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HomeMy WebLinkAboutTR#31957 Rough Grading Plan / GRADING NOTES OTY 1. ALL WORK SHALL BE DONE!N ACCORDANCE WIN 774E CITY OF LAKE ELSINORE MUNICIPAL CODE CHAPTER 15.72 AND APPLICABLE STANDARDS OF LAKE. ELSINORE trANr _ AND SPECIRCA BONS AND THE LATEST ED177ON OF THE UNIFORM BUILDING CODE(UB.C.)APPENDIX CHAPTER 33. fttrAD 2 A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LASE ELSINORE,PRIOR TO ANY OPERATIONS. ROUGH GRADING PLAN TRACT 31957 COUNTY ALBERHILL J. 774E DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A.ALERT(1-800-422-4133)48 HOURS PRIOR TO FOR /RAV I GRADING. O F +p2 .. .RIVERSIDE 4. THE CONTRACTOR SHALL NOTIFY THE CITY RG/NEER/NG DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING GRADING OPERATONS ' � UNNIN 5 DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. �w -1 CON CTRU C71ON NOTES �RO)ECT y� DEER ROAD 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERT7CAL,UNLESS 07HERW�SE APPROVED,AND SHALL BE SHOWN ON 774E I B���w I '11 J 1 I V NOTES C /'/'( L 1.� PLAN I I q O1 - CONSTRUCT"V"GUTTER PER DETAIL ON SHEET NO.ILA SILO LF LOCATION o Q 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHRWISE APPROVED,SHALL BE SHOWN ON PLAN,AND Nor p PpRr 4 3 N SHALL NOT HAVE LESS THAN 90X RELATIVE COMPACTION OUT 70 THE FINISHED SURFACE a to- CONSTRUCT RETAINING WALL PER SEPARATE PLAN(UNDER SEPARATE PERMIT) 1,445 LF 6 MOUNTAIN IpRH z RAG CITYOF STREET 8 FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MOD/FIFO THREE LAYER AST.M. o-D-1557-70 TEST ( I Tj LAKE 1++ METHOD INSTALL 18"x18"BROOKS BOX OR EQUAL 1 EA ELSINONE o m a 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS SCARIFIED,AND INSPECTED BY THE GRADING INSPECTOR AND APPROVED INSTALL 12'DIA.P.V.C.PIPE 20 LF J SOILS 7ES77NG AGENCY PRIOR TO THE PLACING OF FILL. 10. ALL RU MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UN77L PREPARATION OF GROUND IS APPROVED BY THE SOILS MM �/ I z 5 CONSTRUCT 15 WIDE ACCESS ROAD 3"AC ON 4 AGGREGATE BASE 7,500 SF VICINITY MAP NQ A PA NOT TO SCALE ENGINEER. _I 60--- "P95EB 6HhPWTE(B 6 j MITI IiMhl 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT N07E LESS THAN}"PER FOOT FOR A MINIMUM OF 3 FEET, THEN 1X e�s'i �� 1 -� rJ 7HOMA5 GUIDE,PAGE 865, GRID F1,2006 (MINIMUM)TO FLOWL/NE OF EARTH SWALE L RIP RAP 3.441 SAN BERNARDINO&RIVERSIDE COUNTY ED177ON 12 MIN/MUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL HE iX!F CUT OR FILL SLOPE IS LESS THAN 10;AND 2X!F CUT OR FILL IS °0 I p l I' , GREATER THAN W DRAINAGE SWALES SHALL BE MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MIN/MUM OF 2'FROM THE TOP OF CUT OR 7 r a a 8 CONSTRUCT 4"AGGREGATE BASE TURN AROUND AREA 4,7345E ENGINEER'S NOTICE r/ FILL SLOPES �eEE&�76H e ] a le I] 1d PROVIDE 5'WDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. j a w ° � 90- CONSTRUCT TYPE 8A CURB PER CITY OF LAKE ELSINORE STD.PLAN NO.203 47 LF 9E 8HEET BA 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB Sl7E CY CON77 S DURING THE COURSE OF 14. PROVIDE A BROW DITCH,DESIGNED RT HANDLE 100 YEAR STORM FLOWS ALONG THE TOP OF CUT SLOPES // a w 2a I TO INSTALL 6"THICK GROUTED RIVER ROCK 80 SF CONSTRUCTION,INCLUDING SAFETY OF ALL PERSONS AND PROPER,INDE N THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT 8f LIMITED TO I & NORMAL QUIRKING HOURS, 1TIE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD 174E OWNER AND ENGINEER HARMLESS FROM ANY AND AL # m 21 I LIABILITY,REAL OR ALLEGED,IN CONNE07ION WITH THE PERFORMANCE OF WORK ON INS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE 15 NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. I Nm A 1AR1. I/ w Ee w1 p 5.. i &- CONSTRUCT 6"THICK CONCRETE WITH#4 REBAR @ 12"O.C.E.W. 1,480 SF SOLE NEGLIGENCE OF THE OMR OR ENGINEER. 16. A SOILS ENGINER SHALL BE RETAINED BY THE DEVELOPER, 70 SUPRWS£GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES w s w 28 ( 2 ALL UNDERGROUND U77LI77ES OR STRUCTURES REPORTED OR FOUND ON PUBLIC RECORDS,ARE INDICATED WTH THEIR APPROXIMATE LOCATION FOUNDA77ON REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL. I w o u 1 11 CONSRUCT EMERGENCY SPILLWAY PER DETAIL ON SHEET 9A -1 EA AND EXTENT. THE OWNER,BY ACCEP71NO THESE PLANS OR PROCEEDING WTH THE IMPROVEMENTS HEREON,AGREES TO ASSUME LIABILITY AND T o •ae i HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESUL77NG FROM THE EXISTENCE OF UNDERGROUND U77LI77ES OR S7RUMVIES NOT f7. GRADING CERTFTCATION BY THE DEVELOPERS pVL ENGINEER AND FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO I >n +° a a M 16 REPORTED OR INDICATED ON PUBLIC RECORDS OR THOSE CONSTRUCTED AT VARIANCE WIN REPORTED OR RECORD LOCA77ONS:THE THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS 7 