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Home My WebLink AboutEIPC-2021-0014 SIP PLAN NO 22-146-22-185 GENERAL NOTES: 1. NOTE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UALI7Y PIPES OR STRUCTURES SHOWN ON THESE PLANS C/ T Y OF L%ffE EL S//V OF�E ONSDESCRIPT/ONE AND OUANT/TY EST/MATE 07Y UNIT WERE OBTAINED BY SEARCH OFAVA/CABLE RECORDS. APPROVAL OF THESE PLANS BY THE C17Y OF LAKE ELSINORE DOES NOT CONSTRUCT 4"A.C. OVER 6"AS.. (SEC770N TO CONS777ZITE A REPRESENTA77ON AS 70 THE ACCURACY OR COMPLETENESS OF THE LOC477ON, NOR THE EXISTENCE OR NON-EX/STENCE 0774,175 S.F. BE VERIFIED WITH R-VALUE TEST) OF ANY UNDERGROUND UTLI7Y, PIPE OR STRUCTURE W17HIN THE LIMITS OF THE PROJECT. THE CONTRACTOR/S REOU/RED TO TAKE ALL jERR,4 C//V,4 TR,4 C T �3655� DUE PRZ-CAUTO1VARY MEASURES FOR THE PR07FCPON OF ALL UTLITES, PIPES OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR CON57RUCT CONTNGUOUS SIDEWALK PER NOT. ANY UTL/7Y(/ES)DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE S477SFAC77ON OF O5 C17Y OF LAKE ELSINORE STD. NO. 210. 154,635 S.F. THE GOVERNING AGENCY BY THE CONTRACTOR, AT HIS EXPENSE. WIDTH= 5: °� N/CHOLS RD 2. ALL WORK SHALL CONFORM TO C17Y CODES, STANDARD SPEC/F7G4770NS FOR PUBLIC WORKS(LATEST ED/170N), AND STANDARD DRAWING STREET IIVPRO VE/>/I _N T PLANS © TYPE 6 PERCC17YROF LAKEE ELSINOREER 30,967 L.F. P�\AcO OF 771E COUNTY OF RIVERS/DE. /T/S 7HE CON7RCTORS RESPONS/B/L/7Y TO BE'FAM/L/AR W17H 7HESE STANDARDS AND CODES AT ALL TTMES STD. NO. 200 O7 CONSTRUCT CURB RAMP TYPE/PER C17Y h PROJECT 37HE CONTRACTOR SHALL NOAFY THE C17Y OF PUBLIC WORKS INSPECTOR, FORTY-EIGHT(48)HOURS PR/OR TO BEGINNING ANY WORK. OF LAKE ELSINORE STANDARD NO. 274A. 51 �' y S�� CALL FOR INSPECT/ON AT(951) 674-3124, EX7FN510N 247, BETWEEN 7HE HOURS OF 9.-00 AM AND 4.-00 PM, MONDAY THROUGH LEGAL DESCR/PT/ON.• "r TERM" 771URSDAY. 6 CONSTRUCT GUARD RAIL PER C17Y OF LAKE sr O EA.ELS/NORE S7V. 4134 AND 413E 1 ' PtE 4. CONTRACTOR SHALL MAINTAIN IRAF77C CONTROL /N ACCORDANCE WITH CAL7R4NS TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES BEING A SUBDINS/ON OF PARCELS 1 THROUGH 10 AS SHOWN ON DURING CONSTRU077ON, AS APPROVED BY THE 017Y ENGINEER OR HIS REPRESENTATVE. FA/LURE TO DO SO SHALL REOU/RE IMMEDIATE GRANT DEED RECORDED✓UNE 18 2021, AS DOCUMENT NO. CONSTRUCT 70'CROSS GUTTERR C17Y OF PE WORK STOPPAGE. 2021-0371079 OF OFF/CLAL RECORDS, /N THE OFFICE OF THE 10 COUNTY RECORDER OF THE COUNTY OF RIVERS/DE, STATE OF LAKE ELSINORE STANDARD NO. PE 10,245 S.F. Q GUNNER5ON 5. /T SHALL BE THE CONTRACTORS RESPONS/B/L/7Y 70 HAVE A DEPENDABLE REPRESENTATIVE AT THE JOB SITE, AT ALL 77MES DURING CALIFORNIA WITHIN PORTIONS OF RANCHO LAGUNA AND SECTIONS CONSTRUCT CURB INLET CATCH BASIN ND Q A CONS7RUCTON. MERIDIAN TOWNSHIP 5 SOUTH, RANGE 5 WEST, SAN BERNARD/NO \ LOCAL DEPRESS/ON PER C17Y OF LAKE 55 EA. t9 6 /T SHALL BE THE RESPONSISIL17Y OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY RELOCATON OF ANY UTL/TES CONTRACTOR ELSINORE STD. NO. 302A. fTP6R C17Y SHALL ALSO CONTACTSHALL N077FY ALL ULUNDERGROUND SERVICE ALERT(U.S.A.)AT 1-800-4COMPANIES INVOLVED, AT LEAST f0R7Y&GHr 22—�JJ ATURSRIOR LEAST FOR7Y--EIGHT(48)HOURS PRIORTO BEGINNING WORK THE CONMTOR TO ASSESSOR PARCEL NUMBERS ( N . 13 LAKE ELSINORE 57D.CONSTRUCT CUR8U�NO. 3004 AND F 3 EA. BEGINNING WORK. 378-040-004, 378-040-005, 378-040-006, 378-040-007 300C. VICINITY MAP 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA AND RELOCA77ON AND COST OF ALL 378-040-0012, 389-180-001, 389-180-002, 389-190-002, NOTE, THE ABOVE 041AN77TES HAVE BEEN SCALE: 1"=2000' EXISTING UTLITES. SUBDIVIDER MUST INFORM THE C17Y OF LAKE ELSINORE OF CONSTRIIC77ON SCHEDULE, PR/OR TO BEGINNING 389-241-013 ES77MA7ED BY THE ENGINEER FOR PERMIT CONSTRUCTION. PURPOSES ONLY. THE CONTRACTOR SHALL 8. ALL UNDERGROUND FAC/L/TIES AND LATERALS INCLUDING BUT NOT L/M/7E0 70 SEWER, WATER, TELEPHONE, ELECTR/C/TY, GAS AND ENGINEER'S DECLARAT/ON.• DETERMINE HIS OWN OUAN7777ES DRAINAGE FACIL177ES, SHALL BE/N PLACE PR/OR TO PAVING THE STREET SECTION. %HEREBY DECLARE 7T-AT/AM 77-IE ENGINEER OF WORK FOR THIS UTILITY NOTES.• 9. ALL STREET SEC77ONS ARE 7FNTA77VE. ADD177ONAL SOIL TES75 WILL BE TAKEN AFTER ROUGH GRADING, TO DETERM/NE THE EXACT SECTION PROJECT, THAT/HAVE EXERCISED RESPONSIBLE CHARGE OVER THE REOU/RED. SECTION THICKNESSES SHOWN ARE FOR BONDING PURPOSES ONLY. DESIGN OF THIS PROJECT AS DEFINED/N SE077ON6703 OF THE HA7ER.• ELSINORE VALLEY MUNICIPAL WATER DISTRICT BUSINESS AND PROFESSIONS CODE, AND THAT THE DES/ON/S 313>5 CHANEY STREET 10. ALL EXIS77NG UNDERGROUND UAL/AES AND STRUCTURES MUST BE POTHOLED AND ELEVA77ONS VERIFIED PR/OR TO CONSTRUC7ION. THE CONS/S7ENT WITH CURRENT STANDARDS. /UNDERSTAND THAT THE ENGINEER OF RECORD SHALL BE N077F7ED OF ANY REVISIONS TO THE APPROVED PLANS THE REVISIONS SHALL BE/N THE FORM OF CHECK OF PROJECT DRAWINGS ND SPECIRCA77ONS BY THE 017Y OF LAKE ELSINORE, CA. 92331 :4S—BUILT"PLANS SUBMI77 D TO 77-IE C17Y ENGINEER FOR APPROVAL PR/OR TO THE FINAL ACCEPTANCE OF 779-PROJECT BY THE C17Y LAKE ELSINORE/S CONFINED TO A REVIEW ONLY AND DOES NOT (951) 674-3146 ENGINEER. RELIEVE ME AS ENGINEER OF WORK OF MY RESPONSBSI/TES FOR SEWER. ELSNORE VALLEY MUNICIPAL WATER DISTRICT PROJECT DES/GN." 31315 CHANEY STREET 11. ALL EXISTING MONUMENTA770N D/S7URBE0 OR DES7ROYE0 DURING CONS7RUC710N SHALL BE REPLACED TO C17Y STANDARDS AS APPROVED LAKE ELSINORE C4. 92530 BY 77-IE C17Y ENGINEER. CENTERLINE 77ES ARE 70 BE FURN/SHED TO 77-IE C17Y ENGINEER UPON COMPLE770N OF THE PROJECT BEFORE \/ (951) 674—JI46 ACCEPTANCE/S GRANTED y,L,X E-0- 6/15/2022 GAS., SOUTHERN CALIFORNIA GAS CO. 12. AN ENCROACHMENT PERMIT SHALL BE REOU/RED FOR ALL CONS7RLIC77ON WORK DONE W/77-I/N PUBLIC RIGHT—OF—WAY. BEFORE ISSUANCE VICTOR A. ELM R.C.E. 64803 D47F 1981 W. LUGON14 AVE. OF.SA/D PERMIT, 779-CONTRACTOR/DEVELOPER MUST PROVIDE THE C17Y ENGINEER WITH CER77FIC47F OF INSURANCE, REOU/RED BONDING REDLANDS, C4. 92374 FOR PUBLIC IMPROVEMENTS 779E ENCROACHMENT PERMIT MUST BE PRESENT AT 779-JOB S17E DURING 779-TOTAL 77ME FRAME OF (909)335-7828 PROJECT CON57RUCT7ON WITH APPROVED SET OF IMPROVEMENT PLANS PHONE SBC/PAC/F/C BELL GTE(VER/ZON) 13. /F AN ENCROACHMENT PERMIT/S REOU/RED THROUGH THE DISTRICT NO. 8 OFFCE OF CAL TRANS PLEASE MAKE REFERENCE TO 77-1/5 1265 N. VAN BUREN 150 S. ✓UAN/TA ST. FACT/N 779E GENERAL NOTES"SEC77ON OF 77-IE IMPROVEMENT PLANS S6117E 180 HEMET, 04. 92543 OWNE RIDE VEL OPER. AA14HEIAI CA. 92807 (951) 672-6518 (714) 666-5423 LEGEND & SYMBOLS KB HOME ELEC7R/C.• 50. CAL. ED/SON CO. 36310/NLND VALLEY DRIVE 26100 MEN/FEE ROAD W/LDOMAR, CA 92595 91-5300 ROMOLAND, C4. 92585 (1001.01) EXIS77NO ELEVATION CONTA6CT. VERNELL WILLIAMS (951)928-8207 VC E =END OF VER7704L CURVE (951)820-5498 18 LOT NUMBERS ECR =END OF CURB RETURN FIRE.- RIVERS/DE COUNTY F/RE DEPARTMENT S/DE3YALK FL =FLOWL/NE ENGINEER.• 4080 LEMON STREET 2ND FLOOR STREET LIGHT FS =FIN/SH SURFACE KWC ENGINEERS RIVERS/DE, CA. 92502 41J91 KALM/A ST., SU17E J20 (951)955-4777 E--E?~ FIRE HYDRANT GB = GRADE BREAK MURR/ETA, CA. 92562 FIBER OP7/C.• LEVEL 3 COMMUN/04T/ONS 13 WATER METER MOC =MIDDLE OF CURVE (951) 734-2130 EAT. 220 NE7WORK RELOCA77ONS DEPARTMENT CONTACT VICTOR EL14 P.E. 1025 ELDORADO BLVD BLDG 334-522 WATER VALVE AMC =MIDDLE OF VER77CAL CURVE BROOMF7EL0, CO 80021 0 SEWER MANHOLE N"LY =NORTHERLY SOILS ENG/NEER.• (720)888-5688 e OC = ON CURVE CATCH BASIN GEOTEK INC. SHEET INDEX ACC =POINT COMPOUND CURVATURE 154154E N NORTH MAPLE STREET PULL BOX COROAA, C4. 92880 PCVC =POINT OF COMPOUND VERTICAL CURVE BLOW-OFF PRC =POINT OF REVERSE CURVATURE (CONTACT ANNA SC07T SHEET NO. DESCRIPTION 951) 710-1150 2J AIR VAC/AIR RELEASE PROP. =PROPOSED D4n10HT LINE OR CUT/FILL LINE PUE =PUBLIC UAL/7Y EASEMENT LANDSCAPE ARCH/TECT' 1 TITLE SHEET 2 INDEX MAP XXX.XX = TOP OF CURB ELEVATON RGP =ROUGH GRADING PLANS C.W.D.G. 3 CONSTRLIC77ON DETAILS T� RP =RADL4L POINT 4649 BROCKTON AVENUE 4-6 57REETL/GHT LOCATON MAP RIVERS/DE, CA. 92506 7-32 PLAN AND PROF/LE BCR =BEGINNING OF CURB RE7URN R/W =RIGHT OF WAY (951)369-7000 BVC =BEGINNING OF VERTICAL CURVE SFM =SEWER FORCE MAIN CONTACT SC07T RICE 33-34 LOCAL DEPRESS/ON DETAILS 35-39 STREET SIGNING AND STRIPING CB = CATCH SAS/N SHLD =SHOULDER STREET LIGHT ENG/NEER.• 40 DRIVEWAY CEN7ERL/NE STATONING TABLE C1 = CENTERLINE S/P =STREET IMPROVEMENT PLANS SLY =SOUTHERLY CANDELA 27201 CALLE✓UAN/TA TN = TANGENT DANA POINT, CA. 92624 TC = TOP OF CURB (949)201-1333 CONTACT•DON D/D041100 T./. = 7R4FF/C INDEX DRY UTILITY CONSULTANT CONTRACTOR'S NOTICE' MORROW AMA64GEMENT 1130 VIA CALLE✓ON 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIB//7Y SAN CLEMENTE, CA. 9267J FOR JOB S17F COND/AONS DURING THE COURSE OF CONSTRUCT/ON ON THIS PROJECT. (949)218-6716 INCLUDING SAFETY OF ALL PERSONS OR PROPER7Y.• THAT THIS REOU/REMENT SHALL CONTACT,SC07T MORROW APPLY CON77NLIOLISLY ND NOT BE LIM17FD TO NORMAL WORKING HOURS• THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE C17Y, THE OWNER, AND THE ENG/NEER OF RECORD HARMLESS FROM ANY AND ALL LABIL17Y, REAL OR ALLEGED, BASS OF BEAR/NG /N CONNECT/ON WAN THE PERFORMANCE OF WORK ON THIS PROJECT. CARE SHOULD BE TAKEN TO PREVENT GRADED DITCHES AND SHALES FROM ENG-2022-00223 UNDERMINING S7REET IMPROVEMENTS UPON INSPECT/ON OF THE SITES THE 017Y 7HE BASIS OF BEARING FOR THIS MAP/S 7HE LINE BETWEEN 7HE NGS MONUMENTS ENGINEER MAY REOU/RE ADD/AONAL PROTECT/VE MEASURES FOR FLOWS, ",ALBER-(P/D DX3793)AND "WALKER"(P/D DX3782), BEING N5225323Y. E R S C 6/3 0/2 2 M B ENTERING OR LEAVING/MPROVEMEN7S BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR.1 DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL UNAUTHORIZED CHANGES: FROM THE INTERSECTION OF COMPLIANCE W17H THE APPROPRIATE COND/TONS ROFESS/ ffff4p CITY OF LAKE ELSINORE SHEET IAKESHORE DRIVE AND DRYDEN OF DEVELOPMENT AND OR 017Y AND STATE Q CAUI/0N-D/E ENGYNLFR PREPARING THESE PLANS N7CL NOT ES n o STREET 40 FEET (&422-4133 all: TOLL FREE / �e`��ct�A t'i, F ENG:VF:m S RL PLANS ALL OR LIABLE FOR UNAU7HNS ZED C/IE AP TG THESE LAWS, AND APERM/T CAN BE ISSUED. + PUNS ACL C/IANCES TO THESE THE C MUST 7N APPRO✓ED BY N SOUTHEASTERLY NORTHEASTERLY �? CIVIL ENGNEERS•PLANNERS•suR1-3370 m PREPARER OF THESE PLANS AND THE C//Y ENGYNEER. 36557 4 TO THE CHISELED'SQUARE'IN w N.E4803 i0B0 COMGTON AVENUE.SURE t00�CORONA.CA.92881-33]0�951-]34-2130 —8�� Ezp.6/30/23 A STREET IMPRTRACT OVEMENT PLAN N v_ THE TOP OF CURB AT BCR. PREPARED BY.' OF 40 I C� DATE.- 7/19/2022 *,�q C1 I �a,* G�4. 2�2�2�22 SCALE TITLE SHEET SHEETS ry BENCHMARK NO.C-95-33 TWO WORKING DAYS BEFORE YOU DIG RE O HAB/B, R.C.E. No. 83156 C17Y ENGINEER or CAL\FO L (19 B DANMj.45 MSL DESIGNED BY: DRAWN BY: CHECKED BY: VICTOR A. ELIA Lb97E FILE No. CITY OF LAKE ELS/NOTE 22-146 ----------------- ----------- — — — -- - - - - - - - - - - II 11 11 II I I --- ---------= J�- , ----------- - - - - - - - 11 _ T- - 7R4CT BOUNDARY �----------- 1 1I I I qI ..�.�,..., 7 FLORENCE R 7 _R• I I � I \ / > %�' ICILY OR ` W� •, 16 y � < 15 x 4 �30 TRACT NR4RY — — — ` j/ V / ��"•�y 18 >/ � f/ TRACT BOUNDARY 27 �\ �V All —__ 32�d' / _ r / \� INDEX MAP LEGEND.• INDICATES SHEET NUMBER I I 7R4CT BOUNDARY 'PE' ��\, I � , II INDICATES SHEET BOUN0,4RY PROPOSED SEWER MANHOLE \ PROPOSED SEWER LINE \`\ PROPOSED VA G SEWER L/ / ® PROPOSED WATER VALVE INDEX MAP PROPOSED WATER LINE SCALE: 1-200' EV1S77NG WATER 200' O 200' 400' 600' PROPOSED F/RE HYDRANT E R S C 6/3 0/2 2 M B SCALE/N FEET EIPC-2021-0014 BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HAKE BEEN REVIEWED FOR SEAL UNAUTHORIZED CHANGES: FROM THE INTERSECTION OF COMPLIANCE WITH THE APPROPRIATE COND/AONS QROFESS/ cgUnav-7RE ENGINEER PREPARING 7HE3E PUNS#14 AOT eE CITY OF LAKE E LS I N O R E SHEET W(ESHORE DRNE AND DRYDEN OF DEVELOPMENT AND/OR C17Y AND STATE OR AO, o STREET 40 FEET o . Call: TOLL FREE �e��ct ri, � ffff ENGINEERS RESPONSIBLE OR LX& FOR UN4U7?V0R/ZE0 CHANGES 70 7HESE SOUTHEASTERLY NORTHEASTERLY LAWS, AND A PERMIT CAN BE ISSUED. .� a yc PUNS ALL CHANGES 7D THESE PLANS MUST BE APPROVED SY 2 y CIVIL ENGINEERS PLANNERS�SURVEYORS N a TO THE CHISELED-SQUARE'IN w N0.64603 Zm :880 COIMPTON A,fNUE,SUITE 1001 CORONA,CA.92sai-33io•951-711-21IE PREPARER�7Hr3E PUNS AND THE C17Y ENGINEER. TRA(,`T NO. �j6. 7 1-800 z &p.6/30/23 STREET IMPROVEMENT PLAN ti 4 THE TOP OF CURB AT BCR. ,/ 422-4133 * * PREPARED BY. OF `TO f 1./�`DATE.• 7/19/2022 ,r19 C1V1V ��r _ ,Q� 21212022 SCALE INDEX MAP SHEETS o BENCHMARK ND.C-95-33 �OF CAU�� - ELEV.- 135s.a5 MI TWO WORKING DAYS BEFORE YOU DIG EMON HAB/B, R.C.E. No. B3156 C17Y ENGINEER VICTOR A. ELIA DATE FILE No. (1929 DATUM) DESIGNED BY: DRAWN BY: CHECKED BY: C17Y OF LAKE ELS/NORE 22-147 PER OFFSITE PLANS PJW 10 RNV R/W 60, R/W RNV 60, RNV _ EXISTN,RAN i EXIST. 30, 30, 30, 30, 23' 23' GROUND 7' 23' 23' 7' 7' 23' 23' 7' 30' 3' 4' 16' i6' 4' 3' 30' '�� 5' 4' 16' 16' 4' 4' 16' 16' 4' i, 1, PAVED SWALE (PER PLAN) 1. _ � - 2% ? 1 2% 2% 1 �1" MAX ,EXIST. EXIS� 4 1 2% 2% .f GROUND "QI' GROUND GRADE �— XPUBLIC&UTILITY XPUBLIC UTILITY PAVEDSWALE REDWOOD REDWOOD PAVED SWALE _ PAVED SWALE REDWOOD REDWOOD ED SWALE PAVED SWALE REDWOOD REDWOOD PAVED SWALE C.� DRAINAGE EASEMENT DRAINAGE EASEMENT L HEADER HEADER J -_ - (PER PLAN) (PER PLAN) _ (PER PLAN) HEADER HEADER (PER PLAN) (PER PLAN) HEADER HEADER (PER PLAN) RNV J R/W rr L J L J 10' I_ 5D• I 10, `SEXIST. EXIST. GROUND ROUGH GRADE ROUGH GRADE GROUND ROUGH GRADE ROUGH GRADE ROUGH GRADE ROUGH GRADE 25' 25' LINE LINE PAD PAD HOFFAVENUE/OFF-S/TEJ LINE LINE LINE LINE 2' 5' 20' 20' 5' 2' TERRA COTTA ROAD(OFFSITE) TERRA COTTA ROAD(OFF-SITE) ai� SIDE TCELEV.=CL. TCELEV.=CL. SIDE N.T.S. N.T.S. N.T.S. �\ �WALK EL 3V.-0.02' 6 6 ELEV.-0.0' WALK STA.29+65 TO 39+00 STA.39+75T048+75 y 1% T 256 6.CA %_ P' �� R/W 45' 45' NW 11� 5 '. - +; 5 22 23 23 22 PAD ROUGH GRADE ROUGH GRADE PAD 6' 10' 2' 4' 16' i6' 4' i LINE LINE RAN 618 RAN 34' _' 12"DEEP -1 112% z° 1 CATAN/A LANE,NAPOL/WAY,ALESSANDRIA DRIVE,SIENA COURT, TERRAC/NA DRIVE,PISA Tr PAD PAD`` - 27 2� e 1 5 SIDE TCELEV=C.L. 24 VAR/ES 10'-20' 14 TCELEV.-C.L. SIDE 5 2 �` MqY SWALE WAY,SWANAVENUE,PORTA MAR/NA LANE,PARMA LANE,ANCONA LANE,S/C/L YDR/VE, WALK WALK 1/ EXIST. - ___ ELEV.-0.13' RAISED MEDIAN ELEV.-0.13' Z. _ 3' 3' / GROUND PAVED SWALE REDWOOD JJ'' _ AVELL/NO PLACE, SAVONA LANE,LA SPEZ/A LANE,SARD/N/A OR/VE,FLORENCEDR/VE&A 1° 2% HEADER REDWOOD J PAVED SWALE lr EXIST. 2 (PER PLAN) L HEADER (PER PLAN) GROUND FOR OF DRYDEN STREET 7:�` 6"C&G•y.• .e, 6"C&G^ ROUGH GRADE ROUGH GRADE N.T.S. PAD R — PAD LINE LINE ROUGH GRADE m ROUGHGRADE TERRA COTTA ROAD(OFF-S/TEJ LINE LINE — — N.T.S. STA.49+00 TO 55+50 SAWCUT LINE R/W do, TERRA CINA DR/VEENTRY I'MIN.R&R EXIST. EXIST. 30' 30' IMPROVEMENTS RIW N.T.S. RAN BY OTHERS_ PROPOSED IMPROVEMENTS TRACT PAD 2' 4' 6' 20' 20' 6' 4' 2' P�� 80'EXISTING RNY 36557 SIDE TCELEV.=CL. 6 6 TCELEV.=CL. SIDE 30' 30' WALK ELEV.0.02' ELEV.-oV- WALK 2. yI, r 4' 6' 20' 20' 6' 4' 2' \ I s"c&c 2% 2 s'c'ac \?> SIDE 1y TCELEV=C.L. SIDE p'� ppP ?i \Liq�• WALK ONE LANE ELEV.-0.02' WALK 2�1� 11 5 :+: ' 5 \ J _ / 3 — I�7 - 2,6 2% PAD `ROUGH GRADE ROUGH GRADE PAD LINE LINE 1/ =C&G W'LY � E'LY 1 RNV I 0' R/W // ' ROUGH GRAD 6 LINE NAPLES WAY&AST/WAY 30' 30' N.T.S. 2' 4' 6' 20' 20' 6' 4' ' 2' DOLRSER STREET,PIERCE STREET&HOFFAVENUE i�? SIDE TCELEV.=C.L. SIDE WALK ELEV.-0.OS' WALK 21"' N.T.S. 2° 3 3 % RAN 90, RNV `ROUGH GRADE• ROUGH GRADE L45' 45' LINE LINE 10' 35' 35' 10' 2' 5' 1 5' 6' 1 11' 11' 1 T 7' 1 if, I if, 6' 5' 1 5' 2' DRYDEN STREET SIDE BIKE BIKE SIDE N.T.S. ?i WALK LANE TCELEV.=C.L. MEDIAN TCELEV.-C.L. LANE WALKi SAWCUT LINE STA.f0+08.20 TO 29+37.09 I 2° ELEV-0.35' (PAINTED) ELEV-0.35' i 1% 1'MIN.R&R 3' 2% I 3• W'LY E'LY — C ?i PROPOSED RNV IMPROVEMENTS EXISTING IMPROVEMENTS___R� 1 I� 6"C&G y;;- 7y s^C8G" Riq� 60' ROUGH GRADE m L' •ROUGH GRADE 30' .90' LINE LINE 2' 4' 6' 20' 20' 6' 4' 2' ?i� SIDE TC ELEV%k SIDE ��pY TERRA COTTA ROAD q4- WALK ELEV.-0.05' f0't WALK T1 2% 3 3 % N.T.S. 2 STA.17+50 T029+65 ^: 2 s"c&c y RAN 90, R/W ROUGH GRAD ROUGH GRAD a5, a5. NATURAL SLOPE LINE LINE 10' 1 35' 35' 10, SLY N'LY 2' S' 1 S' 6' 1 11' 1 11' 1 7' 7- ill I 11' 1 6' S' WILY E'LY S' R/W R/W DRYDEN STREET I SIDE BIKE BIKE SIDE N.T.S. ?v4j I WALK LANE TCELEV=C.L. MEDIAN TCELEV-C.L. LANE WALK 50' STA.1+00 TO 10+08.20 'QI' I (PAINTED) 25' 25' 3, ELEV.-0.35' 2% I 2% ELEV.-LE '3' 2% P.U.E.3' 5' 20' 20' 5' 3. U.E. `ROUGH GRADE TROUGH GRADE 10, 6' 6' LINE LINE SAWCUTLINE TERRA COTTA ROAD 1'MIN.R&R RNv N.T.S. I I I I _ ____EXISTING IMPROVEMENTS _ STA.1+50 TO 17+50 R/W 2%60' 2.-0 50' 12' 1 38' 38' 1 12' 1 10, to 2' 6' 6' 1 7' 1 12' 1 12' 1 7' 7' 12' 1 1 12' 1 7' 6' 6' 2' g W I BIKE I BIKE ?i LANE INSTALL I TCELEV.=C.L. LANE WALK ZgPA 8"WATER J j •T.1- RAISED MEDIAN--I\, ELEV.-0.41' I 2% 3, 2% q\ •.:,:�— � `B"SEWER �I - STORM DRAIN ROUGHGRAD LINE TYPICAL STREET UTILITY LOCATIONS LAKESHOREDR/VE E R S C 6/3 0/2 2 M 6 NTS. N.T.S. E I PC-2021-0014 BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HAITE BEEN AEWZVED FOR SEAL UNAUTHORIZED CHANGES: FROM THE INTERSECTION OF COMPLIANCE WITH THE APPROPRIATE COND/AONS RpFESS/ CITY OF LAKE E LS I N O R E SHEET IAKESHORE DRIVE AND DRYDEN OF DDTLOPMENT AND/OR CITY AND STATE �Q C4VNPV-THE ENUMEER PREPAR/NO THESE PLANS WU NOT BE A o STREET 4o FEET 0422-4133 all: TOLL FREE LAWS, AND A PERMIT CAN BE ISSUED. �'�`��`6s�A�4 F ENGINFERS �NS�ERR LA&EFS��,�ARMED C OE TAPPRO THESE 3 N SOUTHEASTERLY NORTHEASTERLY ,+ CIVIL ENGINEERS•PLANNERS•SURVEYORS m PREPARER OF THESE PLANS AND THE C77Y EVMWER. 36557 2 TO THE CHISELED'SQUARE'IN w N0.64803 1080 COMFiON AVENUE.SURE t00�CORONA.CA 92881-33]0�951-]34-2130 4 THE TOP OF CURB AT BCR. 1—800 m Exp-6/30/23 A STREET IMPROVEMENT PLAN �1 N �F� . y�_ I _ * * PREPARED BY. OF `1O T- '//cy'J�V` DATE.