Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Attachment 7 - TTM 38378
It CITY OF LAKE ELSINORE CITY OF WILDOMAR FUTURE IMPROVEMENTS R/W R/W EXISTING P/L 68,0'ROW R� PROJECT LOCATION I- 76.0'UTILITY EASEMENT �V 15.0' 46.0' 15.0' I R 60'EXISTING R 60'PROPOSED R W I FUTURE IMPROVEMENTS 6V - (3 LANES) (3 LANES) L 48.0' - I I EXISTING R VARIES 30'-55' I 6.0' 4.0'I 5.0' 20.0' 3.0'3.0, 20.0' S.0' 4.0' 6.0' 12' 12' I q PR. GROUND EX_GROUND �' 33'EXIST. PAVEMENT 17' 5.0' 5.0' 24.0' 24.0' 5.0' 5.0' �f h I 2.0% 2.0% I 2.0% 2.0% 6' 6'MIN. 18' 23' 7• 7 EXIST. PAVEMENT 41. 5' MIN. T VARIES 13' 0' o r" " r�N •'' n(. r r{,". o �M PR.IMPROVEMENTS. WALK o C- WALK VARIES TUT.MEDIAN 2 U% _�2.0% LEVEL LANE 2,09.E 2.0% g+ •. .�Ur4 n t WALK 4"A.C./6"A.B.(MIN.)TO BE WALK 2.0% _ r ) VINES VARIES% 2 09 2.0% " SECTION G-G V TYPE"A-6"C&G DETERMINED BY SOILS ENGINEER 6"TYPE"A-6"C&G � - - - _ K F� t . 6' PER CITY STD 200 tF tt PER CITY STD 200 "-")- y+•��,, • 4°A.C./6"A.B.(MIN.)TO BE 6°TYPE"A-6"C&G WALK �� RETAINING SECTION B-B PR.6'WIDE SIDEWALK / (MIN.) 6 TYPE"A 6 C&G DETERMINED BY SOILS ENGINEER PER CITY STD 200 �•" N.T.S AC.14 B. MIN. TO BE - 1 - PR.PAD PER PLAN PR.8'TYPE'A-6'CURB DETERMINED BY SOILS ENGINEER PER CITY STD 200 �T -; VI.CTQR{., 'j tEX GROUND (ENTRY STREET) RIVERSIDE"SSTD.1201 SECTION A-A (MISSION TRAIL) VICTORIAN LANE � B, ---- N.T.S. TYPICAL STREET qs L" C 76.0'UTILITY EASMENT ( ) r p. PR. PAD_ _ -j \_ CEMQN ST: �"I� I- FUTURE IMPROVEMENTS �a PER p7LANRETAINING SECTION H-H 15.0' 46.0' 15.0' N.T.S. .N yI� ~ ,} .a 2\ 1 6.0' 4.0' 5.0' 23.0' 23.0' 5.0' 4.0' 6.0' I N t,t �LTL' 30.0'GARAGE FACE TO GARAGE FACE _1 t'�. C- EX.GROUND �2.071 -0.0T 2.0% LEVEL:LINE 2.0% -0.07' ��� 48.0'UTILITY EASEMENT 1 i f1P SECTION F-F ---- WALKA.C./6- 1 i 24.0' I ' xt 40.0' I 5.7115' 5.0' 4"A.C.NE A.B.(THINS TO BE WALK � AC/A.B.PER - 6`TYPE"A-6"C&G DETERMINED BY SOILS ENGINEER 6"TYPE"A-6"C&G +C: i N.LS_ PER CITY STD 200 tt�+ (/''++FF PER CITY STD 200 4.0' 20.0' 20.0' 4.0' SOILS REPORT 2.0% "Y SECTION C-l.i DRIVEWAY DRIVEWAY 20% o"SHED CURB VICINITY MAP � r -- ( X A 12.0% 2.0% LEVEL LINE 2.0% 2%MIN. 20%MIN.X .ct+a ---J x watt, A (ENTRY STREET) 10%MAX. -'- 6 TYPE A-6"C&G a, N.T.S. -- n n cow v