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HomeMy WebLinkAboutPA 2021-38 Approved TTM 38271 City of Lake Elsinore PROJECT LOCATION City of Lake Elsinore City Council Approval o�9 Planning Commission Approval March 28,2023 March 7,2023 '�,�Q 'os + � +•� yr r.'� lz By, C.geer�,PLaw �wg DtvCstow I x, - - �� 1 By: K..g68ru�,P6al DCvCssovu T. �I I I II I b (VACANT) - o (EXI ING) X ❑ ,� I GENERAL COMMERCIAL - o HIGH DENSITY RESIDENTIAL „_, s EXISTING ZONING:CP- MMERC PARK { L IAA + p k EXISTING ZONING: MC-MOBILE HOME COMMUNITY x ❑ N, K0 + 1 { L , mo + z J �� I� o 5w , + x 9 EXIS NG OJECT -- -- m I 1 BO NDARI +s � �X I id R/W ,�g r 33 32 ,2 29 28 25 2 21 2 17 16 .:. 2 9 08?� � 09 -- � --PROP R/W I ' LLI I ibl I 0 w4 P 14.3 `i 31b 141 , PAD= PAD= 31 5 PAl`� C 13 3.8 1 - 6 3! 1 3Y ----PAQ __PAD=_ 13 2.1 -I-9 PA = � 13 1.1 PAD= PAD 13 9. �� 0 I J., J O •� ' 8 7 -9 1 � � ► R u _ � 9 , 3 + 4� - PAD= PAD 1AD- PAD - ° PAD-_ PAD- Q U 1314. 1313.5 _1 1313.3 1313.8 I. 1313.E 1313.7 1 1 .5 1313.5 1 .3Y-r- _J 1312.9 - -{ 1311.9 'f I_ -.13309_,�y�309:� 7- _ P_31 -- -- __ - - - I- I O f J - - - 1 t Al- - o F - - - - - ILL m + L- v - - - _ _ _ _ _ - - _ - o _ _ '� `h• � 3 W I - PAD= 2 %PAD _ PAD= '�PAD- PAD- PAD= D PAD- o PAD- PAD- _PAD- 2 i D- o PAD- '�PAD- PAD= O W 2 �`�'; .3 i. 11 ,-* 1 1 1$�S 1312.9 I AS E O.� 1313.2 2 11 1 273.0 1 216. --I 2 11 ,? 1 1 1 �/ 1912.7 ' 1310 J, O i� 1O A TMPE O . 131 10310.3 ° 1 E 01308.9 i III'I °� w Q •: ',�, ,., 3 31 23 22 2' 18 2 -I-' 15 14 ' 11 , 10 2' 07 + O6 B I Q 3 PAD- PAD-4D `), I 2 I �I I D E E, A NT LINE 1 2 ' o H Z G PAD= PAD= I --- - ----- L - - - - ---�-�' -- - L -L- - - � u -- =�- 1 ------- - O Y 1 I z c) _ v VICINITY MAP „SS + J Q III U U W - - --- SD ' DD PROPOSED 13� o I o _> 1 c 1s vcP cRAWTr Z O r7 W^ , __ ___ ___" ___ , ___ OP UR __ ___ __ ___ W �,T__ 9 6 _ a M SERNCE (Y Z J PAD= PADl r 2 r r r C EASE ENT LINE C C BIO-DL �3 I OWOED rEN.MW.D. .7 1312. 4 PAD= PAD= IASE 12-2)-PA �DPAD- 2 PA PAD11 PAD- PAD PAD- PAD 1 T1�P. PAD= PADS 2 P `� �� O O PROPOSED MAINTENANCE PLAN: -- - - -- 1 133 Q �c �_ �?� D ' A © 0 o ASE E x +c� ��..- z _ � � - 12.E 1312.4 2 © , r {-y p I '= J W � - 'max i JI ,� ° ). 1 + � �f 1309'I Z FUTURE HOME OWNERS'S ASSOCIATION OR PROPERTY MANAGEMENT 1310.E 1311.8, 13 6 1310.8 1310.E 1310.9 1310.7 1309.