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HomeMy WebLinkAboutTract 31957 RG Plan - Rev. 3 - Approved-signed GRADING NOTES o E LAKE ELSINORE1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE CHAPTER 15 CITY 72 AND APPLICABLE STANDARDS AND 5PECinCA 77ONS AND THE LATEST EDI77ON OF THE UNIFORM BUILDING CODE(UB.C.)APPENDIX CHAPTER 33 ' //^-�,.yr ,(� A'/^_ PLAN A/ ROAD- �ALBERHILL 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LASE ELSINORE,PRIOR TO ANY OPERATIONS RO G I GR/ SDI ♦V / LJ ,/ COUNTY J. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A.ALERT(1-B00-422-4133)4B HOURS PRIOR TO FOR TRACT 31957 OF mar GRADING. RIVERSIDE- 4. � THE CONTRACTOR SHALL N077FY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING GRADING OPERATONS 5. DUST SHALL BE CONTROLLED BY WATERING OR 07HER METHODS APPROVED BY THE CITY ENGINEER. " D UNNIN 6. CUT SCOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERW SHOW SE APPROVED,AND SHALL BE SHO ON THE CONSTRUCTION NOTES PROJECT ./ DEER ROAD �8lEEr 6B � w PLAN. O I To- CONSTRUCT"V"GUTTER PER DETAIL ON SHEET NO.2A 520 LF LOCATION �,� g3 wN 7 FlLL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VER77CAL,UNLESS OTHERWISE APPROVED,SHALL BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE Hof A PARY < CONSTRUCT RETAINING WALL PER SEPARATE PLAN(UNDER SEPARATE PERMIT) 1,445 LF MOUNTAIN I BO RDA Gz I POF CITY OF STREET 8. ELLS SHALL BE COMPACTED THROUGHOUT TO 90%DEN5ITY AS DETERMINED BY THE MODIFIED THREE LAYER AS TM D-1557-70 TEST 1 I w METHOD. /i/ o- INSTALL 18"x18"BROOKS BOX OR EQUAL 1 EA LAKE $ ELSINONE a 9. FlLL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS SCARIFIED,AND INSPECTED BY THE GRADING INSPECTOR AND APPROVEDSOILS TE57ING AGENCY PRIOR TO THE -iff_ INSTALL 12"DOA.P.V.C.PIPE 20 LF J a 10 ELL FILL.MATERIAL SHALL BE CLEAN EARTH. NO FILL LLLSHALL BE PLACED UN77L PREPARATION OF GROUND IS APPROVED BY THE SOILS Nm A PA 4� I a 5 CONSTRUCT 15'WIDE ACCESS ROAD 3"AC ON 4"AGGREGATE BASE 7,500 SF VICINITY MAP I r� �.�rtsaTnAnaf z NOT TO SCALE IT FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOTE LESS THAN}"PER FOOT FOR A MINIMUM OF 3 FEET, THEN IX ..I' i ;r V` 6 +PFS#M. 3�-T1..e .a,�'SE'''e^'"'^'C-EB i1�1'4YFI, (MINIMUM)TO FLOMINE OF EARTH SWAGE 2 7HBERN GUIDE, PAGE 865, GRID COUNTY 200E 1 --� �1__.. SAN BERNARDINO&RIVERSIDE COUNTY EDITION 12 MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS THAN 10;AND 29 IF CUT OR 17LL IS / '/ \` ga pe 1 a �LJJ GREATER THAN W DRAINAGE SWALES SHALL BE MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2'FROM THE 70P OF CUT OR e 8 CONSTRUCT 4"AGGREGATE BASE TURNAROUND AREA 4,734 SF ENGINEER'S NOTICE FILL SLOPES. �■�9•�r9B..¢ e 2 < w " 11 13 PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL LC SLOPES OVER 5'HIGH. /� np e ° 90--- CONSTRUCT TYPE 8A CURB PER CITY OF LAKE ELSINORE STD.PLAN NO.203 47 LF SEE SA 1, CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDI77ONS DURING THE COURSE OF 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG THE TOP OF CUT SLOPES �// ■ Zo 10 INSTALL 6"THICK GROUTED RIVER ROCK 80 SF CONSTRUCTION,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CON77NUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND AL LIABILITY,REAL OR ALLEGED,IN CONNEC77ON WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEP77NG FOR LIABILITY ARISING FROM THE 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED I ' NOr A PAR! / ~ -_X 04 !1® 7 as CONSTRUCT 6"THICK CONCRETE WITH#4 REBAR @ 12"O.CE.W. 1,480 SF SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES ° a raj ee I as 1 2 ALL UNDERGROUND U77LI77ES OR STRUCTURES REPORTED OR FOUND ON PUBLIC RECORDS,ARE INDICATED WITH THEIR APPROXIMA IF LOCA77ON FOUNDA77ON REQUIREMENTS(S/BDIOSIONS)AND EXPANSIVE CHARACTERIS77CS OF THE SOIL. I P I I , 72 CONSRUCT EMERGENCY SPILLWAY PER DETAIL ON SHEET 9A 1 EA AND EXTENT THE OWNER,BY ACCEP77NC THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON,AGREES TO ASSUME LIABILITY AND I HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESUL77NO FROM THE EXISTENCE OF UNDERGROUND U77LI77ES OR STRUCTURES NOT 17 GRADING CER77FICATIOIV BY THE DEVELOPER'S CIVIL ENGINEER AND FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO �° REPORTED OR INDICATED ON PUBLIC RECORDS,OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCA7ONS:THE THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS I I u ee I CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU77ONARY MEASURES TO PROTECT THE U77LI77ES OR STRUCTURES SHOWN AND ANY OTHER zs ae n as,y� FOUND AT THE SITE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO N077FY THE OWNERS OF ALL U71LI17ES OR S7RUC7URES CONCERNED 18. THE SOILS ENGINEERING INVESRGA7701V DATED OCTOBER 22,2019,PREPARED BY GEOTEK,INC.SHALL BE CONSIDERED A 9EE 9B / BEFORE STAR77NO WORK. PART OF THIS GRADING PLAN AND SHALL BE IN COMPLIANCE // rn ev j H U N S A K E R & ASSOCIATE S sl a£ I r J. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE ao I R V I N E I N C PLANS ACC CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST 8f APPROVED BY THE PREPARER OF THESE PLANS. 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CER77FICA77ON OF BUILDING PAD ELEVA 770N. WHERE SPECIFIC a NOT p fs a ELEVA7701VS ARE REQUIRED, THE ELEVA7ON(WITH RESPECT 70 MEAN SEA LEVEL)SHALL BE GIVEN. IF AN ELEVATION NTH RESPECT TO I k I / � � m p a+ i PLANNING ■ ENGINEERING ■ SURVEYING �o°0Fri.Sq��Tq� 4. QUAN7777ES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY.CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN € / ea Io asHughes <� F / n a w Three • Irvine, CA 92618• PH:(949)583.1010• FX:(949)583.075 QUANTIDES PRIOR TO BIDDING FOR CONS7RUC770N. 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CON57RUCTION/GRADING. I % °7 -e`ye.aleyc FOR REVISION AlONWARD �' a N° 69z'3 PDES INSPECTION NOTES 21, STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING T / °A a rs a 73 u m x 77 ae I' n c.p.oe/ao/zz DEPARTMENTS FOR CUT AND FILL SLOPES OVER JO'IN VER77CAL HEIGHT. _ - #_ 04J20�2021 s PA 7FACY No,2deEA-Y 17 TIN N.HUY RCE NO.69273 DATE 9rP OF V FOE`a 1. CONSTRUCTION SITE BEST MANAGEMENT PRACTICES(BURS)FOR THE MANAGEMENT OF STORM WATER AND NON-STORMWATER DISCHARGES 22. A FINAL COMPACTON REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOL c^�� - SHALL BE DOCUMENTED ON THE GRADING PLAN NIfICH THEREBY BECOMES THE SIZE STORM WATER POLLUTION PREVENTION PLAN(SWPPP). 