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HomeMy WebLinkAbout658 GRADING WM ESTIMATE OF GRADING STRUCTURE QUANTITIES I.ALL WORK SHALL BE GONE IN ACCORDANCE WITH THE CITY CITY OF LAKE ELSINORE ° �R°PER DETAIL°"�R " ` OF LAKE ELSINORE ORDINANCES N0. 801 AND 882 AND - LF APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE U.B.C.,APPENDIX JJ. ' INTERCEPTOR TERRACE DRAIN PER DETAIL ON SHEETS 161 EA EA 2.A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING 4 12'BENCH It T£RAACE DRAIN PER DETAIL ON SHEET S 40 LF DEPARTMENT, CITY OF LAKE ELSINORE, PRIOR TO ANY OPERATION. O J. THE DEVELOPER AND CONCRETE GRAIN TO PIPE TRANSITION PER DETAIL ON SHEET J 2 EA - R UTILITY COMPANIES ANNDD THE CONTRACTOR SHALL NOTIFY ALL U.SA ALERT(1-800-227-2600) 48 24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN DOWN DRAIN TO PIPE TRANSITION PER DETAIL ON SHEET J I EA HOURS PRIOR TO GRADING. THE FOLLOWING STAGES: ROUGH GRADING PLAN _(2) SPLASH WALL PER OETAIL ON SHEET J 14 LF 4. THE CONTRACTOR SHALL NOTIFY THE CITY OF ENGINEERING A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND R CONCRETE V-DITCH PER DETAIL ON SMUT J 780 LF DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING BEFORE BACKFILL OF ALLUVIAL, COLLUWAL,AND TERRACED AREAS �O� 7T MP-RAPPER DETAIL ON SHEET J 600 SF GRADING OPERATIONS. AND ANY SUBSTRUCTURES. UTILITY y-DYiCN PER DETAIL ON SHEET J 300 L£ 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING 1 6-NOS AMUM DRAW/GRATE 2 EA METHODS APPROVED BY THE CITY ENGINEER. PREI COMPACTION, BENCHINGFBUTTRESS AND FILLING OPERATIONS. TRACT N 0■ 30698 RELOCATE EXIST.POWER POLES AS NECESSARY D EA 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS 1 ARSTALL I6"CNP ASPHALT-COPIED OR APPROVED EQUAL 220 LF 1 VERTICAL, UNLESS OTHERWISE APPROVED,AND SHALL BE AND FILTER MATERIAL. 7 INSTALL 12"PVC SCHED.40 OR APPD.EQUAL 44 LF SHOWN ON THE PLAN. D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED 1 INSTALL 4'PERFORATED PVC SCHED.40 FOR WALL SUWON PER DETAIL ON SHI.2 2948 LF 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO DURING CONSTRUCTION. 1 REMOVE INTERIERREG PORTION OF EXIST.COW.DITCH 5426 IF I 0 I VERTICAL, UNLESS OTHERWISE APPROVED, SHALL BE SHOWN COUNTY OF RIVERSIDE, CA JOIN CATCH RUN PER DETAIL ON SHEET 2 O ON PLAN, AND SHALL NOT HAVE LESS THAN SORELATIVE 25. EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED LF COMPACTION OUT TO FINISHED SURFACE. WITH ROSEA ICE PUNT AT 12"ON CENTERS OR ANOTHER S 8.FILLS SHALL BE COMPACTED THROUGHOUT TO 9OX DENSITY APPROVED GROUND COVER. SLOPES OVER 15'IN VERTICAL AS DETERMINED BY THE MODIFIED THREE LAYER A.STM. HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PUNTED - z D-1557-70 TEST METHOD. WITH APPROVED TREES, SHRUBS, OR COMBINATIONS THEREOF. S Q A STREET STRAW WATTLE PER DETAIL ON SHEET 10 36M LF R SHRUBS SHALL BE PLANTED AT 10'ON CENTERS SHEET TREES, 20'ON HEE V 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND CENTER, COMBINATIONS, 15'ON CENTERS. SLOPES OVER J'IN ■ TYPICAL STREET SECTION PER DETAIL ON SHEET 10 56M LF DEBRIS, SCARIFIED,AND INSPECTED BY THE GRADING INSPECTOR VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS J� C CHECKDAM PER DETAIL ON SHEET 10 _ 2304 EA AND APPROVED SOLS TESTING AGENCY PRIOR TO THE PLACING WITH BACKFLOW PREVENTION DEVICES PER U.B.C., APPENDIX 33. D SILT FENCE PER DETAIL ON SHEET 10 1976 Li OF FILL. 26.APPROVED PROTECTIVE MEASURES AND TEMPORARY O ROPE 7 E STAWLRED CONTRUCiION ENTRANCE PER DETAIL ON SHEET 10 45M SF 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 2616 LF BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY DURING THE GRADING PROJECT. THE SOILS ENGINEER. 2Z APPROVED EROSION PREVENTATIVE DEVICES SHALL BE 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND VICINITY MAP WALLS AT NOT LESS THAN 1/2"PER FOOT FOR A MINIMUM OF SHALL BE IN PUCE AT THE END OF EACH DAYS WORK. / J', THEN I(MINIMUM) TO FLOWLINE OF EARTH SWALE 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE / CONSTRUCTION SAFETY ORDERS. 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS THAN 10;, AND 2X IF 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE CUT OR FILL IS GREATER THEN 10'. DRAINAGE SWALES SHALL BE RESPONSIBILITY OF THE PERMITTEE A MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2' I / / J0. FROM THE TOP OF CUT OR FILL SLOPES. APPROVED SET OF GRADING PUNS SHALL BE ON THE JOB JOB SITE AT ALL TIMES. SRE 13. PROVIDE 5'WIDE BY I'HIGH BERM OR EQUIVALENT ALONG 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE SHUT 7 THE TOP OF ALL FILL SLOPES OVER 5'HIGH. FROM BEGINNING TO COMPLETION OF GRADING OPERATION. SHU ----------- 14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR J2.ALL SLOPES SHALL BE PUNTED AND IRRIGATION FACILITIES STORM FLOWS ALONG THE TOP OF CUT SLOPES. SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF 3 FEET / / •�•+a�*• 15. NO OBSTRUCTIONS OF FLOOD PLAINS OR NATURAL WATER VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETON OF ROUGH COURSES SHALL BE PERMITTED. GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 16.A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, JJ.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT TO 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 DAMAGE TO EXISTING FACILITIES / e EXPANSIVE CHARACTERISTICS OF THE SOIL. RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, 17. GRADING CERTIFICATION BY THE DEVELOF-R'S CIVIL ENGINEER WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE P S. QEAIZTNWORK aUAN"f ITIES AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS J4. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE PRIOR TO ISSUANCE OF BUILDING PERMITS. BLUE TOP PER FINISHED PAD, PRIOR TO ROUGH GRADE OVT FILLET rya C I& THE SOILS ENGINEERING INVESTIGATION DATED APRIL 6, 2004 APPROVAL. F:AW VOLlX�1E 686,leSO CY '6L.6,8000Y w7f=G PREPARED BY NEBLETT&ASSOC., INV.AND THE ENGINEERING J5.APPROXIMATE DATE OF BEGINNING OPERARON.- JUNE 2004 10%BULKING GEOLOGIC INVESTIGATION DATED APRIL 6, 2004 PREPARED BY COMPLETION: DECEMBER 2004 101.SHRINKAGE UPPER 2' 1,252 CY / / PACE 836, F-7, 2002 THOMAS BROS. MAP OFI NEBLETT&ASSOC., INC., SHALL BE CONSIDERED A PART OF THIS 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WI7H A MAXIMUM / GRADING PLAN,AND SHALL BE COMPLIED WITH. OVER-EX 1MMS1T0N LOTS lT 5LY Il 5G 8 - -- DIMENSION GREATER THAN 3"WILL BE PLACED IN FILLS WITHIN 1 F� / I INDEX OF SHEETI. - ROADBED AREAS OR J"OR FINISH GRADES UNLESS THE SOX SHAKING (1 TB1GY� 19.A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR / / SHEET 1.............TI LE SWEET SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE LOCATION, MATERIALS,AND DISPOSAL METHODS ARE SPECIFl Oy�-EX GAP LOTS 1 J.18EGY 10,188 Cy / / SHEET L...,..,....,DETML SHEET SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION WITH APPROVED BY THE SOILS ENGINEER. SNlET 2.............DETNL SHEET ( 107E HULKING (1,920GY) RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN. IF AN _ SHEET 4.............GMDING PLAN 37. THE ENGINRM MUST SET GRADE STAKES FOR ALL DRAINAGE SHEET 5.............GRApNG PLAN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS V OVER-EX STREETS 41,000 CY 41,DOD CY / _ DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL. 101.BULKING L4J00GY) / REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND - SHEET 6..„.........GRADING PLAN SHALL BE GIVEN. / fHEET 7.............GRADWG PLAN J8. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL 20.ALL PROPERTY CORNERS SHALL BE CLEARLY DELINfAIEO W RETAINING MALLS ARE APPROVED BY THE BUILDING l7FPv1RIMENT. BLASTING TO GRADE I8,065 CY 1H,045 GY / SHEET S•............Pt1A0111C PLAN - THE FIELD PRIOR TO COMMENCEMENT OF ANY 12.59.HULKING (2,259co / SHEET t............JOIDSION CONTROL PLAN CONSTRUCTION/GRADING. I / SHUT 10••••'• JINOS��1�PLAN TOTAL (01,740ect 446.