• 7/19/2022 ,I�q CIYI �a�p � 21212022 SCALE 1 40' DETAILS SHEETS ry BENCHMARK NO.C-95-33 TWO WORKING DAYS BEFORE YOU DIG EMON HAB/B, R.C.E. No. 83156 C17Y ENGINEER OF GJ.TFO (19 g DAT M�.45 MSL DESIGNED BY: DRAWN BY: CHECKED BY: VICTOR A. ELIA Lb9TE CITY OF LAKE ELS/NORE L No. 22-148 CONSTRUCT/ON NOTES AND GUAN717Y EST/MATE STREETLIGHT GENERAL NOTES- INSTALL 07Y UNIT CONCRETE STREET LIGHT POLE PER 1. THE CONIRACTLW SHALL OBTAIN ALL NECESSARY PERMITS FROM ATE STREETLIGHT MAP LEGEND." O CITY STD. DWG. 508 & 509 (RESIDENTIAL) 104 EA. C17Y OF LAKE ELSINORE INSTALL AMERON CONCRETE STREET LIGHT POLE PER O ALL {PORK S/f 1LL BE DONE/N S7R/CT ACLbRDANCE WITH THE CURRENT INDICATES SHEET NUMBER O CITY STD. DWG. 508 & 509. (ARTERIAL) 20 EA. 2. C17Y OF LAKE ELSINORE STANDARD DRAW/NOS, STANDARD SPECIAL INSTALL LS-2B CUSTOMER HANDHOLE PER PROYS/ONS, SPECIAL PRO✓ECT PROYS/LWS,AND THE STANDARD O ESR 3-49 (SEE SHEET 2) NO. 5 PULL BOX SPECIRC4770NS FOR PUBLIC 1{'ORKS COA157RLIC77ON, LATEST ED/DON � � � � � INDICATES SHEET BOUNDARY (13"X24"X24") PER CITY STD. DWG. 510 AND 124 EA. W17H SUPPLEMENTS, THE N477ONAL ELECTR/CAL LODE, THE C4L/FORNh4 A CALTRANS STANDARD DWG. ES-8. STAIE S4FE7Y ORDER AND ALL OTHER CODES AND ORDINANCES,AND PROPOSED SEWER MANHOLE i RULES AND REQU/REMEN7S OF AUTHOR/AES HWNG✓UR/SD/CDON. PROPOSED SEWER LINE 3. THE CON77II SHALL PAY ALL FEES AND OBTAIN PERMITS AS TRACT BOUNDARY REOU/RED BY THE UAL/7Y COMPANY REQUIREMENTS AND 771E C/7Y OF EX/SANG SEWER LINE LAKE ELS/NORE. ® PROPOSED WATER VALISE - 4. MATERIALS SHALL BE RECOGN/ZED BY THE UNDERWRITERS LABRATORY, PROPOSED WATER LINE INC.AS H PING SU/TABLE CHARACTER/SACS WHEN PROPERLY FORMED AND TREATED INCLUDING RIGID ROL YWNYL CHLORIDE(SCHEDULE 40) EX/SANG WATER FOR UNDERGROUND USE,AND RIGID POL YWNYL CHLORIDE(SCHEDULE PROPOSED f7RE HYDRANT n 80)FOR USE ABOOF GROUND AND PASS/NO UNDfR ROADWAYS 1 _ CONDUITS TO HAVE A MIN/MUM OF 24'OF COVER BELOW STREE7S AND � PROPOSED STREET LIGHT W/ 11 _ _FLORENCE DR - 18'OF COVER BELOW LANDSCAPE OR SIDEWALKS UNDERGROUND CONCRETE I - PULLSOX NO. 5(SCE LS-28) 11 5. ALL {PORK RELATED TO ELECTR/CAL SER00f SHALL BE PERFORMED/N POINT OF CONNECAON CONFORMANCE W/A/SOUA/ERN 04LIFORN14 ED/SON COMPANY I l REOU/REMEN7'AND THE 017Y OF LAKE ELSINORE. JI 1 6. ANY CONTRACTOR PERFORM/NO WORK ON AI/S PRO✓ECT SHALL FAMILIARIZE NEMSEL VES WIT/A/E WORK SITE AND SHALL SE SOLELY RESPONS/BCE FOR ANY DAMAGE TO EX/SANG FAC/L/AES RESUL ANC DIRECRY OR/ND/RECILY FROM A/E/R OPER4AONS, WHETHER OR NOT PUCE _ ✓i / SUCH FAC/L/AES ARE SHOWN ON A/ESE PLANS. + 1 7. ALL CUM/NAR7ES, L/GHANG STANDARDS,AND MAST ARMS USED/N THE WORK SHALL SE OF A/E SAME SIYLE AND BY A/E SOME i MANUFACTURER ALL BALLAST SHALL BE MUL A-TAP TlPE(120/208/240) 8 A4EN7Y-FOUR(24)HOUR PR/OR NOACES SHALL BE GIPEN FOR ALL C17Y INSPECAONS. - 9. ALL WORK INCLUDING BONDING SHALL BE/N CONFORMANCE WITH AfE NAAONAL ELECTR/CAL CODE(NEC) CURRENT EDITION. jTd SILLY DR Q - I EDISON� y \ Figure 3-29:Non-Residential,Unmetered Service- s 0-200 A-0-240 V-Single-Phase-LS-2B,Street Lighting Systems Only Customer Owned �Handhole G.d. 1 A Customer Provided F_ 1 / ! Crushed Rock / 4� SCE Conduit to Customer Conduit to Customer Handhole Single Customer Sma.bight Not.(s): a.A,n, ' \ 1. LS-2B provides an unmetered point of service for a single customer ownetl streetlight. 2. A dedicated service shall be provided from an existing distribution system t...ustomer handhole. �� ` 3. Pointsofservico shall be designedup to,Me minclutlingdbelotomerowned handhole per SCE streetlight standards. FIARRISON AVE "//� \ / 4 0Customer OwnodCust—,shall sHantlholet wlith l Customer atpedaltletl labeling C- / ❑Duct,trenchiLcavation back to the distribution source 1 / ❑Cable,and othermatenalstromhandholetostreetlight ❑Other material as required ❑Photocontroller / ❑Fusing per NEC standards Table 3-8:LS-213 Streetlight Design Requirements Handholed strI 1 W,cLture Material Location Conduit Conductor l (Wxx D) 13"x 24"x 15' Plastic Parkways and soil 1 x 24"x 24' Concrete Sidewalks and concrete k8 At duplex 3" I w Customer Ownetl Handhole. fffi/MC[.rA? ii" CI,�1Ro\ STREETLIGHT PLAN \ SCALE: 1�-200' 1 t `\ 1\ EFFEC01-29-0 \I 7-2s-2027 underground service connexions o-fioD v ESR-3 APPROVED Electrical Service Requirements PAGE 200' O 200' 400' 600' ►SCE Public t 3-49 E RSC 6/30/2 2 M B SCALE/N FEET E I PC-2021-0014 BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS H40F BEEN RENEWED FOR SEAL UNAUTHORIZED CHANGES: CITY TY O F LAKE E LS I N O R E FROM THE INTERSECTION OF COMPLIANCE W1771 771E APPROPR/A7E COND/AONS goFESSI SHEET N LAKESHORE DRIVE AND DRYDEN OF DEVELOPMENT ANO/OR C17Y ANO STATE ttOQ CAUTION-7NE ENGINEER PREPARING 7NESE PUNS W/CL NOT bE A o STREET 40 FEET o Call: TOLL FREE LOWS, AND APERM/T CAN BE ISSUED. ti�a`6��4�'s �" ffovoENG/NEER3 PLANS A�E�R� E THESE P LANS�E ,T >HE �o BY 4 SOUTHEASTERLY NORTHEASTERLY z CIVIL ENGINEERS-PLANNERS•SURVEYORS N a p W No.64803 rn 1880 COMPTON AVENUE,SUITE 100•CORONA,CA.92881-33RS 951-]34-2130 PREPARER OF THESE PLANS ANO THE-C17Y ENC/NEER. TRA�iT NO. 36557 z TO THE CHISELED"SQUARE"IN 1—800 ac EXP. 19 STREET IMPROVEMENT PLAN N THE TOP OF CURB AT BCR. 422-4133 i� . 1 / }I — * * PREPARED BY. OF 40 -��jj/(/( 7T k ✓ _DATE* 7/19/2022 SCALE N BENCHMARK NO.C-95-33 '�qrF C1V1 p irk, 2/2/2022 STREETLIGHT LOCATION MAP SHEETS n ELEV. - 1356.45 MS L TWO WORKING DAYS BEFORE YOU DIG EMOR N HAB/B, R.C.E. No. 8JI56 CITY ENGINFER OF F VICTOR A.`ELIA DATE FILE No. (1929 DATUM) DESIGNED BY: DRAWN BY: CHECKED BY: CITY OF LAKE ELS/NORE 22-149 3 i 3 + 3 3 EA I ' 2 .551 ' J 1 � + CATANIA- - 3 3 3 LANE r - - - - - v' - - - - ---- 3 -- -- / ' �� / STREETLIGHT MAP LEGEND.• .I 2 ------_ / __ /ND/GATES SHEET NUMBER x —--—--_ INDIC47ES SHEET BOUNDARY EXISTING LIGHT /,- _- + ~�-- G`` 2 / / 3 �� PROPOSED SEWER MANHOLE PROPOSED SEWER LINE EXISTING SEWER LINE N �'� ----- ----- PROPOSED WATER VALVE / 2 ' G� 2 PROPOSED WATER LINE 2 /\ 3 I 9 1 3 EX/STING WATER \ EXISTING LIGHT I 3 ' — PROPOSED F/RE HYDRANT L� y PROPOSED STREET LIGHT W/ UNDERGROUND CONCREIF T - s l• PULLBOX NO. 5(SCE LS-28J POINT OF CONNECTION a srlTo2 31 -_I / '3 SICILI DR_ �; EX/SANG STREET LIGHT N CONSTRUCTION NOTES.• r 1 INSTALL AMERON CONCRETE STREET L/GHT POLE PER C/IY 3 1 ST 0 S70 DWG: 508&509,•AMERON 1C125 W/TH 8'MAST ARM &GE fV0ZOF ERL 1-0-0J-83-27-A-6R4Y-L. INSTALL AMERON CONCRETE STREET LIGHT POLE PER C/7Y 5 TD 1 STD OWL. 508&509,•AMERON 10725 WITH 8'MAST ARM &0, EI�OLIvE ERL 1-0-09-D.3-30-A-6R4Y-L. TLT 2 3 3 13 9 INSTALL LS-28 CUSTOMER HANDHLKE PER ESR 3-49(SEE SHEET 2)NO 5 FULL 9OX ( I Pff C DWG. 510 AND CAC RWS STA G.ND4RD OW fS-8 /ASTAIL (2) 5 AMP FUSES(BUSSMANI HEB 44)W/AUN H4NDHOLE AND (2)/'10 7HHNI7N#N-2-00&(1)/10 CU-GAD/N 1" /3x SCHEDULE 80 PVC TO STREET L/GHT. g7G5 ST<T 2 3 3 T �w \ f�C vT 2 1 13 oo � I ♦ Xy. x w�U, s c, 3 T!r cy�,2SC2 6xAA, `�Zm EXISTING LIGHT O 2 STREETLIGHT PLAN II 13 ax 5� SCALE. 1"-100' I EXISTING L/GHT `O� 3 �V ' i u I too' 0 ioo' 200' 300, / EIPC-2021-0014 N SCALE/NFEET ERSC 6/30/22 MB BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS H40F BEEN RENEWED FOR SEAL UNAUTHORIZED CHANGES: CITY TY O F LAKE E LS I N O R E FROM THE INTERSECTION OF COMPLIANCE WITH THE APPROPRIATE COND/AONS goFESSi SHEET N W(ESHORE DRIVE AND DRYDEN OF OEIVELOPMENT AAI C17Y AND STATE t�OQ CAUTION-7NE ENGINEER PREPARING THESE PUNS IMEL NOT SE A o STREET 40 FEET o Call: TOLL FREE LAWS, AND A PERMIT CAN BE ISSUED. ti`3,\ aR A��' �" ANVOENGINEERS ENS A�E�R�1�ETHESE P��FV 4 7 THESE UST HE APPROMEVY 5 SOUTHEASTERLY NORTHEASTERLY z CIVIC ENGINEERS-PLANNERS•SURVEYO n N W N0.64801 n 1880 COMPTON AVENUE,SUITE 100•CORONA,CA.92881-33100 951-734-2130 RREPARER OF THESE PLANS ANO THE C17Y ENGINEER TWr NO. 36557 z TO THE CHISELED"SQUARE"IN 1—800 Exp.6�30�23 STREET IMPROVEMENT PLAN N THE TOP OF CURB AT BCR. 422-4133 �/� . q / }I _ * * PREPARED BY. OF 40 T�'ij/(7t �1 NO l/�DATE• 7/19/2022 SCALE N BENCHMARK NO.C-95-33 '�qrF cAVA R��p irk, 2/2/2022 STREETLIGHT PLAN SHEETS c� ELEV. M 1K NO. -9 TWO WORKING DAYS BEFORE YOU DIG EMOR N HAB/B, R.C.E. NO. RJ156 CITY ENGINEER OF F VICTOR A.`ELIA DATE FILE No. ("29 DATUM) DESIGNED BY: DRAWN BY: CHECKED BY: CITY OF LAKE ELSINORE 22-150 s 8 ,p I. ry FNcF 3 ` s tia 3 ST LT 5 px 3 z 3 g JTxg a 1 37j o \ �m m 3 p 3 +33.58 1 x37T4 25x39t1� 3 1 S LT I --nn STLT 1 N 1 _ SARDINI DR - 38 JO ^ �N N p m STST-34 -� =c �2 STREETLIGHT MAP LEGEND.• INDICATES SHEET NUMBER /ND/C47ES SHEET BOUNDARY PROPOSED SEWER MANHOLE CONSTRUCTION NOTES." PROPOSED SEWER LINE EXISTING SEWER LINE O/ INSTALL AMERON CONCRETE STREET UGHT POLE PER 017Y PROPOSED WATER SALVE STD. DWG: 509&509,•AMERON 10125 W/7H 8'A64ST ARM 5 &GE fPUVF ERL 1-0-03-8J-27 A-GRAY-L PROPOSED WATER L/NE ST4 1 3 O INSTALL AMERON CONCRETE STREET L/GHT POLE PER C17Y EXISTING WATER STD. DWG: 509&509,•AMERON 1C125 WITH 8'A64ST ARM PROPOSED FIRE HYDRANT &GE EYOL YE ERL 1-0-09-D3-30 A-GRAY-L. / / OINSTALL LS-28 CUSTOMER HANDHOLE PER ESR 3--49(SEE PROPOSED STREET LIGHT W/ SHEET 2)NO 5 PULL BOX(13X242'24J PER 017Y STTL 1•-C" UNDERGROUND CONCRETE DWG: 510 AND CAL7RANS STANDARD DWG: ES-8. INSTALL (2) PULLBOX NO. 5(SCE LS-28) 5 AMP FUSES(80SSM4NI•HES-44)W/TH/N H4,0HOLE AND POINT OF CONNECTION ER S C 6/3 0/2 2 M B STREETLIGHT PLAN SZH DUDLE 880 VC TO S7REET U y >O CU-GND/N>" o zoo' 300 SCALE: 1"=100' EEIIPC-2021-0014 504LE/N FEET BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN RENEWED FOR SEAL UNAUTHORIZED CHANGES: CITY O F LAKE E LS I N O R E FROM THE INTERSECTION OF COMPLIANCE WITH THE APPROPRIATE COND177ONS goFESS/ SHEET N W(ESHORE DRIVE AND DRYDEN OF DEVELOPMENT AND/OR C17Y AND STATE t�OQ CAUTION-THE ENGINEER PREPARING THESE PUNS W/CC NOT BE A o STREET 40 FEET o Call: TOLL FREE LAWS, AND A PERM/T C4N BE ISSUED. ti`3 a`61�A�,s �" ANVO ENGINFERS LA NS ALE CMAV fETHESE P�z�EU•T HE R kEo THESE 6 SOUTHEASTERLY NORTHEASTERLY � z CIVIL ENGINEERS-PLANNERS•SURVEYORS n N W No.64603 n 1880 COMPTON AVENUE,SUITE 100•CORONA,CA.92881-3370.951-734-2130 RREPARER OF THESE PLANS ANO 7HE C17Y ENGINEER TWr NO 36557 z TO THE CHISELED"SQUARE"IN 1—800 Exp.6/30A3 STREET IMPROVEMENT PLAN N THE TOP OF CURB AT BCR. 422-4133 T�ij/(7t �7 NO l/ PREPARED BY OF 40 DATE SCALE N BENCHMARK NO.C-95-33 F F R��p irk, 21212022 STREETLIGHT PLAN SHEETS c� ELEV. - 1356.45 MS L 71Y0 WORKING DAYS BEFORE YOU DIG EMOR N HAB/B, R.C.E. Na. 83156 CITY ENGINFER OFF VICTOR A.`ELIA DATE FILE No. (1929 DATUM) DESIGNED BY: DRAWN BY: CHECKED BY: CITY OF LAKE ELS/NORE 22-151 CONSTRUC77ON NOTES AND OUAIV777Y ES77MA7E DESCR/PT/ON OCONSTRUCT 4"A.C. OVER 6"A.B. (SECTION TO BE VERIFIED WITH R-VALUE TEST) CONSTRUCT CONT/NGUOUS SIDEWALK PER CIA If O C17Y OF LAKE ELSINORE-STD. NO. 210. , WIDTH= 5. O6 CONSTRUCT CONCRETE CURB& GU7TER TYPE 6 PER C17Y OF LAKE ELSINORE- STD. NO. 200 EX SU FA f 00.0'v O7 CONSTRUCT CURB R4MP TYPE/PER C/TY OF LAKE ELS/NORE STANDARD NO. 214A. M of \ + LY OP F g m + e \ + LY OP F \ +y 0% +a _ r 4 +� RF CE N- RE2 6% 3'0.. v� R P \ �� POS D F g w + ATur IL-- . \ + AT L l� E SU FA E \ 6% POPSE v� + \ �n +m CU B m + \ + S'L TO OF \ =; PROF/LE SCALE + HORY = 1=40' VERT. = 1=4" 1 2 3 4 5 6 7 8 9 PROPERTY BOUNDARY � o , I 7+9459 364 363 362 361 360 359 358 j@2 356 355 354 353 1+47.67 3527 BCR PROP. WER _ NPER SEPARATEPROP.R/VJ PLAN '� _ _ _ 350 LINE TABLE CURVE TABLE _FLOR NCE DRIV LINE# BEARING LENGTH CURVE# DELTA RADIUS LENGTH TANGENT rk INT , , 3 �- ... 5 •i ', ..- _ _ 349 L1 N88°78'3TE 368.94' C7 6°32'03" 1+00.00FLORENCE DR - C N�5ti G L2 N 85�9'20"W 135 55' C2 13°54 712 00' 172 SS' 86 8T 6 13 ' ,L10 ° •• �, �T ~—�— L4 N88°783TE 373.40' C4 i6°3203 672.00' 163.1T 81.99' I bee nr PROP.WATER g —_ \ 472.00' 53.83' 26.94' • o° PROP.STORM PER SEPARATE 5 -__ wx 1 ° 7 1+43.08 DRAIN PER `"'a PLAN PROP.RW N ---- -—• - \v \ ro L6 N 85°09'20"W 135.55' C6 13°54'4q 492.00' 56.11' 28.09' 1 7+04.47 ECR SEPARATE PLAN 8.09-2 T E 415.31' CS 3'54'4 692.00' 168.03' 84.43' —,, BCR 14 315 316 317 318 319 320 321 - 322 323 324 325 m \L V CR, 925505' 25.00' 40.54' 26.31' 1 SEE SHEET 9 32s 327 ��►�� DR2 87°04'55" 25.00' 38.00' 23.76' DOLBEER ST FL ORE/VCE DRI Vf 328 Q, 17rC 1p3 \` Q r317g3RG 132�5 ` > �R 0 ~ 4 Z9TF9 �e ra3Jr RrG O 0 O� __ � a 1�� 'vs m due'/p T O O Q 4 T 1333.71 FSGB 00 O O 1333.79 F GB 1ti1dp n r3"'BF flf�o ��f 0 0 ae o O o \ Q3D.zsFs 'LJ��II rr'�4�zrc 1 ,��,h B2q v O 34.52FS .'� O d CR2 CR' �� ERSC 6/30/22 M B 1'= 40' E I PC-2021-0014 BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL UNAUTHORIZED CHANGES: FROM THE INTERSECTION OF COMPLIANCE WITH THE APPROPRI47F CONDITTONS gOFESS/ CITY OF LAKE E LS I N O R E SHEET ✓ W(ESHORE DRIVE AND DRYDEN OF DEVELOPMENT AND/OR CITY AND STATE �Q C,107°N-THE ENGINEER PREPARING THESE PLANS W/LL N°T BE STREETo �E o COII: TOLL FREE �-,`4t08 AE(i ENGINFERS RESPON9IBCE OR LGBCE FOR UnwunroRrzEo cHaucEs m 1HESE LAWS, AND A PERMIT CAN BE ISSUED. ti 9 �2 PLANS. ALL CHANGES'TO THESE PLANS MUST BE APPRO✓ED er SOUTHEASTERLY NORTIIEASTERLv %' avlL ENciNEERs•RUNNERs•surz1EYORs sn� pp m t880 00.,0N AVENUE.SUITE t00•CORONA,Cn.92881-3370.951-734-2130 PREPARER OF THESE PLANS AND THE C/IY ENGINEER. //1/,CT/VQ 36557 z TO THE CHISELED'SQUARE'IN 1—A7OO ¢ Ex 63 STREET/MPROVEMEiVT PLAN THE TOP OF CURB AT BCR. P3 a 422-4133 f * * PREPARED BY. OF 40 jam^ �(, DA7F•7/19/2022 P SCALE 1"= 40' FLORENCE DR 1+00.00 TO 8+75.00 N c . 21212022 sHEETs o BENCHMARK 6NO..4 C-95-33 'eOF FOR ( N N ELEV.= 1356.45 MSL 71Y0 WORIONG DAYS BEFORE YOU DIG EMON HAB/B, R.C.E. No. 83156 C/TY ENGINFER VICTOR A. ELIA DATE FILE No. (1929 DATUM) DESIGNED BY: DRAWN BY: CHECKED BY: C/IY OF LAKE ELS/NORE 22-152 CONSTRIJC77ON NOTES AND OUAN777Y ESTIMATE DESCRIPTION 0.0 VC 25 .C. 0.0 VC 5.00'VC O CONSTRUCT 4"A.C. OVER 6"A.B. (SEC770N TO BE t/ERIF/ WITH R-14ALUE TEST) 10.00'VC O CONSTRUCT CONT/NGUOUS SIDEWALK PER CITY OF LAKE ELSINORE S70 NO. 2>O. , WIDTH= 5: ~ 1 1 1 CONSTRUCT CONCRE7E CURB& GUTTER TYPE 6 PER C17Y OF LAKE ELSINORE STD. NO. 200 CONSIRUCT CURB R C17Y B -.00 + o +' T. U O OF LAKE ELSINORERSTANDARD NO.E2149. IkeLY OP F 10 CONSTRUCT 10'CROSS GU77ER PER C17Y OF LAKE ELS/NORE STANDARD NO. 209 11 CONSTRUCT CURB INLET CATCH BASIN AND LOCAL DEPRESSION PER C17Y OF LAKE / LL IN ELS/NORF-STD. NO. 302A. + / +m� BID +o +o / +� 10 + + + + AT L SUI FAC / 0.0 vc 8.9' .C. / 3.1 0. 5.00'VC PI=1 20.8 PI 13 1.0 8'0C. 9'0.. PI 131.84 RIP I a a> $�2 + +m + it BA +� S'l Y TOP O / t bU irAl / PROF/LE SCALT / HORY = 1=40" VERT. = 1=4" I ILI 1 11 2 ELI E m 9 10 11 12 13 14 LINE TABLE CURVE TABLE 11+11.q INT.FmpFNCE DR 339 338 LINE# BEARING LENGTH CURVE# DELTA RADIUS LENGTH TANGENT + . L1 N 58'18'37"W 86.13' C1 12°55'59" 712.00' 160.71' 80.70' 2 348 347 346 345L344 343 342 341 340 L2 N62°16'12"IN 115.90, C2 3°57'35" 358.00' 24.74' 12.38' ' " o \PROP.STORM S �c 2 PROP.SEWER °' W0 m+ PERSPRA ,; PROP.RIW M�� _ . L3 N 874801"W 50 00' C3 25°31'48" 110 00' 49 01' 24 92' 60 \1\ L4 N 62°1612"W 212 29' C4 OS°31'49' 38 00' 136 31' 167 73' SEPARATEPLAN PLN — + 1 L5 N 58°1837"W 37.79' C5 12°55'59' 672.00' 151.69' 76.17' 5 9 TO G L6 N58°18'37"W 86.13' C6 12°55'59" 692.00' 156.20' 78.43' P �� _ _ L7 N 62°16'12"W 224.81' C7 3°5T35" 378.00' 26.12' 13.0T y Z 9 & {ZG C7,�goti � ,�ryt��° CB 1 oa --� rF�e9�-- - -{,�QED 1�- - - _ _ L�\\/ C8 18°46'14" 338.44' 110.88' 55.94' •'�,� __- _ —— 6 11 c CR1 86°5T50" 25.00' 37.95' 23.71' -. PROP.WATER V °,0 a��c4 i rn 11 6 CR2 89°04'35" 25.00' 38.8T 24.60'e` PROP.RM PER SEPARATE 7 /7 m N :•1 PLAN + + � 329 330 331 0 332m I '333 334 M 335 336 337 O Mwr mm f 1 SEE SHEET f0 AST/ WAY FL ORE/VCE DRIVE 40' 0 40' 80' 120' 1'= 40' E RSC 6/30/2 2 M 6 E I PC-2021-0014 BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REWENED FOR SEAL UNAUTHORIZED CHANGES: FROM THE INTERSECTION OF COMPLIANCE WITH THE APPROPR14IF CON2/77ONS gOFESS/ CITY OF LAKE E LS I N O R E SHEET ✓ W(ESHORE DRIVE AND DRYDEN OF DEVELOPMENT AND/OR CITY AND STATE �V C4070N-THE ENGINEER PREPARING THESE PLANS W/LL NOT BE o STREET �� o Coll: TOLL FREE �-,`4tOR AE(i ENGINFERS RESPON9IBCE OR LGBCE FOR UAwunroRIZED CMNQ`S rO 1NESE LAWS, AND A PERMIT CAN BE ISSUED. ti 9 �2 PLANS. ALL CHANGES'70 THESE PLANS MUST BE AARWIPED Br SOUTHEASTERLY NORTHEASTERLY %' CIVIL ENGINEERS•PUNNERS•SUrzvEroRs sn� pp m t880 COnrPTON AVENUE.SUITE 100•CORONA,Cn.92881-3370.951-734-213C PREPARER OF THESE PLANS AND 7NE C/IY ENGINEER. //1/�CT/VQ 36557 z TO THE CHISELED$QUAKE'IN 1—800 ¢ Ex�6�3 STREET IMPROVEMENT PLAN � THE TOP OF CURB AT BCR. 'L ,( I * P3 * PREPARED BY.' OF 40 422-4133 }l/�pg7E.7/19/2022 1v1� 3 G �� SCALE 1" = 40' FLORENCE DR 9+00.00 TO 13+68.26 SHEETS o BENCHMARK NO.C-95-3-1 4�,OFCAUFo 1�.�� 2�2�2022 N N ELEV.= 1356.45 MSL 71Y0 WORKING DAYS BEFORE YOU DIG REMON HAB/B, R.C.E. No. 83156 C/TY ENGINFER VICTOR A. ELIA DATE FILE No. (1929 DATUM) DESIGNED BY: DRAWN BY: CHECKED BY: C/IY OF LAKE ELS/NORE 22-153 CONSTRUCTION NOTES AND OUAN777Y ES77MA7E 1 23 # DESCRIPTIONN T IN NT PI 13 21 O CONSTRUCT 4"A.C. OVER 6"A.B. (SECTION TO BE VERIFIED WITH R-VALUE TEST) a = 5 CONSTRUCT CONT/NGUOUS SIDEWALK PER / 2 0.0'VC O C17Y OF LAKE ELSINORE S7D. NO. 210. , +m PI 13 7.1 \ W/D7H= 5) + + :R \ 6 CONSTRUCT CONCRETE CURB& GUTTER + \ `!' 