§? 1309.7 1309. d' _ Q ❑ .+ fv� 2, 1 i... _ W COMPANY HIRED BY OWNER TO MAINTAIN THE FOLLOWING. EXISTING 12'DIP DOMESTIC Z (n H W -- ---- 131 1 2 +x -I-�s PAD= E 2 .� 1 _ _ _ WATER MAIN.SERMCE _ <; o B I PROWOm BY E.v.M.wO. X • PRIVATE STREETS W 4P D PAD "B - COMMON, PAD- -13 2 - PAD- PAD= , PAD- PAD= �,1FAD- PAD- `PAD= I_ •1 PAD= �,9 - �` '' - 1310.0 1310.2 13112 13 2 13 2 3 3 13 3 _ o = g I�I ILL • ONSITEFACILITIES . . T-.C; SPACE + •1 1309.3 1309.1 1309.1 1308.9 - -Y - IHw L- 1 - - - - 10 99 ® 91 I "REC _ 8"DW a W ": - - • ONSITE AND COMMON LANDSCAPE AREA 2. 1311.0 1310.2 1310.0 , 1310.3 1310 13 .5 1312.2 ,r _ 136 13 126 123 118 115 110 10 2' 18' ,, OPEN � © 0 � � � +� � � U _ - - - - � - _ CENTER 1.0% D x„� 2"L 07 STREJEG • LANDSCAPING WITHIN THE RIGHT OF WAY FRONTING THE PROPERTY Z W PAD- PAD= I M I - Kt�I • PUBLIC AND PRIVATE WALLS AND FENCES 46 ,> 45 1311.7 13 130 %� 27 1 � + x � � �• I © t'� © �-.119 114 N1 106 103 98 95 90 1308.3 la 8 SS I r- ' o PAD= PA 6 K • FLOW CONTROL AND DRAINAGE STRUCTURES x Z Q_' 1 f 1308.2 1308.2 T308.2 1�092 1309.4 1 1309.4 1309.0 1309.0 1308.8 1309.2 1 1309.2 1309., 1308.0, 1308. 130$.2 1308.2, 1308. 1 1308.0 (._ unoSroRMDNO - - PAD- PAD= PAD- PRorosEO - • WATER QUALITY BASINS AND WATER QUALITY FEATURES 1311.0 ' 3 0.7 PAD- PAb- PAD- PAD= PAb. PAD- PADS PAD- PAD _ .- W Q '^ � _ - _._ WATER 1 EX.8 PVC SSI Q h y -, = _ _, _ N DE ENnoN 'Z o -- -♦' AD PAD P PAD= PAD= " PAD- PAD- I 2 o cW V _ w _.. OPOSI:D GRAVITY SEWER O ,_, 1 PAO- PAD- PAD= PAD= ,. _ DRAIN INTO E.V.M.WD % 6 °6 _ ,.� 131 GB- - - 1307.E 2' 1307.6 - .x 130. 1308.8 1308.4 1308.2�0 1308.6 1 " T ---- a 1 ' 9 1308.4 iPAl 2' 1307.E PAD= 13D- PUBLIC SEWER MAIN I PAD= + N- � � T - - J 1 7. I 9�30T5� -24" RCP S I I I +v 0 N 140 AD- PAD- 139 138 SASE E -- 120 2 ' 1 113 +6� 11 2 ' 10 I 104 EASE E ? 97 96 2' gg ----- �XIU SO T0� I � ,� SUBDIVISION LOT SUMMARY: 1 - 2 ------ �ASEMENT LINE o -0 - - --- --- --- --- + - ,ew BE REMOVED 0� 3TI I 0 -0-. d r 1310.8 1310.5 ❑ a a P0�0 A OW:' E STING O W (� a7 AD= PAD=48 L- 309.1 1308.5 Q 1 T>+R -(�' 028 2 , Li- ROP CUR L J L - JI J L--. " O J a O "`J PR'DL ,,, PAD- O LOT 1: AREA(SF) AREA(AC) - __ - Z SS SS S7 1307.2 DI ATIO ROW I S CONDOMINIUM DEVELOPMENT LOT 448,235 SF 10.29 AC X N Z - - - - - - rn --_ D 0 - - _ EXISTING RIGHT OF WAY 12,51E SF 0.29 AC W X O 50 49 13 DW o ROP CUR P�DP�/Y1L DOp RIGHT OF WAY DEDICATION 12,543 SF 0.29 AC --- N a B 59 ME- s6 - -- 67 70 71 is 75 2' 7a-- -- 7s Bz e3 o , W Z SITE AREA 423,17E SF 9.71 AC w AD- ,PAD- s- - ------ __ _ _ __ _ __ _ _ 8 2 1310.4 10.1 I F`- 1 \ + ® + ' S5 ASE E 5 EASEMENT LINE O Do 2 D O O O O O Bs o W Q PRIVATE STREET RECIPROCAL ACCESS -- ----J - 1-TYP.. _ -.I'-`---------_� --.. 62 63 `? O •-g, O �° i �' �' - �� PAD= PAD= 1 _I- PAD= PAD= I PAD= PAD= PAD= PADS-'� I PAD- PAD= 1 I PAD- PAD- 1 - 1 PAD= PAD= I 1 PAb=` P 1 PAD= 1309.9 1307.2 1 1307.4 1307.3 1307.5 1308.5 1308.3 1307.2 1307.4 1307.4 1307.2 1307.2 1307.4 1 7.4 1307.2' 30- 1305.9 I I F'- Z U UTILITY AND DRAINAGE EASEMENTS 139,964 SF 3.21 AC o y ^ & w,� I Z U COMMON AREA OPEN SPACE 37,474 SF 0.86 AC - �� <' - - - - I Q 0 U W NET SITE AREA 2' --_ 2' s U 245,738 SF 5.64 AC 51 0 1 1310.2+ a 1307.5 1 13 1307.7 1307.E 13 .8 1 1307.8 1308.8 13 8.8 130= 13U7.@ 13 .7 PAD=7 130.7 1 13 .7 1307.5 1307.5'�3T'�P 7 1307.7 1307.7 13 .7 1307.5 130b.8 13 1305.E N I 11 � z' O SAD- PAD- 110.2 E E _-- - „ 31" 1310.3+��` 53 56 +c? 57 60 -�69 64 - � 68 69 I 72 +-� 73 76 - 77 / U ., ° 1 80 81 °� 84 86 11 >. 1; O VINYL �1 D�4.5D� +S +"cS' +', � j I 00 N z PROPOSED PHASING: ® EXISTING PROJECT °,❑ U (EXISTING) Z G` +'8 a N ? (n SINGLE PHASE CONSTRUCTION BOUNDARY �o NEI H ORHOOD COMMERCIAL 4 +' o x m x x -II. R A. OFFSITE IMPROVEMENTS WITHIN LAKESHORE DRIVE +�l X x x EXISTING ZONING:CN I} W B. ROUGH GRADING x x - (EXISTING)' o ( ID C. ONSITE&OFFSITE UTILITIES DETACHED RESIDENTIAL X X +� - °�� �x D. PRECISE GRADING ©I EXISTING ZONING: DR X o � F. BUILDING CONSTRUCTION r o o �° ----- -- - -- " ---- -- - - D ° - --� ----� 90 Oo �� I 1 °�1 A + � �+� F. SITEWORK&LANDSCAPING ASSESSOR PARCELS NUMBERS: 379-230-001 and 379-230-002 R/W 60'PROPOSED R LEGAL DESCRIPTION ENGNEER'S NOTES (3 LANES) ELECTRIC 30'EXISTING R W 40'EXISTING R/W R R REAL PROPERTY IN THE CITY OF LAKE ELSINORE,COUNTY OF RIVERSIDE,STATE OF CAUFORNIA,DESCRIB\ED AS FOLLOWS: 1. ALL GUTTER FLOWLINE SLOPES SHALL BE 0.5%MINIMUM SLOPE AND DRAIN AS NOTED. SOUTHERN CALIFORNIA EDISON 12' PARCEL 1: (Al PORTION OF 379-230-001) 2. ALL PROPOSED CURB FACES SHALL BE 6"TALL PER CITY STANDARDS. VAR.14'TO 24 EXIST. 