(A5G 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 IrO OF A�REYIATIONS R SYAIOOLS I SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING NOTICE TO CONTRACTOR: _ AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES T.C. TOP OF CURB -(Roo)- EXIST.CONTO(p I CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBLLI ��C 11 OVER 30'IN VERTICAL HEIGHT. FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS W7/'�T a ' ' 8 F.L. FLOINUME E1EV. /00� PROP.CONTOUR PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY- THAT THIS T.G. TOP OF GRAZE PROPERTY UILE 22.A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL RFOUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL --- FILLS GREATER THAN ONE FOOT. WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND �'. R/W RIGHT OF WAY TRACT BOUNDARY LAVE HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, G.B. GRADE BREAK �•--1--DAYLIGHT LANE 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH Flll IS TO REAL OR ALLEGED;IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS c.INDEX MAP F.G. FINISH GRADE 2X SHEET FLOW RATE BE PUCE, IT MUST BE CLEARED, KEYED,AND BENCHED INTO PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. - R.G. ROUGH GRADE -� GRADED SWALE FIRM NATURAL SOIL FOR FULL SUPPORT PREPARATION SHALL BE SURVEY�rURCE. -� f1 , F.S. FINISH SURFACE CENTERLINE I APPROVED BY A REGISTERED SORES ENGINEER PRIOR TO THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SC A S G, T C A00 INV. INVERT OF DRAIN _ SWALE HIGH POW PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE SHOWN B THESE PUNS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. Flown May 2002 OyMLG. 6 REQUIRED TO BE KEYED AND BENCHED. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT Lung P PAD ELEVATION -- FLOWUNE THOSE SHOWN ON THESE PUNS. THE CONTRACTORS REQUIRED TO TAKE ALL 2832LWalnt,, SuiteAssociates F.F. FINISH FLOOR ELEY. SUBDRAIN PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER Tustin CA 92780 EARTHWORK GIUANTTTIES G.F.F. GRAGE FINISH FLOOR _S__ AREA DRAIN LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR (714)'832-2077 _ !° THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES. B.V.C. BEGIN VERTICAL CURVE - HOP OF SLOPE - 0) � ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY 0� CUT FILL E.V.C. ENO VERITGL CURVE ���- WE OF SLOPE Z AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT. / P.I. POINT OF INTERSECTION ® RETAINING WALL(PER SEPARATE PERW0 C MAP DATE IDENTIFIER �( RAW Vk%JJME lee 4",9W CY E.P. EDGE OF PAVEMENT FIRE HYDRANT DATE OF LATEST CHANGE TO THIS MAP CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL OWNER .SOILS ENGINEER 1 TW TOP of WALL ELEV. p--. STREET LIGHT - REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. 90%SMV KAGE 5 CY) 53,880 Cr - 08�06�04 BY:J.A.G. TMEClURMAlICOAWANYSIC NE1LETilASSOCIATES,tHIC ROFfSSIp IF TOP OF FOORNG ELEV. Aea� SOUND OR SCREEN IE1LL DATE OF THIS PLOT REAL ESTATEDEYELOPMENT 4911 Womer Avenue Su" 21 REMOVALS Y 40,450 CY WK Of BEARINGS 455 Linden Street Huntington Beach,C4 92649 G Al 107E SHMKAGE (4,040 C 4,040 CY D.F. DEEPENED FOOTING DEEPENED FOOTING OH O6 O4 9 T L. tWTH WATER METER THE BASIS S BEARINGS FOR THIS SURVEY C STATE PLANE Laguna Beach, G 92651 Tex((714 8 40-976 �H../� * 5'OVER-E 0,780 CY -DwY. DRIYEMNY CATCH BASIN t LOCAL DEPRESSION COORDINATE SYSTEM, ZONE 6,LINE NORTH TW EN N DATUM STATIONS AS Tel:(949)494-3707 Fax:(714)840-9796. 1''NM� 10% A•� (1,880 CY) , • CY N.T.S. NOT TO SLUE ::;:J[fL.X; DEPTH OF REPO OVER OCAI ADON DIG CC 'RTBILL' ND LOCALLY BY THE LINE BETWEEN NGS COILS STATIONS * E"P'��A405 P.u.E PUBLIC uDulY FASENeaT p{1A�\ 'BILL'AND "PPBF" BOTH.3 PUBLISHED ON NGS DATA SHEETS, c /L rm,8$0 CY 53 ,400 R.C.TO. RIVERSIDE COUNTY TRMSPORTAWN DEPT. BEING N20'23'411Y(2000.35 EPOCH). T ( r6 0� � '" SIAL-EMONI EIR PWAM CITY OF LNM ELSINORE SNWNO. USC AND GS BENCHMARK DISK IN CONCRETE yam[/ H U N S A KE R & ASSOCIATES .-� DIAL TWO WORKING MONUMENT 7935, FT N�oSSH°HM7� �/✓ A/ s O A I R V I N E I N C ROUGH GRADINC;t PLAN BEFYOUORE D G AV DAYS BEFORE ti 8 Q^P cz G S,.'°OER .C.E. 24068 EXP. 12/J1/ DATE u8 PLANNING ENGINEERING SURVEYING TENTATIVE TRACT NO. 30698 I YOU DIG SOUTH OF POWER POLE IDJ 19 CWT. m ihnx H h hvlre, G 92N16 PH:(949)563-101C FX:f949)Se)-0759 .4fveAr 4n/ x ,}r ,V AV NO. 24068 HEIGHT SE PUNS HAVE BEEN REVIEWED FOR COMPLIANCE WITH HEIGHTOF LIGHT ABOVE STATION MARK It . A c r,..Az/Ai/os THE pook4 DFOR cs TOLL FREE 1-B00-227-2800 APPROPRIATE CONDITIONS OF DEVELOPMENT AND OR CITY AND TITLE SHEET OF 10 � �AraK7 A7rorNnAA.s o��D'. AAIR+�ti P4'�i'�N �� sr STATE LAWS, AND PERMIT CAN BE ISSUED. / eru e•AS f1�I THE a11R1AAN COMPANY MC. ( A PUBLIC SERVICE BY ELEV. 1425.76/i1W BE MARK BY DATE APPR. LlA1E �rE CIviL o4` Q *�� REAL ESTATE DEVELOAMIDIT WA FOR F.S. FILE NO. - UNDERGROUND SERVICE ALERT aE CALtF DATE Oal�1b05 dos-- - Street,Las"Reach,CA""I 764-6 THE p-LWNN,Gp/p,Wy EIOY r KEN SEUAIALO R.C.E. NO. 56915 (90)4f4-7707 REAL ESTATE DEIELOPMENT D053 Engineering TR-3069B Grd-RwghGrading Grd-Sht0l.dwg 1. SECTION A-A APPLIES WHEN THE DIFFERENCE IN PAD I SIDE YARD PROPERTY \c\�,FAR PROPERTY LINE ELEVATIONS EXCEEDS 12'1 LINE(WHERE OCCURS)-� I I '(WHERE OCCURS) 2. SECTION B-B APPLIES WHEN THE DIFFERENCE IN PAD RIW vl�I TOP OF BERMP.U.E. ELEVATIONS IS 12.OR LESS do THE EXTRA DEPTH FOOTING � P.U.E-i I--� . .— SHOWN PER PLAN IS SHOWN ON THE GRADING k STRUCTURAL PLANS. —III= 7' 8' 18_' 10'GR40WC SE78ICKJ. IN NO CASE SHALL THE FOOTING WITHIN BE LOWER 2 1 2• THAN THE BOTTOM OF THE FOOTING WITHIN 5' FROM I I�1 i 2 11 TOP OF SLOPE AFTER BUILDING. I1111=i1; 2 REMO✓AL OF BERM A 2 / �% ROI1CIf��PAD 4. PROVIDE 5' WIDE BY I' HIGH BERM OR EQUIVALENT r� �Y �'f ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. o — 4' o SIDEWALK WATERPROOFING 6'CURB&Cl/RER 6'CURB!GUTTER 2 5. SWALES TO BE CUT IN AT 1E MIN. AT ROUGH GRADE cs AND PRIOR TO BUILDING CONSTRUCTION. GRADE UNE 1.BERM OFUR TO 6E USED W ALL SLOPES 01YR 5'MCH 2 MYR TO BE RLMI PWOR TO COASTRWTION of MLS 6. A PAVED DRAINAGE SWALE, CATCH BASIN d PIPE OR 3 Aa OTHER SIMILAR DRAINAGE DEVICE 15 REQUIRED WHEN A LOCAL INTERIOR STREETS PERFORATED 4'PVC STOOP, FIREPLACE OR PORTION OF THE BUILDING EXTENDS PLBUC STREET NOT TO SCALE SCH. 40 PIPE WIT CFILF . TYPICAL BERM DETAIL WITHIN ESTABLISHED DRAINAGE SETBACKS. 2'PVC SCH. 40 PIPE O OF GRAVEL WRAPPED IN Z FOR SUBDRAIN FILTER FABRIC. NO STALE 7SEE R.C.TD. STD. PLAN 207 FOR DRIVEWAY OUTLET. APPROACHES. PAD _� ° SUBDRAIN I 1-1 NOTE.-WALL AND FOOTING a• C B. PAD DRAINAGE TOWARD SWALES AT 2% MIN. _-- --_�____ _ SHOWN FOR REFERENCE ONLY -- LOT hO' R� 60' R� TOP F007MG 0 PROPERTY LINE �I I 30' S'MIN. TOP/TOE OF SLOPE PER PUN lo, 0' 10' 10'GRADING SETB4CK r 2 4' I k 5'MIN. _ Oo C i 'MIN. F.L. 1 W ,1 �2 12 PN-- IF.L.3'MIN. -- �--!k F.F. ELEV. t 2 - - ARAD ELEV. 0 m 2"' 1 m ;., h •— TDRE WhEI%1Y •2:1 d 4' 4' d SDEWAIX - • VD b I 6'CURB t CUTTER 6'CLRB!GUTTER ____ IIOIA;FI GRADE LANE 1G. IVPERFORATED PIPE PLACEMENT4A MIN.120R MAX. . . N.T.S. LOCAL INTERIOR STREETS l a PI 67AEET-NOT TO SCALE NOTE: ALL RETAINING WALLS SHOWN HEREON ARE PER SEPARATE PERMIT. 'EXCEPT BERMS LESS THAN I'HIGH AIRY BE CONSTRUCTED AT#,.I SECTION A-A TYPICAL STREET SECTIONS PROPERTY LINE PROPERTY LINE N TOP OF BERM SHOWN iz PER PLAN. SEE TYPICAL F.L. 1 F.L. 3'ANN. DETAIL HEREON F•L• f0'MIN. �' 2 6• m w NATURAL GROUND-- m 2%AlIN.-2-1 MAX• ? _ ,�'�- TRACT BOUNDARY TRACT 30698 TOP OF SLOPE -_ _____PAD _ '� �o m A/�A� /V�/ - - ��/ 2x MIN.J20S MAX. - -` 2 _,I,. TRACT BOUNDARY TRACT 30698 \PAD _ PAD 2x MIN./SX EXIST. GRADING BY OTHERS PAD PER PUN 771/ �//��//����A MAX �O � '�� 4A MIN/2:1 MAX. /i ��/� SECTION C-C EXIST,GRADING BY OTHERS PAD PER PLAN 4T MIN.120T AM. 'EXCEPT BERMS LESS THAN i'HIGH MAY BE CONSTRUCTED AT IY2:1 SECTION B-B EXIST. CONC.DITCH TO BE REMOVED _L NATURAL GROUND TYPICAL SECTION R-R TYPICAL SECTION S-S TYPICAL LOT FINISH GRADING TYPICAL SrALE NO SFALE NO SGILE TOP OF CATCH&SIN PER STORM DRAIN PLAN A EPDXY GROUT•JOIN TO ENSURE WATER TIGHTNESS ______ ____ J��2 py�� Oo :-sFA—� 12'PVC MAP DATE IDENTIFIER DATE OF LATEST CHANGE TO THIS MAP SECTION A-A `9 oa/os/oa T J.A.G. DATE OF THIS PLOT PVC CONNECTION TO CATCH BASIN IL�7\ 08 06 NOT W SCALE NI29168 E+v.u/31Las sEAL�IIGINEER PREPARED W CITY OF LAKE ELSINORE SHOT NO. USC AND CS BENCHMARK DISK IN CONCRETE H U N SAKE R & ASSOCIATE S DIAL TWO WORKING MONUMENT STAMPED D 307 1935, IS 38 FT WEST °poFEssl BEFORE DAYS BEFORE OF CENTERLINE CALIFORNW HIGHWAY 74, JJFF �°o��Ns sNy4cf 65-a A I R V I N E I N G ROUGH GRADING PLAN o° �4 R C.E. 24068 EXP. 12131105 04TE ® PLANNING ENGINEERING SURVEYING 2 YOU DIG YOU DIG SOUTH OF POWER POLE 19319 CPT. y - 6 TENTATIVE TRACT N0. 