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS 70 BE PLACED,IT MUST BE CLEARED,KEYED AND BENCHED INTO FIRM NATURAL ARRANGEMENTS SHALL BE MADE BY THE DEVELOPER TO RETAIN THE SWPPP ON THE✓08517E THROUGHOUT THE 77HE OF CONSTRUCTION. SOIL FOR FULL SUPPORT PR£PARA UP SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT INTO FILL MATERIAL. -- - SCALE 1"-300' THE IMPLEMENTA77ON AND MAINTENANCE OF SITE BMPS IS REQUIRED TO MINIMIZE JOBSITT EROSION AND SEDIMENTA71ON CERTAIN BMPS SLOPES GREATER THAN&1 ARE REQUIRED TO BE KEYED AND BENCHED. I INDEX MAP I MADE BY THE DEBMAYBEREQUIRED T OPER TO MAINTAIN THOSE BMPSO REMAIN IN PLACE ]THROUGHOUT THE TIME OF THE YEAR 60NSIRU�170N0/MENTA770N.ARRANGEMENTS SHALL BE 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUC77ON IN THE FOLLOWING STAGES: 0 300 600 900 1,200 A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL,COLLUVAL,AND TERRACED AREAS AND ANY 2. EROSION CONTROL BMPS SHALL BE IMPLEMENTED AND MAINTAINED TO MINIMIZE THE EN7RAlNMENT OF SOIL!N RUNOFF FROM.DISTURBED SUBSTRUCTURES OWNER/APPLICANT SOIL AREAS ON CONSTRUCTION SITES B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTON,BENCHING AND FILLING OPERATIONS. C DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. 3. SEDIMENT CONTROL BLIPS SHALL BE IMPLEMENTED AND MAINTAINED TO MINIMIZE THE TRANSPORT OF SOIL FROM THE CONSTRUCTYON S SIT D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. SAM RUNNING DEER,LLC LEGEND/ABBREVIATIONS 4. GRADING SHALL BE PHASED TO LIMIT THE AMOUNT OF DISTURBED AREAS EXPOSED TO THE EXTENT FEASIBLE 25. EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR ANOTHER APPROVED GROUND COVER,AT.12"ON 1200 QUAIL STREET SUITE 220 CENTER. SLOPES OVER 15'IN VER77CAL HEIGHT,IN ADDITION TO GROUND COVER,SHALL BE PLANTED WITH APPROVED TREES,SHRUBS OR CONTACT., T BEACH, CA 92660 ,_ 5. AREAS THAT ARE CLEARED AND GRADED SHALL MI LIMITED 7O ONLY THE PORTION IS THE SITE THAT/S NECESSARY FOR CONS7RUCTlON. CONTACE ERIK LUNGE A.C. ASPHALT CONCRETE ----- CENTERLINE THE CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND COMBINA77ONS THEREOF SHRUBS SHALL BE PLANTED AT 10'ON CENTER; TREES AT 20'ON CENTER,'COMBINATIONS 15'DN CENTER. AC,AC ACRE PROPERTY LINE SCHEDULING OF GRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL STABILIZA BON. SLOPES OVER 3'IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS W17H BACKfLOW PREVENTION DEVICES PER U.B.C. PHONE• 714 318-35D0 A.B. AGGREGATE BASE RIGHT OF WAY ACOE ARMY CORPS OF ENGINEERS PROPOSED LOTLINE 6. ONCE DISTURBED,SLOPES(TEMPORARY OR PERMANENT)SHALL BE STABILIZED IF THEY WILL NOT BE WORKED WITHIN 21 DAYS DURING 26. APPROVED PR07EC77VE MEASURES AND TEMPORARY DRAINAGE PROWSIONS MUST BE USED TO PR07ECT ADJOINING PROPER77ES DURING THE CIVIL ENGINEER BC BEGIN OF CURVE - PROPOSED WATER THE STORM SEASON,ALL SLOPES SHALL BE STABILIZED PRIOR TO A PREDICTED STORM EVENT. CONSTRUCTION S17ES SHALL BE GRADING PROJECT.. CB CATCH BASIN - PROPOSED STORM DRAIN REVEGETATED AS EARLY AS FEASIBLE AFTER SOIL DISTURBANCE 27 APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT K&A ENGINEERING, INC. CDFW CALIFORNIA DEPARTMENT OF -- PROPOSED SEWER FISH AND WILDLIFE - PROPOSED RECYCLE WATER 7 STOCKPILES CI SOIL SHALL A PROPERLY CONTAINED TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, THE END OF EACH DA Y'S WORK 357 N. SHERIDAN STREET, SUITE 117 CA CL, ¢ CENTER LINE DRAINAGE FACILITIES OR ADJACENT PROPER77ES VA RUNOFF, VEHICLE]RACKING,OR WIND. CORONA, CA 92880 C&G CURB AND GUTTER 0.57. STREET GRADE&FLOW DIREC7ON 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS -�700�- PROPOSED CONTOUR 3CONS7RUC770N S17ES SHALL BE MAINTAINED IN SUCH A COND1770N THAT A STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE PHONE' (951)279-1800 CY CUBIC YARD SITE.DISCHARGES OTHER THAN STORMWAIER(NON-STORMWATER DISCHARGES)ARE PROHIBITED,EXCEPT AS AUTHORIZED BYAN INDINDUAL 29, THE IOCA77ON AND PRO TEC LION OF ALL U77LI77ES IS THE RESPONSIBILITY OF THE PERMl77Ef. D/L DAYLIGHT EXIS77NG CONTOUR NPDES PERMIT, THE STATEWIDE GENERAL PERMIT-CONSTRUCDON ACITWTY.POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO. DW'Y DRIVEWAY Y TOP OF SCOPE SOLID OR LIQUID CHEMICAL SPILLS, WASTES FROM PAINTS,STAINS SEALANTS,SOLVENTS DE7ERGEN7S,GLUES LIME,PESTICIDES, 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIME EA.,EA EACH -I� TOE OF SLOPE HERBICIDES,FERTILIZERS WOOD PRESERVA77VE5 AND ASBESTOS FIBERS,PAINT FLAKES OR STUCCO FRAGMENTS;FUELS OILS LUBRICANTS JL SANITARY FACILMES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERA BON SOILS ENGINEER EC END OF CURVE AND HYDRAULIC,RADIATOR OR BAT7ERY FLUIDS CONCRETE AND RELATED CUT77NG OR CURING RESIDUES FLOATABLE WASTES; WASTES EP END OF PAVEMENT PROPOSED RETAINING WALL FROM ENGINE/EOUlPMENr STEAM CLEANING OR CHEMICAL DEGREASING,• WASTES FROM STREET CLEANING;AND SUPER-CHLORINATED 32. ALL SLOPES SHALL BE PLANTED AND IRRIGA7ON FACILI7ES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF J FEET VERTICAL HEIGHT GEO TEK,INC. fG EXIS77NG GROUND POTABLE WATER FROM LINE FLUSHING AND TESTING. DURING CONSTRUCTION, SUCH MATERIALS SHOULD OCCUR IN A DISPOSAL 07 SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FROM POTENTIAL STORMWA7ER RUNOFF, NTH UL77MA)E WITHIN 90 DAYS AFTER COMPLE77ON OF ROUGH GRADING AND SHALL BE IN ACCORDANCE NTH CITY OF LAKE ELSINORE GRADING ORDINANCE 1548 NORTH MAPLE STREET EX.,EXIST. EXTSPNG PROPOSED STREET LIGHT DISPOSAL IN ACCORDANCE WITH LOCAL,STATE AND FEDERAL REQUIREMENTS NO 802 PRIOR TO THE APPROVAL OF FINAL INSPEC77ON. CORONA, CA. 92880 FH FIRE HYDRANT 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF NTH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY CONTACT ANNA M.SCOTT FG FINISH GRADE PROPOSED FIRE HYDRANT 9. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION S17F AND MUST NOT BE DISCHARGED TO RECEIVING WATERS OR THE LOCAL STORM GRAIN SYSTEM. DAMAGE 70 EXIS77NG FACILI7ES RESUL77NG DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS @NETHER OR NOT SUCH FACILITIES ARE SHOWN (951)-710-1150 R. FLOW2/NE DAYLIGHT LINE ON THESE PLANS FM FORCE MAIN 10. APPROPRIATE BMPS FOR CONS7RUC770N-RfLATEO MATERIAL$ WASTES,SPILLS OR RESIDUES SHALL BE IMPLEMENTED TO ELIUlNA7f OR 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH GRADING APPROVAL FS FINISHED SURFACE - PAD LIMIT LINES REDUCE TRANSPORr FROM THE Sri TO STREETS DRAINAGE FACILITIES,OR ADJOINING PROPER77ES BY WIND OR RUNOFF.GB GRADE BREAK EARTHWORK QUANTITIES HP HIGH POINT DIRECTION OF FLOW 11. ALL CONS7RUCTION CONTRACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BMPS AND GOOD COMPLETION.-DECEMBER 2020 35. APPROXIMATE DATE OF. BEGINNING OPERATION:RUNE 2020 LF,LF LINEAL FEET HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. LEI7 RAW CUT.' 113,400 CY LN LANE 1 LOT NUMBER 12. DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWA7ERING GROUNDWATER THAT HAS INFILTRATED INTO TN£CONSTRUCTION 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3"WILL BE PLACED IN FILLS WITHIN ROADBED AREAS LP LOW POINT SITE IS PROHIBITED.DISCHARGING OF CONTAMINATED SOILS NA SURFACE EROSION lS ALSO PROHIBITED.DISCHARGING NON-CONTAMINATED OR 3'OF FINISH GRADES UNLESS THE LOCATION,MATERIALS AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. RAW FILL: 11 Z300 CY LS LANDSCAPE A LETTERED LOT GROUNDWATER PRODUCED BY DEWATERINO ACTI14TIES MAY REQUIRE A NATIONAL POLLUTANT DISCHARGE ELIMINA77ON SYSTEM(NPDES) MAX MAXIMUM PERMIT FROM THE REGIONAL WATER QUALITY CONTROL BOARD. 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL. MIN MINIMUM P=73000 PAD ELEVATION 38. GRADING PLANS WILL NOT BE APPROVED UN77L ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT NOTES TO CONTRACTOR MH MANHOLE IS BMPS SHALL BE MAINTAINED AT.ALL TIMES. IN ADDITION,BMPS SHALL BE INSPECTED PRIOR TO PREDICTED STORM EVENTS AND N.A.P. NOT-A-PART DETAIL FOLLOWING STORM EVENTS. 39. THIS SITE HAS OBTAINED A NA77ONAL POLLU7ION PREVEN7ON ELIMINA77ON SYSTEM(NPDES)PERMIT TO REGULA7E MUNICIPAL AND INDUSTRIAL NIS NOT TO SCALE 2 �-SHEET NUMBER 14, AT THE END OF EACH DAY OF CONSIRUCT70N AC77WTY,ALL CONSTRUCTION DEBRIS AND WASTE'MATERIALS SHALL BE COLLECTED AND i. ROUGH GRADING SHALL BE FLOODING POT WITH CROMRUC710N OF INCOLN STREET STORM WATER DISCHARGES P PROPERTY LINE PROPERLY DISPOSED OF IN]RASH OR RECYCLE BINS NPDES W/O p8 JJCJ80406 DA TE PERMIT ISSUED.:7111117 EMBANKMENT 70 MINIMIZE FLOODING POTENTIAL FROM RICE CANYOI',l CREEK. R PROPOSED 100 YEAR PROP. PROPOSED 40. DRAINGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS. NO BUILDINGS OR WALLS SHALL BE PLACED WITHIN EASEMENT LIMITS. 2 FLOOD CONTROL BERM ADJACENT TO RICE CANYON CREEK SHALL BE PROTECTED R/W,RW RIGHT OF WAY FEMA FLOODPLAIN IN PLACE FOR AS LONG AS POSSIBLE BEFORE BEING DISTURBED BY ROUGH R RADIUS WATERS OF THE STATE TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL OWNER'S EXPENSE SHEET INDEX GRADING ACTINTIES SCE SOUTHERN CALIFORNIA EDISON �//11� (CDFW JURISDICTON) BENCH MARK' �7 SD STORM DRAIN ,,/� � Xy Wq TERS OF THE US BENCHMARK: BM B-95-61 L SHEET 1B 7771E SHEET SOILS ENGINEER'S CERTIFICATE: s SEWER � Y (ACOE JURISDICTION SHEET 2B SEC77ON5 ) EL£V= 127E B B-95-' SHEET 3B SEC77ONS Sim, SIMILAR D�II II o 1\\ THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE SF,SF. SQUARE FEET PROP ROCK(RIP-RAP) DESCRlP70N FROM THE APPROXIMATE SHEET 4B ROUGH DETAILS \\v// JI IUII\ IN CONFORMANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS OUTLINED IN THE `•- "r CHANNEL OR RETEN77ON INTERSECTION OF COLLIER AVENUE AND NICHOLS SHEET SB AOwCH GRADING PLAN o 1R SW SIDEWALK ROAD 175 FEET SOUTHEASTERLY ALONG COLLIER SHEET 6A ROUGH GRADING PLAN S01�6OGIC RECONNAISSANCE REPORT PREPARED FOR THIS DEVELOPMENT. TC TOP OF CURB AC PAVEMENT REMOVAL AND 38 FEET NORTHEASTERLY TO BENCHMARK. SHEET 7B ROUGH GRADING PLAN �., L of rhy} TYR TYPICAL 10 FEET SOUTHERLY OF LIGHT STANDARD NO SHEET 8B ROUGH GRADING PLAN DIAL ( `ice P-0`t Z042 ( P SHEET 9B ROUCH GRADING PLAN BEFORE DAYS BEFORE 1Oe iI * * VC VERTICAL CURVE AND 10 FEET SOUTHERLY OF END OF CURB. SET YOU DIG N YOU DIC mfc�'Dr �Q W WATER CHISELED SQUARE ON NORTHEASTERLY CURB. TOLL FREE 1-800-422-4133 °"° N0J �o1i 9fF ECHN OQ� A PUBLIC SERVICE BY DF CAL WDID#8 33C380406 UNDERGROUND SERVICE ALERT Q �> 13•V B 5/Zo IAA BV 12/1sf17 MARK REVISIONS APPR, DATE THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE AT 7H THE APPROPR/A T£ PREPARED BY-_ SEAL Rµ0FE851pN AS BUILT" Cff Of LAKE ELSINORE SHEET NO.- S OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT MAY 357 N. SHERIDAN STREET , SUITEPLANANW 117CALIFORNIA 92880 h4�R'��Q' H FA/gYE2c RCE FXP. OA7E B ISSUED. 1 g L4W ?y REVIEWED BY., T"cT.3w J• TEL. '951)279-1800 ° ROUGi RADMCPLO 3 REVISE ROUGH GRADING PLAN ON SHEETS 3-7 RH 05/26/2021 k, SURVE W FAX(951)279-4380 a No.55534 A OF 9 SHTS REVISED LINCOLN STREET ALIGNMENT AND ADDED RCFC&WCD EMBANKEMENT PROTECTION 5/2020 gineering,�e•�'� INSPECTOR DATE' i �� s `1 * * SCAT£. AS S1fOWlV BENCH MARK. SEE SHEET 1B FILE NO. ORIGINAL SHEET TO BE WIINDRAWMI AND REPLACED BY THIS SHEET I_ \K\\ ``l CNIL �Q' REVSIONS FOR LARGER DETENTION/INFIL IRA BON BASIN,REMOVAL OF CONNECTION 2- ,� BRAD FAGRELL,RCE 43920 DAIf_ �I 1� 3 t��„1 qTF OF CAUf � Q 1 9- CITY ENGINEER DATE., OCTOBER 2017 l TO MOUNTAIN STREET, CATCH BASIN LOCATIONS, ROAD AND PAD ELEVATIONS CITY OF LAKE ELSINORE AMIR H.FALLAHI R.C.E.NO.55534 DA 7E - l O,exA9 R 1,119.51fi flno,lhofil"p RaupA151fi-PIN-PCG-JipSJ (M.fiwO lopul)Ar,)(( 5 I!%/TOIL SO!au PMIIM ill'4J AM ,n/�sla PROPOSED PROPOSED R/W 60' R/W 30' 30' 10' 20' 20' 10' LIMN PRO 03ED 90 PROPOSED PARKWAY PARKWAY 1 EMBANKMENT PER LINCOLN STREET EMBANKMENT PLAN 6 6 45' 45 i SW SW i VARIES 16' SOIL CEMENT VARIES 2' 10' 35' 35' 10' PAD PAD ACCESS ROAD PARKWAY 1' VARIES - PARKWAY PAD ?. 