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PZ - Site Plan xONAL ,f 0 ° 0r R R R R R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W �� °` LY gEI1 —R /1l_ R/W R/W R/W R w I z 08/02/21 -R/W— z JW. AI D z — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — W. FRANKLIN ROAD W. FRANKLIN ROAD PROJECT I LOCATIO w O a t � I I o o ITT — — — — — — — — — — — — a o~^c LLI cc Q � w O a F z C � I I vi N Z O_ HIGHWAY 84 N w � 3 WLu w Q a 0 I VICINITY MAP v I Q I I NOT TO SCALE m I � o LEGEND w Lu — — BOUNDARY LINE Q I o 3 > Z LOT LINE EXISTING CENTER LINE — — ADJACENT LOT LINE 3 — — — — — — R/W R/W RIGHT OF WAY S S S SANITARY SEWER LINE W W WATER LINE 00 57' N o c c c GAS LINE 30 Fo Fo FIBER OPTICS LINE _ i L _ _ N89_13'12"W 417.83' L SD—SD STORM DRAINAGE LINE N ro �° T I T T T TELEPHONE LINE T w I 7 !Al 17.2' B111 W c c c CABLE LINE 00 OVERHEAD & MAN DOORS GI ci GRAVITY IRRIGATION LINE Od 3 I ca (25'x50') - 12 UNITS 71 8 P� PI PRESSURE IRRIGATION LINE - I ..Cn L _� a ° Z - w EP EP EDGE OF PAVEMENT LOT 2 \ 3 2.00 AC.± EG EG EDGE OF GRAVEL w EMERGENCY EXIT Ki r!i MANUAL GATE �? CO SO SEWER MANHOLE / LO (0 OILu ("—MAIN ENTRY rnl 0 SEWER CLEANOUT LJJ jjjAUTO GATE wV ssco � PRIVATE ROADWAY(NOT A PART) / _ F x WATER VALVE jar r41 Q B 10 _N ® WATER METER II= O `` o FIRE HYDRANT Q / - OVERHEAD 8c 'MAN DOORS � � � � C M-�_ _ — _ — _ N89°13_ 492.87' o i (25'x50') - 10 UNITS G uI ��� oN ai w ® CATCH BASIN Q b W o EMERGENCY EXIT I 0N ©D STORM DRAIN MANHOLE — L.LI I N00°46 47 E M a MANUAL GATE NEW ASPHALT PAVEMENT Lu W z W M 33.50' N89°13'12"W 503.55' w o o CONCRETE or- Q (� Q 37'—�-37' - B2 z ° a Q 10'x15' - 38 UNITS LJJ Q iv OVERHEAD DOORS �/ OPEN FACE OPEN FACE J J ~O 3 cfl B1, ,ti C� /78 6 (12'x45') B3 (12'x45') 37.6 NOTES _ Lu Q 6 10 RV UNITS INSIDE UNITS HAVE N o z cri ao- 10 RV UNITS C. X o0 INTERIOR DOORS OVERHEAD DOORS N SITE DATA S Lu N x x-Co" 5'x5' - 24 UNITS I G 0 39.3 I I rFTBS 10x10' - 3 UNITS TOTAL AREA OF SITE f7.79* ACRES z _ z w 5'x10' - 26 UNITS > ® ® ® 10'x10' - 104 UNITS 1O'x20' - 44 UNITS LLJ Q M� J a o 10'x15' - 8 UNITS - * THE SITE AREA IS BASED OFF ON AN ASSUMED PROJECT BOUNDARY. THE PROJECT Y LOT 1 a, ~ BOUNDARY SHOWN IS AN ANTICIPATED BOUNDARY BASED ON THE MASTER PLAN FOR oc ~ 15'x15' - 2 UNIT OVERHEAD DOORS Z - N Q N o 5.79 AC.± � ai o I THE TEN MILE CREEK DEVELOPMENT AND WON'T EXIST UNTIL THE SITE IS PLATTED. Z Z Q ° N � OFFICE - 4 UNITS Sri N 23' r— Z °d r N OVERHEAD DOORS N BLOCK 1 Q M of �I ZONING O m 23' `-39 2' 10 x10' - 2 UNITS a s° a ° ° s --54.3' C0 z I o EXISTING ZONING (CITY OF MERIDIAN) C-G U � NO BUILDING wO- I N vi 25' 66 10 x15' - 30 UNITS RV G / UNCOVERED a ° DUMP ° (12'x40') ° o- Tn PROPOSED ZONING (CITY OF MERIDIAN) C-G 10'x2O' - 30 UNITS �n RETAIL STATION' ° 17 RV UNITS s ° x_x a ° ° ° a e 3 OVERHEAD DOORS SETBACKS C-G J ° s ° ° a �v