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Home My WebLink About0002_14_PA 2019-07 - Exhibit M - Project Plans FS s BAMIYAN MARKETPLAP.-/ E/ ................ .................... SI TE LAKEELSINORE-' CITY OF LAKE ELSINORE """ PLANNING APPLICATION No. 2019 - 07 TENTATIVE TRACT MAP No. 37578 �R �A CONDITIONAL USE PERMIT No. 2019 - 03 �9�0': COMMERCIAL DESIGN REVIEW No . 2019 - 05 UNIFORM SIGN PROGRAM No. 2019 - 01 VICINITY SAP THOMAS GUIDE REF.: PAGE 885, GRID J8, J7, M, H7 NOT TO SCALE OWNER AND APPLICANT SIGN PROGRAM MR . AH M AD ZAKI FX SIGNS SHEET INDEX ZAIREY, INC. 12155 MAGNOLIA AVE, BLDG 11 — A , RIVERSIDE , CA 92503 45 CINCH ROAD , BELL CANYON , CA 91307 951 — 689 — 0270 SHEET 1 : TITLE SHEET 818 — 601 — 0374 SHEET 2 : TENTATIVE TRACT MAP ahmadzaki@sbcglobal . net SHEET 3: CONCEPTUAL GRADING PLAN ENVIRONMENTAL CONSULTANT SHEET 4: CONCEPTUAL GRADING PLAN , CONT. CIVIL ENGINEER AND PROJECT MANAGER SHEET 5: PHASING PLAN K NS LAGER ENVIRONMENTAL CONSULTING SHEET 6 : OFFSITE IMPROVEMENTS SB &O INC . c /o DEBRA K N S N GER SHEET 7: OFFSITE SECTIONS o STEPHEN OTT c / / SHEET 8 . WET UTILITIES PLAN 3990 RUFF IN ROAD , SUITE 120 5700 BALTIMORE DRIVE , #53, LA MESA , CA 91942 SHEET 9 : DRY UTILITIES PLAN SAN DIEGO CA . 92123 760 - 846 - 2649 SHEET 10: WALL AND FENCE PLAN 858- 560- 1141 happydeb@gmail . com SHEET 11 : LANDSCAPE PLAN stephen . ott@sboinc. com TRAFFIC ENGINEER SHEET 12 : LANDSCAPE PLAN , CONT. SHEET 13 : LANDSCAPE PLAN , CONT. DESIGNER URBAN CROSSROADS SHEET 14: WQM P SITE PLAN AGC DESIGN CONCEPT, I NC. c /o DOSE ALIRE SHEET 15 : WQMP SITE PLAN , CONT. c/o ALEX CUEVAS 1133 CAMELBACK STREET, #8329 , NEWPORT BEACH , CA 92111 ARCHITECTURAL PLANS 28524 CONSTELLATION ROAD , VALEN CI A, CA 91355 714— 336 - 1982 661295- 1111 jalire@urbanxrocds. com CUP - 1 : SITE PLAN acuevas@agcdc. com CUP - 2 : ARCO AM /PM FLOOR PLAN UTILITY CONSULTANT GEOTECHNICAL c /o EDD E PABLOS CUP - 3: ARCO AM PM ELEVATIONS CUP - 3A : MIXED USE BUILDING FLOOR PLAN ELEVAT 0NS BUTSKO UTILITY DESIGN , INC. , AN NV5 COMPANY CUP - 4: ARCO AM /PM CANOPY ELEVATIONS 0 EARTH SYSTEMS 26835 JEFFERSON AVENUE , SUITE A, M U RRI ETA, CA 92562 N CUP — 5: CAR WASH FLOOR PLAN /ELEVATION S N c /o MARK SPYKERMAN 951 - 834- 9920 x113 0 1680 LL NOIS AVENUE, SUITE 20, PERR S, CA 92571 CUP - 6 : TYPICAL RESTAURANT ELEVATION /FLOOR PLAN g 951 - 928- 9799 CUP - 7: RETAIL AND CONDO FLOOR PLANS N CUP - 8: RETAIL AND CONDO ELEVATIONS m spykerm an @earth systems . com U)i CUP - 9 : BU LD NG SECTIONS LANDSCAPE CUP - 10 : ROOF PLANCD co N N CUP - 11 : L GHT DETAILS LANDSCAPE DYNAMICS CUP - 12 : COLOR BOARD � c /o GREG ZOLL CUP - 13: WALL AND FENCE PLAN CD LU 3359 LOCUST STREET, RIVERSIDE , CA 92501 CUP - 14: PLAN VIEW APARTMENT N J 951 - 264- 4839 CUP - 15: APARTMENT ELEVATIONS w Y gregzoll @Iandscapedynamics. net o z c3o Q U a O m QRpF ESSI pNq SB&I z o o O ` 1 � C OC F�c) PLANNING ENGINEERING SURVEYING A m 3990 Ruffin Road, Suite 120 SHEET SHEETS a No.C70666 San Diego, Ca. 92123 CITY OF LAKE ELSINORE 5 N o * * B5B-560-1141 C/V I`' P B5B-560-81 57 Fax TITLE SHEET o 9TF of °A�� APN 381 -320-020/023 co BAMIYAN MARKETPLACE 0 STEPHEN C. OTT DATE CITY OF LAKE ELSINORE, CA o a 3-1-21 76020.10 IN THE CITY OF LAKE ELSINORE, RIVERSIDE COUNTY, CALIFORNIA TENTATIVE TRA T MAP 37 5 JUNE 2020 RESIDENTIAL MIXED USE GP & ZONING MOBILE HOME PARK 3 COMMERCIAL MIXED USE GP & ZONING POR11oNS of LOTS 4, 8, PN 381 320�-02PAGE A 81377, s/w DIEco c�ouNnr RECORDS 023 VACANT BEAUTY SUPPLY SFR SFR TA VERN R-1 VACANT I L ° � 15 W 1 ° /� aoo-- 1 - Q , ❑ a 3E 9A-- 120' tr OFFSET MOIpFI t 0 ZII � �` � nnn a a a cj S1 TE -LAI{EELSINORE _ 1HRU LANE Q - GRAND AVENUE (SR-74, CAL TRANS) � :::::::::::::::::::::::::::::::::::::::::::::::::::.. ........ - - ter - zoor - y FtzaPosm IEDIAN Q tzv TRAnsMIRM �� \� PRI PM IM-LANE 'Z J A _ _ _ _ _ + 350' tv RIGHT TURN LANE in - - - 120'OPENING �' in - �0' �' N53'28'22"W �' N53.32' "W �^ U-97 SIRPW BUFFER mNE 9�o - N81.27'05"E N53'3332"W 60Z 14' 104.95' N53'32'34"W 115.54 -187.08'3 156.25' 36.23' a �F " � N R/w 187.64' " sn W a s a sn W S� s s W sn _ sn N9�6 55 W �! 21 - W vim- 49.50' W J Z w to w v :� a * 00 0 u w o I Q N N °0 wN ° 2 ' LOT 3 25' N 0i � InTe 0 0 LOT 2 �J� 4 4 ❑ Z U \ 0� rn fi7 N of s / I Lij Lai 04 y 22' 4 m , T80�AS GUIDIs RAF.:�� N ��` ' 6 19 - PAGE 865, GRID J8, J7, 88, 87 �' I y -- N53'31'29"W 115.52' N36.28'33"E N53'31'29"W 155.73' 29.56' b p¢ _ - V V oLT� 9� I 4 r64 4 4 b �W a i� W NOT TO SCALE ` ao r� 18.05 r7 N36 25 02 E "� 32.69 w C Q 1LAJ \ 95 _ N53'31'48"W 259.11' 51.30' '®" �' LOT �� `�! is I tr 12 121 14' 1 a - O r7 \ 26 4 /I 5 N53 34 51 W I b / Q Q C W LOT AW w 10.23 - a �--36'25'02"E a '� �' Z LU a L N53 3125 W w cv o N LOT,/4 W / �- _ z ) z L T 5 � ao R=34.45 �� ,I - W W ta' se' \ 30.22 " °o b L=54.01' f " _ Q i �ti Z 5, N53 32 06 W z N N r - "E �� N53 28 29 W coo - 0 GENERAL NOTES D�9 / 58.24 5 52' P 69.67 - � V I APPLICANT/PREPARED BY: V J \ N53.34'56"W �-- N53.30'28"W '--- - - '-_ �� 6�' l u) N5 '32'06 W s toL Z L=81.45'",'�� W Q I N53.25'18"W 79.67' - ' - " - Q . Q 67.71 - 1OZ57 Q 1 5 N5331 47 W - Z z N36'19'37"E N36'49'O1"E n s77 �D� sZ ' ��-; M N35.21'52"E o- o- 74.65 •11 `� Z PLANNING ENGINEERING SURVEYING 4� 28.60 25.52' l/ 25.50' 28.85' N36Z7'S4"E o I .'p W 0 3990 Ruffin Road, Suite 120 N53.31'49"W 113.14' w D N53'31'10' W 180.02' D 4.98' -w j� Q N San Diego, Ca. 92123 N h ' " - _� / 1c a B5B-560-1 141 cc p � -- - 858-560-81 57 Fax 132113 �1 A95 _ -»s-- -� ems' ZAIREY, INC. A' " 9.1 I W 45 CINCH ROAD, BELL CANYON CA 91307 ' I O I I PHONE (818) 601-0374 EMAIL ahmadzaki0sbcglobal.ne I ' W FL 000 ZONING: � Qc FLOOD PANEL NO. 06065C2017G R-1 ZONE SINGLE FAMILY RESIDENTIAL E) Q FLOOD ZONE: X id F_ ' � "' � PROPERTY NOT SUBJECT TO L/QUEFACAON OR LOW-MEDIUM RESIDENTIAL I OTHER GEOLOG/CAL HAZARDS PROPERTY NOT/N A SPEC/AL ZONE LAKE TERRACE DRIVE I I PROPERTY/S/N PERY HIGH RRE HAZARD SEPER/TY ZONE PROPERTY NOT SUBJECT TO OPERFLOW PROPERTY SUBJECT TO 0.2Z ANNUAL CHANCE FLOOD HAZARD PROPERTY NOT/N SUBJECT TO /NUNDA AON NOT WITHIN SPECIFIC PLAN PROPERTY/S NOT LOCATED WITHIN A COMMUNITY,FRVICES DISTRICT THIS TEN TA 77VE MAP INCLUDES THE ENTIRE CONTIGUOUS LO L 0 T SUMMARY OWNERSHIP OF THE LAND D/V/DER i ZONING- CMU, COMMERCIAL MIXED USE 1� o LOT No. AREA USE aWERAL PLAN DES/GNATTON.• LAKE EDGE DISTRICT, COMMERCIAL MIXED USE N 1 1.53ac/1.35ac (gross/net) ARCO AM/PM ASSESSOR'S PARCEL NO.: 381-320-020 -023 0 N 2 0.43ac/0.35ac (gross/net) RESTAURANT W/ DRIVE-THRU ADDRESS.- N/A L' 3 0.32ac/0.25ac (gross/net) RESTAURANT W/ DRIVE-THRU NUMBER OF PARCELS- 7 U) 4 0.79ac (net) CARWASH � 5 0.78oc (net) MIXED USE RESIDENTIAL/COMMERCIAL TOTAL ACREAGE- 12.60 GROSS ACRES co 6 4.26oc/4.09ac (gross/net) COMMON AREA CIRCULATION/PARKING 11.74 NET ACRES CD 7 4.49ac/4.13oc (gross/net) MULTI-FAMILY RESIDENTIAL SOURCE OF TOPOGRAPHY- AERIAL SURVEY PERFORMED ON 5/28/2018. N SUPPLEMENTED BY IESE FIELD SURVEY ON 5/30/2018. CD co i NOTE SEE SHEET 7 F6Y? OfFSITE STREET SEC110NS N CONTOUR INTERVAL:5' NOTE SEE SHEETS J & 4 FOR CONCEPTUAL GRADING PLANS. SCHOOL D/STR/CT LAKE ELSINORE UNIFIED s SCHOOL DISTRICT o o UT/LI nTES.• w g U o TELEPHONE FRONTIER 60 0 30 60 120 180 CABLE FRONTIER Y WA TER EVM WD SEWER EVM WD o SCALE: I"= 60 ELECTRICITY SOUTHERN CALIFORNIA EDISON SOUTHERN CALIFORNIA GAS REVISION BLOCK GAS m DA TE MAP PRE-PA RED.• 3/1/2021 0 S/0 QROFESNq NO. DATE �o JOB NO. 18019 g �� Q�EN c Fl\ THOMAS BROS. 200� MAP COORD. 