6" CURB 6" CURB 10' - 14' S61 1' 2% W/2' GUTTER W/2' GUTTER 2% 10' I 5 TYP. TYP. 5 - 7 t I �OQ 2% 2% ---- - 5 SOIL CEMENT EMBANKMENT CURB 2' UTTER 6' WIDE SIDEWALK 9%1 ^ 6" W/ G 6" CURB W/2'GUTTER O OQ� 2% 2% 2% 2 4" AC/6" Al CLASS II AB r EXISTING I TOP OF BACKFILL 1:1 LOPE cLAss a 1 AB SUBGRADE- ` •class II AB- 1:1 SLOPE Sl�gl` TYPICAL STREET CROSS SECTION GROUND PAD OAK GROVE WAY,BIRCH LANE,JUNIPER COURT, ---VEXISnNG ________COTTONWOOD STREET AND RUNNING DEER ROAD __ ' --------- PUBLIC STREETS y- ------- GROUND SCALE:HORIZ:1-10 - - - - _ - VERT:1'-5' 2 PROPOSED PROPOSED R/W 60' 30' 30' CDFW PROP SED PROPOSED - 10' 20' 20' 10' LIMIT EMBANKMENT PER LINCOLN STREET EMBANKMENT PLAN R W g0' R/W PAD -PARKWAY 6' WIDE A AY PAD 49' 45' SIDEWALK 6' WIDE ' SIDEWALK I III - VARIES 16' SOIL CEMENT VARIES 2" 10' 35' 35' 10' �I II !?,, 6"CURB W/ 6" CURB W/ ry PARKWAY 2' GUTTERI %2' GUTTER ;I I ACCESS ROAD PARKWAY 1' 6� 1, PAD :LJ X--- --- - - 3 4 1. S W ,.I 1,1 SLOPE ��'h"T7-'r/7 , 1.1 SLOPE 6' WIDE SIDEWALK 3 AC/6" SUBGRADE) 3"AC/6" I 6" CURB W/2' GUTTER 6" CURB W/2' GUTTER ry CLASS 11 AB CLASS II AB AL 2% 2% 2% 2 I. SOIL CEMENT EMBANKMENT ,� n , ;, -_>. --- - • Typical Cross-Section B-B " .S EXISTING TOP OF BACKFILL 1:t LOPE � ` ^ 1'^` � � 1;1 SLOPE 1pq(� Running Deer Road, GROUND I CLASS 11 AB SUBGRADE CLASS II AB ------ ------- PAD Cottonwood Street, Oak Grove Way, /-----------�EXISTING ------ „ __ Birch Lane, &Juniper Court -----� 11NG GROUND -- Scale: Horiz. 1"=10' -- Vert. 1"=5' ---- 2 I R PROPOSED PERIMETER I PROPOSED BLOCK WALL PERMIT)BLOCK WALL (BY SEPARATE 7t,* (UNDER SEPARATE PERMIT) PROPOSED RETAINING WALL CDFW PROP SED PROPOSED BY OTHERS (HT. PER PLAN) LIMIT R W R/W ( ERSEPARATE PERMIT) EMBANKMENT PER LINCOLN STREET EMBANKMENT PLAN 76' - 90' TRANSITION 38' - 45' TRANSITION 38' - 45' TRANSITION MAX XISTING WALL WITH CONCRETE PROTECT IN PLACE EXISTING VARIES 16'SOIL CEMENT VARIES 2" 5' 33' - 35' TRANSITION 33' - 35' TRANSITION` DRAIN (PROTECT IN PLACE) PAD ELEV. - CONCRETE 'V GUTTER ACCESS ROAD PARK VARIES PARKPAD PER PLAN�I-' I I WAY 10 14' WAY' 1, EXISTING GROUND Ili-��. `=III =:n III `a 7 - 7 1 I QQ• TYP. -TYP. I �O z l EXISTING 0gF�GROUND i 6" CURB W/2' GUTTER 6" CURB W/2' GUTTER21] 2%. I ti Typical Cross-Section E-E A3 SOIL CEMENT EMBANKMENT s! Typical Cross-Section D-D Scale: Horiz. 1"=10' oq Vert. 1"=5' EXISTING I TOP OF BACKFILL 4.5" AC/10" 6" CURB 4.5" AC/10" 1:1 SLO F Scale: Horiz. 1"=10' GROUND ___ _ :1 SLO CLASS 1 AB SUBGRADE CLASS li AB PAD Vert. 1"=5' FENCE EXISTING FEN �� � � It PROPOSED PERIMETER ( -- ------ TEMPORARY GRADED BERM 0.5' ( I AND CURB BLOCK WALL BY SEPARATE _ - EXISTING GROUND MIN. 12" HIGH x 5' WIDE ,� I VARIES (PROTECT IN PLACE) - --- --- -------- IOCATIONSEE PLANS FOR 12'MAX36' - 2 PAD I � 2:1 AX - �--_---- II III'II I ?, 2 2:1 MAX• �` - --EXISTING GROUND 11- S PA _`� GROUND PROFILE AND II !Oq PER PLAN'-J,� 71 1=1' _ -PROPOSED GRADING 1111 11.F �;� �-��' VARIES) II I'I,III PAD i PROPOSED CONCRETE CDFW PRO OSED PROPOSED L11 Ili L I_I "V" DITCH. LOCATION LIMIT W 76' R/W I J II III i III-T II- VARIES, SEE PLAN. EMBANKMENT PER LINCOLN STREET EMBANKMENT PLAN 38' 38' Typical On Site Rear/Side Yard Slope Section VARIES 16' SOIL CEMENT VARIES 2 5' 33 33 5' ' Scale: Horiz. 1"=10' ACCESS ROAD WAYPARK WAY Typical Cross-Section F-F PARK PAD Vert. 1"=5' Scale: Horiz. 1"=10' 5� • FL Vert. 1"=5' _ 6" CURB W/2' GUTTER 6"CURB W/2' GUTTER 2% 2% 2% 2% ry^ ET A� SOIL CEMENT EMBANKMENT r ti 1.1 SLO SIOo r EXISTING I TOP OF BACKFILL •1 SLO E 4.5" AC/10" SUBGRADE 4 5" AC/10 l' Nvrrw.,"�,vvrrwH - GROUND -r CLASS II AB CLASS II AB 6"THICK CONCRETE W - - - PAD QDULL MWORKNC -- DAYS R6aRE ------------------------ ,. YOU DIG YOU DC a n EXISTING GROUND TOLL FREE 1-800-422-4133 V GUTTER DETAIL- ----__- A PUBLIC SERVICE BY Scale: Horiz. 1"=2' -----�--- ---`—' ----------- UNDERGROUND SERVICE ALERT ��I?y,t/$5/Yo Q �/4A OV !2115/I7 - THESE PLANS HAVE BEEN REWEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY.: SEAL AS BUILT" CITY Of LAKE ELSINORE SHEET NO. MARK REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND OR CITY AND STATE LAWS AND A PERMIT MAY rNgNE&ING J57 N SHERIDAN STREET QgOFESS/ON SUITE 117 4� N. FA •4l BE ISSUED. �p <Y Fy RCE EXP. DATE LAND PLANAUNG CORONA, CALIFORNIA 92880 y Q 9y 2 REVIEWED BY., 1��3�'� TEL(951)279-1800ROUGH CX4DM MAN SURVfYING FAX(951)279-4360 No.55534 OF 9 SHIS 2 REVISED LINCOLN STREET ALIGNMENT AND ADDED RCFC&W'CD EMSANKEMENT PR07EC77ON 512020 Eng'Bering,Inc. INSPECTOR DATE ORIGINAL SHEET TO BE WITHDRAWN AND REPLACED BY THIS SHEET -/I-�_ �� \� * * SCALE AS SHOWN BENCH MARK: SEE SHEET 7B FILE N0. REVISIONS FOR LARGER OETENT70N/INFILTRA770N BASIN, REMOVAL OF CONNEC7701V TO z4Zc BRAD AGRELC,RCE A3920 DA7:" i1 -3 ZOl'1 �Tgr�OF CAL7FOA�\� f q" CITY ENGINEER DATE, 00R78ER 2017 TO MOUNTAIN STREET, CATCH BASIN LOCATIONS ROAD AND PAD ELEVA AONS CITY OF LAKE ELSINORE AMIR H.FALLAHI R.C.E. NO.55534 DATE ho&q.R. 1 6 MW—q R. S -FIN Rfi JI93]-OOI Grp Layouh.24M f So 0 912017 4:S R4 ftN 10 204077 11:X M Br Xawr Pluto S E E S H E E T S B 19 I / \ v v v I I I �I II I I ACCESS EASEMENT PER TR 31957 PAD-15910 ��23 �\� V III 47 III 6 1 583� 6 AN EASEMENT FOR ACCESS PURPOSES IN FAVOR OF EARL W. JOHNSTON PAD 589.5 "v\ it \ I IPA.D=1578.6 II 11 PA =157'.3 I I AND MERLE A. JOHNSTON REVOCABLE TRUST AND THE FAMILY TRUST OF D 7 EARL W. AND MERLE A. JOHNSTON REVOCABLE TRUST, RECORDED 5/2/2018 AS INSTRUMENT NO. 2016-0170868, O.R. I� !, '�O =I5�2s , I �II �I I AN EASEMENT FOR ACCESS PURPOSES IN FAVOR OF JENNIFER C.F. CHEN, RECORDED 5/2/2018 AS INSTRUMENT NO. 2018-0170869, O.R. AN EASEMENT FOR ACCESS PURPOSES IN FAVOR OF NATIONAL 0 s7o.n �� EQUESTRIAN CENTERS INC., RECORDED 5/2/2018 AS INSTRUMENT NO. EV 2018-0170870, O.R. \ I 15 0.4o N oEL a4 33\ l57.6 \ �� I574.35 7 0.0a 9 AN EASEMENT FOR ACCESS PURPOSES IN FAVOR OF CURTIS L. HENRY ESTIO 1 LINE EC OF EC. Q N`J *I 7c. r c AND BONNIE L. HENRY, RECORDED 5/22/2018 AS INSTRUMENT NO. / S 28TH I / /� s 2018-0204984, O.R. / II S• \ %� I•'���� t---��� 70 AN EASEMENT FOR ACCESS PURPOSES IN FAVOR OF WESTERN RIVERSIDE / 2 3s• ,-.