3.26' O TYPE 6 PER CITY OF LAKE ELS/NORE U / o w w\ o STD. NO. 200 +N y c> +N 3 3 N O7 CONSTRUCT CURB R W TYPE/PER C17Y OF LAKE ELSINORE STANDARD NO. 214A. + A 82.14' C 0 CU VE / f + Fy \ 11 LOCALTR DEPRESSION UCT CURB NPER LET CATCH OF�LAKE SIN AND K.S RF E \ ELS/NORE302A. / +,6 'LY OP F P IN / $ 10 DO. C \ 10.00' C +� 2 OOT VC 00 +o +� - + LINE TABLE -1.0% e + ,X o + LINE# BEARING LENGTH + o ow y A o L1 N 1'13'41"E 863.44' i2+ L2 N 24°77'59"W 50.00' + y L3 N1°13'41"E 186.43' RF CE L4 N1°13'41"E 210.98' O° PO T. 140.00'VC L5 N1°13'41"E 123.83' = 334 4 \ L6 N1-13'41-E 695.49' / L7 NA. 5°35'07"E 109.27' -.32 + N o PO TIO OF 00.0'V \ .8 * F/ 1 e°p 2K 2 CURVE TABLE T +m CURVE# DELTA RRDIUS LENGTH TANGENT \ C1 05°31'34' 38.00' 136.31' 167.76' PROF/LE SCALEEDX S YT PO c l o \ c2 25°31'40" 110.00' 49.01' 24.92' - iL A _ HOR/Z. = 1=40' 8� m � - C3 87072'17" 25.00' 38.05' 23.81' VERT. = 1=4' C4 92°4743" 25.00' 40.49' 26.25' 1 2 3 4 5 6 8 C5 87°04'55" 25.00' 38.00' 23.76' C6 92°55'05" 25.00' 40.54' 26.31' 07 9000120" 25.00' 39.28' 25.01' C8 89°58'40" 25.00' 39.26' 24.99' HOFF AVENUE SEE OF5FL PLANS I PROP.STORM (i ENT. I TL INT. DRAIN PER PROP.WATER 4+46.23 D LBEER ST 7+47.22 DOLBEER ST PER SEPARATE =1+00.00 FLORENCE DR PROP.R� - -- 7+33.08 BC g SEPARATE PLAN PLAN =+ __ tST+ H INTERSECTION (WEST) OFF PROP.SD PER =9+53.44 DOLBEER STREE SEPARATE PLANS ��:' L7 _ PROPERTY BOUNDARY PROP.SWR PER -_ -- i ti G _ 9+12.46 Q INT. SEPARATE PLANS - - - - - - - - - - - - -- - 8 _ I ECR 9+63 44 DOLBEER IT D BEER STREET rEC B.#15 9ti� e. 1 16 _ o¢CB#5°16 7 ",tiSG Fir ,�tG �tG =7+80.29 HOFF AVENUE 11. �,Sc� 603"0 ertti ,�1�114 �,Kati II 3ti0a�� o 9 - --5 ----- - ---- ----' �, t PER SEPARATE C 97 ECR PROP. l 7+04.47 7 `�2 9+18.42 - 11 lull, ��G ,o P ROP.SEWER PROP.R/W 11 ''v> 6 11 'o,�d BCR `\ o ECR 8+25.31 PLAN BCR 3.38 rc O RM7 >� 7 PROP.RM7 ECR `.'off o� 1+a3oa 1+47.44 313 314 BCR �I 4oslo OP.WTR PER 271 ECR BCR 1+43.08 I. S RATE PLANS 1 1+47.67 I�o ECR III I � BGR 364 SEE OFFS/TIE STREET PLANS 11 HOFF AVENUE I. SEE SHEET 1f SEE SHEET 7 AVELL/NO PL FLORENCE DR DOLSEER STREET 40' O 40' 80' 120' 1'= 40' ERSC 6/30/22 MB E I PC-2021-0014 BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL UNAUTHORIZED CHANGES: FROM THE INTERSECTION OF COMPLIANCE WITH THE APPROPRIATE CONDITIONS gOFESS/ CITY OF LAKE ELSINORE_ SHEET ✓ LAKESHORE DRIVE AND DRYDEN OF DEVELOPMENT AND/OR C17Y AND STATE �Q CAU7/0N-7NE ENGINEER PREFAB/NG 7NESE PLANS WILL NOT BE o STREET �� o Coll: TOLL FREE �-,`4tOR AE(i ENGINFERS RESP26IIBCE OR LGBCE FOR UANUnroRIZED CMMI rO 7NESE LAWS, AND A PERMIT CAN BE ISSUED. ti 9 �"2 PLANS. ALL CHA/✓GE3'rO 7HESE PLANS MUST BE APPROHED 8r SOUTHEASTERLY NORTIIEASTERLv %' avlL ENGINEERS RUNNERs•surzvEYORs sn� pp m 1880 COMPTON AVENUE.SUITE t00•CORONA,Cn.92881-3370.951-734-2130 PMPARER OF THESE PLANS AND THE C/IY ENGINEER. //1/�CT/VQ 36557 z TO THE CHISELED'SQUARE'IN 1-C7OO ¢ Ex u 63 STREET/MPROVEMEiVT PLAN THE TOP OF CURB AT BCR. 'L ,( I * P3 * PREPARED BY.' OF 40 422-4133 }l/�pg7E.7/19/2022 IVI� 3 SCALE 1" = 40" DOLBEER STREET 1+00.00 TO 7+53.48 SHEETS o BENCHMARK N0.C-95-33 ' g1�.GFcaUFOR� JX. 21212022 N N ELEV.= 1K NO. -9 TWO WORWNG DAYS BEFORE YOU DIG REMON HAB/B, R.C.E. No. 8JI56 CITY ENGINEER VICTOR A. ELIA DATE FILE No. (1929 DATUM) DESIGNED BY: DRAWN BY: CHECKED BY: C/IY OF LAKE ELS/NORE03 22-154 CONSTRUCTION NOTES AND OUAN777Y ESZU417E P=122.fi DESCR/PT/ON + a OCONSTRUCT 4"A.C. OVER 6"A.B. (SECTION TO BE VERIFIED W17H R-VALUE TEST) 3 O CONSTRUCT CONT/NGUOUS SIDEWALK PER C17Y OF LAKE ELSINORE STD. NO. 2>O. , RO SE o CONSTRUCT CONCRETE CURB& GUTTER C. 1 O SIDE 6 PER 20017Y OF LAKE ELSINORE 9'0 C o rn PR PO ED $ o PI 13 .60 DEN ICA +M UR O OF LCONAKE ELS/NOREUCT CURB RSTANDARD NO.ER C17Y 2144. CONSTRUCT CURB INLET CATCH BASIN AND + + 11 LOCAL DEPRESSION PER C17Y OF LAKE ELS/NORE STD. NO. 302A. + 1 2 P OP SED F Al L;L a< PI=1 34.7 + D NTI AL 12 2 i1 CL S PRfUR + +" + S' T OF PIT a 1 2 PI 1 22. PROF/LE SCALE HOR/Z. = 1=40" R = 1=4" ---- ILI D1 -,I iL 1 2 3 4 LINE TABLE CURVE TABLE AVELL/NO PL FLORENCE DR LINE# BEARING LENGTH CURVE# DELTA RADIUS LENGTH TANGENT SEE SHEET 12 8+95.30 PROP.WATER 10+69.00 L1 N 31°45'18"E 77.70' C1 8°53'02' 320.00' 49.62' 24.86' c>PROP.STORM ECR o DRAIN PER W PER SEPARATE BCR E SHEET 1+45.00 SEPARATE PLAN H PLAN m 3+57.81 j L2 N 40°38'18"E 56.69' C2 11°5905" 280.00' 58.57 29.39' 7 BCR 297 N 0 332 ECR (: I L3 N28°39'59"E 56.83' C3 11°59'05" 320.00' 66.94' 33.59' 3+40.14 w 286 _I - " a PEC.B.#23 7 L4 S 31'45'16"W 32.70' C4 8°53'02' 280.00' 43.41' 21.75' 11 + N h L5 S 40°3818 W 56.69' C5 8°53'02' 300.00 46.52' 23.30' rk TNT. 344_ _ _ - L6 IN28'39'13'E 14.16' C6 11°59'05" 300.00' 62.75' 31.49' , 1G -P T�d--3'L4�'--- -- �o 1+00.00 ASTI VVA1' - - --- ----�___ - L7 S 31°45'16"W 32.69' CR1 90'0D00" 25.00' 39.27' 25.00' =9+4.0 E PL b 7 m �°, C5 �°j e41ogF�" 1� �BN ST WA J. .Tj 6jlC N`" 7 '. t-------- 1 --- - -�,e -3 =1�+00.67AL I ENYED L8 S40'38'18"W 5669' fj I CR2 90°00'00' 25.00' 39.27' 25.00' 287 o PROP R/W 343 L9 N28'39'13"E 11.26' CR3 86°5750" 25.00' 37.95' 23.7T . - `,a CR4 89°04'35" 25.00' 38.87' 24.60' tc SEE SHEET �2 +4ECR+ 296 'PRo.sewER M a- 333 s 11 AVELL/NO PL 9+85.30! PLAN PEREPARATE N 3+41.04 Mi �� BCR (IC.B.124 IT 7 , _ .a � SEE SHEET 8 ,6l 77666/C 3+54.91 FLORENCE OR 676q O O 1FS BCR 1714FT6 ,ybr� AST/ WAY ECR55.97 EB 36.6644 Fs / o / �0 0933`�11'/S/98 OUR 3377 C92 40' 0 40' 150' 120' 7"= 40' E RSC 6/30/22 M 6 E I PC-2021-0014 BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL UNAUTHORIZED CHANGES: FROM THE INTERSECTION OF COMPLIANCE WITH THE APPROPRIATE COND/T70NS gOFESS/ CITY O F LAKE E LS I N O R E SHEET ✓ W(ESHORE DRIVE AND DRYDEN OF DEVELOPMENT AND/OR C17Y AND STATE �Q C+1U7/0)V 7NE ENGINEER PREPARING THESE PLANS WELL NOT AaF S o STREET � o Coll: TOLL FREE �-,`4tOR AEI, ENGINFERS RESPaU1bZE OR LueLE FOR unwunroRrzEo cNaucEs m 7NESE LAWS, AND A PERMIT CAN BE ISSUED. ti 9 �2 PLANS. ALL CHANGES TO 7NESE PLANS MUST BE APRRO✓ED eY SOUTHEASTERLY NORTHEASTERLY %' CIVIL ENGINEERS-PUNNERS-SUrzvEYORS sn� pp w m 1880 COnrPTON AVENUE.SUITE t00-CORONA,Cn.9210 881-3370-95t-731-213C PREPARER OF THESE PLANS AND THE CE7Y ENGNNEER. TRAIT NO. 36557 z TO THE CHISELED'SQUARE'IN 1-C7OO Ex 63 STREET/MPROVEMEiVT PLAN THE TOP OF CURB AT BCR. 'L ,( I * P3 * PREPARED BY.' OF 4O 422-4133 }l/�pg7E.7/19/2022 1v1� 3 SCALE 1" = 40' ASTI WAY 1+00.00 TO 4+00.48 SHEETS o BENCHMARK NO.C-95-33 < v q>L.0IVI ORS �fi�:.. 21212022 N N ELEV.= 1356.45 MSL TWO WORIONG DAYS BEFORE YOU DIG REMON HAB/B, R.C.E. No. 83756 C17Y ENGINEER VICTOR A. ELIA DATE FILE No. (1929 DATUM) DESIGNED BY: DRAWN BY: CHECKED BY: 017Y OF LAKE ELS/NORE 22-155 CONSTRUCTION NOTES AND OUANTITY ESTIMATE DESCR/PT/ON 0.. OCONSTRUCT 4"A.C. OVER 6"A.B. (SEC7TON TO BE VERIFIED WITH R-VALUE TEST) = 346 20 O5 CONSTRUCT CONT/NGUOUS SIDEWALK PER C/TY OF LAKE ELSINORE'STD. NO. 210. , WIDTH= 5: 24 + + o PI 13 .67 6 CONSTRUCT CONCRETE CURB& GUTTER +m O TYPE 6 PER C/TY OF LAKE ELS/NORE STD. NO. 200 + + + o O7 CONSTRUCT CURB RAMP TYPE/PER C/TY WILY P F OF LAKE ELSINORE'STANDARD NO. 2144. E.S RFAE CI 15.01' C PI=133.09 346 2 + + n1l \ + +M 2 0%M \ + + 51 \ 'n o e,+, % �� + 50.0'VAT ilp m c5 EX. UR&E _ /? n o RIK 124% +n + PI 13 .67 \ +e S'YT PO O% o 50.0'V \ % ipj PROF/LE SCALE m +m HORY = 1=40' VERT. = 1=4" 1 2 3 4 5 6 7 8 9 DOLSEER ST LINE TABLE CURVE TABLE SEE SHEET 9 LINE# BEARING LENGTH CURVE# DELTA RADIUS LENGTH TANGENT o I L1 N 88°25'58"E 370.07' C1 5°44'27" 512.00' 51.30' 25.6T 1 I L2 N 85°49'35'W 143.15' C2 27°34'51' 312.00' 150.19' 76.58' II 313 312 311 310 309 308 o m L3 N 58°14'44"W 15.35' C3 27°34'51" 272.00' 130.93' 66.76' o 307 306 R 305 W 304 303 302 301 L4 N58074'44"W 15.35' C4 5°44'27" 472.00' 47.29' 23.67' I 7 PROP.SEWER N 300 L5 N 85°4935'W 143.15' C5 5°44'27" 492.00' 49.30' 24.67' 1+46.58 PER SEPARATE BCR PLAN �ZG __.. ,4 _...... - _� - .�: _ 5 + C6 27°34'51' 292.00 140.56 71.6T 1� L6 N 88°25'58'E 374 33' ti r c s c _ 299 INT. �a`°,� N o VEL INO PLACE 5 _ 19 � N L7 N 88°25'58"E 416 65' CR1 92°4743" 25 00' 40 49' 26 25' 1+00.00 AVELLINO PL I {�,�� - - 6 _ ----- o 298 L8 N 85°4935"W 143.15' CR2 87'1217" 25.00' 38.05' 23.81' I =4+46.23 DOLBEER ST SG L7 - _- -_ 1, I .. - - �5 - - 9�___ •�: N ,__..._ t� o L9 N58°7444"W 15.35' SG 0.� L6 1 � -�"WIC I" PROP.WATER m J W =_ .- y. :. 1+42.31 _ �I 0 ^7 ECR 2 PER SEPARATE I ° _ z �V 4� PLAN V + IT I i 271 272 273 274 275 276 277 278 279 1336.1 280 281 282 283 LTG<9 PROP.R/W 284 SEE SHEET p DOLSEER ST �P 285 AI/ELL/NO PLACE a 40' 0 40' 80' 120' ERSC 6/30/22 MB >"= 40' EIPC-2021-0014 BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL UNAUTHORIZED CHANGES: FROM THE INTERSECTION OF COMPLIANCE WITH THE APPROPIBMIF COND/T/ONS gOFESS/ CITY OF LAKE E LS I N O R E SHEET ✓ W(ESHORE DRIVE AND DRYDEN OF DEVELOPMENT AND/OR C17Y AND STATE �V C+1U7/0N-THE ENGINEER PREPARING 7NESE PLANS WILL NOT BE o � FEET o Call: TOLL FREE �-,`4tOR A E(, ENGINFERS RESPaU1bfE OR LA&E FOR UANUT/roRIZED CNaucES rO 1NESE LAWS, AND A PERMIT CAN BE ISSUED. ti 9 �2 PLANS. ALL CHANGES TO 7NESE PLANS MUST BE APPRO✓ED 8Y SOUTHEASTERLY NORTIIEASTI:RLY %' CIVIL ENGINEERS-PUNNERS•SURVEYORs pp m 1880 COMMON AVENUE.SUITE 100000RONA,Cn.92881-33)0.951-731-213C PREPARER OF THESE PLANS AND TNT C17Y ENGINEER. TRACT NO 36557 z TO THE CHISELED'SQUARE'IN 1—800 ¢ E>c10 6�3 STREET/MPROI/EMENT PLAN � THE TOP OF CURB AT BCR. 'L ,( I * P3 * PREPARED BY.' OF 40 422-4133 } /�pg7g.7/19/2022 IV1� 3 G �� SCALE 1" = 40' AVELLINO PL 1+00.00 8+65.00 SHEETS o BENCHMARK NO.C-95-33 q�,OFCAUFO�e� 1 X. 21212022 N N ELEV.= 1356.45 MSL 71Y0 WORKING DAYS BEFORE YOU DIG REMON HAB/B, R.C.E. No. 8JI56 CITY ENG/NEER VICTOR A. ELIA DATE FILE No. (1929 DATUM) DESIGNED BY: DRAWN BY: CHECKED BY: C/IY OF LAKE ELS/NORE No. 6486L. 22-156 CONSTRUCTION NOTES AND OUAN777Y ESTIMATE PI411 55.5 # DESCRIPTION + O CONSTRUCT 4"A.C. OVER 6"A.B. (SECT/ON TO + 3 o e BE VERIFIED WITH R—VALUE TEST) +N OCONSTRUCT CONT/NGUOUS SIDEWALK PER CITY OF LAKE ELS/NORE STD. NO. 210. , +> + WIDTH= 5: + - �_,5 39' .C. CONSTRUCT CONCRETE CURB& GUTTER IN 1J.00' C © TYPE 6 PER CITY OF LAKE ELSINORE STD. NO. 200 77 CONSTRUCT CURB RAMP TYPE/PER CITY OF LAKE ELS/NORE'STANDARD NO. 214A. PO .0 45 VC 69.0'V S. AFf + 00 11 CONSTRUCT CURB INLET CATCH BASIN AND + LOCAL DEPRESSION PER C17Y OF LAKE +o ELS/NORE STD. NO. 302A. 1 4 � + + OP SEA PI In In. FS + POP SED + zol CU B ,+ 1 3.4 VC ID TI L 3 450 0' C I= 33 11 +c + _ + +M ^IOE IC L +m +u + PR OS 0 F +m +a + 1�2 + + S'YT PO + 450 00' C +< +m +m Hi TOP OF PROF/LE SCALE HORY = 1=40" IL VERT. = 1=4" �J_ lilt ——— 9 10 11 12 13 14 AST/ WAY LINE TABLE CURVE TABLE SEE S wET N! LINE# BEARING LENGTH CURVE# DELTA RADIUS LENGTH TANGENT ' S4R0/N14 OR _1 N 58°14'44"W 30.30' C1 4°08'24" 512.00' 37.00' 18.51' ' I SEE -SH_ E_ E_T L2 N 58*14'44"W 112.92' C2 4°08'24" 472.00' 34.11' 17.06' 297 III. i 296 295 294 293 292 222 I L3 N54°06'20"W 206.26' C3 4°08'24" 492.00' 35.55' 17.78' I'_ II I 40+24.75 --- _ti t L4 N54°O6'20'W 199.71' CR1 WIDOW 25.00' 39.27' 25.00, {{{` '71 PROP.SEWER BCR �I �� ,.1I 1+4 ECR N PER SEPARATE `n'�y'Y� L5 N58'14'1 233.21' CR2 90'00'UU' 25.00' 39.27' 25.00' 1+45.00 I1 PLAN 13+4002 L6 N58°14'45'W 233.21' CR3 90°10'59" 25.00' 39.35' 25.08' BCR 7 5 + + l� PROP.R/W ECR �^ 9+85.30 6 0 = L7 N54°06'20"W 250.62' CR4 02°32'00 25.00' 44.74' 31.1T 0 8+95.30 _ BCR _— - f —— - —— — _ --� ECR - r _ mgyp` �p c AVELLI O PL ��°`�e qE INT. 1 t2 L7 - - - 1 VELLINO PL =39+79.90 SARMMR S S __ 13+33.48 W - PROP.STORM M 33 PROP.WATER — —— BCR �h — + "� 3 PER SEPARATE ' DRAIN PER 11 SEPARATE PLAN + a1. PLAN 223 ECq 24.61 286 287 288 289 290 291 INT. -- PROP.R/W 9+40.30 AVELLINO PL SF�@ =1+00.00 ASTI WAY AI/ELL/NO PLACE 40' O 40' 150' 120' E RSC 6/30/22 M 6 1 _ 41 E I PC-2021-0014 m BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL UNAUTHORIZED CHANGES: FROM THE INTERSECTION OF COMPLIANCE WITH THE APPROPRI41F CONDITIONS gOFESS/ CITY OF LAKE E LS I N O R E SHEET ✓ W(ESHORE DRIVE AND DRYDEN OF DEVELOPMENT AND/OR C17Y AND STATE �Q C4U7/0N-THE ENGINEER PREPARING THESE PLANS W/LL NOT BE o STREET �� o Coll: TOLL FREE �-,`4t08 AE(i ENGINFERS RESPON9IBCE OR LGBCE FOR UNWrNORIZED CMM2FS rO 1HESE j LAWS, AND A PERMIT CAN BE ISSUED. ti 9 �2 PLANS. ALL CMWES TO 7HESE PLANS MUST BE APPRO✓ED BY 12 SOUTHEASTERLY NORTHE STERLY %' CIVIL ENGINEERS-PUNNERS•SURNEYORs pp m '880 CO_0P AVENUE,SUITE 100•CORONA,CA.92881-3370.951-734-2111 PREPARER OF THESE PLANS AND THE C/TY ENGINEER. //1/�CT NO 36557 z TO THE CHISELED'SQUARE'IN 1—800 ¢ Ex.6�3 STREET/MPROVEMEiVT PLAN � THE TOP OF CURB AT BIER. 'L ,( I * P3 * PREPARED BY.' OF 40 422-4133 }l/�pg7E.7/19/2022 1v1� 3 SCALE 1" = 40' AVELLINO PL 8+65.00 TO 13+84.38 SHEETS o BENCHMARK NO.C-95-33 4�OFcauFOR� JX. 21212022 N N ELEV.= 1356.45 MSL 71Y0 WORKING DAYS BEFORE YOU DIG 017Y O HAB/B, R.C.E. No. 83156 C/TY ENGINFER VICTOR A. ELIA DATE FILE No. (1929 DATUM) DESIGNED BY: DRAWN BY: CHECKED BY: C/IY OF LAKE ELS/NORE 22-157 CONSTRUCTION NOTES AND OU"777Y ESTIMATE DESCRIPTION OCONSTRUCT 4"A.C. OVER 6"A.B. (SECTION TO BE VERIFIED WITH R-VALUE TEST) O5 CONSTRUCT CONT/NGUOUS SIDEWALK PER C/TY OF LAKE ELSINORE"STD. NO. 210. , + 4 0.. WIDTH= 5: -ECSLRFA E E 39 .C. m o CONSTRUCT CONCRETE CURB& GUTTER a < +VI © TYPE 6 PER C17Y OF LAKE ELS/NORE .50 P=1 60.1 +m m STD. NO. 200 OSE + 7CONSTRUCT CURB RAMP TYPE/PER C17Y OF LAKE ELSINORE-STANDARD NO. 214A. C B or- + O7 CONSTRUCT CURB RAMP TYPE/PER C17Y oz OF LAKE ELSINORE STANDARD NO. 214A. N'Y T P 0 10 CONSTRUCT 10'CROSS GU77ER PER C17Y OF LAKE ELS/NORE STANDARD NO. 209 \+ zll Ift B 11 CONSTRUCT CURB INLET CATCH BASIN AND LOCAL DEPRESSION PER C17Y OF LAKE ELS/NORE STO. NO. 302A. \ +m \ + - PI=160. �m \ A. \ + ` Nm +m + e m Eak I I LINE TABLE R00 DF �+ rn m + LL LINE# BEARING LENGTH M + L1 N 42°50'57"E 80.30, L2 N 42°50'57"E 63.02' L3 N 53007'22"E 83AT \ \ + L4 N 58°28'54"E 88.36' L5 N 14052'35"E 50.00' RO + 0% \ L6 N 40°16'47"E 99.62' C RB + ��, m � 'ton, � � L7 N 58°28'54"E 88.36' S'L TOF OF Vo +CURF LS N 36°34'26"E 42.88' 5 L9 N 53°07'22"E 83.47' L10 N 42°50'57"E 233.33' L11 N 42°50'56"E 233.33' PROF/LE SCALE H01I = 1-40 \ L12 N 53°07'22'E 83.47' VERT. = 1=4 L13 N 36°34'26"E 42.88' L14 N 58°28'54"E 88.36' 35 36 37 38 39 40 41 42 43 44 45 L15 N 40*16'47'E 99.62, CURVE TABLE CURVE# DELTA RADIUS LENGTH TANGENT C1 10°16'25" 320.00' 57.38' 28.77' C2 4°4141' 280.00' 22.94' 11.48' C3 22*46,14" 320.00' 127.17' 64.44' LA SPEZ/A LANE Al/ELL/NO PL C4 15°09'19" 280.00' 74.06' 37.25' SEE SHEET 14 SEE SHEET 12 _ 13+3348 - E T. 'I 215 214 C5 28°2T02" 110.00' 54.62' 27.89' 14 259 26+70.38 tr I I - I� 26+70.38 226 22.5 W 224 223 BGR )�' I ') 222 221 � C6 05-24-13' 38OU' 136.23' 168.59' \=�' BCR 1 EC36+99.74 m 39+24 61 1) 13+40.02 2 21 8 217 216 36+09.74 10 \ 1V,�. BCR a `� ECR ��9�TC ECR 20N 219LC U.B.0�& C7 18°1207 32000 10166 5126' m m PROP.SEWERp1 g o40+24.15 6 / CS 21°5429' 280UV 107O6 5419' ECR .�\ �- _ --_ N ARATE / .� N _o' __ M 39+10 44 / ,Q BCR m ' PROP R/W c chi 7 7 - �� _ 11 �C B.#21 �� - - _- - t$, i� ,K�3 C9 16°3256" 320.00' 92.43' 46.54' \ ER SEP - c _ w _ � ( PLA fit + . 11V�V it � C10 10°1625 28000 5021' 25.1T W ,1V Q V1e3°�37 0 C71 38 41 RDINIA 95 \ 1/ 1 aB 1p ti 4 1 S - e _ - C11 10°1625' 300.00' 53.79' 26.97' 0 ti p 9 e` c �I �6 i e � _ .-+ - s� � L13 _F.15 „r C12 16°32'56" 300.00. 86.65' 43.63' N - - --- - -- -r am--- ,159,'lG 1L8- -- i ZC G13 21°54'29' 300.00' 114.71' 58.06' - - - - - - G�E74 hha�V -� C14 18°1207 300.00 95.31 48.06' � T T I o , 212 C15 23°23'20' 288.36' 117.71 59.69' 6 39+61.92 + I PROP.WATER -'w 33 + -4.0 + PER SEPARATE + m 6 CR1 90°00'00' 25.00' 39.27' 25.00' v+ 3 I m PROP.STORM v PLAN " c 211 CR2 90°00'00' 25.00' 39.2T 25.00' 0 200 DRAIN PER 201 202 203 204 205 N SEPARATE PLAN + BUT--- 206 a 208 209 210 CR3 02°32'00' 25.00' 44.74' 31.17' 4 195 196 197 198 199 E T 207 CR4 901059" 25.00' 39.35' 25.06' CL INT. �INT. 36+54.74 SARDINIA DR 39+79.90 SARDINIA DR y =27+15.38 LA 5FLLIA LN =13+84.38 AVELLINO ST SARD/N/A DRIVE E I P C-2021-0014 40' ° 40- 80- /20- E RSC 6/30/22 M B 7"= 40' BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL UNAUTHORIZED CHANGES: FROM THE INTERSECTION OF COMPLIANCE WITH THE APPROPRIATE CONDITIONS gOFESS/ CITY OF LAKE ELSINORE SHEET ✓ W(ESHORE DRIVE AND DRYDEN OF DEVELOPMENT AND/OR CITY AND STATE �Q C,1UT/0N-THE ENGINEER PREPARING 7NESE PLANS#ILL NOT BE o STREET �� o Coll: TOLL FREE �-,`4tOR AE(i ENGINFERS RESPON9IBCE OR L14&f FOR UANUnroRIZED CM4M-S rO 7HESE j LAWS, AND A PERMIT CAN BE ISSUED. s �2 PLANS. ALL CHANGES rO THESE PL0S MUST BE AA-AVWD BY SOUTHEASTERLY NORTIIEASTERLv %' CIVIL ENGINEERS-PUNNERS•SUrzvEYORS sn� p m 1880 COMPTON AVENUE.SUITE t00�CORONA,Cn.92881-33)0.95t-)34-2130 PREPARER OF THESE PLANS AND THE C/IY ENGINEER. //1/�CT NO 36557 z TO THE CHISELED'SQUARE'IN 1-800 ¢ Ex 63 STREET IMPROVEMENT PLAN THE TOP OF CURB AT BCR. 'L ,( I * P3 * PREPARED BY.' OF 40 422-4133 }l/�pg7E-7/19/2022 IVI1 SCALE 1"=40' SARDINIA DR 35+29.44 TO 44+27.55 EL] o BENCHMARK NO.C-95-33 ' OFcauFOR� JX. 21212022 N N ELEV.= 1356.45 MSL 71Y0 WORKING DAYS BEFORE YOU DIG REMON HAB/B, R.C.E. No. 83156 C17Y ENGINEER VICTOR A. ELIA DATE (1929 DATUM) DESIGNED BY: DRAWN BY: CHECKED BY: CITY OF LAKE ELSINORE IRE No. 64803 22-158 CONSTRUC77ON NOTES AND OUAIV777Y ESTIM417E / # DESCRIPTION ` OCONSTRUCT 4"A.C. OVER 6"A.B. (SECTION TO BE VERIFIED WITH R-VALUE TEST) O5 CONSTRUCT CONT/NGUOUS SIDEWALK PER C17Y OF LAKE ELSINORE-STD. NO. 210. , W/D7H= 5: CONSTRUCT CONCRETE CURB& GU7TER PI=11367 8 \ © TYPE 6 PER C17Y OF LAKE ELSINORE- .S RF CIE-, \ STD. NO. 200 CONUCT 1 .B5. / \ O OF LAKE ELS/NORERSTANOARD NO.E2144. O.C. O.C. / + o +m ED +" + e a 13 5 PI=1167.60 \ AUt \ \ + om SIR +� / 1365 IF I + , f ROP 3SE1FS 1 5 + +� oo.D'V \ _ \ \ zi / \ \ / +� +� + +� +� 39' .C. -Ip +� / +16 +m / worie 1365 + + / LY P F PROF/LE SCALE HORY = 1=40" VERT. = 1=4' ` 19 20 21 22 23 24 25 26 27 `�E SHEET R 233 232 231 230 229 228 227 226 T, 25 25' ' LINE TABLE CURVE TABLE 235 234 36 99.74 I' ' LINE# BEARING LENGTH CURVE# DELTA RADIUS LENGTH TANGENT PROP.SEWER N "' 1 L7 N 84°26'19"W 41.04' 01 71°39'49" 60.00' 75.05' 43.32' 236 PER SEPARATE N tie _ - _ _ _ _ ' PROP.R/W PLAN + +� J ' ,' L2 N 85°19'28"E 45.50' C2 10°14'13" 110.00' 19.65' 9.85' 237 - -: . y L3 N 58°54'28"W 296.54' C3 35°46'04" 440.00' 274.68 141.98' LA SPE IA LANE 5 c �3�.t 6E o . 