XI°( WALK PER CITY STD 200 SECTION E-E \, 6"TYPE'A-6"C&G 4"A.C./6"A.B. (MIN.) TELEPHONE/CABLE TELEVISION STORMWATER ASSESSOR PARCEL NUMBERS X °' PER CITY STD 200 TO BE DETERMINED BY coo a X ti Xo AD= Pq 7„S AtET�,�` SECTION ENGINE;; N 3 ( YP.MOTOR COURT) AT&T--((800)3 0-2355)483-1000 130 MAIN ST. 370-050-020 T TCITY OF LAKE f - 127 _ xm iv sn SUBDIVISION LOT SUMMARY TIME WARNER-888 354-9622 LAKE ELSINORE,CA 92530 370-050-032 STREET) w LOT 1: AREA(SF) AREA(AC) ELECTRIC WASTE MANAGEMENT GAS ? II 15 �f 12 ,g g \ \ /X/tO W CONDOMINIUM DEVELOPMENT LOT 749,850 17.21 SOUTHERN CALIFORNIA EDISON CR&R SOUTHERN CALIFORNIA GAS 0 N.T.S. a EXISTING RIGHT OF WAY 32815 FREESIA WAY 1706 GOETZ RD. COMPANY X X' RIGHT OF WAY DEDICATION 12,140 0.28 TEMECULA,CA 92592 PERRIS,CA 92570 25620 JEFFERSON AVE. NET SITE AREA" 737,610 16.93 MURRIETA,CA 92562 v J Xn�i WATER&SEWER `"NET SITE AREA INCLUDES COMMON OPEN SPACE,PRIVATE STREETS,AND EASEMENTS J� °U cn PER BELOW: WATER DI TRICVALLEY VMWD)AL Xcn N PUBLIC PARK DEDICATION WATER DISTRICT EVMWD x`n COMMON OPEN SPACE 53,924 1.24 31315 CHANEY STREET II 72 NO PUBLIC PARK DEDICATION IS PROPOSED AND IN UEU FEES WILL BE PAID. HAD �� � \ o� $1 x� � _ PRIVATE STREETS 228,647 5.25 LAKE ELSINORE,CA 92530 Z PAD_ PAD; ?Jy� �-`. x o EASEMENTS 228,647 5.25 I 7272.4 �D= 12721 PAD> °>v v�- x N 12J 4.0' D> ro w Xo u x 5 4 ° x� 6 ® J1.o P - - N x5 x� LEGEND AND ABBREVIATIONS 1 AD- Av PROPOSED PHASING PROJECT BOUNDARY FLOWLINE c vw, 2 III o � E 7271 8 / PAD; 7271.5 / PqD c \ w� \ N / X SINGLE PHASE CONSTRUCTION 1271 4 X 1277 D 4•D• ` _ icr Zbt7/>` X o } N A.OFFSITE IMPROVMENTS RIGHT OF WAY _______ FLOOD PLAIN LIMIT I� _ l 2 2J0,4 pq - / I WITHIN LAKESHORE DRIVE (EL 1265.8 NGVD88) v j 2g0 } B.ROUGH GRADING STREET CENTERUNE ro C.ONSITE&OFFSITE UTILITIES ASS- PROPOSED SEWER D.D.PRECISE GRADING A LOT NUMBER ^ II II 12I PqD': f o! N/ O 12J0.4 4.0' ® 126g \� Xw F.BUILDING CONSTRUCTION ® CONDOMINIUM UNIT NUMBER SD PROPOSED STORM DRAIN 727- ro PA P 12 W PROPOSED WATER AD_ / 6g.g N F.SITEWORK&LANDSCAPING PAD=1275.0 PAD ELEVATION D; 27 12J46 PA I 1 X,- PAD v' Av II r II I p6°1 h 0.2 �� p \ o SWALE HIGH POINT --Y-�(--- TOP AND TOE OF SLOPE �> III / x `� S •0 \ / ` _ X --'= '^ 1250 