� 21 I ��� `✓- 1 I \ \ '� COUNTY REGIONAL CONSERVATION AUTHORITY, RECORDED 6/19/2018 AS ✓ `" 1�' PAD=1595.E ��- A I� \I IA \ 1 INSTRUMENT NO. 2018-0247436, O.R. / r � 11 R R I V F AMES ODGE S 1 AN EASEMENT FOR ACCESS PURPOSES IN FAVOR 0 J AND JULIE RODGERS, RECORDED 6/19/2018 AS INSTRUMENT N0. AD I 61 I 1 3 2, , 1 2018-0247437, O.R. .9 I � �� � PAD=1583.2 D=1 8 \ I I � I I PA�1s5 s /0 15934 _ v I 2 �,a I r _ r _ ' R 806 03'4=40°49'38" I L n4.3s r=3oo.1r 11 _ 7 I I 1 h � 100 YR FLOODP N L_= 59�I N INU DATION AREA \; II 30' 6".8`` 0 6 1 10' 20_' 20' 10'1PA 6.8 50 � I 70 II � PAD=158 7E w TRACTBOUNDARY / h 5 �I 71 I� 1 AD= / h AD=1599.5 L PAD=1583. ,11 o � PAD=, / CDFW JURISDICTIONAL I 11 BOUNDARY - � // %�' `� �\ I -_ I w r / 6 1 � 9 � s 57 I I sao.a4 ��sssl PAo=,6 0.3 �I 1-- /' c 5rcol I I 15a1.57 c o, ,1ho 15,. I I OAK GR+VE WAY 9 51 8.2 / / m � I I -- i' 52 PAD=1606.3 PAD=, 54 p / �e 2 1 72 11 7 1 I 4 0=1602.0 5 1 A0=1583- II 5 I I PAD 157E o \ I. PAD=1582.1 I 1 PAo=,s 1.0 - - ` cRq R -CD AZ°GESS ROAjl x x V - / _ - ---- 6015 TO f REMOVED - - -_ � l o AN FE SCE R TEC IN 0,�. TRACTBOi1NDAR - fXl LNG fN I5 PROPOSED'V" TTERICND -t59s.5 PR POSED"V' U ER AND PRO CT AC OFF-51 E RI E A OFF SITE RIGH T ENTEkY1N OFF-SITE RIGHT TO EN RAND EXISTING F & _ AN EASEMENT FOR HAUL ROAD AND PERFO M IMPRgVEM N WORKI3 PER ORM IMP O MENT N!RK PERFORM IMPROVEM T WOR� CURB PRO T NCIDENTAL PU RPOSES IN FAVOR OF ELSINORE I16 PER AG EE f1T BET E N PER T PER AGREEMENTS EEN PLACE (- x76325/ `l(/J / ,; / LA UNIFIEDSCHOOL LAK U L... READY 25,199 Y,INC., xt598 LAKE ELSINORE IINIFIE SCHOOL I /> DIS RIOT(LE.0 S. .)AND LAK SEPTEMBER 25,1998 AS INSTRUMENT NO. x Is2s.3 I ) DI TRICT(LE.U.S.D.) ND LA E DISTRICT L A D LAKf15se 4 I x Is3ss x Is34.4 EL INORE 80 SFR,LLD DATE ELSINORE R, LC DATED 410017 OF OFFICIAL RECORDS. x rssa3 1 � � E$"O SFR,LLC, ATED X SE TE BAR 21,2006. / / 0 20 40 80 120 160 ;= I SE TEMBER 21,200E SEPTEMBER 21,'2k7tl6. _ // I ] I / % F ^\ -I-- � 1622 � X160 \ 1/ I �--- EX T�I`lIG SCHOOL SII -� I / 595.5 l �1 *15941 � _ SCALE 7° = 40' i NOT A PART Ij � I HUNSAKER & ASSOCIATES NOTE, CONSTRUCTION NOTES I R V I N E I N C o- CONSTRUCT"V"GUTTER PER DETAIL ON SHEET 2A oFEss/ 1.FOR STORM DRAIN LINES AND ITS APPURTENANCES RT PLANNING ■ ENGINEERING • SURVEYING oeNN Hyk9 SEE TRACTN0.319575TORMDRAINPLAN. Three Hughes • Irvine, CA 92618• PH:(949)583-1010• FX:(949)583.075�����1y,�� Fig, EKBEEEIPAPEIS FOR REVISION zt ONWARD `-' Y z 2.FOR SECTIONS SEE SHEET 2A OF 9A �' NO. 69273 Nw.vw�vw.vwvn E, /30/22 i2� J /� O6 DIAL7WtlW'DRKNC 04/20\021 s,, ca � *ACCESS ROAD AND EMBANKMENT PER BEFORE DAYS BEFORE TIN N.Hu RCE No.69273 DATE ''cclv�`F�`� 2 SEPARATE RCFC&WCD PLAN AND PERMIT YOU DIG YOU DIC a CA ° TOLL FREE 1-800-422-4133 A PUBLIC SERVICE BY �Iu $V 016120 /� �/Q/� b✓ IR/L3//7 UNDERGROUND SERVICE ALERT MARK R£V7510NS APPR. DATE THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE{NTH THE APPROPRIATE PREPARED BY., SEAL "AS BUILT' SHEET NO. CONDI1701VS OF DEVELOPMENT AND/OR C/TY AND STATE LAWS AND A PERMIT MAY ENpNEfRING 357 N SN£R/DAN STREET Cl7Y OF LAKE ELSINORE?pOFESS/0,y r� BE ISSUED. LAND PMNNNLYC CUORONA17CALIFORAM 92880 ��vQ4'��P H F4<<y`�2� RCE EXP. DATE T"CT 39957 •C R 3 REVISE ROUGH GRADING PLAN SURVMNG FAX(, 279-14360 w Q �%i REVIEWED BY. J V RH 05/26/2021 ROUGH G"DING PLAN REVISED LINCOLN STREET ALIGNMENT AND ADDED RCFC&WCD EMBANKEMENT PROTECTION 5/2020 Engine 'g,Inc No.55534 a INSPECTOR DATE OF 9 SHTS ORIGINAL SHEET TO BE WITHDRAWN AND REPLACED BY THIS SHEET 1-11.18 't * SCALE AS SHOWN BENCH MARK. SEE SHEET 1B FILE NO, ,,,,{{ REVISIONS FOR LARGER DETEN77ON/INFIL7RA7ION BASIN, REMOVAL.OF CONNECTION TO 4 i7/Qo CITY ENGIRAD NEER RCE 43920 DATE \\- �\ �} Lp1') �TgTfOP CA`\FOR�4 �� DATE.• OCTOBER 2017 TO MOUNTAIN STREET, CATCH BASIN LOCAAONS ROAD AND PAD ELEVA77ONS CITY OF LAKE ELSINORE AMIR H.FALLAHI R.C.E.NO.55534 DA 7E Oroxin9:R 31951E Fmd W9d"•9-,SIB-"-RW-)195]-003d, 19y 1 T4x3B t Ba 10 J 201]J I9 WA Walled'10/TO i>11:1 AM BY Xovbr pf- E E S H E E T 6 A p it I' I 60.33 7 W I xi o.2 I 23 \ 8 �� 47 �� 6 44 i 43 p 5 .G f� A 1589.5� i�\ D�7583. 1�PAD 1578 6/ 1 P PA =157 .3 1 PAD- 570.0 P D=1565.8 PAD=1'563.0 84 / I ,I � D=1559. - r �-_ h 79. �, �I- p 157506 57G.77 15 6.47 \ 1559. ^� 00 1558 3 1562. 9 OJ EVEL E EVELj N P PAD=156 5LACE _ q 14 TC TFS ' I 84.33 157.6 1574.35 1 O.G6 156 x155t8 576 156 9 59.62 24 RCP STORM E'% 3 e T `ri TC � TC rC DRAIN PIPE XISTING DITC 1562337R 1552 1567 2 fG � I 15 82 1559 00 I � � I v 60 9 61 o �( %AD=1�5 96.z I PAD=1 62\ -A 3� PAD= 70 I 6u'V i 8.s PA\_157 6 .4 D=1566.0 -1563 V-1 33 65 PAD 6 Ii Q _ f 1164. 3 TR \ 1560.3 7F 0 1 / n O I / l\ .15535 I U 59 \ \\ I I I PAD=1563. 7 I O PA -15 .6�- -- - ---- �A A L- Q-- _ I Q 2a 0' Ia' i so:33 c p I g v v �`, 30 2 3 8 �I E CONSTRUCTION NOTES 71 "'"`�15 PAD= 78.8 I� v v;I V `v J P D=1566. I /�- CONSTRUCT"V"GUTTER PER DETAIL ON SHEET NO.2A I 68 F 7 PAJ�1 599./ I i PAD 1583. I I I PAD 15574+7 �2 L \ �1 156 62 --- lT I 20-- CONSTRUCT RETAINING WALL PER SEPARATE PLAN(UNDER SEPARATE PERMIT) `...... I I `� \1571.1 r - -_-_- - _ x1551.1 5 G LVQIE \ \\ I sk7.7s I m o-7F j I .rsa7 AND �V 79 I I 1 SEE TRACTM DO. 31957E ST OR ITS APPURTENANCES PLANS.ANCES M FOR STOR � p \\ PAD=1567.5 I 57 � 1sso.6a 157 G1 -- I I .p L - - � 2. FOR SECTIONS SEE SHEET 2A OF 9A. uj PAD=16 0.3 li� TC TC i 7 1 p 157G7 t- 70 15s6.0 ' 1581 .57 LuL11 57 seJ. 1589 I I OAK GR+VE W hj 1 1575 5 74J7 15701 V A / 15 8.9 F 1 I 1580.86 1578.07 r 7 15 1.67 0 I N � - - - I I UITCLAIM EA9EM NT RECORDED 04 I P D=l 68.2 I 6 9/2018 AS I ST MENT NO. I 56 S �. 1 �-- v 20 8-0247�7} NO 2018-0247 34 2 1 =16�0.6 y- / 4.8372 4 21 0F 73 76 PAD74AD=1583. PAD 1578. PAD=1571.0 =15P D=158 GF _1F_ 2,0 I 0 20 40 BD 120 160 MEOW - -- *157 i x1171.1 SCALE: 1" = 40' L_ 1 __------ M x M � is �£ROPOSED V1TTER AND xt58fls A / �� /T OFF SITE RIGHT TO EN R AND�\ EXl57NG FE & / \ PERFORM IMPROVEME T WORK 1 CUR PRO �� TR OU15, 7ARY // /I R VE�iQ-4NDONED� PERAGREEMENT BE EEN V/ PL CE �I ���� / POEWWNEE£R PO *t588- WEFLSINOREUNIFIE SCHOOL � - ( NOT PA � *i5s. f x 159a 3 DISTRICT L .. .A D LAKE,,�c74 11: / / / \ E 80 SFR,LLC, ATED I //1566. / E TEMSER 21,2006. HUNSAKER & ASSOCIATES I R V I N E , I N C . PLANNING ■ ENGINEERING ■ SURVEYING o1poFE55/o N.'s""��< Three Hughes • Irvine, CA 92618• PH:(949)583.1010• FX:(949)583.075 FOR REVISION ONWARD ! m / / � NO. 69273 DW. 1WnWDR1�iC 04/20/7021 ss Pa R ME DAYS BF.FGRE TIN N.HU RCE 10.69273 DATE 9rf of YOU DIG YOU DIC TOLL FREE 1-800-422-4133 A PUBLIC SERVICE BY � lQp� V$/5/2p Q �JQe a 12/I /17 UNDERGROUND SERVICE ALERT �=' `J MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN R£VTEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY, SEAL AS BUILT" CITY OF LANCE ELSINORE SHEET NO. COND17IONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT MAY ENG A ING 357 N. SHERIDAN STREET QROFESS/0 BE ISSUED. , MN�PIANNNC COORONA17CALIFORNIA 92880 h�?