11 w+ COVTRACTOR IS REQUIRED TO TAKE DUE PRECAU77ONARY MEASURES TO PROTECT THE U77LI77ES OR S7RUC7URES SHOW)AND ANY 07HER w wa asp a ea m a n FOUND AT THE SITE.lT SHALL BE THE CON ACRPS RESPONSIBILITY TO NORFY 774E OWNERS OF ALL U77LI77ES OR STRUCTURES CONCERNED 18. THE SOILS ENGINEERING INWSIIGA77ON DATED OCTOBER 22,2019,PREPARED BY GE07EK,INC.SHALL BE CONSIDERED A �8�>�I / I BEFORE STARTING WORK. PART OF THIS GRADING PLAN AND SHALL BE IN COMPLIANCE I F w E]V sl - ' a 28 j J. 174E ENGINEER PREPARING THESE PLANS WLL NOT BE RESPONSIBLE FOR,OR LIABLE FOR UNAUTHORIZED CHANGES TO�USES OF 77/ESE 19. A REGISTERED CIVIL ENGINER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATON. WHERE SPECIFIC �I Nor A � �/ yY � a ��«m � B Ito I, PLANS ALL CHANGES TO THESE PLANS MUST BE IN WRRING AND MUST BE APPROVED BY 7NE PREPARR OF THESE PLANS ELEVA77ONS ARE REQUIRED, THE ELEVA77ON(WITH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN. !F AN ELEVA77ON WITH RESPECT TO I a I m at I ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. is j/ p ✓>e T 7w ro « ICI a2 I 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY.CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFVNG ALL I QUANTITIES PRIOR TO BIDDING FOR CONS7RUCRON. 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE REID PRIOR TO COMMENCEMENT OF ANY CONSTRUCTON/GRADING. I // ® 79 tm 2f. STABILITY CALCULATIONS WTH A FACTOR OF AT LEAST t 5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING // , « wa a ae n a >a ,e n >s NPDES INSPECTION NOTES DEPARTMENTS FOR CUT AND FILL SLOPES OVER JO'IN VER77CAL HEIGHT - -- If'=No.zaav17 pare 1. CONSTRUC7ON Sl7E BEST MANAGEMENT PRAC77CES(BMPS)FOR THE MANAGEMENT OF 5TORM WATER AND NON-STORMWATR DISCHARGES 22. A FINAL COMPACTION REPORT WLL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT / / SHALL BE DOCUMfN7E0 ON THE GRADING PLAN WHICH THEREBY BECOMES THE SITE STORM WATER POLLUTION PREVENTION PLAN(SW'PP). 23 /F STEEP SLOP/TUG TERRAIN OCCURS UPON WHICH FILL IS 70 BE PLACED,17 MUST BE CLEARED,KEYED AND BENCHED INTO FIRM NATURAL I( , ARRANGEMENTS SHALL BE MADE BY THE DEVELOPER TO RETAIN THE SWPPP ON THE A997E THROUGHOUT THE DME OF CONSTRUCRON. SOIL FOR FULL SUPPORT. PREPARA77ON SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. - - -- /A/DEV A A A P SCALE.' 1"=300' 774E IMPLEMENTARON AND MAINTENANCE OF S17E BMPS IS REQUIRED TO MINIMIZE JOBSITE EROSION AND SEDIMENTATION.CERTAIN LIMPS SLOPES GREATER THAN 5.1 ARE REQUIRED TO BE KEYED AND BENCHED. r-I-� 1 TY /� FV//1 I iiiii MADE TTHE�DEVELOPERMA Y BE REQURED TO MAIN IN PLACE THROUGHOUT THE YEAR TO MAINTAIN THOSE BMPS THROUGHOUTOTHE 77ME OF CO MINIMIZE AS7RUCRON AND IMENTARON ARRANGEMENTS SHALL BE 24. THE SOILS ENGINEER SHOULD INSPECT THE CON57RUCR0N/N THE FOLLOWING STAGES: 0 300 600 900 1,200 A. UPON COMPLETION OF CLEARING AND DURING£XCAVATON AND BEFORE SACKFILL OF ALLUVIAL,COLLUWAL,AND TERRACED AREAS AND ANY - 2. EROSION CONTROL PUPS SHALL BE IMPLEMENTED AND MAINTAINED TO MINIMIZE THE ENTRAINMENT OF SOIL IN RUNOFF FROM DISTURBED SUBSTRUCTURES OWNER/APPLICANT SOIL AREAS ON CONSTRUCRON SITES B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND FILLING OPERATIONS. C DURING lNSTALLARON OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. 3. SEDIMENT CONTROL LIMPS SHALL BE IMPLEMENTED AND MAINTAINED TO MINIMIZE 7Nf TRANSPORT OF SOIL FROM THE CONSTRUCTION Slit.D. WHEN ANY UNUSUAL GRADING CONDIRONS ARE ENCOUNTERED DURING CON57RUCTION. SAM RUNNING DEER,LLC LEGEND IABBREVIATIONS 4. GRADING SHALL BE PHASED TO LIMIT THE AMOUNT OF DISTURBED AREAS EXPOSED TO THE EXTENT FEASIBLE 1200 QUAIL STREET;SUITE 220 25 EROSION COWROL.ALL GRADED SLOPES SHALL BE PLANTED WIN ROSEA ICE PLANT OR ANOTHER APPROVED GROUND COVER,AT 12"ON NEWPORT BEACH, CA 92660 5 AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE POR77ON OF THE SITE THAT lS NECESSARY FOR CONSTRUCTION. CENTER. SLOPES OVER 15'IN WER77CAL HEIGHT IN ADDlTON TO GROUND COVER,SHALL BE PLANTED WTH APPROVED TREES SHRUBS OR CONTACT.' ERIK LUNDE AC, ASPHALT CONCRETE - PRO ER TY THE CON57RUC77ON SI7E SHALL BE MANAGED 70 MINIMIZE THE EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND COMBINARONS THEREOF. SHRUBS SHALL BE PLANTED AT 10'ON CENTER TREES AT 20'ON CENTER,•COMBINARONS 15'DN CENTER AC,AC ACRE PROPERTY LINE SCHEDULING OF GRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION. SLOPES OVER X IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRR/GA 77ON SYSTEMS WTH BACKFLOW PREVENTION DEUCES PER U.B.C. PHONE: (714)318-3500 - A.B. AGGREGATE BASE RIGHT OF WAY ACOE ARMY CORPS OF ENGINEERS PROPOSED L07LINE 6. ONCE DISTURBED,SLOPES(TEMPORARY OR PERMANENT)SHALL BE STABILIZED IF THEY WLL NOT BE WORKED WTHIN 21 DAYS. DURING 