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HomeMy WebLinkAbout32337-1 PGP (Asbuilt) SITE GALE IN THE CITY OF LAKE ELSINORE � CT. WES DR�°sEcana4Rr TRACT NO. 32337-1 AG�CMEMSWSspy LAKESFDNE PRECISE GRADING PLAN SLNSMEPT DR. OR. ACVTpYEq CAN YDV Pq 4 S RD. LINCOLN ST. 303 PRIFIARY ACCESS 2Ds 2D4 2Od HA E 3 74 75 2D0 OPEN SPACE''.t > 315 HAS j /� �`.\ OPEI•I SPACE f0 TRACTFtE \ \�-- ram• '� , VICINITY MAP O.S. 72 315 NTS -N- SOILS ENGINEER'S CERTIFICATE: ,� E THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND QpOFESS/p4, PH �SE� U' �, 84 TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS OUTLINED IN THE SOILS AND GEOLOGICAL RECONAISSANCE REPORT PREPARED FOR THIS DEVEL NT. 5 N m 86 w No.2455 m 1B7 \ \ \ 87.. 1 .... �_�_ (Signature) (RICE NDJ (Date) ml FpTECHMGP g Cy►SL;w�"" _••.� ` \' ire .� � SIR ( era - 9�F �/ .31944 ra OF ..a 54 r 9 (Signature) (RICE HD J (Date) ;..:>,\,� � 63 ,'` /:� 45 S. BASIS OF BEARINGS E f i Az DEEPEN FOOTING NOTE: BASIS OF BEARINGS IS THE WEST LINE OF PARCEL 1 O=PARCEL 154 : �(�- f - MAP NO.30787.ON FILE IN BOOT(204 OF PARCEL MAPS AT PAGES 152 169 / /' 1 ,\ �H R 319 CROSS MINIMUM EXTRA DEPTH OF FOOTI FLO IS BASED ON H G SAME STATIONING 5 THROJGH 7,INCLUSIVE,RECORDS OF RIVERSIDE COUNTY,CALIFORNIA, " _ a. CROSS SLOPE RATIO BETWEEN SWALE FLOWLINE AND FINISH GRADE ADJACENT ..,� TAKEN AS NORTH 06.3558"EAST. .~-�'l %" a �` J _ -41 -- --z- TO EXTERIOR FOOTING. IF FIELD CONDITION AT SUCH LOCATION INDICATES LESS _�•�_�_ � / �� r "`�, THAN 20% CROSS SLOPE RATIO, APPROPRIATE ADDITIONAL FOOTING DEPTH 51 4B EROSION CONTROL NOTES: -----•-"' 304 % 95 4g % 31 THESHALL BE ENG ENGINEER PROVIDED. RECORD ISSUING DEEMED FINAL TO CERTIFY GRADING TH THATCERTIFICATION REQUIREMENTS 1m !oe 1a6 A.IN CASE ON EMERGENCY CALL----------KYLE SFIEPARD toe � • � 1B J,� � ` �� ' •��..� HAS BEEN MET. (Respmalble Person) 97 (�\ 760-272-9923 _ ..„ `� ls�� 35" q�� ?°" LEGEND (24-rr.phone no.) 98 �. 2! �i� ,9 B.THE lNDERSIGNED CIVIL ENGINEER WILL REVIEW PLACEMENT OF EROSION CONTROL AND 99 SE � "�, �. 3e 36' ® TYPICAL A.C. PAD (OFM/-B4�IfANCE WITH THE APPROVED PLANS. *.,. \ <""'7�/ r"�-. U°EN 5✓' DF. DEEPENED FOOTING B. TH //� / F' 100 19 zylj')`". A\'�, r FF. FINISHED FLOOR `�^ 23 _ 1 1 PAUL A.PECK C58602 12-31 08 -- 24 ' ) _ t ,r ! �� �� s \ F.L. FLOWLINE (Signature) (RICE NO.) (Expiration Dete) - i. /�BASIN I. �25 \ ,. � (\\//� 8 1- � F.G. FINISHED GRADE C.A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. •�''°^ / "'\�7\ ( !� F.S. FINISHED SURFACE OCTOBER 5 THROUGH APRIL 15.NECESSARY MATERIAL SHALL BE AVAILABLE ON SITE AND Y STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRICTION OF TEMPORARY DEVICES "'•-�- A\ , 14 1 / / 27 �� \\'' GF. GARAGE FLOOR OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. G P ,., ,y \:.. 31J. � ��' H.P. HIGH POINT D.EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER. SACE PP OP ��" y3 F% ' d CONSTRUCTION NOTE '` � �°\'� � ... y� / �� � P.E. PAD ELEVATION -N REVISE PAD ELEVATIONS ON E.ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY., OPEN SPACE (\j�J}`'.� �, i 12 `v, ��''• �\ LOTS !3•15 6 22-25 T.C. TOP OF CURB DRIVE APPROACH PER MODIFIED RIVERSIDE WHEN THE FIVE-DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. O 313 l"'.,tl "�'.;. '? / 1 ® COUNTY STANDARD N0.207 ON SHEET 2 if Amay T.F. TOP OF FOOTING F.AFTER .RAINSTORM,ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK"IBERMS AND OESILTING \ (�;a ~/E ^c^. 2 ~ T.N. TOP OF WALL O KEYSTONE WALLS PER SEPARATE PERMIT BASINS.ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL - B T9 \ \�J�', T, ALSO 8E IMMEDIATELY REPAIRED. QG�OCJ, 9 / 3 �1y �` T.R. TOP OF RETAINING O "V"DITCH PER DETAIL SHEET 2 G.FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE Q / 'a 4 \ TKW TOP OF KEYSTONE WALL CONCLUSION OF EACH WORKING DAY. 9�' / 4� \ &KW BOTTOM OF KEYSTONE WALL PAR, 2 P F� �/� H.THE CONTRACTOR SHALL BE RESPONSIBLE AND AVE SIGNS POSTED ON THE SITE TO PREVENT / J i' 8 5 2:1 SLOPE Pl13LIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED WHENEVER THE DEPTH EXCEEDS 2 FEET P.fvl, 32338 �\ u/ /��_ ° "" �� CORRECTED FENCE 6 WALL ON LOTS 232e DEEPENED FOOTING NOTE OR CREATES A AZARDOUS CONDITION. �\',. Nr-' T i CORRECTED SLOPE ON LlY1S 70.73 S H` 1 a— � A RETAINING WALL (PER 1.RETAINING WALLS PER SEPERATE PLAN AND PERMIT �� ,`, U / GO9� SEPERATE PERMIT) 2.KEYSTONE ALLS ON LOT 79,89,93,94 PER ALBUS-KEEFE 3.RETAINING W WALLS SHALL BE CONSTRUCTED OF THE SAME �SPACE J FIRE HYDRANT ASSEMBLY MATERIALS AND DESIGN AS THE PERIMETER COMMUNITY APPROXIMATE EARTHWORK QUANTITY ESTIMATE TAq�T \� 99� Q -o- WALLS WITHIN THE PROJECT. eO[/NOggy \\� 0 PROPOSED STREET LIGHT APPPDXIATE EARTHWORK ESTIMATE x— 6'W000 FENCE (PER LANDSCAPE PLANS) CUT- 4700 CU.YDS. FILL- 4700 CU.YOS. Q _ 6'ORNAMENTAL STEEL FENCE (PER LANDSCAPE PLANS) THE ABOVE NOT ITI SHRINKAGE.SWELLING. EXCAVATION OR ANY SPECIAL CONDITIONS THAT MAY BE INN THE PRELIMINARY NOTIFICATIONS 6'PRO70 II BLOCK WALL (PER LMASCAFE PLANS) SOILS REPORT AND ARE FOR REFERENCE AND FEE PURPOSES ONLY. SPICE THE ENGINEER NOTE:THE CONTRACTORS SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES INDEX MAP CANNOT CONTROL THE EXACT METHOD OR MEANS USED BY THE CONTRACTOR DURING GRADING FORTY-EIGHT TRA HOURS PRIOR TO STARTING CONSTRUCTION OR EXCAVATION: nmm,m.mmn.m 6'SPLIT-FACE BLOCK WALL PER LANDSCAPE RANG) OPERATIONS,NOR CAN THE ENGINEER ASSUMES NO RESPONSIBILITY FOR FINAL EARTHWORK SCALE:I"- 150• FFOJT YAFD SETBACKS ON THE FOLLOWING LOTS GUANTIT THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING HIS OWN SO WAS 20.0' IS 30.0' FETE HYDRANT MARKER CITY OF LAKE ELSINORE 1-909-674-3125 EARTHMOPo( THE FOR BIDDING,CONTACT,AND CONSTRUCTION PURPOSES. IF IT GENERAL TELEPHONE 1-BOO-422-4133 �1 11 WAS 20.0' IS 25.0' APPEARS THERE WILL BE EXCESS OR SHORTAGE OF MATERIAL,THE CONTRACTOR MAY NOTIFY ELSINORE VALLEY MUNICIPAL WATER DISTRICT 1-9D9-674-3146 GRAPHIC SCALE 1"=150' 12 WAS 20.0' IS 30.0' KEYSTONE WALL BEER ALBUS-KEEFE) THE ENGINEER TO DETERMINE IF POSSIR.E GRADE ADJUSTMENTS CAN BE MADE TO ALLEVIATE SOUTHERN CALIFORNIA GAS COMPANY 1-BOO-427-22DO :27 WAS 20.0' IS 30.0' SAID ATERIAL EXCESS OR SHORTAGE. SOUTHERN CALIFORNIA EDISON COMPANY 1-800-694-8123 REVISED RETAINING WALL LENGTHS AND HEIGHTS v, MEDIA ONE CABLE TV 1-909-674-7741 o 150 75 0 150 300 450 CERTIFlCATION:UNDERGROUND SERVICE ALERT (U.S.A.) 1-800-422-4133 of LEGAL DESCRIPTION THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE BEING A SUBDIVISION OF A PORTION OF PARCEL 2 WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT n OF PARCEL MAP NO.31011 AS SHOWN BY MAP ON AND/OR CITY AND STATE LAWS,AND A PERMIT CAN SOILS ENGINEER ENGINEER OWNER DEVELOPER ASSESSOR'S PARCEL N0. FILE IN BOOK 206 AT PAGES 50-52.RECORDS OF BE ISSUED. mp ALBUS-KEEFE G ASSOCIATES. INC. ALBERT A.WEBB ASSOCIATES K.HOVNANIAN FORECAST HOMES RIVERSIDE COUNTY,CA.IN SECTION 33 T.5 S.R.5 AS BUILT $ 1403 N.BATAVIA STREET,SUITE 115 3788 MCCRAY STREET 35M CONCOURS STREET,SUITE 100 K.HOVNANIAN FORECAST HOMES 391-260-047,-050 r-051 W.,S.B.M. NTO ORANGE,CA 92867 RIVERSIDE,CALIFORNIA 92506 ONTARIO.CA.91764 OO 9 STREET,SUITE 100 NTARIO,C CAA..91764 KEN SELNALO R.C.E.N0. 56915 NPDES WDID# 833J300609 (714)744-9760 (951)686-1070 (909)483-7320 (909)483-7320 co LLI p 51�'7 D NOTE: W4m Vp L AS'w(.T / EAL—ENGINEER A''LL BB EE'�R T A. CIVIL ENGINEERS BENCHMARK: CITY OF LAKE ELSINORE SHEET NO. WORK CONTAINED WITHIN THESE PLANS il/Nu DnL REVISE PAD ELfVFTIonzS SHEET 5 �yH►e+tm.