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HomeMy WebLinkAboutDexter Village_TTM Package_ReductionIt ' 100 0 200 400 600 PROPO tSED LQT,-L INE ,�O,M W PARCEL 1 PROPOSED NS1 T E PARCEL 2 40 -44 IT i At At DATE PREPARED: OCTOBER 31'2024 EX. TRANSMISSION POLE (NO.4765325E) TO BE PROTECTED IN PLACE LL O LINE OF SIGHT _L 1o>- I In -i o� 0u D i 41D X. TRANSMISSION POLE (NO. 4765326E)-_ BE PROTECTED IN PLACE �r 0< Q< 2: QLilu I ILLI z iZ D- I EX. TRANSMISSION POLE (NO.4765327E) TO BE PROTECTED IN PLACE LINE OF SIGHT EX. 8" DW (EVMWD)~ EX. 84' SD I � (RCFCD) 00 ?Z EX. GAS(THE GAS 0U COMPANY) EX. 15" SS (EVMWD)� EX. 24" DW i1N OL (EVMWD)� OL � I EX. TRANSMISSION POLE (NO.4765328E) TO BE PROTECTED IN PLACE m< O I.c( 0� ML.0 10 1 EX. FRONTIER MH -r TTO BE RELOCATED BY OTHERS �N EX. TRANSMISSION POLE (N0.4765330E) 7-7- TO BE PROTECTED IN PLACE o_ < EX.CHARTER PED.} TO BE RELOCATED BY OTHERS EX. PP (NO.4668635E) AN COMM.DOWN RISER TO BE RELOCATED UNDERGROUND BY OTHERS EX. RISER POLE (NO.45870936E) LOOT 41 1N BI OCK 1I OF NORTH ELSllyOPy;� TRACT AP1�1:377-090-003 LAND USE:VACANT ro n 'ULL ACCESS DWY PR. RETAIN G WALL �(H=4' MAX) �� N"c i m ■ �i .I ■ e'I I a 660'1��Ii� V� 1I I 7 11.ISI. I I I I I B[Vf " N PI ," l m� . Mi muff }h IC■ 21 ■ Ing L OT 3 1-0-F IN BLOCK 1 I OF RTH IN BLOCK I 1 OF IINORT�_ ELSINORE - ACT E7 S1I1NORE TRACT APN:37 - 90-008 API\l:3--090-012 �1D SE:vACANf LAND US&VACANT TRACT BOUNDARY -- ----- --- WALL BAsIN FO PR. RETAINING WALL � - (H=2I9 MAX) �- --- II (H=8.1' MAX) _ OFFSITE II FLOWS -� 10• u=,10.10";] c] III L LOT LINE I o 0 ro ss-� ss s - Is - KI ss- 111If��I�kIWI�II,�I�I�I1611II�IM.�I�I��l�l�l�ll�l�l�1�'�I��I�I��Ibt. ) h■ E�1 �° I � I I IVIVI901W-'1 BLDG. 8 SOUTHERN CALIFORNIA EDISON EASEMENT(TO REMAIN IN PLACE)- I 19 LJ I I _ €ASEMI BE�QUI CLAIMED) Y BIORETENTION/DETENTION I\ BASIN NO. 1 -_ m I 'I --- �- SS� Sc SS77 SS EX.GP EX. 8" DW (NO.4058947E) - _ (EV WD - - - AFN:377-0139 -0_ SHEET INDEX LAND USE:VACA1\1 ZONE+C2 DESCRIPTION SHEET N0. GENREAL LOCATION MAP 1 SITE MAP 2-3 TENTATIVE PARCEL MAP 4-5 PRELIMINARY GRADING PLAN 6-8 CONCEPTUAL ONSITE UTILITIES 9-10 CONCEPTUAL OFFSITE UTILITIES 11-13 MAINTENANCE EXHIBIT 14 PHASING PLAN EXHIBIT 15 NLm NJ EXISTING TMS�� CNN r7 y�R N� Q1ERG� SITE AREA J RLRD CNY -s" Gp9�O T;, VICINITY MAP CURRENT LAND USE: COMMERCIAL MIXED USE CURRENT USE: VACANT APN f 377-090-013, 377-090-037 PHONE. (951) 280-3304 377-090-039, 377-090-040 ZONING DESIGNATION: COMMERCIAL MIXED USE LOT 5 ACREAGE: 4.99 AC(GROSS) 4.24 AC(NET) LOT 6 ACREAGE: 7.50 AC(GROSS) 7.12 AC(NET) LOT 7 ACREAGE: 6.25 AC(GROSS) 5.93 AC(NET) LOT 8 ACREAGE: 6.64 AC(GROSS) 5.64 AC(NET) PROPOSED URBAN ARENA PARCEL 2 ACREAGE: NET ACREAGE: 23.05 AC EV PHONE. (951) 280-3304 GROSS ACREAGE: 22.35 AC LINE OF SIGHT �/T C.p ss ss �nTLR�'tVs p /. T BE RELO� ssER ss-�' -- PARCEL 1 ACREAGE: 6.65 AC(GROSS) 6.43 (NET) 111 11 `I \I 11 111 EX. STREET LIGHT EX. CPIW DOWN RISER TO METER s APPROX. 466.5 FT X 620.6 FT -ss -ss _ - --_r r - A N:G7 J81-025 APN:377-110-05 I A1IIID USE:v-'1v LAND USE+VACANT 7O1TIE:C2 ZONE:C2 URBAN ARENA PARCEL 2 ACREAGE: 16.40 AC(GROSS) 15.92 (NET) �I N APPROX. 1050.5 FT X 621.4 FT ■ - �- _,rl uv� -n NUMBER OF BUILDINGS 8 (PARCEL 1) AND 227 (PARCEL 2) COSTA MESA, CA 92626 - 92626 ALLOWABLE DENSITY: 412 DWELLING UNITS (18 DU/AC) - N PROPOSED DENSITY: 451 DWELLING UNITS (20.18 DU/AC) ] [ w ] DEVELOPER OWNER SEWER/WATER: AS: = ELSINORE VALLEY MUNICIPAL WATER DISTRICT THE GAS COMPANY C FAIRBROOK COMMUNITIES, LLC 3RD & DEXTER, LLC ] ] NE - N 2280 WARDLOW CIRCLE, SUITE 250 2280 WARDLOW CIRCLE, SUITE 250 ] LAKE ELSINORE, CA 92530 W CORONA, CA 92878 CORONA, CA 92878 -a„ E28'.- J (951) 674-3146 (00) ATTN: JAMES WALTERS ATTN: JAMES WALTERS C FULL ACCESS DWY 1 c ] PHONE: (949) 274-3526 PHONE: (951) 498-4939 '20' J r til 1 Z ] ] SOUTHERN CALIFORNIA EDISON SPECTRUM J ENGINEER SOILS ENGINEER ] ] I r Y 1\1J R r r PROACTIVE ENGINEERING CONSULTANTS GEOTEK, INC. 1548 NORTH MAPLE STREET �.J WILDOMAR, CA 92595 LAKE ELSINORE, CA 92532 200 S. MAIN STREET, SUITE CORONA, CA 92882 300 CORONA, CA 92878 c ] c ] ATTN: SCOTT GILBERT PHONE: (951) 710-1160 PHONE. (951) 280-3304 398116 9 - LOCA�C ss LINE OF SIGHT �/T C.p ss ss �nTLR�'tVs p /. T BE RELO� ssER ss-�' _ _ _ _ _ _ - _ ss ss -Ss- o ss s ss ARCHITECT LANDSCAPE ARCHITECT EX. STREET LIGHT EX. CPIW DOWN RISER TO METER s ss -ss -ss _ - --_r r - A N:G7 J81-025 APN:377-110-05 I A1IIID USE:v-'1v LAND USE+VACANT 7O1TIE:C2 ZONE:C2 URBAN ARENA URBAN ARENA �I N 3195 RED HILL AVENUE, LOFT F ■ - �- _,rl AVENUE, LOFT F -n nw ° COSTA MESA, CA 92626 COSTA MESA, CA 92626 - PHONE: (714) 754-4500 PHONE:(714) 754-4500 PUBLIC UTILITY COMPANIES SEWER/WATER: AS: ELSINORE VALLEY MUNICIPAL WATER DISTRICT THE GAS COMPANY C ] 31315 CHANEY ST 25620 JEFFERSON AVENUE N C ] LAKE ELSINORE, CA 92530 MURRIETA, CA 92562 -a„ (951) 674-3146 (951) 830-3485 C FULL ACCESS DWY c ] ELECTRIC: CABLE: C - ] SOUTHERN CALIFORNIA EDISON SPECTRUM [ -I 3- ] 24487 PRIELIPP RD ■ - - WILDOMAR, CA 92595 PHONE. (951) 280-3304 398116 9 - LOCA�C ss LINE OF SIGHT �/T C.p ss ss �nTLR�'tVs p /. T BE RELO� ssER ss-�' _ _ _ _ _ _ - _ ss ss -Ss- o ss s ss ARCHITECT LANDSCAPE ARCHITECT EX. STREET LIGHT EX. CPIW DOWN RISER TO METER s ss -ss -ss _ - --_r r - A N:G7 J81-025 APN:377-110-05 I A1IIID USE:v-'1v LAND USE+VACANT 7O1TIE:C2 ZONE:C2 URBAN ARENA URBAN ARENA 3195 RED HILL AVENUE, LOFT F 3195 RED HILL AVENUE, LOFT F -n nw ° COSTA MESA, CA 92626 COSTA MESA, CA 92626 - PHONE: (714) 754-4500 PHONE:(714) 754-4500 PUBLIC UTILITY COMPANIES SEWER/WATER: AS: ELSINORE VALLEY MUNICIPAL WATER