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED 70 PR07ECT ADJOINING PROPERTIES DURING THE CIVIL ENGINEER BC BEGIN OF CURVE PROPOSED WATER THE S70RU SEASOV,ALL SLOPES SHALL BE STABILIZED PRIOR TO A PREDICTED STORM EVENT. CONSIPUC77ON SITES SHALL BE GRADING PROJECT. CB CATCH BASIN PROPOSED STORM DRAIN REVEOETA70 AS EARLY AS FEASIBLE AFTER SOIL DISTURBANCE K&A ENGINEERING, INC. CALIFORNIA DEPARTMENT OF PROPOSED SEWER 27 APPROVED EROSION PREVFNTARIE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT COFW FISH AND MLLUFE 7 DRAINAGE CI SOIL SHALL A PROPERLY CONTAINED TO RUNOFF HATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE 70 STREETS, THE END OF EACH DAYS WORK DRAINAGE FACILITIES OR ADJACENT PROPERTIES VA RUNOFF,.VEHICLE TRACKING OR WIND. 357 N.SHER/DAN STREET, SUITE 117 C/1,Cl, ¢ CENTER LINE PROPOSED RECYCLE WATER CORONA, CA 92860 C&G CURB AND GUTTER 0.5% STREET GRADE&FLOW DIRECRON 28 ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS PHONE. -700_/PROPOSED CONTOUR & CONS7RUCTION SITES SHALL BE MAINTAINED IN SUCH A COND177ON THAT A STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE ' (951)279-1800 CY CUBIC YARD SITE.DISCHARGES OTHER THAN S70RMWATER(NON-STORMWATR DISCHARGES)ARE PROHIBITED,EXCEPT AS AUTHORIZED BY AN INDIVIDUAL 29. THE LOCA RON AND PROTECTION OF ALL U77LI77ES IS THE RESPONSIBILITY OF THE PERMIT/EE DIt DA AIGHr ^703-/EXISTING CONTOUR NPDES PERMIT,, THE STATEWDE GENERAL PERMIT-CONSTRUCRON ACTIVITY.POTENTAL POLLUTANTS INCLUDE BUT ARE NOT LIM17ED TO, DWY DRIVEWAY Y TOP OF SLOPE SOLID OR UQUID CHEMICAL SPILLS WASTES FROM PAINTS STAINS,SEALANTS SOLVENT$DETERGENTS GLUES LIME,PESTICIDES; JO, AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TME. £.A.,EA EACH -L TOE OF SLOPE HERBICIDES FERTILIZERS, WOOD PRES£RVA RtES AND ASBESTOS FIBERS PAINT FLAKES OR STUCCO FRAGMENTS;FUELS OILS LUBRICANTS, 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SIZE FROM BEGINNING TO COMPLERON OF GRADING OPRARON SOILS ENGINEER EC END OF CURVE AND HIDRAUUG RADIATOR OR BA FIERY FLUIDS.'CONCRETE AND RELATED CUTRNG OR CURING RESIDUES F10ATABLE WASTES,' WASTES EP END OF PAVEMENT ® PROPOSED RETAINING WALL FROM:ENGINE/EQU/PMENT STEAM CLEANING OR CHEMICAL DEGREASING• WASTES FROM STREET CLEANING'AND SUPER-CHLORINATED POTABLE WA MR FROM LINE FLUSHING AND TESTING. DURING CONSTRUCTION,DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A 32. ALL SLOPES SHALL BE PLAN7ED AND IRRIGA7701V FACILITIES SHALL BE PROVSED FOR ALL SLOPES IN EXCESS OF J FEET WER77CAL HEIGHT GEOTEK,INC. EO EXlS77NG GROUND SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FROM P07EN77AL S70RMWA7ER RUNOFF WIN UL77MAIE WRHIN 90 DAYS AFTER COMPLE77ON OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINGRE GRADING ORDINANCE 1548 NOR77Y MAPLE STREET EX,EXIST. ENSRNG � PROPOSED STREET LIGHT DISPOSAL IN ACCORDANCE WITH LOCAL,STATE AND FEDERAL REQUIREMENTS. NO.882 PR/OR TO THE APPROVAL OF FINAL INSPECTION. CORONA, CA. 92880 FH FIRE HYDRANT 33 ANY CONTRACTOR PERFORMING WORK ON THIS PROECT SHALL FAMILIARIZE HIMSELF WTH THE 517E AND BE SOLELY RESPONSIBLE FOR ANY CONTACT.' ANNA M.SCOTT FG FINISH GRADE C� PROPOSED FIRE HYDRANT 9. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CON57RUCRON Sl7E AND MUST NOT BE DISCHARGED TO DAMAGE TO EXIS77NG FACIL(RES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPRATONS WHETHER OR NOT SUCH FACILITIES ARE SHOW) (951)-710-1160 FL FLOWINE _ RECEIVING WATERS OR THE LOCAL STORM DRAIN SYSTEM. ON THESE PLANS FM FORCE MAIN DAYLIGHT LINE RECEIVING APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS,WASTES,SPILLS OR RESIDUES SHALL BE IMPLEMENTED TO ELIMINATE OR J4. THE DES1 N ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FIN/SHED PAD,PRIOR TO ROUGH GRADING APPROVAL. FS FIN/SHED SURFACE ______ PAD LIMIT LINES REDUCE TRANSPORT FROM THE SITE TO STREETS DRAINAGE FACILITIES,OR ADJOINING PROPERTIES BY WNO OR RUNOFF. GB GRADE BREAK EARTHWORK QUANTITIES HP HIGH POINT DIREC71ON OF FLOW It ALL CONSTRUCTON CONTRACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BMPS AND GOOD COMMPLETIPLE77 ON DfLEMBER 202 35. APPROX/MATE DAIS OF.' BE OPERATION. JU02 0 2020 LF,LF LINEAL FEET HOUSEKEEPING MEASURES FOR THE PROJECT 97F AND ANY ASSOCIATED CONSIRUC77ON STAGING AREAS. RAW CUT. 113,400 CY LN LANE LOT NUMBER - 72. DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERlNG GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION 36. NO ROCK OR 07HR IRREDUCIBLE MATERIAL WIN A MAXIMUM DIMEN57ON GREATER THAN 3"WLL BE PLACED IN FILLS WMIN ROADBED AREAS LP LOW POINT SITE IS PROH917E0.DISCHARGING OF CONTAMINATED SOILS VA SURFACE EROSION IS ALSO PROHIBITED.DISCHARGING NON-CONTAMINA70 OR 3'OF FINISH GRADES,UNLESS THE LOCATION,MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. RAW