865, J6,J7,H6,H7 oAl � No.C70666A S"2 T CITY OF LAKE ELSINOREcjc) s"11TS N LO �9T �/v I �* TENTATIVE TRACT MAP co F of CA� APN 381 -320-020/023 N BAMIYAN MARKETPLACE STEPHEN C. OTT DATE CITY OF LAKE ELSINORE, CA o 2-26-21 76020.00 NOTE. SEE SHEET 6 FOR LANE GEOMETRY, WIDENING, AND STRIPING FOR MACY ST., GRAND AVE. AND ORTEGA HIGHWAY. IN THE CITY OF LAKE ELSINORE, RIVERSIDE COUNTY, CALIFORNIA TENTATIVE TRAP.-/ T/ MAP Q_J) 7578 0 JANUARY 2020 PORTIONS OF LOTS 4, 6, AND S. BOOK 8 PAGE 377, SAN DIEGO COUNTY RECORDS �J o APN 381-320-020, 381-320-023 - \- - --� EASEMENT NOTES LEGEND ® nnn i SOUTHERN SIERRAS POWER COMPANY, REC. MARCH 3, 1923, BOOK 578 PAGE 31 OF DEEDS, RECORDS OF RIVERSIDE TREE GRA D AVENUE (SR-74, CALTRANS) �G 1 COUNTY, EASEMENT FOR OVERHEAD TOWERS OR OTHER PALM / - \ SUPPORTS, WITH WIRES AND FIXTURES THEREON. NO WIDTH \ GRAND ^n n\/r GIVEN. SHRUB c' ® WATER METER BOX = CITY OF LAKE ELSINORE, EASEMENT FOR CONSTRUCTION, `"" - �� P OPERATION AND MAINTENANCE OF AN UNDERGROUND STORM Da WATER VALVE -- - - - �, 4 f 4 f 0 2 DRAIN AND IT'S APPURTENANCES, INCLUDING INGRESS AND ® WATER SERVICE �RT t - - - FUTURE R/W 2f RET. WALL RET. WALL 12.5 ` EGRESS THERETO, REC. AUG. 15, 1989, INST. NO. OO GAS METER BOX WALL i RET. WALL 89-275250, O.R. VARIABLE WIDTH, SEE PLOT. F.G. i O SEWER CLEAN OUT sD N53s3D2'45"W D sD SD SD SD SD ' sD sD SD 1358.61'sD D SD SD RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION TD TOP OF DIKE DISTRICT, EASEMENT FOR CONSTRUCTION, OPERATION AND AC ASPHALT CONCRETE 1308.15 - 3 MAINTENANCE OF AN UNDERGROUND STORM DRAIN AND IT'S F.S. sd APPURTENANCES, INCLUDING INGRESS AND EGRESS THERETO, NO ACCESS PER ITEM C SD se D sD sD s SD SD �� 7-SD sD REC. DULY 2, 1992, DOC. N0. 92-302015, O.R. VARIABLE CF CURB FACE 1316.2 �� WIDTH, SEE PLOT. BO WATER BLOW OFF FIRE HYDRANT 1310.0 F.F. 1309.8 1311.4 F.F. 4 Q 1309.3 S.G. f F.S./G.B. �� 1310.7 S.G. LOTS' MANHOLE f4 a � u v � s I N �� O STORMDRAIN v Q 1 1312.2 ►� ® ) I LIGHT STANDARD -% LOT 3 F s/c.e. s EARTHWORK QUANTITIES TYP. TYPICAL ( I W s 1 1 � Q �� os 1 6.85 1317.6f � m 41 0.590 - �� F �r 1317.0G '��' CUT: 6,788 Cu. Yds. OD OUTSIDE DIAMETER LEAN CLEAN CLEAN = 1314.10 Q A EDISON VAULT 1308.9 a 1 a 1310.E 0 F.S/G.B. _ , I v' FILL: 8,153 Cu. Yds. 13 tD � F.S. G.B. f BALANCE: 1 ,365 Cu. Yds WATER VAULT LV F.S./G.B. I �1 / TELEPHONE VAULT Lli N 8 � � 0 � 1311.15 � 49 � '� 8 IRRIGATION CONTROL VALVE ® a ® 'V ad ad 9 1321.1 ® ELECTRIC RISER ��LB. - __T NV3l� NV3l� NV3lC NV3lC F C. • F � UGsa J .0 - I Z ICE _ILL \ - 1317.6 F.F. Q p SIGN LAJ �• s Lo"° TRAFFIC VAULT Q /1317.0 S.G. z J Q 43 6.85 1 1 ' J 1310.35 T 'F ' V f ❑® TRAFFIC BOX 1p = LOT 5 F.S. I'� �� f,� 1317.30 O POWER POLE ~ �� o a I o-oa •S A.V.A.R Q 1311. 5 F.F. � �1 1310.65 S.G. o \� 1312.9 I � [z 1 .S/G.B. t�l � r � ,��, �W � _ Q: � F-O ANCHOR s I 1316.85 2Y '� o 0 SEWER RISER Gv 1311.70 I 9 ; r° Q ` p4 GAS VALVE F.S./H.P. 1315.75 �I °_� / / 1320.15Es 1313.5 F.F. F.S/G.B. F.S N DRAIN 2 3 1312.8 S.G. ,'" ; I ® ELECTRIC BOX o J 69 1590 I 32 .50 = 30' V.C. 30' V r G. 0 COMMUNICATION RISER S D SD S - M r I lit�� /l s N� I AC PAVEMENT _ _ _ .5.� •6�' - 1311.4 - atlH` - - `� / 1323.3 Q: / BLOCK WALL 1310.56 1310.9 F.S./G.B. '` F.S. O F.S./G.B. F. __J / WOOD FENCE FF FINISHED FLOOR ELEVATION - PAD PAD ELEVATION -- -- - / �' \ �' HP HIGH POINT N53'32'05"W ---- - --1420.11' GB GRADE BREAK -- -- j--------- _ -- --- -- - -1- --- ---- - - - FL FLOW LINE CENTERLINE h'_ PROPERTY LINE 2:1 SLOPE (UNLESS OTHERWISE NOTED) O 040 - EXISTING CONTOUR o / I - 1050 PROPOSED CONTOUR y i �,1 F CUT/FILL LINE o 0 DAYLIGHT 0q RIP RAP o SWALE U a CONCRETE INTERCEPTOR M LAKE TERRACE DRIVEcn ° DES 00 SPOT ELEVATION co M m \ PAD = 1000.00 � PAD ELEVATION INFORMATION 1-- 'ri ///\ R/W 40, R/W F.F. = 1000.00 CD U \�/\\ DRI VEWA Y i \ DRIVEWAY INFORMATION WxL o 17' 12' 11' o w o U N /\ 40 0 20 40 80 120 1-- o SCALE. 