DISTRICT THE GAS COMPANY C ] 31315 CHANEY ST 25620 JEFFERSON AVENUE N C ] LAKE ELSINORE, CA 92530 MURRIETA, CA 92562 -a„ (951) 674-3146 (951) 830-3485 C c ] ELECTRIC: CABLE: C - ] SOUTHERN CALIFORNIA EDISON SPECTRUM [ -I 3- ] 24487 PRIELIPP RD 31500 GRAPE ST SUITE 9 WILDOMAR, CA 92595 LAKE ELSINORE, CA 92532 -800-611-1911 (888) 406-7063 C - � TELEPHONE: C € SOUTHERN CALIFORNIA TELEPHONE & ENERGY [ _•- _ ] 27515 ENTERPRISE CIR W TEMECULA, CA 92590 € ] 1-800-840-6673 [ -- LEGEND & ABBREVIATIONS 398116 9 - LOCA�C ss LINE OF SIGHT �/T C.p ss ss �nTLR�'tVs p /. T BE RELO� ssER ss-�' _ _ _ _ _ _ - _ ss ss -Ss- o ss s ss EX. PP (N0.2352570E EX. GAS TO BE RELOCATED (T AS COMPANY) (RCFCD) EX. EP EX. STREET LIGHT EX. CPIW DOWN RISER TO METER - - APN:377-031 -028 LAND USE:VACANT ZONE:C2 _ _ _ AP11:377-OSI 027 - - - - APN:377-081-026 L AND USE+VACANf LAND USE:VACAI�Ff ZONE:C2 70NE� 2 _ - --_r r - A N:G7 J81-025 APN:377-110-05 I A1IIID USE:v-'1v LAND USE+VACANT 7O1TIE:C2 ZONE:C2 C.II b.lor. You Eng Call 1" = 40' a 20 0 40 80 120 1-800-422-4133 TRACT BOUNDARY - - - PR RIGHT-OF-WAY - - - PR LOT LINE EXISTING EASEMENT EXTERIOR CL (EXISTING) INTERIOR CL (PROPOSED) CARPORT TR - TRACT EV - ELECTRIC VEHICLE R/W -RIGHT OF WAY APN - ASSESSOR'S PARCEL NUMBER FS - FINISHED SURFACE SS - SANITARY SEWER EG - EXISTING GRADE DW - DOMESTIC WATER CL - CENTERLINE SO - STORM DRAIN EX - EXISTING AC - ACRES EP - EDGE OF PAVEMENT PP -POWER POLE PR - PROPOSED CP - COMMUNICATION POLE GP - GUY POLE DATE PREPARED: OCTOBER 31,2024 W W co2 W W 0) LU Z J 2 U crit bwor. you o;9 RpFESS/ p PLANS PREPARED UNDER THE SUPERVISION OF - Call 9, ��,��� PROACTIVE y 0 c> No. C73987 0�ENGINEERING CONSULTANTS A 200 South Main Street, Suite 300 1" = 40' %r• SQ Corona, CA 92882 (951)280-3300 STgj CIVIC Q 20 0 40 80 120 1-800-422-4133 P� CA��f�P EUGENE J. ABREGD DATE R.C.E. #73997 APARTMENT BUILDING UNIT TYPES Plan Type NM S.F. Bed/Bath Stories Garage Total Unit Mix Total buildable SF Plan 1 712 1/1 3 - 110 48% 78,320 Plan 2A 1,028 2/2 3 - 33 14% 33,924 Plan 2B 11071 2/2 3 - 40 17% 42,640 Plan 2C 1,078 2/2 3 - 22 10% 23,716 Plan 3A 1,374 313 3 - 15 7% 20,610 Plan 3B 1,412 3/3 3 - 10 4% 14,120 230 100% 213,530 APATMENT UNIT PARKING SUMMARY REQUIRED PARKING CA STATE PER WAIVER: 1 BEDROOM -(120 UNITS) 1.50 SPACES/UNIT 180 SPACES 2 BEDROOM -(120 UNITS) 2.00 SPACES/UNIT 240 SPACES PROPOSED PARKING: OPEN PARKING 182 SPACES GARAGE PARKING 240 SPACES PROPSOSED TOTAL SPACES 422 SPACES TOWNHOME PARKING SUMMARY REQUIRED PARKING CA STATE PER WAIVER: RESIDENTIAL SFD-(137 UNITS) 3.00 SPACES/UNIT 411 SPACES MULTIFAMILY -(90 UNITS) 2.00 SPACES/UNIT 180 SPACES REQUIRED TOTAL SPACES 591 SPACES PROPOSED PARKING: OPEN PARKING 51 SPACES GARAGE PARKING 454 SPACES DRIVEWAY PARKING 148 SPACES 1i/j[Nc111111;017:4I111Ie1�yJ_Cya N.T.S. CURB WHEEL STOP 0 0 0 6' 9' 9' m l STRIPIN RESIDENTIAL PARKING STALLS aJ wJ w� 3 3 X75, w 15'160, DICATED ,,TO BE DE45' 30' 5' 1 5' 1 35' �PPPVMT EXPVMT EG vm--------------------- 3 90' SECONDARY - SECOND STREET 3 3 wy w} o.y J 64' 60'1 1 4' TO BE DEDICATED 30' 34' 24' 1 5' 1 15' E)PVMT 12' PR. 22'PVMT 2 68' WIDE COLLECTOR- THIRD STREET wr o j w} N z z 74', 6' TO BE VACATED 80'1 40' 34 24' 1 5' 5' EXPVMT 12' PR. 22'PVMT EG — 2% ---.�_._� ,fir 68' WIDE COLLECTOR- DEXTER AVENLE DATE PREPARED: OCTOBER 31,2024 APN:377 - LAND US :SINGLE F --AMI HOME _ONE:CNIU v I APN:377-090-034 LAND USE:VACANT 7-fl1NF:CMU APN:377-090-035 LAIIND USE:VACANT 7_O1INE:CIVU I D EASEMENTS PROPOSED DEDICATIONS PROPOSE O PROPOSED EASEMENT FOR OUTILITIES EMERGENCY VEHICLE IN PLACE INGRESS/EGRESS. O PROPOSED EASEMENT TO RIVERSIDE COUNTY FLOOD TO BE CONTROL DISTRICT FOR © MAINTENANCE OF THE STORM DRAIN LINE AND BASIN. © PROPOSED RIVERSIDE COUNTY 'lir FLOOD CONTROL DISTRICT ACCESS EASEMENT. Op PROPOSED UTILITIES MARCH 31, 1987 AS INSTRUMENT NO.: INSTRUMENT NO. 252422 OF OFFICIAL RECORDS. TO BE MAINTENANCE EASEMENT TO CURRENT USE: ELS INORE VALLEY MUNICIPAL WATER DISTRICT (EVMWD) PROPOSED DEDICATIONS AND VACATIONS (E)15' RIGHT-OF-WAY (SECOND OUTILITIES STREET) TO BE DEDICATED IN PLACE PER SEPARATE INSTRUMENT O 4' RIGHT-OF-WAY (THIRD STREET) TO BE DEDICATED TO BE PER SEPARATE INSTRUMENT © 6' RIGHT-OF-WAY (DEXTER AVENUE)TO BE VACATED BY c CITY OF LAKE ELSINORE PER 'lir SEPARATE INSTRUMENT TENTATIVE PARCEL MAP NO. 38512 CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA -r ,� OTLOT IN BLOCK 1 1 OF WORTH 1N BLOCK 1 1 I ORTH IN L K 1 I OF 1flRT SINORE TRACT EL S1 E TRACT PROPERTY BOUNDARY EL 1N10RE fkA APN:377-090-008 P 377- 90-008 377-090-0'1 1D USE:VACANT Nas 1s'ss"w as3.00' ND USc:VACANT NI 1s'ss"w 1136.04' ND USE:VACANT ------------------------------ --------------- BASIIN FO PR. RETAINING WALL � PR. RETAINING WALL o N — — — ——�--- ill (H-8.1' MAX) (H=2.9' MAX) �I OFFSITE --� FLOWSI 0i I I F- -T-1 I I I I I I —� II 7EI 1 ®� 60'I I I II.=� A32� I. o' 20' __] 32 C7 C5 III `C] II D �_' `C] II D [ II ® I I. n1'A1 /A1 /A1'n1 /n1 /A n n n n1 In1,n1' 1 n ,11'11 Int In1'n1 Int Int k�___ 30' lT T1 IT T1 IT TI IT y TI IT /1 /1 T1 /I /1 /1 IT T1 IT \ — — — — B — — — — ❑ _ !^. ❑ _ ❑ _ SIMA-2 SII �■ •,���uFn�d [� 1.