PROPOSED CONTOUR ------- GRADE BREAK 6'03.00"W �' EX EXISTING 0 rn AD O 126g.6 Pq _ � /- �® / �\ 1\ 1250 EXISTING CONTOUR 2 2.0 W ® 269.5 9.6=, X 1 IPA AD I P 23.42' 1 2% SHEEP FLOW RATE PR PROPOSED 1 N 0 2 ° E 12 0 I HAD; 126,9 I PACT �\ \1.0 \ ( W Q- 1 11 i 1 a; o II 7 PAD - ti h p �„ \21 P 111" - HP HIGH POINT as - 2 1271.0 © 694 D " m \\1 1 ® WATER OUAUIY UNIT LP LOW POINT X - 1\oJV Xc°io o/ 12694 12J0.2 4.0 � 72�� � � \11 �' 1\��L III PAD= PAD= 'I PAD PAD= ® PAD- N SS 2® \I ® 7' qQ_ 1 111 'z 1 1 GB GRADE BREAK D PAD11 127.9 12724 12719 1271.3 - - 1271.0 0 ® PAD= o ® A 1 695 / HAD_ 127o.4 PqD> 11 1 LEGAL DESCRIPTION U� II X �"IIIX © 0% 270.6 pqD W o� F 2Jo.o 12 .$ 4p V �111 - 1111 PARCEL 1 (AFN:370-050-019) WI _ SS PADD0.9 X _ X 6 1 03 p ®0 2A0PqD THAT PORTION OF LOT 1 OF AMENDED MAP OF A PORTION OF SEDOU TRACT NO.28,AS SHOWN BY MAP ON FILE IN BOOK 11 2I �° D 1 D IV l� 1 1 19,PAGE 37,OF MAPS,RECORDS OF RIVERSIDE COUNTY,GLFORNDy TOGETHER WITH THAT PORTION OF THE ATCHISON, AD- 1 70. a / / "o AD; / 2 / 127D 6 1277 1 --1 \ 1 TOPEKA AND SAMA FIE RAILWAY COMPANY RIGHT OF WAY PER DEED RECORDED APRIL 8,1921 IN BOOK 543,PAGE 259 OF N 111 1 DEEDS,RECORDS OF RIVERSIDE COUNTY,CALIFORNIA,AND TOGETHER WITH A PORTION OF SECTION 21 AND SECTION 22, AD= PAD= PAD= PAD= 27L0 -FL H D'1 PAD> A 1 1 -t' 1272.7 72.3 1271.7 1271.2 PAD - 1269.9 x o SS o ® �2,9Q PqD \\I �--! 11 A To 6 SOUTH,RANGE 4 WEST,SAN BERNARDINO BASE AND MERIDIAN,DESCRIBED AS FOLLOWS: N D ® \ cT! N\11 N 1�.• 1 1 COMMENCING AT THE INTERSECTION OF THE NORTHWESTERLY RIGHT OF WAY UNE OF CORYDON STREET 60.00 FEET WIDE AND 270.6 PAD= X o \ THE WESTERLY RIGHT OF WAY UNE OF MISSION TRAIL 60.00 FEET WIDE AS SHOWN ON RECORD OF SURVEY IN BOOK 19, O � � 1271.0 1271.1 -/-cn � / W / � cA�11 z 1 11 PAGE 25,RECORDS OF RIVERSIDE COUNTY,CALIFORNIA;THENCE ALONG SAID WESTERLY RIGHT OF WAY UNE OF MISSION TRAIL ® N N 11 NORTH 07 27'WEST 610.D0 FEET TO THE TRUE POINT OF BEGINNING;THENCE CONTINUING ALONG SAID RIGHT OF WAY UNE NORTH 07 27'WEST 420.00 FEET;THENCE SOUTH 87 33'WEST 603.30 FEET;THENCE SOUTH 11'03'36'WEST 431.95 v 4 40 0 �. PAD= �� D / 41 FEET TO A POINT ON A UNE PASSING THROUGH THE TRITE POINT OF BEGINNING RMING A BEARING OF