1 - 40 Q \ PROPOSED /\\//\\/� 12 W X 10 H \/\/ o REVISION BLOCK m RCB BOX /\//\� ROFESS/p N0. DATE o Ilk o" PLANNING ENGINEERING SURVEYING -A m 5990 Ruffin Road, Suite 120 SHEET SHEETS o 3 CITY OF LAKE ELSINORE \, �' No.C70666 San Diego, Ca. 921 2S r o �c * 656-560-1141 N N �� C/V N 858-560-6'I 57 Fax CONCEPTUAL GRADING PLAN A FUTURE RI V. CO. FLOOD CONTROL BOX CHANNEL 9TF F o�� co % of cA�-� APN 381 -320-020/023 PRELIMINARY BAMIYAN MARKETPLACE NOT TO SCALE STEPHEN C. OTT DATE CITY OF LAKE ELSINORE, CA o a 3-1-21 76020.00 NOTE. SEE SHEET 6 FOR LANE GEOMETRY, WIDENING, AND STRIPING FOR MACY ST., GRAND AVE. AND ORTEGA HIGHWAY. IN THE CITY OF LAKE ELSINORE, RIVERSIDE COUNTY, CALIFORNIA ® Q TENTATIVE -� EXIST. 10.5 X\ L x 6 I Q -� ---f I `_ RCB 3 J --�-- �-3f}�_`_ 1 TRANSITION 12' OFFSET @40MPH = 320' E G - �`Lp ' 7 I I I I p� --------- JANUARY 2020 X ® ® ® 11 GRAND AVENUE (SR-74, CALTRANS) N PORTIONS OF LOTS 4, 6, AND 8, BOOK 8 PAGE 377, SAN DIEGO COUNTY RECORDS APN 381-320-020, 381-320-023 N 150' ' 150' DU N 120 N EASEMENT NOTES LEGEND �_cN GRAND AVE - _ S - SOUTHERN SIERRAS POWER COMPANY, REC. MARCH 3, 1923, TREE 00 BOOK 578 PAGE 31 OF DEEDS RECORDS OF RIVERSIDE N r + TbJ + 1 + RET.I BEGIN 1 COUNTY, EASEMENT FOR OVERHEAD TOWERS OR OTHER PALM -- -- 120' OPENING + O h FUTURE R/W SUPPORTS, WITH WIRES AND FIXTURES THEREON. NO WIDTH . 330' N ° GIVEN. SHRUB 7 - 7 i ;'� _r � I I N812703 E N533�45ww 1358.61 ® WATER METER BOX sn s s CITY OF LAKE ELSINORE EASEMENT FOR CONSTRUCTIONwv 36.23 - - Da WATER VALVE OPERATION AND MAINTENANCE OF AN UNDERGROUND STORM DRAIN AND IT'S APPURTENANCES, INCLUDING INGRESS AND ® WATER SERVICE F.G. BASIN 1301.65 I o EGRESS THERETO, REC. AUG. 15, 1989, INST. NO. O GAS METER BOX sn sn 2 \ 89-275250, O.R. VARIABLE WIDTH, SEE PLOT O SEWER CLEAN OUT ------------ 0.5% 1301.4 \ 1308.15 RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION TD TOP OF DIKE ' 305.15 1302.15 F.S. o 1 \ E S. DISTRICT, EASEMENT FOR CONSTRUCTION, OPERATION AND p I F.S / F.S cV 1309.2 3 MAINTENANCE OF AN UNDERGROUND STORM DRAIN AND ITS AC ASPHALT CONCRETE L41 1304.05 \- _ 1APPURTENANCES,"U H.P. INCLUDING INGRESS AND EGRESS THERETO, NO ACCESS PER ITEM C 11 F.S/G.B. t_ 1303.05 1302. RAM REC. JULY 2, 1992, DOC. NO. 92-302015, O.R. VARIABLE CF CURB FACE 305.7 F.F. 1.9i0 1 F.S/G.B. .S , WIDTH, SEE PLOT. BO WATER BLOW OFF y o 1305.0 S.G. ; 1304.1 05. 4. 1.OX l 1302. F.S. e M FIRE HYDRANT s i END 1 1. I� O MANHOLE RET. WALL�_-_-�' �O STORMDRAIN 2. 1309.15 I 1305.0 F.F. >� _ LIGHT STANDARD END _ �1305.5 F.F. 1304.5 F.F. 1304.0 F.F. �� F.S/H.P. o} � 1308.55 RET. WALL 111304.8 S.G. 13038 S.G. 13033 SG --- 2 09 d- .S 41 OD P OUTSIDE DIAMETER S. 1309.95 2 5'f o F. EDISON VAULT \ 20' 12' 1304.4 S.G. WATER VAULT \ RET. WALL W 5't III�6' o� o `,\ ^o' RET. WALL Lai 8 TELEPHONE VAULT /�� I I� "� J 8 IRRIGATION CONTROL VALVE 1305.7 F.F. LOT 8 C O 1305.0 S.G. H U _\ // o k / o ® ELECTRIC RISER = b SIGN 177 Of 7 O�j F.F. BEGIN 1311.35 F.F. L TRAFFIC VAULT , N 1 i .65 S.G. Q 0 1305.5 F.F. ( 1305.0 F.F. f1304.5 1304.0 F.F. RET. WALL 1310 - 18 28 � 1304.8 S.G. �� 1304.3 S.G. 1303.8 S.G. 1303.3 S.G. 2 3 \ 29' ❑® TRAFFIC BOX � POWER POLE Z A.V.A.R I RET WALL 1303.5 1309.8 \ 1305.8 �`__- --� 1305.15 - _ _ - F.S./G.B. \ 1307.25 /� F.S/G.B F-O ANCHOR F.S .S F.S/G.B. 13' SEWER RISER - - ` GAS VALVE D T 1 115.15 a Es DRAIN 30 V.C. 9.6 ® 1 \ 1308.10 BEGIN 1315 30' V S1�A 9id9 Raj SD ,� �sn SD sn o '�-53 r�s lSD sn � F S. �, ® ELECTRIC BOX 1310 C. 0.79 0 ® COMMUNICATION RISER RET. WALL o 1306.55 _ _1_3�F.S/G.B._ AC PAVEMENT 4.5'f -- 