- 1 ■ ■ Imo` f III!! 11 O� SII ail �" 1 5Im @ ®O ®O 9 E TMS�� CNI,N r7 yIR N� Q1ERG� SITE AREA J RLRD CNY 'r G,p9�'O SsrO VICINITY MAP LEGAL DESCRIPTION N.T.S. THE LAND REFERRED TO IN THIS REPORT IS DESCRIBED AS FOLLOWS:LOTS 5, 6, 7 AND 8 IN BLOCK 11 OF NORTH ELSINORE TRACT, IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS SHOWN BY MAP ON FILE IN BOOK 5,PAGE 105 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. EXISTING — — — — — — — — — — L — — — —- - _ ARCHITECT LANDSCAPE ARCHITECTIN ■I [I[I■1■! TO REMAIN OUTILITIES , 1nl 1 ` 1 Ili IN PLACE # I I '� I TO BE CURRENT LAND USE: COMMERCIAL MIXED USE QUITCLAIMED �■�I Il�jr c 'lir TENANTS FOR UTILITY AND RIGHTS INCIDENTAL THERETO, AS GRANTED INA DOCUMENT RECORDED TO BE O3 MARCH 31, 1987 AS INSTRUMENT NO.: INSTRUMENT NO. 252422 OF OFFICIAL RECORDS. TO BE QUITCLAIMED CURRENT USE: VACANT — — — — APN #: 377-090-013, 377-090-037 ss ss o s ss ss 1w 377-090-039, 377-090-040 - ZONING DESIGNATION: COMMERCIAL MIXED USE _ n n n D n n n LOT 5 ACREAGE: 4.99 AC(GROSS) 4.24 AC(NET) PR LOT] "� LOT 6 ACREAGE: 7.50 AC(GROSS) 7.12 AC(NET) 0 LI ] — — — — — — — — LOT 7 ACREAGE: 6.25 AC(GROSS) 5.93 AC(NET) I LOT 8 ACREAGE: 6.64 AC(GROSS) 5.64 AC(NET) �D.. - u u ' ❑ 11 11 ' ❑ 1111 " U u nn r,� 4 1111 W PROPOSED v v v u v v v v v v v v v v v v LU ZONING DESIGNATION: COMMERCIAL MIXED USE CO) NET ACREAGE: GROSS ACREAGE: 23.05 AC 22.35 AC I LU PARCEL 1 ACREAGE: 6.65 AC(GROSS) 6.43 (NET) 24' C � C c ] o C ] [n PARCEL 2 ACREAGE: APPROX. 466.5 FT X 620.6 FT 16.40 AC(GROSS) 15.92 (PET) LU Z APPROX. 1050.5 FT X 621.4 FT ^I ] - = NUMBER OF BUILDINGS ALLOWABLE DENSITY: PROPOSED DENSITY: 8 (PARCEL 1) AND 227 (PARCEL 2) 412 DWELLING UNITS (18 DIJI 451 DWELLING UNITS (20.18 DU/AC) 18' 160 24' 18' w ] 1 -r� J 1\ .I .I C j ] -- .LO NE - ] F _ 28' za'" DEVELOPER OWNER C C D C 20 D FAIRBROOK COMMUNITIES, LLC 3RD & DEXTER, LLC EIC ] B ] C ] _r _ ] 2280 WARDLOW CIRCLE, SUITE 250 2280 WARDLOW CIRCLE, SUITE 250 -z p _ 1 CORONA, CA 92878 CORONA, CA 92878 ATTN: JAMES WALTERS ATTN: JAMES WALTERS PHONE: (949) 274-3526 PHONE: (951) 498-4939 ENGINEER SOILS ENGINEER PROACTIVE ENGINEERING CONSULTANTS GEOTEK, INC. 17 200 S. MAIN STREET, SUITE 300 1548 NORTH MAPLE STREET o ss o ss s CORONA, CA 92882 CORONA(9CA 928781160 o e ] u o nw —`v a �e D ATTN: SCOTT GILBERT PHONE: (951) 280-3304 — — — — — — — — — — L — — — —- - _ ARCHITECT LANDSCAPE ARCHITECTIN L11'd4'//1 i d �� '.a 1 YI 1 ■ 1 1 .� i 1 6 1 �I1. ■I ■ EXISTING EASEMENTS ■I [I[I■1■! TO REMAIN OUTILITIES , 1nl 1 ` 1 Ili IN PLACE 2012 AS INSTRUMENT NO.: INSTRUMENT N0. 2012-0070090 OF OFFICIAL RECORDS. EASEMENT(S) TO SOUTHERN CALIFORNIA EDISON COMPANY, A CORPORATION FOR PUBLIC TO BE < UTILITIES AND RIGHTS INCIDENTAL THERETO, AS GRANTED INA DOCUMENT RECORDED JUNE 26, QUITCLAIMED �■�I Il�jr 'lir TENANTS FOR UTILITY AND RIGHTS INCIDENTAL THERETO, AS GRANTED INA DOCUMENT RECORDED TO BE O3 MARCH 31, 1987 AS INSTRUMENT NO.: INSTRUMENT NO. 252422 OF OFFICIAL RECORDS. TO BE QUITCLAIMED -- L11'd4'//1 i d �� '.a 1 YI 1 ■ 1 1 .� i 1 6 1 �I1. ■I ■ EXISTING EASEMENTS EASEMENT(S) GRANTED TO SOUTHERN CALIFORNIA EDISON COMPANY, A CORPORATION FOR PUBLIC TO REMAIN OUTILITIES RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT RECORDED FEBRUARY 15, IN PLACE 2012 AS INSTRUMENT NO.: INSTRUMENT N0. 2012-0070090 OF OFFICIAL RECORDS. EASEMENT(S) TO SOUTHERN CALIFORNIA EDISON COMPANY, A CORPORATION FOR PUBLIC TO BE < UTILITIES AND RIGHTS INCIDENTAL THERETO, AS GRANTED INA DOCUMENT RECORDED JUNE 26, QUITCLAIMED 2014 AS INSTRUMENT N0, 2014-00236671 OF OFFICIAL RECORDS. TO BE QUIT CLAIMED. EASEMENT(S) GRANTED TO ANDRE J. HOZEN AND KATHY HOZEN, HUSBAND AND WIFE AS JOINT TENANTS FOR UTILITY AND RIGHTS INCIDENTAL THERETO, AS GRANTED INA DOCUMENT RECORDED TO BE O3 MARCH 31, 1987 AS INSTRUMENT NO.: INSTRUMENT NO. 252422 OF OFFICIAL RECORDS. TO BE QUITCLAIMED QUIT CLAIMED. 3195 RED HILL AVENUE, LOFT F 3195 RED HILL AVENUE, LOFT F COSTA MESA, CA 92626 COSTA MESA, CA 92626 PHONE:(714) 754-4500 PHONE: (714) 754-4500 LEGEND & ABBREVIATIONS PROPERTY BOUNDARY PR RIGHT-OF-WAY — — — PR LOT LINE EXISTING EASEMENT — — EXTERIOR CL (EXISTING) INTERIOR CL (PROPOSED) CARPORT TR TRACT EV - ELECTRIC VEHICLE R/W- RIGHT OF WAY APN - ASSESSOR'S PARCEL NUMBER FS - FINISHED SURFACE SS - SANITARY SEWER EG - EXISTING GRADE DW - DOMESTIC WATER CL - CENTERLINE SO - STORM DRAIN N46°13'39"W 437.42' N46°13'39"W 1110.58' EX - EXISTING AC - ACRES EP - EDGE OF PAVEMENT PP -POWER POLE ---------�---/--�----p----------- PA 6�-EfIT/SC\/FN;1.IF --- -------------- PR -------------- - PROPOSED N— — —��— — — — — — — — — — — — — — — SS o S SS S S SS SS ss §s—ss ss ss �S— r--ai ss—ss—ss- --ss— E 1" = 40' 20 0 40 80 120 �F', 3701PN:377-081-028 APN:377-08'1 -027 APN:377-OS" -02 11:37--OS1 -028 API 1:377-1 '10-05 USE:VACANT LAND USE:VACAIIT LAND USE:VACAyT LAND USE: VACAINIT %\IIID SE:VACANT LAND USE:VACAI\IT zoNE:c2 7OyE;C2 7_ONE:C2 ZOIN :C2 7 1\111 ;C2 ZOI\IE:C2 DATE PREPARED: OCTOBER 31 , 2024 can bwor. Y.. o;a PLANS PREPARED SCALE: 1"=40' CITY O F LAKE E L S I N O R E SHEET N0. .... QµoFES sipNq` UNDER THE SUPERVISION OFI 'o'a Call DESIGN: �"``D��` J' SPF, Fy DESIGN: CT p PROACTIVE No. C73987 m DRAWN: RGG DEXTER VILLAGE 0� ENGINEERING CONSULTANTS A 4 OF 15 200 South Main Sheat, Suite 300 CHECKED: EA so Corona, CA 92882 (951) 280-3300 TENTATIVE PARCEL MAP sTgj CIVIC &fie APPROVED: 1-800-422-4133 P CAUf EUGENE J. ABREGO DATE N 0 . 