238 o z4 Ls c � ---, 9,`� +i r I/N L4 N 47°09 03'W 5 00' 04 11°45'25" 320 00' 65 66 32 95' .v� I`1 ,I L6 N 58°5428'L5 IN "W 5 00' C5 11°45'25" 280 00' 57.46 28 83' 7�2 'W 296 54' C6 35°46'04" 400 00' 249 71 129 0T .. _ � � L7 N 85°1928"E 92.38' C7 54°5407" 35.00' 33.54' 1818 239 i Y- \♦ l R L8 N 85'19'28"E 92.38' C8 54°5407" 55.00' 52.70' 28.57' i PROP.WATER t ><� `2�Y PER SEPARATE �m 1+ + L9 N 58°5428"W 296.54' C9 35°46'04" 420.00' 262.19 135.53' eo 6 PROP.PoW PLAN 240 365.03 36497 X 2J6 FCROB I4 L10 N47°09'03"W 50.00' C70 11°45'25" 300.00' 61.56' 30.89' To 251 252 253 254 255 257 258 I� 250 259 I< CR1 90-00-00" 25.00' 39.27' 25.00' •O9 � 241 T58C / I�. CR2 90°00'00" 25.00' 1 39.27' 1 25.00' 249 sEE syEET I n 242 � % 248 .� o - T �x5 247 LA SPEZ/A LANE AM MIL/NE 19*00.00 ° SEE SHEET 15 40' 0 40' 80' 120' 1"= 40' E RSC 6/30/2 2 M 6 E I P C-2021-0014 BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR SEALUNAUTHORIZED CHANGES: FROM THE INTERSECTION OF COMPLIANCE WITH THE APPROPRLATE CON01T70NS gDFESS/ ffff1VppN-C=1Njsm%1 CITY O F LAKE ELSINORE SHEET LAKESHORE DRIVE AND DRYDEN OF DEVELOPMENT AND/OR CITY AND STATE � RL5P N-rNE R Lh48ER PREPARING THESE PLANS WILL O 7 EaF SSTREET 40�Er o Coll: TOLLFREE ♦�AE(, RESPON9ALL OR LGBCE FOR S'PLANS MU cHE AA VI D 8Y LAWS, AND A PERMIT CAN BE ISSUED. s �2 PLANS. ALL cHANGEs 7i7 1HESE aLAros,vusr DE APA3eoPED er 14 SOUTHEASTERLY NORTHEASTERLY %' CIVIL ENGINEERS•PUNNERS•SUV337s sn� pp m 1880 COMPTON AVENUE.SUITE t00•CORONA,Cn.92881-3310.95t-)34-2130 PREPARER OF THESE PLANS AND rHE C17Y ENGINEER. TRAIT NO. 36557 z TO THE CHISELED'SQUARE'IN 1-C7O0 ¢ Up.6�3 STREET IMPROVEMENT PLAN THE TOP OF CURB AT BCR. P 130LZ3 a I - * * PREPARED BY* LA SPEZIA LN 19+00.00 TO 27+15.38 of 4� 422-4133 } /'GATE'7/19/2022 1V1� SCALE 1"=40' SHEETS p BENCHMARK NO.C-95-33 4�,GFcauFOS`a �fil:.�. 2�2�2022 N N ELEV.= 1356.45 MSL TWO WORKING DAYS BEFORE YOU DIG REMON HABIB, R.C.E. No. 8JI56 C17Y ENGINEER VICTOR A. ELIA DATE FILE No. (1929 DATUM) DESIGNED BY: DRAWN BY: CHECKED BY: 017Y OF LAKE ELS/NORE 22-159 CONSTRUCTION NOTES AND OUANTITY ESTIMATE iL .68 VC 13 9.9 DESCR/PT/ON CONSTRUCT 4"A.C. OVER 6"A.B. (SECTION TO BE VERIFIED WITH R-VALUE TEST)OPO T0 10.00' C SC17Y OF LAKE ELSINORE STD. NO. 2>O.+ = WIDTHA CONSTRUCT CONCRETE CURB& GUTTER TYPE 6 PER C17Y OF LAKE ELSINORE STD. NO. 200 iR TOP OF O CONSTRUCT CURB RAMP TYPE/PER CITY OF LAKE ELS/NORE STANDARD NO. 214A. 3 3.7'V-C o LL + V + < <3 „a, 3 17.00' C C. O.C. CONSTRUCT CURB INLET CATCH BASIN AND PI 13 9.9 + ,� =136.OS 11 LOCAL DEPRESS/ON PER C17Y OF LAKE \ �� ELS/NORE STD. NO. 302A. O LY OP F =11-1+m +`� + 1 5 10.DD vc \ POP ED CURVE TABLE 1.79 + +n _ +m CURVE# DELTA RADIUS LENGTH TANGENT wm C1 0°57'22" 320.00' S.34' 2.67' P OP SED F !\ + _ + -o f+ + P=1 M.0 C2 36°24'13" 320.00' 203.32' 105.22' 11171 VC + -n ti N te C3 10°14'13" 110.00' 19.65' 9.85' V �' + C4 35°47'30" 60.00' 37.48' 19.37' \RN C5 32°04'46" 35.00' 19.60' 10.06' \ + w ,.6% 1 5 10.00' C + c C6 51°5T03" 280.00' 253.88' 136.42' +! \ IN -4.6% \ RO OSE FS C7 10°14'13" 110.00' 19.65' 9.85, P OP SED FS CB 51°57'03" 300.00' 272.01' 146.16' +W 1 0.0'V PI=1 67.1 a C9 32°04'46" 55.00' 30.79' 15.81' 6.RO SE + '+ m g CR1 82°30'19" 25.00' 36.00' 21.93' I=136.OB C B 6 + + m,g GIRL 82°30'19' 25.00' 36.00' 21.93' \ + o N + CR3 93°11'31" 25.00' 40.66' 26.43' U= CR4 87°12'23" 25.00' 38.05' 23.81' w q� +� + + 1 5 \ +"' LE ]87°12'23" 25.00' 38.05' 23.81' PR PO ED °47'37' 25.00' 40.49' 26.25' PROF/LE SCALE LY oP F UR HORY = 1=40' VERT. = 1=4" LINE TABLE 12 13 14 15 16 17 18 19 --_ ----- ___----� LINE# BEARING LENGTH L1 N 53°36'28"W 150.08, J a tie�e. �`6 3@'------ - L2 N 1°3924"W 107.72' 0 G L3 N 11°53'37"W 41.04' 179 L4 N1°39'24"W 150.21' tib � 1 L5 N 1°39'24"W 6.79' / \ 1364 O _7 �O O � ,��Q' L6 N 53°36'28"W 118.69' O - I mph L7 N63°50'41"W 12.W --\ R69♦ 1365.5 L8 N 53°36'28"W 150.08, O \7`;y65.59F�S /b oar q O O .� L9 N 1°39'24"W 247.11' 1364.86FS E �0o 100F�./. E ONAE E�N 1 51 PROP.WA 13AN� aN E ABATE \ '� SE 57 PLAN 2 2 - 14t33. 6 PROP.R/W 16 1: 4 I 9k5513 \ r��+ - - _ `+` fC xyg32 7 Iy�CE•�`�Q w gGP T •. .`\�SRC .. 86 x�� s+55°0�/ T 1P�A ' c8 1.5 z7 CR4 MY Fc QP ®- EG � Ra to ---_ 76 19�1. ,�`°a�.'`°' ♦� 1jECq SG4lE.•JtJo' .SG4[E J110' 246 0 PROP.R/W 85 �I"� ----- �� `• ^�`� � -.�%� 0 6\�� W 13sD. T � 245 5 PROP. VVV 7 x 1366.E 7 CD 94A z 8 ... ,3 52 ry. PROPFRS x P SFPA Mpq 136564 x �a9°a 1j, 3 V ��• �' VJP` SEWER PER BO OqN gA(ry c26x /a? 16 SEPARATE PLAN 1 7x� , N SKI l/ GIOG ,9652E \ as 366. F / C�lr W//,^, G 09 ,S• �'� GIF �'J6�G O O p� T366.61 / �?m 53F o / 54 �Y B+5si�� E a /� �' �C.B.813 Z c �pT S�EESPE��P 55 a 40- ° 4°- 8°- '2° SA VONA LANE E I PC-2021-0014 4 CR5 ERSC 6/30/22 MB BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL UNAUTHORIZED CHANGES: FROM THE INTERSECTION OF COMPLIANCE WITH THE APPROPRLATE COND/TTONS gOFESS/ CITY OF LAKE E LS I N O R E SHEET ✓ W(ESHORE DRIVE AND DRYDEN OF DEVELOPMENT AND/OR CITY AND STATE �Q C4070)11-RL5PaU THE ENGINEER PREPARING THESE PLANS WILL NOT ES o STREET 4Q FEET o Coll: TOLL FREE ,`cta A�t, ENGINFERS RESPONs/eLE oa LueLE FOR unwun%ezEo cHaucEs m 1HESE LAWS, AND A PERMIT CAN BE ISSUED. ti 9 �2 PLANS. ALL CMWES TO 7HESE PLANS MUST BE APPROHED BY 15 SOUTHEASTERLY NORTIIEASTI:RLY %' CIVIL ENGINEERS•PUNNERS•SURNEYORs sn� pp m 1880 COMPTON AVENUE,SUITE 100•CORONA,CA.9288,-3370.951-734-2130 PREPARER OF THESE PLANS AND THE C/IY ENGINEER. //1/�CT/VQ 36557 z TO THE CHISELED'SQUARE'IN 1-800 ¢ Exp.6�3 STREET IMPROVEMENT PLAN N THE TOP OF CURB AT BCR. 'L ,( I * 3 * PREPARED BY* OF 40 422-4133 }l/�pg7E.7/19/2022 1V1� 3 SCALE 1"=40' SAVONA LN 12+00.00 TO 19+00.00 SHEETS o BENCHMARK NO.C-95-33 q4-OFcaUFOR� CIi�:. 21212022 N N ELEV.= 1356.45 MSL TWO WORKING DAYS BEFORE YOU DIG REMON HAB/B, R.C.E. No. 8315E C17Y ENGINEER VICTOR A. ELIA DATE FILE No. (1929 DATUM) DESIGNED BY: DRAWN BY: CHECKED BY: C/IY OF LAKE ELS/NORE 22-160 CONSTRUCTION NOTES AND OUAN777Y ESAMA7E DESCR/PT/ON inn/ P=1 V 6 P TI 0 O CONSTRUCT 4"A.C. OVER 6"A.B. (SECTION TO BE VER/F/ED WITH R-VALLIE TEST) =1 71.23 m 48.9'0.. 49. 0.. 5 CONSTRUCT CONT/NGUOUS SIDEWALK PER O C17Y OF LAKE ELSINORE S7D. NO. 2>O. , + WIDTH on- = 5: s22 =13fi.86 = + + CONSTRUCT CONCRETE CURB& GU7TER s o + © TYPE 6 PER C17Y OF LAKE ELS/NORE STD. NO. 200 '9 0.0 V 49 P=1 72.8 5 'V .00' C / >LL \ 00. �LL + \ + +� 370 / AT L +� +n 1 4.04 0.. TA GE +n > PI 136 i.75 13 0 +M S'L TO OF 13 0 PT M PIP PROF/LE SCALE HORIZ. = 1=40" VERT. = 1=4" 29 30 31 32 33 34 35 36 it1gTC N EET 13 44 ,AI LINE TABLE CURVE TABLE 35+04,44 EC LINE# BEARING LENGTH CURVE# DELTA RADIUS LENGTH TANGENT 265 264 263 262 261 260 ' L1 N85°32'59"E 32.72' C1 36°50'35" 320.00' 205.7T 106.58' 266 '' 6�9c0c L2 N 57°36'27"W 262.66' C2 79132'36" 35.00' 48.59' 29.13' Z 34+s4ss 194 267 a a a ECR L3 N 42°50'57"E 74.79' C3 10°14'14" 110.00' 19.65' 9.85' 3 N 0 ��, 34+5 5 L4 N 42°50'57"E 25.00' C4 00°01'04' 60.00' 104.74' 71.53' 268 ¢w _ n _ __ R /,<: ,yS SCLEG L5 N 32°36'43"E 41.04' C5 10°14'14" 110.00' 19.65' 9.85' 269 aN _ -_ _ -_ _ S� ILY DRIVE m S L6 N47°22'13"W 41.04' C6 36°50'35" 280.00' 180.05' 93.26' 1 c - L 0 �33 tic+ L7 N57°36'27W 212.87" C7 36°50'35" 300.00' 192.91' 99.92' - 19�,�� L8 N 81 E 32.72' C8 79°32'36" 55.00' 76.36' 45.78' 17 5 6 193 L9 5 85°32'59"W 32.72' i P?eC i6 PROP.R/W m _ ,r- L10 S57°3627"E 262.66' / 5 - m L11 S 42°50'57"W 74.79' 192 z 185 186 187 188 189 190 191 184 3 W Z� a 183 a y N� S/C/L Y DRIVE- EIPC-2021-0014 E RSC 6/30/22 M 6 4 '2° I"- 40" BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL UNAUTHORIZED CHANGES: FROM THE INTERSECTION OF COMPLIANCE WITH THE APPROPRIATE CONDITIONS gOFESS/ C+1U7/0N-7NE ENGINEER PREPARING THESE PLANS WILL NOT BE CITY OF LAKE E LS I N O R E SHEET ✓ W(ESHORE DRIVE AND DRYDEN OF DEVELOPMENT AND/OR C17Y AND STATE �V o STREET �E o COII: TOLL FREE �-,`4tOR AELi ENGINFERS RESPaUlbZE OR LA&E FOR UANUrHORIZED CMN2fS TO 7YESE LAWS, AND A PERMIT CAN BE ISSUED. ti 9 �2 PLANS. ALL CHANCES TO THESE PLANS MUST BE AA-AVWD er 16 SOUTHEASTERLY NORTHEASTERLY %' CIVIL ENGINEERS•PUNNERS•SURNEYORs sn� pp w m 1880 COMPTON AVENUE.SUITE 100•CORONA,CA.9288,-3370.951-734-2130 PREPARER OF THESE PLANS AND THE C/7Y ENGINEER. //1/�CT/VQ 36557 z TO THE CHISELED'SQUARE'IN 1-800 ¢ Ex�6�3 STREET IMPROVEMENT PLAN � THE TOP OF CURB AT BIER. 'L ,( I * P 3 * PREPARED BY.' OF 4O 422-4133 }l/�pg7E,7/19/2022 1V1� G �� SCALE 1"=40' SICILY DR 28+90.00 TO 35+00.00 SHE o BENCHMARK NO.C-95-33 g7�.GFcaUFOR� L�.�� 2�2�2022 N N ELEV.= 1356.45 MSL TWO WORIONG DAYS BEFORE YOU DIG REMON HAB/B, R.C.E. No. 8JI56 C17Y ENGINEER VICTOR A. ELIA DATE FILE No. (1929 DATUM) DESIGNED BY: DRAWN BY: CHECKED BY: C/IY OF LAKE ELS/NORE 22-161 CONSTRUC77ON NOTES AND OUANT/TY ES77MA7E DESCRIPTION OCONSTRUCT 4"A.C. OVER 6"A.B. (SECTION TO BE VERIFIED WITH R-VALUE TEST) 136.1' 8.1 5.00' C 5 CONSTRUCT CONT/NGUOUS SIDEWALK PER O C17Y OF LAKE ELSINORE STD. NO. 210. , c� PI=1399.42 W/OTH= 5� >m 6 CONSTRUCT CONCRETE CURB& GUTTER O TYPE 6 PER C17Y OF LAKE ELS/NORE ,,, STD. NO. 200 13 O CONSTRUCT CURB RAMP TYPE/PER C17Y vt OF LAKE ELS/NORE STANDARD NO. 214A. + 39' .C. 39'O.C. 11 CONSTRUCT CURB INLET CATCH BASIN AND O LOCAL DEPRESS/ON PER C17Y OF LAKE N'Y T P 0WKS ELSINORE-STD. NO. 302A. k CONSTRUCT CURB OUTLET PER CITY OF w ` Id �� LAKE ELS/NOBS STD. NO. 300A AND m +� 300C. I EN CAL + \ PI=1 97.2 PEI +m .136 1' T C 22 8.1' 00.0'V + P-1 97.0 .0 p_0 >m 1 0 OP CU B PROF/LE SCALE H01I = 1=40" I \ VERT. = 1=4' 1 2 3 4 LINE TABLE CURVE TABLE LINE# BEARING LENGTH CURVE# DELTA RADIUS LENGTH TANGENT L1 N 74°45'14"E 50.00' C7 05°31'49' 38.00' 136.31' 167.73' SWAN AVE L2 N 49*1326"E 91.40' C2 25°31'48" 110.00' 49.01' 24.92' SEE SHEET 21 L3 N 49°13'26'E 9.70' CR1 90°20'04" 25.00' 39.42' 25.15' L4 N 49*13'26"E 9.17' CR2 89°39'56" 25.00' 39.12' 24.85' 27 28 PROP.STORM L5 N 49013'26"E 200.82' CR3 89°3956" 25.00' 39.12' 24.85' l DRAIN PER 8+64 30 L6 N 49°13'26"E 300.00' CR4 90°20'04" 25.00' 39.42' 25.15' PROP.R/W SEPARATE PLAN 8+63.77 h� '.I 29 ECR PROP.SEWER 3+00.301 3+90.30 o PER SEPARATE 13 w PLAN ¢CB#60 ECR 7 BCR .0' 11 \ O MMO PROP.R/W 0�"��1V PN `~ 9 �_ __ �99210 F� G ., OIL^` >3 1390.5FS _ 6 ':')++' �3g17 ^�_ ti9F�- v'�W /�907657L POR A MARINA LANE Ls 7 26 PROP WATER _ 5 2+46.3 +95.32 \� 3+90.83 I o PER SEPARATE QC.B.#4 QC.B.#4 ° ECR A �9159 �$ o PLAN 4.0' _ \ S\ ± 3+00.83 Q INT. 6 `� - 25 BCR 9+53.77 3+45.56 PORTA MARINAS N �Q O O go 0 392.33 FS 24 L3 ECR I 9+54.30 P 0 0 o0 SEE SHEET 21 SWAN AVE CB2 PORTA MAR/NA LAVE JII 40' D 40' 150' 120' 1-= 40' E RSC 6/30/22 M 6 E I PC-2021-0014 BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR SEALUNAUTHORIZED CHANGES: FROM THE INTERSECTION OF COMPLIANCE WITH THE APPROPRLATE CON01T10NS gOFESS/ ffff1VppN_C=1'Vjsm%1 CITY O F LAKE E LS I N O R E SHEET W(ESHORE DRIVE AND DRYDEN OF DEVELOPMENT AND/OR C17Y AND STATE � C4070)/ 7NE END/NEER PREFAB/NG THESE PLANS WILL NOT BESTREET 40�Er o CTOLLFREER A AIANS sALLE AM ES F7 UA PL4AS zEo cNEAPP O D BY LAWS, AND A PERMIT CAN BE ISSUED. s �2 PLANS. ALL cHANGEs m 1NESE P[Aros,vusr BE APATeoHED er SOUTHEASTERLY NORTHEASTERLY %' CIVIL ENGINEERS•PUNNERS•SUrzvEroRs sn� z TO THE CHISELED'SQUARE'IN 1—800 w N0.64803 m 1880 COMPTON AVENUE.SUrtE t00•CORONA,Cn.9217 881E3310.95t-)34-2130 PREPARER OF THESE PLANS AND THE 017Y ENGINEER. //1/1CT NO. 36557 ExP.6/30/23 STREET IMPROVEMENT PLAN THE TOP OF CURB AT ECR. II — * * PREPARED BY.' OF 4O 422-4133 }�/'OA7F.7/19/2022 IV1� s SCALE 1"=40' PORTA MARINA LN 1+00.00 TO 4+00.00 SHEETS o BENCHMARK NO.C-95-33 g1�.QFCAUFOR �fil:.�. 21212022 N N ELEV.= 1356.45 MSL 71Y0 WORKING DAYS BEFORE YOU DIG REMON HAB/B, R.C.E. No. 83156 C17Y ENGINEER VICTOR A. ELIA DATE FILE No. (1929 DATUM) DESIGNED BY: DRAWN BY: CHECKED BY: C/7Y OF LAKE ELSINORE 22-162 CONSTRUCTION NOTES AND OU4N777Y ESTIMATE P FIT 0 DESCRIPTION / I N pl j g g OR ON F V O CONSTRUCT 4"A.C. OVER 6"A.B. (SECTION TO BE VERIFIED WITH R-VALUE TEST) / > PST 11 63.8 CONSTRUCT CONT/NGUOUS SIDEWALK PER OO C1Y OF LAKE ELSINORE STD. NO. 210. , + + + + 12+ WIDTH= 5: / + 6 CONSTRUCT CONCRE7E CURB& GUTTER O TYPE 6 PER C17Y OF LAKE ELS/NORE / = STD. NO. 200 T 1. CONSTRUCT CURB INLET CATCH BASIN AND / 11 LOCAL DEPRESSION PER C17Y OF LAKE + r+ ELS/NORE STD. NO. 302A. / N'L TO OF 13 CONSTRUCT CURB OUTLET PER 017Y OF OUR O LAKE ELSINORE'STD. NO. 300A AND 300C. / / 211*1 30 72' C 'mom +m +m +� +,6 / +2 SE2 / +< +M + 1. % + / / PI 139.78 .6 1.0 12 W .C. 41. / + 11 mmil `2 7 /9,6 , nM + o + Q- III RI / N'L IF MdF PROF/LE SCALEEll_ HORY = 1=40" / 01 VERT. = 1=4" + 4 5 6 7 8 9 10 11 12 73 74 75 76 77 78 79 80 81 82 83 84 S,41/ONA LANE LINE TABLE CURVE TABLE Q m w m 85 SEE SHEET 15 LINE# BEARING LENGTH CURVE# DELTA RADIUS LENGTH TANGENT Q " PROP.SWR " w LMAT HL/HE 124,mo0 L1 N49°13'26'E 21.03' C1 23°18'07" 400.00' 162.68' 82.48' Q' o PER SEPARATE m 11+88.97 EC 3 1 PROP-R/W ---+ - 1 - Ii- - -- -tee- f_ v PLANS - _ r + 1397.31 55 L2 N34°10'38'E 285.57 C2 8°15'19" 595.00' 85.73' 42.94' G + PORTA MARINA LANE �91�.. c o / ° ` T C L3 N43*1313*E 64.74' C3 9°0234" 470.00' 74.18' 37.17' 6- 1�91G 7 L11 L4 N 53°3628"W 11.04' C4 96°49'40" 35.00' 59.15' 39.44' --___--- w 8 -C72 C11 yy9� _ +3 --- ---f92 1��C 56 L5 N63°5O'41"W 29.01' CS 17°1807 60.00' 122.84' 98.49' _ / G � 4}----- -- /� L6 N 53°27'26'E 41.04' C6 10°74'13' 110.00' 19.65' 9.85' ,- _ a - -- - - PROP.WTR PER PROP.R W 13 - L7 N 43°73'13'E 22.31' C7 9°02'34" 430.00' 67.87' 34.00' " _ W L8 N 34-1(138'E 285.57' C8 8°15'19" 555.00' 79.97' 40.05' 0 11 �C.3.N3A 5 v SEPARATE PLANS III a \ 57 L9 N 49°73'26'E 21.03' C9 23°18'07" 440.00' 178.95' 90.73' 72 71 + 1 L10 N 49'13'26'E 21.03' C10 23°18'07' 420.00' 170.81' 86.60' 70 69 68 67 66 65 64 63 III 62 61^ 60 I 58 L11 N 34'10'38:E 285.57' C11 8°15'19" 575.00' 82.85' 41.50' 59 L12 N 43 1313 E 64.74 C12 9°02'34" 450.00' 71.02' 35.59' L13 N 5336'28"W 11.04' C13 96°49'40" 55.00' 1 92.95' 1 61.98' RORTA MAR/NA LAVE E I P C-2021-0014 E RSC 6/30/2 2 M 6 40 40 80 20 BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS H4VE BEEN REVIEWED FOR SEAL UNAUTHORIZED CHANGES: FROM THE INTERSECTION OF COMPLIANCE WITH THE APPROPRLATE COND/7701VS gGFESS/ CITY O F LAKE E LS I N O R E SHEET ✓ LAKESHORE DRIVE AND DRYDEN OF DEVELOPMENT AND/OR C17Y AND STATE �Q RL5P0N-THE ENGINEER PREPARING THESE PLANS WILL NOT EBE S o � �� o Coll: TOLL FREE �- OR AE(i ENGINFERS RESPONSIBLE OR LueLE FOR unwunroRrzEo cNaucEs m 1NESE LAWS, AND A PERMIT CAN BE ISSUED. s �2 PANS. ALL cHANGEs 7O THESE PLANS,vusr BE APPROHEG BY 18 SOUTHEASTERLY NORTHEASTERLY %' CIVIL ENGINEERS•IUNNERS•SURVEYORs pp m t880 COnrPTON AVENUE.SUITE 100000RONA,Cn.92881-3370.951-731-213C PREPARER OF THESE PLANS AND 7NE C/IY ENGINEER. //1/1CT/VQ 36557 z TO THE CHISELED-SQUARE'IN 1-C7OO ¢ Ex.6�3 STREET IMPROVEMENT PLAN THE TOP OF CURB AT BCR. 'L ,( I * P3 * PREPARED BY.' OF 4O 422-4133 }l/�pg7F.7/19/2022 IV1� 3 SCALE 1"=40' PORTA MARINA LN 4+00.00 TO 12+00.00 SHEETS o BENCHMARK NO.C-95-33 g7L.GFcaUFOR� �fi�:.. 21212022 N N ELEV.= 1356.45 MSL TWO WORKING DAYS BEFORE YOU DIG REMON HAB/B, R.C.E. No. 83156 C/TY ENGINFER VICTOR A. ELIA DATE FILE No. (1929 DATUM) DESIGNED BY: DRAWN BY: CHECKED BY: CITY OF LAKE ELS/NORENo. 64803 22-163 CONSTRUC77ON NOTES AND OUAN777Y EST/MATE EX SUF FAG MUD,V \ # DESCRIPTION \ PI 1 96. O CONSTRUCT 4"A.C. OVER 6"A.B. (SEC770N TO 17 BE VERIFIED W17H R-VALUE TEST) CONSTRUCT CONT/NGUOUS SIDEWALK PER +m + OS C17Y OF LAKE ELSINORE-STD. NO. 210. , > CONSTRUCT CONCRETE CURB& GUTTER \ �'+ \ © TYPE 6 PER C17Y OF LAKE ELSINORE- STD. NO. 200 \ O7 CONSTRUCT CURB R4MP TYPE/PER C17Y OF LAKE ELSINORE'STANDARD NO. 214A. +M 30. / PI 1 96. \ 10 CONSTRUCT 10'CROSS GUTTER PER C17Y OF Vttfll ACE I- LAKE ELSINORE STANOARD NO. 209 \ o \ .69 8 Fi' R EL T N RA ITI 8iP + +� % % + 41' .C. / + +e \ I' till) 30? \ \ CURVE TABLE as +; \ CURVE# DELTA RADIUS LENGTH TANGENT + \ \ + AT CL \ o C1 51°36'55" 400.00' 360.34' 193.43' \ + +o ,2 rn�. C2 48°13'54' 280.00' 235.70' 125.34' \ / + o 03 12°02'33" 540.00' 113.50' 56.96' / 0.0'V 17.50' C4 12°02'33" 500.00' 105.09' 52.74' 1.0 C5 46'25'48' 320.00' 259.31' 137.25' N \ \ 3 ,+� 36.1'0 C. C7 3°1111" 685.00' 38.10' 1905. ' CB 53°08'21" 380.00' 352.43' 190.04' pj + M \ \ S'L TO OF \ c`.�. C9 48013'54' 300.0& 252.54' 134.30' it+ % C10 12°02'33" 520.00' 109.29' 54.85' \ + CR1 93°55'20" 25.00' 40.98' 26.77' / CR2 85°01'18" 25.00' 37.10' 22.92' \ CR3 81°51'35" 25.00' 35.72' 21.68' CR4 03°40'25' 25.00' 45.24' 31.81' / \ +, \ CRS 82°30'19" 25.00' 36.00' 21.93' PROF/LE SCALE +'*�71, cns 8230'19" 25.60' as.oa 21.93' HORY VERT. = 1=4' \ LL LINE TABLE 1 2 3 4 5 6 7 8 9 10 LINE# BEARING LENGTH t/ONA NE T L1 N 81°01'56'E 61.83' SEE SHEE f5 1 L2 N 44°50'35"E 40.94' 51 6CR 1 L3 N 44°50'35"E 40.94' 43 w 7 1) FL N 81°01'56'E 61.83' N. 50 ECP `��p�' 10 11 9+ AN ON L N 44°50'35"E 82.99' 41 42 PROP.SWR PER 44 49 _ + SEPARATE PLANS 45 k = �k -� �� EN/UE1 39 40 PROP R/W �o=Q 48 4� 46 q !',VCoNq l ox N 47 F� --R 39 \ SEPARATE PLANS 13,\ o C2 BCR N ERNE \ 7 PROP.R r °P 81) S ,39. VIP ON 7.. 1 �P NV ;6 1392 v 7T' ti^ 7 � 101 gg R �I / 8* 87 BB EC �r�..� II c 7 fcR 88 +1�0.00 Azco pN A E :� 100 98 PROP.ww --- 89 �e v a L 9y _4+5 n-0 1 Axp eGP 1 02 1+57.79 90 y BCR o� ` [ SEE SHEET 2U �� 0, j G 1383.07 TO ' s PEE 2.57 R / PARMA o\\� A481 fG� S �s4o o �BLE17 1�� 0 1382.96 TC O y>` FS 1380.26 TC ��;h �40F5 a p8 �' ;0 41 138995 F8 o N ' 1382.15 FIL 7 B6 137976FL BROCT /387 0 \93 / ?�ti 6.2'TB ANCONA LANE fBCCBB BjFS l" 138303 C q, Op�' (£STONE ti/1381.39 F8 1382.53 A- � _ o 31iGRpUTEDCOBB¢S70 �.ti& CR6 �3� .