�"��? N FA[<y`Zc RCE EXP. DATE ti REVIEWED er. TRACT 37957 RH 05/26/2021 TEL(951)279-1800 Q - m ROUGH GRADING PLAN 3 REVISE ROUGH GRADING PLAN .SMVEYN FAX(951)279-4380 No.55534 - OF 9 SHIS REVISED LINCOLN STREET ALIGIJMENT AND ADDED RCFC&WCD EMBANKEMENT PR07EC7701V 5/2020 Engi ering,inc. INSPECTOR OA TE ORIGINAL SHEET TO BE WITHDRAWN AND REPLACED BY THIS SHEET I-//-/D 1\ * * SCALE.' AS SHOWN BENCH MARK.' SEE SHEET 18 FILE NO.. REVISIONS FOR LARGER DETENTION/INFIL IRA TION BASIN, REMOVAL OF CONAIEC77ON TO �zr Lp2b BRAD FAGRfLL,RCE 4392 DATE \\, 11 'S LOil �fgTfOF CALIF���\P Ll CITY ENGINEER DATE OCTOBER 2017 �Q+� TO MOUNTAIN STREET, CATCH BASIN LOCADONS ROAD AND PAD ELEVA770AIS CITY OF LAKE ELSINORE AMIR H.FALLAN/ R.C.E. N0.55534 GATE VVVV 1NaW,p'R:J18516 FhN da0.ng RIX 0 516-pt,-W-310,-06 1, lnl 1 11r , Spia6 6 it IR AI AM P,n,IM 11 16/l01>11:11 AN B!<Xauier Pfiefer S E E S H E E T 7 B AN EASEMENT FOR ROAD AND // INCIDENTAL PURPOSES IN FAVOR / �, V - OFTHOMASG CORNWILL ET.AL, / I � \ \ / RECORDED JANUARY 14,1969 AS '.// PAD=1560.4 / V `O i / ,INSTRUMENT NO.3819 AND MESNE /7 � !DOCUMENTS OF OFFICIAL RECORDS 10 / � z PAD 1566.J N + w� JOIN EXISTING * \: A / 2.0 ��� DIRT ROAD ��. / o- 5»/ UNPAVED � / i � 6` v � � �Access \ � ti � •.7� �2 ROAD 111 PAD- TA ,5 i0 PAD= 573.8 PAD= rY -SECTION LINE OFCEN ER TH \\\ ss78'. 2 / ASEMENT FOR ROA YL1ND ' 28 INCIDENTAL PURPOSES INF OR �� v 1 10' 3� Z EAST 1/16 CORNER n SEC. OF THOI G.CORNWILL,E I �-\ / \\ _ RECORDED JANUARYI, 69 A5 J01 EXIS fI / �"�` A 0 "�' I �� �• 5 .o INSTRUMENT NO.3 9 AND MESNE Fp•, / A ��. ` ( ),DOCUMENTS 0' FFICIAL RECO -- - �, •n Y ..,.`/ I N PAVED '/����\1 678.7 D EP l RS' ' \ PAD=15 f� A cess ROA �V �/l 35' � �� �� ,� � 0 ��� A5 x h 31 2 37 PAD=, a ACCESS ROAD DETAIL PAD-1567.1 U7 do § I o 6 s� DETAIL RI H PAD_2T �� H s CDFW JURISDICTI 1 \_ - BOUNDARY 0 10 20 40 of �� A w 2 o i f l 6 ) SCALE' 1"= 20• 100 YR-FLOODPLAIN ----- � �_� � � / 3 �ti PAD=1580.5 � N INUNDATION AREA ---- h �� ACCESS EASEMENT PER TR 31957 AN EASEMENT FOR ACCESS PURPOSES IN FAVOR OF EARL W. JOHNSTON AND MERLE A. JOHNSTON REVOCABLE TRUST AND THE FAMILY TRUST OF 215 I EARL W. AND MERLE A. JOHNSTON REVOCABLE TRUST, RECORDED / I O PA V �ti a PA =1583.3 30 5/2/2018 AS INSTRUMENT NO. 2018-0170868, O.R. I PAD 1 567.7 i I AN EASEMENT FOR ACCESS PURPOSES IN FAVOR OF JENNIFER C.F. I 9 ) CHEN. RECORDED 5/2/2018 AS INSTRUMENT NO. 2018 0170869, O.R. \ OWITCLAIM EASEMENT RECORDE � AD 1 6J0 ®AN EASEMENT FOR ACCESS PURPOSES IN FAVOR OF NATIONAL C C WCD CC ROAD j l \ 19/2018 AS INSTU MENT NO. PAD- EQUESTRIAN CENTERS INC., RECORDED 5/2/2018 AS INSTRUMENT NO. bd L 2018-0170870, O.R. � i� '24 -- QAN EASEMENT FOR ACCESS PURPOSES IN FAVOR OF CURTIS L. HENRY AND BONNIE L. HENRY, RECORDED 5/22/2018 AS INSTRUMENT N0. / _ 2018-0204984, O.R. RC C&W MENT - / � ( 10 AN EASEMENT FOR ACCESS PURPOSES IN FAVOR OF WESTERN RIVERSIDE h /� l ����`� ' h - \ \ �� I COUNTY REGIONAL CONSERVATION AUTHORITY, RECORDED 6/19/2018 AS / 2 \ �\ \ _V �� �� �� INSTRUMENT NO. 2018-0247436, O.R. AN EASEMENT FOR ACCESS PURPOSES IN FAVOR OF JAMES RODGERS 1 19 ( \ \ \ �� AND JULIE RODGERS, RECORDED 6/19/2018 AS INSTRUMENT NO. �V G3 \ V A 47 �� 6 2018-0247437, O.R. l° a PAD=1591.0 o 583. I �I PAD-1578.E =1574.3 PP 1589.6 11 •h� 6 v\ \ p o T O � \ r i m� \ IIII \ `AD-1 I en 158 _ / a 7 t N rc �_ \ c \ c 1 3 Tc-E -y-1 _5 �� x`seo a on an �' _ EVEL E rs sr.s \ \ t o ssa.35 FS SHEET 3 B SEE SHEET 4 B jai HUNSAKER & ASSOCIATES _ Djr RT I R V I N E I N C NOTE: PLANNING ■ ENGINEERING ■ SURVEYING oeNFNSHuyNq FOR STORM DRAIN LINES AND ITS APPURTENANCES Three Hughes ■ Irvine, CA 92618■ PH:(949)583.1010■ FX:(949)583.075��� 1,�¢F� SEE TRACT N0. 31957 STORM DRAIN PLANS. CONSTRUCTION NOTES 0 20 40 80 120 160 FOR REVISION L ONWARD - z 2. FOR SECTIONS SEE SHEET 2A OF 9A. ��v���v�ev��� " N0. 69273 DIAL �1y 1IyM1MU / E.P.06/30/22 BEFORE \ DAYS BEFORE / I 0412012021 ss pA PIS;PA66 ;9pj Rip RAP a. SCALE: 1"= 40' NGK YOU DIG YOU DIG TIN N.HUY .RCE N0 69273 DATE vfo°IV1 0�� *ACCESS ROAD AND EMBANKMENT PER TOLL FREE 1-800-422-4133 cnu 2 SEPARATE RCFC&WCD PLAN AND PERMIT F A PUBLIC SERVICE BY ® � y.016 70 ni V06 OY 12/15-(' UNDERGROUND SERVICE ALERT MARK REWS/DNS APPR. DATE THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY.: SEAL "AS BUILr CITY Of LAKE ELSINCJRE SHEET NO.. CON017701VS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT MAY ENGNE&ING 357 N. SHERIDAN STREET QROFESS10Nq BE ISSUED. SUITE LAND PLANNING CORONA, CALIFORNIA92680 „<.R�'��Q' H FA�lyyFyc RCE EXP. OATf MC,T31957 5 g RH 05/26/2021 TEL. (951)279-1800 w m REWEW£D BY ROUGV GRADING PLAN REVISE ROUGH GRADING PLAN SURVEYING FAX(951)279-4J80 No,55534 2 REWSED LINCOLN STREET ALIGNMENT AND ADDED RCFC&WCD EMBANKEMENT PROTECTION 512020 Engineer' Inc. " z INSPECTOR DATE OF 9 SHTS ORIGINAL SHEET TO BE WITHDRAWN AND REPLACED BY THIS SHEET f- - ` * * SCALE., AS SHOWY BENCH MARK: SEE SHEET 16 FILE NO.. BRAD FAGR£LL,RCE 4392 DATE slgT CIVR f`aw• 1 REWSIONS FOR LARGER DETENTION/INFILTRAT70N BASIN,REMOVAL OF CONNECTION TO 9�2� � CITY ENGINEER U0 3 zv17 fOF CAUFO DATE' OC70BfR 2017 TO MOUNTAIN STREET, CATCH BASIN LOCAAONS,ROAD AND PAD ELEVA77ONS CITY OF LAKE ELSINORE AM/R H.FALLAHI R.C.E.NO.55534 DATE D,owA4 A'JI,95)C/'invllbvdM9 Na9M1 916-PIN-H!•V-J19.9)--1., Loyw,t:2nxJG L Sa,aC>2 12 2.13 PM P19 1 ID/TD 2017 1122 AM ON 1—Plia S E E S H E E T 7 B 154.I s '11 P o=155 454767 W AD-1558.1 ( 1 1 15 F 43.67 TF 2 Rc TgINING WALL PAo=1s 0 ° --- - - � � � (NN6ER;SEPARATE l7) 1 ) I 155.46 I I D=1546.E 1 \ 1550 I _ 1549.0 7 _ h � i '�_.... - ___ 154. T ��� *r5 fit. c PAD=1547. x1541.3 9 I T A y c as � � � L, 4s.as _ t5ea Sy/ 24 TC 2 ( i 30 RCP STORM L FAIN PIPE - - h 5, ¢ - E(STING DITCH To 549.47 62 TC 155 33- I I *15424 \ 1545.6 I, - 4- a�� 67.$ D=1 sss 3=2 33 44' .5 I TF15 .1 II Ts =7544 PAD=1550.4 9�t w 1 I PAD=155T.2 � v I L � Ih i D� I , 1 3677W J < I Q , I y-� 1441 / - I 8 - qG ---�. 1 I ..., '..,,PAD=15 .9 j / 356 I I PAD=1565.1 1 35 I I i v • PAo-�s67.1 �� I 1 �4 1 _ I _ III I PAD=156Q2 I AD=1557�, - - - 1 1 55 0 ( ) Q � -....,� N U I 1 4.4 F \ m I h 15 .67 I lyl A w / _ --- I .,.� PA 1554.4 I - t N \t LW ;0°_- _..