38512 PROJECT NO. R.C.E. #73997 t 3195 RED HILL AVENUE, LOFT F 3195 RED HILL AVENUE, LOFT F COSTA MESA, CA 92626 COSTA MESA, CA 92626 PHONE:(714) 754-4500 PHONE: (714) 754-4500 LEGEND & ABBREVIATIONS PROPERTY BOUNDARY PR RIGHT-OF-WAY — — — PR LOT LINE EXISTING EASEMENT — — EXTERIOR CL (EXISTING) INTERIOR CL (PROPOSED) CARPORT TR TRACT EV - ELECTRIC VEHICLE R/W- RIGHT OF WAY APN - ASSESSOR'S PARCEL NUMBER FS - FINISHED SURFACE SS - SANITARY SEWER EG - EXISTING GRADE DW - DOMESTIC WATER CL - CENTERLINE SO - STORM DRAIN N46°13'39"W 437.42' N46°13'39"W 1110.58' EX - EXISTING AC - ACRES EP - EDGE OF PAVEMENT PP -POWER POLE ---------�---/--�----p----------- PA 6�-EfIT/SC\/FN;1.IF --- -------------- PR -------------- - PROPOSED N— — —��— — — — — — — — — — — — — — — SS o S SS S S SS SS ss §s—ss ss ss �S— r--ai ss—ss—ss- --ss— E 1" = 40' 20 0 40 80 120 �F', 3701PN:377-081-028 APN:377-08'1 -027 APN:377-OS" -02 11:37--OS1 -028 API 1:377-1 '10-05 USE:VACANT LAND USE:VACAIIT LAND USE:VACAyT LAND USE: VACAINIT %\IIID SE:VACANT LAND USE:VACAI\IT zoNE:c2 7OyE;C2 7_ONE:C2 ZOIN :C2 7 1\111 ;C2 ZOI\IE:C2 DATE PREPARED: OCTOBER 31 , 2024 can bwor. Y.. o;a PLANS PREPARED SCALE: 1"=40' CITY O F LAKE E L S I N O R E SHEET N0. .... QµoFES sipNq` UNDER THE SUPERVISION OFI 'o'a Call DESIGN: �"``D��` J' SPF, Fy DESIGN: CT p PROACTIVE No. C73987 m DRAWN: RGG DEXTER VILLAGE 0� ENGINEERING CONSULTANTS A 4 OF 15 200 South Main Sheat, Suite 300 CHECKED: EA so Corona, CA 92882 (951) 280-3300 TENTATIVE PARCEL MAP sTgj CIVIC &fie APPROVED: 1-800-422-4133 P CAUf EUGENE J. ABREGO DATE N 0 . 38512 PROJECT NO. R.C.E. #73997 c') W 2 W� W W Z J L r Y 4 Ltl PUBLIC UTILITY COMPANIES _ SEWER/WATER: GAS: ELSINORE VALLEY MUNICIPAL WATER DISTRICT THE GAS COMPANY 31315 CHANEY ST 25620 JEFFERSON AVENUE LAKE ELSINORE, CA 92530 MURRIETA, CA 92562 (951) 674-3146 (951) 830-3485 ELECTRIC: CABLE: SOUTHERN CALIFORNIA EDISON SPECTRUM 24487 PRIELIPP RD 31500 GRAPE ST SUITE 9 WILDOMAR, CA 92595 LAKE ELSINORE, CA 92532 1-800-611-1911 (888) 406-7063 cen bwor. yon 0;9 Call a1" = 40' 20 0 40 80 120 1-800-422-4133 TELEPHONE: SOUTHERN CALIFORNIA TELEPHONE & ENERGY 27515 ENTERPRISE CIR W TEMECULA, CA 92590 1-800-840-6673 EXISTING EASEMENTS PROPOSED EASEMENTS q0 EASEMENT(S) GRANTED TO SOUTHERN CALIFORNIA EDISON COMPANY, A CORPORATION TO REMAIN IN PLACE OFOR PUBLIC UTILITIES RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT © PROPOSED RIVERSIDE COUNTY FLOOD CONTROL RECORDED FEBRUARY 15, 2012 AS INSTRUMENT NO.: INSTRUMENT NO. QD PROPOSED UTILITIES MAINTENANCE EASEMENT WATER DISTRICT (EVMWD). 2012-0070090 OF OFFICIAL RECORDS. 24' EASEMENT(S) TO SOUTHERN CALIFORNIA EDISON COMPANY, A CORPORATION FOR TO BE QUITCLAIMED O2 PUBLIC UTILITIES AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT E RECORDED JUNE 26, 2014 AS INSTRUMENT NO. 2014-00236671 OF OFFICIAL RECORDS. TO BE QUIT CLAIMED. EASEMENT(S) GRANTED TO ANDRE J. HOZEN AND KATHY HOZEN, HUSBAND AND WIFE TO BE QUITCLAIMED <�> AS JOINT TENANTS FOR UTILITY AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENTRECORDED MARCH 31, 1987 AS INSTRUMENT NO.: INSTRUMENT NO. 252422 OF OFFICIAL RECORDS. TO BE QUIT CLAIMED. d J w J W J 3 X75, w 15'160, TO BE DEDICATED 45' 1 30' 5' 5' 1 1 35' PR. 27' EX. 20' PVMT PVMT EG 3 90' SECONDARY - SECOND STREET 3 3 wy wy ay J 64" I 60'1 4' TO BE DEDICATED PROPOSED EASEMENTS q0 PROPOSED EASEMENT FOR EMERGENCY VEHICLE INGRESS/EGRESS. �B PROPOSED EASEMENT TO RIVERSIDE COUNTY FLOOD CONTROL DISTRICT FOR MAINTENANCE OF THE STORM DRAIN LINE AND BASIN. © PROPOSED RIVERSIDE COUNTY FLOOD CONTROL DISTRICT ACCESS EASEMENT. QD PROPOSED UTILITIES MAINTENANCE EASEMENT WATER DISTRICT (EVMWD). TO ELSINORE VALLEY MUNICIPAL d J w J W J 3 X75, w 15'160, TO BE DEDICATED 45' 1 30' 5' 5' 1 1 35' PR. 27' EX. 20' PVMT PVMT EG 3 90' SECONDARY - SECOND STREET 3 3 wy wy ay J 64" I 60'1 4' TO BE DEDICATED PROPOSED DEDICATIONS AND VACATIONS Q 15' RIGHT-OF-WAY (SECOND STREET) TO BE DEDICATED PER SEPARATE INSTRUMENT O 4' RIGHT-OF-WAY (THIRD STREET) TO BE DEDICATED PER SEPARATE INSTRUMENT © 6' PER RIGHT-OF-WAY (DEXTER AVENUE)TO BE VACATED BY CITY OF LAKE ELSINORE SEPARATE INSTRUMENT d J w J W J 3 X75, w 15'160, TO BE DEDICATED 45' 1 30' 5' 5' 1 1 35' PR. 27' EX. 20' PVMT PVMT EG 3 90' SECONDARY - SECOND STREET 3 3 wy wy ay J 64" I 60'1 4' TO BE DEDICATED DATE PREPARED: OCTOBER 31,2024 30' 34' 24' 1 5' 1 15' E PR' 22 PVMT PVMT 68' WIDE COLLECTOR- THIRD STREET wy ay wy A 74', Z 1 Z 16' TO BE VACATED 80' 40' 34' 24' 5' 5' EX. 12' PR. 22'PVMT r PVMT 2% 68' WIDE COLLECTOR- DEXTER AVENAE DATE PREPARED: OCTOBER 31,2024 I III II III III 0 129 .1 I II p I I II C . BLDG1 BUILDING'A" PAD = 3 STORY 0288 30 11 1 BUILDING'S' PAD 3_STORY die 2 R.40f LOT 3 1N BLOCK 1'11 OF NOR -FH 1N BLOCK Ill I�JF FORT I TMSC� ELSINORE TRACT �s CNYN APN:3�%-�90-008 z9s)- ELSINORE TRACT VA_0')6 R NI APN:377-090-012 )PERTY BOUNDARY LAIIND USE LAND USE:VACAJ' I I (1288.2±) EG E (1297. ) (1300.21) Nay N46°15'56"W 1136.04 300)_ 3.3q Ld ERGS SITE AREA X85.0 - -12FG9 11288265 FG 8i 2967rrytFL 3GB2985L FG --•- 98G8 . •1299.05_ 1300.01 9 _j Q�' 0TO . FG PAD = 0 - 130FL-GBS F'-GBm J 'eFS9.51 PAD 50 1306 3 FG 1306.2 FG, / 95.98 t2ea.a E 1296.70 1294.9 FG 1298 PAD - PAD - - -�` PAD = - B/4$II1� FOR 1 II 129` 1301 .50 1303.20 1306.20= �PG�P 1R'91F�•S�, Q 1 �S 6 O F RLRD CNY . 1 ' ) 1296.3 TIN T 'B F1011(/S / 1296.1 FG .pq� `flS �d 1280.00 / PAD = PAD = PAD = N p rp s 11294.9 1296.30 1298.00 PAD - PAD = Fc _ 2 1301,00 " 4 302.40 1305.40 III apo VICINITY MAP ' 2 ` J 12945' LEGAL DESCRIPTION IL (n y 1288 s FG sem. _ n1 B_ n n n n n n n 1 n n �n n 1288 9 2� 09O 1 1291.8 - 128 94 I \ FGA 1291.3) I � c+o '�r <� ' ' as NI1 I `F 10 TW FG -Fc- PAD pqp = THE LAND REFERRED TO IN THIS REPORT IS DESCRIBED AS FOLLOWS: LOTS 5, 6, 7 FS - - - 1296.00 1297.70 PAD = 1301.60 PAD - AND 8 IN BLOCK 11 OF NORTH ELSINORE TRACT, IN THE CITY OF LAKE ELSINORE, 7. 7. t z ` 12 7.4 t2sos7 ❑ .� z9 1300.70 1304.60 COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS SHOWN BY MAP ON FILE IN t 287 6a F -GB ? 12 1. 0 FsBOOK 5,PAGE 105 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. S - SS SS S -12ga S SS SS 24 FS - 2 -1 - - 129201 9t.a2 ts. 12 .65 t s t zss. I Intl -R n N n b n - 7-69 ] TOPOGRAPHY SOURCE AND DATE (1 pg 1 12sz2 7 0 0 ° , , ❑ - - S _Gs ..