NORTH 87 33'EAST; {{� I - © PqD l PPD' 'oI THENCE ALONG SAID NORTH 8T 33'EAST 704.21 FEET TO THE TRUE POINT OF BEGINNING.SAID LAND IS ALSO KNOWN AS T 5 m 1270.E 77 - 126g 4 / 127p 3 of a PARCEL 6 AS SHOWN BY MAP ON FILE IN BOOK 73,PAGE 44,OF RECORDS OF SURVEY,RECORDS OF RIVERSIDE COUNTY, 2.0° 5 PAD = PAD PAD= PAD - Z a 1269.J ® N I f II 1 CAUFORNW PURSUANT TO THAT CERTAIN CERTIFICATE OF COMPLIANCE,RECORDED DECEMBER 3,1984 AS INSTRUMENT NO. ), / S 0 11 1 258459 AND RERECORDED APRIL 22,1985 AS INSTRUMENT NO.85-83641 LAND REVISED MAY 15,1985 AS INSTRUMENT NO. 1269.4 1269.3 1268.8 1268.7 PAD; a a � J / 96 N 1'' 103581,ALL OF OFFICIAL RECORDS. PAD_ i �111� I) 1272.2 1. 1271.3 1270.7 1270.4 PA = - - - - - - X m- - LOT 1270.2 o11`T c,+ p 1� PARCEL 2: APN:370-050-020 X II - - J 1270.5 �I I m X 1 -1�1cP 11 1 ( ) V d I 7® B O ® / PAD; al`9-o PARCEL MI OF LOT UNE ADJUSTMENT 84-5,AS PER CERTIFICATE OF COMPLIANCE RECORDED DECEMBER 3,1984 AS ^' I 0 1 m PAD = N N I X ` `/ 2J0 4 pqD l ® 1 �IN 11 INSTRUMENT NO.84-258459,RE-RECORDED APRIL 22,1985 AS INSTRUMENT NO.85-83641,AND RE-RECORDED MAY 15, I�X J I PAD01 N P270 2 ,269.2 P269 1 1268.E D PA68.5 o w LOT 1 \/�127 J PAD /P pP0 p 1 I 1`M� 1985 AS INSTRUMENT N0.85-103581,ALL OF OFFICIAL RECORDS,IN THE CRY OF LAKE ELSINORE,STATE OF CAUFORNN�� II �� SS 1270.2 PAD 4.0' _ 4.0' 7 _ z \ ID 111 - I o o 210.7 270_ 2 �, FL�D DESCRIBED AS FOLLOWS: PAD = U12 I ® PAD= _ Qm > 11A P N�..11111 THAT PORTION OF LOT 1 OF AMENDED MAP OF A PORTION OF SEDCO TRACT N0.28 AS SHOWN IN BOOK 19,PAGE 37 OF 1272 1 1 AD 1271.1 z"' z MAPS,RIVERSIDE COUNTY RECORDS,TOGETHER WITH THAT PORTION OF THE ATCHISON,TOPEKA AND SANTA FE RAIL WAY 4 0" L11 COMPANY RIGHT OF WAY PER DEED RECORDED APRIL 8,1921 IN BOOK 543,PAGE 259 OF DEEDS,RIVERSIDE COUNTY PAD Po PAD : PAD PAD - O w z.2 o as RECORDS AND TOGETHER WITH A PORTION OF SECTION 21 AND SECTION 22,TOWNSHIP 6 SOUTH,RANGE 4 WEST,SAN 0 1 269.0 6.4 x l y �w - APN 370- rJ - 0 - , PAD I 1 nl I N7 0 1268.8 1268,2. '^ ^' o N X 1269 g 1 1..,\ \ p ;mill)1 BERNARDINO BASE AND MERIDIAN,DESCRIBED AS FOLLOWS: III X a I I 0% - 0% 0% O1 a o 0 0 X m� 1 I I 1 IX° COMMENCING AT THE INTERSECTION OF THE NORTHWESTERLY RIGHT OF WAY UNE OF CORYDON