- f1 RR 3788 McCRAY ST. IN THE COUNTY OF RIVERSIDE, CALIFORNIA SHALL NOT COMMENCE UNTIL AN 5 CRR P c e T L N ` v ,{� M•I•ev Y 1J,1 B RIVERSIDE CA. 92506 CITY OF LAKE ELSINORE BM B-95-63 ENCROACHMENT PERMIT AND/OR A o ETs .�a7\\° PSf A S S 0 C I A T E S (951) 686-1070 ELEV.- 1301.72%EST. 12/95.NAVD29 TRACT NO. 32337-1 1 o GGGSSS GRADING PERMIT HAS BEEN ISSUED. @NGIN@@aTNG reN'rs PRECISE GRADING PLAN ` � Of/1f/07 CPA o pAl 7W0 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR 1 LOT 10,11,12 B 27 FRONT YARD SETBACK CHANGED ON SHT 4 NBL oayAa !�/7 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. �•�-�-� / �� OF 1P SHEETS BEFORE DAYS WORKING AND REVISED RETAINING WALL LENGTHS AND HEIGHTS LOTS: �� — YOU DIG YOU IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION.THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK DATE A'r4 °� PREPARED BY: C58602 SCALE' FILE NO. TOLL^ A NUUD SEVKE BY r-°00-T�T-110D FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS I>F D H: AS SHOWN V: N/A �F..: W.O. F.B. Lf uxouaBauxo sBVICE AIEBf FOR APPROVAL BY THE couNrc. ENGINEER CITY DATE 01-29-07 32-31-08 H7VNNiIM1 FTIB;ASf 04-040i ok 44121o7 077--v-1-01 GRADING NOTES 5' MIN. P/L 5' MIN. 1. ALL WORK SHALL BE DOPE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE ORDINANCES NO.801 AND 882 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE UB.C,CHAPTER 33. MIN. MIN. ti 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSDnw-PRIOR TO ANY . FINISH FLOOR= PAD ELEV. + 0.50' w OPERATION. COMPACT TO TOE OF SLOPE- UNLESS SLOPE R 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND USA.ALERT FINISH FLOOR= PAD ELEV. + 0.50' OTHERWISE NOTEDU-800-227-2500)46 HOURS PRIOR TO GRADING. s COMPACT TO SWALE yyy�,,, io 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF 90% MIN. 90% MIN. 0.5' MIN. "` HAP.OTVPMIN BEGINNING GRADING OPERATIONS. SWALE + �7Mq,1, y MAX• 3�' ELEVATION lam- 5. U15T SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. 0.5' MIN. &ti��0 g9jFS MFl F�'F 3 MIN, x z 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED, _ QQ q% µy1 N TYPICAL FOOTING EMBEDMENT: + a AND SHALL BE SHOWN ON THE PLAN. PAD MIN.F J 1. PER 97 UBC SEC. 1806.1 - 1.0' MIN. FOR 1 STORY & A A "'LOT y ELEVATION 29 FIRST 3 FT 1.5' MIN. FOR 2 STORIES. BELOW UNDISTURBED SOIL I R o 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED. MIN AFTER 3 2' + ¢ SHALL BE SHOWN ON PLAN AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION OUT TO THE FINISHED FT. 2. PER FOUNDATION PLANS. 3. PER SOIL REPORT. MIN' �1 O o 50RF'ACE' WHICHEVER IS THE MOST STRINGENT. B 1 PAD i y 8. FILLS SHALL BE COMPACTED THROUGHOUT TO BOX DENSITY AS DETERMINED 8V THE MODIFIED FIVE LAYER g• ELEV. A.S.TN.D-1557-70 TEST METHOD. TYPICAL FOOTING EMBEDMENT: MIN. PE-64.7' x: I. PER 97 UBC SEC. 1806.1 - 1.0' MIN. FOR 1 STORY & FF-65.2' 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIER AND INSPECTED BY THE Sb' MIN. FOR 2 STORIES. BELOW UNDISTURBED SOIL R i GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. 2. PER FOUNDATION PLANS. SIDE YARD GATE w 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND 3. PER SOIL REPORT. (PER LANDSCAPE PLAN) N %% IS APPROVED BY THE SOILS ENGINEER. WHICHEVER IS THE MOST STRINGENT. %% 4%FOR THE FIRST 3'FROM i1. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2'PER FOOT FOR P/L SECTION A - A MIN. MIN. THE BUILDING FOOTPRINT - A MIND"OF 3'.THEN 1% MINI")TO FLOW_INE OF EARTH SWALE. TYPICAL SIDEYARD SECTION 2%THERE AFTER 12. MINIMUM BUILDING PAD:DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS THAN 10'. R/W AND 2%IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5'DEEP AND NJS. CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR FILL SLOPES. 13. PROVIDE 5''WIDE BY 1'HIGH BERM OR EGUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. §:r�C:":`' ;i3 -"si;:�;"k="':F,:;?`:`: •:it: 'V SIDEWALK14. PROVIDE A BROW DITCH.DESIGNED TO HANDLE 100 STORM FLOWS ALONG THE TOP OF CUT SLOPES. TW PER PLAN CURB 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 5' MIN. CL STREET GUTTER 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER TO SUPERVISE GRADING AND PROVIDE A FINAL 2' 3' SOILS REPORT WHICH INCLUDES FOUNDATION REGUIREMEMS (SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS MIN. - - - OF THE SOIL. m FINISH FLOOR= PAD ELEV. + 0.50' 17. GRADING CERTIFICATION BY THE DEVELOPERS CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS m y COMPACT TO TYPICAL LOT ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF -+L 90% MIN. BUILDING PERMITS. F�n SWALE N.T.S. iS. THE PRELIMINARY GEOTECHNICAL INVESTIGATION DATED NOVEMBER 18.2004.AND THE ENGINEERING ANALYSIS OF 1.6:1 NOTE: TC AT DRIVEWAY IS AND 1.7:1 FILL SLOPES,DATED APRIL 29.2OMPREPARED BY ALBUS-KEEFE&ASSOCIATES INC.(GEOTECHNICAL CONSULTANT), ZZ T 0.5' MIN. -PAD SHALL BE CONSIDERED A PART OF THIS GRADING PLAN AND SHALL BE COMPLIED WITH. O g VqI ANW t �%VA 3 FI ELEVATION ELEVATION OF THE WCURB 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD N 9IF Mom,f� U 3 Ft' TYPICAL FOOTING EMBEDMENT: S4RLLELEVATION WHE BE GIVEN. IF ANCIFIC ELEVATIONATIONS ARE WITTHH RESPECTaTO ADJACENTIRED.THE GROUND (WISURFACE RESPECT GUT�N SEA T U VELD 1. PER 97 UBC SEC. 1806.1 - 1.0' MIN. FOR 1 STORY & DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. IF FOOTING IS CLOSER THAN 5' TO 1.5' MIN. FOR 2 STORIES. BELOW UNDISTURBED SOIL 20. ALL PROPERTY CORERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY THE HOUSE THEN 6" MIN COVERAGE 2. PER FOUNDATION PLANS. / EX.GROUND CON5TRUCTION/GRADING. " 3. PER SOIL REPORT. Q WHICHEVER IS THE MOST STRINGENT. 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE GARAGE WALL BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 9E FOOT. SECTION B - B DAYLIGHT / TO EXIST. ® 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST NE CLEATED,KEYED,AND BENCHED INTO FINE AL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVEDRE BY A REGISTERED TYPICAL SIDEYARD SECTION WITH RETAINING WALL GATE MATERIAL AND STYLE SOILS ENGINEER PRIOROR TO TO PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE 3'THICK COMPETE KEYED AND BENCHED. W/6"x6"-10GA.W.WN. N.T.S. 5M+ PFA LVDGCAPE ttANG 24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: KEYSTONE FL PER A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BAC(FILL OF ALLUVIAL,COLLUVIAL RETAINING WALL PLAN {5 FWI9EO GRADE AND TERRACED AREAS AND ANY SUBSTRUCTURES. g B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION BENCHING AND FILLING OPERATIONS. CURB C SIDE YARD GATE C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. LINE 3 O BROW "V" DITCH (PER LANDSCAPEN.T.S. PLANS) D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. Tr=IN DETAIL 25. EROSION CONTROL• ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12"ON CENTERS OR ANOTHER APPROVED GROUND COVER.SLOPES OVER 15'IN VERTICAL HEIGHT,IN ADDITICN TO GROUND COVER, NTSSHALL BE PLANTED WITH APPROVED TREES,SHRUBS,OR COMBINATIONS THEREOF. SHRUBS SHALL BE PLANTED AT10'ONCENTERS:TREES,20'ON CENTER COMBINATIONS, 15'ON CENTERS. SLOPES OVER 3'IN RWVERTICAL EIGHT STALL HAVE PERMANENT IRRIGATION SYSTEAB WITH BAC(FLOW PREVEMIOM DEVICES PER NOTE:WHERE TWO DRIVEWAYS OR TO WIDEN WALKWAY UB.C.CHAPTER 70. EXIST SIDE-BY-SIDE,4'WIDE TYP. 2%CROSSFALL ON WALKWAY TO EXTEND BETWEEN 4'WIDE WALKWAY BEHIND DRIVE 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING DRIVEWAYS. APPROACH, PROPERTIES DURING THE GRADING PROJECT. HANDICAP TRAVELWAY/ 27. APPROVED EROSION PREVENTATIVE DEVICES SHALL 13E PROVIDED AND MAINTAINED DURING THE RAINY SEASON DRIVEWAY DETAIL AND SHALL BE IN RACE AT THE END OF EACH DAYS WORK. 