-1 '1,e TOPOGRAPHY PROVIDED BY DELTA SURVEY AND MAPPING, AND DATED NOVEMBER 19,2021 S IG �'�� r / ° D D� n D ➢ 124H.68- - 111 'T � ' 1 / � li � �� � : 67`i s PAD �--/ n Irk H o' v I' VI' V 1zs1.a1 z9, _ EXISTING CIZ) LUQ� LU V7 I��� 1 / 7 0.5 PAD _ PAD = PAD = . t CCURRENT URRENT USED USE: COMMERCIAL MIXED USE t2 7s t s7. ,z s 1 PAD = PAD = -i PAD = PAD = PAD = O1� V V V : VACANT V V V 2 e. 8 293 10 .1294.00 a� 1295.95/ V1296.80 1298.80 1299.70 1301.60 - 1302.51 N 2 V V V V V ) _ `� V V V ,�„V APN #: 377-090-039, 377-090-040 -090-037 Q,L,_1 .. LL h2a`� 8 3 PAD = v v a Lti w ❑ 7� D I 1 BLDG. 4 e BLDG. 3 �377 L GB - '1291 56 h ZONING DESIGNATION: COMMERCIAL MIXED USE N' L 1 ® BUILDING'S° PAD = BURDwG B° PAD = 4 1 LOT 5 ACREAGE: 4.99 AC(GROSS) 4.24 AC(NET) C9 �N 0 3 -STORY 1288 10 ® 3 -STORY 1288 00 2 917 TF PAD = ) ao m LOT 6 ACREAGE: 7.50 AC(GROSS) 7.12 AC(NET) 125 UNITS) O 125 UNITS) z e.6o _ PAD = AD = PAD = PAD = PAD = LOT 7 ACREAGE: 6.25 AC(GROSS) 5.93 AC(NET) LL, LJ. nl , �Bbs FS I PAD = --- 1291.53 -1294.72 1295.28 1298.19 1298.75 V F,3oo) 1301.66 _ W LOT 8 ACREAGE: 6.64 AC(GROSS) 5.64 AC(NET) -_ PROPOSED . FG �_____ lo' Uzea) 2 s4s CPAD = - 1 q - 1� PAD = D _- ---- -----' Ni Bs 91 PAD = 01291.31 iPAD =• PAD = PAD = -` PAD = 05)- NOENTIACREAGENG GNATION. 23.05COMMEAC MIXED USE 1289.40 .----- PAD _-- o w 1291.15 294.28 1294.83 1297.76 11411298.31 Co GROSS ACREAGE: 22.35 AC qzF- c n ry ® 1289.30--� tiB a PAD = N� 1301.23 UL 2291 11• 1290 68,. PARCEL 1 ACREAGE: 6.65 AC(GROSS) 6.43 (NET) .� APPROX. 466.5 FTX 620.6 FT U ---- J PARCEL 2 ACREAGE: 16.40 AC(GROSS) 15.92 (PET) � a TYP. 18 18.' - b n PAD - PAD = PAD = = APPROX. 1050.5 FTX 621.4 FT 1290 95] 1294.24 1297.71 PAD = 7 I I (t2a3) Vz 1287.15� -_ - 1300 67 �•% NUMBER OF BUILDINGS 8 (PARCEL 1) AND 227 (PARCEL 2) ®o BLDG. 5' 8909 ` • • Q ALLOWABLE DENSITY: 412 DWELLING UNITS (18 DU/AC) [ PROPOSED DENSITY: 451 DWELLING UNITS (20.18 DU/AC) O - 11,Zsq BUILDING "B" \ PAD = ' ® BLDG. 6 PAD- 3STORY 1287.90 -- - 3 -STORY 1288.00 " �^ L PAD - .� 1128 8 _ n PAD - 1290.70 PAD = 'mW PAD = PAD - PAD PAD = 1289.8 L_ . 125 UNITSI 125 UNITSI _ 74 izso.73 �Ll 1293 06:1 2 1293.62 1296.53] 1zs7.os 1300.00 EARTHWORK QUANTITIES cNU nt e. n n n �AI� n /': 1za7.78 5 RAW VOLUME 96,300 CY CUi 73,400 CY FILL I t�n, 9 n n n n n n n na7.a7/ SOVER-EXCAVATION: 0 CY CUT 0 CY FILL y y I w 1. / 1 282)1 (I 'T°";LP,yyssss-� REMEDIAL ADJUSTMENTS: 0 CY CUT 22,900 CY FILL 11 ttr444��� 11 11 I\ /l11 -n � -n n\ TOTAL: 96,300 CY CUT 96,300 CY FILL DEVELOPER OWNER FS -ss s ss _�F °s ss ss ss ss ss f -FG- FAIRBROOK COMMUNITIES, LLC 3RD & DEXTER, LLC PR. R W nw wwnw nw nw n n n FL a .5 S 129006 2280 WARDLOW CIRCLE, SUITE 250 2280 WARDLOW CIRCLE, SUITE 250 ' / -- II m I 7" � � � CORONA, CA 92878 CARONA, CA 92878 7 n 1 1287 48 1287.68 1 - ��-' JAMES AMES WALTERS 2 � AT J ATR - � s TN JAMES W L E S Fs � ] EX. RA � ) I � =I PHONE: (949) 274-3528 PHONE: (951) 498-4939 s G v v v 1,11,SdA v v--7T-L-47 v v v v V v v v g"� h, ENGINEER SOILS ENGINEER BLDG. 8 ti BLD(j• ] ry9 3p0 l PROACTIVE ENGINEERING CONSULTANTS 1548GEOTN, INC. ( F 11288.49T 5 �I o �"'° 1 f o° 200 S. MAIN STREET, SUITE 300 CORONAORC 9A878 STREET BUILDING'A' BUILDING "A' PAD = a PAD T _ } CORONA, CA 92882 3 -STORY 1288.30 3 -STORY ',1288.50 1289.6 T\V mN PAD = PAD = t 1297 30� 1 =PAD = �� PHONE: (951) 710-1160 ��l I N 1285.51 FS I 1293.04 PAD = ATTN: SCOTT GILBERT 135 UNITS) se 135 UNITS) 1 9 1292.48 1" LY 1 _1297.86u 1302.28 PHONE: (951) 280-3304 r z --- tzazs3 ze7 �I F ARCHITECT LANDSCAPE ARCHITECT /12as.o FS a0 F z F o (1281) 'F -cel Fs ry ] URBAN ARENA URBAN ARENA I. PR. RET INING WALL II i°JpN I I I lzasn g2a7 I I �� � (H=6.2' MAX)12e9.6 .FG-, � '`tib-G� � 1283.39 FS -1290.5 1287.1 1 - FBOT G \ 1279 00 FS rz� - - _ 1290.6 7. \ 1285.0 1 pap - FG 1286.0 _ 12F�-0 N46°13'39"W 437.42F_4�-1zai.3 o a? t2acz.5 --- ----- -----� v-- - - -- -- s� ss-esJ ss -p -ss -sl ss s m Ss ss ss (1282. - _ - SS 1285.41 1282.9 ^ai 0128, II APIN:377-031 -029 APN:3 7-031 -028 APINI:377-081 -027 , I �III�II LAND USr:VACAI/NT �) AND( USE:VACANT�d LAND USE:VALANT� L I IV ZONE SI III V-,"'20 1/\E Ca_ z0NE:C2 . / cen bwor. you o;g RpFESSip \ PLANS PREPARED UNDER THE SUPEF Call, 9, ��,��� PROACTIVE y 0 c> No. 073987 OU ENGINEERING CONSULTANTS A = 200 South Main Street, Suite 300 1" 40' $y SQ Corona, CA 92882 (951)280-3300 STgj c1m Q 20 0 40 80 120 1-800-422-4133 EUGENE J. ABREGE R.C.E. #73997 OT /OF IN BLOCK 11 ORTH S ELSINORE TRACE APN:37i-CJ90-O6_3 PR. RET INING V 3195 RED HILL AVENUE, LOFT F 3195 RED HILL AVENUE, LOFT F BLAND USE:IACANf (H . MAX) ti "/ 298. ) 00.73)/ EG _ N46°15'56"W 463.00' - - . 0 1 TW 93.31 FS 1298.0 TW�_�1'2 1292.76 FS1.97 98.2 TW FS / ,293 N� ,292 g . BLDG1 BUILDING'A" PAD = 3 STORY 0288 30 11 1 BUILDING'S' PAD 3_STORY die 2 R.40f LOT 3 1N BLOCK 1'11 OF NOR -FH 1N BLOCK Ill I�JF FORT I TMSC� ELSINORE TRACT �s CNYN APN:3�%-�90-008 z9s)- ELSINORE TRACT VA_0')6 R NI APN:377-090-012 )PERTY BOUNDARY LAIIND USE LAND USE:VACAJ' I I (1288.2±) EG E (1297. ) (1300.21) Nay N46°15'56"W 1136.04 300)_ 3.3q Ld ERGS SITE AREA X85.0 - -12FG9 11288265 FG 8i 2967rrytFL 3GB2985L FG --•- 98G8 . •1299.05_ 1300.01 9 _j Q�' 0TO . FG PAD = 0 - 130FL-GBS F'-GBm J 'eFS9.51 PAD 50 1306 3 FG 1306.2 FG, / 95.98 t2ea.a E 1296.70 1294.9 FG 1298 PAD - PAD - - -�` PAD = - B/4$II1� FOR 1 II 129` 1301 .50 1303.20 1306.20= �PG�P 1R'91F�•S�, Q 1 �S 6 O F RLRD CNY . 