30698 Three Hughn Irvine, U 9261 B PH:(9191583-1010 F%:(919)583-0759 HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. "��� i r N0. 2406(i ES PUNS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE TOLL FREE 1-800-227-2600 E•p.12/sl/as PRVAKDFOR p,f K w.+tf/lo s �lrr M w/=OfY 701r 7�i.Awr Arf PROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND KI r•AS SHOWN DETAIL SHEET OF 10 SHM A PUBLIC SERVICE BY ELEV. 1425.76 NAM 88 s� �p STATE LAWS,ANQ A PERMIT CAN BE ISSUED. THE CLUBMAN COMPANY RAC. M MARK BY GATE '� C IY I L d W.O. FOR F.L FUND. Lp UNDERGROUND SERVICE ALERT RlWAOIIE APP r fa-sAUP°F �"Q. c...•�� 08T Of III awtTEDEYELOFME1fT lP IONNINUIR KEN SEUMALO R.C.E. NO. 56915 �� 7�i AW 1J•� 'LAN07 CA 17�f1 7B1 REAL EST OCIELOPMENTT v i s 0 Mg14}�7707 0053 Engineering 0698 Grd- oughGr iding Grd_ShtO2.dwp _I CONSTRUCTION NOTES FOR PAVED MINCE DEVICES: BOUNDARY LINE 1.APPROVED MATERIAL FOR CONSTRUCTION OF DEVICE IS EITHER J•CONC. W/NO. 4 BARS A E2••BEV 1 6'-0' 4' 0' 4 LONGITUDINAL 24"O.C. WITH N0. 4 TIE BARS 48"O.C. OR 3`GUNITE W/6'k 6"- W 1.4 X '-£. �(\�, SEE CONSTRUCTION 12• 1-6' •-6• SETBACK PER CODE W 1.4 W.W.F. (WELDED WIRE FABRIC)OR APP'D EQUAL. ice' r4��gRS OP NOTES FOR PAVED FL L . RIM ELEV 2 2'b0N. 310, NATURAL GROUND SHOWN ON PLAN 2. INSPECTION OF GRADED SWALE IS REQUIRED PRIOR TO INSTALLATION OF PAVING. '- _ 2 DRAINAGE DEVICES/ ro HEREONAria HINGE POINT 1 J. GROUND SHALL BE PRE-WET TO THE SATISFACTION OF THE BUILDING OFFICIAL OR n6' WI.4XWI.4 W.W.M. RIM ELEV. 18, Id' ENGINEER PRIOR TO PLACEMENT OF CONCRETE ��� GRAIN'ANCHOR ------ -- -------- B' 3• IOPIIOAW PER PUN II VARIES-1 DOWN DRAIN ANCHORS CONSTRUCTED qLL ELK;ES TO BE I i -III- 4. PAVED DEVICE SHALL BE CURED WITH A MOISTURE LOSS RETARDANT 1R111MEIp SMOOTH 112• 1 EVERY 10'IN VERTICAL HEIGHT AND AT TOP ANO TOE OF DOWN GRAIN FINISHED SURFACE / 1 ro - 5. PUMPCRETE IS AN ACCEPTABLE SUBSTITUTE FOR GUNITE&MAY BE INSTALLED WITH 6x A r4&RS �y{ I- 6"W 1.4 X W 1.4 WELDED WIRE MESH(WWM.). "' 67f6'-W1.01W1.4 W.W. . SEE CONTRUCTION NOTES 1 - -II' ww DRAM SECWN A A FOR PAVED DRAINAGE -1�" SEE CONSTRUCTION DEVICES HEREON I� NOTES FOR PAVED 6. CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSION STRENGTH AT 28 DAYS OF III DRAINAGE DEVICES MINIMUM SETBACK FOR TOP OF CUT 2500 P.S.I. CONCRETE MAY BE PNEUMATICALLY PLACED AND SHALL CONFORM TO SECTION 2621 OF THE UNIFORM BUILDING CODE (j). DOWN DRAW Z 6' BENCH WITH TERRACE DRAW HEREON SLOPES TO BOUNDARY LINE IS H/5 BUT 2' Z ANCHORS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD PLAN 1J21 (SHEET NOT i0 SCALE NOT TO SCALE INTERCEPTOR DRAIN MINIMUM, 10'MAXIMUM. 2) WHEN SLOPE EQUALS OR EXCEEDS 2.1. NOT TO SCALE GALV.14 REBAR(8 TOTAL) GRATE ASSEMBLY CONSISTS F OF 8 14 BARS, EVENLY a u� SPACED AROUND PERIMETER OF C.M.P. WELDED TOP h A GRILL HOLES IN STRAP u BOTrold FOR DRAINAGE 12"O.C. 1 DOWN GRAIN WELDED(TYP) PROVDE 3 4Y2'NOTCH IN HEADWALL SEE DETAIL BELOW 101.50 RIM ELEV Z AND DRAIN 70 ILECEIVF GRA ��• GOWN OP.UN 1/2'X 2'GALV.STEEL 5'TRANSITION 1•- SHOWN ON PUN 10'0' TERRACE B STRAP WITH 3/8"GALV. BOLTIf .3 DRAIN CONC.BLOCK SPLASH / tL O _ WALL � F.L. F.L. 76• 10 I8 5'0' ` A ,0 5' SRION I �... CONCRETE HEADWALL 01.50 101.50 SUP18' A I `..RIM -�: 12'N5SEE CONSTRUCTION TER�26- GRAIN 0f =12 6Z MIN. I \ I - --. PIPE SIZE AND NOTES FOR PAVED 18 3-8 DRAINAGE DEVICES 12` 8 SEE CONTRUCTION NOTES FOR \ -/ CASE 2 PUN rmE PER�" '� SECTION A-A HEREON SECTNM B-B 10'0' ANCHORS PAVED DRAINAGE DEVICES HEREON '�1 '� TRANSITION DUN 8 ANCHORS 11 '--PIPE PER PLAN •`PIPE PER PLAN EXPOSE 1-1/4"PORTION NOTE B gA!WRS TO REMOVABLE GRATE OF THRFADEO ANCHOR SECTION A-A B�I I DURING CONSTRUCTION AND UNTIL PUNTING AND I BOLT J 0 DOWN DRAIN VEGETATION HAS REDUCED SILT PRODUCTION TO A 4 NEGLIGIBLE LEVEL, THE GRATE SHALL BE COVERED AND CASE 1 PUN WRAPPED WITH FILTER FABRIC TO KEEP SILT AND 4• A A OTHER DEBRIS OUT OF THE DRAIN SYSTEM. A r CONC. V-DITC 9� 9� I- II \ •; 6' TERRACE DRAIN & DOWN DRAW INTERSECTION E - suPPoRi 4 PERIMETER suPPoar a+Rs ,BVIIV •N NOT i0 SCALE d N 9'O.C. --- ----_-----_- -=_ a " 1/2"X 6'GALV.ANCHOR m /4 CALK SUPPORT BARS O 9" BOLTS SET IN CONCRETE(4 i.I CONC. DITCH jrB O.C. WELDED TO GALV./4 TOTAL) B' B• 18'C.M.P.RISER SET IN WET SUPPORT BARS 12'P.Y.C. SCHED. 40 12'P.V.C. SCHED. 40 CONCRETE FOOTING-TROWEL INSIDE -0' •-L6' '-6' UNLESS TYING INTO 18" UNLESS TYING INTO 18 TO DRAIN PLAN VW PVC MAINLINE THEN USE PVC MAINLINE THEN USE ANCHOR BLOCK MIN. 5SACK/CY RIM ELEV. 2 18'SCHED. 40 18'SCHED. 40 CONCRETE OR METHOD • SH N PLAN 1— SECTION A-A SECTION B-B APPROVED BY BUILDING OFFCNL DOWN DRAIN TO PIPE TRANSITION 2 _ ______ HINGE POINT__ NOT TO SCALE 7 � ' T4 \''`Ty Ty, J• OPTIONAL �'6• 5 CONCRETE DRAIN TO PIPE INLET DETAIL NOT TO SCALE � NOTE: I 67T6•-W1.4XW1.4 WW SEE CONTRUCTION NOTES DURING CONSTRUCTION AND UNTIL PLANTING AND VEGFOR PAVED DRAINAGE 2D OR 2W(MIN.) NEGLIGIBLE LEVEL, THE GRATEATION HAS REDUCEDT SHAD BE COVERED AND DEVICES HEREON p40 ()YP•) B D OR IN B p� WRAPPED WITHFILTER FABRIC TO PREVENT SILT AND I I OTHER DEBRISS OUT OF THE DRAIN SYSTEM. .N.D.S.•ATRIUM DRAIN 4 12' BENCH WITH TERRACE DRAIN I NOTE: NOTE CONTRACTOR SHALL PROVIDE AT LOW PoINT OF DITCH 11 NDT TO SCALE I % DESIGN POSITIVE DRAINAGE G MIN.0.51 CR40E AT ROCK I. PLANS SHALL SPECIFY* V-DITCH UNLESS OTHERMMSE SHOWN ON 2.1 SLOPF MV.. .i VELOCITY CLASSFICATIDN A)ROCK CLASS AND THICKNESS(T). PLAN i H (�/ C) B)FILTER BLANKET MATERIAL, NUMBER OF LAYERS AND THICKNESS. 6' 6• A y,NL• .D.S.•ADAPTOR 4 4 o-d 6-10 N0.2 BACKING 2. RIP RAP SMALL BE EITHER QUARRY STONE OR BROKEN CONCRETE 10-1 1/4 TON (IF SHOWN ON THE PUNS.)COBBLES ARE NOT ACCEPTABLE - �6"W.C. SCHED. 40 -- --- -IILi-T,I N 12-14 1/2 TON 3 O 14'O.C. II-111 14-75 1 TON 3. RIP RAP SHALL BE PLACED OVER A GEOTEXIILE FILTER FABRIC WHEN f ___Lm LINE__ — 7 C 16-18 2 TON SPECIFIED. FILTER BLANKRT MATERIAL SHALL BE PLACED UNDER `N.D.S. ATRIUM DRAIN THE FABRIC WHEN SPECIFIED. ATRAAY J"CONIC.OR GUNITE SEE - �_�- III 3 SECTON OF RIP RIP CONST.NOTES FOR PAVED J. J• AT LOW POINT OF DITCH �`I , 6 WIDE OT , DRAINAGE DEVICES HEREON. BLO K; CONC. -111=I�- '•r 4. SEE STANDARD SPECIAL PROVISIONS FOR SELECTION OF RIP RAP I BLOCKS; GROUT ALL I- � CELLS SOLID � .� � p=PIPE DIAMETER AND FILTER BLANKET. PVC EL90Y' I 11 OPTION I p W=BOTTOM WIDTH OF CHANNEL RTµ+�WALL SEE CONSTRUCTION - SEE CONSTRUCTION NOTES FOR a 5.RIPRAP ENERGY DISSIPATOR SHALL BE DESIGNATED AS EITHER PER SEPARATE �; PER PLAN TRANSITION UST 5'OF RUN OF PAVED DRAINAGE DEVICES HEREON TYPE 1 OR TYPE 2. TYPE 1 SHALL BE WITH CONCRETE SILL; PERMIT NOTES FOR PAVED ""' "'' TYPE 2 SHALL BE WITHOUT SILL. L DITCH IF THIS OPTION IS USED v DRAINAGE DEVICES COUPLER - •• ..:.. HEREON 5T OUD IIALL PIPE D.S.-ADAPTOR _ 8 CONCRETE "V"—DITCH A� No. 4 S PERFORATED WALL PER PLAN PVC WYE •pyC. SCHED. 40 FLOW IMBED 2"MIN. 12' _ INTO FRESH NOT TO SCALE CpN�RETE V N CONCRETE CHWNEL V- t OD Z �-TER Q •NATIONAL DRAIN SUPPLY C SPLASH WALL Q'. 1 = LTIANITEr 7 NOT TO SCALE i Dr INy I1 slu GLAss 420-G-2000 111514, r 12" WIDE UTILITY "V" DITCH & DRAIN 50 OR 2W 3(MIN.) CONCRETE fESS10 SECTION A-A o srEDa 10 NOT TO SCALE P GF SECTION B—egG MAP DATE IDENTIFIER DATE OF LATEST CHANGE TO THIS MAP M-GA=LERT RIP—RAP DETAIL E.P.�,;,,,05`�= ' - - - - - - 08/06/0a% DATE OF THIS PLOT eoluw�at sFAL-0w�elt FRE►AlTEDlY DFCAtTf�� 08 06 04 H U N S A K E R & ASSOCIATES CITY OF LAKE ELSINOREr�• U10 AND GS BENCHMARK DISK 5,CONCRETE x�'p`Ass Oro(f S(/y ,4 ROUGH GRADING PLAN 3 DIAL TWO WORKING MONUMENT STAMPED D 307 19J5, IS 38 FT WEST oe 4 I I R V I N E I N C BEFORE DAYS BEFORE OF CENTERLINE CALIFORNIA HIGHWAY 74, WFT _ p y PLANNING • ENGINEERING SURVEYING i 8 'P c+ S NYO R .E.24068 EXP. 121JI105 DATE YOU DIG YOU DIG SOUTH OF POWER POLE I9J19 CWT i Three Hughes• Irvne,U9261g•PH:19A91 583 107 0• FX:I9.9)Sg3-07S9 TENTATIVE TRACT NO. 30698 N0. 