18' THAT PORTION OF LOT 11 IN BLOCK"B"OF RANCHO LA LAGUNA SUBDIVISION,IN THE CITY OF LAKE ELSINORE,COUNTY OF RIVERSIDE,STATE OF CALIFORNIA, 3, CURB ELEVATIONS HAVE BEEN OMITTED FOR CLARITY BUT SHALL BE 6" ABOVE THE FINISHED 32815 FREESIA WAY PVMT.TO BE REMOVED EXIST.PAVEMENT 4' 26' AS SHOWN BY MAP ON FILE IN BOOK 8,PAGE 377,OF MAPS,SAN DIEGO COUNTY RECORDS,DESCRIBED AS FOLLOWS: 6' 'MI 5'MIN. SURFACE OR GUTTER FLOWLINE AS NOTED ON THE PLAN. TEMECULA,CA 92592 I I WALK 4. ALL FINISHED GRADES SHALL GRADE TO DRAIN AT 1%MINIMUM. VARIES WALK 2,0%, 2�_O% COMMENCING AT THE INTERSECTION OF THE SOUTHWESTERLY LINE OF RICE STREET,AS SHOWN ON SAID MAP,AND THE SOUTHEASTERLY LINE OF AWS LEGEND �.0% VARIES% _20% _ -� 2% STREET,AS SHOWN BY MAP OF ORANGE BLOSSOM TRACT ON FILE IN BOOK 12,PAGE 82 OF MAPS,RIVERSIDE COUNTY RECORDS; THENCE SOUTH 36'55'30" 5. ALL BLOCK WALL/RETAINING WALLS SHOWN SHALL HAVE A FOOTING DEPTH OF 6" BELOW THE GAS 4'WIDE • " TYPE"6A°CURB WEST ON THE SOUTHEASTERLY LINE OF AWS STREET,1043.73 FEET,MORE OR LESS,TO A POINT ON THE SOUTHERLY UNE OF SAID LOT 11; THENCE SOUTH LOWEST ADJACENT FINISHED SURFACE OR FINISHED GROUND AS NOTED ON THE PLAN. SOUTHERN CALIFORNIA - SIDEWALK PER CITY OF LAKE PROJECT BOUNDARY 53'04'30"EAST,ON THE SOUTHWESTERLY UNE OF SAID LOT 208.50 FEET,FOR THE TRUE POINT OF BEGINNING; THENCE SOUTH 53'04'30"EAST 104.25 6'WIDE SIDEWALK -' ELSINORE STD.202 B. ONSITE SANITARY SEWER LINE SHALL BE 8"PVC SDR-35 PIPE. GAS COMPANY °A.C.INED A.B.((MIN.)TO BE TYPE"6"OF L k WTTER 'ERMINE A.B.(MIN.)TO BE FEET; THENCE NORTH 36'55'30"EAST 1043.73 FEET,MORE OR LESS,70 THE SOUTHWESTERLY UNE OF RICE STREET; THENCE NORTH 53'04'30"WEST,ON 6°TYPE°A-8'CURB DETERMINED BY SiXLS ENGINEER PER CITY OF.2G DETERMINED BY SOILS ENGINEER SAID SOUTHEASTERLY LINE OF RICE STREET,104.25 FEET; THENCE SOUTH 36-55-30"WEST 1043.73 FEET,MORE OR LESS TO THE SOUTHWESTERLY UNE OF 7 SANITARY SEWER SYSTEM SHALL BE GRAVITY FLOW DISCHARGED INTO PUBLIC LINE OPERATED BY EVMWD. 