STREET,60.00 FEET WIDE -- -I Xw IX OT ( 7 \ E I o LI D Q D a \ I \ 1 nll I WITH THE WESTERLY RIGHT OF WAY UNE OF MISSION TRAIL,60.00 FEET WIDE,AS SHOWN ON RECORD OF SURVEY RECORDED I IN BOOK 19,PAGE 25 OR RIVERSIDE COUNTY RECORDS;THENCE ALONG SAID WESTERLY RIGHT OF WAY UNE OF MISSION TRAIL NORTH 07 27'WEST 1030.00 FEET TO THE TRUE POINT OF BEGINNING;THENCE CONTINUING ALONG SAID RIGHT OF Z 0.59 c.l 0.5 0.59 ,v V / rt III II WAY LINE NORTH 07 27'WEST,544.06 FEET;THENCE SOUTH 8T 27'07-WEST 149.96 FEET;THENCE SOUTH 74'45'10" A �I11 SS ro SS J SS �I WEST 350.00 FEET;THENCE SOUTH 11'03'36'WEST 479.54 FEET TO A POINT ON A UNE PASSING THROUGH THE TRUE 3.3% b - of - - ° - 0.5% - - - 0.5% - 0.5% 1 v P I�IJJ,� POINT OF BEGINNING HAVING A BEARING OF NORTH 8T 33'FAST;THENCE NORTH 8T 33'EAST,603.30 FEET TO THE TRITE > -- ^ > $ PAD yi > W W a x cOIII I POINT OF BEGINNING. I � �' N '" N cr, � � 1 I I THE OFFICE OF THE COUNTf RECORDER OF SAID COUNTY. �I 11 x SAID LAND IS ALSO KNOWN AS PARCEL 7 AS SHOWN BY MAP ON FILE IN BOOK 73,PAGE 44 OF RECORD OF SURVEI',IN III U J o of II I m , PARCEL 3:(APN:370-050-32) X( PAD = � AD = PAD D = PAD = PAD= PAD= D = PAD = ., � I PAD= PAD= PAD = P = � PAD� PAD = PAD = ��1�,II 125 274.1 1274.0 127 0.5 1)70.0 1269.9 1 9.2 12 8.7 1268.E 1268.1 268.3 1268.8 1268. 1268.7 1268.8 1269.8 ql 'li II II A PORTION OF PARCEL 5,AS SHOWN ON A MAP RECORDED IN BOOK 73,PAGE 44,OF RECORD OF SURVEYS,IN THE f - - - - - - 20 - - - - 2.0 1 68 9 7 84 85 PAD= 9 I III .8 II\ I I COUNTY OF RIVERSIDE,STATE OF CALIFORNIA,LYING NORTHERLY OF THE DESCRIBED LINE: 2.0 2° '� 2.0 o J ° 2.0 ` 2.0 2.0 1269.9 I�II I I RLY UNE OF SAID PARCEL I THENCE NORTH 8T 36'07 � •0 15. _ - _ � - � � II w1 NORTHERLYAFROM�THE SOOTHE WESTERLY UNE OF SAID PARCEL 5 DISTANT THEREON SOUTH 11'04'48"WEST,322.89 FEET / � II FROM THE NORTHWEST CORNER OF SAID PARCEL,SAID POINT BEING ALSO PARALLEL WITH AND DISTPNT 96.00 FEET _ PAD- PAD - PAD - PAD - PAD- PAD - A PAD - o PAD I SAID SOUTHERLY UNE TO A POINT ON THE EASTERLY UNE OF SAID PARCEL 5,SAID P0NT 7498E FEET PARALLEL WITH PAD ,� PAD - D TNT BEING ALSO THE WESTERLY 127�4.