FILL: 117,300 CY LS LANDSCAPE A LETTERED LOT GROUNDWA7R PRODUCED BY DEWATRING ACRVRES MAY REQUIRE A NARONAL POLLUTANT DISCHARGE EIIM/NARON 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. AI N MINIMUM P=1300.0 PAD ELEVA77ON NOTES TO CONTRACTOR MH MANHOLE DETAIL 13. BMPS SHALL BE MAINTAINED AT ALL TMES. IN ADDITION,BMPS SHALL BE INSPECTED PRIOR TO PREDICTED STORM EVENTS AND 38, GRADING PLANS WLL NOT BE APPROVED UNRL ALL RETAINING WALLS ARE APPROVED BY TIE BUILDING DEPARTMENT. FOLLOWING STORM EVENTS N.A.P. NOT-A-PART 39, THIS SITE HAS OBTAINED A NATIONAL POLLURON PREVENTION ELIMINATION SYSTEM(NPDES)PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL I, ROUGH GRADING SHALL BE COORDINATED WIN CONSTRUC7ON OF LINCOLN STREET NTS NOT TO SCALE SHEET NUMBER 14. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY,ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND STORM WATER DISCHARGES PA PROPERTY LINE PROPERLY DISPOSED OF IN TRASH OR RECYCLE BINS EMBANKMENT TO MINIMIZE FLOODING POTENTIAL FROM RICE CANYON CREEK. NPDES WILD 18 33080406 DAZE PERMIT/SSUf0:7/1 f/17 PROP. PROPOSED �. .PROPOSED 100 YEAR' 4O ORA/NGE EASEMENTS,WLL of KEPT CLEAR OF ALL OBSTRUCTIONS. NO BUILDINGS OR.WALLS SHALL BE PLACED W7H/N EASEMENT LIMITS 2• ROOD CONTROL BERM ADJACENT TO RICE CANYON CREEK SHALL BE PROTECTED R/W,RW RIGHT OF WAY FEMA FLOODPLA/N y IN PLACE FOR AS LONG AS POSSIBLE BEFORE BEING DISTURBED BY ROUGH R RADIUS WATERS OF THE STA 7E SHEET INDEX TEMPORARY IMPROVEMENTS ARE SUB,IE'CT TO REMOVAL AT OWNER'S EXPENSE. GRADING ACTIVTIES SCE SOUTHERN CALIFORNIA EDISON 0 (GDFW✓URiSDiCRON) BENCH MARK.- O SOILS ENGINEER'S CERTIFICATE: SO STORM DRAIN WATERS OF THE US BENCHMARK.• BM B-95-61 SHEET 18 TITLE SHEET S SEWEROm SHEET ZB SECTIONS (ALOE JURISDICTION) ELEV=1271.76 NGVD29' SHEET 38 BECKONS D�11 O � THESE GRADING PLANS HAVE BEEN REMEWED BY THE UNDERSIGNED AND FOUND TO BE V,SF SQUARE FEET PROP ROCK(RIP-RAP) DESCRIPTION: FROM THE APPROXMA7E SHEET 4B DETAILS )) p�,, � CHANNEL OR RETENTION INTERSECTION OF COLLIER AVENUE AND NICHOLS SHEET 58 RIX/pH GRADING PLAN IN CONFORMANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS OUTLINED IN THE S` a "r SW SIDEWALK ROAD 175 FEET SOUTHEASTERLY ALONG COLLIER SHEET 6A ROUGH GRADING PLAN S01 GE OGIC RECONNAISSANCE REPORT PREPARED Fat THIS DEVELOPMENT. TC TOP OF CURB AC PAVEMENT REMOVAL AND 38 FEET NORTHEASTERLY TO BENCHMARK. SHEET 78 ROUGH GRADING PLAN (yr Tpjt ulp/f'• SHEET BB ROUGH GRADING PLAN DIAL �SA��(/' - TIP. VER77CC A FEET SOUTHERLY R LIGHT STANDARD B. SE SHEET 98 ROUGH GRADING PLAN BEFORE DAYS BEFORE Mom) * 2042 * W WERTCAC CURIE AND 10 FEET SOUTHERLY TH END OF CURB. SET. YOU DIC ��F0T `pa•`e W WATER CHISELED SQUARE ON NORTHEASTERLY CURB. ECHN TOLL FREEPUBLIC SERVICE BY422-4133 p �TF A OFCAUF'O WDID#8 33C380406 UNDERGROUND SERVICE ALERT ® > �•� $ 5/4G L'a &06 BY 12/td/f7 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPR/A1£ PREPARED BY.• SEAL AS BUILT" SHEET N0. - CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT MAY ENGINEERNVG 357 N. SHER/DAN STREET pROEESF'q Of lJ'11�E ram-■/IYIJAF BE ISSUED. �( M4a 3W 1 B ■` I (,CHID P(ANN/NC CORONA, 92B80 ��� H� Fq�9s cm REVEI�D BY: £�• DATE TEL.(951)279-1800 ROL04 OL40 C PLO $(/le�llll`. FAX(951J 279-4380 � No.55534 REVISED LINCOLN STREET ALIGNMENT AND ADDED RCFC&WCD EMBANKMENT PROTECTION 5/2020 i-I(-i� " * * SCALE: AS SHOW) BENCH MARK,.SEE SHEET 18 FILE NO. OR/ANAL SHEET TO BE WITHDRAWN AND REPLACED BY THIS SHEET c 'rl CIVIL Q REVISIONS FOR LARGER DETENTION NFIL IRA TON BASIN,REMOVAL OF CONNECT/ON BRAD FAGRELL,RCE 43920 OAT£ • H 3 ZO I'1 OF CA%kF/! q�2�Zp26 CITY ENGINEER DA71' QCT08fR 2017 �9 TO MOUNTAIN STREET, CATCH BASIN LOCATIONS, ROAD AND PAD ELEVAT(O7NS I CITY OF LAKE ELSINORE AM/R H.FALLAH/ R.C.E. NO.555J4 DATE v'1 Uawbg:R JIB316 find G1eMn9 I.,5 -IN-1C -J-1-pa1.dug 1-1?'-L - 11.111'g1,I: Au vio�led.I/ I>I MI A -,+e,11711i 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 5 B 19 I) I \\ I I ACCESS EASEMENT PER TR 31957 i 23 v y48 47 i 46 r-+�o=lssl.o 1 I li _ ©AN EASEMENT FOR ACCESS PURPOSES IN FAVOR OF EARL W. JOHNSTON fAD=.1590.4 D='1583.7 PAD=1579.E I I PAD-1575.3 AND MERLE A. JOHNSTON REVOCABLE TRUST AND THE FAMILY TRUST OF I EARL W. AND MERLE A. JOHNSTON REVOCABLE TRUST, RECORDED i I 1 1 r ( i I I u,• l l °, !l ^-^-..z� _ 1 I V I 5/2/2018 AS INSTRUMENT NO. 2018-0170868, O.R. 2 >.- `� - �` _ - _.,- _ \\ _\VI I I I, MAN EASEMENT FOR ACCESS PURPOSES IN FAVOR OF JENNIFER C.F. /o / /- / - - _�---— — _ CHEN, RECORDED 5/2/2018 AS INSTRUMENT NO. 2018-0170869, O.R. PAD 1`593..2 �� --- - -- ®AN EASEMENT FOR ACCESS PURPOSES IN FAVOR OF NATIONAL TC o o EQUESTRIAN CENTERS INC., RECORDED 5/2/2018 AS INSTRUMENT N0. 