1 ' ) 1296.3 TIN T 'B F1011(/S / 1296.1 FG .pq� `flS �d 1280.00 / PAD = PAD = PAD = N p rp s 11294.9 1296.30 1298.00 PAD - PAD = Fc _ 2 1301,00 " 4 302.40 1305.40 III apo VICINITY MAP ' 2 ` J 12945' LEGAL DESCRIPTION IL (n y 1288 s FG sem. _ n1 B_ n n n n n n n 1 n n �n n 1288 9 2� 09O 1 1291.8 - 128 94 I \ FGA 1291.3) I � c+o '�r <� ' ' as NI1 I `F 10 TW FG -Fc- PAD pqp = THE LAND REFERRED TO IN THIS REPORT IS DESCRIBED AS FOLLOWS: LOTS 5, 6, 7 FS - - - 1296.00 1297.70 PAD = 1301.60 PAD - AND 8 IN BLOCK 11 OF NORTH ELSINORE TRACT, IN THE CITY OF LAKE ELSINORE, 7. 7. t z ` 12 7.4 t2sos7 ❑ .� z9 1300.70 1304.60 COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS SHOWN BY MAP ON FILE IN t 287 6a F -GB ? 12 1. 0 FsBOOK 5,PAGE 105 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. S - SS SS S -12ga S SS SS 24 FS - 2 -1 - - 129201 9t.a2 ts. 12 .65 t s t zss. I Intl -R n N n b n - 7-69 ] TOPOGRAPHY SOURCE AND DATE (1 pg 1 12sz2 7 0 0 ° , , ❑ - - S _Gs ..-1 '1,e TOPOGRAPHY PROVIDED BY DELTA SURVEY AND MAPPING, AND DATED NOVEMBER 19,2021 S IG �'�� r / ° D D� n D ➢ 124H.68- - 111 'T � ' 1 / � li � �� � : 67`i s PAD �--/ n Irk H o' v I' VI' V 1zs1.a1 z9, _ EXISTING CIZ) LUQ� LU V7 I��� 1 / 7 0.5 PAD _ PAD = PAD = . t CCURRENT URRENT USED USE: COMMERCIAL MIXED USE t2 7s t s7. ,z s 1 PAD = PAD = -i PAD = PAD = PAD = O1� V V V : VACANT V V V 2 e. 8 293 10 .1294.00 a� 1295.95/ V1296.80 1298.80 1299.70 1301.60 - 1302.51 N 2 V V V V V ) _ `� V V V ,�„V APN #: 377-090-039, 377-090-040 -090-037 Q,L,_1 .. LL h2a`� 8 3 PAD = v v a Lti w ❑ 7� D I 1 BLDG. 4 e BLDG. 3 �377 L GB - '1291 56 h ZONING DESIGNATION: COMMERCIAL MIXED USE N' L 1 ® BUILDING'S° PAD = BURDwG B° PAD = 4 1 LOT 5 ACREAGE: 4.99 AC(GROSS) 4.24 AC(NET) C9 �N 0 3 -STORY 1288 10 ® 3 -STORY 1288 00 2 917 TF PAD = ) ao m LOT 6 ACREAGE: 7.50 AC(GROSS) 7.12 AC(NET) 125 UNITS) O 125 UNITS) z e.6o _ PAD = AD = PAD = PAD = PAD = LOT 7 ACREAGE: 6.25 AC(GROSS) 5.93 AC(NET) LL, LJ. nl , �Bbs FS I PAD = --- 1291.53 -1294.72 1295.28 1298.19 1298.75 V F,3oo) 1301.66 _ W LOT 8 ACREAGE: 6.64 AC(GROSS) 5.64 AC(NET) -_ PROPOSED . FG �_____ lo' Uzea) 2 s4s CPAD = - 1 q - 1� PAD = D _- ---- -----' Ni Bs 91 PAD = 01291.31 iPAD =• PAD = PAD = -` PAD = 05)- NOENTIACREAGENG GNATION. 23.05COMMEAC MIXED USE 1289.40 .----- PAD _-- o w 1291.15 294.28 1294.83 1297.76 11411298.31 Co GROSS ACREAGE: 22.35 AC qzF- c n ry ® 1289.30--� tiB a PAD = N� 1301.23 UL 2291 11• 1290 68,. PARCEL 1 ACREAGE: 6.65 AC(GROSS) 6.43 (NET) .� APPROX. 466.5 FTX 620.6 FT U ---- J PARCEL 2 ACREAGE: 16.40 AC(GROSS) 15.92 (PET) � a TYP. 18 18.' - b n PAD - PAD = PAD = = APPROX. 1050.5 FTX 621.4 FT 1290 95] 1294.24 1297.71 PAD = 7 I I (t2a3) Vz 1287.15� -_ - 1300 67 �•% NUMBER OF BUILDINGS 8 (PARCEL 1) AND 227 (PARCEL 2) ®o BLDG. 5' 8909 ` • • Q ALLOWABLE DENSITY: 412 DWELLING UNITS (18 DU/AC) [ PROPOSED DENSITY: 451 DWELLING UNITS (20.18 DU/AC) O - 11,Zsq BUILDING "B" \ PAD = ' ® BLDG. 6 PAD- 3STORY 1287.90 -- - 3 -STORY 1288.00 " �^ L PAD - .� 1128 8 _ n PAD - 1290.70 PAD = 'mW PAD = PAD - PAD PAD = 1289.8 L_ . 125 UNITSI 125 UNITSI _ 74 izso.73 �Ll 1293 06:1 2 1293.62 1296.53] 1zs7.os 1300.00 EARTHWORK QUANTITIES cNU nt e. n n n �AI� n /': 1za7.78 5 RAW VOLUME 96,300 CY CUi 73,400 CY FILL I t�n, 9 n n n n n n n na7.a7/ SOVER-EXCAVATION: 0 CY CUT 0 CY FILL y y I w 1. / 1 282)1 (I 'T°";LP,yyssss-� REMEDIAL ADJUSTMENTS: 0 CY CUT 22,900 CY FILL 11 ttr444��� 11 11 I\ /l11 -n � -n n\ TOTAL: 96,300 CY CUT 96,300 CY FILL DEVELOPER OWNER FS -ss s ss _�F °s ss ss ss ss ss f -FG- FAIRBROOK COMMUNITIES, LLC 3RD & DEXTER, LLC PR. R W nw wwnw nw nw n n n FL a .5 S 129006 2280 WARDLOW CIRCLE, SUITE 250 2280 WARDLOW CIRCLE, SUITE 250 ' / -- II m I 7" � � � CORONA, CA 92878 CARONA, CA 92878 7 n 1 1287 48 1287.68 1 - ��-' JAMES AMES WALTERS 2 � AT J ATR - � s TN JAMES W L E S Fs � ] EX. RA � ) I � =I PHONE: (949) 274-3528 PHONE: (951) 498-4939 s G v v v 1,11,SdA v v--7T-L-47 v v v v V v v v g"� h, ENGINEER SOILS ENGINEER BLDG. 8 ti BLD(j• ] ry9 3p0 l PROACTIVE ENGINEERING CONSULTANTS 1548GEOTN, INC. ( F 11288.49T 5 �I o �"'° 1 f o° 200 S. MAIN STREET, SUITE 300 CORONAORC 9A878 STREET BUILDING'A' BUILDING "A' PAD = a PAD T _ } CORONA, CA 92882 3 -STORY 1288.30 3 -STORY ',1288.50 1289.6 T\V mN PAD = PAD = t 1297 30� 1 =PAD = �� PHONE: (951) 710-1160 ��l I N 1285.51 FS I 1293.04 PAD = ATTN: SCOTT GILBERT 135 UNITS) se 135 UNITS) 1 9 1292.48 1" LY 1 _1297.86u 1302.28 PHONE: (951) 280-3304 r z --- tzazs3 ze7 �I F ARCHITECT LANDSCAPE ARCHITECT /12as.o FS a0 F z F o (1281) 'F -cel Fs ry ] URBAN ARENA URBAN ARENA I. PR. RET INING WALL II i°JpN I I I lzasn g2a7 I I �� � (H=6.2' MAX)12e9.6 .FG-, � '`tib-G� � 1283.39 FS -1290.5 1287.1 1 - FBOT G \ 1279 00 FS rz� - - _ 1290.6 7. \ 1285.0 1 pap - FG 1286.0 _ 12F�-0 N46°13'39"W 437.42F_4�-1zai.3 o a? t2acz.5 --- ----- -----� v-- - - -- -- s� ss-esJ ss -p -ss -sl ss s m Ss ss ss (1282. - _ - SS 1285.41 1282.9 ^ai 0128, II APIN:377-031 -029 APN:3 7-031 -028 APINI:377-081 -027 , I �III�II LAND USr:VACAI/NT �) AND( USE:VACANT�d LAND USE:VALANT� L I IV ZONE SI III V-,"'20 1/\E Ca_ z0NE:C2 . / cen bwor. you o;g RpFESSip \ PLANS PREPARED UNDER THE SUPEF Call, 9, ��,��� PROACTIVE y 0 c> No. 073987 OU ENGINEERING CONSULTANTS A = 200 South Main Street, Suite 300 1" 40' $y SQ Corona, CA 92882 (951)280-3300 STgj c1m Q 20 0 40 80 120 1-800-422-4133 EUGENE J. ABREGE R.C.E. #73997 3195 RED HILL AVENUE, LOFT F 3195 RED HILL AVENUE, LOFT F COSTA MESA, CA 92626 COSTA MESA, CA 92626 PHONE:(714) 754-4500 PHOPE:(714) 754-4500 LEGEND & ABBREVIATIONS 12 Fs45 1298.30 1300.0 - 1 PROPERTY BOUNDARY Fa FG - - PR RIGHT-OF-WAY 4pp-13'39"W 1110.5 TG 1263.0 FG 