�i 1274. © 30 1271 2 1271.0 35 3 1 .6 127. ® 46 1269.9 1269.8 1269.3 1269.1 59 © 1268.5 1268.E © 7 1268.7 1268.8 © ® 1268.9 1269.0 ® © 1270.0 I,, II RIGHT-OF-WAY UNE OF MISSION TRAIL,A 60 FOOT HALF-WIDTH,AND THE POINT OF TERMINUS. )I II 1 2.' 1 _ X 1270.1 III °JI - - - - - � �1 ENGINEER'S NOTES- - - a s' I L Ix 4.0' a.a 4.O' - 4.0' - - 4.0' 1 I I II` z II� 4.0' 4.0' 4.0' 1. ALL GUTTER FLOWLINE SLOPES SHALL BE 0.5%MINIMUM SLOPE AND DRAIN AS NOTED. PAD PAD= AU PAD= PAD= PAD= II Iz 127`P.2 PAD 6 ,1271 7:, AD= ® 12176 PAD 1270.5 PAD= FV269.8 PA 8 © 1268.9 PADa 66 70 1268.9 PAD = 74 126. PAD = ® 0 PAD = PAD= 90 II I 2. ALL PROPOSED CURB FACES SHALL BE 6°TALL PER CITY STANDARDS. 1275.1 271.E 1271 0 " 1270.3 126 7 1269.0 1269.0 1269.2 1270.2 <..� I 3. CURB ELEVATIONS HAVE BEEN OMITTED FOR CLARITY BUT SHALL BE 6"ABOVE THE FINISHED SURFACE OR k [� - - - - - - - - - - - - - - I ij < I GUTTER FLOWLINE AS NOTED ON THE PLAN. �1 4. ONSITE SANITARY SEWER UNE SHALL BE 8"PVC SDR-35 PIPE. PAD- PAD PAD - PAD - ) PAD c PAD- PAD - PAD PA PAD - PAD - N PAD- I 130,b3 5. SANITARY SEWER SYSTEM SHALL BE GRAVITY ROW DISCHARGED INTO PUBLIC UNE OPERATED BY EVMWD. 11 hU PADS6 N 127D5.5 127D21 1D2.0 1 D1 5 N 1271�..4 1270.9 1270.8 •,,_. -' 1270.3 1270.1 12692 - ---- 1269.3 1269.0 1269.2 1269.2 1269.3 1270.3 _ 270.4 xII - I 6. ONSITE FIRE/DOMESTIC WATER MAIN SHALL BE 8"PVC C-900 PIPE. ® 40 48 49 -_6fi 64 © © © ® ® ® 89 v1 I tv o 1 7. EACH PROPOSED UNIT SHALL HAVE INDIVIDUAL MEIEftS. co _ 8. ONSIFE GAS UNE SHALL BE 3"HDPE YELLOW GAS PIPE,NOT SHOWN FOR CLARITY. m 7 �0 Xa I, 9. ONSITE PRIVATE STORM DRAIN UNE SHALL BE AS NOTED. 52'38.00"w - -' `I' 10. ALL ONSITE STORMDRAIN PIPING SHALL BE DESIGNED TO CONVEY THE 1W YEAR STORM PEAT(ROWRATES AND _'^ - __ _ -- - __ - - - - _ _ _ - -- _ / SHALL HAVE A MINIMUM SLOPE OF 0.35X. _ -- ------ - - - ------- ----------- ------ --- ------- - "- � x 1 PROPOSED INCREASE IN STORMWATER VOLUME AND RUNOFF SHALL BE MITIGATED BY AN ONSffE UNDRGROUND _ - v - ---- ------, -- ---- ° - - - - - - - - - - - - STORMWATER DETENTION SYSTEM WITH AN OUTLET STRUCTURE THAT TIES INTO THE EXISTING 60"RCP STORM EXISTING EX SWR ° PR._2.0'RET WALL EXIST G EXISTING TRA IGNAL Q ro - o X w N e - ---_-= o IsnNr,- DRAIN. W W� _ ER 12. ONSITE UNDERGROUND STORMWATER DETENTION SYSTEM SHALL BE