12 \ ��} `�' 7 3—®I "f_ 2018-0170870 O.R. BRCH' ANE':, \. _ o ❑9 AN EASEMENT FOR ACCESS PURPOSES IN FAVOR OF CURTIS L. HENRY SECTIONILINE OF CENTER SOUTH y�t 7p /C /59�40 .N _T_ _�\ ...... __: AND BONNIE L. HENRY, RECORDED 5/22/2018 AS INSTRUMENT NO. %o % � I o - 201 B-D204984, O.R. EAST 1/16 CORNER OF SEC.28 — / �� S• / /� -I - r—_ 10 AN EASEMENT FOR ACCESS PURPOSES IN FAVOR OF WESTERN RIVERSIDE i 3s /Q 21 I �� m� COUNTY REGIONAL CONSERVATION AUTHORITY, RECORDED 6/19/2018 AS PAD 1595.6 I \ I \ I INSTRUMENT NO. 2018-0247436, O.R. 11 AN EASEMENT FOR ACCESS PURPOSES IN FAVOR OF DAMES RODGERS 60 I.. \ AND JULIE RODGERS, RECORDED 6/19/2018 AS INSTRUMENT N0 PAD1596.2 . I � c I \ 1 61 62 ( \ 12018-0247437, O.R. : I I \ \ �: PAR=1582.7 _ 6 ct PAD 1578.9 g9 /O - I I PAO 15T 5 NOT A PART ti� / 5fD /o I N n I I �\I 2 Q 22 � - --- --- I I vv -; PAD=1598.E I �, ... L 574.35'T-300.12' DA /� II 11 ' I I ` INUNDATONAREA 0 3D PAD, 1598.E I I 60.02 702 NOT A PART � / / u �/ o 50 / PAD=1 606.E / 1�I i PAD7Os 1 69 62.7 ti I PAD=157F71 w TRACT B DARY , 49 I w �� v,,, /. // 5i ♦c '...\ �� ��\ / / PAD=1683.4 .PAD=1599.5 �I II PAD�99.7 4 h I I CDFW JURISDICTIONAL BOUNDARYLn 57 1-3 PAD=16003 �. 40.38F5zar, i 1 OAK GROVE WAY 9 PAD=1608.2 52 %/ \\\� 56 PAD== 601.0 �'9p PAD=1606.9 53 PA=1605.s 7,� I 54 1 C� vv 1e Pa r 73 74 PAD=1603.8 55 I\\ / PAD=1583.4 ,I P D-157£ PAD=1601.8 \ / PAD=1582.8 A �1 I / p G cRAaEB RCFC&WCD EASEMENTAK�� VA - - RCFC&WCD ACCE S ROAD s \\ s , I TO BENREMOIFED '. EXISTING RETAINING WALL EX1�TING FENCE --� - '-- --T' j ry � °+ ( AND FENCE PR07ECT IN Q TRACT BOUNDARY TO w<?E REMOVED "'? \" yt� " PLACE EXISTING FENCE >lI 7 PROPOSED"V"GUTTER AND �.PR07ECT IN PLACE O PROPOSED"V"GUTTER AND -r. _ OFF-SITE RIGHT TO ENTER AND O OFF-SITE RIGHTTO ENTER AND AN EASEMENT FOR HAUL ROAD AND PER SITE RIMPROV ENTER AND EXISTING FENCE INCIDENTAL PURPOSES IN FAVOR OF ELSINORE PERFORM IMPROVEMENT WORK ) CURB PROTECT PERFORM IMPROVEMENT WORK PERFORM IMPROVEMENT WORK'. PER AGREEMENT BETWEEN PER BETWEEN PER AGREEMENT BETWEEN PLACE READY MIX COMPANY,INC.,RECORDED LAKE ELSINORE UNIFIED SCHOOL LAKE ELSINORE UNIFIED SCHOOL LAKE ELSINORE UNIFIED SCHOOL SEPTEMBER 25,1998 AS INSTRUMENT NO. i I I DISTRICT(LE.U.S.D.)AND LAKE DISTRICT(LE U.S.D.)AND LAKE 410017 OF OFFICIAL fl RECORDS. DISTRICT(LE.U.S.D.)AND LAKE ELSINORE 80 SFR,LLC,DATED ,. ELSINORE 80 SFR,LLC,DATED I LSINORE 80 SFR,LLC,DATED , 0 20 40 80 720 160 SEPTEMBER 21,2006. SEPTEMBER 21,2006. 4� SEPTEMBER 21,2006. l EXISTING SCHOOL SITE SCAL£ 7" = 40' NOT A PART i f NOTE; CONSTRUCTION NOTES ^5�U�"RD 1 SEE TRACT R STORM DR3195 STORM DRAIN PLAN. AIN LINES AND ITS APPURTENANCESlo-- CONSTRUCT"V"GUTTER PER DETAIL ON SHEET 2A D��J �(I fl T 2 FOR SECTIONS SEE SHEET 2A OF 9A DAL \�l�"WOWORM *ACCESS ROAD AND EMBANKMENT PER BEFORE DAYS BEFORE A SEPARATE RCFC&WCD PLAN AND PERMIT YOU DIC YOU DIC TOLL FREE 1-800-422-4133 A PUBLIC SERVICE BY S.V.$/5/20 �� b✓ 1Y��'.j��� UNDERGROUND SERVICE ALERT L1 1" MARK REW90NS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE W77H THE APPROPRIATE PREPARED BY.- SEAL "AS BUILT" CITY OF wC CLc1NO E SHEET NO.. CONDITIONS OF DEVELOPMENT AND/OR C17Y AND STA 7E LAWS AND A PERMIT MAY ENGINURING 357 N SHERIDAN STREET QROFESS/O,Vq I► r AC G J/♦ I�G BE ISSUED. FKbSU17E 117 `�� H' F4< lF ROE EXP. DATE 3 g LMDPLANNING CORONA, CALIFORNIA 92680 �2P`Q YYy�Z REVIEWED BY. NACf'31937 TEL. (951)279-1800 m ROUGH OWING PUN SURVEYING FAX(951)279-4360 No.55534 p REVISED LINCOLN STREET ALIGNMENT AND ADDED RCFC&WCD EMBANKEMENT PROTECTION 512020 Engine g,Inc: INSPECTOR DATE OF SHTS ORIGINAL SHEET TO BE WITHDRAWN AND REPLACED BY THIS SHEET & 1-11-18 * 'r SCALE.' AS SHOYN BENCH MARK: SEE SHEET 18 FILE NO. RENSIONS FOR LARGER OE7ENTlON/INFIL7RA770N BASIN, REMOVAL OF CONNECTION TO m BRAD FACRELL,RCE 43920 DATE sTgI, CIV1� �w 1 9'Z"ZoZ CITY ENGINEER \\� 11 131Z.17 FOF CAC1f�. DA TE OCTOBER 2017 TO MOUNTAIN STREET, CATCH BASIN LOCATIONS ROAD AND PAD ELEVATIONS CITY OF LAKE ELSINORE AM/R H.FALLAH! R.GE NO..55534 DATE Orormg R:1J19516\Fmdlfno0v,9—,I,"-"I —-11—-f10J.Lv0 —,TsxJb l SouA Plal'."/"/"'II:X)AN 9Y Xavbr Pllsfx S E E S H E E T 6 A � t 23 .-� I ,�48 I 4 ' I 46 � I �. � Wr qEg ti PADS 590.4 D�t583.7 I PAD=1579 6°. 1 PAD=1576.3 PAD=1566 . 1 PAR=1571.0 .7 PAR=1563:0 I \ 1 E PAD=t SI5 6 I 12, N 83 1558.33 7F I 1S'V 114 I L_T _ 15 PAD 1560.5 AN o 24' RCP STORM DRAIN PIPE �. EXISTING DITCH L-------_—.� i559..00IT 82 11 �I P—AD—=1-56-1.2 61 62 4 66 —-- I Q PAD=1saz.7 PAD-`57 .5 PAD=1570.3 I PAD=1566.0 1 PAD=1563.0 I' 564.as RW %�I O 0 J - PAD=156 U I i I I so.02 ¢ 00. • 70 ��69 �, \ ���I.'I To, so� 230,10' 80sszo:2ia 0 i CONSTRUCTION NOTES �I O ]�� PAD 1582.7 �..