� 6 561.0� PHIE UR I 19 T 4ss I I 15570 w � 156.5 1556.8 1554.53 N� 56.0 I 156417 TC TC TC h I I 1 3.67 x i a8 w to � - ',� t I 8 J I . � I I N fXIS7IG DI c 11 x 1548 s �I I I I 55s.3 T 1 �4 C I 3 1 1 h o 1557. FC \ 7.7 I I I I I h I 1555. TF 2 RETAINING WALL I / �1 I I I I I (UNDER sEPARAIF PE M/T) 9 _ � 40 I 1 1 PAD= 657.7 - I I AD=1566'.0 I I 1 R RCP S ORM -e�� <r54a5 NO PAD=1564.6 AD=156 3 DRAIN PIPEPAD=1 57.7 247434 II 55967 W x15 ,, h i 1 58.E c ,i NOTE; / I I _ I 1. FOR STORM DRAIN LINES AND ITS APPURTENANCES SEE TRACT NO. 31957 STORM DRAIN PLANS. 1 PAD= 558. I�, _-� 2. FOR SECTIONS SEE SHEET 2A OF 9A. 1 II hl -1549a 3. RETAINING WALLS PER.SEPARATE PLAN & PERMIT. I 1 s.6 69.. Fc " °.z i CONSTRUCTION NOTES I II I I I I 1 1 I i I I\ I 47qI1 II�1I 6 45 15 6 F 84� � , D CONSTRUCT RETAINING WA LL PER SEPARATE PLAN RAD=1578.E PAD- P D=156 .8 D=1 63.0 .3 I 1 1 dAD=1559. (UNDER SEPARATE PERMIT) I / =75511 j 156LOO TRW '\ 57 56647 1559. 83 155833 IF- EVE A_ PAD=1560.5 \ \ ai 1574.35 1 0.0E 15 5.7E l56 89 59.62 24""RCP STORM - \' \ o TC C TC TC I DRAIN PIPE yXISTING DITCH � N 1 -'1 \\ 1 �'-- I I 156233 TR 612 F '�' H NSA ER '& ASSOCIATES ■ m S E E S H E E T 4 B I - .�� I R V I N E I N C DRTaFE55, I PLANNING ■ ENGINEERING ■ SURVEYING o N S' a5 Three Hughes • Irvine, CA 92618• PH:(949)583.1010• FX:(949)583.075T�Fig, FOR REVISION� ONWARD r`J1 0 20 40 80 720 160 ' N0. 69273 DbLLMUM 04 20 2021 T Exp o6/30/22 SCALE: 1"= 40' BEFORE DAYS BEym FORE TIN N.HUY RCE NO. 69273 DATE 9rf pF V`fo�aPa TOLL FREE 1-800-422-4133 ALI A PUBLIC SERMCE BY / AJAA by IZ/15/17 UNDERGROUND SERVICE ALERT MARK RENS/ONS APPR. DATE THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY.• SEAL 'AS BUILT' 7•� t,� r C SHEET NO.. CONDIAONS OF DEVELOPMENT AND/OR CITY AND STATE LAC AND A PERMIT MAY ENGI(VEERING J57 N.SHERIDAN STREET QROFESS/ _�_ CITY I Of LAKE HANORE BE ISSUED. , Imp p(gpllyNC CORONASUITE , CALIFORNIA92880 ,\4`t`",��R H. FgLYq Fyc RCE _ ExP. DATE 6 e ,,, ,r. 2 a RENEWED BY: ��'�9 7� TEL (951)279-1800 ROUal QM&NG PLAN RH 05/26/2021 SURVE"NC FAX(951)279-4380 No.55534 - 3 REVISE ROUGH GRADING PLAN Eng(n ing, Inc. INSPECTOR DATE OF 9 SHTS ORIGINAL SHEET TO BE WITHORAWIV AND REPLACED BY THIS SHEET * * SCALE.' AS SHOINV BENCH MARK: SEE SHEET 1B f/LEN0. RENSIONS FOR LARGER DETENTION NFILTRARON BASIN, REMOVAL OF CONNECTION TO -Z•-Zm BRAG ENGINEFAGRELER RCf 4J92 DA1_' ��. N 3 I I �AgTfOF CA41F0��\P OK To � CITY ENGINEER DATE.' OCTOB£R 2017 V TO MOUNTAIN STREET, CATCH BASIN LOCATIONS,ROAD AND PAD CLEVA77ONS CITY OF LAKE ELSINORE AMIR H.FALLAH/ R.C.E. NO.55534 DATE powinb.R:IJtA116 Find WMNg Rov9A 5t6 MN-RGo-J19.9)-pM dw9 (mil:TIxJ5 f .wwN.6 Bt>(B:W AN %efNd t0 M Ot]ti:TAN By Na✓br PAxler S E E S H E E T 8 B �i ACCESS EASEMENT PER TR 31957 ©AN EASEMENT POR ACCESS PURPOSES IN FAVOR OF EARL W. JOHNSTOF =)e2o4 AND MERLE A. JOHNSTON REVOCABLE?RUST AND THE FAMILY TRUST OF EARL W. AND MERLE A. JOHNSTON REVOCABLE TRUST, RECORDED �., 00 YR ODPLAIN ,,, __ _ ) 5/2, 18 AS INSTRUMENT N0. 2018-0170868, O.R. UNDA ONA �534E`' .� i / / / S IN FAVOR OF JENNIFER C.F. I, / , ACA Q AN EASEMENT FOR ACCESS PURPOSE CDFW IURISDICTI 24"'RCP STORM V.� x 1 2 -- CHEN, RECORDED 5/2/2018 AS INSTRUMENT NO. 2018-0170869, O.R. IN PIPE - 2 / / /T 6 /�, //� ONAL / / � ®AN EASEMENT FOR ACCESS PURPOSES IN FAVOR OF NATIONAL / BOUNDARY / EQUESTRIAN CENTERS INC., RECORDED 5/2/2018 AS INSTRUMENT NO. 1 17087Q O.R. I _- i / " 9❑AN EASEMENT FOR ACCESS PURPOSES IN FAVOR OF CURTIS L. HENRY LOT�] I AND BONNIE 1. HENRY, RECORDED 5/22/2018 AS INSTRUMENT NO. ACT BO\6 0 � � �A Rv 2018-0204984, O.R. N F I LT RAT I O N / 0 AN EASEMENT FOR ACCESS PURPOSES IN FAVOR OF WESTERN RIVERSIDE DETENTION BASIN COUNTY REGIONAL CONSERVATION AUTHORITY, RECORDED 6/19/2018 AS L 370.98'T-188.21' / 66� ' ' 0 5 �C EE D �A'I'Ly ON ( � INSTRUMENT N0. 2018-0247436, O.R. / / l t—1585 / 6�/ 6g: SH ET 9B\\ 26 / / I AN AND EASEMENT FOR S ACCESS PURPOSDED E9/2018FAVOR OF JAMES MENTR DGERS � 1y^� O. 2018-0247437, O.R. - ; - 1 c a TRACT BOU ��,�/4 � n 9/ � �� � 24' `� K Z E / a v RAIN -- I — — ��qN EAS�Ep4E T FOR POLE LINES,CONDUITS OR Z U?ERGROUND FACILITIES IN FAVOR OF CALIFORNIA L CTRIC POWER COMPANY,RECORDED DECEMBER 6,1963 / 3aS— AS INSTRUMENT NO. 28757OFFICIAL RECORDS. - / AN EASEMENT FOR POLE, ES,CONDUITS R / .9/ 13'RCP STORM \ --' H NDERGRSIUND FACILITIES IN AVOR OF CA IFORNIA / 9- A P TC --- - -- WATERfAN TELEPHONECOMPA ,l RE DE MAY4,1967 GRAIN PIPE \ k -�� 36"RCP w AS INS RUM TNO.384230E OFF�ICVALR ORDS. `~' ����C �pSG 1 SC Q � 1541.OATR I NG LU PAD 1544-r STORM )539.9 G 1L 13TRW G L=6AA 00'4-46l 4d' L-644.16'T-340.44' GRAIN PIPE )535 I � h RCFC&WCD EAS ENT `T' 50 W X / / 5�0 6 RCFC&wcD Acc s ROAD /� i > 1 x / \� / AD- 5, 9. II z RErA IN/ � WALL CDFWJURISDICTIONAL - / _ / ,`Q� / I556.DV / OG \ P D 1542 (UNDER P Mlr PAD 45.1 \ BOUNDARY_- .--, -� ��5 - '. GRAIN PIPE 0 _ \� / fh52� v �j'� � P =1s6zo ' III � L_' 1 ExisnnTCDrc / z lNlNc WALL (UNDER SEPARATE PERMIT) / 1G z8RIM % zv� V T / x154o7 / `3 TF 9 �� II Y� �� �1 �� NOTE, 755 ' / \ PAD-1562.4 I % I - \ -, I ��F 1. FOR STORM DRAIN LINES AND ITS APPURTENANCES �o SEE TRACT N0. 31957 STORM DRAIN PLANS. PAD-1560.4 I - ��� 2. FOR SECTIONS SEE SHEET 2A OF 9A. PAD 105 /\ � �� II AD- 5$W I�rI. 5 it � �� r{ TFW 2 WING WALL �k ACCESS ROAD AND EMBANKMENT PER I PAD=15 .5 I AD=1550.0 I 93 (ER PARATE IT) 2 SEPARATE RCFC&WCD PLAN AND PERMIT - PAD 1 546 / / I CONSTRUCTION NOTES - v 1 I49 G w - v z fi 11 � PAD 66.AJ' tsars �� gN3H".4Y �� 1547 So� ass 4jc 549,44 25 - - I oRAPRPIPE� L -- — EXISTING DITCH 3 1 LA S E E S H E E T 4 B HUNSAKER & ASSOCIATES _ 1 R V I N E I N C PLANNING ■ ENGINEERING ■ SURVEYING �oe�T °'NSH�°�a� Three Hughes • Irvine, CA 92618• PH:(949)583.1010• FX:(949)583.075 _�����'`J� FOR REVISION& ONWARD m O 20 40 BD 120 160 N0. 69273 DI/1L InI•Il41N Ic E.p-0/30/22 Q DAYS ME �� 04/20/2021 �T SCALE: 1"= 40' 9j ?P YW DIC YOU DIC TIN N.HUY CIV RCE N0.69273 DATE FOF Cq IL LI Fo TOLL FREE 1-800-422-4133 A PUBLIC SERVICE BY (� Jj•I/$�/io & 4)06 OV IZ/13//7 UNDERGROUND SERVICE ALERT 7s MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY., SEAL FESS/ONq `AS BUILT" CITY OF LAKE ELSINORE SHEET ND.. CONDInONS OF DEVELOPMENT AND/DR CITY AND STAT£LAWS AND A PERMIT MAY MNURING 357 N. SHERIDAN STREET QRO BE ISSUED. ( pq�g/yI�MNG CORONAf SUITE 11 7CALIFORNIA 92660 ,�. ��R N FAL<y2c RCE fXP. DATE T"CT 31957 7 B 3 REVISE ROUGH GRADING PLAN RH 05/26/2021 TEL.