8,� -- -- ---- ,� -------- -�-- 9.5f _ - BLOCK WALL 2 05 W0�03`ELf ----7.5 t ---��-2�- END 1420.11' 3--- -� � RET. WALL - - -- --RETAINING-WALL RET. WALL RET. WALL WOOD FENCE � RET. WALL RET. WALL ----- - - -- _ -- - --- FF FINISHED FLOOR ELEVATION 0 PAD PAD ELEVATION C, GB GRADE BREAK FL FLOW LINE �j q_ CENTERLINE h'_ PROPERTY LINE Fr 1, y y 2:1 SLOPE (UNLESS OTHERWISE NOTED) 1040 - EXISTING CONTOUR CID 1050 PROPOSED CONTOUR N CUT/FILL LINE �- LAKE TERRACE DRIVE pp'- �D IFl� DAYLIGHT T N x RIP RAP � 0 a o SWALE (D CONCRETE INTERCEPTOR M U) 000ES?.00 SPOT ELEVATION = D c/) m PAD = 1000.00 MI PAD ELEVATION INFORMATION a F.F. = 1000.00 N o 0 U DRIVEWAY DRIVEWAY INFORMATION WxL o M O W g UQ O J 40 0 20 40 80 120 w Y o SCALE: 1"= 40 ' Q o REVISION BLOCK m Q NO. DATE o Y QR°FESS/pNq Z < o C. 0, � PLANNING ENGINEERING SURVEYING A z 3990 Ruffin Road, Suite 1 20 No.C70666 San Diego, Ca. 92'I 20 S"4 r CITY OF LAKE ELSINORE s"11rsco N * c/v I * B5B-560-'I 1 41 N 9T �P B58-560-B'I 57 Fax CONCEPTUAL GRADING PLAN o F of CA��F° APN 381 -320-020/023 co BAMIYAN MARKETPLACE STEPHEN C. OTT DATE CITY OF LAKE ELSINORE, CA o 3-1-21 76020.00 Z PHASE 1, 3— WAY SIGN �� + �� — IN TERSEC Tl ON I 'I a ° PHASE 1, 3 WAY SIGNALIZED / �lc�.� \ ° /N TERSEC T/ON El nnn GRAND A VENUE (SR—74, CAL TRANS) J13— h o 7,7 (fv I _ \ SD D a SD a SD S� S �i SD SD ` v O O ®� O ° b STORM DRAIN TRUNK—LINE 4 b 4 g 0 I I V ` AND APPURTANCES TO BE CONSTRUCTED IN PHASE-1 4 I W I I � 4 b4 9 1IP by a A� a ® e I 4 4 4 EN TR Y DRl VE, CHASE � PHASE 2 =f=IJ PHASE 3 = ID sZ 4 HA SE 3 4 6 1� PHASE 1 6 1 H PHASE 1 <1= SD S D �s� �ad--A SD b � A a as a � ENTRY DRl VE, SDPHA SE Sf � a- SD D — SD SD SD Ph�ASE 1YKI - — - - - - - a I ° I I I IJ _qr_F F-1 F_� I I I I — 1I I I I I I I I I I I — — — — — — — — LAKE TERRACE DRIVE II � 0 L I PHASING PLAN c� N PHASE-1 CONVENIENCE STORE, ATTACHED QUICK—SERVE RESTAURANT & CAR WASH. ALL OFFS17E IMPROVEMENTS IN GRAND 0 AVENUE, MACY STREET AND ORTEGA HIGHWAY, SIGNALIZED SIGNALIZED INTERSECTIONS AT GRAND/ORTEGA & GRAND/MACY STREET. ON—SITE DRIVEWAY FROM ORTEGA HWY TO MACY STREET. PHASE-2 TWO FAST—FOOD RESTAURANTS, TWO—STORY MIXED USE BUILDING FIRST FLOOR. 20,000 SF ° RETAIL/COMMERCIAL/OFFICES; SECOND FLOOR: 20 UNITS, ONE— AND TWO—BEDROOM co PHASE-3 66 UNITS COMPRISED OF ONE— AND TWO—BEDROOM CONDOS, TWO OR THREE STORIES CD a N o_ o co I ti L I PARKI N LNG M o Lu SEE PARKING DATA IN TABLE, SHEET CUP-1 g _^ Q N PHASE 1 PARKING REQUIREMENTS ARE MET ON PHASE 1 PHASE 2 PARKING REQUIREMENTS ARE MET INDEPENDENTLY ON PHASE 2 VVV Y PHASE 3 REQUIREMENTS ARE MET INDEPENDENTLY ON PHASE 3 Q A RECIPROCAL PARKING & EASEMENT AGREEMENT WILL BE RECORDED COVERING ALL SEVEN LOTS IN 50 0 25 50 100 150 Q THREE PHASES o EMERGENCY VEHICLES WILL ACCESS PROJECT VIA MACY STREET AND ORTEGA HWY DURING PHASE-1. GRAND o REVISION BLOCK m Q AVE. ENTRANCE DURING WILL ALSO BE OPEN DURING PHASE-2. TURNAROUNDS ARE NOT REQUIRED. N0. DATE SCALE: 1"= 50 ' CCIA D OFESS/p 7 0 i co CONSTRUCTION TRAFFIC WILL ACCESS PHAS-1 DIRECTLY FROM MACY STREET AND ORTEGA HWY ENTRANCES. o eR `— g �� Q�EN c. 0 PLANNING ENGINEERING SURVEYING INTERIM LANDSCAPING IMPROVEMENTS ON GRAND AVENUE & ORTEGA HIGHWAY, INCLUDING PARKWAY ; Al � c„ A ? BJJO Ruffin Road, Suite 'I 20 SHEET SHEETS o LANDSCAPING WILL BE COMPLETED IN PHASE 1. LANDSCAPING OF MACY STREET PARKWAY WILL BE DONE IN w No.C70666 San Diego, Ca. 92'I 20 CITY OF LAKE ELSINORE cn m PHASE 3. 