� PAD�1578:8 PAD=151 �-' a- CONSTRUCT V"GUTTER PER DETAIL ON SHEET NO.2A 6 8 .'75 � CONSTRUCT RETAINING WALL SEPARATE PLAN(UNDER SEPARATE PERMIT) F'AD-1575.6\ �D-9572.5 I -- 569.00 TR EXISTNG DITCHm I I �A 15682 FI I 79. 1561.67 IF i NOTE. j 1. FOR STORM DRAIN LINES AND ITS APPURTENANCES _ F 1 L_____' _ -:� ) PAD=159B.2 SEE TRACT NO. 31957 STORM DRAIN PLANS. 2. FOR SECTIONS SEE SHEET 2A OF 9A. I ^ RETAINING WALL n \ ` (UNDER SEPARATE PERMIT) �. ��� OA,KROVE WAY 7 —I 110 —�— �� 1 6s i mw � Fl 14it1.67 IF I i I 0 8'f QUITCLAIM EASEMENT,RECORDED I r--- PAD 1 66 -9 6/19/2018 AS INSTUMENT NO. 2018-0247433 AND------47434 I' I I / \ D 1500 IF72 73 74 76 ] PAD=1583.4 I PAD=1575.6 I ,PAD=1572.5 m PAD=1569.E --� n, A j I, PAD=1552.5 0 20 40 80 120 160 -- --- SCALE: 1 -- --- ---1-- it 70.00' _ �E-XI3TING FENCE - <r; - -• s.� /i - -�-� -- - - ro9EREMpvLv `� --- '— R/{6U-NTAHNSTREET - >: - --- �--- PROPOSED"V"GUTTER AND OFF>SITE RIGHT TO ENTER AND EXISTING FENCE& fi 1 TRACT BOUNDARY // REMOVE ABANDONED PERFORM IMPROVEMENT WORK CURB PROTECT IN II 1 f' POWER POLE PERAGREEMENT BETWEEN PLACE LAKEEBLSINORE UNIFIED SCHOOL NOT A PART DISTRICT(80 SFR,U-AND LAKE ELSINORE 80 SFR,LLC,DATED SEPTEMBER 21,2006.MID waac ,21 D "T BEFORE DAYS BEFORE YOU DR; YOU DR; TOLL FREE -800-422-4133 A PUBLIC SERVICE BY ✓.$/5/Zp �Qb QV 12115117 UNDERGROUND SERVICE ALERT !-..3 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REWEWED FOR COMPLIANCE WITH THE APPROPRIAIF PREPARED BY., SEAL "AS BUILT" SHEET NO. 357 N.SHERlDAN STREET QROFESS/py CITY OF LAKE ELSINORE q CONDITIONS9EID OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT MAY ' MNp�N/NG SUITE CORONA, CALIFORNIA92880 ���P�Q' FA7 qy� RCE EXP. DATE TMC-31957 4 K. TEL. (951)279-1800 REVIEWED BY., RAH LNG PLAN T LLJJ smVf"N FAX(951)279-4380 No.55534 OF 9 SHTS 2 REVISED LINCOLN STREET ALIGNMENT AND ADDED RCFC&WCD EMBANKEMENT PROTECTION 5/2020 Eng1 eying,inc, INSPECTOR DATE ORIGINAL SHEET TO BE WITHDRAWN AND REPLACED BY THIS SHEET -• _ /-//-ZS * * SCALE: AS SHOWN BENCH MARK: SEE SHEET 18 FILE NO.. RENSIONS FOR LARGER DETEN770N/INFIL TPA RON BASIN,REMOVAL OF CONNECTION TO -Z- 20 BRAD ENGINEFAGRELER RCE 4392 DATE �\ `4 3 tD17 �fgTFDF CA`1FO���P Coe 1 � CITY ENGINEER DATE.' OCTOBER 2017 TO MOUNTAIN STREET, CATCH BASIN LOCATIONS, ROAD AND PAD ELEVA7701VS CITY OF LAKE ELSINORE AMIR H.FALLAHI R.C.E. NO.55534 DATE Ora ml R'TI9516 linallP,raEing FwgA 516-11-RCP-"I"--11 (opal 79xT6 1 Sa,eA 6%/2017 10,0 AM Rlt-10 17017 11:21 A Sr Xavrer Pfister SEE SHEET 7B AN EASEMENT FOR ROAD AND INCIDENTAL O PURPSES IN FAVOROF THOMAS G.CORNWILL,ET.AL, -c.:• :- PAD=1 561.3 � ;'` RECORDED JANUARY 14,1969 AS INSTRUMENT NO.FOFFI OFFICIAL D MESNE CORDS •, ,, I � �- 5 / - _ �I � I , !DOCUMENTS OF OFFICIAL RECORDS. '�'+«. -• / 10 PAD=lsssz ( \ v y,c A h PAD,-`1569.0 DIN EXISTING / J \� \ � -2 .DIRT ROAD ` f`��-✓ i .;�_'/ / / v v a vvv n� � �'( \ ��\ 115 ROAD PAD 1572.0 �`,, \ L 644.1 T=340 44 S 0 , / / f g \\ \\ r ^ , \A =10567.4 `L / / \ \, A. \.. .r ti ry S 1 a' \ \ 3 / h / - f0+60 �1374.s ' r r \ 29' � PAD- ( I / �• �,ry � �. / A PAD=1570.1 SECTION LINE OF CENTER TH AN EASEMENT FOR ROAD ND e // / ,, , y' 21 EAST 1/16 CORNER OF C.28 INCIDENTAL PURPOSES IN F ORT°J) // ,yT, tom, 0 OF THOMAS G.CORNWILL,ET. ,.�5 r.+ j ,q, 6 \ �' RECORDED JANUARY 14,1969 AS INSTRUMENT NO.3819 AND MESNE 1^ t l DOCUMENTS OF OFFICIAL RECORDS. "Y 28 _ Sti P / / PAD=1577.1 NPAVED - ACCESS ROAD �' l 45 / 3S' � �'� \\ PAD=1573.4 / / `I' I • • OTA PART ' ¢5 \� / 2 1 37 PAD=1 Q ACCESS ROAD DETAIL ;� 1� 7 PAD=1565.8 1 tD AD=1580.1 �� PAD 2 78.1 I F- '-" �'9sQ�� a•,v, �V '�v//- / � C _ / w Lu CDPW JURISDICTIONAL / DRIV Y'ER ti• ry b h � _ (� 1.. .- .BOUNDARY STREET NS v y`'h rn. 703.g 1p029' �� � �� v I — a \ x � \ 0 10 20 40 26 SCALE' 1-= 20' LLJ 3 00 YR FLOODPLAIN PAD=1581.4 / `jurgrE N w�,1� 00 / I ( INUNDATION AREA - r; ° A_ 417 151c 111 I 11 \ ACCESS EASEMENT PER TR 31957 AN EASEMENT FOR ACCESS PURPOSES IN FAVOR OF EARL W. JOHNSTON i J/ p / 1 II AND MERLE A. JOHNSTON REVOCABLE TRUST AND THE FAMILY TRUST OF \ ry o/ / ", EARL 0 AND MERLE A. T NO. 2 REVOCABLE TRUST, RECORDED 17 � o n PAD=1584.5 / 38 / 5/2/2018 AS INSTRUMENT N0. 