FRONT SETBACK in I REAR YARD SETBACK 0' qt INTERIOR SIDE YARD SETBACK 0' `O rn in °0 C6 12'x12' 'n o M STREET SIDE LANDSCAPE BUFFER ON 10' MANUAL co A LOCAL STREET U MAIN ENTRY 0 ERHE D#DOORS ORS - _ 12'x14' TALL 25 8' STREET SIDE LANDSCAPE BUFFER ON 20' AUTO GATE -- T •H• DOORS COLLECTOR STREET -_ EG B 7 (10 x20') --- - CONTRACTOR NITS ------- ---- _ ci�m 18 UNITS 5.0, CONTRAC OR UNIT N FACE 51 )P roe EG (14'x35' D O UTILITIES Z TOP�ToP Ec EG MAN GATE 7 UNITS B8 (14'x45' I 19 7 OPE 3 TO —to EGA ) ` (12 X45)UN1S ,, WATER: CITY OF MERIDIAN } - EG��`- TOP Eck 13 UNITS f OPEN FACE 11 P, rn SEWER: CITY OF MERIDIAN EG�EG—EG EG OPEN N85°0$'26"yy MAN GATE 101RVxUNTS B9 MAN GATE 1-3i„E �g6• N POWER: IDAHO POWER _ 733.48 , °3 NATURAL GAS: INTERMOUNTAIN GAS CO. TOE EG TOE TEN MILE CREEK d�` Ec EG EG_EG-EG-EG- � MAN GATE � ' N 5 �`ECREEK TELEPHONE: CENTURYLINK i TOE S TOE / �F�p�EG N EG —EG BEN M EG— V TOE To TOE —TOE �Top TOP �EG� co EG�EG�EG� C 3 —EG_ o TOE TOE To — TOP TOP TOP EG—EG EG EG EG G—EG �Op SHEET INDEX a TOP TOP TOE TOE TOE TOE 70E TOE— TOP TOP pp EG EG EG 0V —EG��EG—E —EG� — TOP TOP TOE TOE —TOP TOP TOP O 0 3 TOP�TOP� TOE�TOE TOE TOE�TOE� �E EG—EG Top_ 1oE� SHEET C1.0 CONDITIONAL USE PERMIT - SITE PLAN T0p TOP TOP —TOE— TOE TOE—�TOE TOE TOE— TOE OT—`� Op EG �0 TOP— TOE SOE/ SHEET C 1.1 CONDITIONAL USE PERMIT - UTILITY PLAN �� TOE�ZOE/ TOE� _ -TOP TOP TOP E aTOP TOP TOP —TOP TOP TOP TOE TOE TOE TOE—0 E—TO TOE TOE TOE TOE TOE—TOE TOE a o �� �Top Top� �TOE�TOE—_TOES —10E— 00 Top Top TOP —TOp TOP TOE TOE—�TOE E N G I N E E R I N G TOP TOP TOP TOP BOISE,IDAHO 83713 TOP TOP a TOP TOP TOP TOP TOp TOp 5725 NORTH DISCOVERY WAY d TOP 3 TOPS PHONE(208)639-6939 kmengllp.com DESIGN BY: TA Z CURVE TABLE DRAWN BY: JJ/WHB 3 w CURVE RADIUS LENGTH DELTA CHORD BRG CHORD CHECKED BY: KSK/AY D C1 85.00' 133.52' 90°00'00" N45°46'48"E 120.21' DATE: 08/02/21 CONDITIONAL USE PERMIT - SITE PLAN PROJECT: 20209 m C2 304.71' 26.97' 5*04'14" N3°14'30"E 26.96' SHEET NO. 0 0 50 100 150 C3 226.50' 76.43' 19°20'00" N85°11'34"E 76.07' Plan Scale: 1" = 50' C1.0 N O N d xONAL ,f 15" I�1 "GI 15"GI Q 9� II� Mj 15"GI 15"GI 15"GI R R R R J 0 R/w R R R R R R R �� wLY KEG R/W R R/W R R/W w I I ? 08/02/21 3 z W. FRANKLIN ROAD D z ?"W 12"W�- l "W 12"1'�' 12"w 12"W 12"w 12"W 12"W 12"W 12"W 12"W 12"w 12"W 12"W 12"W 12"w 12"W 12"W 1 "W 12"W 12"w 12"W 12"W 12"W 12"W 12"w 12"W 12"W 12"W _ _ _ _ _ 3 -247SD 24"SD 24"SD 24"S - - - - - - - - - - - - - - - - - - - - - - - 18"SD 18"SD 18"SD 18"SD 18"SD 18"SD 18"SD 18"SD 18"SD 18"SD 18"SD 18"SD 18"S 18"SD 18"SD 18"SD 18"SD 18"SD 18"SD 18"SD 18"SD 18"SD 18"SD - - !