5 11 LO o * * B5B-560-1 'I 4'I N �9T �/v �P B5B-560-B'I 57 Fax PHASING PLAN co F OF cA APN 381 -320-020/023 N BAMIYAN MARKETPLACE STEPHEN C. OTT DATE CITY OF LAKE ELSINORE, CA o 3-1-21 76020.10 3 2 t I o 0 i i — ❑ — R/W (E) JFFSET @40MPH = 190' SHIFT + 120' TRANSITI N 12' OFFSET @40MPH - 320' E a ® 1 TRANSITION � 0 f1 nnn a a a (E) THRU-LANE ® ® ® N N N N (E) THRU-LANE GRAND A VENUE (SR—74, CAL TRANS) 777 IN, 200' Puff MEDIAN LT lull GRAND AVE N O _ N PROPOSED THRU-LANE _ m _f___ ___ + { p _ — — +� 350 N PROPOSED RIGHT TURN LANE 8 0 120' OPENING 330 I PROPOSED STRIPED BUFFER ZONE 8 120' OPENING '120' OPENING— ph 63' \PROPOSED R/W 37' g' 20' O 5L ➢� a6 W b4 \01 o Pg � sJ-] b 4 7 4 ng L I L a ® 03 15'40'12' 12' 2' 14' € 9Z 4 — 3 ' 20' 12' 50' 46' pp pp 18' 28' — f 11 F_ -1 — o- b N II ❑ I I � I I I I I I I I I LAKE TERRACE DRIVE I o o , ui N � 0 N I I ui I U_ N U_ LL 0 ti o U) F_ m W rn CD I 3 0 a o N o (D O H I M o �I W o U g Q o a Y i 0 60 0 30 60 120 180 o 0 REVISION BLOCK m Q No. DATE SCALE: 1"= 60 ' o Y I? ESS/pNq z L �O 0 F�� PLANNING ENGINEERING SURVEYING -A Z 3990 Ruffin Road, Suite 1 20 m Ca. J2123 SHEET CITY OF LAKE ELSINORE SH11TSco m w No.C70666 �' o San Diego, N * c/v I * 858-560-1 141 � N 9T ��.� 858-560-81 57 Fax OFFSI TE IMPROVEMENTS F co of °A��F° APN 381 -320-020/023 N BAMIYAN MARKETPLACE STEPHEN C. OTT DATE CITY OF LAKE ELSINORE, CA o a 3-1-21 76020.00 GRAND AVENUE , LOOKING NORTHEAST. MACY STREET , LOOKING SOUTHEAST. ORTEGA HIGHWAY, LOOKING SOUTHEAST. URBAN ARTERIAL URBAN ARTERIAL SECONDARY HIGHWAY R/W R/W 40'(E) 40'(E) 5' 15.5'(E) I 12'(E) 12•(E) 12.5'(E) 14'(E) RIW 40'(E) � 40'(E) RIW THRU THRU MERGE � 8'f R/W R/W AC BERM (E) OR EDGE STRIPE 2.0% 8.5'(E) 13'(E) 12.5'(E) 12'(E) 12'(E) 15'(E) _ �- '77 60' MERGE THRU L T LT RT L RESIDEN TIAL 30' 30' Z Q LLJ R- 12' 18'(E) 18'(E) 12' I� Q)j 7 E I I m �.0% 2 0 AC BERM (E) OR EDGE STRIPE Q V /V//Vfit GRAND AVENUE EXISTING TYPICAL SECTION W NOT TO SCALE � �/�' '�� 2.0% I 2.0% .. .: ��/ (200' NW OF ORTEGA HIGHWAY) Z /��'�/ - o � �— //�� /�� Ld Ld bi � 7 MACY EXISTING TYPICAL SECTION U ORTEGA HIGHWAY EXISTING TYPICAL SECTION W R/W Q Q NOT TO SCALE y � NOT TO SCALE ___I In RlW 60 '(E) THIS PROJECT 40 Q Of W 12' 12' 12' Q 12' 1 12' 12' W 8' R/W R/W 101, BUFFER RT W THRU THRU MERGE Q 69' RIW 50' (THIS PROJECT) 40'(E) RlW �/ 7, 7, m I..L fy Q m / �1 30' 3g' 40' �+ ) `f RESIDENTIAL 10' 6' 15' 12' 3' 12' 12' 14' 5' AC BERM (E) OR EDGE 12 18(E) 28' W 5� MERGE THRU LEFT LEFT RIGHT 2.0% �� .'• 2.0% STRIPE I , I Z Q L 7' / 12' THRU ( ) Q J 77, ��//��/%�% /%�%�//��//��//�� '/��/��/��/%��%�/� �� O 7-7 2' PROPOSED CURB, GUTTER,Z / ////A y/A/A/iA/j / //// W Q Y Z SIDEWALK WILL MATCH AGGR. Cl- EXISTING IMPROVEMENTS % // 2 0% 2 0% AC BERM (E) OR EDGE STRIPE BASE A'C' RAISED MEDIAN PER Q AT TRACT SOUTHWEST OF -► PAVING CITY STANDARD ~ THIS PROJECT. / o 0 2.0% �' � 2.0% GRAND AVENUE PROPOSED TYPICAL SECTION '��`�� `��`�`�� AGGR. A.C. PA VING O/ A.C. BASE CONCRETE CURB/AC BERM LL NOT TO SCALE AGGR.BASE PAVING m 0 SERENA WAY TO ORTEGA HIGHWAY W MACY STREET PROPOSED TYPICAL SECTION ORTEGA HIGHWAY PROPOSED TYPICAL SECTION THIS PROJECT NOT TO SCALE R/W � R/W NOT TO SCALE 60' 60' 12' 6 12' 11' 12' 14' 12' 11' 12' 6' 12' RT RT THRU THRU THRU THRU 7' 7' R/W R/W 50' 50' 2.0% �j��j� /��j/��j,ti 2.0% , .. ��, 10' 6' 1 15' 12' 14' 12' 15' 6' 1 10' ii� :i" o 0 0 0 /jA�jA \ V�j o 0 0 0 0 .• VA/AA/AA/� I AGGR. BASE A.C. PAVING RAISED MEDIAN PER I CITY STANDARD a o I � V/iA/ice��/ : �— ': \�/�\�/�/�\/�\/•.� —� � //� ��iV�i` � C7 GRAND AVENUE 120 R/W ULTIMATE TYPICAL SECTION /��,; /////// / /�/�/ //////// ;�� LU �` o LOOKING S/E NOT TO SCALE /�� U) AGGR. BASE FUTURE RAISED MEDIAN A.C. PAVING U N PER LAKE ELSINORE GENERAL PLAN PER CITY STANDARD U- Q O ORTEGA HIGHWAY 100 R/W ULTIMATE TYPICAL SECTION U) LOOKING N/E NOT TO SCALE _ U) m I o a CD N CEO O I� I 0 m 0 C co o LJ o U g J O O W Y i Z O o REVISION BLOCK m a � o QR°FESS/O/v N0. DATE O � N C. o" PLANNING ENGINEERING SURVEYING c; '` ? 