2018-0170868, O.R. PAD=1566.1 / L� _ / I 7❑AN EASEMENT FOR ACCESS PURPOSES IN FAVOR OF JENNIFER C.F. L / / 39 CHEN, RECORDED 5/2/2018 AS INSTRUMENT NO. 2018-0170869, O.R. 1 I I / �,'� UITCLAIM EASEMENT RECORDED PAD=1565.E ' �_ ®AN EASEMENT FOR ACCESS PURPOSES IN FAVOR OF NATIONAL l ,' l/ -_f I 70¢°°' �� 6/19/2018 AS INSTUMENT NO. � PA�- RCFC&WCD ACCE ROA .,,n«1 0 / A EQUESTRIAN CENTERS INC., RECORDED 5/2/2018 AS INSTRUMENT N0. �p() /� � � � Z � �r � � - � I ,g� N �' � 2018 0247433 AND 2018-02474 2 � � 201 8-01 70 870, O.R. - ( '� 24 L � ���_,_ — ®AN EASEMENT FOR ACCESS PURPOSES IN FAVOR OF CURTIS L. HENRY �A�5S 4 / — AND BONNIE L. HENRY, RECORDED 5/22/2018 AS INSTRUMENT N0. / (j// 1 �•'«'' I _ 2018-0204984, O.R. PAD-1589.0 \ o/ --_-- ---- - �1 �i\ ,�, ! L__� o —; l s7.ss' solo' so.50' fo 1 \ t lJ / �� / � t, y � � I ❑AN EASEMENT FOR ACCESS PURPOSES IN FAVOR OF WESTERN RIVERSIDE COUNTY REGIONAL CONSERVATION AUTHORITY, RECORDED 6/19/2018 AS 201 8-0 247436, O.R. AN EASEMENT FOR ACCESS PURPOSES IN FAVOR OF JAME5 RODGERS 19 o 1 ro ( \ o I I AND JULIE RODGERS, RECORDED 6/19/2018 AS INSTRUMENT NO. PAD 1591.0 -� 23 \ 47 o ( 2018-0247437, O.R. � \ o I o I I o I 4 1590.PAD= . Dr 1583.7 PAD=1579.6 I I \� \�\ ( PAD=1575.3- PA 20 PAD=1593-2rc 13 -- o. EqR.'H 'LANE S E E S H E E T 3 B S E E S H E E T 4 B 1NOT STORM DRAIN LINES AND ITS APPURTENANCES SEE SEE TRACT N0. 31957 STORM DRAIN PLANS. CONSTRUCTION NOTES D 20 40 80 720 760 2. FOR SECTIONS SEE SHEET 2A OF 9A. DIAL TWO WORKING BITOU DAYS BEFORE SCALE: 7" 40' = YOU DIG N YOU DR *ACCESS ROAD AND EMBANKMENT PER SEPARATE RCFC&WCD PLAN AND PERMIT TOLL FREE 1-800-422-4133 2 A PUBLIC S BY ®� / / ^ UNDERGROUND SERVICE ® ✓ ALERT / $ 20 Q VGltS AY 12/(S/!7 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL A CITY Of LAKE fLSINORE S BUILT" SHEET NO. CON017701VS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT MAY ENpNfERINC SUITE N. SHERIDAN STREET QgOFESSIOp BE ISSUED. LAND PLANNING CORONA77CALIFORNIA 9 �'3�'� LJ 2880 4e``��� H FqL y<Fyc RCE EXP. DATE 5 R R£VIEWWD BY s- TEL. (957)279-1800 Q m ROUGH GRADING PLAN SURVEYING FAX(951)279-4380 No.55534 OF 9 SHTS 2 REVISED LINCOLN STREET ALIGNMENT AND ADDED RCFC&WCD EMBANKEMENT PR07ECTION 512020 Engineer! Inc. INSPECTOR DATE � ORIGINAL SHEET TO BE N97HORAWN AND REPLACED BY THIS SHEET ( -l���O �� *sCIO P# SCALE., AS SHOW BENCHMARK: SEE SHEET 18 FILE NO.. 1 REVISIONS FOR LARGER DETENTION/INFILTRATION BASIN,REMOVAL OF CONNECTION TO 9�Z-?!n2°. BRAD RCE 43920 DATE h 3 Z01-7 TgTFOF CAU4a�� DATE' OCTOBFR 2017 TO MOUNTAIN STREET, CATCH BASIN LOCATIONS ROAD AND PAD ELEVATIONS CITY OF LAKE ELSINORE AM/R H.FALLAH/ R.C.E.NO..55534 DATE OraWnq:R�5�95161Moi�Cradlog I.",1111-P I-RGP-11I 51-Mts , [nyruf:2aeJ6 t SoeC J II l]?1J PM Pbfigd;I%TO 20�1�I'I2 nM y ann PM1sle, S E E S H E E T 7 B 15466 FG. 5,67 L'' 1. (UNDER. 1 49. 15479 FG f 11480 7F a 041 s,o� - I 92 �� Tp . 46. - ( PAD TORM9 •.z�... 2 15494 1 1 ,4 30"RCP STORM -DRAIN PIPE - �.� EXIS77NG DITCH 7L` 4 15 47 3B7%, 41.6 \7C TC =j1550.33 TRW _ 549 5 FG 1545.67 IT PAD=1549.5 7 551,2 Fq W j 1Y48KJJ7T_ 1 I � c�PAD-1545.3 32 � 1 E E � D=1553.1. PAD=1550.4 $ ' 90�. PADS=115551.2 I 15 3 67 T_8_Wj Q N 15529 FG I w 1550.J3 IF i I 89 p I j 36 LJ PAD=I552.9 U r� it PAD=1565.1 J5 34 hk PAD=1561.7 O co PAD=1557.8 I. Lf7 I N I - -- 1554.4 TRW - < 155(.67 ETA- Id _ 88 w PAD=1554.4 ----- ti 6 00 f -L- 19 4.69% ------ I 75570 TRW Z v7 % 1-g TC� rG, � ��-- 15560 FG Lu w 7 TC i A 5 3 h 155367 IF 4. 7p r ul TC 87 PAD=1556.0 L N 12 7 ----- - :,� EXISTING DITCH I-11TRW 155* FG 1555 0 IF 2 RETAINING WALL 8 ! (UNDER SEPARATE PERMIT) III I .� -_ PAD=1P57.7 _ PAD 1561,3 PAD=11557.7 �� �, � I DRAIN PIPETORM 4d I. I�� PAD 1564.4 f _ ---- - -- 15 7 TRW 1558.E FG NOT 1555.67 IF 1. FOR STORM DRAIN LINES AND ITS APPURTENANCES 85 SEE TRACT NO. 31957 STORM DRAIN PLANS. PAD 1558.E 2. FOR SECTIONS SEE SHEET 2A OF 9A. 3. RETAINING WALLS PER SEPARATE PLAN & PERMIT. yjlj I I 1560?JrRW �g p �' I 155ss�Fc _ CONSTRUCTION NOTES 47 �� �; J TR I :43 � � I h� I I557 0 Tf" � I 1n OA I CONSTRUCT RETAINING WALL PER SEPARATE PLAN ,�. 75[� I�i, _.;r z � � ADt1666.7 I � PAD=1583:0 � I I ��� I L.J (UNDER SEPARATE PERMIT) }I �;�, I I PAD1571.0 P PAD 1559.E I I I 83 15 I PAD;-15.60.5 p I -ERCH- } - I- -# 'T I -.. 24"RCP STORM " DRAIN PIP£ SEE SHEET 4 8 0 20 40 80 120 160 n7,M"w.ww«wwHn DIAL iW0 NbR19iC SCALE: 1"= 40' BEFORE DAYS BEFORE YOU DIC YOU DIC TOLL FREE 1-800-422-4133 A PUBLIC SERVICE BY Qf OA 4v m/1'5/17 UNDERGROUND SERVICE ALERT MARK REWSIONS APPR. DATE THESE PLANS HAVE BEEN REWEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY., SEAL "AS BUILT" CITY Of LAKE ELSINORE SHEET NO. CONDlBONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT MAY ENGINEERING 357 N. SHERIDAN STREET Qg0ES51pNq �� BE ISSUED. SUITE 117 �'��\� N FA4<(FZ RCE £XP. DATE UND PUNNING ORO(951J CALIFORNIA I FORNI A 92880 9y REVIEWED BY: T"CT"� TEL ROUGI GZ4aNG PMN SURVEYING FAX(951)279-4360 N0.55534 A INSPECTOR DATE OF 9 SHIS O Engin mg, Inc. ORIGINAL SHEET TO BE WITHDRAWN AND REPLACED BY THIS SHEET *`rT CIVIC SCALf.' AS SH014N BENCH MARK: SEE SHEET 18 FILE N0. REVISIONS FOR LARGER OETENRON%NFILTRATION BASIN,REMOVAL OF CONNEC77ON TO -2-2m?