24068 ESE PLANS HAVE BEEN REVIEWED FOR COMPLd1NCE WITH THE HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. _ ' ' KA [w.t",— MpA=FOR TOLL FREE 1-B00-227-2600 yM, ��✓.rc t•sAlliAs T i PPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND KAL&ASL40WH DETAIL SHEET pF 1- ym• ter( 0.L5. A%i i A1CW IIjO/rlA4�Mtf. A PUBLIC SERVICE BY ELEV. 1425.76 NAVD B8 +T clvl� STATE LAWS,A D A PE MI T CAN BE ISSUED. PJA� N ATE DEVEAWMW W,O. F00 F.L FILt NMI U, - UNDERGROUND SERVICE ALERT MARK BY DATE 1p1101i APPR. DATE fOF OALipoQ' a/ �-•- �/t��- pA TOOT AVlTS LYwwI fYNt,LyIIm M.e4A,G 11Uf1 7e4-e rHE aiAA LVELOP Y T J COIJKry KEN SEUMALO R.C.E. NO. 56915 (!M)M4-7A7 REAL LsrATE oEtikT-oPMENr 0053 Engineering TR-30698 Grd_RoughCrading Grd_ShtO3.drg,. of F11 I - \• �z A V A II ��� 1 37 P-t442.4 II I \ I 1•\, � _. i .., �--` f ., w __.- ,_, . 4 1•c. I' ��- 4 A �O I \ � I � � � , I i 67 1w _ r r �� II \ •t it / 1 'J ALE: 11 1 1 , Yam. X IW I' P-14461 v _ �n S eti s7 � � �-1�Z1. �" � ,� � � C I , �• 525 EXIST.SLOPENSiRUCTION \\ I ' .< / 1 I .� I r. � _ �. \ C 2 \ 11 + - i / C. \ \O\ 1 C GRANTED BY IJE ROCK v p , \ I��LI - , A ;. 8 0 ♦1� 1 I ACQUISI CO..LP. 10 D S vv I L t - V ,' - / A r( '� ♦ A ,1 � TAN ,,r I i .. I,,, a ��L\URM�Ii PER DOG./200J� 50 - / -1�-pi''q�� � - ' � 1, I t N ` ', 1 i '; I, 1 � ° 1513P \ P-1446 1 1.193.6� 4 R UTILITY `.`�>�`�'� .0 ��\ n ( \o t� n ♦A \� n • ♦ ' _ t l•I _ ,v- �`-�.. -�' , �7 1 _ x 28.4 ON \ . t G}t CK' ,r',• � :1_ 1 �- >7.B.e i 41 \ // '\ r�� Q* 7/i' T.0 GY.C. \ \ F: F \ \t ♦cti�� I V.C. \ R a7>•�ti1�m \ \ \ N MP(ROVEApENTA FOR TRACT — r \ a 15478 BY OTHERS _ r+ _r w, LAD �\ �_GN '�'•. r 42 �. \h �; % L `� — _�I 1 P-1445.E �l ( op g' 1 "� A I P Pt_ 495.2� �498 40 43 1 .9 1 -� -- — P-1445.4 EXIST. SLOPE CONSTRUCIKIN SNT. �M ( `2:1 RANTED BY WRITE } •' Iu S \\'UOYSIP F9 Lu ♦ TrrE �, 4°� A, 1 \t 15 9.9 VAgA. I 1 • °� �1470 I � ;� - �. � '� , o . ,LAYERS FIL \ ry •• .0 P 1 P 1486. D01 NOT ; � \ \ \\ •� ➢ai i17.1 ''�_� i`/sue .... -_� I . V 1 C _ 1 � uj ' S+ %p _ � AA `, 489. -.___',� .. ' '.; •:�• .\ .., \ �.•.\\STRGG'1 \ A� \ � \ �. 1 1,. r /s\ }� I� 1440 I 0 �' 9 ,(, � � ' 7�._ ♦ .,R 7 NA G i G E N \ \\ ��. \ - A � -- - �IP � -- - -- - - - - - ---- - ,1575 -- -- - - - - \ / � �• bf -y�.�i. - 1 .MIN.` �,: 4NNTENAN E MIN. '® •- .�. 5 0;0 'R' �575 10. -'��-P-1487.2 P- Pe1435.4 - -y4B5.0 — _ -1 - P�i+{9 C —t� '• k < t \ 4 t4 t' 11a7o - _—__..—._ __ -- .. _ __ Fli ,-671 79 r _•.. _. • � Q 1500 �. 2Q• . i a'h� L ooc.2003 ans7s -.-�_ 1475 fr 2:1 __-____ 480 —1495 \ \' 8 C i 480 490 as -- --- -- - - - - --- -- -- ----- - - = € - --- - - -- ----- ----- - --- - - -----5 - -- ----- -- -- - -- - - ----- 29 _______ __ - -__ _____ _ _ ___- T a EXIST. SLOPE CONSTR CTION �`, CONS CTION MT. XIST.FUE MODIFICATION ESMT. IS . IMPR VEMEN \ I I ESLIT. GRANTED BY W ITE ROCK N 400 WHITE ROCK ACOUIsI CO., LP. TO DONA S.1 G NG OR T I 231600 0 \ ACQUISITION CO.,L.P. T DON S. \ DONALD S. CLURM4N ER \ \ r \ CLURMAN PER DOC./2003 78 0 ,�O FLURMAN R DOC.(211Q,J-87824 t 03 t 04 t 05J 1 06 �, I I I DOC.(200J-878250 / AP F DATE D TO�HIs P ` : \\\ 1 l UZ asp a4�— e=�4�a. —}4a4-a — F sl t ,/ 17 \ b I t t t / 112 I ONSiRUCTION mom !!!\yy \ \ P-141R ——�fi485 5—— P-14 O 4 1 P-1483 1 P-1483.E 8/O6/04 G, \�~ 1\. \ �/ P-1484 7 ®_Dff gp.I�AIN PER DETAIL ON SHEET J DATE OF THIS LOT \ ? 0a \'. r\ ♦ 100 /x I + I JV I I I J OQU4 '\ 1 � -1/ \ _ � 8'BENCH 8 TERRACE DRAIN PER DETAIL ON SHEET 3 UA \ � �P485.8 � � _� No g yI� �I a y j —y 9 RIP-RAP PER DETAIL ON SHEET 3 Emp. L — INSTALL 4•PERFORATED PVC SCHED. 40 FOR WALL D /1` 7��• \ \ \ bw \ ,,� _ � -t-- �--,� •.—�————1.I I ly ��- — — _ ©SUBDRAIN PER DETAIL ON SHEET 2 Q/-�1 o III (66,Q0'h,�f. 16 REMOVE INTERFERING PORTION OF EXIST. CONC. DITCH HUNSAKER & ASSOCIATES CITY OFI AKEELSINORE SHEET NO. USC AND CS BENCHMARK DISK IN CONCRETE QgoFESSEO„ a I R V I N E I N G ROUGH GRADING PLAN 4 DIAL TWO WORKING MONUMENT STAMPED D J07 1935, IS 38 FT WEST ao�c h5 S/yy9c BEFORE DAYS BEFORE OF CENTERLINE CALIFORNIA HIGHWAY 74, 33FT :mod 0�4��o S fR 24068 EXP. 12131105 DATE PLANNING • ENGINEERING SURVEYING ��A,�ry1 RA N�Tp���►lOw 30698 DIG YOU DIG SOUTH OF POWER POLE 19319 CWT. ti Th—Hugh.•Wry ' CA 92618•PH:(949)583-1010• F%:(949)583-0759 g YOU N0. 24068 31/0 a SE PUNS HAVE BEEN REVIEWED FOR CO4PL1ANCE WITH THE BARED FOII 10 HEIGHT OF LIGHT ABOVE STATION MARK I ME1ER. - - - �.•+EV41/� _ PLAN SHEET 11 L'LfT7. TOLL FREE 1-800-227-2600 RIGMMM11i/Mo.a■,rl.r „r �■l•7s q�',■yrre� PROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND >�{E;�gIp1YN O,S. si STATE LAWS,AND A PERMI CAN BE ISSUED. THE ESTATE R EVELOPY K A PUBUC SERVICE BY ELEV. 1425.78 NAVD e8 'Q CEv IG REAL ESTATE pEydOPMIXY WA FOR F.1. FILE MQ v MARK BY DATE APPR. DATE fp,.CAL — Q D/�l�4 455 Undon Sbwt,Larms Bosch,CA fLDt 784-8 THE A CESTAM cawrwr T ( G UNDERGROUND SERVICE ALERT + ��� OOIR4TY KEN SEUMALO R.C.E. NO. 55915 (90)49+a70T REAL csurr°Fa�ow�"r r F: 0053 Engineering TR_30698 Grd-RoughGrading Grd-ShtG4.drg ' 7 37 P-1442.4 I ,' - _ �1" 1 4st V i 39 11 - 4 P-1446.1 \ 14751 , 1 -44 EXIST.SLOPE OONSTRUCTION MT. •♦ I - !- , l"� - -r -' , ', A - GRANTED ITE ROCK \E{ i - � ' � 0. ., O ♦'•- , ACOUISI CO., LP. TO DON^LD S. ♦♦\J. 4:-Y / �/ i 7y -,� Z ,, ,. ♦♦• ~ ( - / y ri U PER DOC.12003 B 50 °•o 1 / � , J„ _ •� -\.._ d. I' � r' r=. �-� � ± •O 1 t I' '±A � 1513. ♦, -� � a jf� III GG77 P-1446 1 - _0 I'1 _ �4 �` �' o 1 �� N � ; Z g d z so 0� - lue 1493.9 �1 4.T sED�ICCESSIRgAo., �• t 7 489. ♦ 1 u 4, ��, j 2o; 1 - P P 4 50 X/yT.:UTILITT'fOLES /.. 480. N .� ,1•\ Y \ _ ti _ � l C/ qA -1490 -tO� �••.-.�.._ 4j - 1 800 , - : GH G .. _ PP ..� _ A � ROYI � w R 41 `� 1 �j • -__ / \G� ii 1490. 490 n MOROVEME1N tii\I '' 'i 1+�0 -- ,__ �- °� , FOR TRACT G 25478 OTHERS •\\ NE 42 P-1445.E / - -' '� ,o _ '• _ - �� � L �p"149�8� � .. 9� - � O�J_ '.3 �'. � � 4'f~i •. � � � � / c - � - ��'` 1 Ev. ,°1, / �--- v 94.3 \Q , _�,r� ��- , - _ _ � ,� r; F � �' / ol� _ \ � �:9 `1 5 �•1�{ ' P- 43 � I 1 fit' �� _ �_ � - , 1 1; / i ---J \ P-1445.4 \ -_-- „� by" a e+/ _ � I EXIST.SLOPE CONSTRUCTION SAIL ^h /, .e♦R h - - O M g8s9 ' / c�`, �i• ��� �.. 1 GRANTED BY WHITE ROCK / / �M .� I ,� M - _ } �\ y', uj \ACQUISITION CO., I.P. TO DONA 74. +4 / / / / / E - �. 490 _ •' v\WURMAN PER DOC.12003-E ' �/ ` ► i 1 D N I i �.- .,� 1� - -- �.,�-,� 77, ```•. W i �C TYPE 1`. - •, "r-� � �1 QIQo �e� , , 1 / % A 7C 1 %, j O �1 } '` \ ` 1 5' .9 41 27 VD T� 4 A �32- �f 9, o LAYERS FILM. \ / s 14 6 1 P-1 5.1 _� I �w � � P 1488.0 - '{g Yr 4.7 14843 P-1 7 P=1488, `f- �2s2 P-l.V! 9lA'- 9 � p �P-1� �41+ P 148 ��( 16,5 j .1;171 v ♦ __A 'f4 v ' .` .• '' I' , 'InH C D''SET LIFELu _ A LLI 1 / � � ' � -- _ 40• -"- I49. v �\.--�� � ^-�'L'�%Y ` s: •�\\- .,M+Gv G a�' ♦ ♦ -- a._ - y •.xr E" I y4 1 , � � 7"- �- - -... _ i MIN. $ '•.•� v -- , \ � �25 �� N,w � MN -.VANE aDoc.pza7is -i�, '• -- ��- -- I r5,5 2: �' \ -_ 1 .. . ,as3. 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CLURMAN ER [ - \ r ♦ CLURMAN PER DOC.12003 78 0 LURMAN R DOG. 2 -87824 1 04 105 1�6 G NG OR T CT 1 1 DOC.12003-878250 AP DATE ID D �\ ♦♦\ lots �f to3 - I 109 ; I1 11 It ATE OF LATEST CHANGE TO HIS P \\ \ 148�9-}-P=1484• -+4843 \ I I ' I ON NOTES N LL 1/O4/06 `\ ♦♦ �-���-- _ ��� � P-1483.J P-1483.4 P-1483 t 112 P-1483.8 1, x a \ ♦ 1 Q� / j tR1 .:iC i I P-1484 7 IN PER DETAIL ON SHEET 3 DATE OF THIS LOT ♦ r \ I I ® �� O 3 O6 b3\ X\\ �aORGE I I O 6 BENCH R TERRACE GRAIN PER DETAIL ON SHEET 3 �\ G, \ ♦`♦ ,P=1485.8 `\ L 1 I I. `�S s1s I I 1. a i' O RIP-RAP PER DETAIL ON SHEET 3 No.C2406a r. ©INSTALL 4'PERFORATED PVC SCHED. W FOR WALL * 6p.12/31/07 �, SUBDRAIN PER DETAIL ON SHEET 2 D I E R T 1� � � ,� THIS SHEET SUPERSEDES SHEET 4 ©REMOVE INTERFERING PORTION OF EXIST. CpNC. DITCH BENCHMARK sL4L4140rlM PREPARED BY H U N S A K E R & ASSOCIATES CITY OF LAIN ELSINORE SHMT ND• USC AND GS BENCHMARK DISK IN CONCRETE � o FESS, �� DIAL A�ZTWO WORKING MONUMENT STAMPED D 307 1935, IS 38 FT WEST 4oQ�,/.s spygY+t /�S Q(e• I R V I N E I N C ROUGH GRADING PLAN BEFORE DAYS BEFORE OF CENTERLINE CALIFORNIA HIGHWAY 74. JJFT y �A� O SNYDER R.C.E. 240M EXP. 12/Ji/07 DATE m PLANNING ENGINEERING SURVEYING SOUTH OF POWER POLE 19319 CWT. _ Three Hughes Wire, CA 92618 PH:(949)583-1010• FX:(9a91 SS3-0759 YOU DIG YOU DIG TENTATIVE N0. 