�' 1 /3B73j \ S310E 7170' 40' 0 40• 60' 120' (\ � � /aagB/Fro � � EIPC-2021-0014 1383.34TC I"= 40' ,362 CR2 64R CRf CR5 E RSC 6/30/22 M 6 BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL UNAUTHORIZED CHANGES: FROM THE INTERSECTION OF COMPLIANCE W17H THE APPROPRIATE COND/77011IS gOFESST C I TY OF LAKE E LS I N O R E SHEET ✓ W(ESHORE DRIVE AND DRYDEN OF DEVELOPMENT AND/OR C17Y AND STATE �Y CACW0)V-THE ENGINEER PREPARING 7NESE PLANS#ILL NOT BE o STREET 40 FEET o Call: TOLL FREE �-,`4tOR AE(i ENGINFERS RESPON9IBCE OR LGBCE FOR UN4XhOR/ZED CNauGES rO 1NESE LAWS, AND A PERMIT CAN BE ISSUED. ti 9 �2 PLANS. ALL CH4uGES TO 7NESE PLANS MUST BE APPROHED BY 19 SOUTHEASTERLY NORTHEASTERLY `2 %' CIVIL ENGINEERS•PUNNERS•SURVEYORS sn� z TO THE CHISELED'SQUARE'IN 1-800 w N0.64803 m 1880 COMPTON AVENUE.SUITE 100.CORONA,CA.92881-3310.951-734-2130 PREPARER OF THESE PLANS AND THE C/IY ENGINEER. //1/ICT NO 36557 THE TOP OF CURB AT BCR. Exp.6/30/23 STREET IMPROVEMENT PLAN �1 II * * PREPARED BY. OF 4O 422-4133 } /�DA7E•7/19/2022 1V1� s SCALE 1"=40' ANCONA LN 1+00.00 TO 9+97.19 SHEETS o BENCHMARK NO.C-95-33 gTPGF pOR� �, 21212022 N N ELEV.= 1356.45 MSL TWO WORKING DAYS BEFORE YOU DIG REMON HAB/B, R.C.E. No. 83156 C17Y ENGINEER VICTOR A. ELIA DATE FILE No. (1929 DATUM) DESIGNED BY: DRAWN BY: CHECKED BY: 017Y OF LAKE ELS/NORE648 22-164 CONSTRUCTION NOTES AND OUAN777Y ESTIMATE DESCRIPTION / / O CONSTRUCT 4"A.C. OVER 6"A.B. (SECTION TO / BE VERIFIED WITH R—VALUE TEST) O5 CONSTRUCT CONT/NGUOUS SIDEWALK PER C/TY OF LAKE ELSINORE STD. NO. 210. , / WIDTH= 5: / 8.16' O.0 © TYPE CONSTRUCT6 PERC17Y OF LAKEBELSINOREER STD. NO. 200 CON3 " O R C17Y OF LCONAKE ELSINOREUCT CURB RSTANDARD NO.E2144. + +0 0% 10 CONSTRUCT RE CROSS GUTTER PER C/TY OF LAKE ELS/NORE STANDARD NO. 209 / 1.0 N'L TO OF / 9.48' / C W m.o o LL LL -+ 0 0.6% AT L 63. ' 0.. 6'0.. + SYTPO PROF/LE SCALE HOR/Z. = 1=40" VERT. = 1=4' 1 2 3 4 LINE TABLE CURVE TABLE LINE# BEARING LENGTH CURVE# DELTA RADIUS LENGTH TANGENT L1 N 69137'09"W 50.00' C1 3°25'26" 280.00' 16.73' 8.37' qN 93 C2 41"45'08" 110.00' 80.16' 41.95' 92 C3 92°57'06' 38.00' 127.97' 334.78' PROP.RI C4 36°11'56" 320.00' 202.17' 104.59' PROP.R/W L rA PROP.SEWER - Sx6 w PER SEPARATE/ ` C5 4r15'44" 300.00' 226.52' 118.97' T FGR N 9 PLAN / \ / ,\ C6 40°09'15" 133.39' 93.48' 48.75' + Jig �\ CLINT °ati / 1+57.79^ C / CR1 81°51'35" 25.00' 35.72' 21.68' '` =5+09,86ANCONA LN 10 / 9`D TCIC-92.44� 13g? 13g397 / -1 CR2 03°40'25' 25.00' 45.24' 31.81' RP 1 \391:Lf* iv_ ,71 2 6 CS 94 1+36.98 =PROP.WATER 7 ECR 4-- SEPARATE 95 tiro FNr� RCR4 98 97 PLAN 96 RARIVA ZN 40' O 40' 80' 120' 1-= 40' E RSC 6/30/2 2 M 6 E I PC-2021-0014 to BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR SEALUNAUTHORIZED CHANGES: FROM THE INTERSECTION OF COMPLIANCE WITH THE APPROPRLAIF CONDITIONS gOFESS/ ffff1VppN—C=1Njsm%1 CITY O F LAKE E LS I N O R E SHEET LAKESHORE DRIVE AND DRYDEN OF DEVELOPMENT AND/OR C1TY AND STATE � C+4070)/ THE ENGINEER PREPARING THESE PLANS WILL NOT IESTREET 40�Er o CTOLLFREE 4g,`a A , RESPONSIBLE OR LueLE FOR UnwunroRZEo cHaucEs m 1HESE LAWS, AND A PERMIT CAN BE ISSUED. s �2 PLANS. ALL CHANGES TO 7HESE AAN4 MUST BE APPRO✓ED BY SOUTHEASTERLY NORTI-EASTERLY %' CIVIL ENGINEERS•PLANNERS•S1 EYORI sn� pp w m 1880 COMMON AVENUE,SWE 1000 CORONA,CA.92881-3310.951-134-213C PREPARER OF THESE PLANS AND THE 017Y ENGINEER. TRACT NO 36557 z TO THE CHISELED'SQUARE'IN 20 1—C7OO E>c4o 63 STREET/MPROVEMEiVT PLAN THE TOP OF CURB AT BCR. 'L ,( I * P. * PREPARED BY.' OF 4O 422-4133 } /�pg7E.7/19/2022 1V1� 3 G �� SCALE 1"=40' PARMA LN 1+00.00 TO 3+26.52 SHEETS ry BENCHMARK NO.C-95-33 gJFQFcauFOR� Lam.. 21212022 N ELEV.= 1356.45 MSL 71Y0 WORKING DAYS BEFORE YOU DIG REMON HAB/B, R.C.E. No. 8JI56 CITY ENG/NEER VICTOR A. 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OF 40 0422-4133 �4� 0--k�L,qATZ-,-7/19/2022 SWAN AVE / 00 TO 51 BENCHMARK NO.C-95-33 ELEV.- 13 6.45 MSL TWO WORKING DAYS BEFORE YOU DIG ' VICTOR ,. P.E. :. CONSTRUCTION NOTES AND OUAN777Y ESTMATE OESCR/PT/ON / O CONSTRUCT 4-A C OVER 6-A.B. (SECTON TO 1 80a BE VERIFIED WITH R-VALUE TEST) CONSTRUCT CON1NG000S SIDEWALK PER P RTI N 0 O CITY OF LAKE ELS/NORE STD NO. 2>0. , WIDTH= 5' / 6 CONSTRUCT CONCRETE CURB& GUTTER O TYPE 6 PER 017Y OF LAKE ELSINORE STD. NO. 200 + / O CONSTRUCT CURB RAMP TYPE/PER C17Y OF LAKE ELSINORE STANDARD NO. 214A. SW + 11 LOCAL DEPRESS/ONNLET PER CA OF�LAKED El(SU FAC POP ED / 3 ELS/NORE S7TJ. NO. 302A. 1 0 CUB 1 5 P RTI N 0 20.00' C / +rr PI . o v w . / on S +IV / + I / EK.SUR AC + / 1.0% + P PO ED S 13130 +� 1 5 00 + o // / 3'0. +� 1.0% ZZ D(SUF FAC / PR POS D DRB +EF 2 1 5 +n PROFILE SCALE HOR/Z. = 1"'=40' VERT. = 1=4 i-ILL __�L---- 17 18 19 20 21 22 23 24 LINE TABLE CURVE TABLE LINE# BEARING LENGTH CURVE# DELTA RADIUS LENGTH TANGENT PE INT. L7 N 61°46'08"E 21.36' C1 21916" 620.00' 25.18' 12.59' 23+04.03 DRYDEN DR TERRAC/NA DR =1+0D PI3A N PISA WAY L2 N 43°51'30"E 97.23' C2 17°58'50' 280.00' 87.87' 44.30' SEE SHEET 29 m +43s1 SEE SHEET 24 1+43.911 53 154 L3 N 43°51'30"E 187.06' C3 7°29'53" 780.00' 102.08' 51.11' ,o PROP.30"VVTR BCR ECR PRO�R/W -r h o TRANSMISSION°' 7 9+33.60 4 o I / > + 22+63.30 23+44.76 L4 N 36°21'37"E 80.00' C4 4°3545" 820.00' 65.77 32.90' � I 9+35 57� � LINE PER ECR �,A �� _ BCR 0 20+B9.57 SEPARATE PLAN - 0 LS N 36°21'37"E 56.98' CS 5°56'16" 820.00' 84.98' 42.53' PROP.SO PER + qST.INTERSECTION C.B.#54 N _ _-- - Q 17+37.38 I 8+2738 PROP R/W c 20+94.69 I // SEPARATE PLAN"' _ - d' L6 N 43°51'30"E 187.09' C6 16°22'02' 780.00' 222.82' 112.1T ECR L_ �'ECR BCR J__l - - 09�p6�' - 'l- -- -- L7 N43°51'30"E 97.20' 07 2°5602' 82000 41.99 21.00' 11 _ 1+00.00 - %1� .�ttpNQ, • 1 - �'S�y1G L { -+� L8 N61°46'08"E 23.03' CS 4'0412" 320.00' 22.73 11.37' F V� L9 N 61°4608 E 21 36' s DRYDEN DR 1p�6.�p --- ,�,�y�1yy9 _- - --- - -- - _ �(� L70 N 43°51'30"E 374.29' C70 2°2327' 600.00' 25.04 12.52' ��' ¢Z L71 N 36°21'37"E 80.00' -- y Y - 21+4 ECR a g a a �`� C11 17154'39' 300.00' 93.78' 47.28' -t--210-�t ! C12 7°29'53" 800.00' 104.69' 52.42' 18+27.35 e -- +9.16 20+55.40 7 x ¢w a 3 F PEC.B.#53A m 166 167 C73 16°22'02' 800.00' 240.8T 115.05' 18+96.89 n, ECR ¢C.B.#53 11 _ BCR 7 1+4RCR ^ ¢1 64 a 1 65 a I\ @ ST.INTERSECTION 161 a 11 1+40.38 I; 11 163 w ¢awi CR7 89°58'S2" 25.00' 39.26' 24.99' s+Sisa 160 162 ECR 1 = T 2' a u CR2 90'0108" 25.00 39.28' 25.01' SSW NEA E CR3 89°58'52" 25.00' 39.26' 1 24.99' CR4 82°24'53" 25.00' 35.96' 21.89' CR5 93°0115" 25.00' 40.59' 26.35. DRYDOV DRI VZ OR6 87°0459" 25.00' 38.00' 23.76' 1 1380 1 F$ 13gp,iF3 CR7 87°0459" 25.00' 38.00' 23.76' 1381�g Fg��ao`` 138166 F8 -8244fg j'��5TF5 ` ,ds ey 9 1 g�gSgFs 13�. 40' 0 419' 80' 120' p�o0 C p 1"= 40' d9 9 40,11-0 Jg q 1y�/a� EIPC-2021-0014 CR' CA2 �� ERSC 6/30/22 MB . .7-Io' BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL UNAUTHORIZED CHANGES: FROM THE INTERSECTION OF COMPLIANCE WITH THE APPROPRIATE COND/TONS ROFESS/ CITY OF LAKE ELSINORE SHEET IAKESHORE DRIVE AND DRYDEN OF DEVELOPMENT AND/OR 017Y AND STATE �Q C4VN N-THE ENdNEER PREPAR/NO THESE PLANS*7U NOT BE A o STREET aD FEET 0422-4133 all: TOLL FREE LAWS, AND A PERMIT C4N BE ISSUED. �'�`��`6s�A�4 F� ENGINFERS ��0R,L��S TO TH=�s�LST BE��er 22 N SOUTHEASTERLY NORTHEASTERLY ,+ CIVIL ENGINEERS*PLANNERS•SURVEYORS No 3 40 m 1880 COMGTON AVENUE,SURE 1001CORONA.CA 92881-3370.951-734-2130 PRLPARER 0 7HE5'E PLANS AND THE CBY ENGYNLFR. TRACT NO. 36557 'b z TO THE CHISELED'SQUARE'IN1-800 F P.6 0/23 T STREET IMPROVEMENT PLAN N 4 THE TOP OF CURB AT BCR. 1 / //-/J-"_v(/" PREPARED BY.• } OATE.•7/19/2022 * * SCALE U?4 C1v1 a�P 4� 21212022 1"=40' DRYDEN DR 15+82.95 TO 24+40.00 OF SHEETS N BENCHMARK N.4 C-95-33 TWO WORKING DAYS BEFORE YOU DIG REMON HAB/B, R.C.E. No. 83156 C17Y ENGINEER or GJ.IFOR (19 9 pgnM�.45 MSL DESIGNED BY: DRAWN BY: CHECKED BY: VICTOR A. ELIA DATE CITY OF LAKE ELSINORE L No. 22-167 CONSTRUC77ON NOTES AND OUAIV777Y ES7MA7E DESCRIPTION OCONSTRUCT 4"A.C. OVER 6"A.B. (SECTTON TO BE VERIFIED WITH R—VALUE TEST) + 20.00 VC P RTI N 5 CONSTRUCT CONT/NGUOUS SIDEWALK PER O C/TY OF LAKE ELSINORE-STD. NO. 210. , +i m� 3.8' PI=169.4 WIDTH= 5� .00 0 o m CONSTRUCT CONCRETE CURB& GUTTER +� +� � © TYPE 6 PER C/lY OF LAKE ELS/NORE STD. NO. 200 161 \ g� O7 CONSTRUCT CURB R4MP TYPE/PER C/TY \ +^ - OF LAKE ELS/NORE STANDARD NO. 214A. CONSTRUCT CURB INLET CATCH BASIN AND LOCAL DEPRESSION PER CITY OF LAKE \ PRO OS D ELSINORE STD. NO. 302A. C IRS \ 20 00' C 5 +`5R PI=1 69.4 +� ein -M + 25 UK + - 47' _ C. % \ FIR POE�B FANG NT T 1.� C. 11. \ 25% \ 12 i LY OP F PROF/LE SCALE LA Kb L HOR/Z. = 1=40 +m" VERT. = 1=4" 4 -- 24 25 26 27 28 29 1 LINE TABLE CURVE TABLE `G CE INT' DR LINE# BEARING LENGTH CURVE# DELTA RADIUS LENGTH TANGENT 29+37.09 DRYDEN �� =24+77.50 SICILY AVE L1 N 2°02'01"E 102.86' C1 21°02'01" 820.00' 301.03' 152.23' L2 N 2°02'01"E 43.81' C2 71°43'39" 35.00' 43.82' 25.30' x Fp xsi2 pD9"p L3 N 21249'W 61.21' C3 4°14'49" 110.00' 8.15' 4.08' 9 p 2 PROP.WTR PER �p?g p 7 6, L4 N 77°14W"E 51.59' C4 79°27'20" 60.00' 83.21' 49.86' 155 156 SEPARATE PLAN \Byjp6 362>9TG ?S 157 /' 36169�/ \� L5 I N2°02-01"E 146.89' C5 7°32'16" 110.00' 14.47' 7.25' O 158 iT ry 11 159 / O• ld• 1362 9TG C6 6058'37" 780.00' 231.12' 116.41' "44 - _6 5 2 p, 6,F361fi9F1 1361. - L`.\� - /� - dp, O .� 360.66 Fl V V C7 21-02-01" 800.00' 281.35' 148.51' C8 71°43'39" 55.00' 68.85' 39.76' x W L J 36614TG -= ORy 36564R �B — ___ � � �FN OR 21136835Tlpp`,p PROP.SD PER _ 'SEPARATE PLAN PROP.SWR PER \� c �365�G fi1.85F.._. ,.. PROP.R/W A366.42 168 1 69 SEPARATE PLAN `8 CS TCIFC 170 �� ,r 2>�176 171 172 175 N 173 174 40" 0 40' 80' 120' DRYDEN DRIVE 1"= 40' E RSC 6/30/22 M 6 EIPC-2021-0014 to BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL UNAUTHORIZED CHANGES: FROM THE INTERSECTION OF COMPLIANCE WITH THE APPROPRLATE COND/TTONS gDFESS/ CITY O F LAKE ELSINORE SHEET ✓ W(ESHORE DRIVE AND DRYDEN OF DEVELOPMENT AND/OR C/TY AND STATE �Q AESP 6I THE ENGINEER PREPARING THESE PLANS WILL NOT EaF S o � �E o Call: TOLL FREE �-,`4tOR AFL, ENGINFERS RESPON9LBCE OR LGBCE FOR UnwunroRrzEo cHaucEs 7D 1HESE LAWS, AND A PERMIT CAN BE ISSUED. ti 9 �2 PLANS. ALL CHANGES 7O THESE PLANS MUST BE APPRO✓ED BY 23 SOUTHEASTERLY NORTIIEASTERLY CIVIL ENGINEERS•PUNNERS•SURVEYORS sn� pp m 1880 COMMON AVENUE,SUITE 100•CORONA,CA,92881-3370.951-734-2130 PREPARER OF THESE PLANS AND THE 017Y LNG/NEER. //T/1CT NO 36557 � z TO THE CHISELED'SQUARE'IN 1—C7OO ¢ Dc4o 63 STREET/MPROVEMEiVT PLAN THE TOP OF CURB AT BCR. 'L ,( * P3 * PREPARED BY.' OF 4O 422-4133 T }"7 •7/19/2022 1V1� SCALE 1"=40' DRYDEN DR 24+40.00 TO 29+49.41 SHEETS o BENCHMARK NO.C-95-33 q>L.QFcaUFDR� JX. 21212022 N N ELEV.= 1356.45 MSL 71Y0 WORKING DAYS BEFORE YOU DIG REMON HAB/B, R.C.E. No. 83156 C/TY ENGINEER VICTOR A. ELIA DATE FILE No. (1929 DATUM) DESIGNED BY: DRAWN BY: CHECKED BY: C/IY OF LAKE ELSINORENo 22-168 CONSTRUC77ON NOTES AND OUAIV777Y ES77MA7E DESCRIPTION OCONSTRUCT 4"A.C. OVER 6"A.B. (SECTION TO BE VERIFIED WITH R-VALUE TEST) O5 CONSTRUCT CONTINGUOUS SIDEWALK PER C17Y OF LAKE ELSINORE-S7D. NO. 210. , WIDTH= 5: 6 CONSTRUCT CONCRETE CURB& GU7TER I� 1378.91 1 1 1 O TYPE 6 PER C/7Y OF LAKE ELSINORE- STD. NO. 200 O7 CONSTRUCT CURB RAMP TYPE/PER C17Y OF LAKE ELS/NORE'STANDARD NO. 214A. +^ .1 NI I $ +' +� +^ as a I 1-H ill In RO M CL RB 137 3.93 \ +g tpr + oN LL + + \ +e +M m+ OPC SED S Lj I\ 1378.91 + a'PI Ig Mm + Z7 N'YT PO PROF/LE SCALE \ HOR1Z. = 1-40" \ VERT. = 1=4" 1 2 3 4 5 o LINE TABLE CURVE TABLE O z> LINE# BEARING LENGTH CURVE# DELTA RADIUS LENGTH TANGENT z o0, Mn o. z 2 L1 N 46°07'38"W 232.26' C1 9°3434" 318.00' 53.15' 26.64' ORYDE T DR °tr`W M"<°` SEA �¢�O a a< ¢m¢ asy y�R L2 N 46°07'38'W 232.26' C2 9°34'34" 282.00' 47.13' 23.62' 1 22+63.30 -moo N¢W O a EET 1' L3 N 461 276.16' C3 9°34'34" 300.00' 50.14' 25.13' o - ECR i z a< a 17+31.49 )I L4 N 36°33D3"W 46.39' 7 o I z w m B/CR�� 372.89T 1+43.91°„ a�=��PROP RftN 5 6 + 4+27.69 LBC J\ 137239 c k m w; 2 ——-Z1—PISA WAY 3 ��1c 3,}a ECR 130403D WAY I'&TNT. 1 � ^^ a �,Y��`' =23+04.03 DR EN DR �__ --- _ f C2 113 _ 63 4+72.69 PISA WAY PROP.SO PER ;�__. ,-- SEPARATE PLAN _ IL I4+27.690 I) 7 ECR 7 151 ` 152 ^I I EL z 18+17.49 m \ I 23+44.76 I ^ o_g + ECR— BCR ¢w - N SEE SHEET?p SEE'SHEET pB ORYDE/V pQ o PISA YY/`-I Y 40' O 40' BO' 120' 7"= 40' ERSC 6/30/22 MB E I P C-2021-0014 BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL UNAUTHORIZED CHANGES: FROM THE INTERSECTION OF COMPLIANCE WITH THE APPROPRIATE COND17701VS gOFESS/ CITY OF LAKE E LS I N O R E SHEET ✓ LAKESHORE DRIVE AND DRYDEN OF DEVELOPMENT AND/OR CITY AND STATE �Q C+1U7/0N-THE ENGINEER PREPARING THESE PLANS WILL NOT EBE S o � �� o Coll: TOLL FREE �-,`4tOR AE(i ENGINFERS RESPaUI&I OR LGBCE FOR unwunroRrzEo cNaucEs m 1NESE j LAWS, AND A PERMIT CAN BE ISSUED. ti 9 �2 PLANS. ALL CAMWES TO THESE PLANS MUST BE APPROHED BY SOUTHEASTERLY NORTIIEASTERLY %' NU ENGINEERS ORON.s•surzvEroRs sn� pp w m 1880 COMKON AVENUE.SUITE t00•CORONA,Cn.9224 881-3370.951-734-2130 PREPARER t7F THESE PLANS AND 7NE C/IY ENGINEER. //1/1CT NO 36557 z TO THE CHISELED'SQUARE'IN 1—C7OO ¢ Ex 63 STREET/MPROVEMEiVT PLAN THE TOP OF CURB AT BIER. 'L ,( I * P3 * PREPARED BY.' OF 40 422-4133 }l/�pg7E.7/19/2022 IV1� G �� SCALE 1"=40' PISA WAY 1+00.00 TO 4+72.69 SHEETS o BENCHMARK NO.C-95-33 q>,eO aUFOR� L�.� 21212022 N N ELEV.= 1356.45 MSL TWO WORKING DAYS BEFORE YOU DIG REMON HAB/B, R.C.E. No. 8JI56 C17Y ENGINEER VICTOR A. ELIA DATE FILE No. (1929 DATUM) DESIGNED BY: DRAWN BY: CHECKED BY: C/IY OF LAKE ELS/NORE 22-169 CONSTRUC77ON NOTES AND OUAN777Y ESAMAIE \ 1! DESCR/PT/ON POR ION F1 0.0'V 36 O.0 O CONSTRUCT 4"A.C. OVER 6"A.B. (SECTION TO _ \F. BE VERIFIED W17H R-VALUE TEST) 35 O.0 5 CONSTRUCT CONT/NGUOUS SIDEWALK PER O CITY OF LAKE ELSINORE STD. NO. 210. , N m m 3 - 3' WIDTH= 5: =138.61 ROP SE + 3¢ 6 CONSTRUCT CONCRETE CURB& GUTTER CUB k�o. O TYPE 6 PER C/TY OF LAKE ELSINORE + STD. NO. 200 LY P FUCT 35' .C. \ O OF LAKE ELS/NORERSTAN04R0 ND.E2149. IX.SUR AC CONSTRUCT GUARD RAIL PER CITY OF LAKE ELSINORE %j \ ® STD. 413A AND 413E -8 a +m I'll 6om' \ o_ o P ION OF 150. V 11 CONSTRUCT CURB INLET CATCH BASIN AND O LOCAL DEPRESSION PER CITY OF LAKE _ ELS/NORE STD. NO. 302A. + m +� + TC \ CURVE TABLE +c 33 P OPO ED S \ \ OP SE FS CURVE# DELTA RADIUS LENGTH TANGENT A CL + + \ + IL C1 5°44'08" 480.00' 48.05' 24.05' �.� 0 -L C� C2 12°39'02" 320.00' 70.65' 35.47' + \ 7' .C. C3 16°41'39" 320.00' 93.24' 46.95' \ 3 P RTI N 0 10(.001 C C4 7°43'S1" 320.00' 43.18' 21.62' 0o PI 14172 \ - C5 12°45'38" 480.00' 106.90' 53.67' rn PR PO D S'YT 0 C6 12°45'38" 520.00' 115.81' 58.15' UR + C7 4°22'08' 280.00' 21.35' 10.68' RO OS 0 C8 43°32'22' 280.00' 212.77' 111.62' C9 5°44'08" 520.00' 52.05' 2fi.05' C10 5044'08" 500.00' 50.05' 25.05' + m \ C11 69°39'38" 300.00' 358.18' 208.74' C12 12°45'38" 500.00' 111.36' 55.91' CR1 84°57'01" 25.00' 37.OT 22.89' PROF/LE SCALE \ cR2 80 02'47" 25.00' 34.93' 20.99' HORIZ. = 1=40' + LIR83°75'S8" 25.00' 36.33' 22.22'VERT. = 193°71'21" 25.00' 40.66' 26.43' 8 9 10 11 12 13 14 21.13' 07°58'51' 25.00' 47.12' 34.40' �� 139JgJ _ 1398.7 FS 7, J D /4 > 1397g7 TC � 'IFS LINE TABLE 140I2F 1397,1111 F \ 9 69 ��FS �OgSOHS LINE# BEARING LENGTH \` \1� .1EOG009 S/ENA COURT o % S� P �s �/ `397 FSCB s 138985FS p OPO 1388� L1 N6°51'44"E 82.06' 1397 v f'797 O\ S.10NF. >w 1' "�R L2 N 6°51'44'E 82.06' SEE SHEET 2S Q OJT. / tiE - CEINT 12+36.96 SICILY DR �4p �f 10+67.77 SICILY DR 10+ 1+40.16 1gpZBlT� D`'`S /4p\J''\C o 13FS � � 510000g9� '.hS' L3 N 6°51'44"E 82.06' SIENA CT ECR 1+44.021 =4+19.51 TERRACINA DR Z?IF / ` 1396A7 FS 0 BEGINNING OF _I+00.00 R ECR IMPROVEMENTS. 9+9538 10+22 /� ,o F-' 13g67 C l i6.1' I ¢-C.B.858 GCB#58A �w✓ 7r R PROP.RAN = _ ♦ G ^ �� 17+05.25 FC xg2G BCx,GJ9 J� C 1'4p1 JgTC 1S, 1\1, _ cP 0p1 OFF, cy -BCR A T 3 9 4S 'Q ,6`L' 491pg 2 ,�a c� �`�� A . 10 ,�" °�-- astus�3s1� \ sp4 sy�<2yo ,�� \ CR2 �1� A�CR3 --®�: 11 _ ?ice g g N N SICILY D _ _` \ R I lD -%wz.I-lo + Rf GPO SUlfe lS10' ry 5 _ F b�-N� ., - �_ •`� .- 7? 1388.34�FSg90F FF / _� 139089 iG FSSgS` 3 PROP.R/W 11+45.45 139039 FL a GCB�o7A �7xjJJ � T FC9 113 � ,��,�o,P• a ; 15 lrxg°a n SG 138es4 y RCq 393 `3g96�6F 1369.44 FL `09 QQ 1 1 4 0 ,� �� seszl � g�sFs pl ca/8p �gC 14 FCj763237 F'�0 190g1�F0 CR6 13838820 F( r� axe PROP.RAN VHUFSEPA.SWR PER �� , y1P- 17q 1pSG 1,3 1388,p1 RATE PLAN 0 ti 3es2gT � I 1 r3 0 o e �� - F . T 'X\ r \�\ 1 1 5 1W ''�Jg6C '--�"` _ 13es 2Fs \\ ,`p7 ram- T D o ,h.FO °' 4�,- o o o � 1389�4DF8 1390.15 FS 7 A l.' F3 05 '�6J ,n BLS �� ggy7.F0,➢> `. A A/-EX30 ST �WTR > ' O { 138g/Jq m GRODfE 8. Ch' QQ'G \�' ♦ 6 � TRANSMISSION 73�j89TC o I� 1390.3F3 4 $7C.., / 6R00iED GOBBLE ONE 1 3B9Q3F' 138 4A LINE TOBE ABANDONED AND REMOVED m �4L �\N PROP.WTR PER SEPARATE PLAN 5 S/C/L Y Dl?l Vf �&V" 3&yr 38 7sFs t� �� 9f : PROP.SD PER ( SEPARATE PLAN CRS ,i CRS 40" O 40" 80 120 7VV SYwlE. I CIO' save lsm' CR4 EIPC-2021-0014 - 40 E RSC 6/30/2 2 M 6 BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL UNAUTHORIZED CHANGES: FROM THE INTERSECTION OF COMPLIANCE WITH THE APPROPRIATE CONDITIONS gOFESS/ CITY OF LAKE ELSINORE SHEET ✓ LAKESHORE DRIVE AND DRYDEN OF DEVELOPMENT AND/OR C17Y AND STATE �Q C+1U7/0N-7NE ENGINEER PREPARING THESE PLANS WILL NOT IE o � �E o Call: TOLL FREE �-,`4t08 AF(i ENGINFERS RESPaUlbZE OR LGBCE FOR unwunroRrzEo cNaucEs m 1NESE LAWS, AND A PERMIT CAN BE ISSUED. s �2 PLANS. ALL C/IANGES TO 1NESE PLANS MUST DE APPRO✓ED BY 25 SOUTHEASTERLY NORiEASTERLv CIVIL ENGINEERS•PUINERS•Slrz UORI sn� z TO THE CHISELED'SQUARE'IN 1-800 w N0.64803 m t880 COMPTON AVENUE,SUITE 100000RONA,Cn.92881-3370 95t-)34-2130 PREPARER OF THESE PLANS AND THE C/lY ENGINEER. //1/1CT NO 36557 � THE TOP OF CURB AT BCR. P / 3 a I - * Ex fi * PREPARED BY* OF 40 N 422-4133 }F/'GATE.•7/19/2022 1V1� 3 SCALE 1"=40' SICILY DR 8+18.22 TO 14+30.00 SHEETS o BENCHMARK NO.C-95-33 gTFG IVI JX. 21212022 N N ELEV.= 1356.45 MSL TWO WORKING DAYS BEFORE YOU DIG REMON HAB/B, R.C.E. No. 8JI56 CITY ENGINEER VICTOR A. ELIA DATE FILE No. (1929 DATUM) DESIGNED BY: DRAWN BY: CHECKED BY: C/IY OF LAKE ELS/NORE 22-170 CONSTRUC77ON NOTES AND OUAIV777Y EST/A/47E DESCRIPTION OCONSTRUCT 4"A.C. OVER 6"A.B. (SECTION TO BE VERIFIED W17H R-VALUE TEST) $ PI=1 76.6 O CONSTRUCT CON T/NGUOUS SIDEWALK PER CITY OF LAKE ELSINORE S7D. NO. 210. , WIDTH= 5: © CONSTRUCT CONCRETE CURB& GU7TER TYPE 6 PER C/7Y OF LAKE ELS/NORE STD. NO. 200 o O7 CONSTRUCT CURB RAM- TYPE/PER C/TY OF LAKE ELSINORE STANDARD NO. 214A. + 11 CONSTRUCT CURB INLET CATCH BASIN AND O LOCAL DEPRESSION PER CITY OF LAKE +o ELSINORE STD. NO. 302A. 3 + PI-1 76.8 +`�mO _ 3 IOPI SE + + + CU IJ +o + 13 0 $ PI=1 76.6 - 41. 