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. MODIFIED RIVERSIDE COUNTY STO.NO.207 SWALE NOT TO SCALE FL 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY(IF THE PEMITTEE. SET30. AN APPROVED S OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. PROP 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION(IF GRADING OPERATION. GROUND 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS UGH OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF RO GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 10'PARKWAY R/W 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE v 5'-4.5' q' CONCRETE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM FSRW ELEV=FL TYPICAL SIDEYARD FOOTING HIS OPERATIONS,WHETHER OR NOT SUCHFACILITIES ARE SOWN ON THESE PLANS. 1"C.F. 2% GRADE+0.70' 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH SWALE THROUGH GRADE APPROVAL. JA ❑IRVEWAY APPROACH TO WALL SECTION % �DAB OM IMA . COCOPLETION JANUGINNINGTARY 2OD7MARY 2006 .6 BE BUILT PER RIVERSIDE COUNTY STANDARDS SECTION C - C N.T.S. 36. ROCK FRAGMENTS AND BOULDERS OVER 12 INCHES IN DIAMETER SHOULD BE REDUCED IN SIZE,WHERE PRACTICAL, AND INCORPORATED WITHIN THE FILL MATERIALS AND SPREAD THROUGHOUT THE FILL TO ELIMINATE NESTING. ff CERTIFICATION: NOT TO SCALE FIILLSIAATTSLEASTT ION FEET BELOW PROPOSED PAD GRADES OR FEET AT LEAST IBB40-ES BELOW DEEPEST WITHIN UTILITI�WITTHIN ai STREETS.ROCKS GREATER THAN 3 FEET IN DIAMETER THAT CANNOT BE FEDUCED IN SIZE SHOULD BE DISPOSED OFFSITE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE OR PLACED ONSITE IN A METHOD SPECIFIED BY THE SOILS ENGINEER. $ WITH THE APPROPRIATE CODITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS,AND A PERMIT CAN 37. THE ENGINEER MST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL. BE ISSUED. GRAPHIC SCALE 1"=20' 38. A GRADING PERMIT WILL NOT BE ISSUED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. b1 39. SITE MUST OBTAIN NPDES PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. AS B KEN SEUMALO R.C.E.NO. 56915 BUILT 0 20 40 60 Q NOTE: SEAL-ENGINEER A_L B E R T n. CIVIL ENGINEERS BENCHMARK: CITY OF LAKE ELSINORE SHEET NO. /jVy\' ��� WORK CONTAINED WITHIN THESE PLANS Ettz W j�J'BB RB AY ST. IN THE COUNTY OF RIVERSIDE, CALIFORNIA SHALL NOT COMMENCE UNTIL AN �C RIVEVERSIDEDE C CA. 92506 CITY OF LAKE ELSINORE8M B-95-63 D�0ENCROACHMENT PERMIT AND/OR A �J '0p A S S O C I A T E S TRACT NO. 32337-1 GRADING PERMIT HAS BEEN ISSUED. (951) 686-1070 ELEV.- 3383.72,EST. 12/95,NAVD29 AL S F ` BNGQIEERQiG * /��t///�/-I�/J PRECISE GRAOM PLAN H k Taro YAIAgNG THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR 1/31/W (DTR 1 LOT f0,11,12&27 FRONT YARD SETBACK CHANGED ON SHT 4 S 17 7 �Coom �ly��/ /' f DETAN. SHEET OF 12 SHEETS ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. AND REVISED RETAINING WALL LENGTHS AND HEIGHTS EV•R M-0 - IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR YW d6 DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE d7. H11VL PARED BY: R.C.E. NO. C58602 SCALE: FOR: W.O. COUMIX mu NN¢ uxINHNRWND BFNVICEWiuFm I HNN�vT xlNa FOR APPROVALDETERMINING THE COUNTY. SOLUTION AND REVISING THE PLANS ENGINEER REVISIONS J COUNTY ��a G DATE 0i-29-07 EXP. DATE: 12-31LOB H: AS SHOWN V: K.FOVIWJIAII FDTfCASf 04-040i FILE N0. �G)(.(. OIK--41IZ10-7 RYA ?Wb I 107.04' � 66.4 66.3 FG FIG D o 69.99' cl 1 2 N 15.Sq ss.9 3 6o.g6 �...r-- 65.9 ... yo 67.7 67.6 HP 66.5 FG FG 65.5 65.5 F8 66.5 S 68.2 59.g2, 1 Lo FL FL F8 FG 68.4 PLAN 2AR 15.00' aE 671� 7.51 67.E 4 FG 2 ,e 2 HP \ 55,98' i PE=66.2 I FF-67.7 66.9 I c 69 j FF=66.7 li ' PLAN 3AR RE=67.5 1 79' FL / 67.7 5.00' FF_68.0 ' : 67.3 HP v 0 FL 7.10' i9 S.9 p 64.9 0 65.9 FL 5.00, PLAN 4AL 67•3 FL 65. 6.7' 66.6 O FF<68•0 24 3 GF#6 2 F69 GF�7FG I Fl 66.2 FL ' 68.5 \sad 64.8 a 2 1 1.7 DF 5. 3 "✓ FL I� mo g ae �03 66,8 FG 00' < ' F60...6 "`J L S a 5 FD.G0F 678 I O L-54 L 0 \ 54.OB' 1n ` to n In 64.69TC ``39 ^�`� 66.8 1•12.00, 64.11 64.85iC a `� 6LD 3.39 TC �, TC 1.75% A BSSOTC ,/ 1b321' 44"E 9ag6' n 20 T-79 C ss . = q 85.54r 19 r ss 15359 lD V. _ L=71.48' '4. ®•ETC J .../..�� ae Ev o TC 9pTC LL ien m /. �!^, �'T "~ 8.8 % gip" 1.08 641 Z6F3 ��i�i '�Q�. 8 ��9c'TC CL+0145 OW Y J �_ CD Ff j GF�5.3 r p 65.3 pTC cS v ,10 1 ^E` 64.3 0.6'DF I FL 64.7 FG GF=66.5 �` J W O O 7.40' W 15.00' I m I LL cum nLL 7.50' FF=65.8 1 FF=67.0 ph PE=65.3 1 V 1 PLAN 3CL 64.6 65.8 PLAN 4BL FL FL 65.8 65.0 204 FL o� Oli n N 666.6 2624' m C9 67.3 ti FG ti Ra m 68.4 �I CERTIFICATION: FG ,J THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE $ WITH THE APPROPRIATE CONDITIONS OF PERMIT DEVELOPMENT - 8 CONSTRUCTION NOTE AND CITY AND STATE LAWS,AND A PERMIT CAN 671 BE ISSUED. FG $ GRAPHIC SCALE 1"--20' 577, O COUNTYASSTTANDARD NO.MODIFIEDACH PER 207 ON SHEEERZIOE KEN SEUMALO R.C.E.NO. 56915 AS BUILT 0 20 40 60 N NOTE: SEAL-ENGINEER A_L B E R T A. CIVIL ENGINEERS BENCHMARK: CITY OF LAKE ELSINORE SHEET NO. - WORK CONTAINED WITHIN THESE PLANS [sst W�BB 3788 McCRAY ST. IN THE COUNTY OF RIVERSIDE, CALIFORNIA SHALL NOT COMMENCE UNTIL AN �oQ Lea RIVERSIDE CA. 92506 CITY OF LAKE ELSINORE BM B-95-63 TENCROACHMENT PERMIT AND/OR A w p��•, A S S 0 C I A T E S (951) 686-1070 ELEV.= 138Y.72,EST. 12/95,NAVD29 TRACT NO. 32337-1 GRADING PERMIT HAS BEEN ISSUED. N A + eRca+eeReNc cow /A/a/1Js m au TWO WORIONG THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR r // uY �� PRECISE GRADING PLAN BEFORE DAYS BEFORE AS THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 4 (L EXP.18-31-08 ' LOTS 9-7 OF 12 SHEETS YOU DIG YOU ONi IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR A PU&1L SEVILE BY DURING CON TRU AN ACCEPTABLE SOLUTION AND RILL BEGRES OPUNS DATE BY MARK REVISIONS APPR. ATE sr�� clva ARERE' O BY: R.C.E. NO. C58602 SCALE: FOR: W.O. CQUUT4 T011 i1KE UNOERCRCUND SERVICE ALERT eao���� FOR APPROVAL BY THE couNtt. ENGINEER COUNtt °F c DATE 01-29-07 EXP. DATE: 12-31-08 H: AS SHOWN V: K.HOVNANIAN FORECAST 04-0401 FILE No. Qq OK-4l1g07 o �Wq :On�o�.o► mu- SEE o SHEET 5 u p 1 �'g" 17285 r u, 13 O^1'LEL ^ �^ rl, / I ! 7 19 C i ��..�—... o ... ...�_...�-� 25 .I �... �.. /J 2 .01 N LEI n n m CL 16 DW o] ti ,6_ m�J `o ^ N J CL 16' DW 11.9 % o 60 II ' nu o cqm � 5.8 % 0 20 1 ' �c� �Eiv - O' o u u Ul 20,0 LO o I 78.72' Fi ao ^LL 69 C38 ._.._�'' 139.74' ^ .70' 1 6C53 T .. I, `... o O LL EBB + OJ J II lE7 pI J ^, 16+76.cq CL 16' DW o` o v n o •V CL 15' DW N 5.5 % g 1 EsN� o�'�I N I a � wLL I(�p \ p Cl ^ 1 R L� O W (p (�DIIIJi Cl 11 1. 65 58.00' ^ 20. vz ... 144 G4 61.55 � C 17L+28.24 7A. 4 64 N 'i '' —�..�... • �o 16' DW T. g m� 1 t1 % O D 8 CL 16' DW 41, o 4(pa > ,w PI n Q(D II l�0 IJi 11 II ' " conN 1 �� 5.2 % o � �I 1� Il\ OIS ✓✓ .77 in o 14.92' L8 _ a �D 94.72, �� 20.00' cn } o-Hs 8+03.39 4 � b'4 �m z � 1y 2. pp� Q6 230 33'96 E Q \._ 1 204.56' 6 .71 621•C - CC) N CHANGED FRONT YARD SEACKS ON THE FOLLOWING LOTS / o T p LOT 10 WAS 20A' IS 30.0' �_ LOT 11 WAS 20.0' 7S 25.0' 1 to Z A ��� LOT 12 WAS 20 ' IS 30 LOT 27 WAS 20.0.0 IS 30.0.0' Q ��y <g AND REVISED RETAINING WALL LENGTHS AM HEIGHTS �1 18+94.99 m od fi' CL 17.5' DW c� o �� n O 4'ff„1 J II 1 10 124.98' J` , 7.8 % 00 , rn 4 7 198.81' 6T 1 w w CERTIFICATION: MEE r CONSTRUCTION NOTE al THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS,AND A PERMIT CAN SEE SHEET 3 O COUNTYDRIVE ASSTANNDATDOACH PER MODIFIED NO.207 ON SHEETRS71DE BE ISSUED. GRAPHIC SCALE .AS 13UILT KEN SEUMALO R.C.E.NO. 56915 0 20 40 60 Q NOTE: SEAL-ENGINEER A L B E R T A. CIVIL ENGINEERS BENCHMARK: CITY OF LAKE ELSINORE SHEET No. //n-\�" ��� WORK CONTAINED WITHIN THESE PLANS y• IL tT]��� L// III\\\JJ11111\\ SHALL NOT COMMENCE UNTIL AN p CT+4y�T W 3788 MCCRAY ST. IN THE COUNTY OF RIVERSIDE, CALIFORNIA ��99 µLey RIVERSIDE CA. 92506 CITY OF LAKE ELSINDRE BM B-95-fi3 TRACT NO. ;,t2337-1 4� ENCROACHMENT PERMIT AND/OR A OB/OB/0 CRR It CORRECTED FENCE 6 WALL ON LOTS 23-28 �4`�l�' i0P (951) 6B6-1070 ELEV.