25620 JEFFERSON AVE. -- RIGHT OF WAY PER CDuBTr ar ELSINORE STD.2oO SAID LOT 11,THE TRUE POINT OF BEGINNING. B. ONSITE FIRE/DOMESTIC WATER MAIN SHALL BE 8" PVC C-900 PIPE. MURRIETA,CA 92562 MWRSIDE s1D.r101 9. EACH PROPOSED UNIT SHALL HAVE INDIVIDUAL METERS. SECTION A-A (LAKESHORE DR) SECTION D-D (TYP. STREET) ( ) 10. ONSITE GAS LINE SHALL BE 3"HOPE YELLOW GAS PIPE, NOT SHOWN FOR CLARITY. TOP & TOE OF SLOPE PARCEL 2: APN: PORTION OF 379-230-001 TELEPHONE/CABLE TELEVISION THAT PORTION OF LOT 11 IN BLOCK"B"OF RANCHO LA LAGUNA SUBDIVISION,IN THE CITY OF LAKE ELSINORE,COUNTY OF RIVERSIDE,STATE OF CALIFORNIA, 11. ON PRIVATE STORM DRAIN LINE SHALL BE AS NOTED. N.T.S NT S AS SHOWN BY MAP ON FILE IN BOOK 8,PAGE 377,OF MAPS,SAN DIEGO COUNTY RECORDS,DESCRIBED AS FOLLOWS: 12. ALL ONSITE STORMDRAIN PIPING SHALL BE DESIGNED TO CONVEY THE 100 YEAR STORM PEAK VERIZON/GTE-(800)483-1000 1250 PROPOSED CONTOUR FLOWRATES AND SHALL HAVE A MINIMUM SLOPE OF 0.35%. AT&T-(800)310-2355 36 22 5' COMMENCING AT THE INTERSECTION OF THE SOUTHWESTERLY LINE OF RICE STREET,AS SHOWN ON SAID MAP,AND THE SOUTHEASTERLY LINE OF AWS 13. PROPOSED INCREASE IN STORMWATER VOLUME AND RUNOFF SHALL BE MITIGATED BY AN ONSITE TIME WARNER-(888)354-9622 VA STREET,AS SHOWN BY MAP OF ORANGE BLOSSOM TRACT ON FILE IN BOOK 12,PAGE 82 OF MAPS,RIVERSIDE COUNTY RECORDS; THENCE SOUTH 36'55'30" 1250 EXISTING CONTOUR S-8, UNDRGROUND STORMWATER DETENTION SYSTEM WITH AN OUTLET STRUCTURE THAT TIES INTO THE 26'UTILITY EASEMENT WEST,ON THE SOUTHEASTERLY LINE OF ALUS STREET,1043.73 FEET,MORE OR LESS,TO THE SOUTHWESTERLY UNE OF SAID LOT 11; THENCE SOUTH 53'04' 3 5 f 30"EAST,ON SAID SOUTHWESTERLY LINE,104.25 FEET,FOR THE TRUE POINT OF BEGINNING; THENCE SOUTH 53'Oe 30"EAST,ON SAID SOUTHWESTERLY EXISTING 60"RCP STORM DRAIN. WATER&SEWER 2.0% 2.0% PAD=XXXX.X PAD ELEVATION ?% I 2% 3' 20' 3' LINE OF SAID LOT,104.25 FEET; THENCE NORTH 36'S5'30"EAST 1043.73 FEET,MORE OR LESS,TO THE SOUTHWESTERLY LINE OF SAID RICE STREET; 14. ONSITE UNDERGROUND STORMWATER DETENTION SYSTEM SHALL BE CONTECH, STORMTECH, OR ELSINORE VALLEY MUNICIPAL -- THENCE NORTH 53-04'30"WEST,ON SAID SOUTHWESTERLY UNE OF RICE STREET,104.25 FEET; THENCE SOUTH 36-55'30"WEST 1043.73 FEET,MORE OR ADS AND SHALL BE DESIGNED TO DETAIN THE DIFFERENTIAL VOLUME BETWEEN THE WATER DISTRICT(EVMWD) 29 5'WIDE SIDEWALK 2,p%, 2% 2�_0% LESS,TO THE SOUTHWESTERLY LINE OF SAID LOT 11,THE TRUE POINT OF BEGINNING. PRE-CONSTRUCTION AND POST-CONSTRUCTION 100 YEAR, 24 HOUR STORM EVENTS. 31315 CHANEY STREET SHEET FLOW RATE TYPE°6°CURB @ GUTTER °AC./6'A.B.