1.s% +m TCI + 39' .C. ea 11 ,. +2EX. IRFWF PROF/LE SCALE 1.5 HORIZ. = 1-40' 3P F VERT. = 1 14 15 16 17 18 19 20 21 m� o PROP.30"WTR LINE TABLE CURVE TABLE z o TRANSMISSION 0 w LINE PER LINE# BEARING LENGTH CURVE# DELTA RADIUS LENGTH TANGENT xm Z O w g SEPARATE PLAN D1 a m ¢a L1 N 59°16'11"E 185.76' C1 3°14'28" 480.00' 27.15' 13.58' ow f ¢g 12 N 53°26'57"E 223.82' C2 5°49'15" 475.00' 48.26' 24.15' w TL O a 17+74.49 SICILY DR ;__; L3 N 53°26'57"E 100.66' C3 28°59'49" 405,00' 204.97' 104.73' 49 a� r a =4+72.69 PISA WAY j L4 N 53°26'57"E 37.16' C4 28°59'49" 365.00' 184.72' 94.38' 124 125 126 127 0 122 123 n w L5 N 59°16'11"E 185.76' C5 5°49'15" 515.00' 52.32' 26.18' 1 w 116 117 118 119 q 120 + 121 _ _ 128 L6 N59°16'11"E 185.76' C6 3'14'28" 520.00' 29.41' 14.71' � L7 N53°26'57"E 223.82' C7 3°1428 50000 2828 14.15' 2tlli .. i 1 C8 5°4915 495 00 50 29 25.1 T C9 28°59'49" 385.00' 194.85' 99.56' 1 c 16 ILY OR Z___-- �9�'.6, S .-,._. 27 ry� CRT 90°00'00" 25.00' 39.27' 25.00' I15 L6 - 1 1.� CR2 90°00'00" 2500' 392T 2500' `V _ �__ __L = I Nln 7 .18 W� l- - - /T` 11 16+12.e6m 17+31as(^�Y% 4+z7s9 150 149 148 147 V� 1 N Z -/ ---� C.B.#62 o Q BCR v J BCR m 4+27.s9 1 J r 24 146 1 wa a + ECR SEE SNEE 0. 0 PISA WAY a La am siC� Y DRIVE 40" 0 40' 80' 120' ERSC 6/30/22 MB 1 _ 40 E I P C-2021-0014 to BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL UNAUTHORIZED CHANGES: FROM THE INTERSECTION OF COMPLIANCE WITH THE APPROPRI41F CONDITIONS gOFESS/ CITY OF LAKE ELSINORE SHEET ✓ W(ESHORE DRIVE AND DRYDEN OF DEVELOPMENT AND/OR C/TY AND STATE �Q C4070N-THE ENGINEER PREFAB/NG THESE PLANS WILL NOT BE o STREET �� o Coll: TOLL FREE �-,`4tOR AE(i ENGINFERS RESPaU1bZE OR L14&f FOR UMUTNa%ZED CMWES TO THESE LAWS, AND A PERMIT CAN BE ISSUED. ti 9 �2 PLANS. ALL CHANCES IO THESE PLANS MUST BE APPRO✓ED BY 26 SOUTHEASTERLY NORTHEASTERLY %' CIVIL ENGINEERS•PUNNERS•SIRNEYORs sn� pp m 1880 COMMON AVENUE,SUITE 100•CORONA,CA,92881-3370.951-134-2130 PREPARER OF THESE PLANS AND THE C/lY ENGINEER. //1/1CT/VQ 36557 z TO THE CHISELED'SQUARE'IN 1-C7OO ¢ Exp.6�3 STREET IMPROVEMENT PLAN THE TOP OF CURB AT BCR. 'L ,( I * 3 * PREPARED BY.' OF 4O 422-4133 } /�pg7g.7/19/2022 NIA G �� SCALE 1"=40' SICILY DR 14+30.00 TO 21+13.00 SHEETS o BENCHMARK NO.C-95-33 g4-OFcaUFDR� 1�.. 21212022 N N ELEV.= 1356.45 MSL 71Y0 WORKING DAYS BEFORE YOU DIG REMON HAB/B, R.C.E. No. 83156 C/TY ENGINEER VICTOR A. ELIA DATE FILE No. (1929 DATUM) DESIGNED BY: DRAWN BY: CHECKED BY: C/IY OF LAKE ELS/NORE 22-171 CONSTRUC77ON NOTES AND OUANTTTY ES77MA7E DESCRIPTION OCONSTRUCT 4"A.C. OVER 6"A.B. (SECTTON TO BE VERIFIED WITH R-VALUE TEST) O5 CONSTRUCT CONT/NGUOUS SIDEWALK PER C/TY OF LAKE ELSINORE STD. NO. 210. , WIDTH= 5: PI 13E .86 CONSTRUCT CONCRETE CURB& GUTTER 4'C( © TYPE 6 PER C/TY OF LAKE ELSINORE- STD. NO. 200 O7 CONSTRUCT CURB RAMP TYPE/PER CITY OF LAKE ELS/NORE STANDARD NO. 214A. o� JFAI - CONSTRUCT CURB INLET CATCH BASIN AND EX SU 11 LOCAL DEPRESSION PER C/TY OF LAKE c1 ELS/NORE STD. NO. 302A. PI=1 59.6 +3' CURVE TABLE \ RO OSE + o C RB + +m LL CURVE# DELTA RADIUS LENGTH TANGENT / C1 P26'37" 405.00' 52.61' 26.37' \ +r' C2 8°46'36" 520.00' 79.66' 39.91' Ulm I BE / C3 19°55'S4" 980.00' 340.91' 172.20' C4 6°48'54" 320.00' 38.06' 19.05' 50.0'V / \ PI=111 8 CS 6°48'54" 2e0.00' 33.30' 16.67' .50 \ Rig / C6 10°49'51"1020.00' 192.81' 96.69' TC +� �N + + C7 4°09'S3" 1020.00' 74.14' 37.09' 44 CB a°46'36" 480.00' 73.53' 36.84' + .C. C9 7°26'37" 365.00' 47.42' 23.80' +n \ C70 7°26'37" 385.00' 50.02' 18.51' a m +" C11 W46'36" 500.00' 76.59' 38.37' +" EX SU FAC C12 19°55'54"1000.00' 347.87' 175.71' 0 C73 6°48'54" 300.00' 35.68' 17.86' P 2l a PR POS D 1.5% \ + + + SCALE CR1 8731'55" 25.00' 38.19' 23.95' CR2 8731'55" 25.00' 38.19' 23.95' PROF/LE \ m + + o CR3 87 72'23" 25.00' 38.05' 23.81' HOR/Z. = 1=40 O CR4 93°71'31" 25.00' 40.66' 26.43' VERT. = 1 e� e�/1 e� CRS 92°47'37" 25.00' 40.49' 26.25' 21 22 23 24 25 26 27 28 29 CRfi e712'23" 25.00' 38.05' 23.81' LINE TABLE LINE# BEARING LENGTH L7 N 89153'22"E 122.13, I L2 N 8532'59"E 18.19' L3 N 85 32'59"E 36.41' 111 INT. SA!/ONA LANE 28+06.34 SICILY OR SEE SHEET 15 F5 L4 N 8532'59"E 40.80' 129 2 130 131 132 m 16+71.74 V N LTC \ Lb N a532'59"E 13.81' o 133 135 138 139 W g 246 17+14.ED h I v+less 270 4j4R �\ o + Q a N BCR I ti,� I ECR G96 `�\$\ __ ^ 134 136 137 W � > o �t L6 N 89°5322"E 12213' �, ^ N OP.R/W 24+77 50 SICILY R N �.o28+53.59 0 \ L7 N 89°53'22"E 122.13' w N - - _ 29+37.09 DRYD N DR d a N Ri 27+63.48 �oGGB6l„ my 136\6, GB N r -- _ W � SICILY DR y% 11 25+90.58 0 --- O a ECR c i 3 G _BCR �� :� slay N/, L8 N8532'59"E 44.71' w __ L1�- 22��T = �I __ 6 - _ qC.B.#09 ¢ + / `36ti.7 SGB --- 1'J - Z 28+49.20 �� PgIT O 1,5y"lbT/ ECR-�� 0 (� o 11 22+2535 m .22 C, 23+36 -p . 145 + 2426 . c9iI ryti~ I Qti' I ¢ a< 27+59.10 144 143 25+0.57 25+66.68 Z142 ` 6+t2 8.89O ECR C.B. 24.32140 BCR Tz a BCR Q 2C81+B.85#�.12 11 8+9 E BCR ¢ a¢ I 181 �g IT 178 G SEE SHEET 15 SEE SHEET 22 SAl/ONA LANE C/75 ORYDEN OR a w a" W s»ee 11-w ° am S/C/L Y DRIVE 40' O 40' BO' 120' E I P C-2021-0014 40 ERSC 6/30/22 M B BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR SEALUNAUTHORIZED CHANGES: FROM THE INTERSECTION OF COMPLIANCE WITH THE APPROPRIATE COND/TTONS gOFESS/ ffff1VppN_C=1,VmE%1 CITY OF LAKE ELSINORE SHEET LAKESHORE DRIVE AND DRYDEN OF DEVELOPMENT AND/OR CITY AND STATE � C4070N-7HE ENGINEER PREPARING THESE PLANS WILL NOT BE � �E o COII: TOLL FREE �-,`4tOR AE(i RESPON9IBCE OR LGBCE FOR UANUnroRIZED CM4Q_S TO 1HESE LAWS, AND A PERMIT CAN BE ISSUED. ti 9 �2 PLANS. ALL CM4Q_S TO THESE PLANS MUST BE APPROHED BY 27 SOUTHEASTERLY NORTIIEASTERLY CIVIL ENGINEERS•PUNNERS•SURVEYORS sn� pp m 1881 CO.-'AVENUE.SUITE 100•CORONA,CA,92881-3310.951-711-2130 PREPARER OF THESE PLANS AND THE C/IY ENGINEER. //1/1CT NO 36557 z TO THE CHISELED'SQUARE'IN 1-800 ¢ Ez.6l3 STREET IMPROVEMENT PLAN N THE TOP OF CURB AT BCR. 'L ,( I * P3 * PREPARED BY.' OF 40 422-4133 } /�pg7E.7/19/2022 1V1� 3 G �� SCALE 1"=40' SICILY DR 21+13.00 TO 28+90.00 SHEETS o BENCHMARK N0.C-95-33 ' gTL.GFcaUFOR� 1�...• 21212022 N N ELEV.= 1356.45 MSL TWO WORIONG DAYS BEFORE YOU DIG REMON HAB/B, R.C.E. No. 83156 C/TY ENGINEER VICTOR A. ELIA DATE FILE No. (1929 DATUM) DESIGNED BY: DRAWN BY: CHECKED BY: C/IY OF LAKE ELS/NORE 22-172 CONSTRUC77ON NOTES AND OUAN777Y ES77MA7E \ # DESCRIPTION O CONSTRUCT 4"A.C. OVER 6"A.B. (SECTTON TO _ BE VERIFIED W17H R—VALUE TEST) as O CONSTRUCT CONT/NGUOUS SIDEWALK PER CITY OF LAKE ELSINORE STD. NO. 210. , 103.4' C 136 4' C WIDTH= 5' 14 A0' C EX. UR ACE 5174 .C. 50' .C. ie so CONSTRUCT CONCRETE CURB& GUTTER PI 14 .18\ © TYPE 6 PER CITY OF LAKE ELSINORE- STD. NO. 200 O7 CONSTRUCT CURB RAMP TYPE/PER CITY _ OF LAKE ELSINORE STANDARD NO. 214A. + < + 11 CONSTRUCT CURB INLET CATCH BASIN AND LOCAL DEPRESSION PER CITY OF LAKE cg S'L TO OF 9b. ELS/NORE STD. NO. 302A. F R MA 0 EX. UR ACEpt RET RN 14.00'VC \ oo.o'v z + a e+ of .00 DEN ICA PC NT o ` �+m +N +a RO OS FS71K 'If 72 1— x EX. UR ACE AT L \ 1 5.0'VC 13 64' C PI 40. ¢� + m N'L TO OF - - 1400-- a + PROF/LE SCALE HORY = 1=40" VERT. = 1=4" 1 2 3 4 5 LINE TABLE CURVE TABLE S�oFS/C7�y LINE# BEARING LENGTH CURVE# DELTA RADIUS LENGTH TANGENT PROP.SD PER / syFFT�s L1 N 65°26'15"W 37.21' C1 22*42,10" 280.00, 110.95, 56.21' SEPARATE PLAN / / 20`26 L2 N 63°52'1 1"E 50.00' C2 27°59'24" 110.00' 53.74' 27.42' INT. �� \AGtiSpSG 1\'Bg 2 ECR tim PROP.SWR PER L3 N 89118'36"E 100.98, C3 06°02'04' 38.00' 136.65' 164.37' 1+00.00 SIENA CT 1� 1 H 1+54.02 g 1+84.19 PROP.R/W . \� SEPARATE PLAN L4 N 65'26'15"W 41.06' C4 25'1509' 320.00' 141.04' 71.68' =10+67.77 SICILY DR CkC B.#59 ,* TEC.B.#59A Lb N65°2615"W 81.23' C5 25°7509' 300.00' 132.22' 67.20' /,E i g00.30 T 140080'1 �. a m u' �. / L6 N 89118'36"E 100.98' C6 20°4910' 293.73' 106.73' 53.96' /�� // 139139T 41 FL LS 140jg6. . �C`�i 6 3+OO.1C {A��G �1h ` B .� / 3itC .. Lq 1 m`n;+N C7 ,g161 41 G�pG 07 0 a c�G3 SIE A CCIURT_G6 >< ti o Cq 1a,�tig L3 _ G\0 PROP.WTR PER CL =� _ _ J i SEPARATE PLAN 22 Q ^ 16 m w 3+13.45 EC PROP.R/W 21 19 20 17 1$ 51f_NA COURT 40' 40'40' 80' 120' 7"= 40' ERSC 6/30/22 MB E I PC-2021-0014 BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL UNAUTHORIZED CHANGES: FROM THE INTERSECTION OF COMPLIANCE WITH THE APPROPRLATE COND/TTONS gOFESS/ CITY OF LAKE ELSINORE SHEET ✓ LAKESHORE DRIVE AND DRYDEN OF DEVELOPMENT AND/OR CITY AND STATE �V CAUDON-7HE ENGINEER PREPARING THESE PLANS W/LL NOT BE o � �� o Coll: WILL FREE �-,`4tOR AE(i ENGINFERS RESPON9IBCE OR LA&E FOR UANUnroRIZED CM4Q_S TO 7NESE LAWS, AND A PERMIT CAN BE ISSUED. s �2 PLANS. ALL CHANCES 70 1NESE PLAN4 M16T BE AAP PFD BY 28 SOUTHEASTERLY NORTIIEASTERLY `? %' CIVIL ENGINEERS-PUNNERS•SURVEYORS �+ pp m t880 COnrPTON AVENUE.SUITE 100000RONA,Cn.92881-3370.951-731-213C PREPARER OF THESE PLANS AND THE CDY ENGINEER. TRAIT NO. 36557 z TO THE CHISELED'SQUARE'IN 1—800 ¢ Ex�6�3 STREET/MPROVEWWr PLAN � THE TOP OF CURB AT ECR. 'L ,( I * P3 * PREPARED BY.' OF 40 422-4133 �q� } /�pg7g.7/19/2022 IVI� 3 G SCALE 1"=40' SIENA COURT 1+00.00 TO 4+14.43 SHEETS p BENCHMARK NO.C-95-33 M v 4�OFwFOR� l . 21212022 N N ELEV.= 1356A,5 MSL TWO WORKING DAYS BEFORE YOU DIG RE HAB/B, R.C.E. No. 83156 C/TY ENG/NEER VICTOR A. ELIA DATE FILE No. (1929 DATUM) DESIGNED BY: DRAWN BY: CHECKED BY: C/IY OF LAKE ELS/NORE 22-173 CONSTRUCTION NOTES AND OUAN777Y ESTIM417E DESCRIP77ON OCONSTRUCT 4-A C OVER 6-A.B. (SECTION TO BE VER/RED WITH R-VALUE TEST) sa.o'v 5 O CONSTRUCT CON77NG000S SIDEWALK PER _!Be C17Y OF LAKE ELSINORE STD. NO 210. , 10.69' C 35' .C. 47' G. WIDTH= 5' 3 > PI=1 83.8 CONSTRUCT CONCRETE CURB&• GUTTER $t t + 5 n O TYPE 6 PER C/TY OF LAKE ELS/NORE + o ` + o o STD. NO. 200 .'y" N + O7 CONSTRUCT CURB RAMP TYPE/PER C/TY OF LAKE ELSINORE STANDARD NO. 2144. +A PR PO ED ENTI AL FURS _ - _ + 0 3 a 1 O CONSTRUCT>0'CROSS GUTTER PER C/TY OF LAKE L- P. STANDARD NO. 209 \ $2 �"., / 11 CONSTRUCT CURB INLET CATCH BASIN AND LOCAL DEPRESS/ON PER CITY OF LAKE 00. 'V EZS/N0RF_STD. NO. 302A. PI=191.0 \ kf PI=1 83.0 �+� + �q s CURVE TABLE +� CURVE# DELTA RADIUS LENGTH TANGENT o n N \ oLL + + OP SE FS ENT CAL C1 9°02'39' 980.00' 154.69' 77.51' _ IT +� C2 9°42'49" 1020.00' 172.92' 86.6T a nl + C3 14°03'41"1000.00' 245.42' 123.33' 6'0 . 41 ° CR1 86°2923' 35.00' 52.83' 32.92' N 1 6.2 VC v� 2. g' CR2 87°79'S8" 35.00' 53.35' 33.41' %o a? \ +M P-1 83 8 CR3 80°23'S3" 25.00' 35.08' 21.13' m+ +o; + .95 n ,C. CR4 07°58'51' 25.00' 47.12' 34.40' +°c �., o$ 1.1 CR5 93071'21" 25.00' 40.66' 26.43' "+' + < Pa m CR6 8301558" 25.00' 36.33' 22.22' m >11 ENT CAL PAIIT CR7 90°01'08" 25.00' 39.28' 25.01' + i� S'L TOP OF \ CR8 89°58'52' 25.00' 39.26' 24.99' c` / CR9 89058'52" 25.00' 39.26' 24.99' +M 3. PROFILE SCALE LINE TABLE VERT. = 1=4' LINE# BEARING LENGTH ORY L1 N 32°03'41'W 211.22' 1 2 3 4 5 6 7 8 9 10 L2 N 460OT22'W 300.81' I \II/73 g p TC 1379.72FS L3 N 46°07'22'W 300.84' ? 1 L4 N 32°03'41'W 207.90' L5 N 32003'41'W 287.35' D♦ o- �. L6 N 46°07'22'W 345.83' ♦ �38Z6pR N6 � - `380.99 FS G8 CF D 0 D 138.68 FL 6f . D i o. ♦ �'?$ �0 1,7� bar 380.9FS v 383 381 CF. o. D� D. 46F B p �@1Z 0\NPOR �� o M i pF� g4tEF`RP o� EN 9R. h pR Y1 2 k 15D J13�98T JEEt Z 5 , O CF 2q" 884g8TC - SEE .Sn 13+27.3 38q 33 t PROP.SWR PER g+335 `O '` SEPARATE PLAN CRf CR2 PROP.R7W\ -- SL'AdE. 1L70' SL/!E.•!-10' i PROP.30"WTR TERRA GOTTA C��Y PROP.SD PER %: CE INT. SEPARATE PLAN ��'-.1/'° B N$ TRANSMISSION SEE OFFS/TE STREET PLANS 4+19.51 TERRACINA DR 12+78,17 �SEA' LINE PER 25+40.11 =12+36.96 SICILY DR BCR `O 1 _ _� SEPARATE PLAN ECR �4 95.7 T / 7A 11 7 � m e do ECR T- 6+3�EC 1,.:�it'- � C . 3+79.20 0 7 3360 I 1+67.98 PROP.R/W ^^ M� ♦\ 4+74.91 ��_�� a`ti- DEC.BQ#547 U.B.8 B 1+37.38 R l +fib fit T 11 =. / -- ----_ECR - _BCR '`� ~ / _ ECR E4.G.6.#61 C'� ii c 1� BCR / / _ G ,. - ' =4.0 e s 6 / - 109 108 1 SE RypEN DR TERRACINA DR 9o,�5e 6�°��` 5 1 110 p T INT. I m G W. 1+00.00 TER RACINNOR {�� .�6`t• _ - m =24+85.35 TERRA OTT DR I - _ - - _ PROP.WTR PER b'*32 SEPARATE PLAN P.R/W TeEc 1 1 1 I I - - I710 1.11 1 14m �o i 4+6323B CR C1 6B - s 112 - C.B.CB# 1+7935 C.B.#63 +8843 0' PROP.RNJ 3+87.32 BC BCR 24+2.59 1+6-8.485 11+92.63 40' O 40" 80' 120" S SEE STRE BCR ECR ECR ET PLANS SEE SHEET DR Z 1""= 40 TERRA COITA " OFFS/TE S�C��Y TERRAC/NA DRI VZ E R S C 6/3 0/2 2 M 6 E I PC-2021-0014 BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL UNAUTHORIZED CHANGES: CITY O F LAKE ELSINORE FROM THE INTERSECTION OF COMPLIANCE WITH THE APPROPRIATE CONDITIONS ROFESS/ SHEET IAKESHORE DRIVE AND DRYDEN OF DEVELOPMENT AND/OR 017Y AND STATE �QGLUTTON-THE ENdNEER PREPARING THESE PLANS WU NOT BE o STREET aD FEET o , Call: TOLL FREE LAWS, AND A PERMIT C4N BE ISSUED. �'�`��`6s�A�4 F� ffff40AV=G�1A(Z2S7RZ �^S'�pP,,4AGFS TO H=PLANS AME FOR MOST BE��er 2 9 N SOUTHEASTERLY NORTHEASTERLY ,+ CIVIL ENGINEERS-PLANNERS•SURVEYORS m 1880 COMFTON AVENUE.SURE 100-CORONA.CA 92881-3370-951-731-213C PRLPARER OF THESE PLANS AND THE CBY ENdNEER. TRACT NO 36557 'b z TO THE CHISELED'SQUARE'IN 1-800 Ezp.6 /23 A STREET IMPROVEMENT PLAN �1 N 4 THE TOP OF CURB AT BCR. •��33 * * PREPARED BY.• OF 40 4 �}L/ ,9ATE.•7/19/2022 P SCALE 1"=40' TERRACINA 1+00.00 TO 9+77.94 N 3?4 CIVI �� f 21212022 SHEETS N BENCHMARK N.4 C-95-33 TWO WORKING DAYS BEFORE YOU DIG REMON HAB/B, R.C.E. No. 83156 C17Y ENG/NEER OF GJ.IFO� (19 9 DANMj'45 MSL DESIGNED BY: DRAWN BY: CHECKED BY: VICTOR A. ELIA GATE CITY OF LAKE ELSINORE L No. 22-174 CONSTRUCTION NOTES AND OUANTITY ESTIMATE DESCRIPTION 7.39' C O CONSTRUCT 4"A.C. OVER 6"A.B. (SECTION TO I'll 14BE VERIFIED WITH R-VALUE TEST) 4'0. CONSTRUCT CONT/NGUOUS SIDEWALK PER 54 O.0 OO C/TY OF LAKE ELSINORE STD. NO. 210. , s a WIDTH= 5: + a O6 CONSTRUCT CONCRETE CURB& GUTTER TYPE 6 PER C/TY OF LAKE ELS/NORE STD. NO. 200 PR D O OF LCITY AKE ELSINORERSTANDARD NO.E2144. E'LY FOP UF 10 CONSTRUCT 10 CROSS GUTTER PER C/TY OF LAKE ELS/NORE STANDARD NO. 209 I=141.43 +� +a LINE TABLE 410 _Z 0%+1 3% LINE# BEARING LENGTH L1 N 16"11'14"W 79.38' T C L2 N 16*1 V14"W 79.77' S + L3 N 161114"W 193.88' 4'0. 5 O.0 + a WILY OP F PROF/LE SCALE H01I = 1=40' VERT. = 1=4Igo 1 2 3 °I I NAPLES IP.ITY 11G 16;/ `YStp�� 0 1 00 Q 1407.73 F GO r 1 Q QQC�; 1407.81 IRS GB ` ^�5 vQpJ Q ,C 00 1p O C MN/A LN TERRA COTTA y Q a —_140994.1 1ppe�ati SEE SHEET O1 SEE OFFS/TIE STREET PLANS `a e `a 00 t ellQQ O ae Q- 387 1 I I i p° 1ac1$ s, O C1 l ♦` o /, Q -1-• 1 11 19+48.85 I p ° QOQ Q 1\ O Q r. 5+91.80 1 40`2 BCR Q ECRI 1409 140992Fs' /' r' ��6ffD 7 Q �' 386 .:♦ � 1+45.70 2+25.09 T 'J11�1F� � 1 ° Q QQQ f 9F w PROP.WTR PER I _ CR ECR 1 \�5 PROP.SD PER Q Q �1 11p ' —�. r ~— SEPARATE PLAN I % G SEPARATE PLAN ? a1� e1 p1 II �� 1+00.00 NAPLES WAY 1 9 9p T 140gA6F =5+45.91 CATANIA LN 1 _ 1 +93.88 NA ES AY L3 " 1p 1B+9fi.Ofi TE RA OTTA i 385 1p�01P 1 `ti�� 1 NAPLES WAY 10 , TERRA COTTA TO MAPLES CURB RETURN PROP.SWR PER 1+45.81 j 2+25.58 \ I SL/LE.•1 CIO' SEPARATE PLAN NAPLES TO TERRA COTTA CURB RETURN 7 ECR BC R �p1 384 I ' 4+99.20 I 36r, 18+44.Bs BCR `i EqR I I 1 I I 383 SEE SHEET 31 SEE OFFS/TIE STREET PLANS CATAN/A LN TERRA GOTTA NAPLES WA Y 40' 0 40' 80' 12' 1"= 40' EIPC-2021-0014 E RSC 6/30/2 2 M 6 BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL UNAUTHORIZED CHANGES: FROM THE INTERSECTION OF COMPLIANCE WITH THE APPROPRIATE COND/TTONS gOFESS/ CITY OF LAKE E LS I N O R E SHEET ✓ LAKESHORE DRIVE AND DRYDEN OF DEVELOPMENT AND/OR CITY AND STATE �Q C4070N-THE ENGINEER PREPARING THESE PLANS WILL NOT BE o STREET FEET o Coll: TOLL FREE �-,`410R AE(i ENGINFERS RESPa6IIBCE OR LA&E FOR UANUnroRIZED CM4Q_S rO 7YESE LAWS, AND A PERMIT CAN BE ISSUED. ti 9 �2 PLwS ALL CM4Q_S TD THESE PLANS MUST BE APPROHED 8r 30 SOUTHEASTERLY NORTHE STERLY %' CIVIL ENGINEERS-PUNNERS•SURNEYORs pp m t880 CO_0P AVENUE.SUITE 100000RONA,Cn.9288,-3370.951-734-2111 PREPARER OF THESE PLANS AND THE C/IY ENGINEER. //1/ICT NO 36557 � z TO THE CHISELED'SQUARE'IN 1—800 Ex.6�3 STREET/MPROVEMEiVT PLAN � THE TOP OF CURB AT BCR. / / P• 3 a /X/1-"_v(/" II * * PREPARED BY* OF `PO 422-4133 } �04TE 7/19/2022 1VI� 3 G �� SCALE 1"=40' NAPLES WAY STA 1+00.00 TO 2+93.99 SHEETS N BENCHMARK NO.C-95-33A818 OFCpUFO�e1 Lam.. 21212022 N ELEV.= 1356.45 MSL 71Y0 WORKING DAYS BEFORE YOU DIG REMON HAKE R.C.E. No. 83156 C/TY ENGINEER VICTOR A. ELIA DATE FILE No. (1929 DATUM) DESIGNED BY: DRAWN BY: CHECKED BY: C/IY OF LAKE ELS/NORE 22-175 44.5'0 CONSTRUC77ON NOTES AND OUAIV777Y ES77MA7E 0.0'VC 54'O.C. 5'0.. 9.5'0 30. =1 14 = # DESCRIPTION OCONSTRUCT 4"A.C. OVER 6"A.B. (SECTION TO BE VERIFIED WITH R-VALUE TEST) CONSTRUCT CONT/NGUOUS SIDEWALK PER -0.2% > +e OO C/TY OF LAKE ELSINORE'S7D. NO. 210. , +> CONSTRUCT CONCRETE CURB& GU7TER +� 0.4'0.. 50'O.C. 13.30' C © TYPE 6 PER C/7Y OF LAKE ELS/NORE 12 oor IN - STD. NO. 200 +> ?m LV P F + + O7 CONSTRUCT CURB RAMP TYPE/PER CITY OF LAKE ELS/NORE STANDARD NO. 214A. CONSTRUCT CURB INLET CATCH BASIN AND P INT 7_ 11 LOCAL DEPRESSION PER CITY OF LAKE ELSINORE-STD. NO. 302A. 13 CONSTRUCT CURB OUTLET PER CITY OF LAKE ELS/NORE S70 NO. 300A AND 300C. PO NT A CL 30.101, 5'0.. 85 9'C.C. +o = 41 = 41 2. 