- 1381.72',EST. 12/95.NAVD29 GRADING PERMIT HAS BEEN ISSUED. CORRECTED SLOPE ON LOTS 70-73 • A s s o - T EE S PRECISE GRADING PLAN THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR 01/S1/0 CCR 1 LOT 10.11,12 6 27 FRONT YARD SETBACK CHANGED S �C �J LOTS 8-12 26-28 I'll 7W0 WORNINC N6 L•JBBOE IIEFORE DAYS BEFORE ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. AND REVISED RETAINING WALL LENGTHS AND HEIGHTS EDP,le-9l-OB OF 12 SHEETS IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR YOU Dlc you olc ava PARED BY: C58602 SCALE: DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE R.C.E. NO. FOR: W.0. eetiriFv- 1roLL ME A ftB SME BY �-B00-227-160D FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS ��� H: AS SHOWN V: FILE N0. uxBEROBoU..sEBvlOE AIeBT FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY DATE 01-29-07 EXP. DATE: 12-3i-08 K.FIOVNANIMI FORECAST 04-0401. �� ILL SEE @ SHEET 5 �... 7 .19 iicyy 1 60 _ TC bf ~ L �... mi n m CL 16' DW x `r 6+06.48 rn 1O m 4 �N-I CL 16' DW 60 ^ 11.9 %^ v 90, o^ i �mv o 5.8 % 0, U 0 oI 20' 1 p ?5 /I p 1 ^ 20.00''. Lo a m ^ ^� 78.72' $IJi m � nLJi I: 69C38 ... ... _""� N .70' O U W K 60� o LV'L n y �,...25.00' m ^ rl o � 16+7.6 68 �2 m CL 16,DW LL o m[L' C11 J CL 16'DW 5.5 % '�� �� �I�' l 1 Tt�LL o Lo ^ u n n RLL m $ \ RI' Di �� o rri o� 58.00' m 144.64 6 55 ram- ]7+28.24 C • CL 16' DW o LL g CR Sk D OD � O m LL m LOL $ CL 16' DW o~ v, - /II CD� � 1- m 52 % �° lLlfi �LL t 8 n I • C, CQ 2 1 D Ti pJ C 94.72' •,/ J _....--_-.. 8.3%0 \ • 12 �` 8 �-- } o �1 8+03.39 LI m Or� CL 16' DW o LOLL Q� ,7 T.4 J 1 0r1 0 0 w O30 •I'...- \... 204.56' —.... 6 .71 62.A9 co LoU- 04ANSED FRONT YARD SETACKS ON THE FOLLOWING LOT$ �`+ n ... LOT 11 WAS 20 0' IS 25.0' m E'i[q g �. LOT 12 WAS 20.0 IS 300' II+ lS2 yQ � t.4 2 .. LOT 27 WAS 20.0' IS 30A' II•l( MA REVISED RETAINING WALL LENGTHS AND HEIGHTS rJi tr 12 J F �J 124.98'I o� �� �' o � rn -� 7 198.81' 6 T 81 q CERTIFlCATION: LL CONSTRUCTION NOTE al THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE $$ WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT 52 AND/OR AND STATE LAWS,AND A PERMIT CAN SEE SHEET 3 O COOUNTY NDARDRIVE APPROACH PER NO.207ONN SHEEIED VERBIOE c GRAPHIC SCALD 1"=20' v KEN SEUMALO R.0 E.NO. 56915 0 20 40 60 D NOTE: SEAL-ENGINEER AFL 8 EAR T A CIVIL ENGINEERS BENCHMARK: CITY OF LAKE ELSINORE SHEET NO. WORK CONTAINED WITHIN THESE PLANS �/�/ N B� SHALL NOT COMMENCE IN UNTIL AN +qy�! j,J 3788 McCRAY ST. IN THE COUNTY OF RIVERSIDE, CALIFORNIA 95-63 ENCROACHMENT PERMIT AND/OR A A S S O C I A T E S RIVERSIDE CA. 70 CITY OF LAKE 2%EST. BM 8-NAV02 A ,.. GRADING PERMIT HAS BEEN ISSUED. ENGINEERING( _ (951) 686-1070 ELEV.- 1381.72',EST. 12/95,NAV029 TRACT NO. 3�337-1 ilt NIL TWO woTtKING THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR 01/!1/0 CCR ! LOT 10,13,12 G 27 FRONT YARD SETBACK CHANGED NIL caMK PRECISE GRADING cQPLAN 1 BOFORE DAYS BEFOG AS THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. AND REVISED RETAINING WALL LENGTHS AND HEIGHTS TTXp U-uo LOTS 8-12 Ck 2V-28 OF 12 SHEETS IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR [u Dlc rou TED pyb PREPARED BY: C58602 SCALE: DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL DE RESPONSIBLE DATE BY MARK APPR. DATE 0 R.C.E. N0. FOR: W.0. CILE N ,1 TOLL ixEE UxOEROROUNG IQ�AIERT -G00-u)I100 FOR APPROVALN�'TME ACCEPTABLE SOLUTION AND REVISING THE PUNS ENGINEER REVISIONS COUNTY 3 DATE 01-29-07 EXP. DATE: 12-31-OB AH: ASLS�HOWNv: K�./FIDVN111UN FtlEG15f pq_0401 FTLE No. MeVICKEH , CANYON PARK ROAD - I JA G= - 96 _55_2°ii °E_706.91' En -__--__: ---_ ----- --- ------- - an 109.99 - TC TC TC TC TC TC m 9 75.00' 61.00' 61.00' -- 65.00' 66.00' 20.34' = L= 19 98.90TW 88.0 79 3 752 FG 97.577E 20 8 � 88.2 FG G3 84.6 84.3 25 FG 9F8 21 $ 9 G6 9FG o FG 2 go 8 FG FG cn o m m p ^J/J� CO '�... -2'•I.I - m �.� 06 Noi 22 p Q � � oi 24 N HP 101.57TR 98 0977 GL Q rn' Pi- co 8 p, 97.57T - - 78. 9,80.7 y PLAN CL FL Y f �-_ 78 6 78.5 .q © FL F f'I; 90.5 7 839 83.3� PLAN 48R FL PE- 46.9 a qy 3A HP FL FL B3(o 1 PE-*15M4N FF 4 PLAN 3AL 1 87.3 gay N4 FL FL PLAN 2AL FL 74.3 FF=181}6101.4 6.00 89.9 fE PLAN 3BL 8}2 gip PE=7 2 78.a 1 FL 5.�' PE�3564q. PLAN 4AL �e 4 5.33' 95.30 W FF=9<rS�•3, A0.1 NP FL 83.5 PLAN 4AL FL FF=393-ia.v 5.00' 5.00 HP PE=94:3 9Lu FL PE=87.9 67.�o FL PE=84-83.9 6.00' 1 8.39' 0.5' DF 0.9' l 93.307E FF�Ba11.6 FF�&4�'SL 00 FF=84 7$4.4 15.00' oe.964 8 FG 46 �}73 FG 96.63TW DFq D� 9fr' DF 14.5 0.4'DF PLC GF IOI FL G 93.30TF 4 FG 1 12.50' 0.5' DF O o.P$ DF I.0' 5.00' 1 13.80' 98 E FG 6.70' •v + 0.4 98-1 FG 98H -8:B'•DF 13.50' Cl 0 DF FL 5.00', 935939 948FG 0.7' 93FL ro rn- GF 9 -� qo.a o,o FG 9 DF o' 86 83.9 Ki DF o.y' p 47 DF FL I FL �:4' DF O.Z ti ! GF=94.3 91.0 87.6 FG GFZ 38 6 FG 78 5 � 94.6 FG FG o ti I ¢�No ae4M.S GF- 87.to GF78A rnv 9 $90.FL 86.7 FL 8FL1 FL 77 8 7�.3 o'Drn� / 31� a�I 3¢l �9$ .'1 �• $c9 8d.3 ae FL/ \ ; L 58' c� o0 o FL a i FL 1 cmn,m O^'rn t0 _ voT,.1 I mo "4 O I /. p� won N_ O ^� N^ M p �I M [� o tO ID Ol Q ZA L�17 ' 7.71 N `-'V 61.OD' �r U r 65.W' N N .m-U 66.W' .�-i U 3 68.OD• N N 71.00' i 97.82T - 93.307E --- - ---- �--�p-- - 98.82 97.02TC G] 93.59TC 92$9TC v 89.87TC 88.94TC o 86.09TC 85.13TC 99.11 98.23 81.99TC 80.94TC r o c m 77.47TC 76.39TC m 72.71TC .907Fi .m~ �� m~ m~ � ml- ^r- NOTE: RETAINING WALLS PER SEPARA PER S52°1136"E 610.82 5.7sx �� T, ' 0 6.67% S52.11'36-E 61o.e2' 3 1� LOT 20 4.6T HIGH MAX . L=9T � 12 13 14 15 LOT 21 3.33 HIGH MAX, L=64N 97.30 sill 4- NIP o� o m Nc, - rn 924TC 88.31TC m 85.29TC 84.39TC 81.19T 76.72TC- 75.65TC r TC rn�- - -------- - -- Ti 59 8/6' ^o v��{ o ^0 63.09' o g 0 7020' N o 65 30' o o 0 66 r37' o W o 69.00' o mz0 ��N �^ ae N o m� Qo� ae cov N -� \ �<o E� _ i `�' ii.. �959 �" / ti � FL 89.8� " ° l FL �" -kl 772 89.6 FL FL 61.7 FL 81'� FL FL -93$ 86.4 FL 84 9 7(0.7 cu qV,g GF - FL GF=91.1 CONSTRUCTION NOTE w 1.z"� DF `► 0.3' 1 sF a.� FL 0.4�= 78_2 0.6' DF GFS 7.z DF 9 6 DF o'5' 0.7' FL W57.Yo 95 8 FG 0.3' OF 90B FG t 3'OF DRIVE APPROACH PER MODIFIED RIVERSIDE 5�v '- -' FG FG CI 6ss`'DFo.2' FG 82.3 FG 9!9' DF 77.8 FG O1 "� 1 IVd 87.0 FG g7.3 $z 5 FG COUNTY STANDARD NO.207 ON SHEET 2 5.00' ' 14.17' p81.9 1520' r 10.59' 5.00' 0.7' DF 12.B0' 5.00' 14.4 1 f 1 i 90.4 FG 1 1 0.8• FF�J5� 9S.y 5.00' FF 6"8T1 I 13.80' izw�89 FG pE-9L• -Q4.4 FF 91.6 FF=97�97 3 PE=87-:5-ST Z 83.� FF=B3 4 �8.7 96.4 PE�36:9-468 PLAN 4M 442 } P&G 1 2 82.b PE=82.9- S�I° FF=�- 5.20' PLAN 2AR 1 PLAN 4CR8 r 82.2 82 2 1 PE=78§ ar;.s PLAN 1AL 1 9 L 86.s FL FL PLAN 3CR FL 78'2 o� FL 1 9Efi41•'H q 1 W4.fe94.9 ) 90.4 1 0 &.b$7-2 77.8 PLAN �R 78 HP Gt FL �� FL 4 SNP FL+F 8�.3 92f 82.o FL FL -}}� +IP- FL 15.00' > m o HP v9 GL 38-2 x - s 17 95.5 95.3 16 912 15 87.8 87.6 14 83.2 83.0 13 p 95.4 FG o D S 18 9FG p8 ➢. FG 5738' FG J��e FG �S7' B GB FG 5797' ft�9 FG 1 58.74' FG FG fr,� m 22 G7 b J 975 �19 FG Q om" 7 9.3 OPEN SPACE 3 FG 4 313 CERTIFICATION' 1959.0 1956.0 195�1.0 0 12 al THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE - 1965.5 F962.6 74.9 1960 5 FL FL FL FG WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT 1986.0 1973.5 FL _ $ AND/OR CITY AND STATE LAWS,AND A PERMIT CAN FL FL FL BE ISSUED. ----- GRAPHIC SCALE 1"=20' AS BUILT KEN SEUMALO R.C.E.N0. 