(951)279-1800 tie g RENEWED BY.' RN SMVMNG FAX(951)279-4380 No.55534 OF 9 SNTS 2 REVISED LINCOLN STREET ALIGNMENT AND ADDED RCFC&WCD EMBANKEMENT PROTEC77ON 5/2020 Engine Tng,Inc. INSPECTOR DATE ORIGINAL SHEET TO BE WITHDRAWN AND REPLACED BY THIS SHEET &4k `!`'�r✓ �^-� * * SCALE,; AS 94OW BENCH MARK SEE SHEET 1B FILE NO.. REVISIONS FOR LARGER OETENnON%NFILTRATION BASIN,REMOVAL OF CONNECTION �Z�2 20 BRAD FAGRELL,RCE 4392 DATE �\ `\ s ,�f� srgrf CIVIU 1 CITY ENGINEER y OF CALIF DATE: OCTOBER 2017 TO MOUNTAIN STREET; CATCH BASIN LOCARONS, ROAD AND PAO ELEVATIONS I CITY OF LAKE ELSINORE AM/R H.FALLAHI R.C.E. ND.55534 TA IF p/ONM1IV;•'1319sISIfmal�a+Ny Pm,yh{516-11-—-JIASX-.7) Iny 1)4xJ6 I. —10 1.71 I>415511 Pl 117» 7 7 9:J77 7 777 AN EASEMENT FOR HA L ROAD AND INCIDENTAL ' is PURPOSES IN FAVOR O ELSINORE READY MIX Nq A PAR COMPANY,INC.,REC RDED SEPTEMBER 25,1998 AS INSTRUMENTNO.4 017 OF OFFICIAL RECORDS. / EXISTING LOT LINE _. TRACT BOUNDA BARRICADE(TYP) PERSTREET IMPROVEMENT PLANS ' 110 _- 1 , J//j111 DRAIN .� / L P�I1,1 P / �i �/ * ,g:,•/,/ a� EX1S71NG N, / RIB' RCF&W ACC£S CDFW;JURISDICTIONAL � 1 , BOUNDARY. RCFC&WCD EASEMENT) / ,�;.' / S 1 / > z ThACT BOUNDARY 36RCP'STORM I ULI849:31.. .... ORAIN , URPOSES IN FAVOR OF ELSINORE READY M X EASEMENTFOR HAULROADANDINCID NTAL � _ X P 'COMPANY,INC,RECORDED SEPTEMBER 2,1998 AS _ \. ;..INSTRUMENT NO.410017 OF OFFICIAL R ORDS. ,,9 a> �• 100 VR fLOODPLAIN INUNDATION AREA ✓ 24"RCP STORM DRAIN P/PE \ CDFW JURISDICTIONAL BOUNDARY LOT G \ TRACT BOUNDARY NOTE INFILTRATION 1. FOR STORM DRAIN LINES AND ITS APPURTENANCES - - -�• / // / DETENTION BASIN. SEE TRACT NO. 31957 STORM DRAIN PLANS. -I 2. FOR SECTIONS SEE SHEET 2A OF 9A. SEE DETALS®N / 3. RETAINING WALLS PER SEPARATE PLAN & PERMIT. SH�ET 9B\ NOT A PAR. PERMIT 1 .24"RCP STORM S BUILD NG a CONSTRUCTION NOTES / ( r� < / SETBA�CKZONE Q TRACTBOUN�DARY / �' °' DRAIN 4: r1 ^�' S� �� �/ / " / �v aoulTSOR � =b,: ;n_ /� .. A� \ v �� JRT 0 20 40 80 120 160 DUL TWO WORIK DAYS BEFORE SCALE: i"= 40' BEIMYOU DIG YOU DIG TOLL FREE 1-800-422-4133 A PUBLIC SERVICE BY A OQ, $/ryV2p Q UNDERGROUND SERVICE ALERT rV ��Q (�V fZ /!S//7 Lam! MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN.REV7EWEO FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY SEAL "AS BUILT" SHEET NO.. COND/TIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT MAY ENGINEIXJ/YG 357 N SHER/DAN STREET QROFESS/ON CI]?'Of LAKE ELSINORE BE ISSUED. SU17E 117 ���� RCf EXP. DATE 8 B 1 LAND PLANNING CORONA, CALIFORNIA 92880 9y�� REV7EWE0 BY. TMCT 3V37 V B TEL (951f 279-1800 XO(/GHGIZADIWCPMN SURVE}7NG FAX(951J 279-4380 No.55534 n 2 REVISED LINCOLN STREET ALIGNMENT AND ADDED RCFC&WCD EMBANKEMENT PROTECTION 512020 / Engin ring,Inc. a INSPECTOR DATE OF 9 SHIS ORIGINAL SHEET TO BE WITHDRAWN AND REPLACED BY THIS SHEET `/-Is * * SCALE.- AS SHON?V BENCH MARK: SEE SHEET 1B FILE NO. BRAD FAGRELL,RCE 43920 DATE \(�'''� sl CIVIC Al REVISIONS FOR LARGER DETEN770NIINFIL IRA 77ON BASIN,REMOVAL OF CONNECTION q.Z�2o26 CITY ENGINEER \' \` `� 2617 ATfOF CALIF DATE: OCTCBER 2017 TO MOUNTAIN STREET, CATCH BASIN LOCATIONS,ROAD AND PAD ELEVATIONS CITY OF LAKE fLS/NORE AM1R K FALLAHI R.CE N0.55534 DATE �1 Ma 1 R rAl/1I 10,0 AM flo1 II/7/1 710 2 AM By XaNei PBafer / i d / / 39 o J J Al _N STAE \ J --- R/W ENCE PER2 FENCE R R/W - _ 7� G SEPARATE PLAN �_ LINE E SEPAR TEPLAN �s - 1�ti ��-�- c tG 36"RCP 5� - 3 i 21 < -__f---- I 44 1530 �6 RIVEWAY PER STREET ----�---- IMPROVEMENT PLANS \ -~-- dG�G I II \ R o / 3 S 1525 l G - I 4 __ STHRRA BRA NS �� i° - o w �OTtf'i5� PER \ I SEP "RA E PLAN 5523 I I 20 8 I' 1 EN I NL' I INLET STRUCTURE PE E PE ti ES STORM DRAIN PLANS ' I;� f t,: SE ARAT PLAN WIDE y: 15' II TRACT BOUNDARY NLET STRUCTURE PER STORM DRAIN PLANS,, LOT(a' w / FS v v v A DETENTION/INFILTRATION BASIN / / /// '�� FG°Z BASIN BOTTOM=1519 `LINE A 6 36"RCP'\ L FENCE PER- �\ ,SEPARATE P AD 25.93 TC 4 ` \ _ _ ENCE PER / PROP.DRIVEWAY 25.26 FS \\ \ SEPARATE PLAN // APPROACH PER /l STREET PLAN B 7 B ° ail. \ �/ / °00000 ,4• 9 VPROP. CURB GUTTER TRACT BOUNDARY // °o °o u o \SEPAR PL yy 3p O _ / °°. VE Y PER$ REET FG / ]0 / . �.y ]t 26. TC MP OV ENT P NS Y / \ \ i u,cn � ° /•° 25.89 C 589 TOP OF 8"CURB. - 38' 5.00, FOP OF BERM 152554 O f0 20 40 6O V �� \ � 3 5.5 ENCEPER / o FS /// FS v 0``' / v C _ 152. A.. ° .:�.�\/�°.: /97.00 Apo \ \ 35.35 s SEPARATE PLAN z -- -- a oe / \ \ rp / oe SCALE 1"= 20' \ \C' / DRIVE APPROACH �QQ / PER STREET PLAN ���j �'�I RE /f`1TD 1 JJ o � � SECTION A-A �`/� CONSTRUCTION NOTES o- CONSTRUCT TYPE SA CURB PER CITYOFLAKEESINORESTD.PLANN0.203 NT$ U ETS UCTU PER So- INSTALL 18'x18"BROOKS BOX OR EQUAL )0 INSTALL 6"THICK GROUTED RIVER ROCK S ORM DAIN/PLA�N Duu nvo v�roRa�c N / \ BEFORE DAYS BEFORE o- INSTALL 12"DIA.P.V.C.PIPE ]] CONSTRUCT 6"THICK CONCRETE W/It4 REBAR @ 12"O.C.EW. / Y OLL�REE -$pQ-¢oU¢q 33 o- CONSTRUCT 15'WIDE ACCESS ROAD 3"AC ON 4"AGGREGATE BASE p CONSTRUCT EMERGENCY SPILLWAY PER DETAIL ON SHEET 9A 0 5 10 20 /30 A PUBLIC SERVICE BY 8O— CONSTRUCT 4"AGGREGATE BASE TURNAROUND AREA 12 EMERGENCY SPILLWAY UNDERGROUND SERVICE ALERT avq S20 A A106OV 12/15/17 SCALE: 1" = 10' Scale: 1"=10' MARK REV75IONS APPR. DA 7E THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL OFESS/n AS BUILT' CITY or! KE E/ I ORE SHEET N0.- CONDIRONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT MAY &G7NE&ING 357 N. SHERIDAN STREET pR hq 1,./�! r LIfA LJ 7YVRC ^ BE ISSUED. SUITE 117 �'°� H FgT7 YF' RCE EXP. DAZE 9 B LAND PLANNING CORONA, CALIFORNIA 92880 ti Q`� vs Za REVIEWED BY: TRACT 31957 J v TEL. (951)279-1800 kouaL CRi amc PLAN SURVEYING FAX(951)279-4380 No.55534 2 REWISED LINCOW STREET ALIGNMENT AND ADDED RCFC&WCD fMBANKEMENT PROTECTION 5/2020 (� / !� gmeering, Inc. � S1 INSPECTOR DATE OF 9 SHIS ORIGINAL SHEET TO BE K17HDRAKN AND REPLACED BY THIS SHEET ,(5(� * * SCALE' AS SHOWN QENCH MARK SEE SHEET 1B FXE NO.. REVISIONS FOR LARGER DETEN77ON11AIRL TPA TION BASIN,REMOVAL OF CONNECTION TO q�2��2a BRAD ENGINEFAGRELER RCE 43920 DA7E t` Zo, sryT CIVIC 0��°" - / CITY ENGINEER � ( � FOFCAUF DAlE OCTOBER 2017 Q A Q4 TO MOUNTAIN STREET, CATCH BASIN LOCATIONS,ROAD AND PAD ELEVATIONS CITY OF LAKE ELSINORE AMIR H.FALLAHI R.GE NO.55534 DATE Q (7 Droning:R:1J195161linW\Grc#ing RovgA1516-11-—-11.7-0 d.9 Llout 24r,101 —d.10/20 201]@29 AM PloltaN 10120/2017 11,J4 AM By XaNd P—f