0' .C. e-0.5% v + +� e + 13.30' C PR POS D + RB +$ + 1.0 1. Fr cl if LB PROF/LE SCALE HORY = 1=40" VERT. = 1=4" 1 2 3 4 5 6 7 8 9 10 LINE TABLE CURVE TABLE LINE# BEARING LENGTH CURVE# DELTA RADIUS LENGTH TANGENT L7 N 80°23'09"E 50.00' C1 08"04'15' 38.00' 138.00' 152.01' L2 N 74°56'32"E 183.69' C2 23°06'02" 110.00 44.35' 22.48' L3 N 37°31'20"E 50.00' C3 17°39'24"1203.00' 370.72' 186.84' L4 N 63°02'03"E 103.57' C4 11°09'45" 517.00' 100.72' 50.52' L5 N 74°56'32"E 159.08' C5 26°75'27" 110.00' 50.41' 25.66' L6 N 74°56'32"E 183.69, C6 05°30'43' 38.00' 136.30' 167.65' L7 N 63°02'03"E 103.57' C7 11°54'29" 557.00' 115.76' 58.09' C8 19°20'03"1163.00' 392.45' 198.11' z�- 3¢ C9 22°0302" 184.35' 70.95' 35.92' 376 385Q 22 C10 22°37'37"1183.00' 467.19' 236.68' 377 378 379 380 381 382 383 384 zU W �"� ^' 386 C11 11°54'29" 537.00' 111.61' 56.01' N+ h 387 388 EE Z 391 392 U12 25°31'30" 184.38' 82.14' 41.76 i 389 390 a a w g - cR1 s2°as'48° 25.00' 40.21' 25.96' C3 CATANIA LANE - m cR2 91°0T46" 25.00' 39.76' 25.50' 3 �, owe �G� \�C8#84 10+17.36 C10 \ - 6 L2 � Lfi ti A/ - 5+9180 _ - 13-- - 14� C71 ,� 1L7 VppF G i 375 I 370 369 367 366 1+4s.a1 _ 7 ECR C7 0. SG- 1 tG m 371 368 EC R , , 1+4s.7o -PROP. 372 365- I BCR- 374 - - - - - _ ---- -- - w 0 -----+ -- - - ,SE E SHEET ' - 9 m + 393 396 395 394402 401 398 397 + -- ---- ----- ----- --- N.4PLES - cA TA NIA LAVE ERSC 6/30/22 MB 40 40 8° 20 1"- 40 EIPC-2021-0014 BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL UNAUTHORIZED CHANGES: FROM THE INTERSECTION OF COMPLIANCE WITH THE APPROPRIATE COND/7701VS gGFESS/ CITY OF LAKE E LS I N O R E SHEET ✓ W(ESHORE DRIVE AND DRYDEN OF DEVELOPMENT AND/OR CITY AND STATE �Q C4070N-THE ENGINEER PREPARING THESE PLANS W/LL NOT BE o � �� o Coll: WILL FREE -,\c��'S E(, ENGINFERS RESPONSIBLE OR LA&E FOR UANUTHa%zED CARN2ES TO 7HESE j LAWS, AND A PERMIT CAN BE ISSUED. ti 9 �2 PLANS. ALL CHANGES rO 7HESE PLANS MUST BE APPRO✓ED BY 31 SOUTHEASTERLY NORTHEASTERLY %' CIVIL ENGINEERS•PUNNERS•SIRNCYORs sn� pp m t880 COMPTON AVENUE,SUITE 100•CORON.Cn.92881-3310.95t-)34-2130 PREPARER OF THESE PLANS AND THE C/IY ENC/NEER. //1/1CT/VQ 36557 z TO THE CHISELED'SQUARE'IN 1-800 E>c4o 6�3 STREET IMPROVEMENT PLAN � THE TOP OF CURB AT BIER. 1 / P3 �1 /X/1-"_v(/" II - * * PREPARED BY* OF `PO 422-4133 } /'OAlE7/19/2022 ,� IVI� SCALE 1"=40' CATANIA LN STA 1+00.00 TO 9+66.06 SHEETS ry BENCHMARK NO.C-95-33 g7L.GFcaUFOR� JX. 2�2�2022 N ELEV.= 1356.45 MI TWO WORKING DAYS BEFORE YOU DIG REMON HAB/B, R.C.E. No. 83156 C/TY ENGINEER VICTOR A. ELIA DATE FILE No. zz : (1929 DATUM) DESIGNED BY: DRAWN BY: CHECKED BY: C/IY OF LAKE ELS/NORE 22-176 CONSTRUC77ON NOTES AND OUANT/TY ESAMA7E 65' 19.5' 1.0 1.0 0.. # DESCR/PT/ON IAN�LNO CONSTRUCT 4"A.C. OVER 6"A.B. (SECTION TO 1.0 VC 55.8' 1.34' VC BE VERIFIED WITH R-VALUE TEST) _ U~ CONSTRUCT CONTING000S SIDEWALK PER Qi xA 3 OO CITY OF LAKE ELSINORE STD. NO. 210. , =3.60' m m WIDTH= 5: + ' o M CONSTRUCT CONCRETE CURB& GUTTER Q+M © 7YPE 6 PER C/TY OF LAKE ELS/NORE + g°I° +AO P01 T STD. NO. 200 CURB AIPR 0'0 C. R C17Y PO NT IDE IC + O OF LAKE ELS/NORERSTANDARD NO.E2144. +! 1,- PO 10 OF 50.0'V J,, PR PO ED CONSTRUCT CURB INLET CATCH BASIN AND LOCAL DEPRESS/ON PER C17Y OF LAKE 4 / UR LL x6 ELSINORE-STD. NO. 302A. 10 + +! P=190.6 °' LINE TABLE X. URF ICE ` \ IDE TIC L POI T LINE# BEARING LENGTH L7 N 61°52'08"W 74.82' +`ter' 9°° PO NT 1,° \ 7.48' n L2 N 52°02'36"E 29.36' _ 1 is R P OP ED S x 1 0.0 VC 3.32' C L3 N 32°33'33"E 59.5T \ L4 N 22°19'20"E 41.04' AT CL 4.04' .C. .4 49.1'0 50 NO NT \ TA GEN L5 N 51°5442'W 41.04' 45 79' C \ ,+� L6 N 62°08'55'W 108.35' 41 14' C r' + L7 N 36°37'13'W 50.00' IDE TIC 0.. .C. T GET L8 N 62°OB'55'W 51.62' / L9 N 32°33'33"E 111.75' 3 3a / L10 N 40°17'19"E 41.04' 1% P01 / PDI T L11 N 52°15'27"W 41.04' vVIV Ag N',T PO h L12 N61°52'20"W 20.31' L13 N 61°52'08"W 120.57' L14 N 52°02'36"E 29.36' L15 N 32°33'33"E 111.75' PROF/LE SCALE L16 N 62°08'55"W 160.53' HOR/Z. = 1=40" HERT. = 1=4" 1 1 1 ILI 1 2 3 4 5 6 7 8 CURVE TABLE CURVE# DELTA RADIUS LENGTH TANGENT C1 66°05'16" 30.00' 34.60' 19.51' 13641F6 'sc / /j�� ..\ _ o � _ T3_%IN�1 oI 136j22FS �� 7 / // C3 10°14'13" 110.00' 19.65' 9.85' o 1363.14SS COBB / GROUT[0 LE"0 � / � - � �'��, C4 05°4559' 60.00' 110.76' 79.29' GROUTED COBBLE STONE F,_ 0G I y - 9,� / m�n C5 10°1413" 110 00' 19 fi5' 9 B5' PROP.WTR PERSEPARATE PLAN XPB 7COC�, >ISB2j9 Wv n�.., 4 C6 05°3135' 38.00' 136.32' 167.7T o .2)F C \ - �;�. e°' 136659 TC t�� GRODIED GOBBLE STONE C7 25°3046 11007 4901 2492' _ L' a`� �,\ x'ti� ��' 136809 FL GROU EU COBBLE STONE �, o �' 15-. `O ^�A PROP.SWR PER 6h�1 I �� C8 85°7732 3000 4466' 27.63' ti P x � D r"7d?Bp \�x SEPARATE PLAN � � 2'0� ,. �` C9 15°0533 320.00 84.29 42.39' CRf' 4 ��r s 1°4 3 9 8.2% a. \\ 310 7°01'17' 110.00 13.48 6.75' jzT, yx 0C m ti� � 1282SG TSBgB7 / Y '� "��" . tr� }aOt, O S9? y '�_ 1 �� '`s \\ C11 87°2715 60.00 91.58 57.39' F CFD x27 \� 5 Q i C12 1011337' 110.00' 19.63' 9.84' O PROP.SO PER a .)/ 's�0 \� CSB464 ��1�� SEPARATE PLAN CR2 C13 66005'16" 50.00' 57.67' 32.52' G14 191903" 300.00' 102.02 51.51' SOME•11-10' 1387,92 O) ".�� C16 26°2833. 17872' 82.58' 42.04' TC �\ x 9y �CB9T'16' AEG CR1 90°5TO8' 25.00' 39.69' 25.42' v �INi. / �'� y 7FC9a .a make 6x� 1390b5 '6+00.00 NA OLN 0 VE 6' " l 7x � 11 , A4 PP \ \ CR2 89°02'52' 25.00' 38.85' 24.59' sx x 1390.49 �.. w� _.-`// Dye TC 1Bg155 \\ TI�v^/ A !73 �qS B2S i / 1x g \\.�i./ V V 13B5B ` \ AFC 6C 7 '/ 1+54.76 O�ti�FF� 683OS�C.B. C13 11 ?xs x,Oson F/1/APOL/ WA Y 136745 / �'O opt TC ,....1368.94 / .B �a p °. AFC E I PC-2021-0014 E RSC 6/30/2 2 M 6 40' D 40 80 20 1"= 40' BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS H4VE BEEN REWEWED FOR SEAL UNAUTHORIZED CHANGES: FROM THE INTERSECTION OF COMPLIANCE WITH THE APPROPRI41F CONDITIONS gOFESS/ CITY OF LAKE E LS I N O R E SHEET ✓ W(ESHORE DRIVE AND DRYDEN OF DEVELOPMENT AND/OR C17Y AND STATE �Q RLSP N-THE ENGINEER PREPARING THESE PLANS WILL NOT EaF S STREETo �E o COII: TOLL FREE �-,`4tOR"'E(i ENGINFERS RESPONSLeLE oR LueLE FOR UnwunroRrzEo cNaucEs m 1NESE LAWS, AND A PERMIT C:AN BE ISSUED. ti 9 �2 PLANS. ALL CHANGES TO 7NESE PLANS MUST BE APPMPED er 32 SOUTHEASTERLY NORTIIEASTI:RLY %' CIVIL ENGINEERS•PUNNERS•SURVEYORs pp m 1880 COMMON AVENUE.SUITE 100•CORONA,CA.92881-3370.951-731-213C PREPARER OF THESE PLANS AND THE C/7Y ENGINEER. //1/1CT NO 36557 z TO THE CHISELED'SQUARE'IN 1-800 ¢ Exp'�3 � STREET IMPROVEMENT PLAN � THE TOP OF CURB AT BCR. II * * PREPARED BY.' OF 40 422-4133 }l/�DA7E•7/19/2022 IVI� 3 G �� SCALE 1° = 40' NAPOLI WAY STA 1+00.00 TO 7+59.06 SHEETS o BENCHMARK NO.C-95-33 44-0 CAUFO�e, �fil:.�. 21212022 N N ELEV.= 1356.45 MI 71Y0 WORKING DAYS BEFORE YOU DIG REMON HAB/B, R.C.E. No. 83156 C17Y ENG/NEER VICTOR A. ELIA DATE FILE No. (1929 DATUM) DESIGNED BY: DRAWN BY: CHECKED BY: C/IY OF LAKE ELS/NORE 22-177 21' °21' �"� 6%N .�9Z�G' SG 'l° tG (ASG9E�1'LSG Q''lG �G /�"it II / ±U3 T rnm3 / 3' 8' 6' 3' 6' 3' 6' 3' 6' 3' 6' 3, 6' a �4ko rnmm gO�StG�Q'.�ptG�P, p0t°pP- tih A'LQ' 1G 9°��1°�0°�d1,Q' 3p0SVhe` ��S`L°�'96p619°� .P' h9�G F�, '{SSG c'L °11G P tiA1GAP rnU 3 rnU 3 m�3 �n E 13;99�°1'S9°,, \^a°';99° \'j9°,�'!°3' \p\'�' 1'y6`1393' ,991`,3o3,3p ,�p9h'pAP° ,,3ph�04`,��_�1 '.9 13 13 21' 28' 10, 7' I LOOIL oEFREssm QETA/L RAP CB#1 LOCAL 01EPRES.SW DE o FOR CB#fA LOQU &�PWIIFSSOV DETAK RAP C.B#1B LOCAL DEPRESS/ON DETAIL FVP CRA12 AND#2A LO OEPRE DEWL FOW C.B#3 L004L DEPRESSION DETAIL FOR C.B.#SI NTS NTS NTS NTS NTS NTS SEE SHEET NO. 21 SEE SHEET NO. 21 SEE SHEET NO. 21 SEE SHEET NO. 21 SEE SHEET NO. 17 SEE SHEET NO. 18 A6�P1L�9Aa,,h9h`�yAA'.E� SG ,KG ASGp1E�99AS0\F�1p'lG cn, 14 °^,�G% a9,&&P• p9lG � % .��t1 P• �2 1' aF K& 9° aw + + 01p �p 1tiGe °e tc 3' 6 3' 6' - 6' 3' 3' 3' 6 3' � = 6' 3' +m P- Jm� Imo Na � v �°SG°� ^w'14�- 40 ,h9h , ,99g ,,Ap9,h9'L9 \ ,,�. rn 28' \h \"�.�o�'1.2' 1 ��S9 '�p,�15't,,apti�p�1� 3 3 �10 �14 LOCAL OEPRESSW OETA/L FLAP CB#4 LOCAL OE7 V OETAK ME C.B#5 LOCAL LIDDRESS"N DETAIL FOR C.B#s LOGIC OEPRkNRaV OETAK RA4 C.B.#7 LOCAL OEPRES3%W DETAIL FaP C.B#8 LOCAL DEP/PESSW OETAK RAP C.B. NTS NTS NTS NTS NTS NTS SEE SHEET NO. 17 SEE SHEET NO. 17 SEE SHEET NO. 23 SEE SHEET NO. 23 SEE SHEET NO. 27 SEE SHEET NO. 27 �G A3SG Q' ZG 7' �G �ZG P. h'L��9Q" 6,5�°P•�SG 1G SG �G 6ticP�•.�`0�'S6,C3' ,c�1��. Gh e- Ck3' 0p tG F, 119 96e- T 9Ae• eA G`�'lG tG 3��6�F� 1°a1G,�Q.3°'SS�P Nrn c , �h �p °h°' '.'3�'.9h° N" '.''�°'^SA 3FA\�� ,�p1FP�`'A '.^,C';9C�' '.'`',�Gp �' �4,� ;•'l 6tiF� �' phP\^'��9�" 1'y�' ° �^3'31' ------------ 1 '`'�°' +�a � 3 N j 6 6 8' 3 3 6 8 — 6 6, o� Q�c "N +m 136133.663TCNm a ma +! 1363.65 TC+ it FL136 36982 TC 1363.66 TC .14 13282 R. 136282 FL 6.82F 366 F L 10' 73 21 14' LOCAL &PRESSW OETA2 FOR C.B.#BB LOCAL DEPRESSkW OQg FOR C.B.#9 LOICAC DEPRES-WN DETA2 FOR CB.#10 LOC& DEPRESSION OETA/L FOR CB.#11 LOCAL DEPRE DETAIL RAP C.B#12 COLIC DEPRESSW DETAIL RAP C.B.fI3 LOCAL DEPRESSW DETAIL -OR CB#14 NTS NTS NTs NTs NTS NTs NTS SEE SHEET NO. 27 SEE SHEET N0. 27 SEE SHEET NO. 27 SEE SHEET NO. 15 SEE SHEET NO. 27 SEE SHEET NO. 15 SEE SHEET NO. 17 21' d>,�GpP, ,561pyti3e.,5"��'L�,�E� '• U N, 6' 3' 6' 3 gf o 6' 6- 1348.98 TC 6, 3' 1348.15 F 6' 6' 3' 6' 3' 6' 1348.94 TC 1334.33 1348.44 FL 1349.81 T 1349.11 TC 1333.89 FL 336.91 TC 1335.83 TC o"3 1348.18 FL 1349.05 TC 1348.61 FL 1336.18 TC 1336.55 TC 1336.88 FL 1335.33 FL T, �h 13 �,A6��°c41ti63�°�'�'L° �91,,8,3. 1348.22 FL 1335.35 FL 1336.72 Fl. 9 ♦e �p N 14' ��°, � �^.� 14' LOCAL DEPRES39W DETNC L-OR CB. 15 COCAC DEP,PESS/ay DETAIL FOR C.B.#>s LOCAL DETAK FiAP C.B.#1B LOCAL DETAK FiAP C.B.#19 COG4L DEPRE55/oN DETAIL FaP C.B#20 LOGIC DEPREssbiy DETAIL f7AP C.B.#21 COrA[ DEPRExsbiy DETAIL FOP CB.#22 NTS NTS NTS NTS NTS NTS NTS SEE SHEET NO. 9 SEE SHEET NO. 9 SEE SHEET NO. 8 SEE SHEET NO. 8 SEE SHEET NO. 12 & 13 SEE SHEET NO. 12 & 13 SEE SHEET NO. 12 c�8 e1G 9,'lG Q, eAtG,�P. 9�,�p P• G pit;°E�, 99t;B'n' 9pt;9Q. 15' 21,ZE > E .�e'L1ep3 , \9'L°' ♦e�g19' ♦p\e1',3,�9p'L9,�'lf�' °1G '• e`�p°P n e, 21' 21` � oN i" ,�9v",eve. o a ry +m II +m it 6' 3' 4' 9 6, 3' a 6' 1e\9'L,' ry,,L9'lG6P. epSg°Q' ,9°,L'1G.19�.,9a1�01e' o m�e,eti9. ,,5ry9�,q. ♦e,,3,p. 1e�e1 a 21,- 135313.651 3i.6C2 FL1353135592T7C6 K135313 6Y1 F11353134532t.6G6 FLi351$353359T6Cf{ ' °,°S �•'9tiG 'A" RZ 1het G,AP. �y"�G1 pE�. ,,�'L^,h t,G p,`'a Q• h'1h�,''°91S 9°� p1Z G pE� 311 G P �1'.l G P°°'l G P 9h'lG hF�, 9°t SQ. G�S G hP. 'Lp1 G 1P.131G`L°3�h1. 4' LOCAL OEPRESSW DETAIL RAP CB#?J LOCAL DEPRESMW DETAIL RAP CB#24 LOCK &EPRE DETAIL RAP C.B#25 LOGIC DEAPES 12V QETAK RAP CB#2s LOCAL DEPRESSION DETAIL RAP C.B#50 LOCAL DEFR03W DEW. FLAP C.B.AW d CRAWA NTS NTs NTS NTS NTS NTs SEE SHEET NO. 10 SEE SHEET NO. 10 SEE SHEET NO. 8 SEE SHEET NO. 13 SEE SHEET NO. 22 SEE SHEET NO. 21 EIPC-2021-0014 ERSC 6/30/22 MB BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HALE BEEN REWEWED FOR SEAL UNAUTHORIZED CHANGES: FROM THE INTERSECTION OF COMPLIANCE WITH THE APPROPRIATE CONDITIONS gpFESS/ CITY OF LAKE E LS I N O R E SHEET ✓� W(ESHORE DRNE AND DRYDEN OF DEVELOPMENT AND/OR C17Y AND STATE �Q C+1U7/0N-7NE ENGINEER PREPARING THESE PLANS WILL NOT EBE S o STREET 40�E o COII: TOLL FREE �-,`GtOR AELi ENGINFERS NESPONs/eLE oR LuecE FOR unwunroNrzEo cNaucEs m n�ESE LAWS, AND A PERMIT CAN BE ISSUED. s �2 PANS. ALL CNauGES rO 7HESE PL0S MUST BE APPRO✓ED Br 33 SOUTHEASTERLY NORTIIEASTERLY INIL ENGINEERS•PLANNERS•SIP'EroRs sn� pp m t880 COMPTON AVENUE.SWE t00•CORONA,CA.92881-3370.951-734-2130 PREPARER OF THESE PLANS AND 7F/E C/IY ENGINEER. //1/�CT NQ 36557 z TO THE CHISELED'SQUARE'IN 1—800 ¢ Ex u 664803 STREET IMPROVEMENT PLAN � THE TOP OF CURB AT BCR. 1 / * P3 * �1 /X/J-"_v(/" II — PREPARED BY* OF `PO 422-4133 }✓ 'DATE 7/19/2022 IVI� s SCALE LOCAL DEPRESSION DETAILS SHEETS o BENCHMARK NO.C-95-33 ' 9 q>L.QFcaUFOR� CIi�:. 21212022 N N ELEV.= 1356.45 MSL 71Y0 WORKING DAYS BEFORE YOU DIG REMON HAB/B, R.C.E. No. 83156 C/TY ENGINEER VICTOR A. ELIA DATE FILE No. (1929 DATUM) DESIGNED BY: DRAWN BY: CHECKED BY: C/IY OF LAKE ELS/NORE 22-178 \h1S hd5P 1h1h 1p1cP• \91S�1pe1 \91S�1py1 \9150�1'pP 1h hG� J2\S19S� T6110a \3•(1\h1'1a�,�S11GS\P. \h16�0�E� \g1h�141-111h1hS�63SCAS�chQ, D� 3�'L�\'.L\yS'lc�c�, \ \91+� ♦ 191S1h' 6' 13' 3' 12' 3' V 6, 6' 3' +cmi n "w'N w Ipl 1315�1��6G1G1'cN 1S1G E�1S1G1P-315�5`3� f m it +cmi it 3 1 ,p1S' Q°j 915 pc(1.,p1S. pB 1 1h1 +"� 3 21 211. 40 7 rn 7- LOCAL aEPRESS/ON DETAIL FOR C.Bf52 LOCAL DEPRESSION OETAK FOP C.B/53 LOCAL DEPRESS/ON DETAIL RJR CB.1534 LOCAL DEPRESSION L EM S G6lISf LOC& DEPRESSION DETAIL FOR CB./55 LOCAL DEPRESSION DETAIL FOR ..8.&CA NTS NTS NTS NTS NTS NTS SEE SHEET NO. 21 SEE SHEET NO. 22 SEE SHEET NO. 22 SEE SHEET NO. 22 SEE SHEET NO. 29 SEE SHEET NO. 29 Se1,pP- S�,Lh�hP. 1S�''1�tie�'�1' ',SA eA� 011G1F� 13�',h'y+'Lp1�1 ti9',Lh�S915911G3\1`G1ti1F\' G 1� 4 nq "4 21' 6' 3 6 3' 6' 3' 3 6' T 3' 6' 3" �> �ya ZG 1G 1 P, tc�, ti01G P- �1G @. 11c G h°1G�• Sc c 01G Q. 1h9ti�19 p91G F\. 1 c �1,Lp 1S�a�`o 11F\' ,Q�SS�19 10�"�pph.'131pCP,�91h 1Qh,pbh,�t�ppgti6�pp'1.9p1\\F�p�1.16199P'1aS\�"� 1Q�'�"+h�:A1G�Q' h11S19'I•Q' 1�1C�c�1'o°1c9F1,GplG Q, 1S'lG��. S1.\G Q, �01'lphF1.1p�'1'Qp�h 1 1'��391� \3°1�h1� �0G1G1F� :A611\\f\" 14, f 14,- 1 1a�' 1 1aGh 1QG1" 1 1pG 1 1Q;ppS 1Q;ppS' \OA,pO� 1Q�;pp\.10.�.1pp1`�1p0L;pp\3 1pp;pplC� 1QO;p0'L 1 1'S�' 13\'�99 \3 j39� LOCCAL Q9RE53-%W OETAK FM CB157 d•CB157A LOCAL DEPRESSIOW ZIETA2 FOR CB."&C.B.f564 LOG9L DEPRESSION D47AIL FOR CB/59&C.8.46M LWAL DDDRZYS16YV DA7AK COR CB160 NTS NTS NTS NTS SEE SHEET NO. 25 SEE SHEET NO. 25 SEE SHEET NO. 28 SEE SHEET NO. 25 6S1GS�• 6h1G Q, 1G �qq(�,1,q;hF�1' 1 �1'9S9\'S� 9hS�cl cn. 1'S1p61A,�,ch 131 51596�p6�10e,F 1�1p'119F 1Qp11g1E\' 1"''0ti,",0ti9ti�1�1�61�j�ti1SS�1' '.'S9,'LS1� g6�hyF1. 21' 1c H. 1G P, eA1G P• 1c o4 1Y",'Y"' 1�1`� 19 1h 1'Q1, 1'�\"�ry �c2+' 191h�°�9 1"'1p�pG1 1�11"�1�h1 1�'1��3`��,�4A�,jp,P• TI"+ 3 6 3. 6 o m 3' 6' 6' 3' 6 3 I 13 3' _ G "� f N I=- ±U� 1h1S�1�� hyhl6�e• ah10� ah1°F�, �1°Q• �_N" hg11�,�Q �,1che, htilc�e, �sy�e, 4' 14 14' 1'Q11h1h 1h1hOglhdL1Iw LOCAL DEPRESS/ON DETAIL POP C.B/51 LOC.IL �EPRE55/ON OETA/L FOR C.B./62 LOZW L 9WISSYOV DETAIL FOR C.B.l63 LOCAL /ON DETAIL FOP C.B181 LOCAL DEPRESSION DETAIL FOP C.B.182 LOCAL &-AWS9W DETAK FOP CRL NTs NTS NTS NTs NTS NTS SEE SHEET NO. 29 SEE SHEET NO. 26 SEE SHEET NO. 29 SEE SHEET NO. 32 SEE SHEET NO. 32 SEE SHEET NO. 32 6' Zg, 0 3/�o 1c 1�'�51hP• \�\9 oG 1406.19 TC 405.36 L 140575�1406.25 TC / LOM DEPRESS/OV LIEM EM CB/$f NTS SEE SHEET NO. 31 3 E I P C-2021-0014 ERSC 6/30/22 MB BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HAKE BEEN REl9EWE0 FOR SEAL UNAUTHORIZED CHANGES: FROM THE INTERSECTION OF COMPLIANCE WITH THE APPROPRIATE CONDITIONS gpFESS/ CITY OF LAKE E LS I N O R E SHEET ✓� LAKESHORE DRNE AND DRYDEN OF DEVELOPMENT AND/OR C17Y AND STATE �P C+1U7/0N-7NE ENGINEER PREPARING THESE PLANS WILL NOT IE STREETo 40�E o COII: TOLL FREE �-,1410R AELi ENGINFERS RESPONSIBLE oR LueLE FOR unwunroRrzEo cNaucEs m n�ESE j LAWS, AND A PERMIT CAN BE ISSUED. s �2 PANS. ALL CHANGES TO 7NESE PL0S MUST BE APPRO✓ED Br 34 SOUTHEASMRLY NORTHE STERLY CIVIL ENG11EERs•PLANNERS*31WEYORS sn� pp m t880 COnrPTON AVENUE.SUITE 100*CORONA,CA.92881-3370.951-734-213C PREPARER OF THESE PLANS AND TILE C/IY ENGINEER. //1/1CT NO 35557 z TO THE CHISELED'SQUARE'IN 1—800 ¢ Ex�6�3 STREET IMPROVEMENT PLAN � THE TOP OF CURB AT BCR. 1 / * P3 * �1 TX/J-"_v(/" II — PREPARED BY* OF `PO 422-4133 }✓ ' 7E.•7/19/2022 IVI� s SCALE LOCAL DEPRESSION DETAILS SHEETS o BENCHMARK NO.C-95-33 ' q>L.OFcaUFOR� CIX. 2�2�2022 N N ELEV.= 1356.45 MSL 71Y0 WORKING DAYS BEFORE YOU DIG REMON HAB/B, R.C.E. No. 83156 C/TY ENGINEER VICTOR A. ELIA DATE FILE No. (1929 DATUM) DESIGNED BY: DRAWN BY: CHECKED BY: C/IY OF LAKE ELS/NORE 22-179 CONSTRUCT/ON NOTES: C/ T Y OF �%KZ- ZL S//V ORF AO FURNISH AND INSTALL STOP SIGN R7-1 35 E.A. AS INDICATED PER C17Y OF LAKE ELS/NORE STD. 406A OB APPLY THERMOPLASTIC 12"SOLID ST 35 E4. TERRA CINA TR% C T J6557 STRIPE PER CITY OF LAKE ELSINORE STD. 470 51 � AND //11 �C FURNISH AND INSTALL "NO OUTLET"SIGN 3 SIGNING / 1/ V D S TRIPING PL A/ V S ��' NrCH&S as W74-2 PER CALTRANS STO � � O APPLY THERMOPLASTIC STOP LEGEND 35 EA. PpG 5t PER CITY OF LAKE ELSINORE STD. 410 R e QRRG OE FURNISH AND INSTALL 'SPEED LIMIT"SIGN 6 EA. y PROJECT o R2-1(25)PER MUTCD 517E �F FURNISH AND INSTALL STREET NAME PER 24 EA_ 57- uNrA/N tER� CITY OF LAKE ELSINORE STD. 400 pP�E OG FURNISH AND INSTALL STREET ENO S/GN PER 1 EA. -- CITY OF LAKE ELSINORE STD. 413A -- --- -- _ Q GUNNE/ESON R Z T 0 1 1 PF 1 II ,, q LEGENDS AND ARRREVIATIONS.• INDEX MAP LEGEND: 1 VICINITY MAP � ` SCALE' 7"=2000' T PROPOSED SIGN EXISTING/FUTURE SIGN O INDICATES SHEET NUMBER 1 SIGNING AND STRIPING NOTES.• TRACT BOUNDARY 1 / INDICATES SHEET BOUNDARY _y 36 ✓ /. TRAFFIC STRIPES,PAVEMENT MARK/NOS,AMP SIGNS SHALL BE REFLECTOR/ZED ANO/N STAND,IRO S/ZES.STRIP/NO CENTERLINE STRIPING AND MARKING DETAILS SHALL MATCH CACTRANS STAMCRAD PLANS STENCILS FOR PAVEMENT MARK/NG SHALL MATCH EA EACH 1 C41MNS STANDARD PLANS L.F L/NEAR FEET / II 2.REMOVE CONFLICTING STR/PES,PAVEMENT MARKINGS,AND R41SED PAVEMENT MARKERS/N ACCORDANCE W/TH THE PLANS AND AS APPROVED BY THE LAKE ELS/NORE C17Y ENGINEER WORD OR SYMBOL PAVEMENT MARK/NGS SHALL BE RIW RIGHT OF WAY 1 REMOVED BY WET SANDBLASTING OR GRINDING A RECTANGULAR AREA OBLITERATING THE WHOLE MARK/NG EXIST. EXISTING -J J ALL CROSSWALKS SHALL HAVE 10 FEET SPACING/N BETWEEN THE 12 INCH WHITE OR YELLOW STRIPES - — 4.ALL DOUBLE YELLOW STRIPES SHALL HAVE A 3 INCH PAINTED BLACK LINE SEPARATING THE YELLOW 5777/PES PROP. PROPOSED 5.ALL STRIPING. PAVEMENT MARK/NGS AND PAVEMENT LEGENDS SHALL BE 7HERMOPLAS7XC. 7HERMOPLAS70 SHALL EP EDGE OF PAVEMENT ''00 Y^,�" 1 CONSIST OF 3M REFCECTNE ELEMENTS SERIES 50(OR APPROVED EOUAL)AND SHALL ALLOW FOR BOTH WET AND DRY �/ /�J , REFZECT/V/TY 7HERMOPLASTC STRIPING SHALL BE APPLIED PER MANUFACTURER'S RECOMMEN04T/ONS ' 6.APPLY PAVEMENT MARK/NGS INCLUO/NO CROSSWALKS,LIMIT LINES TURN ARROW LEGEND. AND STOP BARS USING THERMOPLASTIC MATERIAL. 00 7/F PAINTED STRIPING/S ALLOWED PER PLANS, PAINTED 7RA-77C STRIPES AND PAVEMENT MARKINGS SHALL BE 'I APPL/EOED/N TWO C047S AND SR CC BE LEAO-FREE WATER-BORN PAINT THE SECOND COAT OF PAINT SHALL BE APPL/ W17H/N 7 TO 14 DAYS AFTER THE FIRST COAT ✓'9 �'\ B. PROVIDE RA/SED PAVEMENT MARKERS(RPMS)W/TH/N SEVEN WORKING DAYS OF ROADWAY 57RIPING OR AFTER 77,E SECOND C04T OF PAINT HAS BEEN APPLIED. EXIS77NG RPMS W/7H/N THE PRaIECT AREA SHALL BE REPLACED/N K/ND LA OR REMOVED/N ACCORDANCE W17H THE PLANS, OR AS APPROVED BY THE LAKE ELSINORE C17Y ENGINEER. 