56915 0 20 40 60 n O NOTE: SEAL-ENGINEER A_ e E R r A. CIVIL ENGINEERS BENCHMARK: CITY OF LAKE ELSINORE SHEET N0. WORK CONTAINED WITHIN THESE PLANS I ML T s �f W,j�I,J`BB 3788 MGCRAY ST. IN THE COUNTY OF RIVERSIDE, CALIFORNIA G DA5 e I I\, SHALL NOT COMMENCE UNTIL AN IAv/07 DML REVISE ELEVATgNS ON LOTS IS-15 6 22-16 RIVERSIDE CA. 92506 CITY OF LAKE ELSINORE BM 8-95-63 TRACT NO. 32337-1 111UUU111 JJL\\\1�1�1�T ENCROACHMENT PERMIT AND/OR A S/S/07 (_RR a ED FENCE C WALL ON Lots 23•ZIB S tl1 �'µ�N'Of A S S 0 C I A T E S ELEV.= 13B1.72',EST. 12/95,NAV029 _ GRADING PERMIT HAS BEEN ISSUED. aTt o (951) 686-1070 f CAYYEETED SLOP£ON(I7ES 7079 .�, a 7< BNGDiBBRQN6 TANTS DUL iW0 WOF]ONG THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR O 1 GIR 1 LOT 10,11.12 6 27 FRONT YARD SETBACK CHANGED ON BHT 4 NIL LZB62 PRECISE GRADING PLAN " BEFORE DAYS BEFORE ASSURING THE ACCURACY AND ACCEPTABILTIY OF THE DESIGN HEREON. AND REVISED RETAINING WALL LENGTHS AND HEIGHTS EXP.1e-M-0e � � LOTS 13-25 OF 12 SHEETS YOU DIG YOU DIG IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE +r clva PREPARED BY: R.C.E. N0. C68602 SCALE: *ou iNEE 1-eoo-zz�-zcoD FOR: W.O. FILE '- UNOER ND SAME M W FOR APPROVAL BYTHE COUNTY. SOLUTION AND REVISING THE PLANS ENGINEER REVISIONS COUNTY ��OT e DATE 01-29-07 EXP. DATE: 12-31-06 H: AS SHOWN v: K.FIDVFNNIA1f FOfECAST 04-0401 FILE No. $qL•I• O1C-41IZ/o7 1-1 jY �t 1 �N PLC v7Z-bm6I.ol �534 4321' 70.0 FG 69.9 69.7 69.3 FG 3 A1 FG FG 30 F 6F.4 62,g c 29 FG 5 3�'' OPEN SPACE 311 .. BASIN B \ o ..� 6HP3 8. ` HP6 ice.. 8.0 �� P c� FLU i AFL � � o .22' 68.5 FL � ----- FL 0 67.6. I 69.0 1 FL _ PLAN 4AR FL FL PLAN 3CR 1 PLAN 28R PE=sa.9 ` is 7.50' PE=68.3 PE=69.6 FF=69.4 FF=68.8 FF=70.1 5.00 + 13 5.00' 10.53' 7.00' it 1L6781 0.2'DF �Q FL 0.8' F 68.1 FG yQ 68.1 FG GF=68 3 tT1 \FL6 G 0.9'DF =68.9 .20 $ 67.1 8.7 FG 67.5 \ FL FL \ GF=69.6 g FL \, g S L, - FL \m 66.69TC 66.50TC 126.15' - .74TC N L 1 71 8. TC 66.27TC~��, Cr) ��u ��... ��... v 39 TC ; O----- o 39.40' 66.91TC !� LLo o. LL 25.00' 66.97TC 3.05% 5.10% 7.78 7.1%% 66.98TC G 7C o 15+30.28 66.987C n ET CL 13' DW „ v-6N24'33161 262.31' 8.8TC 66.4TC$ C 65.62TC _ 64.18TC 3. " R 6 .53TC FA nATC - 62.34 C 8.31TC 8.76TC --'� ---'- TCo 2p91' o ` L 4.38' 00 f ae �$ 6351' 6`j ��1'� :•9; $90 A I' v n cQi .�-. ( 66.5 GF�S Q A� / S gy��• I 0 0 I(F -d FL ( 0.3'DF. GF�3 ~ 8.9 FL I 65.5 FG 0 O .9 w 0, DF J 67.3 63. FG r 14.96' FL 3 66.4-- } 635 PG 3.01' 1 0. O 8,DF 7.50' FL I 0.9'OF 1 64.9 NOTE: RETAINING WALLS 67.5 FG FG�PER SEPARATE PERMIT) •• g,�` � s� 8.62' 5.00' I 10.00• - LOT 36 4.00' HIGH MAX, L=70' 32•�0 2�y , , ; , ; 6715 FF-8.3 5.00' i PE-63.' PE 68 3 1 FF�B.1 7.00 AM 2AR � 63.3 PLAN 48R O N, �_ 63.1 �•`s � 67.6 RM 4C- PF=67b 65.3 FL 1 64.9 CONSTRUCTION NOTE �' FL 6�! 6LL PLAN 3Ap �e � \ 63s ODRIVE APPROACH PER MODIFIED RIVERSIDE \ / 67.3 67.17TW e-_., P ... COUNTY STANDARDNO.207 ON SHEET 2 (aI , 68. 1 �,�w I 64.50TF $ 67'17TW _ '-�• � --�... 64. OT�... ...� 5 ... HP 68.5 37 G 35 b n $ 36 34 N _ � a 0 � O ImD {Mp N .79, ' L, Im~ ff CERTIFICATION: 13 30.B7' 29 49. �] 09' (r'\ THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE 12, 33•43• m ,..^... ..�J9 38 w cU V WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT „�ti Jr'3. �p q \ .. ... .` 72 AND/OR CITY AND STATE LAWS,AND A PERMIT CAN 9� `��,�' 16,3�• ` �q�8� °�' r� \\ //� �i BE ISSUED. 'g, F FG SFG - FG �� B7.9 HP GRAPHIC SCALE 07" 1"=20' \ �ry Q �O I f... AL KEN SEUMALO R.C.E.NO. 56915 0 20 40 60 � �� �� FL*3 BL6 87.4 I AS BUILT FI 222GGG \ Q NOTE: SEAL-ENGINEER A_L B E R�� CIVIL ENGINEERS BENCHMARK: CITY OF LAKE ELSINORE SHEET NO. kmT WORK CONTAINED WITHIN THESE PLANS �F W� 3788 MDCRAY ST. IN THE COUNTY OF RIVERSIDE, CALIFORNIA SHALL NOT COMMENCE UNTIL AN RIVERSIDE CA. 92506 CITY OF LAKE ELSINORE BM 8-95-63 ENCROACHMENT PERMIT AND/IS A Mb 4-r p ��7 S 5 0 CAI A T E S TRACT NO. 3 337-1 V _ GRADING PERMIT HAS BEEN ISSUED. „ a� 1QiQB1ERRIHG ucT (951) 686-1070 ELEV.- i3ef.72',EST. i2/95,NAvo29 f/1f/W paq 1 LOT 10,11.12 6 27 FIaON'T YAFn SETBACK CHANGED ON SHT 4 PRECISE GRADING PLAN rNIL TWO WORNINO THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR a Mo.0011! �ccy �� C� DAYS BEFORE ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. AND REVISED RETAINING WALL LENGTHS AND HEIGHTS I]P.i.�.. LOTS 29-37 OF 12 SHEETS YOU DIG yW IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR WRING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE +r ClVLL EPARED BY: R.C.E. NO. C58602 SCALE FDR: W.O. C®HrrTr TOLL FREE A PUBLIC SEVICE BY FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PUNS REVISIONS 'F7f OF G H: AS SHOWN V: FILE NO. uxBeBBBouxB uBvx:e ALLRT FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY DATE 0i-29-07 EXP. DATE: 12-31-OB K.HOVNMIUN FOR_G1ST 04-0401 �1 m k-4tlgo7 H%A 1;49 >: 07 Z-ocn1,01 N FIG 6 15.9 52 N N 0.21' 1FG 18G 19 ' 3 •63' p_� 49�a' FG 45.18' 17.42 37.89'-� 23.16' 60.40 ' 4.76' 6t9• NOTE: RETAINING WALLS (PER SEPARATE PERMIT) 19 LOT 50 &W HGH MAX. L=30' 9 FG 89.4 89.2 g0:1 4A FG 50 FG FG Ag 46'_ g�1 gFG 905 �A'1 9F� Q A5 G 48 1 g1. HP gp. 90.1 =91.0 ' F -91.3 6.50 FF 91. AFL ' FF=91a =915 6=921 I p1 AN I 17.45' 88.4 Bg' / 89.9 =gOb 1p HP 95 O ( FL 9 FL pF=913 1 O •1.78 FL 7.50' ` 0.5' OG 0.1'DFC 6.00, 2 .1 p, 'OF /� � 6.96' Fro AN lea 6FL pLAN ABA o 5.00' 90 F=91.o O IBC- 88.0 PL 2 5.00' PLAN 28R 11 -90 1 PE=89 b •I FF=9 7 ! 09 889 0. 5.00'® :o O 90.9 F�=g1.3 p g OF A 89.40TR PE�8.7 87.40TF I �, �89. 90.1 >91b 0 FF=89.2 l 1 DF 89.6 09 9 - FL �: 8 FL / GF 90. 50' �� FL .� / FL 5.00 p 1, QF 89.7 G L=26.32'� l� I- 90.1 0 5.00' 1 0.8' DF O 0 p.7 pF O 'J a� ?a, �'d' - -„'.. yll / O 87.9 FG i I G 'ae o n 60 1Z 87.5 + 0 : 09.0 .8 + _ ,ice 11ZC 008 .. 1g4A I.. a✓� FL =88.7 FL-- � N jC. S C ;9415-j jC 3 13 r'... m 4 87.4 FL i ~Z \O 20' To o GR- a59.0B / o` r,d L=7026' ' / �12'21 ® 66.11 _ ��C v ggj O fit '\ 26fa6 . o -- _ r8153IC 01 - ZC 20.00 � v 86.7 7C - -- - _�� �'� Co 80 r 7123 o �- 1.E 6' 1 4.18 00.00' =27•8'47• TC �' {�•35 Nr� 8 T v 326'L=143.71' 12 11 UN i ^c-, N� 8l 5qZ 81• �-- �,--�� L=31.72' a12:83' --__ 14 L CONSTRUCTION NOTE - ® �" �g ,y�+ 00• 89 0 8 FL 0g6 O1 DRIVE APPROACH PER MODIFIED RIVERSIDE 31.43' 86.8 COUNTY STANDARD N0.207 ON SHEET 2 C, FL ^ RI °' -"d 10.2 O ® _Bg 6 • 5 00 ,. V 0 0.6'DF 87 87.7 GF=89.0 12 05G �p 87.6 FG FL Bg'1 ` 15 00 � 87. FL 5 DD 7.00' 5.004 0.6' DF i \ FF,�'6 FF 2 \ FF<g1 8 1 88.4 FG I PE,09 \ PE \ PE-� 9`i'. 0- FF=88 7PLpN 9FL i - 8�L FL v\ Bg` 099 BFL 90 4 A / PE=88.2 � FF=89.57. r� b 1 PLAN 1AL i PE=89.0 F I jk p�4 87.5 I PLAN 2CL 88.3 ~ ... FL 8FL3 FL ! AO ' Al `. ....��'. ^ 87.9 88.7 F Bgg ti g0A HP .� •• H 099 Fes\ 96. FG 905 91cQ CERTIFICATION: 79. o v ^ 1` 30 87' 288 39 49.77' 26' 33.43' I THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT m I- AND/OR CITY AND STATE LAWS.AND A PERMIT CAN 2.79 BE ISSUED. �g GRAPHIC SCALE 1"=2D'. SEE SHEET 6 dT KEN SEUAALO A.C.E.NO. 56915 AS BUILT $ 0 20 40 60 NOTE: SEAL-ENGINEER A=L 8 EE�R T A. CIVIL ENGINEERS BENCHMARK: CITY OF LAKE E:LSINORE SHEET NO. DXOA�ATIT=;��� WORK CONTAINED WITHIN THESE PLANS N RB[ssi .. 