� BRAD ENGINEFAGRELER RCE 4391 DATE \ , 1, 3 �.1 q f Ogg / CITY ENGINEER ` T OF CALIF DAlE. OCTOBER 2017 TO MOUNTAIN STREET, CATCH BASIN LOCATIONS ROAD AND PAD ELEVATIONS CITY OF LAKE ELSINORE AM/R H FALLAHI R.CE N0.55534 DATE O 11 R L 5-A19017 10'03 AM MottM;10 17 1-AM y ouer Pll , S E E S H E E T 8 B FACCESS EASEMENT PER TR 31957 0 / EMENT FOR ACCESS PURPOSES IN FAVOR OF EARL W. JOHNSTON RLE A. JOHNSTON REVOCABLE TRUST AND THE FAMILY TRUST OF \\ . AND MERLE A. JOHNSTON REVOCABLE TRUST, RECORDED � �� YR FLQODPLAIN, I-7 I .� / / 18 AS INSTRUMENT N0. 2018-0170868, O.R. �1�� \,QMUNDATION AREA `-- - / / f`' T� / EMENT FOR ACCESS PURPOSES IN FAVOR OF JENNIFER C.F. � ,: „ 24 RCP STORM _____ ./ ,; �. � '1, A I CHEN, RECORDED 5/2/2018 AS INSTRUMENT NO. 2018-0170869, O.R. ' " / , DRAIN PIPE Af,..i / - -'S / 8 AN EASEMENT FOR ACCESS PURPOSES IN FAVOR OF NATIONAL CDFW JURISDICTIONAL ''y BOUNDARY ' %/ 1 1O f ;abr/'` / ;:,', EQUESTRIAN CENTERS INC., RECORDED 5/2/2018 AS INSTRUMENT N0. 2008-0170870, O.R. FOR ACCESS PURPOSES IN FAVOR OF CURTIS L. HENRY LOT G AND BONNIE L. HENRY, RECORDED 5/22/2018 AS INSTRUMENT NO. \ TR�CT60t�NPARY ANDS BONNIE L. O.R. 4 INFILTRATION / '1' f}�'��, / / / a _ - 1D AN EASEMENT FOR ACCESS PURPOSES IN FAVOR OF WESTERN RIVERSIDE DETENTION BASIN COUNTY REGIONAL CONSERVATION AUTHORITY, RECORDED 6/19/2018 AS 5 ICES. DF�AIL,�ON /.` INSTRUMENT NO. 2018-0247436, O.R. K SH ET 9B\ 11 AN EASEMENT FOR ACCESS PURPOSES IN FAVOR OF JAMES RODGERS AND JULIE RODGERS, RECORDED 6 19 ANDS AS INSTRUMENT N0. R 24"RCP s7gRM UICDING / SETBACK ZONE Q 41 / ,-- TRAGTBut DARY 0 q AN EASEMENT FOR POLE,LINES,CONDUITS OR ''fP ^y`�� \ Z UNDERGROUND FACILITIES IN FAVOR OF CALIFORNIA ELECTRIC POWE O PANY,RECORDED DECEMBER 6,1963 � AS INSTRUME NO. 287500E OFFICIAL RECORDS. 21 _Q AN EASEMENT FOR POLE, ES,CONDUITS R / � 4 � NDERGR UNDFACILILE, IN VOR OF CA IFORNIA _'•'n"M / // x 9 18'RCP STORM / i 1S DRAIN PIPE \ r _ w `WATER N TELEPHONE COMP A REC DED MAY 4,1967 / �'F // x _ �q, / �' /i / ', X... / '� j A < " '� �J�" �,——— � l Xl571NG DITCH AS INS RUM T N0.38423 OF OFFI RECORDS. '// �;. ,� X' , :�G \ / �� _ 1541.0 TRW i.� W , + / i / •' ,x V PA6=1544.1 /-- �� � _ � & - 38"RCP STORM 1539.9 FG , I Z N PIPE 1535.0 IF E _ DRAIN RCFC&WCD EASEMENT / '°.�r�r"/// j� / // \\ j� PAD=1544.7 �, 1 �` \ 1 ! w Y RCFC&WCD ACCESS ROAD PAD=1539.9 \ & CDFW JURISDICTIONAL / ><.�r' + ✓/ /' / �" PAD-1542.7 ` 2 RETAINING WALL r // / 7 9 1011 \ \ i / �� ," �. (UNDER'SEP RATE PERMIT) > / s. A BOUNDARY / / ^ 3 36"RCP STORM }h PAD=1545.1 �� � � DRAIN PIPE \1, I o� _ EXISTING DITC'i 8 EX15nNG DITCH -PAD=1563.E - n `154Z01R �h fi'FB. /// % % •� a I I .�� - I \ \� nA 1541.0 TF o - 94 - Y 9 I 65 q0 6064 \\ k�� ..RAO=1546:0 +�+ NOTE. / \ .,PAD=1564.3 II 7 I I I' 11 �^ ^ �' 1. FOR STORM DRAIN LINES AND ITS APPURTENANCES 112 '9j,\\ I I; PAD=1561.3 I I ""' ` SEE TRACT NO. 31957 STORM DRAIN PLANS. \\ N I I I i \ o �I 154Z67 2• FOR SECTIONS SEE SHEET 2A OF 9A. W i \ �I o I pAD-1558.1. h \ 1546.67 TF PAD 110566:2 \ I I ro I 4 1 2 RETAINING WALL �7 �k ACCESS ROAD AND EMBANKMENT PER \ \ m PAD=I nO4.1 .PAD=1550.0 \ (UNDER SEPARATE PERMIT) L SEPARATE RCFC&WCD PLAN AND PERMIT PAD�1546.6 �� �550-x� CONSTRUCTION NOTES I-b154�9 FGW L— ��i \ 1545.0 TF j PAD=1569.0 - �_ PAD=1547:9 } 154 4 154 1 .,':�•,'` /i j / / \\ / `_ 24 TO \ rc 30"RCP STORM k DRAIN PIPE # - EXISTING DITCH: Lz5zo4 S E E S H E E T 3 B S E E S H E E T 4 B j� RDT 0 20 40 80 120 160 DW TWO WORKPIC SCALE- 1"= 40' BEFORE DAYS BEFORE YOU DIC w YOU DR TOLL FREE 1-800-422-4133 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT �c MARK REVISIONS APPR. - DATE 7HES£PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY.- SEAL 'AS BUILT" CITY OF LAKE EL51NORE SHEET NO. COND177ONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT MAY ENGNE&ING 357 N. SHERIDAN STREET QROFESS/pyq BE ISSUED. SUITE 117 `vp N FAL 'el RCE EXP. DATE 7 B 1 LAND P[A/VNINC CORONA, CALIFORNIA 92880 ��Q\ � � Y9y 2 R£NEdt£D BY., a'�'� TEL.(951)279-1800 MACH G?AMNG RM SURVEYING FAX(951)279-4380 No.55534 m p REVISED LINCOLN STREET ALIGNMENT AND ADDED RCFC&WCD EMBANKEMENT PROTECTION 5/2020 Engine in9,Inc. INSPECTOR DA7E ORIGINAL SHEET TO BE WI7HDRAWN AND REPLACED BY THIS SHEET SCALE AS SHOWN BENCH MARK: SEE SHEET IB FILE NO.. BRAD FAGRELL,RCE 4392 OA1Z- CIVIU 1 REVISIONS FOR LARGER DET£NDON/INFILTRATION BASIN, REMOVAL OF CONNECAON '.Z�Zo2� CITY ENGINEER y`• Y� 3 Z��7 fOFCALIF� DATE' OCTOBER 2017 ��/ TO MOUNTAIN STREET, CATCH BASIN LOCATIONS, ROAD AND PAD ELEVA77ONS CITY OF LAKE ELSINORE AMIR H.FALLAHI R.C.E. NO..55534 DATE ci Oi F R:Jw5161n b11soor9 R-11--IN-—-1-1-001.A 1pu1,M I Sorce;101012017 155 P --11/1/1011231 Au N, o+mr-111 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. 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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 ,( � * * 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