9. PROVIDE BLUE RETROREFZECTIPF RAISED PAVEMENT MARKERS(RPMS)ON PRIVATE S7R=,,PUBLIC STREETS,AND DRIVEWAYS TO/NDIC 47E LOCAT/ON OF FIRE HYDRANTS PLACEMENT OF MARKERS SHALL COMPLY WITH C17Y OF LAKE ELSINORE STANDARD PLAN 422 AND THE CAL/FORN/A MANU4L ON UN/FORM TRAFFIC CONTROL DEWCE FIGURE JB-102(CA). OBTAIN APPROVAL OF MARKER PLACEMENT BY 7HE RIVERS/OE COUNTY F/RE DEPARTMENT PR/OR TO INSTALL070N. /0 SOUARE PERFORATED STEEL TUBE POSTS W17H TWO PIECE ANCHOR AND SLEEVE, 'TELESPAR; PER COY OF LAKE R ECS/NORE STANDARD PLAN 406 SHALL BE USED FOR ALL TRAFFIC CONTROL AND INFORWAACAML SIGNS WITHIN THE 38 / ROAD R/CHT--OF-WAY. 11. THE BOTTOM OF THE TRAFFIC SIGN SHALL BE A MIN/MUM OF 7 FEET ABOVE THE F/N/SHED SURFACE 12 SIGNS LARGER THAN 48 INCHES OR LOCATIONS WHERE SIOEWACKS ARE LESS 7HAN 5 FEET WOE,SIGN PCS75 SHALL BE INSTALLED BEHIND THE SIDEWALK 1J THE EXACT LOC477ON OF SIGNS SHALL SE APPROVED IN THE R&O BY THE LAKE ELS/NORE COY ENGINEER 14. REMOVE SIGNS AND/OR REZOCA7E/N ACCORDANCE WITH THE PLANS AND AS APPROVED BY THE LAKE ELSINORE C17Y ENGINEER. THE DEVELOPER/CONTRACTOR SHALL DELIVER REMOVED SIGNS 70 A DESIGNATED LIKE ELSINORE C17Y w YARD OR A LOCATION AS APPROVED BY 7HE LAKE FZ51NORE C17Y ENGINEER. 15. LAYOUT(CAT-TRACK)THE PROPOSED STRIPING AND MARKINGS IN ACCORDANCE W17H 7HE PLANS WITHIN THREE WORK/NO 04YS OF RNAC PAWNG CONTACT CITY OF LAKE ELSAORE ENGINEERING DEPARTMENT AT(951)674-JI24 TO OBTAIN APPROVAL OF LAYOUT PR/OR TO ACTUAL INSTALLATION. \ / 16. CONTRACTOR SHALL MAINTAIN TEMPORARY TRAFFIC STRIPING TABS UNTIL PERMANENT STRIP/NG/S INSTALLED. ; ` \ TEMPORARY M,177C TABS SHALL NOT REMAIN ON THE PAVEMENT FOR MORE THAN 10 04)5 17 COORD/N47E ALL SIGNING AND STRIPING WORKS THROUGH THE C17Y ENGINEER PR/OR TO OPEN/NO NEW R040WAY5 `� AND EXISTING R04DWAYS TO NEW SIGNING AND STRIPING 18. ALL ARTERIAL STREETS SHALL BE POSTED WITH NO PARKING ENTIRE BLOCK SIGNS AND WHERE APPLICABLE, `\ / R26(5)(04)SIGNS LOC477ON OF SIGNS SHALL BE APPROV29 BY THE C17Y OF LAKE ELSINORE PUBLIC WORKS DEPARTMENT sme 1 / \ 19. EVERY ATTEMPT SHOULD BE MADE D INSTALL STREET SIGNS LIGHT STREET LIGHT hOLLL74RO5 AS CORDONED WITH THE � C17Y OF LAKE ELS/NODE.SIGNS INSTALLED ON MARBEL/TE STREET LIGHT STANDARDS SHALL BE/N ACCORDANCE W/TH C17Y OF LAKE EZS/NORE STANDARD 405 1 20. SIGNS SHALL BE/N SO SIZES UNLESS NOTED OTHERWISE.ALL SIGN FACE REFLECT/IE SHEETING 5/fALL G NTH P BE HIGH INTENSITY GRADE WITH R07EL'771E OVERLAY f7LM. 21. STREET NAME SIGN SHALL CONFORM TO C17Y OF LAKE ELSINORE STANDARD PLAN NO. 400. INDEX MAP A Rl-7 1 1 SCALE 7"=200' eaxnavc upn _ 39 -: SPEED zoo' D zoo' aoo' aoo M T E R2-7 25 E RSC 22 M 6 30 6 25 / / SCALE/N FEET EIPC-2021-0014 BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL UNAUTHORIZED CHANGES: CITY OF LAKE ELSINORE FROM THE INTERSECTION OF < COMPLIANCE WITH THE APPROPRIATE'CONDITIONS QpOFESS/O SHEET LAKESHORE DRIVE AND DRYDEN OF DEVELOPMENT AND OR CITY AND STATE O 'Y9 CAUTION- THE ENGINEER PREPARING THESE PLANS WILL NOT BE ^ (&422-4133 all: TOLL FREE / �� ttl A.e/ �F ffffVENG/NEEDS RESPONSIBLE OR LIAM FOR U'V4UTHOR/ZED CHANGES TO THESE o STREET 40 FEET LAWS, ANO A PERM/T CAN BE ISSUED. ti 9 y PLANS ALL CHANGES TO THESE PLANS MUST BE APPROVED BY 35 SOUTHEASTERLY NORTHEASTERLY y " CNIL ENGNEERS.ICI-EIS.SURVEYOR$ N N0.64803 m 188o COMaroly AVENUE,SU I7E 100.COROIVA,CA.62881-J3)O.951-734-2130 PREPARER OF THESE PLANS AND THE C17Y ENGINEER. MCT NO -T6557 z TO THE CHISELED"SQUARE"IN1—800 * Ea 6/3) 3 * PREPARED eY. STREET IMPROVEMENT PLAN of 4O THE TOP OF CURB AT BCR. -,( I Cla7j}(/ DATE. 7/19/2022 Q SCALE N `v BENCHMARK NO.C-95-33 2 `�qlf CIVIV ORS\ `_r_ C 21212022 TITLE SHEET AND INDEX MAP SHEETS O TWO WORKING DAYS BEFORE YOU DIG REMON HAB/B, R.C.E. No. 63156 CITY ENGINEER OF CALIF A. ELIA'�. ELEv. - t3ss.as MSL VICTOR A. ELIA DATE FILE No. � (1929 DATUM) DESIGNED BY: DRAWN BY: CHECKED BY: CITY OF LAKE ELS/MORE 22-180 CONSTRUCT/ON NOTES.• AO FURNISH AND INSTALL STOP SIGN Rl-1 AS INDICATED PER C17Y OF LAKE ELSINORE STD. 4054 AWE OB APPLY THERMOPLASTIC 12"SOLID WHITE l ----"— ----- STRIPE PER C17Y OF LAKE ELSINORE STD. 410 I F OC FURNISH AND INSTALL "NO OUTLET"SIGN B D W14-2 PER 6AL7RANS STD A O APPLY THERMOPLAS7C STOP LEGEND PER C17Y OF LAKE ELSINORE STR 410 I � B D / OE FURNISH AND INSTALL "SPEED LIMIT'SIGN I A R2-1(25)PER MUTCD FURNISH AND INSTALL SEET - -- - - - - - O C17Y OF LAKE ELSINORE rnSTD. 400 IM&E PER 1 _ ' F 1 � I I � I I F / B D � A I _ A i 1 F ♦ � / F � B D I 1 / SPEED LIMIT ER2-125 I � W 25 I Q - F II / 1 _ I A` B D F A 1 B D F A _ E A A A F `�Cy�r B D 1 i i 80' O 80' 160' 240' E RSC 6/30/2 2 M 6 SCALE IN FEET EIPC 2021-0014 BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS H4l4E BEEN RENEWED FOR SEAL UNAUTHORIZED CHANGES: CITY O F LAKE E LS I N O R E FROM THE INTERSECTION OF COMPLIANCE WITH THE APPROPRIATE COND/T/ONS goFESS/ SHEET N W(ESHORE DRIVE AND DRYDEN OF DEVELOPMENT AND/OR C17Y AND STATE t�OQ CAUTION-7NE ENGINEER PREPARING 7HESE PLANS W/LL NOT BE A o STREET 40 FEET o Call: TOLL FREE LAWS, AND APERM/T CAN BE ISSUED. ti�a`6��A��s �" ffovpENGINEERS f�ACE��ETHESE P�QED 4 7 THESE UST HE APPROMSDY 36 SOUTHEASTERLY NORTHEASTERLY z CIVIL ENGINEERS-1000 PLANNERS•suRveroRs N W No THE n 880 COMPTON A ENUE,SUIT 100 CORONA,CA.92881-33700 951-]34-2130 PREPARER OF THESE PLANS ANO THE C17Y ENGINEER. TR/)CT NO. 36557 z TO THE CHISELED"SQUARE"IN 1—800 EXD.6I30I23 STREET IMPROVEMENT PLAN N THE TOP OF CURB AT BCR. 422-4133 * * PREPARED BY. OF 40 —'�,�� qx— }�Q47E• 7/19/2022 ,s?qT cro1 R��p 21212022 SCALE SIGNING AND STRIPING SHEETS p m BENCHMARK NO.C-95-33 F f pf �0 L/�- c� ELEV. - 1356.45 MSL 71Y0 WORKING DAYS BEFORE YOU DIG R MON HAB/B, R.C.E. Na. 83158 C/TY ENGINEER VICTOR A.`ELIA DATE FILE No. (1929 DATUM) DESIGNED BY: DRAWN BY: CHECKED BY: CITY OF LAKE ELS/NORE 22-181 CONSTRUCT/ON NOTES- AO FURNISH AND INSTALL STOP SIGN RI-1 AS INDICATED PER C17Y OF LAKE ELS/NORE STD. 4064 OB APPLY THERMOPLASTIC 12"SOLID WHITE STRIPE PER C17Y OF LAKE ELSINORE STD. 410 OC FURNISH AND INSTALL 'NO OUTLET"SIGN As'.. W14-2 PER CALTRANS STD APPLY THERMOPLASTIC STOP LEGEND PER C17Y OF LAKE ELSINORE STD. 410 B D OE FURNISH AND INSTALL "SPEED UA/IT"SIGN _ _ R2-1(25)PER MUTCD F OF FURNISH AND INSTALL STREET NAME PER i C17Y OF LAKE ELSINORE STD. 400 A 1 B O E I 1 4A A %% \% F ` � 9 / F i A ' GG ' i'/ -- --- C W14-2 SPEED A / LIMIT i 4 � 25 E R2-1 25 / e \ F , / / \ A B D � E / F x \ ` F ® \ B D A O A - ' / B D IX.STREET NAME SIGN P.I.P. a / / / 80' 0 80' 160' 240' ERSC6/30/22 MB S[✓1LE/N FEET E I PC-2021-0014 BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HAI4E BEEN RENEWED FOR SEAL UNAUTHORIZED CHANGES: CITY O F LAKE ELSINORE FROM THE INTERSECTION OF COMPLIANCE WITH THE APPROPRIATE CONDITIONS goFESS/ SHEET N W(ESHORE DRIVE AND DRYDEN OF DEI�ELOPMENT ANO/OR C/7Y ANO STATE t�OQ CAUTION-THE ENGINFER PREPARING THESE PLANS W/CC NOT BE A o STREET 4o FEET o Call: TOLL FREE LAWS, AND A PERMIT CAN BE ISSUED. ti`3 a`6��A��s �" ffovpENGINFERS LA NS ALE OR MAVfS THESE P�z�E16T� >Wo THE 3 7 U SOUTHEASTERLY NORTHEASTERLY z CIVIL ENGINEERS-PLANNERS•SURVEYORS W No.64803 n 1880 COMPTON AVENUE,SUITE 100•CORONA,CA.92881-3370.951-734-2130 PREPARER OF THESE PLANS AND THE CRY ENGINEER. TRACT NO 36557 z TO THE CHISELED"SQUARE"IN 1-800 Ex.6 STREET IMPROVEMENT PLAN N THE TOP OF CURB AT BCR. I P �3 a 422-4133 * * PREPARED SY.• OF 40 �f(�DA7F- 7/19/2022 �qT CIVI R�`p 21212022 SCALE SIGNING AND STRIPING SHEETS p BENCHMARK NO.C-95-33 f OF CFO L/�- c� ELEV. - 1356.45 MSL 71Y0 WORKING DAYS BEFORE YOU DIG REMON HAB/B, R.C.E. No. 8JI56 CITY ENGINFER VICTOR A.`ELIA DATE FILE No. (1929 DATUM) DESIGNED BY: DRAWN BY: CHECKED BY: CITY OF LAKE ELS/NORE 22-182 CONSTRUCT/ON NOTES.• AO FURNISH AND INSTALL STOP SIGN R7-1 AS INDICATED PER C17Y OF LAKE ELS/NORE STD. 4064 OB APPLY THERMOPLASTIC 12"SOLID WHITE STRIPE PER C/TY OF LAKE ELSINORE STD. 410 OC FURNISH AND INSTALL "NO OUTLET"SIGN W14-2 PER CALTRANS STD OAPPLY THERMOPLASTIC STOP LEGEND PER C/TY OF LAKE ELS/NORE STD. 410 OE FURNISH AND INSTALL "SPEED LIAfIT"SIGN R2-1(25)PER MUTCD OF FURNISH AND INSTALL STREET NAME PER CITY OF LAKE ELSINORE STD. 400 OG FURNISH AND INSTALL STREET END SIGN PER CITY OF LAKE ELSINORE STD. 4134 0 A /. B D C F A A F <> F � MOM CT _ C B D COMMUNITY PARK SPEED LIMITA`` i B D B D A \ �\ 1 \ 1 \., \ A B D B D G F A A F EZ] i s 80' 0 80' 160' 240' ERSC6/30/22 MB SCALE/N FEET E I PC-2021-0014 BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HAI4E BEEN RENEWED FOR SEAL UNAUTHORIZED CHANGES: CITY O F LAKE E LS I N O R E FROM THE INTERSECTION OF COMPLIANCE WITH THE APPROPRIATE CONDITIONS goFESS/ SHEET N W(ESHORE DRIVE AND DRYDEN OF DEI�ELOPMENT AND/OR CITY ANO STATE t�OQ CAUTION—7HE ENGINEER PREPARING 7HESE PLANS W/LL NOT BE A o STREET 4o FEET o Call: TOLL FREE LAWS, AND A PERMIT CAN BE ISSUED. ti`3 a`6��A��s �" ffffVpENGINFERS LA NS ALE CM��E70 m�P�z�EUST P>�o RY 3 8 SOUTHEASTERLY NORTHEASTERLY z CIVIL ENGINEERS*PLANNERS•SIRVEYO 1 N W No.64803 n 1880 COMPTON AVENUE,SUITE 100•CORONA,CA.92881-3310.951-134-2130 ,REPARfR OF 7HESE PLANS ANO THE C/7Y EHG/NEER. TRACT NO. 36557 z TO THE CHISELED"SQUARE"IN 1—800 Exp.6/30A3 STREET IMPROVEMENT PLAN N THE TOP OF CURB AT BCR. 422-4133 �i� . y�� ) * * PREPARED BY. OF 40 ')`�ij/(/i �1 stJO DATE• 7/19/2022 SCALE N BENCHMARK NO.C-95-33 `�,qTF CIVI R�\p 21212022 SIGNING AND STRIPING SHEETS c� ELEV. - 1356.45 MSL 71Y0 WORKING DAYS BEFORE YOU DIG EMOR N HAB/B, R.C.E. Na. 83156 CITY ENGINFER OFF VICTOR IN,A.`ELIA DATE FILE No. (1929 DATUM) DESIGNED BY: DRAWN BY: CHECKED BY: CITY OF LAKE ELS/NORE 22-183 CONSTRUCT/ON NOTES: AO FURNISH AND INSTALL STOP SIGN R1-1 AS INDICATED PER CITY OF LAKE ELSINORE S7D. 4064 OB APPLY 7HERMOPL4SAC 12"SOLID WHITE STRIPE PER C17Y OF LAKE ELSINORE STD. 410 OC FURNISH AND INSTALL "NO OUTLET"SIGN W14-2 PER C&TRANS STD O APPLY 7HER0OPL4S77C STOP LEGEND PER C17Y OF LAKE ELSINORE STD. 410 I OE FURNISH AND INSTALL "SPEED LIMIT"SIGN R2-1(25)PER MUTCD OF FURNISH AND INSTALL STREET NAME PER C17Y OF LAKE ELSINORE STD. 400 i i ' E A F � 11 C i ice/ �i A / � C F -- --- C 01 SPEED LIMIT A B D \B 25 25 / , �p � A / o EZ] 1 , 3 80' 0 80' 160' 240' ERSC6/30/22 MB SCALE IN FEET E I PC-2021-0014 BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HAKE BEEN RENEWED FOR SEAL UNAUTHORIZED CHANGES: CITY OF LAKE ELSINORE FROM THE INTERSECTION OF COMPLIANCE WITH THE APPROPRIATE CONDITIONS goFESS/ SHEET N W(ESHORE DRIVE AND DRYDEN OF DEVELOPMENT AND/OR C17Y AND STATE t�OQ CAUTION-7NE ENGINEER PREPARING 7HESE PUNS W/LL NOT BE A o aD�� (&422-4133 all: TOLL FREE LAWS, AND A PERMIT CAN BE ISSUED. ti`3 a`6��A��s �" ANVOENGINFERS LA NS ALE CMAV fETHESE P�z�EUST PR kEo THESE 39 SOUTHEASTERLY NORTHEASTERLY z CIVIL ENGINEERS*PLANNERS•SURVEYORS N 8 No.64803 n 880 COMP TON AVENUE,SUITE 100•CORONA,CA.92881-3310.951-]34-2130 PREPARER OF THESE PLANS ANO THE C/7Y ENGINEER. TRACT NO 36557 z TO THE CHISELED"SQUARE"IN1-800 w EX.6 STREET/MPROITEMENT PLAN N THE TOP OF CURB AT BCR. P �3 a * * PREPARED BY. OF 40 �� DATE.• 7/19/2022 SCALE N K NO.C-98-33 �'✓TF CAVI R�\p 2/2/2�22 SIGNING AND STRIPING SHEETS BENCHMARK c� ELEV. M 1356.45 TWO WORKING DAYS BEFORE YOU DIG R MON HAB/B, R.C.E. No. 8JI56 CITY ENGINFER OF F VICTOR A.`ELIA DATE FILE No. (1929 DATUM) DESIGNED BY: DRAWN BY: CHECKED BY: CITY OF LAKE ELS/NORE 22-184 DR/VEWA Y CENTERL/NE STA TONS BY L OT NUMBER LOT IF DRIVEWAY DRIVEWAY LOT (E'DRIVEWAY DRI✓EW.4Y LOT f DRIVEWAY DRIVEWAY LOT f DRIVEWAY DRIVEWAY LOT IF DRIVEWAY DRIVEWAY LOT IF DRIVEWAY DRIVEWAY LOT DRIVEWAY DRIVEWAY LOT DRIVEWAY DRIVEWAY z STATION WIDTH z STATION WIDTH ' STATION WIDTH �4 STATION WIDTH z STATION WIDTH z STA77ON WIDTH z STA77ON WIDTH i STATION W/OTH 001 1*8760 16' 057 111-39.56 16' 113 13f2551 16' 169 25*6332 16' 225 261-4293 16' 281 6*5528 16' 337 13-t66.56 16' 393 9t58.28 16' 002 3i-5675 16' 058 11*24.67 16' 114 73i-9393 16' 170 26*42.95 16' 226 26-01.91 16' 282 7i0758 16' 338 73i-3547 16' 394 9*28.33 16' 003 4*2635 16' 059 11*0544 16' 115 14A7304 16' 171 26*84.60 16' 227 25A62.83 16' 283 7*71.68 16' 339 12*74.99 16' 395 8+62.00 16' 004 4A8820 76' 060 10-A 18.75 16' 116 15*10.71 16' 172 27*2954 16' 228 24A99..52 16' 284 8*4734 16' 340 12f4342 16' 396 8+3353 16' 005 5A3676 16' 051 949713 76' 117 1547579 16' 173 27-1-59.63 16' 229 24t6373 76' 285 9t 14.19 16' 341 11f8211 16 397 7+77.71 16' 006 5A59.70 16' 062 8-86.99 16' 118 16f0518 16' 174 27f 75.00 16' 230 23f9661 16' 286 9-68.23 16' 342 111-51.72 16' 398 7*49.26 16' 007 5179.01 16' 063 8+5324 16' 719 16+5599 16' 175 27+9708 76' 231 23+61.90 16' 287 10f 19,97 16' 343 10*85 19 16' 399 6*89.93 16' 008 6*25.75 16' 064 7+7646 16' 120 17,L 15.78 16' 176 2514387 16' 232 22*9555 16' 288 10*7344 16' -744 10*54.57 16' 400 6*57.75 16' 009 6*96.29 16' 065 7A42.12 16' 127 17A64.58 16' 177 25*9783 16' 233 22*53.15 16' 289 11 f3263 16' 345 9*98.70 16' 401 6*12.56 16' 010 7*60.99 16' 066 6-1-62.99 16' 122 18i-15.58 16' 178 26*4572 16' 234 22*04.99 16' 290 12*11.40 16' 346 9432.51 16' 071 - 16' 067 6*2357 16' 123 19*64.59 16' 179 26*94.66 76' 255 21-A7271 76' 291 12*40.09 16' 347 9-A04.25 16' 012 8,L66.96 16' 068 5*4729 16' 124 19*14.45 16' 180 27*29.59 16' 236 21*14.20 76' 292 11-A76.07 16' 348 8+4581 16' 013 9-A34.18 16' 069 5420.49 16' 125 19478.10 16' 191 2949751 16' 237 20+8313 16' 293 11-A19..67 16' 349 9117.64 16' 014 10-A38.04 16' 070 4,,51.99 16' 126 20-A29.07 16' 182 29-A4507 16' 238 20- 1749 16' 294 10-A69.17 16' 950 7*60.46 16' 015 1,195.17 16' 071 4A20.71 16' 127 20-A9270 16' 183 30-A 17.04 16' 239 19492.50 16' 295 10419.74 16' 351 7d-31.09 16' 016 2+3213 16' 072 4f2226 16' 128 21f 19.28 16' 184 30*9552 16' 240 19-140.80 16' 296 8+61.68 16' 352 6iJ2.29 16' 017 J*1233 16' 073 4-1-5571 16' 129 21-A8398 16' 185 31A3884 16' 241 19*1358 16' 297 8*21.81 16' 353 6*41.36 16' 018 J*76.22 16' 074 5*52.29 16' 130 22*14.10 16' 186 32*622.60 16' 242 18*96.99 16' 298 7*84.88 16' 354 5482.73 16' 019 4A 10.24 16' 075 5*90.71 16' 131 22*84.72 16' 187 32*57.90 16' 243 18t32.22 76' 299 7*4650 16' 355 5A5386 16' 020 4A51.70 16' 076 6-1-6296 76' 132 23-1-72.57 16' 188 33t04.19 16' 244 17-h 76.73 16' 300 7i0656 16' 356 4f97.25 16' 021 4-h49..15 16' 077 6*93.60 16' 133 23f 79..51 16' 189 33i-38.92 16' 245 17-f4366 16' 301 6*61.60 16' 357 4f51.50 16' 022 2177.32 16' 078 7+70.93 16' 134 24+11.37 16' 190 33+8643 76' 245 79+67.50 /6' 302 6115.60 16' 358 41-04.55 16' 023 1,199.92 16' 079 81L0610 16' 735 24A8711 16' 197 34A09.07 16' 247 2041590 16' 303 5,195.52 16' 959 J*5897 16' 024 1*23.44 16' 080 8-A80.38 16' 736 251-19.82 16' 192 34-A30.55 16' 248 20*50.45 16' 304 5-A29.34 16' 360 3-P 11.75 16' 025 0*89.23 16' 091 9-A 14.34 16' 137 26*20.81 16' 193 94-A7380 16' 249 21*4330 16' 305 5-A01.74 16' 361 2*66.19 16' 026 1*,90.49 16' 082 9*85.21 16' 138 26*71.15 16' 194 95+31.84 16' 250 21*95.64 16' 306 4*42.09 16' 362 242033 16' 027 1-A3228 16' 083 10*1386 16' 139 24*04.79 16' 195 35*92.50 16' 251 22*79..13 16' 307 3-A94.59 16' 363 1-86.53 16' 028 8-A3276 16' 084 10*6501 76' 140 23-1-76.44 16' 196 36*34.17 16' 252 23-A2352 16' 308 3-A49.67 16' 364 4+76.42 16' 029 7*89.06 16' 085 9419.77 16' 141 22-1-9374 16' 197 37-1-0303 16' 253 23-A90.92 16' 309 3-A03.71 16' 965 4145.46 16' 030 7f 19.23 16' 086 8+51.44 16' 142 22+61.79 16' 198 37A3677 76' 254 24+24.97 16' 310 2158.71 16' 966 3-A8204 16' 031 6f2266 16' 087 7494.30 16' 143 21+91.79 16' 199 38+50.04 16' 255 24A89.82 16' 3/1 242793 16' 367 3-A4739 16' 032 5*85.73 16' 088 7A47.71 16' 744 21-1-59.48 16' 200 38-A84.69 16' 256 25A24.28 16' 372 1-A82.60 16' 369 2*8316 16' 033 5A 19.57 76' 089 7A 16.08 16' 145 20-1-59.70 16' 201 39*29.09 16' 257 25*89.80 16' 313 1-A72.11 16' 369 2*4785 16' 034 4i-88 75 76' 090 2*43 49 16' 146 20*19.75 16' 202 39*8826 16' 258 26*29.49 76' 314 2+0339 16' 370 1*79.55 16' 035 4A29.37 16' 091 2*77.61 16' 147 19*29.25 16' 203 40*29.56 16' 259 33-A56.95 16' 315 2*4891 16' 371 1-A44.42 16' 036 3*62.40 16' 092 3-A40.22 76' 748 18*9386 16' 204 47-A56.14 16' 260 33-1-0628 16' 316 2*9824 16' 372 1,100.27 16' 037 J*01.89 16' 093 3*40.62 16' 149 18-1-4386 16' 205 41*95.34 16' 261 32-A58.37 16' 317 J*44.96 16' 973 0-1-75.15 16' 038 1180.47 16' 094 2+9651 16' 150 2f99.86 16' 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335 13f 7380 16' 391 9*J2.96 15' 056 11 f50.35 16' 112 12-1-9685 16' 768 25-1-21.56 16' 224 37*9540 16' 280 6d-11.14 16' 336 13f44.19 16' 392 - 16' 3 E I PC-2021-0014 ERSC 6/30/22 MB BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HA✓E BEEN RE✓/EWED FOR SEALUNAUTHORIZED CHANGES: FROM THE INTERSECTION OF COMPLIANCE WITH THE APPROPRIATE COND177ONS goFESS/ CITY O F LAKE E LS I N O R E SHEET P CAU770N-7HE ENGINEER PREPARING THESE PLANS WILL NOT HE ✓ STRESHORE DRIVE AND DRYDEN OF DE✓ELOPMENT ANO/OR C/TY AND STATE S Call: TOLL FREE c�a^�i, �� ffffVpij--m=NmE7%s RESPONSIBLE OR C[AB(E FOR UN4U7HOR/ZE7J CH4NCE5 70 THESE g SO+�T ST�T o LABS AND APERM/T CAN BE ISSUED. ~� ,\ ' Z gg0 COMP ON AVENUE,SURE tRSO PI.ON0.CA.SUTNE33)0�951-)34-2i30 PLANS ALL CAMAGES 70 THESE PLANS MUST 8E APPRO✓ED SY ACT NO. 36557 40 SOUTHEASTERLY NORTHEASTERLY y CIVIL ENcwEE00*PLANNERS•suRVEroRs �+ TO THE CHISELED-SQUARE"IN 1-800 w Nu.64803 PREPARER OF THESE PUNS AND IHE C/7Y ENGINFER. STREET IMPROVEMENT PLAN N THE TOP OF CURB AT BCR. z '6/30/23 z 422-4133 �fZ . 1 / }I - * * PREPARED BY. OF 40 - AJO ✓ _DATE' 7/19/2022 0.> C1V1� �p p 21212022 SCALE DRIVEWAY CENTERLINE TABLE SHEETS p BENCHMARK NO.C-95-33SARIS �OFCAU�� `�2- N ELEV.- 1356.45 MSL TWO WORKING DAYS BEFORE YOU DIG RR MOC.E. No. 83156 C/7Y ENGINFER VICTOR A. ELIA DATE FILE No. (1929 DATUM) DESIGNED BY: DRAWN BY: CHECKED BY: CITY OF LAKE ELS/NORE 22-185