1;/1J 378E McCRAY ST. IN THE COUNTY OF RIVERSIDE. CALIFORNIA SHALL NOT COMMENCE UNTIL AN � �c ENCROACHMENT PERMIT AND/ORIS A M LEN A ASS 0 C I A T E S RIVERSIDE CA. 92506 CITY OF LAKE ELSINpRE BM 8-95-63 �r , p , f TRACT NO. 32337-1 GRADING PERMIT HAS BEEN ISSUED. e° o (951) 686-1070 ELEV.= 1381.72',EST. 12/95,NAV029 „N, Q 'F ENGINEERING C TANTE -E M � PRECISE GRADING PLAN THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR OVIV07 CRR 1 LOT 10.11.12&27 FRONT YARD SETBACK CHANGED ON SHT 4 ,NB7 LOTS 35-50 OUL TWO WORKING CSB60E OF 12 SHEETS BEIFORE DAYS BEFORE ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. AND REVISED RETAINING WALL LENGTHS AND HEIGHTS DIP.12-31-0B [U� YOU DIG IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR WRING CONSTRUCTION,THE PRIVATE ENGINEER SMALL BE RESPONSIBLE DATE BY MARK APPR. DATE mr 11vD PARED BY: R.C.E. NO. C58602 SCALE: FOR: W.O. COUNTY TOLL FREE A PUBLIC SEVICE BY '-BDD-rn-3B00 FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS �Tf O H: AS SHOWN v: FILE No. UNDERGROUND SERVICE ALERT FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY DATE 0l-29-07 EXP. DATE: 12-31-08 K.FDVNANIIANI FOfECAS'f 04-0401 a_f� , I I 41.35' 20.1 ✓p 2. I20. FG7 FG 0• 20.4 20.6 I FG 2 NOTE: RETAINING WALLS (PER SEPARATE PERMIT) 2 .6 56. 23.7 55 I FG FG 54 LOT 57 2.67' HIGH MAX. L=35'FG 24.1 FG I w LOT 62 4.67 HIGH MAX. L=72' 29.3 7 � FG 56 LOT 62 &33' HIGH MAX. L=145' FG 29.5 FG M r _- 19.3 FG _ �1 .5FL 19.9 ..• H LOT 63 6.00' HIGH MAX. L=6T F61 57 23.2 I 56. HP FL LOT 64 6.00' HIGH MAX. L=63' �' 0 � � .� FL PLAN 3AL FL 58 2 .8 I 2 .9 I PLAN 4BL FL 9 5 PE-119.6_ `O L L PE=120.2 '120.1 / 8.4 28.7 1 PLAN 3CL, FF=120.7 FL PE=123.5 I i p p Q 4AL FF=124.0 5.50 00 ' E 12 0, 0.5' OF 5DDF 28.3 19.7 FG 18.6 I 18.9 FG PLAN 2CL FL2 N g^ -1295 FL 19.0 FL � p 6- F=129 5 I 0 6' OF GF=1 0 2 GF=119 it 16.00' 22 9 FG DF PE=135.1 23.2 FG j o y 8.3 FF=135.6 5.00' 5.00' GF=123.5 2.5FL FL 16.50 5' OF 1p 5.00, 28.5 G 0.5' OF 22.3 28.5 FG FL ac o./ �U+ - -.x�18.9 �h �j . 100 34.4 FG GF=] ��oI e�� _ _ � ��� /..-� � 9 CONSTRUCTION NOTE p FLgIQj + ,/'"/- _ I� tiP •/ O DRIVE APPROACH PER MODIFIED RIVERSIDE pp�� COUNTY STANDARD NO.207 ON SHEET 2 33.7 NN FL Iq 1 8 �' � �-.- 2, � 1 6 ITC 1Ca 125L'07 v 1 _ 116 69TC M ,i C y o v s 12A ggTC £T 16�T T -- 104 132.00TC L1 09 00, D 10' s iP4 ESl w `�, ,•- 20 b 40. 3p �S60p� t 20. o ��' �14, -- 30.12TC 1 8.8 TC I y L c 24. 6 63TW --- - 1.63TW 25.8 �30 25.97�TW °i Fb p m eb�� \ N T/1 FL c ✓� 21.30TF " (s$ �' all nrn A ti 31.30TW } 0. DF o .. T� at Qi 8� 25.30TF '` I 0 6' 22,5 w� L I 22.4 FG 1a 36.30 J 30.30T 26.4 F 26.0 5.09' = FL 8.09' 36FL� 0.5' OF n I 0.5' 31.4 FG 5.00' p 25.97TW I ✓ 31.4 0.4' OF 21.30T FF=123.5 ro �m O D 7.50' 26.6 FG PE=123.0 9g 5.00' 23.30TW 19 4221, 5, 5.00' 21.30TF 4BR Liu ty 0.8 DF 8.18 2.30TW 36.6FG .30TF FF=127.5 22.4 _ 0 22.4 22.7 y r o� 8102 W ci r Q o CJ1 FF 01.9 I pE=]27 26.4 FL rnm. 0+ 0 �cr J Ts PE=13i 9 26.4 PLAN 9A FL L HP... q 1'' ov btr c u PLAN64_1 ' 26.7 "u3� FF=137.9 F 3116 Sti PE=137.4 r TW PLAN 1CR _36. 2 OTF242 ® ��T 4.20 TR F nfv rn 0 2220 TF FG 37.1 64 7.9 FG 32 B 32.9 32.9 FG FG FG 73 3B' ^ rn FG FG 37.OTW 65 FG g 36.47TF 0. --100 26 Tc _ �i CERTIFICATION: -- ------- ------ - ----`-- -- 119.65 117.94 11550 23.85 --- ---- 109.20 -- ARK ROAD THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE --_-- 126.10 1 T TC TC c�I� �1 b R \ A�N ®� PARK 4 WITH THE APPROPRIATE CONDITIONS OF DEV0.0PME14T c d AND/OR CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. 96 c GRAPHIC SCALE 1"=20' KEN SEUMALO R.0 E.N0. 56915 111111111111111111 AS BUILT 0 20 40 60 Q NOTE: SEAL-ENGINEER A L B E R T A. CIVIL ENGINEERS BENCHMARK: CITY OF LAKE ELSINORE SHEET NO. \\ WORK CONTAINED WITHIN THESE PLANS Essr 3788 MCCRAY ST. IN THE COUNTY OF RIVERSIDE. CALIFORNIA J V SHALL NOT COMMENCE UNTIL AN ♦ ♦ EBB RIVERSIDE CA. 92506 CITY OF LAKE ELSINOFE BM 9-95-69 TRACT NO. 3 2337-1 C��� ��� ENCROACHMENT PERMIT AND/OR A 1K �� A S S 0 C I A T E S 1) 686 1070 ELEV.- 1381.72',EST. 12/95,NAVO29 LLLSSSS M yq V GRADING PERMIT HAS BEEN ISSUED. a 'R eN6Di68RDY6 �.T.N,� � PRECISE GRADING PLAN y0 d1L Tw0 WDRIDNG THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR 1/i1/07 CRR 1 LOT 10,11,12&27 FRONT YARD BE CHANGED ON BHT 4 H7 0Na /// � LOTS 51-57 ! 62-64 _ C� DAYS BEFORE AS THE ACCURACY AND ACCEPTABILITY LRY OF THE DESIGN HEREON. AND REVISED RETAINING WALL LENGTHS AND HEIGHTS Ew.NFffi-0B OF 12 SHEETS YODU DIG YOU DIG IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR YoJ DIKE A WBIIC SEVICE BY '- -�'-Z� FOR DETERMINING CONSTRUCTION AN ACTHE PRIVATE ENGINEER CEPTABLE SOLUTION AND REVISING BEGRTS%SINS DATE BY MARK REVISIONS APPR. DATE 'PREPARED BY: R.C.E. N0. C58602 SCALE FOR: W.O. FILE N uxDExcxouxo umx:E AEExr FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY DATE 01-29-07 EXP. DATE: 12-31-OB H: AS SHOWN V: K.HDVNWUN FOE£GIST 04-0401 FILE N0. �C(L� NOTE. RETAINING WALLS PE A LOT 57 2.67' HIGH MAX, L--35' LOT 58 4,00' HGH MAX, L=92' LOT 59 2.6T HIGH MAX, L=81' K 3Ao LOT 60 3.33' HIGH MAX. L=50' LOT 64 8.00' HIGH MAX. L=63' �g Gy 29.3 55. LOT 65 5.33' HIGH MAX. L=98' 0 9 FG LOT 66 4.00' HGH MAX. L=95' � 78.73' 51.43' 2235' F5'1 42' 35.1 57 �° F05 i' J 5G6 �n 61 51.92• 6� 41.1 79 3. "� G FG p F� U 6O ti0 FG, ql q 35.3 TW 5U m J 9T 5`4 7 HP..� 47.7 �� c G �rn 33.97TF n Sg Tc G T F� �_...�� rn� M 41.30TW 59 ^m O �T v m 39.97TF 34.81-1a Q � •gST / 54.4 47. .. ...�-�... 'N !✓/ �,L 28.7 PLAN PLAN JCL 7.1 g 40. PE=1480 FL gD N . I 34.7 3 I r T»v3 N 4. L 155 FF=148.. 4 - 42 FF.155.5 5 P=129 5,00' I F =135.1 FF-129.50 46.0 3U. -135.6 )7 T 49.43TW I FF-141 S 7 5 6 .16' 5.00.. GF-155.0 54 5 46.10TF 0.8'pF + 5 0.6'DF 5.00 5.00 .50' ' 0 , �...\✓ C � v\ L 17.00' 5.00' 47.2 FG 40. FG 0.5' 34 q =5 G B 5 TG sy p OF O D r'f. o I 53.9 47 'DF 0 4 .8 FG 34.6 fL 34.0 46.6 8FL 40Z F O rn Fi FL9 II r G3• �til��a".� I) ^� .� 3� v� 46.9 L FL rnM 1a� FL7 �'`ti I ��` �c�{= '�:► 0 m oZ4g 1 � ,99 / 6ca^�0 laJg r •?Tj• a� ry _ - 9.30TF -"_ - ------- �,Rzc �S, Q� `. q 4 r'89 � . 1 -- SSSF a 07 La1 � 139.54T 1 .05TC 4.6 T 53TC �00TC � kl�62lc \ G \I c 6.69j 73,17' 96 v 1 33.30TF (,za) 47 �s e 9S S52'11'36"E 2 .29' V6 =043.89' n L=85 toO ® 00 5' �• �.S �59 6 G /: tS1 a �` o --- 1�S8TC- 5g --- - -- - -- 4-- -- -- 130_1 1 _8 TC__ `. 1 -_ co 31.63TW - -- - '•,�\ •/ :' � l haw' '^ _ � - --3D: - �O L 8.74' Fi m UE• `�.. 4C ti .mr + ti� dE N 30.8 �l \'•po `qN c' p.5' �' p6 O _ I FL I .0 30.30TF 1' �1 0.6, a GF=14 362 FL FL LI OF 4 0 5' OF S00FG 464 42J F FG G 31.4 FG 1.4 FG `hz6•FL O 36.8 11 ho A? F}a 47 5. 5.16' O 1 5.00' F(Sl27 0.5 C rri6 • 42 3 G 0. 5.00' 48�FG 4Iw 10.00' 36.6FG 8.18 32.30TW [_Tl 30.30T ^y C�p� S29 25 ' 1 iKs 42,94' F 143.7 5 5 1329 FL48'8 4?o Ii3Y 43.2. 3L9 f) � �7� 1 137.9 1 q m 42.8 4P g i =137.4 I on FL3 31.6 HP 7T•g2. 9 ... ... /8,5 FL F F6.9 1� 36.6 �LHP F 67,E ..�,_.. 42.9HP c z _43.60TW 37. 8 4 , .h. L=76.28' y 7 64 66 34.81 Q�° 36.407TF TW 65 F 8 3FG9 CONSTRUCTION NOTE 0) DRIVE APPROACH PER MODIFIED RIVERSIDE C � -�--- '� -'-----_. COUNTY STANDARD N0.207 ON SHEET 2 E6 S --- - _ V I cK CA /--j 13 C65 YC �-.-_.--- 128 10 YO ------ - CERTIFICATION: P,11 L K al THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ®�V//T/, S552'11'36E 7PG.91' $ WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS.AND A PERMIT CAN o BE ISSUED. 