY ELEV. 1425.76 NAVD 88 MARK BY DATE APPR. DATE "re olV1� off' W"0. FOR F.0. FN,ENO. UNDERGROUND SERVICE ALERT OF CALIF /-Zq,?v2e REAL ESTATE DEVELOPMENT CAUNTY (EN-$£.C.E NO.�115 b DA7ET DECFMBE712003 455 Llnden Street,9)494-3707 CA 92657 784-e THE GESTATE COMPANY INC. (-I REAL RULE DEVELOPMEN T V� 26MD�ffAB1B F:\00 nglneenng _ 0 rd_ oughGrD n9\Urd_ ht1UA.c1wg CONSTRUCTION NOTES FOR PAVED DRAINAGE DEVICES: 12' 1. APPROVED MATERIAL FOR CONSTRUCTION OF DEVICE IS EITHER 3"CONC. W/NO. 3 BARS 0 12"O.C. OR APPD EQUAL. ALL"ACOVER 3"BASE REDWOOD HEADER EYPER 2. INSPECTION OF GRADED SWALE IS REQUIRED PRIOR TO INSTALLATION OF PAVING. L _. /T,tZVT,c�C T/,ti�TT.c J. GROUND SHALL BE PRE-WET TO THE SATISFACTION OF THE BUILDING OFFICIAL OR ENGINEER PRIOR TO PLACEMENT OF CONCRETE. C2) A CACCESS RpAD 4. PAVED DEVICE SHALL BE CURED WITH A MOISTURE LOSS RETARDANT CURING COMPOUND. N.T.S.E � 5. PUMPCRETE IS AN ACCEPTABLE SUBSTITUTE FOR GUNIT 6. CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSION STRENGTH AT 28 DAYS OF 2500 P.S.I. CONCRETE MAY BE PNEUMATICALLY PLACED AND SHALL CONFORM TO SECTION 2621 OF THE UNIFORM BUILDING CODE. 7. ANCHORS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD PLAN 1321 (SHEET 2) WHEN SLOPE EQUALS OR EXCEEDS 2:1. PER PLAN 6 F T S SURFACE €%IST SURFACE PRQP SED OR EXIST, DRAINAGE STRUCTURE CUTOFF VIA?I I' ' - S_NF cum.- FILTER EEDOING STONE OR G-TECHNICAL FILTER FAGRIC�1 TO BE APRROV€O BY CITY ENGINEER STONE GRADATION `lle SIZE %LARGER THAN tN TON O-;; m - I ,l RIP-RAP DETAIL V --- 150F S,5-f00 N.I.S. {{{Ill RIP-RAP SHALL JOIN EXISTING GROUND^` LINE PER DETAIL HEREON \` PER PLAN 7OF OF BASIN SLOPE EL€V PER PLAN a �II 5'MIN. VARIES Z q'MIN 2MIN / PER PLAN qq 2MIN. TOP OF BAST I SLOPE ELEV.PER PLAN S 6"THICK RIP-RAP 1� FLOWLINE 11 ' d'MIN. 2MIN. STONESIZE2"TO4" 5=0.0050 1 MIN. �\ FLAIR RIP-RAP OUT TO 6"THICK RIP-RAP 1 RIP-RAP P PER DETAIL HEREON 6^ • 'i � d .. STONE SIZE 2"T04" i /FLOW LINE .e •t( JOIN EXIST GROUND S=O.0050 R/E ASIN BOTTOM EXISTING •• - • • ♦,Y• "� :•:.! •• FINISHED VARIES VA S m� GROUND �- _< CUT-OFFWALL 6om ASIN BOTTOM STREET / 1'MIN.TYP. • ♦ • d`. +.d a �� ._ e t I• , FILTER FABRIC ANCHORS SHALL BE CONSTRUCTEDA. 2-MIN TYP. •. + ,e w �.�I. , • AT 10'SPACING MAXIMUM CUT-OFFWALL 6"TYP. "a •"� •• a / 2'MIN TYP. r' e 28"MIN, e e ♦ •' • • FILTER FABRIC 2 MIN. - _ '•. '• •' A�•� �• � SEE RIP-RAP DETAIL HEREON t . " ..'e w . !♦ SECTION C-C a e..:. 2:1. .•e", SECTION B-B TOP OF BASIN D e' er, - + D TOP OF BASIN NTS '•VARIES••, •�` .: ••. '•.• VARIES NTS . � ' • d •'e•• r ••-e' TOPOFBASIN PER PLAN TOPOFSASIN A 2..E • 'a .• .a t�_',h F -•• .2:1 _ PERPLAN IIIII� A TOPOFBASIN TOP OF BASIN 2 2 TOP OF BASIN 4.. .. • e . . 2 2 TOP OF BASIN-._-_-- ♦ ':o o a.' :'e: .: ' SEECONSTRUCTION'NOTES' •' - •e` '� • • SE�- - ONSMUCTION'NOTES, FOR PAVED DRAINAGE \ • A E C i DEVICES HEREON •• •' FOR PAVED DRAINAGE CUT-OFF WALL, h ••` 1 a• �I DEVICES HEREON \ / 2'MIN.TYP. ` • - • '•PBR'PLAN� •' } 4' CUT-OFF WALL, .. ♦ ;♦ •yi 1'MIN TYP V #3REBARQ 18'OC.EACHWAY SECTION D-D =• r ••- -'=' +—�----• — —--- `RIP-RAP SLOPE PROTECTION #3 REBAR @ 16'O.C.EACH WAY SECTION A-A PLAN 5'MIN.AROUND SPILLWAY N.T S N75 PITS �,,� EMERGENCYSP/LLWAY \ ILJ EMERGENCY SPILL WAY `RIP-RAP SLOPE PROTECTION co '18 FMIN.AROUND SPILLWAY PLAN NTs DIGA-LFRT SHEET NO. � - ~� ~~� USC AND GS BENCHMARK DISK IN CONCRETEF "FESSI0 ROUGH GRADING PLAN 11 DIAL TWO WORKING MONUMENT STAMPED D 307 1935, IS 38 FT WEST RaeJS MA), 1 BEFORE DAYS BEFORE OF CENTERLINE CALIFORN14 HIGHWAY 74, 33FT 9t�'' s 2 7 1 1 YOU DIG YOU DIG SOUTH OF POWER POLE 19319 CWT. "^[} T., TENTATIVE TRACT NO. 30698 0 Na.3847 M w a THESE PLAIDS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE pgEpApEp FOR DETAIL SHEET OF 11 S11If.HEIGHT OF LIGHT ABOVE STATION MARK i METER. a APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SCALE;AS SHOWN TOLL FREE 1-800-227-2600 Q G.M. .$i4 ADDED THIS SHEET THE CLUBMAN COMPANY INC- A PUBLIC SERVICE BY ELEV. 1425.76 NAVD 88 s, arvl� �r STATE LAWS,AND A PERMIT CAN BE ISSUED. REAL ESTATE DEVELOPMENT W.O. FOR F.IL MARK BY DATE RE.V15m APPR. DATE �rFOF cAu"0 - DATE;DECEMEA 2003 455 Linden Street,Laguna Basch,CA 92651 784-8 TIE CLURMAN COMPANY INC. UNDERGROUND SERVICE ALERT �l ENGINEER OOP' KEN SEUMALO R.C.E. N0. 56915 (949)494-3707 �-Esrere oEVEf-oPMErn 005 Engineering _ 9 rd-RoughGrading Grd_ShtO3.dwg -