1306.2 - - PR LOT LINE FG EXISTING EASEMENT s ss-_ - EXTERIOR CL (EXISTING) -`^' - INTERIOR CL (PROPOSED) - CARPORT TR - TRACT EV - ELECTRIC VEHICLE _-f R/W - RIGHT OF WAY APN - ASSESSOR'S PARCEL NUMBER N:3 7-031 -,26' ',-:p7 -CJ6 -02511tAPI 7%- 1 10-0' 53 FS - FINISHED SURFACE SS - SANITARY SEWER IID USE:YACAINP LAND USE:vA CCL I]AT LAND USE:VACAI\IT EG - EXISTING GRADE DW - DOMESTIC WATER ZONE:C2 20111 :C2 ZOINF_;C2 CL - CENTERLINE SO - STORM DRAIN EX -EXISTING AC -ACRES PR - PROPOSED TE PREPARED: OCTOBER 31 , 2024 crit bwor. you o;9 RpFESS/ p PLANS PREPARED UNDER THE SUPERVISION 01 Calla 9, ��,��� PROACTIVE y D�0 c> No. C73987 ENGINEERING CONSULTANTS A 200 South Main Sheat, Suite 300 1" = 40' $y SQ Corona, CA 92882 (951)280-3300 STgj CIVIC Q 20 0 40 80 120 1-800-422-4133 P Q C�P EUGENE J. ABREGO R.C.E. #73997 3 MAP NO. 38512 I DEXTER AVE. EX. GROUND 10' PUBLIC R/W TOP ti' I PR. C&G BASIN BOT PR. GROUND =1279.0 SECTION A -A T, APN:377-090-008 MAP NO. 38512 EX. GROUND 1 1 MAX TOP 4:1 BASIN BOT =1 0.0 SECTION E -E d APN:377-090-012 MAP NO. 38512 EX. GROUND LOT LINE 2: 1 MAX 3' V -DITCH PAD=1311.4 SECTION I -I 3 K MAP NO. 38512 I DEXTER AVE i PUBLIC R/W PAD=1302.63 EX. GROUND I'^ PR. GROUND PR. C&G THIRD ST. I MAP NO. 38512 PUBLIC R/W ' EX. GROUND i BL�1G. 8 I PAD= 288.3 PR. C&G PR. GROUND K THIRD ST. I MAP NO. 38512 PUBLIC R/W ' 2'r EX. GROUND PR. GROUND BENCH D 10' LD PR. C&' -G - '- BG. 1 PAD=1288.3 J a APN:377-090-008 MAP NO. 38512 LOT LINE COMBO PERIMETER WALL 2 & RETAINING WALL BENCH (6.5' MAX RETAINING) PAD=1296.7 2: 1 EX. GROUND 3' V -DITCH SECTION F -F 3 LY MAP NO. 38512 I SECOND ST. LOT LINE I PUBLIC R/W 2' PAD=1309.9 IBENCHEX. GROUND COMBO PERIMETER WALL i \ & RETAINING WALL (3.2' MAX RETAINING) 2:1 PR. GROUND PR. C&G SECTION J -J 3 K MAP NO. 38512 ! DEXTER AVE. i PUBLIC R/W 2' EX. GROUND- BENCH GROUND PAD=1306.04 I PR. C&G 60' EX. GROUND PRIVATE DRIVEWAY _ _ RETAINING WALL (5.7' MAX) RETAINING WALL 1.0� (8.3' MAX) P -I' 6.04 PR. GROUND PAD=1302.59 PR. C&G PR. CURB SECTION P -P SECTION C -C APN: 377-090-012 MAP NO. 38512 EX. GROUND 2' LOT LINE 2: 1 MAXPAD=1312.3 3' V -DITCH 81 APN:377-090-008 MAP NO. 38512 2 BENCH RETAINING WALL EX. GROUND 6.5' MAX 2:1 MAX PR. GROUND SECTION D -D a APN:377-090-012 MAP NO. 38512 LOT LINE 2' EX. GROUND BENCH FPAD=1312.6 2:1 MAX 3' V -DITCH SECTION Q -Q SECTION H -H 3 K MAP NO. 38512 SECOND ST. LOT LINE I PUBLIC R/W 2' BENCH PAD= 1309.9 --,-EX. GROUND 2 1 I PR. GROUND PR. C&G SECTION K -K 3 K MAP NO. 38512 SECOND ST. i PUBLIC R/W EX. GROUND _ TOP _ PR. GROUND `N' I PR. C&G BASIN T 1293.5 SECTION L -L K MAP NO. 38512 DEXTER AVE. i PUBLIC R/W ROU EX. GND-7- PR. GROUND I MAP NO. 38512 I DEXTER AVE. i PUBLIC R/W 2' EX. GROUND I BENCH Yt' PAD=1302.59 PR. GROUND PR. C&G SECTION Q -Q � a MAP NO. 38512 I DEXTER AVE. ' PUBLIC R/W 5' 10' I 5 r PAD=1292.48 290.5 r WALK I 1290.5 TOP I TOP PAD= 1288.5 MAX BASIN BOT I RETAINING WALL BASIN 1284.0 I BENCH (6.2' MAX) 1284.0 PR. GROUND PR. C&G SECTION S -S SECTION T -T SECTION 0-0 3 K MAP N0. 38512 DEXTER AVE. i PUBLIC R/W 2' EX. GROUND BENCH ^, I PR. GROUND PAD=1292.48 I PR. C&G SECTION R -R DATE PREPARED: OCTOBER 31,2024 1320 1310 1300 1290 1280 15+i 15+00 N46° 13" a APN:377-090-008 MAP NO. 38512 MAP NO. 38512 I DEXTER AVE. PUBLIC R/W 7' 41' 16' 10' 82' 24' 10' 82' 11' 50' 12' 82' 10' 24' 82' 10' 60' 11I BUILDING 1 BUILDING 4 CLUBHOUSE BUILDING 5 BUILDING 8 1^ RETAINING WALL _ ' 6.5' MAX I 34' � �10' 24' I 2.3% 7GARAGE'SLOPE 0% \ BLDG. 4 'i BLDG. 1 ` -BLD�4 PAD=1289.4 Bim. 5 BLDG. 8 3' RIBBON-]PAD=288.3 PAD=1288. PAO=1287 9 PAD=1288.3 GUTTER 1.8% RETAINING WALL VARIES GARAGE SLOPE VARIES \ GARAGE SLOPE VARIES 0.5% 2.0% GARAGE SLOPE VARIES 5.3' MAX 0.5% - 2.0% 0�5% - 2.0% 2:1 MAX 0.5% - 2.0$ — 3' RIBBON GUTTER SECTION U -U 17+00 18+00 19+00 20+00 1" = 40' 20 0 40 80 120 cell bwor. yon 0;9 Call 0 �s� 1-800-422-4133 21+00 22+00 DEXTER AVENUE VERTICAL SIGHT DISTANCE - DEXTER AVE AT THE DEXTER VILLAGE SINGLE FAMILY & TOWNHOME SITE 23+00 24+00 1 320 1310 1300 1290 1280 25+00 DATE PREPARED: OCTOBER 31,2024 IU Et PKU ItOItU 1N PLACE111111 >r X. PA I IYL /i-----------_---------------�---_--- sAsN FO Ill LEGEND OFFSITE _ , = PROPOSED DOMESTIC WATER II i I FLOWS - �I PROPOSED SEWER I III PROPOSED STORM DRAIN " ° PROPOSED STORM DRAIN 1 I +L MP UNDERDRAIN p30q 8288.40 -�-� C=� n n n n n n n n n n n n n n I'I I) � X. TRANSMISSION POLE I PR LOT R (N0. 4765326E)NE /TO BE PROTECTED IN PLACE ss ss ss ss N SS SS S O S 5C S —n DW 0 D 0 D DW DM D OW , I R R 411\ I I I I 9 � 1J �lxy'pp MYxM �Fw �l �Ev �/�I"� 1 1I I / / 11 / I 1/ 1 I V TER NTnv v v v v vv v v v v v v v u v v v v v v v v v v Ei v 1 v p p vu \v/ ° p 1111 " PAD=1288.10 PAD=1288.00 A c ] A " I II D I ,I Ie , o 00 " " - .LL (I ITY E EN ��+ 1' 2 18' ) VC EY ER ,�SION POLE -- 00EX. TRANSMIS) -Jill� ® NO.4765327E :{ TO BE PROTECTED IN PLACE LL 6'c ] W i w o" I`-- ---- ---- - ------ C C ' c ] DO _..J w ®0 C - icn " PAD= 1287.90 119 1 PAD= 1288.00 C S? a Illill I 1e �• n n n n n n n n n n nnnnnnnnnnnnnn 1 r.,_j �yyyi y y s . s S�� D in " p] 0 DW (V W D Q IV IV I LA D a ss ss ss ss ss ss ss ss s ss EX. TRANSMISSION POLE Dw DW Dw D D D � mN III Y�! (NO.4765328E) n TO BE PROTECTED IN PLACE II I C C 3 0 V V vPAD=1288.301 "v 59 v u V PAD= 288.50 V V v v t VTI BLDG. 8 OMESTIC WATER VMWD �� EX. TRANSMISSION POLE IORETENTON DETENTIO " 1 1 (NO.4765330E) TJ PIN ` II UNDERGROUND] E TO BE PROTECTED IN PLACE - li BIOTREATMENT] �2_ ] I[ U RGROUND DETENTION I I ] C] [ EX. PP (Ni) AND I-�Y/--- -1 I - COMM.DOWN RISER '_ - ,� I r. TO BE RELOCATED UNDERGROUND I� BY OTHERS Il � � _- � I ___ 1�I �-{ _ EX. PP (NO.2339886)El IOLE- ] C (N0.458 0936E) \f\ `�\-�_ TO BE RELOCATED -- -----i UNDERGROUND_ BY OTHERS EXISTING 15" PVC SEWER(EVMWD) / — _ — — _ _ _ _ _ _ _ _ _ - /I 0 �-1�(E�-1DA-------------------------- -- ---- ------ ---------------�- EXISTING 24" DI ss S !s�ss ss ss ss ss ss ss s s ss—ss TRANSMISSION WATER MAIN �pFR CHFF1� _ - - (EVWMD) - - - - - - - - - - I PP 15 8E OFFS R SHEET 11 (EVMWD) DEXTER AVENUE TO BE RELOCATED EXISTING 96" RCP- - UNDERGROUND BY HERS STORM DRAIN (RCFCD) I I ! DATE PREPARED: OCTOBER 31,2024 cell bwor• you oba PLANS PREPARED SCALE: 1"=40 CITY OF LAKE ELS I NORE SHEET NO. «....... (w�/'�_T V QµoFEssipN9/ UNDER THE SUPERVISION OF. .,,. CiBll°,a PROACTIVE I 1 I � ���oG�E J. g9,pF cy DESIGN: CT � J c D No. C73987 m DRAWN: RGG DEXTER VILLAGE 40 20 D 40 80 OLJ ENGINEERING CONSULTANTS A 9 OF 15 v 200 South Main Sheet, Suite 300 $y CHECKED: EA 1" = 40' sO Corona, CA 92882 (951) 280-3300 s, c1m �p ONSITE UTILITIES SCALE: 1"=40' 20 0 40 80 120 °° qjF A��f� APPROVED: pE C 1-800-422-4133 EUGENE ABREGD DATE CONCEPTUAL WET UTILITIES PLAN PROJECT No. R.C.E. #733 987 40 20 0 40 80 SCALE: 1"=40' 1" 40' 20 0 40 80 120 Call before you Dag Call 0 �J� 1-800-422-4133 LEGEND OPOSED DOMESTIC WATER OPOSED SEWER OPOSED STORM DRAIN OPOSED STORM DRAIN DERDRAIN DATE PREPARED: OCTOBER 31,2024 18" 10 11 12 PROPOSED FINISHED qRADE ® DEXTER AVENUE CE 13 14 EXISTING GRADE I ® DEXTER AVENUE PROPOSED 8" RCP STORM DRAIN 15 16 17 PROPOSED 8" PVC SEWER 18 TRANSMISSION WATER MAIN 19 20 CD 0 0 N W Z J U o Q W W In 7) W Z W W In EX. PP (N0.4668635E) AND DOWN RISERI I j o \ �Yi----,1'I — U !n c ]PPR.P !� ]COMM. BE RELOCATED ] ] ] [ OTO UNDERGROUNDBY OTHERS EXISTING 15" PVC — \ PAVI II II I .2339886) 11 OPOSED LO>j I -- � INO' Q (352 !n ] [ I t O SEWER(EVMWD) I\ 0 B 'R LOCATED —_ _____ i TOB RELO ] [ (VUNDE RISER POLE ___P OUN OTHERS R GUTTER Z WEX. (NO 45870936E) T EXISTING 24" DI TRANSMISSION WATER MAIN 1 �"PVc- SE _� ----------�—� = o' 0 D 8 PVC SEWER EVMWD _________ —__ _ V ~ EVWMD — ( )� JOIN EXISTING 5� _ ss ss ss ss — o s-�3-ss ss s ss EXISTING ss ss— ss 8" PVC DOME WATER EVM WD sem— �S ) sg�ss ss �� ss EXISTING GAS(THE GAS COMPANY) 4�ss ss s� Q W 24" DI TRANSMISSION — _ — ^ — — — _ — — — — — — —• — — — — — — — _ WATER MAIN(EVMWD _ tO n W Tn • EXISTING 30" N'G PROPOSED 78" RCP STORM DRAIN (RCFCD) PROPOSED 30" DI R EXISTING EP Z W W !n TRANSMISSION WATER MAII N EX. R/W� TRANSMISSION WATER MAIN(EVMWD) Q (EVMWD) EXISTING 96" RCP EXISTING 15" PVC w STORM DRAIN I I SEWER(EVMWD) W (RCFCD) II : JOIN EXISTING 78" RCP STORM DRAIN(RCFCD) H X W DEXTER AVENUE 0 PROFILE SCALE HORIZ. 1° = 40' VERT. 1 ° = 4' DATE PREPARED: OCTOBER 31 2024 ®" Y`" �a9 �°"`E'1"=40'CITY OF LAKE ELS I NORE STET "° _ OFESSip PLANS PREPARED FR Nq� UNDER THE SUPERVISION OF. ^CB���e lYu (w�/�_ DESIGN: CT � PROACTIVE 2 � No. C73987� m DRAWN: RGG DEXTER VILLAGE V0 ENGINEERING CONSULTANTS A 11 OF 15 a 200 South Main Street, Suite 300 CHECKED: EA - 1" = 40' So Corona, CA 92882 (951) 280-3300APPROVED: OFFSITE UTILITIES JTq CIVR �P 20 0 40 80 120 I-800-422-4133 CAUE EUGENE J. ABREGO DATE DEXTER AVENUE - 1 0+00 TO 20+ 00 PROJECT NO. R.C.E. 1t739B7 0 0 0 N W Z J = O U Q ~ W W cn W Z W W (n Q ry W 1-- x X W 0 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 20 21 22 23 24 25 26 27 2ND STREET SEE SHEET 12 DEXTER AVENUE can 1—f— y ou �a9 SCALE: 1 ESSiplq UNDER PREPARED OF, � Call ea (v PROACTIVE ������ � � �.� ��_ DESIGN: CT �J c 0 G No. C73987 DRAWW RGG 0 ENGINEERING CONSULTANTS A 1 " = 40' 200 South Main Street,) 280 300 CHECKED: EA AQ Carona, CA 92882 (951)280-3300 STgT CIVIV P APPROVED: 20 0 40 8C 120 I-800-422-4133 f CAS - EUGENE J. ABREGO DATE R.C.E. Y729R7 DATE PREPARED: OCTOBER 31,2024 CITY OF LAKE ELS I NORE SHEET NO. DEXTER VILLAGE 12 OF 15 OFFSITE UTILITIES DEXTER AVENUE - 20+00 TO 26+76.95 PROJECT N0. 10 11 12 DEXTER AVENUE SEE SHEET 11 I I � TN — 1 — — — _ — — — _ — L — � —T— p N PROPOSED 8" PVC WAT Ocen befog• you oa9 Call 0 ENO/ R/ 11GINEERING TVE " - 40' 200 South Main Street, Suite 300 1 ��Q Corona, CA 92882 (951) 280-3300 20 0 40 80 120 1-800-422-4133 FINISHED 13 14 WATER 15 Iry _ _ — T — IL � r,r, � � �� I �. � �� � �� � ❑ Il 11 � 1111 "" 1111 ❑ 1111 -- v v v v— °_ v v v v— v v —v v-- v v--— v v PROP. R/W EX. R/W ------------------------ -------------------- = EXISTING CURB & GUTTER 2ND STREET pgOFESS/ p^, PLANS PREPARED SCALE: 1"=40' o q� UNDER THE SUPERVISION DFS DESIGN: CT � J c w No. C73987 m DRAWN: RGG A 7 CHECKED: EA qlt- OF Cp`vE� APPROVED: EUGENEJ. ABREGO DATE R.C.E. it739B7 17 PROFILE SCALE HORIZ. 1° = 40' VERT. 1 ° = 4' DATE PREPARED: OCTOBER 31 2024 CITY OF LAKE ELS I NORE SHEET NO. DEXTER VILLAGE 13 OF 15 OFFSITE UTILITIES 2ND STREET - 10+00 TO 16+61.41 PROJECT NO. LEGEND MAINTAINED BY DPRIVATE STREET PROPERTY OWNER/MANAGER RECREATIONAL AREA, OPEN SPACE, WQ BASIN PROPERTY OWNER/MANAGER LANDSCAPING PROPERTY OWNER/MANAGER DPUBLIC STREET AND SIDEWALK LAKE ELSINORE STREET MAINTENANCE DIVISION BASIN RIVERSIDE COUNTY FLOOD CONTROL DISTRICT 78" STORM DRAIN RIVERSIDE COUNTY FLOOD CONTROL DISTRICT QUANTITY: 477,145 SF 719,395 SF 11,932 SF 95,144 SF 38,597 SF 1,173 LF NOTED 1. ALL SEWER/WATER STRUCTURES TO BE OPERATED AND MAINTAINED BY ELSINORE VALLEY MUNICIPAL WATER DISTRICT. 2. STORM DRAIN WITHIN PRIVATE STREETS TO BE MAINTAINED BY HOMEOWNERS ASSOCIATIONS. 3. STORM DRAIN WITHIN COMMERCIAL MIXED USE SITE TO BE MAINTAINED BY OWNERS. CNY/V N� Y PG� SITE AREA J l VICINITY MAP N.T.S. 1 " = 60, 30 0 60 120 180 cell b f... You ow Call 0 e� 1-800-422-4133 DATE PREPARED: OCTOBER 31,2024