5990 Ruffin Road, Suite 1 20 SHEET SHEETS rn NO.C70666 m San Di6eggo, Ca. 921 23 7 CITY OF LAKE ELSINORE 8 11 *9 /v ` c,�* 856-560-81 57 Fax OFFSITE SECTIONS CIA TF of cA��F APN 381 -320-020/023 C14 N BAMIYAN MARKETPLACE STEPHEN C. OTT DATE CITY OF LAKE ELSINORE, CA o o a_ 3-1-21 76020.10 Z \/ L o O r dOIS o -- ``— __ _ (E) 8-INCH VCP SEWER -D- (E) 14-INCH WATER —. — El L LINE PER EVMWD — — — - LINE PER EVMWD __ —_ ^^^ q q a DWG No. 498 DWG No. 498 Z W W8 - W8- W8l8— = Wg �W8 �fiT8— W� 8 — — � — — qG8— -Wg v� GR ND A VEND (SR—74, CAL TRANS) pp GRAND AVE �j (E) 8-INCH VCP SEWER ♦ ° ♦ + S a �.� — —S— �_ _ S WE TI l (E) 8-INCH VCP SEWER ' 1 g ° LINE PER EVMWD — —— — — —— — T1E INTO EXIST. Ti — — LINE PER EVMWD DWG No. 498 h 120» RCP N 24-IN HOPE STORM RAIN, 7YP. DWG No. 498 8 77� Sli l�P ph 77E INTO EXIST. T/E INTO EXIST. 41 OE sd lk » e iI 7�: _s]L \01� 120 RCP 120 RCP 6' SD SD 41SD� sl S SD F ❑� a S8 S8 S8 Q W I II W Mingo%=I4, - (n I (N) 8-INCH SEWER a QI I LL =Ij [C=)M C:34 PROPOSED FIRE (E) 8-INCH WATERLINE (N) 8-INCH SEWER, a SERVICE (TYP.) a v PER EVMWD DWG 4 Q s T . => No. 1246 ( J-1�4 A ® MAIN 3, 3, �sz Q oz a Q 6 [C)" *m Q b f (E) 8-INCH WATERLINE Q v v C PER EVMWD DWG ca No. 1245 K=R Lil N PROPOSED PRESSURE REDUCING — b \ s STATION PER EVMWD E SPECIFICATIONS AT A LATER = \ DATE. 1 PROPOSED FIRE \ N SERVICE (TYP.) I � I 71E INTO EXIST. SD S D S 111z ez s D 120» RCP — —J."..J.-I sesaal SD SD SD SDarlsof H SD SDa ❑ ~ h op, SLOPE \ v/ --- -- - SL TIE INTO EXIST. 120» RCP \ (N) 8-INCH WATER MAIN - -� ❑ ❑� E:1 ❑ I I I — � I I o Fr I I I o LAKE TERRACE DRIVE 100 o N00 I � NOTE. ALL SEWER LATERALS TO BUILDINGS TO BE 6-INCH VCP. ALL WATER LINE SERVICE CONNECTIONS TO BUILDINGS TO BE Lu 2-INCH WATER SERVICE, MINIMUM. ALL SERVICE CROSSINGS TO COMPLY WITH EVMWD SERVICE CROSSING STANDARDS 00 F_ j, LI m o 0 a o Uj N J O (D M I O Lu o U Q o a o w Y Z O Q REVISION BLOCK 50 0 25 50 100 150 m 0 0 a NO. DATE o �pF ESS/pN I? Z ti SCALE: 1"= 50 ' o O� ��, PLANNING ENGINEERING SURVEYING -A Z 3990 Ruffin Road, Suite 120 w Ca. J2123 SHEET CITY OF LAKE ELSINORE sH11Ts cn m° No.C70666 San sego, co o B5B-5BO-1141 N qT cI�� .� B5B-5B0-B1 57 Fax WET UTILITIES PLAN F of CA� APN 381 -320-020/023 N BAMIYAN MARKETPLACE STEPHEN C. OTT DATE CITY OF LAKE ELSINORE, CA o 3-1-21 76020.00 i BAPIYAN PlAk T PLACE 2 5" DRY UTI Y � C E TUAL 650' 0 S E uIP LA VAULT TO POLE GAS 3MR] PRELIMINARY FO9 2 3° 40644 3E S N LY 689' EX. P❑ RP❑LE E S S S S S bg�� S S S S S S S S S S S 598' 3 W-1 PB TO POLE 2 4" 2 3„ 2 3" 704' 595' 75' PB TO POLE PB ❑ P PB TO CAP \ 2 4' / LtL 60 P TO CAP f 2Ux3 x3'LLBOX T C 1 5" B 11 5 4' JC 0 PULLB❑X TV PA E LABB❑X E PUL B❑ T PME — ULLB E 2'x3'x3' 7 "x94" PB T❑ P b PME T P E 6'x8' 2'x 'x3' PME CAP 2' 3'x3' S'x1 ,x�, _ I� El O O L — EX, P❑WERP❑LE E C C C RIGHT IN AND -- - RIGHT OUT O�JLY GAS II \-7- 1 2" C 233' Q PU X TV 2' 3' Q fn PU -LBOX T D p � = a a o 0 EX. P❑WERP❑LE E re 4529088E 50' 4 v p m REMOTE CONT. SWITCH m EX, POWERPOLE E a Q O � v Q 48603 4857827E 50' 2150587E-50' d�1S cn EX. P❑WERP❑LE E EX, P❑WERP❑LE E EX, P❑WERP❑LE E EX, P❑WERP❑LE E 1 O Eof, E E E O C3 Q E — Q Q E E E E E E E E E E o E E • E E GRAND AVENUE end aNv�As � W D M— M — — AA — — AA- M M M M M M M AA E E o —� v „ T ❑ i 212397S 46' To EX. 2" GAS 45254550E 50' 4529416E 60' 50/120-240/12 900KVA CAP BANK EX, P❑WERP❑LE E EX. P❑WERP❑LE E EX. 4" GAS EX. POWERPOLE E 4 5" 4565338E-65' GAS 1 5" 4 5" 2 5„ 2173512E-50' 4 5" 4 5" EX. P❑WERP❑LE E PULLB❑X T PAD E PAD E VAULT E 1 2„ VAULT E EX, P❑WERP❑LE E 246' 255' 2'x3'x3' 229, 72"x94" 468' 721' 72"x94" 7'xl4'x8' 192 207' 235' j 249' S55' 7'x14'x8' 199' 202' ' CAP TO VAULT POLE TO VAULT PD TO PAD VUALT TO 397S VAULT TO VAULT VAULT TO PME PME TO PAD VUALT TO 824E VAULT TO VAULT VAULT TO