93 Q$ GRAPHIC SCALE 1" 20' / KEN SEUMALO R.C.E.NO. 56915 AS BUILT 0 20 40 60 RT NOTE: SEAL-ENGINEER A_�B E R r n. CIVIL ENGINEERS BENCHMARK: CITY OF LAKE ELSINORE SHEET NO. WORK CONTAINED WITHIN THESE PLANS t W��T'/BB VERB MCCRA. ST. IN THE COUNTY OF RIVERSIDE, CALIFORNIA SHALL NOT COMMENCE UNTIL AN `y� ENCROACHMENT PERMIT AND/OR A �p �' A S S O C I A T E S RIVERSIDE C- 70 CITY OF LAKE 2'.EST. / a-NAVD3 I l AS- � s"� "�� (951) 686-1070 ELEV.- 1381.72',EST. 12/95,NAVD29 TRACT NO. 32337-1 GRADING PERMIT HAS BEEN ISSUED. + MGRIEDMG c vcTANT8 (+Q DUS TWO WORKING THE PRIVATE ENGINEER SIGNING THESE PUNS IS RESPONSIBLE FOR O1/SS/07 CRR 1 LOT 10.11.12 G 27 FRONT YARD SETBACK CHANGED ON SHT 4 0 � R_,�//A PRECISE GRADING PLAN Nm BEIF� DAYS BEFORE ASSURING THE ACCURACY AND ACCEPTPBILDY OF THE DESIGN HEREON. AND REVISED RETAINING WALL LENGTHS AND HEIGHTS �•W-+ ` LOTS 58-61 �& 65-70 OF 12 SHEETS YODU DIG YOU DIG IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR A N1BlIC SENCE BY DURING DETERMINING ACTHE PRIVATE ENGINEER CEPTABLE SOLUTION AND BE THE PLANS DATE BY MARK REVISIONS APPR. DATE U'p'� PARED BY: R.C.E. N0. C58602 SCALE: FOR: W.D. ceciarY TaLL rncc +- -���-�� H: AS SHOWN V: FILE NO. GCj q 71 UNxn-D SE-E AEEBr FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY 0 DATE 01-29-07 EXP. DATE: 12-31-08 K.HDVNANIM FOFECAST 04-0401 0_I oK-41lz1n7 N&A S �' 077-Gbo►.o) NOTE: RETAINING WALLS (PER SEPARATE PERMIT LOT 81 4.67' HIGH MAX. L--58' NOTE: KEYSTONE WALLS (PER ALBUS-KEEFE) LOT 79 800' HIGH MAX, L--6T CONSTRUCTION NOTE LOT 79 6.00' HIGH MAX, L=106' ® DRIVE APPROACH PER MODIFIED RIVERSIDE s COUNTY STANDARD NO.207 ON SHEET 2 \ ps• p0 OKEYSTONE WALLS PER SEPARATE PERMIT O "V'DITCH PER DETAIL SHEET 2ol pp• `�'• 1. / a p�T�, �.. r/_... 2g ` �9'$�y \ 4 i 81 79 2r1. Sg6 TS> , ✓� % 8.0%r� 4 �� Q Ra y \ o FG 5 3' T9.T FG \ c�j T ✓Sm s� s j l 18+21.73 o ter 15.1 3\ \� \ SIB .9�T > p CL 13'DW � FG 80 n 28.40FG 3 34. �T / m o s T o RCN c ssFG 21. m b _'\ FG 31.68FG� 2 39.07FG Ko CD -�� 110�0 _" �20•�9x�j O -ciao' � m A Y Y 35.567KW �r 39.56TKW m 63.07, O ^_ Q�i&�y a 26.908KW ,r__ 26.9OBKW +� 1 ^• � J •�,`\ � _/,.. tea+ HP5 -� .�20 5 21.0 N N 2G.908KW 28~3 36.0 HP cov �' I co FG 36.OFG �, -^a'o (� PLAN 48R 14.1 5.30' PLAN 3AR 0. 27.6 3323 ' "y FE=114.8 FL 2L j FL 32.338KW PE=121.3 jl i m 44.0 ''\ ® .o is �=145.3 35.6 \ FG 44.0 0 o N 9 9 \ 114.90TW 0.5'OF FF=121.8 J PLAN i 77 FG •n o u ° �$$ 6 T 112.9pTF 0.8 FG PE=128.1 N 35.3 9vys\ n �s 5.00' FF=129.1 FG `^ FL PLAN 4BR 352 �? �• 43.3 - i6' ` 1 43.7 0. DF ❑ 0.8'DF 0.4.� 5.16 PE=135.9 FL '^m, FL � � 66 Hp 1.15 FG 76 � 27.8 FG 282 FG FF=136,4 A 0. DF 14 FG 3.5 20.4 52. 66� 66G 74 \ 14 FG =1 FL o 4 OF 5.50' PLAN 38R 43.3 FG F 1 20.9 FG 1 .20' ❑ FFE 144.5 FL 59.07' 63.1 \ 1 32.23TKW 1 FL GF=21.3 27.1 26.238KW 7.00' m 52. 63.1 63 FG < NI QmT�-� 20.3 FL 1 �'�- �=128.6 35 � 3.00' PP FG �F6 '1FJ ..�--- 5.9 \ 9 y o 0 27.6FL -1 .9 6HP 66. v I 114 I��i� o � oo � a Imco 4. ae ❑ ❑ _��_ � \` 112 TF 2• 11 N J N \ IN�O ^� F 1No 3FL7 ` �FL4 51A "�-... 6 65.6 42.9 0.2'DF 1 65 5 F 43 -- 1 0� f 8 FG 23.20' PLAN AR 51.5 543' 62.3 pE=166.2 823 KW J ` N GF=144.0 FL ' FF=1667 PE=152.1 61.7 p v cJ, 42.8 FF=152.6 FL - 125.64T 127.20TC �` \ g FLzu pL pPl 162.7 ' OF 51.0 PE 50'44'W --- 132.09T,\. �^ 3 FL rn FF=163.2 42 0. OF 65 6 FG 11Q - 0 628 39' ,i - 133.6 \ 4' i /� 1T 443 DF 51.7 FG�1 lI�� 1j �. _`` Q2 �o 51 FG GF=452.1 ` 5'00 p a it �A_1 ^ \\ c T f O 26.80' 61.7 51.0 65. ❑ 62.3 GF=FG 1662 65.0 , - -_._____--- r<'1 s 61.2 - FL uJ �I CERTIFICATION: ' \ •59' - al THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ZA WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS,AND A PERMIT CAN 16499TC • BE ISSUED. 150.32T GRAPHIC SCALE 1"=20' -- m -"- ------ 161.2GT0 KEN SEUMALO R.C.E.N0. 56915 1597� Lo AS BUILT 0 20 40 60 j� NOTE: SEAL-ENGINEER A L B E R T A• CIVIL ENGINEERS BENCHMARK: CITY OF LAKE ELSINORE SHEET NO. 10 D��/�/j1�\o ED � WORK CONTAINED WITHIN THESE PLANS I HL ESatz `�]�D� 3788 McCRAY ST. IN THE COUNTY OF RIVERSIDE. CALIFORNIA SHALL NOT COMMENCE UNTIL AN EM ,/V D ENCROACHMENT PERMIT AND/OR A a8/oe/0 CRR CORRECTED FENCE 6 WALL ON LOTS 23-2B p Q A s s o c E s RIVERSIDE CA. 70 CITY OF LAKE 2',EST. BM 8-NAVD2 A TRACT NO. 32337-1 � � (951) 686-1070 ELEV.- 1383.72',EST. 12/95,NAVD29 GRADING PERMIT HAS BEEN ISSUED. ' �, PRECISE GRADING PLAN y CORRECTED SLOPE C•1 LOTS 70-73 GIRL As TWO WORKING THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR OS/ii/O7 CRR 1 LOT 10,11.12 6 27 FRONT YARD SETBACK CHANGED ON BHT 4 • W6 GDBBOE � 9 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON- EXP.12-M J LOTS 71-80 - OF 12 SHEETS BEFORE DAYS BEFORE AND REVISED RETAINING WALL LENGTHS AND HEIGHTS AREPFitY D BY: C58602 SCALE: YW DIG YGG GIG IN THE EVENT OF DISCREPANCIES ARISING AFTER HALL B APPROVAL LE DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE fps CIVIL R.C.E. N0. FOR: W.O. GBtlN1"Y TDLL fAEE A Pu-Smt" i-BOD-�7-2B0D FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PUNS REVISIONS �!•�-G H: AS SHOWN V: FILE NO. UNDE-UND sEMM MEFT FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY DATE OS-29-07 EXP. DATE: 12-31-08 K.HOVNANIAN FOfECAST 04-04011 If $� /�D K-I0/10107 w T::�rlq 'DO/.5 „J NOTE: RETAINING WALLS (PER SEPARATE PERMIT) LOT 81 4.67' HIGH MAX. L=58' NOTE: KEYSTONE WALLS PER ALBUS-KEEFE > LOT 79 &W H GH MAX. L=6T J CONSTRUCTION NOTE LOT 79 6.00' HIGH MAX. L-106' s' � ODRIVE APPROACH PER MODIFIED RIVERSIDE So COUNTY STANDARD NO.207 ON SHEET 2 2 KEYSTONE WALLS PER SEPARATE PERMIT 1 \ 7 T O O •V"DITCH PER DETAIL SHEET 2 6�bp1 Or1 `. ,cG•T�}, 15 TAll 17 81 79 1 � c 34.66FG 7 • Ts> + ,e9T cim�Tl' %6F15.5 G � 18+217 r� u ��^ ✓> s o�f N �c�5 9 CL 13 FG 98021.5 28.4FG , o 8 © FG 31.68FG 39.07FG 2 0 l ,., \;%� C! 07' Y 35.56iKW 39.567KW l`1 ~ -�� o> > 32.32TKW 1 p5 FL 21.0 " y 26.90BKW o 28.3 36.0 �O r pt FG 7 u� 119 .� rn ✓ S 1�I 3p91' ~ 36.OFG PLAN 4BR 14.1 N 5.30' 27.6 33 23TKW s� \ 34 ®s ` c& 6 N N PE=114.8 FL �-'� 3AR 20 8 FL 32.33BKW �y FF=115.3FL =121.3 I 1 m44.0 �... 35.6 \ FG 44.0 0� 114.90TW 0.5'pF FF=121.8 I PLgN � -' M' \ 77 cr w 112.90TF 0.8 FG j PE=128.6 r) 35.3 52. 99ys� o �9 r 5.00' FF=129.1 �.5 FL PLAN 5 F 43.3 43.7 - FG o �9 61�5' FG 1 ! c 16' 8 5.16' PE=135,9 FL .mom. ( FL Hp 76 0• DF ❑ 27.8 FG 0.4'DF FF=136.4 U -�\� / (i 1 if 0 4 DF 14 FG20.1 I 28.2 FG 5 G ►�i� 14 FG gp=1 8 3.5 �f 0.4'DF 1 5.50' PLAN 3BR 43.3 '�_ 66.4 6FG �� - FG 1 20 O I PE=144.0 FL 59.07' 63.1 FG 1 32.237KW 1 J GF=2 3 27.1 2623BKW 7.00, FF=144.5 20.3 FL FL GF=f28.6 0 DF 0.6'DF FG 3.00, FG FG 75 N ❑ _• �rn .' \ . 35 35.3 FG de a �=135.9 o 0 27.6FL � 1 ° 65.00' v 114.23TW cu w o S x 1 m c� x O 51.4 - - 112.907E "• �`"^^ 0 3 0 34.7 �FLF 51.8 \ F�9 I 65.6 '�.. 3FL 6� 65.5 FL :.� 412 ._ 0.2'DF i FL K-� 1 --- - - 7 823 KW .76' � J FL 43_8 FG ' 23.20' PLAN 4AR 51.5 62.3 PE_166� - in GF-144.0 FL FL FF-166 S9 PE=152.1 613 o - m 127.7C 42.8 FF=152.6 FL �pN 2CR 20 SFL I `� _ F N6 ' ' 5F.0L0' PE=1627 4 2 51.0 � FF=1632 ,I 0.6.6 FG 0• 'DF 0.4'DF 51.7FG b n ---_._` '--------- --ll��� 43 � �'•� mc`�"v � I 51 FG GF=152.1 � 5.00' v _s/ � 51.0 26.80' 61.7 08 65 4 -A N } OF FL 0.7 8 .3 FG OF= 0�__�--I --___- --`_---___ '~� �Y Im ❑ 6216 62 65' 64.8 FL / y9 1`7g•2�S`'TC � �'� / _L I CERTIFICAl10N: 24 al THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ~ _ WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT $ AND/OR CITY AND STATE LAWS.AND A PERMIT CAN `� 14B,39T ��'- O 164.19TC / BE ISSUED. 