24088 E - HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. /S&S cwADEs a Lors I-4 30-42,90-96,:ADUUST iS F RE WING 4 s 5 ^� Eap,ap,7m a THESE PUNS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE Amy FOR �M S 10 sltTs. RAISE PAD TOLL FREE 1-800-227-2600 10 D.S. os/05 AND ADD 4A A•50.REwSE r4RTNeuRR O(/ANn11ES SHEET 1;Aausr Masi REANHpNO PAD Kdf t 17 m APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND !WE AS fIg1YM THE CLURAM COMPANY ING A PUBUC SERVICE BY ELEV. 1425.7E NAVD B8 GRAOES UP O.I'-O.Y'SNEE75 6 7 t 1XLLP Aeltll/ /•r � c/P1L t STATE LAWS,AND A PERMIT CAN BE ISSUED. W.O. FOl! P.W. FLENO. UNDERGROUND SERVICE ALERT MART BY DATE KY<IOIS APPR. DATE FWCAL1f�' � ' REAL ESTATE et,LDEVELOPMENT GOIMfiT KEN SEUM4L0 R.C.E.N0. 58915 4SS lM1dwl ) '�oom Mrlt,CA f1iSt Tu-e REAL auewN LtiliANl'.1c. REAL ESTATE DLYELOPME/lr 005 Engineering 0698 Grd-RoughGrading Grd_ShtO4A.dwg S E E S H E E T N O . 6 coNsrux"noN NOTES 00 800 `x 1431.8 f- � •, �-___` - - ,I - �( � E 4 - 1 ---�-- �0 \ 7 _ _ - S i CI S MW DRAIN PER,DETAIL'ON SNE yS 0 X x 1433.4 x 14372 •`• 10 .Z1Y T 1449. --t ' ''� A YE / -- / `i RENCH t�iERRACE DRAIN.PER T SHEET S f x (ham • 2 YERS FILLER � . e- � � �,.'>•-` w/L �/ (� � O 1"-CH�1'CR�BIFE DRAIN'WR DETAIL ON SIIEEr 3 � -- t --"---__ x 1450.5 { ,. �_. `�..�-�'�4\\ L - ��-''�•-�, � �, l� �O jy � O'COMLwiE BRAIN JP PIPE INLET_ R DETAIL ON SHEET 3� SPLASH WALL PER ZETAIL-ON 3 A y X1441.6 \4 Ulllfr� -DITCH PER _--��- - T. DErAIL ea SMT.GRANTED B�IITE �mn IAIL r ACQUISITION CO.,LP. �. o- ._ +___-- a''N.2�- TRIUNbRAIN f/- TO Q S. CLUBMAN PER .�, - x 1 43. ---- WC./2 i+ D -_�� 14533 1 IHSTAtt-i6'•C11P-ASPNALr-COA7)_I96-APPROVED EQUAL i',e,F : y_l \ _ =� ` -\ `' x I I� � 1 INSTALL I'PERFORATED PVC SCFI D.40 FOR WALL SUBDRAiNJ HEET 2 2 R/ ; / w 4s8.6 I - - 1452.s 1 • REMOVE INIER�ERING PORTION DF fST.CONC.-0ITCN- j 29 3 I I � I I x1458.9 � \ �� � � ����`�_ �`���.. �. x � � x1454.5 I I :' - j�5/ P-1448.3 I Pf 1430.E I :.� I \ �, - -- .=- ..`--� - _...` / �-_ - CONNECTION-TO CAICH VA �+'V T S P-1448.9 `��l 14 L� I �o.tr►pan•a±.�_ -P� _.._ >fi/>otr ; EXIST. SLOPE CONSTR C1I0�!ESNL I,/ j +'�' +'` S- ,�� ..� I -� ` -��` i ��'��`�'n �- 9` 100=1.1 cf. GRANTED BY WHITE L-� X7� "�� Yf00=13 Jq,j�' F ACQUISITION CO., L.P. TO ONALD S. I I Y'ifa r _ -`` i \ J / // / DENSE SSI'>r !'u�,K 10•D CLURMAN PER DOC./ TREE I 3- 7Q250 ; c. 2,�� -- �I X1459.0 I ' ((( =� P I W=07 d, rig ILA -10 xfiwwArERLrruRs 11 1 n r �41.6 I -p�,7f 7 &IqI. p_ 458.2 'i 2 LAAYYIERRS, _ -71 45. 7 C � 1° .°r' ^�` 1ko- '." � �� �? ,TM � \� -- _ _ OF \` �� � 1/65� � /�a --� 4► ,`� � 4 ,- ---- - I4Bg�'C ' - _ ^µ i m .- .. I p y , � ""�i'`a. `�1 ► � ` 9' \ri 5 � � --^•,.'NOr,\ X/SPT.' -�N =.e ��i�- �'.- / tAsSsib5_. �D .-I31 TYPOLESTO YE PARK P-11446.9 s N }�� xil I � � �' �_ /_/ --, ,•• °'' �N � t '�\ ���----__. '%Z•� ��j' -- � �� ( p�05Ir x / � _ O I J. J 1 z z P-1446.3 -41 E T P VEMEI '.. 69. Nos *' ...\ \ ,\\ `•.- 1 r 1 .11 F."o 11 " �t _ ♦ .►. tiJ _ _ A CESS ROAD 1. • ! T 111 B ,I W 12 it FOR TRhi!!T nj Gi \ I 5 , 254713@1(OTH > J v 1 1Lu B a 71Iz P-1445.4� i I �Q 1 s.6 1 t \ I 1 �.149 6 \ .. 1 1 1 y IEXISP SLOPE TION ESML I �'Fi''r \. \ # \1 1 :1, 5• I /'•. �' ` �. ``�U - � �\ A Y/ ' GRAfED BY WHITE s!-, A �I 5. B• �I� I ... . Il / - RRRs�. II'• x,49 68 IACO ISITION CO., LP. TA WNALD S. ' '�y r�D L N PER DOG. B7e250 "IN 1504, , O t'fo= Op. 1 . I .1\ W w ' Lu I ' , ` I v , N MODIFluno0TN�� 1 G, P-1 43. SYT.'sr. 1ED BY WNfITE\ tee. '*' •..8 �, ��� ;�, ` ( i -, ` `OD ��ih 1 -'� ./D� w M1 Y/ > 1 ROCK IC O SITION CO.,'LI. - ` _ l� /l-..• a'. TO DONALDia CL xs URMAN PE �04� ^ �►!>'' _ l� '� ..\ 1 I \ m� rn 11 i1 3 T -�^� �\ 70 ) '11 � I DOG./2003}N7e219 � � j✓ ,ffiy•.y �w+i-� $�_ _, �% /� \" - � 1 -+ Je, 1 � y 1 Ir 1 �+ 144 .1 I I� ` i i } � -- 1ifi 67 Y LX1 Y_ I ,n o �n o IIx OD 1 t / r e m b SCALE " e 40� I i I � x 37 � P-1442 4 � .'r 1 cq� • y. ' �� I{eT,J3 MA _ TE IDENTIFIE ' I, ��� ,`` { .B7 __ �o b= _ " j ) µ DATI OF' T CHANGE TO THIS M I s .�__';�� -•� _„ 1( i "b,_-an. _•� I \ 8, I y I I'; ;_ ._ 56 /O6/0 BY:J. lb, DATE OF THIS,PLOT - O$ O6 � �--� � _ '' . , ., (��� _ .. �,`/�'�`� - -��I� •r're 1, f' ! � 4`�� 1 '\ 1 I �.'� ' I 1� �,�\,I\�\ \P\\ /-G-I \ 4 �i.. MGERT SEE SHEET NO . ' ;' ' '"� SEAL4� PREPARED er CITY OF LMM ELSINORE SHEET NO. HUNSAKER & ASSOCIATES DIAL USC AND CS BENCHMARK DISK IN CONCRETE QpoF I R V I N E , I N C R/� TWO WORKING MONUMENT STAMPED D 307 1935, IS 38 FT WEST {c AS 5/yy'{( - ItO1JGN GRADING PLAN BEFORE DAYS BEFORE �� 4e PLANNING • ENGINEERING • SURVEYING OF CENTERLINE ruIFORNIA HIGHWAY 74, 33FT 4 UC S ER .C.E.24068 EXP. 12131105 DA Three Huh TENTATIVE TRACT NO. 30698 YOU DIG YOU DIG SOUTH OF POWER POLE 19319 CWT. zm 8 et•Irvine, CA 9261e•PH:(949)583.1010• F%:(94915e3-0759 syy a No.24088 E PUNS HAVE BEEN REVIEWED FOR COMPLANCE WITH THE TOLL FREE 1-800-227-2600 HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. s K r'P'Izpl/m a pROPRIATi CONDITIONS OF DEVELOPMENT AND OR CITY AND PRDARm FOR FI SHEET OF 10 arts. F O.Ei• a5 r,�A+rAMMIewF/A b s w,iSpe• y ;AyR n / SUES•AS SHOWN s sr STATE LAWS,/ND PERMI CAN BE ISSUED. THE CLURMAN COWANY R1C. s A PUBLIC SERVICE BY ELEV. 1425.76 NAM 88 MARK BY DOTE APPR. L341E �l CIVIL a Q / REAL ESTATE DEVELOPM R. ENT W-M I= F. FLE 1D• v. UNDERGROUND SERVICE ALERT RRY111016 pI•�LIF L If Q/ Zt OI' DATE DE�AIRER 2007 ISS LYre•n Strwt,lgler 07 a fEA411 7B{-e INEREAL nSTATE Co~,Yt. ��� GOIMITV K� R.C.E. N0. 56915 (949)494-7A7 �'-STATE DE145I+•PLIENT F: 0053 Engineering TR_30698 Grd_RoughGrading Crd_ShtOS.dwg v M E E T N O . 6 Counux 70N Nons 1 -- x,� SEE S _ �, r t t � , SAIL ON s s 00,800 \X 1431.8 -' rr I/ C 7 1 ` - _ A�sA l AENCH t TERRAC`E'DRI/N _ DETAIL-ONSNEff-7 E /4s0 X x 1433.4 I r JI x t437 9 •�♦ T N, ?' "�.. ( W/L 1 I I i 'f0-PIPE INLET R:DETAIL ON SHEET S / `♦ 2 YERS FILTER _ ---� I.. •446.6COHFWE7£:ORA/N 9 ----- x 1450.5 7t ..._ �0 0 SPuSa DER bElAIL ON f 7-- _ _ � I `,♦ �_ `'�_�- / .yam- J \ x1441.6)' \ "�•.. \ -��--I�, 14,C i I I' f -UTILITY Y-DITCH PER-DEIAILlON -,v- XISL-itk'C ACOUISIneN Ca,-L:r: ^ n --, (� -__ _ x 1 43. -- __ JNSTALLl3`CUPASPHALT-CAL OR APPROYFD EOUAL TO LO S. CLURMAN PER - \ 45 7 / / I INSTALL 4'pERFGIP,I'TEDi'VC .IO FOR WALL SUBDR_A_D-1._KIF EET 2 Doc./z p e2u ` _ ._. ♦ 1�8 x \ \ 1 i i • REMOVE INTERFERING PORTION'OF- XISECONC. DITCH r-- t 4512.E x 1454.5/ i/�. / "�_ --. --- - � 29 / C \ x k5s.s I -- �wc CoaNEcnoN TD CATCH 1 3 I I i x 1458.9�� �..�t�� -��-\ - is 40 OR P-14848.3 �L - -1 I x 145 `l r -- \ / ``\^ DOWN N-DRAIN 70 PIPE INLET E/AID SIE�I� j I O �\ _� '. - P-1448.9 PA 4 \. \ p Y I _'W!<-0100=1.1 CIS _ \ _ \ 7 I (f lT� 9 v1'D X Psi` i I EXIST. SLOPE CONSTRJQy,CC ESMT. i - /./:' e �`�.`-.- - I I -::. 1_.. \\ �/ / DENSE �r SIV?e�. ARK i1 1 b X�XY i I GRANTED RAN EDI BY ON CHIT ROCK TOLD S. }', y, ry - _ \. // IITTPPEE 10H. T f1- a ' / �10t,r 5.�1/ \ � I / TREE 1 1 70N T-51' 4 CLURMAN PER DOC./2 OS-b7e250 - `I .t --y' •r/Z. 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I I .; I $'� 1 I r♦ \.�\ \ � \ .. W / \ ♦ 1`~ ,e.' O.i � :\ -'---"� l --� ••�.. .,. GRANTED BY WHITE RCK \ I I $ $ $ '�' k 6 { \ ' �I 1 / .1 i_ �! / ♦ �! (ACQUISITION CO., L.P. ONALD S. - pp \ wJ 1 ♦ / r.••^'--- .C. RMAN PER DOG./OeS B7B250 clu 4F�•, � „' �` , I I ♦ � .i � I I P�1444.6 I I� g I; �3�. \ g t1 /. + W_ I� I hti I I ',a981 I / / 504. \\ �1479-i ` \, j / ►p 0? .:- \ -. 1 'O / UJ x, a o \ • I _� av` .Iv\ ♦� 1 �y � w J I I \/�i � "� 5----- ^� a. !h. ` _ ""/ � ♦ 4. � \\. � \ � x 9 1�o-"' J -Q �y, �.� p� � 1� ` N I \ y ' XIST. FUE MODIFICI i 1 ` ^ > oq •'" `r/-\ \ \ Epp . 