CONFECT,STORMFECH,OR ADS AND SHALL s EASE ENT 7 o N -W - - - - - - _ W - EY�,IIRREASEME _ BE DESIGNED TO DEFAIN THE DIFFERENTIAL VOLUME BETWEEN THE PRE-CONSTRUCTION AND JAIPOST-CONSTRUCTION 10 YEAR,24 HOUR STORM EVENTS. N x u'� " - SD - - - - - - - - SD - 13. NO OFFSITE DRAINAGE AREAS ARE TRIBUTARY TO THE SITE. f V - - - - °' - - - - - - - -m °' - - ,n _N - 14. ALL OPEN SPACE AND LANDSCAPE AREAS SHALL DRAIN AT 1%MINIMUM AND LANDSCAPE ARCHITECT SHALL °J �' _ - - - - - TRALDESIGN A YARD DRAIN SYSTEM TO CONVEY NUISANCE WATER TO THE PRIVATE STREETS AND/OR THE ONSITE ISTING POWER POLE FOR EX. R.O.W. OLZL ^� STORM DRAIN NETWORK.YARD DRAINS ADJACENT TO PROPOSED BUILDINGS SHALL BE A MINIMUM OF 0.3' n _ --- LOWER THAN THE ADJACENT BUILDING PAD ELEVATION. v IXI Go GAS LINE SEfiMCf TELEPHONE X ti, 0 1�gD N X� - X -- X� - a - �� - Xc� � '� �, 15. DEEPENED FOOTINGS SHALL BE PROVIDED AROUND BUILDING PERIMETERS WHERE THE ADJACENT FINISHED Xco rn ro �_ --- R� - `'' x x tO/ y GRADES ARE HIGHER OR LOWER THAN THE BUILDING PAD ELEVATIONS. �Xo \ I, X. EX.R.O.W. x J - -- c - 1 �" A 16. PLUMBER SHALL DESIGN ROOF DRAINAGE SYSTEM WITH GUTTER DOWNSPOUTS,DECK DRAIN SYSTEM AND PATIO \ Imo\ DRAINAGE SYSTEM TO DRAIN INTO THE ADJACENT LANDSCAPE AND OPEN SPACE AREAS WHERE POSSIBLE. - -- - -- - - - 17. PROPOSED DEVELOPMENT IS FOR DETACHED MULTI-FAMILY CLUSTER RESIDENTIAL PRODUCTS. DATE OF FILING: 10/18/22 s PREPARED BY: OWNER: SUBDIVIDER: SHEET L QROTLSS/o�/ THE DEVELOPMENT AT MISSION TRAILS- LAKE ELSINORE MISSION TRAIL. LLC TENTATIVE TRACT NO. 38378 /�/) WILSON MIKAMI GRAPHIC SCALE .Q LJ1'f, C O R PO RATI O N LAKE ELSINORE,LLC 1020 Seccond St., Suite C G' 1 -30 z Encinitas, CA 92024 u 9 CORPORATE PARK, SUITE 100, IRVINE, CA 9260E 18 ACRE PROPERTY- LAKESHORE DRIVE o No.49884 T: 949-679-0090 F: 949-679-0091 CONSENT TO THE FILING OF THIS TENTATIVE TRACT MAP I APPROVE THIS TENTATIVE MAP AS SUBMITTED O * 4y 09/30/24 au IOn"C Cy: Dx°BIpMC W. ( IN o FEET) slq� °N ��° ���_ � d n�.�Ws 10/25/2022 [15nff C AAY 10/25/2022 FOR CONDOMINIUM PURPOSES OF 1 I inch= 40 It OF CPUE 49884 9-30-24 vi REVISION DATE DESCRIPTION APPROVED CML ENGINEER: SCOTT M.WILSON UCENSE NO. EXP.DATE RICHARD M.ROSENTHAL DATE BRETT CROWDER DATE