15032T - TC Q GRAPHIC SCALE _lkwoomd __ 16126TC o -$ KEN SEU4AL0 REE.NO. 56915 0 20 40 60 ~ 1--- �� AS BUILT NOTE: SEAL-ENGINEER A_L B EE R T A. CIVIL ENGINEERS BENCHMARK: CITY OF LAKE ELSINORE SHEET NO. WORK CONTAINED WITHIN THESE PLANS Esu MBB 3788 DE CA. ST. IN THE COUNTY OF RIVERSIDE, CALIFORNIA SHALL NOT COMMENCE UNTIL AN � ENCROACHMENT PERMIT AND/OR A p"L`Ex' RIVERSIDE CA. 70 CITY OF LAKE 2'.EST. / 8-NAV02 10 • nN ,� � A S$0 C I A T E $ (951) 686-1070 ELEV.= 1381.72',EST. 12/95,NAVD29 TRACT NO. 3°,�337-1 GRADING PERMIT HAS BEEN ISSUED. rt aNca+e®e¢vc co rANrs DIAL TWO waDONG As THE PRIVATE ENGINEER SIGNING THESE PUNS IS RESPONSIBLE FOR Of/SS/07 CRR LOT 101 12 G 27 FRONT YARD SETBACK CHANGED ON BHT 4 Fa Ti aecx PRECISE GRADING PLAN BEFORE DAYS BEFORE ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. AND REVISED RETAINING WALL LENGTHS AND HEIGHTS �•� � � LOTS 71-80 OF 12 SHEETS YOU DIG YOU DIG IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE +r CIVR� PARED BY: R.C.E. NO. C58602 SCALE: rou m¢ A Nusuc srnce er -8��'-2600 FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS pN.G H: AS SHOWN V: FOR: W.O. FILE N- oq uxDERC NO SMICE Au:RF FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY DATE 0l-2g'07 EXP. DATE: 12-31-08 K.fi0VN4NIAN FOfECJST 04-0401 O I� TR. 319 FG NOTE: RETAINING WALLS (PER SEPARATE PERMIT) 1 � -- �Q ESE 59.10FG �A7 �... LOT 86 4.6T HIGH MAX. L=52' ?60@KW 66.34FG LOT 87 3.33' HGH MAX. L=89' LOT 90 6.00' HIGH MAX. L=93' �� � � Cal .2F 40.08' 66 LOT 91 4.00' HGH MAX. L=60' 5�6�W 3 LOT 92 &33' HIGH MAX. L=55' 11.8 � 2o•op • 35+77 24 c§i d� 40.55' NOTE: KEYSTONE WALLS (PER ALBUS—KEEFE) EN SPAC 3 u� CL 16'DWCD o 5I.608KW 2 LOT 89 8.87' HIGH MAX. L=103' BASI E 10 �I N A 0.00'•. 59. 8.7FL � 1 TKW I 60 !7.77FG v ti 2oe.4q• r � g 41� 123.41, ^,� '� �•L U: :�' � Sul �4' , 0 78.67 ^a, C(*9 CL 78,63 r �0 72.67TF "\Y n 78 W \ i .00TW � o^ lz b^g Nm 20.Op' "y ui u3 4 m�^ S70.20TF F m 93.26' 71. 0 L15i of c� ui T\Zi ! 29' 120 +87.13 ^ ^i 38+03. � n� 78.10TF 15'DW ° cn p ��, CONSTRUCTION NOTE �`` 118'7�" d! I ��I • 9 � 23.00•'• C ODRIVE APPROACH PER MODIFIED RIVERSIDE ,/ 88 10TW o �� \ COUNTY STANDARD ND.207 ON SHEET z COUNTY ,� 10TF o 1 78 ^ 81.17 KEYSTONE WALL PER ALBUS-KEEFE 765p �II" n 81.17T ^( O "V'DITCH PER DETAIL SHEET 2 89.99' \ m ?Q I 82, L o p CL m CERTIFICATION: 46 nl THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE o 2 l I 1 SZq- & WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT $ AND/OR CITY AND STATE LAWS AND A PERMIT CAN BE ISSUED. SEE SHEET A GRAPHIC SCALE 1"=20' As BUILT $ KEN SEUMALO R.C.E.NO. 56915 0 20 40 60 n Q NOTE: SEAL-ENGINEER A_L B E H T A. CIVIL ENGINEERS BENCHMARK: CITY OF LAKE ELSINORE SHEET NO. X WORK CONTAINED WITHIN THESE PLANS �t WL'BB 3788 MCCRAY ST. IN THE COUNTY OF RIVERSIDE, CALIFORNIA C � e9AE II\1T SHALL NOT COMMENCE UNTIL AN 9tRIVERSIDE CA. 92506 CITY OF LAKE ELSINORE BM B-95-63\\\\\\\���////// JJllll III\\\JJJ111111»\ ENCROACHMENT PERMIT AND/OR A Iq �tT�� •e A S S 0 C I A T E S (951) 686-1070 B.EV.- M1.72',EST. 12/95,NAVD29TRACT NO. 3x337-1 GRADING PERMIT HAS BEEN ISSUED. y a sWawaanwc TAMI'9 y0 �OU�L HIM 1W0 WORKING THE PRIVATE ENGINEER SIGNING THESE PUNS IS RESPONSIBLE FOR 01/fUW CRR 1 LOT 10.11,12&27 FRONT YARD SETBACK CHANGED ON SHT 4 g c�eaee PRECISE GRADING PLAN BEIFORE DAYS BEFORE ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. AND REVISED RETAINING WALL LENGTHS AND HEIGHTS �• � �G'�� LOTS 86-89 & 90-92 OF 12 SHEETS YOU DIG YOU DIG IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR A PUBLIC SEVICE BY FOR DETERMINNGCANOEPTABLVEA SOLUTOIONo REVISING THE PLANS DATE BY MARK REVISIONS APPR. DATE +r�� ©Va EPARED BY: R.C.E. N0. C58602 SCALE: FOR: W.O. o�eUWrYT ,au.rnEE UNDERCRWND SERVICE MERE eao���zeoo FOR APPROVAL 13Y THE COUNTY. ENGINEER COUNTY °�° DATE 01-29-07 EXP. DATE: 12-31-08 ,UH: AS SHOWN V: K.FiOvwWLW FOf>FGST 04-0401 FILE N0. GC( SEE SHEET 10 Q ' 1 0 oCD IfJ L<l m00 3 LL ,OLJi If] ON �J J Imp NO 7 rc 141.52' 1 .57TW 60' 112.90TF j 0' 20' 2 1 ' � tv u 117.57TW i� � LLo LL m R 112.90TF 3 LL y Q 41+51.45 ® 7 & c,LL rnrn o., it I1 - �nIID . JLL ,ti_ •m��. Q LL --y I I I g a n li o �� g 20.00' I I ryr�1 N J JU' W Q LL J �LL i3.0 143.56' 110.97TW 106.63TW C ill J� 106.30TF m TF 1 (• Q I 69.11' 110.97T J 3 -LLO LL 106.30T LL " ro L6 r p� 40+85.78 mcn ooii CL 16- 12.1% i i III MD I mLL I CL I �j incm I 13 co cci 046 Ili - ° 45.60' 104.37TW n -- 104.37TW o N o 99.707E m 99.707E o NOTE: RETAINING WALLS (PER SEPARATE PERMIT) LOT 81 4.67' HIGH MAX. L=58' 4 II co I-IUi SST UQ CL 16' DW 0 0 40+12;01 LL J LOT 82 4.6T HIGH MAX. L=56' N ® 7s• I �" II a I i ' cL ^J m m LOT 83 4.67' HIGH MAX. LSO' p % I %®, Q m 10.63KW I o1 LOT 84 4.00' HIGH MAX, L--50' Z o p o LL Q I � �� 99.30eKw Nd N a III II - II II � LOT 92 3.33' HIGH MAX, L=56' N m I 20.00 I a p 2 TZ CDj mJ oo• I 20.00' oS ^•� Y .r cm13 j3 \\ oLL n mJ I o o m orn NOTE: KEYSTONE WALLS (PER ALBUS-KEEFE) /LL - 82 ' ` ��' alq s LOT 93 4.00' HIGH MAX. L=92' 147.93' 96.70TW o c 9 m I -- -" --� �k 14s ez 70TW 92.70TF v N ( Ri i 93.89FG o 97.33FG 96.97FG LOT 93 6.00' HIGH MAX. L=50' s2. orF 22.00' ( m i I 9 i of a 3 ! rn 96.97FG LOT 94 11.33' HIGH MAX. L=87" 74.28 2000.73FG mi o w n LL I m 3+50.78 u o - rn$ nh orn� ° CL 16' DW 6 �o rn oLL c0 - 93.2FL � 17.15 I 2 vC6 �? u - �! Iri 9BA7TKW CONSTRUCTION NOTE m � 11.6 % 39+43 26 o m 9147BKW $ 3 z ° CL 3TKW cv n J y+ m �`g o ( Y 3 94.30FG Qi m� � iff i 90.808KW I I r-Y ODRIVE APPROACH PER MODIFIED RIVERSIDE - m m�LL _ o LL I S COUNTY STANDARD NO.207 ON SHEET 2 m �• v, o J pop N m fl r4, (D J OQm1 O I \ - 11 N� VN �I S CH O KEYSTONE WALL PER ALBUS E /LL LL m B .88 tv, orn In d7 149.76' 92.9FL O N"DITCH PER DETAIL SHEET 2 - ® I � 2 � 163.01' O O 86.33TW 88.33TW �. 2�.94' 1 85.00TF 85.007E 92 I� �a - 38+79.28 89� m LL o O J � m` m J CL 16' DW I 24.00' u m LL v c7i Is 1 ( 8 .3 TW Q a Al - m i 11. c I , CL 16' DW m o m u � s J mco I� 11.8 % LLco mm mLm T co mJ O ^•J i�i v �� ir'i� - al CERTIFICATION: I THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE $ WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS.AND A PERMIT CAN - EE Imo• �� EASEMENT 1 iiiiiii GRAPHIC SCALE "-20' 152.07' 7 •62 r-yT'T��T 1 81.17TW C �'1 \J SHEET 1 Q KEN sELMALo R C E.NO. 56916 81.17TW 76.50TF SEE Ej AS BUILT 0 20 40 60 76.507E ►J NOTE: SEAL-ENGINEER A L B E R T A. CIVIL ENGINEERS BENCHMARK: CITY OF LAKE ELSINORE SHEET NO. WORK CONTAINED WITHIN THESE PLANS east WE 3788 MCCRAY ST. IN THE COUNTY OF RIVERSIDE, CALIFORNIA SHALL NOT COMMENCE UNTIL AN ♦ EBB RIVERSIDE CA. 92506 CITY OF LAKE ELSINORE BM B-95-63 1X0AzoZmDT ENCROACHMENT PERMIT AND/IS A IL 9NL AS L 9`'µL¢aq� ASS 0 C I A T E S 1z GRADING PERMIT HAS BEEN ISSUED. + Q`� `f ^ �Ec¢ac�rzic co Arens (951) 686-1070 ELEV.= 1381.72',EST. 12/95,NAVD29 TRACT NO. 32337-1 u ��� PRECISE GRADING PLAN y0 sum 7M'0 WORgNG THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR IIIV07 ORR 1 LOT 10.11.12 S 27 FRONT YARD SETBACK CHANGED ON BHT 4 (7 7 a�1 M C5Bfi02 DAYS BEFORE ASSURING ENE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON- AND REVISED RETAINING WALL LENGTHS AHD HEIGHTS EV• � / LOTS 81-85 93 & 94 YOU DIG YOU ON IN THE EVENT OF DISCREPANCIES TE ENGINEER AFTER COUNTY APPROVAL OR OF 12 SHEETS DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE + m'b PARED BY: C58602 SCALE: r R.CE. N0: FOR: W.O. 6BkiNii` A vuwc srnce eY �'°°°-�Y-t°00 FOR DETERMINING AN ACCEPTABLE SOLURON AND REVISING THE PLANS REVISIONS e�,�.Gt H: AS SHOWN V: FILE NO. uImEARROURR sTR=Alan FOR APPROVAL BY THE COUNTY. ENGINEER COUNT( DATE 01-29-07 EXP. DATE: 12-31-08 K.H DVNANIAN IIECAST 04-0401 oe-0z/0] WA