1 1 i� 116 �����t7F jA p I Ili ' c 1 P-1 43. SNIT. cRAryy11•ED er K ACO 51 / ROC (yTIDN CO., i I I i, ► :-L` •-,. ^, X.../ Z• - I 'T 1 - \ p Il I I ♦ i I` C! d\. TO DONALDI IS. CLURMA PE _J� !1// � 11 ape Y � ; •�`� _ / I � -y � � \ _ 1e' � c Doc. z003 P78;e9 � I � I p m h♦h� �ef7Z.7 i 4 � _ � I •' � . -_� • �j' \ � p� � (1 1 :� � -�. � _ 36 I 0 I ♦ .^ i / /C 7 I 1e 7 S =6!.l9. V 11 +( P / I� � , I 1443.1 3 i Z _ m - 1; - Ln ICI x 190 I� / SCALE sslm ■ Q) 37 x I Ji5 2 GY-�►- �TIL ,'� --�. �� �� � `T!✓• �� � -.Ii � 1 � 4 4 I � P-1442 M TE IDENTIFIE DA OF' T CHANGE TO THIS M - 3�1/04/0 u _ BY:J. fe` i I . �'� ;' \ /� 7 f \ Q� T •, / Tft' �\ v. �jl °I '=` \ �\ m DATE OF T-4R PLOT 01 13 �a '` aw,IV31/07 THIS SHEET SUPERSEDES SHEET 5 SEE SHEET NO . 4 ��;... t� - 'It• E R KHCIM APA sFx-oawEER PREPARED BY ® CITY OF LAKE ELSINORE SHW p0.HUNSAKER & ASSOCIATES �� o . .M. USC AND GS BENCHMARK DISK IN CONCRETE ORROFESS, s/,1„3 O` , I R V I N E I N C ROUGH GRADING PLAN DIAL TWO WORKING MONUMENT STAMPED D 307 1935, IS J8 FT WEST �4 ps SNrO l� PLANNING ENGINEERING SURVEYING BEFORE DAYS BEFORE Of CENTERLINE STAMPED CALI DRNIA HIGHWAY 74, 33FT y Fq$ SNYDER R.C.E. 24068 EXP. 12/31/07 DATE Three Hughes-Irvine, U 92618-PH:(949)583A010- FX:(949)583-0759 TENTATIVE TRACT NO. 30698 YOU DIG YOU DIG SOUTH OF POWER POLE 19319 CWT. = I RNSE PADATREET 0R40CS■LOTS 1-6, 30-42,90-96, 119-T20, 133-158 SHEETS 4 k s N0. 24068 a TNESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE Pr"AIIED FOR PLAN SHEET OF 10 fI1rS. / UP.12/31/07 TOLL FREE 1-800-227-2600 HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 10 D.S. 0,9/t✓5 AND ADD 4A s sl:REi+sE cwTNwn6vc owNnnes sHccr 1:AO./usr wasT RL■wuNc PAO �S /.e °L APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND WALE:AS IIIOMIN THE CLURMAN COMPANY uK. cRAOEs UP o.1'-o.z'SHEETS s 7 a nun. sr STATE LAWS,AND A PERMIT CAN BE ISSUED. REAL ESTATE DEVELOPAIEIIT W.O. FOR F.R. F1,E N0. A PUBLIC SERVICE BY APPR. DATE �r OIY1u o Rs■ch,CA92651 7s4-e RIE allRAtAN ELEV. 1425.7E NAVD B8 MARK BY DATE FpA,CALIF DATE:DECFAIREIt 200] 4ss Llndsn St>fwt,Laps RDu ESTATE DEVELOPMENT UNDERGROUND SERVICE ALERT Dlf R'rY1016 OOYNTY KEN Si R.C.E. NO. 56915 ("91494-3707 0053 Engineering TR_30698 Grd_RoughGrading Grd_ShtOSA.dwg I V x 86 � �'� �u_r0�.�.�Z-1�9 _ 1473.6 1 55. �� t I 1 ' -RGRJ i _�� �/ x� / � A.P. #347-1 PROPOSED GRADING ESMT. ��� / � � ���� X 1561.4 , �� 1 y ` / I DGRADI ESMT. .. � yi 5. , X MA L. r- t _ 55 I ' 11 k• _' / r ,, - �," xists.l ,5,.-. �., f�� I •" P�15I .8s 3.9 I I t a � . � 9 � m� �(' <1 -_��� � A �F* nNv•`� r. : � I�•I� IEI I� ' `�' , ' I`I 1 /r 5 ►4T, r ' ING'FOR TRACT T �� �. > I I � ." o 1 y t � III P- 2.2 • AS 1 _ - - ..._ as •Y16 , t ,�y � � p ' . ,I� '_p-4g -� - � ti� •„. .� ` r �T ?.sir �`J 1 ��3 � � _.� _ i I I "YEfMMIT — - _/ KT. FUEL MODIFICATION ESML GRANTED BY WHITB jt a7. •' , � 1`' .- ', _ .j -- KIUK \ �/t _ 1 4 - r - f0 DO ALD S. CLUBMAN�ER I-'I + •• I � � -� - ��- � , ri � 37 003-8742 1 I�t I I ,� 4 '� 1t66 i _ PoUZIEN ABUSAMRA; THE S2 LURMAN COMPANY 8S /OC1N7D2Y i I7'N.77 RVbl�ME7 PER "Aa i TERRACE >> All -p '�' lMlfT llE� 1 i a 6 _ i S�LtSq>!vAuL ON �� ��� [` d`r` •,� --- 1CRETF,�4R'CH-PER DEJ _ ',glP-RAPR DETAA ON SNEpt/3 -- 'MTIt1wv-DITCH PER DETAIL OAY k \ \•�� ,l \ \� .' \ ' 1- 1, _.-.- 1 �/ ' 1 �6%ND571TRIUM DRAIN/GRA D6 1 HNSTALL 1 R'CMP ASPHALT ` �AMgO \� ,. Yy 1-41 12i Y CHED.i A DpAL MAP DATE IDENTIFIER ` �. _ � �/ A7 -- DATE OF LATEST CHANCE TO THIS MAP \� �`.• ��- _ x¢$ ,( �i' 1 INSTALL 3` 71),PIC .; IbR LL S PER -ON-'SNE _2 08/06/04 t .; gtlu u I uar c . \ n DATE OF THIS PLOT t • � 08 06 04 x 1431.8 =1.3 7 / / LED l . 10 Dr11 11Y 1449. ___ _ x 1433.4 �- - N L Sm 45 W/L x 1437.2 9 / \ 2 YERS FILTER J}� J BENCH# nc _ SEALf1MalEelt P1tEPARED BY CITY OF LAIC ELSINORE sxeEr Mo. USC AND GS BENCHMARK DISK IN CONCRETE H U N SAKE R & A5 S O S DIAL TWO WORKING MONUMENT STAMPED D 307 1935, IS 38 FT WEST �oQaoj sspFk+t I R V I N E I N G ROUGH GRADING PLAN BEFORE DAYS BEFORE OF CENTERLINE CALIFORNN HIGHWAY 74, J3FT �� PLANNING ENGwEERING SURVEYING UG S R . .E.24068 EXP. 12/31/ D4TE TENTATIVE TRACT NO. 30698 YOU DIG YOU DIG SOUTH OF POWER POLE 19319 CWT. n ThreeH Iry nI U 97616•Pi:INEE e3-1010• iX:1SURV 3-0759 ,; - , SE PUNS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE �� 10 HEIGHT OF LIGHT ABOVE STATK)N MARK 1 METER. ^� t w.t:/r/m z FRL►ARED FOR OF_11 11L I ' TOLL FREE 1-800-227-2600 Ipyy,�'r i�•i+Mrttrs,os/,.4tvs7st�..4«++r PROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BALK AS SHOW 111MAN COMPANY INC. A PUBLIC SERVICE BY 0 9 �J r ' ` REALESTU ESTATE DEVELOPMENT 4' ELEV. 1425.76 A44VD B8 CIYI� ? STATE LAWS,AND A PERMIT CAN BE ISSUED. THE UNDERGROUND SERVICE ALERT MARK BY DATE APPR. DATE f cfi ,',// y W.O. FOR F.R. FR.END. •,n INEVISICINISCAL ]G.�R `� �/a t�t DATIL DtQ 20Ol 4SS Lkwon Sawt,Laom Illowk U U"l 7et-e n�cLuawN CO~we 4 O ODINR� KEN .C.E N0. 569I5 (%9)4f4-2707 0 REAL ESTATE CEYELOPYENT 0053 Engineering TR_30698 Grd_ oughGrading Grd- htO6.dwg i 147 - / FUEL MODIFlCATION EASEMENT X 14 '.1 PER D0C 2003-243427 F. pa••�1 REC.03�1/2003 - ♦g'1 i *// , ,I — 1 i 1 ♦h ♦h� / � 1 r� \\ I 136 1 \ T1as9.o A _, ' P-1560 0 .-0100==1.1 crr I / \ / i g. - _. 1 0 • c V100=IS / OTERESE SSIY .4RIC ' 10'D `0f00=07 crr'�� r`-- 1IQN,.7=51• ♦ r vroo r3 rPs !x' y1 LArERs�TMR 1 135 l "D X'PW (� / MATERIAL ] / -9 1 ►DN1 st' n // ' F P-1558.3 ��. 6. b c5z 11\t� ♦ t` 134 137 P-1556.7 �' +! T 56. �2, \ P-1559.9 '{\` ♦`r 4a80.3 133 �t , x .. \ \ P-1555.3 138 &i 5 \p- 953.9 a� / 5;5 - p \ ♦Ze / ♦ 558.4 J \ - r / P-1 55.3 ♦�: ��\�;A tip IEXIST. FUEL \ ,� $ ESMT. GRANTED OBYIE ^\ ♦ V _ �.,� S� \ _ ROCK ACQUISITION CO., L.P. TO THE CLURMAN CO.,INC J J \ '1 I DOC.,42003-8182511 W 1 4 6o tr19 I 131 W @ �t 0 7 1Z -Y g°' ` fl <•'� ; i I I P-15s2s / 7 // 140 P-1553.8 / M / I, _. \ I ED BY WR, EXIST.ST. LOPEn� % \ ♦� - - YO. ��� _`^♦ '\ I ACOUISITIONTCO., L.P. 0 S N O Q DONALD$ LURYAN R �\ \ p t Doc.Ezbo�7sz52 � I � 142 / 143 \\ r P-1550.9 I u , I �- / P-1551.7 / \ \ \ S a �. - °�y�. ♦♦ I / P-1552.0 \I z oz 141 �I0 \ t a 1 t \ ---_ --- P-1550.8Lu t. A 144 1 1 W 1 %r P-1552.3 i I 1044 � '��-'�11 •.,�\ l -2' � 4 �G ¢,y),''�O'r ♦y / .r� \5r � �1 I / N--�'6 1 t � �,•i-+• _____ 1 i � �O ',� ! �� � p - - "per A G 9e� � � , 1 r 1500 -_ ,.,'Q \ �' �I �• M2I021 ~ ---- yp9. / / 145 ; i�+► .' �► I . . T � M, � I� � ,�. I I _ ALES 1 �7a d '� .G I .. XIST. FUEL MODIFIGI ON O i 149 148 147 If 1 1. '� •• 47 _�' I ESMT. GRANTED 84 ITE 12' 1 / 1 1 I ROCK ACQUISITION CO, L.P. 18' 7 I -1SS1.8 I P-155 .8 ) TO rHE CLUBMAN I 146 I 1 L � \ •• ' � � L � I iDoc.�zo03-b7a�s�i� � ; I �.,, I,i ,. ; A P-1552.5 q oo C CON ucn TIF - 1 1 A 1 Ifl ++" I I I, I 3' F. /` , '1 —— N♦ I -A- M r _ GOWN ORAI PER DETAIL pN SHEET d// I AP DATE IDENIER _ To III 111 — y DATE OF LATEST CHANGE TO THIS MAP "'1 I C` d 1. -^ I -—///-�- --_ .... 6"BENCH h TERRACE DRAIN PEI WIAIL ON EET 3 08/06/04 BY:J.A.G. QROFESSIOyk O4 12'BENCH t TERRACE DRAIN PER DETAIL ON SHEET 3 DATE OF THIS PLOT ,`If / 08 06 04 S E E S H E E T N O . 8 IIJ o SPLASH WALL PER DETAIL ON SHEET 3 I O9 RIP-RAP PER DETAIL ON SHEET 3 4f1� `, 10 UTILITY V-DITCH PER DETAIL ON SHEET 3 , "'��� } 16 REMOVE INTERFERING PORTION OF EXIST. CONC. DITCH DIG L E R T BENCHMARK fEAL-DWO tR PREPARED lY I , I`b HUNSAKER 6L ASSOCIATES CITY OFLMEELSINM SHEET NO. USC AND CS BENCHMARK DISK 5,CONCRETE µOTESSI Soy DIAL TWO WORKING MONUMENT STAMPED D 307 19J5, IS 38 fT WEST doe Js sNytle I R V I N E I N C ROUGH GRADING PLAN BEFORE DAYS LIEFORE OF CENTERLINE CALIFORNIA HIGHWAY 74, JJFT _ �� Qe f PLANNING . ENGINEERING • SURVEYING SOUTH OF POWER POLE 19319 CWT. y 7• . .E. 24068 EXP. 12/31/05 BATE Throe Hu IMne,CA 92619•PH:1949)583-1010 fX:1949)5e3-0759 YOU DIG YGU DIG m R TENTATIVE TRACT NO. 3(698 N0. 24068 E PLANS HAVE EEN RENEWED FOR COMPLIANCE WITH THE HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. ` 61y . �. ' - '��- f r,=.1x/5,/os a PRlPARlD POR o- TOLL FREE 1-Q00-227-2000 / ,r���,�w=,yam .I..v PROPRIAIE CONDITIONS OF DEVELOPMENT AND OR CITY AND PLAN SHEET �O W'o4wwrs,7 w.A•srr�� / SCALE:AfllgNll sr STATE LAWS,AND A PERMIT BE ISSUED. THE a11RAtAM COMPANY RTC. s UNDERCROUNDSSERVICE ALERT ERVICE BYV. 1425.76 NAVE)B8 MARK BY L34TE APPR. DATE �7f0F���,fcfi` �/ / REAL ESTATE DEVELOPMENT 3'/.0. FOR F.D. FR.E Ib. OIOR� pwvxim COIRRT A�� OIV1t f�} DATL:EMECE'.