POLE VAULT TO CAP 21191SS 70' 15/120-240/12 285' 293' PULLBOX TV 736' PULLB❑X TV 195' S70' EX, P❑WERP❑LE E 75' 178' 2'x3'x3' 2'x3'x3' CAP TO PB POLE TO PB PB TO PB PB TO PB PD TO PD PD TO POLE PB TO CAP 2 4" 2 4" 2 4" 2 4" 4857824E 50' 2 4" 1 5„ 2 4" 2 4" EX, P❑WERP❑LE E 300' 309' 736' 184' S70' 95' 161' 164' CAP TO PB POLE TO PB VAULT E PD TO PD PULLB❑X PB TO PB PD TO PD VAULT TO 699S PD TO POLE PB TO CAP 7'x14'x8' 2'x3'x3' 11699S 45' EX, P❑WERP❑LE E CALLO UT KEY (MAINLINE CONDUIT SIZES) ELECTRIC NUMBER OF CONDUITS # SIZE OF CONDUITS) , XXX' CONDUIT FOOTAGE BUTSKO TV ,UTILITY DESIGN, INC. AN NV5 COMPANY NUMBER OF CONDUITS # SIZE OF CONDUIT(S) 26835 JEFFERSON AVENUE SUITE A' XXX' CONDUIT FOOTAGE MURRIETA, CA 92562 TEL:951-834-9920•FAX:951-834-9930 B V�T 1I�1 SKO WWW.BUTSKOUTILITY.COM GAS ,� SAN DIEGO*ORANGE COUNTY*INLAND EMPIRE*CENTRAL COAST Gas da NUMBER OF CONDUITS # SIZE OF CONDUITS) Project Sheet XXX' CONDUIT FOOTAGE BAMIYAN MARKET PLACE TELEPHONE note OF JANUARY 7, 2019 NUMBER OF CONDUITS # SIZE OF CONDUITS) 0 50' Scale XXX' CONDUIT FOOTAGE 1" = 50, 2 W I a 4 � � _ 0 El E � ® — m n nnn a a GRAND AVENUE (SR-74, CAL TRANS) GRAfd9—AVE GRAND AVE ♦ + BEGIN RET. WALK f2.5' RET. WALL f4' RET. WALL f4' ILL p mmmodw— Fp a a s 0 o b 4 a ° END RET. WALL mawIl 4 Q r I®n �1 I e+x 4 n Iv bQ bQ Qb a a a as b q - I Q T. WA ® \ b b ® ® oz I sz Q b I 61 L7_ .71 *"ET W � 1 ILL— (N) KE D b I '1 TRY CURITY A I I 17FTz s �"� ° ° / I .4, o BEGIN RET. WALL ❑ 1 REMOTE ENTRY o- REMOTE ENTRY o- SECURITY GATES SECURITY GATES — r END RET. WALL f8' RET. WALL �f9.5' RET. WALL t7.5' RET. WALL Z f4.5' RET. WALL _ y li o Fr LAKE TERRACE DRIVE EXISTING SLOPE, TO BE LANDSCAPED FUTURE WROUGHT IRON FENCE WITH PILASTERS PER DETAIL 'B' HEREON. PROPOSED RETAINING WALL PER PLAN AND DETAIL 'A' HEREON. LENGTH PER PLAN PRECAST CONCRETE CAP ON (1/2") MORTAR o a a d a ZD SETTING BED DOWEL IF REQ'D d a `O d d a a o I d SPLIT FACE, CONCRETE WROUGHT IRON FENCE N ° a d 4 d MASONRY UNIT (CMU) IL C� o WALL. COLOR TO MATCH N d a d a ARCHITECTURE. CONCRETE MASONRY UNITS o N a 4zi d d a a W/ FULLY GROUTED CORES Al _ AND RE-BAR AS REQ'D c;l �` = a 4 a d BRICK FACE VENEER W/ (3/8") TOOLED c o d d d a co MORTAR JOINTS cz() ma d d ---- CD Q 4 ° < (8"x8") GROUT � o CD � ° ° d d a a _ FILLED MASONRY UNITS o I 4 d 4 d «O Q d N a d PCC FOOTING � 0� a CONCRETE MASONRY U N ITS w 4 p d d /\\/\\/\\/\\ g a //�//�//�//\ //\//\/ OR CONCRETE PIER BASE W/ Q N d d d 4 RE \/\/\/\/\ //\\/\\/\\/\\ J INF. AS REQ'D a o d aj a d 4 /\\/\ /\\/ COMPACTED AGGREGATE w d \/\ / /\ \; Y (8") CONCRETE Q TOP OF FOOTING FOOTING R E I N F. AS R EQ'D. z BEND VERTICAL STEEL IN 60 0 30 60 120 180 Q \\\\\\\\ \ BOTTOM OF HEEL/TOE \/\\ \ \ \ \ \ \ \ \ \ \;/\\/�\\// OPPOSITE DIRECTIONS COMPACTED S U B G RAD E Q REVISION BLOCK m B 0 TTOM OF F00 TI NG/KEY " ' o \\\\\\\\\\\\\\\\\\\\�\\�\\�\\�\\�\\�\\�\\/�\�/�\�/ NOTES: ELEVATION Q�pF ESS/°Nq z N0. DATE SCALE: 1 = 60 co 1. THIS DRAWING IS FOR INFORMATION PURPOSES O N LY AND NOT FOR C O N STR U CTI O N. w� o �� N C �"� \\Y��\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\� 2 D 0 NOT SCALE DRAWINGS. ��Q o� PLANNING ENGINEERING SURVEYING 1DETAIL USED WITH PERMISSION FROM www.CADdetcils.com/info m 3990 Ruffin Road, Suite 120 SHEET SHEETS r, m /./,/��//�//��j��j\�/,\�j��j�/,,/,./, •/,\,\\��\\��\\��\\��\\��\\��\\��\\'�\\'��\��\��\��,\��,\��/, REFERENCE NUMBER 000-316C. No.C70666 San Diego, Ca. 921 23 o CITY OF LAKE ELSINORE N * c/v I * 85B-5B0-1 141 co A SPLIT FACE CMU WALL (TYP.) OUGHT IRON FENCE W/ CMU PILASTERS qTF F��•P 858-5B0-B1 57 Fax WALL AND FENCE PLAN NO SCALE B NO SCALE °F cA�� APN 381 320 020/023 BAMIYAN MARKETPLACE STEPHEN C. OTT DATE CITY OF LAKE ELSINORE, CA o a 3-1-21 76020.10