(MIN.)TO BE TYPE°6°CURB 8 GUTTER 15. NO OFFSITE DRAINAGE AREAS ARE TRIBUTARY TO THE SITE. PER CITY LAKE DETERMINED BY SOILS ENGINEER PER CITY OF LAKE 0°SHED CURB PARCEL 3: (APN: PORTION OF 379-230-001) 16. ALL OPEN SPACE AND LANDSCAPE AREAS SHALL DRAIN AT 1%MINIMUM AND LANDSCAPE LAKE ELSINORE,CA 92530 ELSINORE STD.2DO ELSINORE STD.20D TYPE'C"RIX1ED CURB 'AC./6"A8(MIN.)TO BE THAT PORTION OF LOT 11 IN BLOCK"B"OF RANCHO LA LAGUNA SUBDIVISION IN THE CITY OF LAKE ELSINORE,COUNTY OF RIVERSIDE,STATE OF CAUFORNIA, ARCHITECT SHALL DESIGN A YARD DRAIN SYSTEM TO CONVEY NUISANCE WATER TO THE PRIVATE SECTION B-B (ENTRY) EPER LSINORE STD. DETERMINED BY SOILS ENGNEER AS SHOWN BY MAP ON FILE IN BOOK 8,PAGE 377,OF MAPS,SAN DIEGO COUNTY RECORDS,DESCRIBED AS FOLLOWS: STREETS AND/OR THE ONSITE STORM DRAIN NETWORK. YARD DRAINS ADJACENT TO PROPOSED STORMWATER STREET CENTERLINE BEGINNING AT THE INTERSECTION OF THE SOUTHWESTERLY UNE OF RICE STREET,AS SHOWN ON SAID MAP,AND THE SOUTHEASTERLY LINE OF ALUS STREET, BUILDINGS SHALL BE A MINIMUM OF 0.3'LOWER THAN THE ADJACENT BUILDING PAD ELEVATION. CITY OF LAKE ELSINORE N.TS 17. DEEPENED FOOTINGS SHALL BE PROVIDED AROUND BUILDING PERIMETERS WHERE THE ADJACENT AND RIVERSIDE COUNTY SECTION E-E (TYP. MOTOR COURT) ON THE SOSHOWN UTHEASTERLY LNEY MAP OF GOF ALLUSOSTREETT1043.73 FEET,ON FILE IN OMORE OROK 12, ALESS TO THE SOUTHWESTERLY GE 82 OF MAPS,RIVERSIDE OLINE OF UNTY SAIDLO THENCE1; THE CE SOUTH 553304'W30T FINISHED GRADES ARE HIGHER OR LOWER THAN THE BUILDING PAD ELEVATIONS. FLOOD CONTROL AND - - SWALE HIGH POINT ,.T S EAST,ON THE SOUTHWESTERLY LINE OF SAID LOT 104.25 FEET; THENCE NORTH 36'55'30"EAST 1043.73 FEET,MORE OR LESS,TO THE SOUTHWESTERLY 18. PLUMBER SHALL DESIGN ROOF DRAINAGE SYSTEM NTH GUTTER DOWNSPOUTS, DECK DRAIN WATER CONSERVATION FLOWLINE LINE OF RICE STREET; THENCE NORTH 53'04'30"WEST,ON SAID SOUTHWESTERLY LINE OF RICE STREET,104.25 FEET,TO THE POINT OF BEGINNING. SYSTEM AND PATIO DRAINAGE SYSTEM TO DRAIN INTO THE ADJACENT LANDSCAPE AND OPEN DISTRICT R R SPACE AREAS WHERE POSSIBLE. - - - - - 1995 MARKET ST. GRADE BREAK 22' 1 22' 5' PARCEL 4: (APN: 379-230-002) RIVERSIDE,CA 92501 THAT PORTION OF LOT 11 IN BLOCK"B"OF SUBDIVISIONS IN ELSINORE,AS SHOWN BY MAP ON FILE IN BOOK 8 PAGE 377 OF MAPS,RECORDS OF SAN DIEGO I 4 COUNTY,CALIFORNIA,DESCRIBED