- R ZOOS 455 LbWm Street,L•E�•�•Eeed1,CA 92"1 - ) KEN SEUMALO R.C.E. NO. 56915 (90)49+3707 F: 0053 Engi neerinq TR_30698 Grd_Rouq hGrQdinq Grd-Sht07.dwg ' w I 0 . ESMT.GRANTEDITJJ7 Iff Uq P-15 ' I I YRocT E c�ui-S B1 i' Lv. I I . ..; 8 7.. I p-1551.8 CONSTRUC110N NOTES 5 .6� [\ An ai INSTALL 4'PERFORATED PVC SCHED. 40 FOR WALL SUBDRAIN PER DETAIL ON SHEET 2 I i T• •7 I I / f>r /' I.9 i __,__ �4 I ® REMOVE INTERFERING PORTION OF EXIST. CONC. DITCH Af. \ .. I J' 1E. pR\ 1550 J Y.4 ( 1 ' h - -y N �.. EXIST.SLOPE CONS7RU TO Py 1 S4Z.� ESML GRANTED BY WH(E�ROCK C \ / I I ACQUISITION CO., L.P. TO DONALD S. CLURMAN PBR j Al �\ DOC.1200J-Q7e250 I I 15U I 151 _ �, -v-------- -� i I 152 I ' J A�I yv v I P-1542. F I �i I P-1540.5 I c i I P-1544.6 I\, /�� (Q� P-1540.8 I {V 2 ` - N S� Teo t� � 1, ,.. +�`��---=_. --- �ILY -J •� q� x n J ✓ I � j, ♦ '1 I ' '\ 1513. \ __. \. / \°j rD\h� 53 :? .h a ^\h 9 _ W Soo • � _ ;a v i 124 \ \ \ \� �" •\ -___-. _ - -�� m-�i,''� •� I EXIST. FUE LM007C4i177011 -q II 183 I� �iI I ESML GRANTED BY WHITE I I 1 B2 0 ♦s.'\w w �~\ ,�� \ \ o _- T j RPAKDGALDSIiIONL.P. ;3 P-1534.3 I> - ., TO OONALO S. CLURMAN I I P-1541.3 �•? \ _. �"r - \I I C III I; 7\ - - - --- - ------ --- o- _ ` � / I r k P'Ib40� �3 $ ; 123 I _J 00 �' 1 ) P-1532.9 1 y4sb 1 _1�9�o ry I 184 I 181 \ _.. P-1532.0 t533 z:1 II ; I I I P-1538.2 _�--------------- 1�, 122 I I I do -------,sao I f5facr P-1528.8 I r----- 21 W - 1 `- ; - EXIST.SLOPE CONSTRUCTION I1 I - ---------- -- c - �'.. l _^. 151 S} I I it ESML GRANTED BY WHITE I I I I I r ACQUISITIONCLURMAw PER % ' 2 185 i 180 W - - I ;Ao - --e--------- - I I i P-1529.7 to j12(I ' -�=15 1.71 12 I t Iv R I 1 � i P-1522.7 / _2 �24 ' 2 'I\` P\20 tip IN / 1I\` --- -----z:,------ ------------ - i �1 I .«• 1525 i I , 7 P-14B4:3 -P�i485._ ��$B�Y -P= 4922 \�498.0 j. 5pt \ I 1 / / " I 179 P 11B6.1 P=44 •T j-��i i � _.�- d i ,o - ,\: la I I t,171 I T -- ------ --- -- 186 P-1522.0 II l �' -1- I; T �� y 6 0 I W - _ - - - - - --- ---- se P 1518.1 � W \\ N -- 1515 ----------- -- 178 6 187 1 I I P-1514.0 . I I I - --- - --••- of a! _ _ \ ..-� 25 `w ` ,. ______•-.{. -__•._-.._ _ k NO�TARIIZE E r�RZ � � N�I-I ',i 1�1� � I I '; I 1 I I T 2 we AINT I„ IPNS N 04 \ t to b EAT R. 0 3 7188 I 1 " ' � � I - 'd04 � --- __ m I. a� •9RE�1 a --�$ - I .• �A Its 2 •I �»I. z:1 1 1� 1 - :L 1515 l �. ___ __ I 1 ✓ -1500 1 zD'' 1 ' � z:1 a 77 ooc.zoos s71s7 21 ,stogy 188 I I 150 I - -lass P-1503.5 P-1505.3 ✓ 7 'ro. w 2 ,r t50`u-I 0 �1s20 1495 __I500- .-�51`..- 'l yj 2 �\\ 1j . I �_ 2.1 Y=1+19&-__, � 150s / i 4^' � 3 / � ��-���- ='�^ -___ ✓// XIST.SLOPE CONS TR CTION MAP DATE IDENTIFIER ESML GRANTED BY W ITE ROCK . ENTB-� _. ----1500 DATE OF LATEST CHANGE TO THIS MAP \ I I N 400 1 9400 - 08/O6/04 BY:J.A.G. c j I DONALD S. CLURMAN PER 2J 600 t600 495 }, �9 I DOC4200J-878250 _�h9o- -•�. �' ^ Q F �'�i}Y I DATE OF THIS PLOT 109 F I I I i I I I 25478 BY THERE ' ,-� \ I I \• I I i 1 1 EXIST. FUEL MODIFICA N ESMT. . 9 Gf01GF 8. !� P-1496.8 I SCALE 1�� C 40' OS O6 O4 -1483.4 P-1483 1 i I I 112 1 13 GRANTED BY CO., LP.WHITE 0 DONALD S / V6 Boa ' o ; P-1483.8 I P-1484 7 114 CLURMAN PER DOC.120QJ-B78249 P-1485.7 I -.Ej, 1 P-1486.6 115 t� ° •�� \� / / P-1487.7 116 117 / // ✓ �` r. / �, I. JJV 11 `V/ o 104CWAAIIK SEAL-000LYM PRQARED . H U N S A KE R & ASSOCIATES CRY OF LAIC ELSINORE sHuEr NO. USC AND GS BENCHMARK DISK IN CONCRETE OFE551 S o I R V I N E I N C DIAL TWO WORKING CENRLINCALIFORNNNUMENT STAMPED 0 7 1935,HK;HWAYS 38 Fr 74JJFT WEST ��ap0.I•s sN �.^ : ROUGH GRADING PLAN BEFORE DAYS BEFORE �4 i 6E.24068 EXP. I2/Ji/OS AIIE PLANNING • ENGINEERING • SURVEYING YOU DIG YOU DIG SOUTH OF POWER POLE 19J/9 Cwr i Th-H ghn•Irvine, U 92618•PH:(9A9)s93-1010• FX19491583-0789 TENTATIVE TRACT NO. 30698 , ./ - e NO.44068 SE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. _ f r,..Iysl/oe MIDARm I m TOLL FREE 1-800-227-2600 4 7 Ab u•Av�a�• ��,�*a✓ArA•o APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR C17Y AND KALE:ASso" PLµ SST OF 10 RMl. A PUBLIC SERVICE BY ELEV. 1425.76 NAVD 88 sir CIVIL �� STATE LAWS,AND A PERM CAN BE ISSUED. / THE CLIMMAK COMPANY W_ W0. FOR F.R• FRiMO. UNDERGROUND SERVICE ALERT MARK BY DATE RRYOIOm APPR. DATE "WrCALIFp4` �/�( �/�>-(.} VIAL ESTATE DEVELOPMENT J � � KEN SEUMALO R.C.E. N0.56915 ! fin•IRiEiA1RQ�09 4"Undm 7trest,LAV-Oftch.CA NUI 7N-I nle mima N COWANY INC $ I (90)49+3707 REAL ESTATE DENIOPMEW F:\0053\Engineering\TR-30593\Grd-RoughGrading\Grd-ShtGO.dwt --__ EROSION CONTROL GENERAL NOTES S E E S H E E T N 0 . 10 A. IN CASE OF EMERGENCY, CALL DON CLURMAN AT _C949) 310-4573 \\\\ ---j- L -TRY n, // B. THE UNDERSIGNED CIVIL ENGINEER WILL REVIEW PLACEMENT - A 'A OF EROSION CONTROL AND INSURE THAT WORK IS IN 4 ACCORDANCE WITH THE APPROVED PLANS. ` ` PASSIM PARK WATER QUALITY L 0 T A 12/30/06 / _ _ -� BASIN DOU S SIVYDE RCE 24068 EXP DA E \ / �n�r CrA,F 11 I k I / / PASST%fARK "'°°•""• +ras n_ I to T4f I /^ �. I 4w"1.r.•nlyya�/P-rua - I M / /C. A STANDBY CREW FOR EMERGENCY WORK SHALL BE E > P r4s, Aft O AVAILABLE AT ALL TIMES DURING THE RAINY SEASON, OCTOBER 15 #n 1 P-"•sn.7 I P rwre.T 1 v_,Ajp> " °� / D THROUGH APRIL 15. NECESSARY MATERIALS SHALL BE AVAILABLE - -- .- -� - - - -- '"' 1ej> - " - _- e.r - � -- ONSITE AND STOCKPILED AT CONVENIENT LOCATIONS TO e. .i „ nxe j I I =� /D LOT A FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVISES OR TO / Z a REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN - *-' �_ / / "'?t'"" ;"; a 0 IS IMMINENT. D. EROSION CONTROL DEVCES SHALL NOT BE MOVED OR v 3 MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER. - I i"" v- sra j I `• Ne -/ - ._- -l� - {\ - �� "w,,. W ]m E. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICESQOD x o19 SHOWN SHALL BE IN PLACE A7 THE END OF EACH WORKING DAY t ' WHEN THE FIVE DAY RAIN PROBABILITY FORECAST EXCEEDS 40 2 -� 1 tsA fi PERCENT. F. AFTER A RAINSTORM,ALL SILT AND DEBRIS SHALL BE ��' O�A�NrsB - ILA +«•. -j -_� _-_i_� ., - I ` �,,,, REMOVED FROM CHECK BERMS AND DESILTING BASINS ANY GRA f TRACT ,— $- �'_ -- - -:, t 1 _ '�O u 1 - t ►- GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED }I 2547 9 OTHERS -7 _-. _ t - . 1 G $d $lei f rye I iiss:.e DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. ,M Y ` `L 'IG. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY .- -,� i V 04 tlo s r -- vu� I f a %,' I -Iss°.9 FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH I _ q r- I t Y'J. it WORKING DAY. I /^ • '`- v199 r,.o r 1Nos P79�e r_r4Nr /, o e• 0 I . t ,.- ,, H. THE CONTRACTOR PUBLIC LE AND HAVE POSTED ON THE TE OPREVENTPASS INTO AREA WHERE -' �• WATER IS IMPOUNDED WHENEVER THE DEPTH EXCEEDS TWO FEET r � ' - 1 ¢ � do -_d • I A OR CREATES A HAZARDOUS CONDITION. ,I 0 _ ram" II N: 0 1 i N • v r 37 A e Ina - o x i '0 1 +r O& go i + lJ; _ y ii m ENGINEER'S NOTES AND LEGEND „ I e 4 a a' I ✓ i Ji I �r 9 ,9z INDICATES STRAW WATTLES 4� ° ,i S � li ��� I _ •i ... z INDICATES GRAVEL OR SAND FILLED BAGS \ I P-rnrS 99•'; ' ^� V rl �I 28 a C ° ; 1p F INDICATES SILT FENCE AS NOTED - '/ 'j m 000000INDICATES FIBER ROLL AS NOTED 4D 0 0 A 1 M FLOW INDICATES DIRECTION OF FLOWS ko�,> ,de `boa P�,a,e ° $ R \ �.� > r.7 �_.• I _ I INDICATES STABILIZED CONSTRUCTION ENTRANCE AS SHOWN HEREON. , � r s. ._ HP INDICATES RICH POINT � I I• � • - - ' / ROVEMEMS •3i+> LP INDICATES LOW POINT I G FOR TRACT �\ I T g{ • - -f ..Ya.•. - _- --r 1 -1 -_1 •' a 61 --_— 25478 BY OTHERS -_ 4'_ I / - •b i r 'i � _ __ __-l _ I l r ytya ALL SLOPES TO BE PROTECTED FROM EROSION BY HYDRO-MULCH S _ _ ,xa SEED MIX AS SPECIFIED BY DEVELOPER AND APPROVED BY THE 11 44 / .I ..._ r�J. COUNTY OF RIVERSIDE. - r I — ypro.9 M1 I P-rn9.71 ��twa.9 40 ', L r4n 1.9 P-r 9T.9 P-149J.91 P-INS.S \ P 7xx a I, \ 1 r i ` / •T i ;5� r O [ lJ ue.° -ruz v-ue9> e.J -.ase P-ueaw r-usan _ .e P-r.e..r 7 2 -. - ~~a r- \ y' / A 4 S 1X *, ERIOSION CONTROL CONSTRUCTION NOTES 1, i•� �� t y O STREET STRAW WATTLE PER DETAIL ON SHEET 10 • E, +A - _ c `. n=-t - _ - _ ¢ ,t,' / D `O fSTREETAr © TYPICAL STREET SECTION PER DETAIL ON SHEET 10 -l�/ "".'