AS FOLLOWS: R R PUBLIC PARK DEDICATION WASTE MANAGEMENT -- -- PROPOSED STORM DRAIN COMMENCING AT THE INTERSECTION OF THE SOUTHWESTERLY LINE OF RICE STREET,AS SHOWN BY MAP OF ORANGE BLOSSOM TRACT,ON FILE IN BOOK 12 Cl 2.0% I 2%, 2% 2�_0% r- PAGE 82 OF MAPS,RECORDS OF RIVERSIDE COUNTY,CALIFORNIA; NO PUBLIC PARK DEDICATION IS PROPOSED AND IN LIEU FEES WILL BE PAID. 170E GOETZ RD. EXIST. 7' THENCE SOUTH 3655'30"WEST,ALONG THE SOUTHEASTERLY LINE OF ALLIS STREET,1043.73 FEET,MORE OR LESS,TO A POINT ON THE SOUTHWESTERLY -a V 5'WDE SIDEWALK BLOCK WALK LINE OF SAID LOT 11; PERRIS,CA 92570 HP HIGH POINT TYPE°6°CURB t GUTTER 'A.C./6-A.B.(MIN.)TO BE TYPE*6*CURB k GUTTER '� 'Ll THENCE SOUTH 53'04'30"EAST,ALONG THE SOUTHWESTERLY UNE OF SAID LOT 11.417 FEET TO THE POINT OF BEGINNING; LP LOW POINT PER CITY OF LNG DETERMINED BY SOILS ENGINEER PER CITY OF LAKE EXIST. GROUND' EX.GROUND PROP.GROUND THENCE NORTH 36-55'30"EAST,1043.73 FEET,MORE OR LESS,TO A POINT ON THE SOUTHWESTERLY UNE OF RICE STREET,147 FEET SOUTHEASTERLY,AS GRAPHIC SCALE GB GRADE BREAK ELSINORE STD.200 ELSINORE STD.2O0 y EX GROUV� ...T MEASURED ALONG SAID SOUTHWESTERLY UNE OF RICE STREET,FROM THE SOUTHEASTERLY UNE OF ALLIS STREET; THENCE NORTH 53'01'30"WEST,ALONG SECTION C-C (ENTRY) ---- THE SOUTHWESTERLY UNE OF RICE STREET,104.25 FEET; THENCE SOUTH 36'55'30"WEST,1043.73 FEET,MORE OR LESS,TO THE SOUTHWESTERLY UNE OF a I ao w w eo 76 CONDOMINIUM UNIT NO. PROP.PAD r--- SAID LOT 11; THENCE SOUTH 53-04'30"EAST,ALONG SAID SOUTHWESTERLY LINE,104.25 FEET TO THE POINT OF BEGINNING. 34 LOT NO. N.TS o SECTION F-F SECTION G-G ( IN FED) 11 N.TS NTS °�= 40 "' DATE OF FILING: 5/16/22 PREPARED BY: OWNER: SUBDIVIDER: SHEET QROTESSIoN/ WILSON MIKAMI LAKE ELSINORE LAKESHORE, LLC LAKE ELSINORE LAKESHORE, LLC TENTATIVE TRACT NO. 38271 y Im C t7 R PO RAT1 O N 1020 Second St.,Suite C 1020 Second St., Suite C W 9 CORPORATE PARK SUITE 100, IRVINE, CA 92606 Encinitas, CA 92024 Encinitas,CA 92024 10 ACRE PROPERTY - LAKESHORE DRIVE * No.49884 A T: 949-679-0090 1 F: 949-679-0091 949.632.3122 I CONSENT TO THE FlLII'" P I APPROVE THIS TEl FOR CONDOMINIUM PURPOSES"'" '""'-'"'- of ') 49884 9-30-22 REVISION DATE DESCRIPTION APPROVED CIVIL ENGINEER: SCOTT M.WILSON LICENSE NO. EXP.DATE I BRETT CROWDER volt BRETT CROWDER volt