� I- _�-: © CHECKDAM PER DETAIL ON SHEET 10 ` I� % � /, ;�, �'~ -- _ O SILT FENCE PER DETAIL ON SHEET 10 \� ( /� I P-laze .wet P-1-9 P-144.4 .i ces,° Iv r II }.,r-tBV.i l' NI - -r- I[ ��\ y P a v© v�°� �' f°,I I ti t I �u>° P r I to '1 �,ra .> i% f - �' C 1` - I I 'I n O STABILIZED CONTRUCTION ENTRANCE PER DETAIL ON SHEET 10 1 -- ti I i O TYPICAL FIBER ROLL INSTALLATION PER DETAIL HEREON _I/ _ ` p - I Jr�. II I lag- I E I mm� v 1/_ u �116 — --- " E MAP DATE IDENTIFIER .'°e,— '.°:r--10T �,.»— raB�wNET \��� /1t ZYorEMENrs. `y n ' . 104 tt. 1M NG FOR TBIICT — DATE OF LATEST CHANGE TO THIS MAP ` / \ \/jam\ \ \ / \ 7 e5 08 O6 04y� \j • es' —-- .� / Le .E S 11a ,la DATE OF THIS PLOT r °-11rt'0 - - P'N9.J CALE ill - 80' 706/04 DIGA=LERTSEIRCHIMARK 5 i ENGINEER PREPAM W CITY OF LAKE ELSINORE SHEET NO, DID USC AND GS BENCHMARK DISK IN CONCRETE H U N S A K E R & ASSOCIATES OF ESSI DIAL TWO WORKING MONUMENT STAMPED D 307 1935, IS 38 FT WEST pea NS sNr�e6511a ; I R V I N E I N C EROSION CONTROL PLAN BEFORE DAYS BEFORE OF CENTERLINE R POLE 1 HIGHWAY 74, 33FT ��o� �f fi PLANNING ENGINEERING SURVEYING TENTATIVE TRACT N0. 30698 o •P o DO S ER R.0 4068 EXP. 12 i/OS YOU DIG YOU DIG SOUTH OF POWER POLE 19319 CWT. - H 2 three Hughes Irvine, CA 92618• PH:(949)583-1010 F%:(949)583-0759 R405/ AFlfIJFA%IAai.17 cA5-(.JrTdt,1N-Ai,7/I-iRJ,iST-is6.rf " NO. 24068 HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. �.ma's-em s✓ �s / SE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE 'A TOLL FREE 1-800-227-2600 f..1454jatvsr.rotwAySc�vw✓71 E•9.IT/JI/oa VRE9MEp FOR PLAN SHEET EV • l6 Aldv APPROPRIATE CONDITIONS OF DEVELOPMENT AND OR CITY AND O,S. 05 75 ,o/AAAsfwAt7WANe/Avs ui R7'_ar sur7sG P sJar�es Ane Q / SCALE:AS SHOYM OF sr STATE LAWS, AND A PERM CAN BE ISSUED. THE CLURMAN COMPANY INC. A PUBLIC SERVICE BY ELEV. 1425.76 NAVD 88 + clvl� + REAL ESTATE DEVELOPMENT W.O. FOR F•R• FBI Nm MARK DATE APP C0111111rTE rf '�' DATE:DECEAIBER 2007 455 Linden Street,Laguna Beach,CA 92651 784-8 THE CLURMAN COMPANY INC. S UNDERGROUND SERVICE ALERT REVRIONS °P CAL1e Ol z15-�+ KEN SEUMALO R.C.E. N0. 56915 (949)494-7707 RE&ESTATE DEFELOPMENT F:\0053\Engineering\TR-30698\Grd_RoughGr°ding Grd_Sht09.dwg D i 100' MAX (SEE NOTE 2) ENGINEER'S NOTES AND LEGEND 8'MIN STRAW WATTLE TYP wwwww. INDICATES STRAW WATTLES SPACING FOR VEHICLE ACCESS PER DETAIL B ---- --- DIRECTION OF I INDICATES GRAVEL OR SAND FILLED BAGS STREET FLOW W=75% OF o ROADBED WIDTH Q 2 co W X F.L. INDICATES SILT FENCE AS NOTED --- -- 20'-30' 5' 0000001 INDICATES FIBER ROLL AS NOTED k 0 STRAW WATTLE TYP 31'-40' T 4+� PER DETAIL B 8 IN 41'-50' 9' R FLOW_ INDICATES DIRECTION OF FLOW 51'-60' -'r -f X1 61'-70' 12' INDICATES STABILIZED CONSTRUCTION ENTRANCE AS SHOWN HEREON. SCALE: lot SO' STREET STRAW WATTLE DETAIL A ` HP INDICATES HIGH POINT = NOT TO SCALE /� - ,-'� LP INDICATES LOW POINT NOTES: r. srn4w wAm£s TO RE SEC-w,rH snwEs AT ucH ENo ANo roan roor oN cENTEn. _ \\ \> ALL SLOPES TO BE PROTECTED FROM EROSION BY HYDRO-MULCH a. REournEMENTS FOR AND s ..DE 9 C-1 REDucERs FOR STREETS wrnl cRAOEs FUTURE M N0.32129 / SEED MIX AS SPECIFIED BY DEVELOPER AND APPROVED BY THE oI`LESS Nur+r S-L 9E AS SNowN DN ENE APPRoyEO Enosra 1 c Tn PUN. STRAW WATTLES , BY ERS / COUNTY OF RIVERSIDE 0 J. THIS STANDARD DETAIL SHALL SE USED AS SHOWN ON DIE APPROVED EROSION L'ONTROL •A TYPICAL STREET CROSS SECTION n — — — > / SPACING OF ROWS OF snow WArn.ED NO,` fO SCAI F F , SLOPE OF STREET PAVED STREET UNPAVED STREET - _ ' 1 i ' ).., ,\ z -- IasxroMe�.tE eo' so' 7- _ I r J.9I OF LESS NOD• IDD' D a I II y N, L rl 1 Y n-rs4e.e NOTE: °Bz y INSTALL FIBER ROLL L 0IT d _ I ALONG A LEVEL CONTOUR. 3'MIN. OPENING BETWEEN — O'" Ir- \ A BAGS ON TOP ROW _ \ l�l• I y y ST.IMPROVFA11I 4 / GRADING FOR TRACT T FJIIOSION CONTROL CONS7'IlIJC1'ION NOTES 18"TYP \ I STREET STRAW WATTLE PER DETAIL HEREON D IS \ � 0 O TYPICAL STREET SECTION PER DETAIL HEREON TICAL SPACING INSTALL A FIBER ROLL NEAR .+ ¢ L i \ 'I'a O /\,r VER SECTION •Dw- CHECKDAM PER DETAIL HEREON•Ow ' O A B J S Y / \ MEASURED ALONG y SLOPE WHERE IT TRANSITIONS�, y � C s k FACE OF THE SLOPE -R l ti �`� \ \ VARIES BETWEEN INTO A STEEPER SLOPE Op SILT FENCE PER DETAIL HEREON Y 1 _ /A > �� A B� 10'AND 20' - ry CHECKDAM DETAIL C OE STABILIZED CONTRUCTION ENTRANCE PER DETAIL HEREON = _ 'i E ,? h I`, s(OPE FIBER ROLL NOT TO SCALE _ E `, - t > -- ;� f \\ YA41 8'MIN OF TYPICAL FIBER ROLL INSTALLATION PER DETAIL HEREON '^Rt4ur---� I I / — NOTES: et st � _ � A� i � 1 i\ w I. GRAVEL BAGS ARE ENCOURAGED OVER THE USE OF SANDBAGS AND MAY BE REQUIRED I ° '''"''I I T r '�•• / a 1 0 IN AREAS WHICH ARE PARTICULARLY SENSITIVE TO SEDIMENT DEPOSITION. y'� / ,pc 4 _ _ ` _ \ \ -_A N �A m N2 D °1 2. THIS STANDARD DETAIL SHALL BE USED AS SHOWN ON THE APPROVED EROSION CONTROL PLAN. `, I A p' t - - - ... I 1 TYPICAL FIBER ROLL INSTALLATION a d p ''�)J r_un.e 109 1 1 A F —3/4'X J/4' 'a 7e ' P_'n''e 110 ' NO SCALE WOOD STAKES n Z MAX 4'SPACING IT ENTRENCHMENT DETAIL 3 r �. � NOT TO SCALE NETTING STAKE --FILTER FABRIC 4 WATER TOE IN FLOW HEAVY DUTY REINFORCING 50'MIN C•�---�"~, ICI / / DOUBLE STICH - --'-'� '- HEM PERMIT AREA m PUBLIC RIGHT OF-WAY "' DRAW CORD ___--""" - - PASSrVg PARK ze I 29 �•/ I 7- WATER OI / / - L 0 T ' " 1'-J'COARSE AGGREGATE , --PROVIDE APPROPRIATE TRANSITION " �11l4s7!,1 P II P iI P =11 P BASIN BETWEEN STABILIZED CONSTRUCTION .PIdJI PARKFILTER FABR PROFILE ENTRANCE&PUBLIC RIGHT-OF-WAY Gus� 50'MIN. _..a li ISO I • POLYPROPYLENE _. - FILTER FABRIC r -- / r L%T i i HARDWOOD STAKE PERMIT AREA PUBLIC •-� In i s i RIGHT-OF-WAY - RLt — +` 1■ SLT FENCE DETAL a-- TEMP. GRADED SUMP PLAN '�-.- .. ) /JO I P-Ig941 NO SCALE r• ��1;; I ' 1, I Ear I lu \5 �� II� � �. � �,!•✓ r � _ », �� STABILIZED CONSTRUCTION ENTRANCE SPECIFICATIONS I I t\ a ♦ ��� \ 1 � � Z I. THE MATERIAL FOR CONSTRUCTION OF THE PAD SHALL BE I TO J INCH COARSE AGGREGATE. I EMENT$B _ un a J 11 \ GO Z 2. THE THICKNESS OF THE PAD SHALL NOT BE LESS THAN 8 INCHES. - 1 ——J r { _ J F'OR TRACT <+w_ ✓• —— _..1 _ ( �T 1 J. THE WIDTH OF THE PAD STALL NOT BE LESS THAN JO' _ ._ - _� T.t - - ___ __._ _ �. _.$P ,! `i-'i - <.Ojai .. p ' L .I I 4. THE LENGTH OF THE PAD SWILL BE AS REQUIRED, BUT NOT LESS THAN 50 FEEL 2S47�y4 OTHERS ) $ f 4. THE PAD AND SUMP AREA SHALL BE UNDERLAIN WITH FILTER FABRIC. 1` ; ' n3 MAP DATE IDENTIFIER ��T �e OTC I I O` ( I ,,SI m DATE OF LATEST CHANGE TO THIS MAP I \ ,•y t]eP-1550.9 I I! 08 O6 04 BY:J.A.G. E STABILIZED CONSTRUCTION ENTRANCE l34 ' / DATE OF THIS PLOT NO SCALE 08 06 04 I DIG SEE SHEET O . 9 OFC SENCHAIARA SEAL-'fl108� ABED B'' CITY OF LAKE ELSINORE SHEET NO. Usc AND GS BENCHMARK DISK IN CONCRETE H U N S A K E R & ASSOCIATES pFE45l'W f�Q� �. EROSION CONTROL PLAN 10 DIAL TWO WORKING MONUMENT STAMPED D 307 1935, IS 38 FT WEST 4oRa NS spy + I R V N E N C BEFORE DAYS BEFORE OF CENTERLINE CALIFORNIA HIGHWAY 74, 33FT �40°� DfPf� DO S N R. . 24068 EXP. /31 5 DATE PLANNING ENGINEERING SURVEYING TENTATIVE TRACT NO. 30698 YOU DIG YOU DIG SOUTH OF POWER POLE 19319 CWT. m Z Three Hughes • Irvine, CA 92618 • PH:(949)583-1010 FA:(949)583-0759 6 �ars'EA r > V/T �- r / N0. 24068 SE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE "D HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. - —'—.Z to ENP 1z/31/oa PREPARED FOR PLAN SHEET 10 'r TOLL FREE 1-800-227-2600 SL¢Lr./qA+4'.NfH/sls;L,oq>=as•.flt3ros4,� AN►sAifr>+/nr� APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SCALE:ASSHONM DF �• IC O.S. Ai Pr �A STATE LAWS, AND A PERMIT CAN BE ISSUED. THE CLUBMAN COMPANY INC. V• A PUBLIC SERVICE BY ELEV. 1425.I6 NAVD 88 BEAL ESTATE DEVELOPMENT W.O. FOR F.B. FIRE NO. MARK BY LUTE APPR. GATE foF nL1F� UNDERGROUND SERVICE ALERT REVISIONS D �.•�� ;�-L - DATE:DECFAIBER 2003 ASS Llnden Street,L 4-3 Beach,U 92651 �a+-e REA eESTATE E LOPM T SMM� OOIRfTV KEN SEUMALO R.C.E. N0. 56915 (949)494-7707 KCAL CsurC OCVCLOPMCNT F: 0053 Engineering TR-30698 Grd-RoughGrading Grd-Shtl O.dwg