� W. FRANKLIN ROAD 00 W. FRANKLIN ROAD -RW RW RW 00 IWT" RW—wi -RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW R`& RW RW RW RW RW RW RW R RW RW RW Ryy PROJECTznN LOCATIO 0� w18"S 18"S 18"S s10 S 18"S 18"S 18"s 18"S 18"S 18"S 18"S 18"S 18"S 8"S 18"S 18"S 18"S 18"S 18" 18"S s18"S 18"S 18"S 18"S 1 'S 18"S 18"S 18"S s 8"S Q IlJ1��� c� 00 4" �14' I 24"GI 24"GI 24"GI 12"GI 12"GI 12"GI 12"0I Q�12"GI 12"GI 12"GI 12"GI —12"GI 12"GI 2 GI 1 GI 12"GI 12"GI 12"GI 12"GI 12"GI 12"GI 12"GI 12"GI 1 "GI N, Q PIT -PI- -PI� - 0 -PI - —pf— �— -P Pf PI �- - Pr —per - �f - �I — w K I a � � 3 —� s Q t � Z z C W J N N a sw sw sw sw sw sw O ro O a Z 1n 3 I s 8"S ft f I HIGHWAY 84 N Lu w w w I— a d Q < O F----------r\ rt Y I n ro or 'Co 3 Q 'Coa VICINITY MAP a Z I o >Q I N I NOT TO SCALE m ro00 nI 3 ao o Co a LEGEND �-12 SD H p — — BOUNDARY LINE 0 Q I � 0 3 3 Co 1 > a LOT LINE a I a m I — EXISTING CENTER LINE s"w s"w °W �, ADJACENT LOT LINE a 8\ s s� Go ML 00 — — — — — — — R/w R/w RIGHT OF WAY 3 00 S S S SANITARY SEWER LINE n l 10 a W W WATER LINE a 3 I Co 0 c c c GAS LINE Fo Fo FIBER OPTICS LINE N89°13'12"W 417.83' a a ao — — N — — — — — — — SD SD STORM DRAINAGE LINE T T T TELEPHONE LINE W F !�I € k a c c c CABLE LINE N a I 00 k �I co 6 S —GI—GI GRAVITY IRRIGATION LINE 3 I ca SANITARY SEWER & WATER 'Covi POINT OF CONNECTION a PI PI PRESSURE IRRIGATION LINE z o W � a � - a I � cn IZ w - -- EP EP EDGE OF PAVEMENT Q 0 LOT 2 3 3 49: 2.00 AC.± EG EG EDGE OF GRAVEL -00 00 � W 0., a L ® I 9:(�—SD sD so �I OS SEWER MANHOLE LJJ -2 SD rnl ® SEWER CLEANOUT � J wv SKID _ a00 PRIVATE ROADWAY(NOT A PART) ,��' ss - r - - - - - -- _ a� DQ WATER VALVE WATER METER O SANITARY SEWER & WATER PROPOSED STORM WATER O N W/ POINT OF CONNECTION _ SEEPAGE BED p FIRE HYDRANT s w s w s 2 (SIZE TO BE DETERMINED) a Ln 8"w s"w 8"w s"w s"w $"w a"w a"w—�$ � k F s s w N89°13'12"W 492.87's��W � 0 8' s a w ® CATCH BASIN _a 3 II 1MoIRRICATIOTT © STORM DRAIN MANHOLE W NOO°46'47"E OF CONNECTION N z L u I PI PI PI 8"w NEW ASPHALT PAVEMENT PI PI Lu PI PI PI PI PI PI I 3350' PI ' ' " ' a CONCRETE IRRIGAO PONT Q L .aO 0- OF CONNECTION a o 00 I to D J w J � � o N PROPOSED STORM WATER FL z W� SEEPAGE BED z w > I (SIZE TO BE DETERMINED) s w � S s H Q �( LOT 1 ® � -� � 00 5.79 AC.± 00 00 �-SO SO SO Q 00 � cV ® WATER STUB sD sD sD BLOCK 1 - (FOR FUTURE CONNECTION) a = � � Z -0 SANITARY SEWER & WATER - �i z z POINT OF CONNECTION w Co vv I H STORM WATER PROPOSED ° o s 0 N U a vi 2 SD ° ° SEEPAGE BED °' s ° °(SIZE TO BE DETERMINED) 4" Lfl I— L o s PROPOSED WATER 3 w a 8" s"W —s"w 8" 8"w w 8"w ( LINE 40 s"w 8"w 8"W 8"W g"W 8..w 8"w 8"w 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8.1w 3 CONNECT TO EXISTING WATER 00 o N & SANITARY SEWER U " EG m -- -----_- - u d z )P TOP TOPS TOP- EG -TO —� EG O�EG—EG— Top EG_EG 7, EG 'EG� _Ec N85°08' 3 "E Fj.� EG� 26 W 733.48 ' 3 roE TOE TOE TEN MILE CREEK `� E CREEK Q —TOE ` EG�EG�EG EG�EG�EG EG� d �TOE� TOE / 7VP—F�p'EG— EG�EG�EG� TENM —EG— TOE TOE�TOE —TOE �TOP��EG�EG� EG�EG�EG� C3 —EG_ of TOES TOE TOE— TOP TOP TOP EG—EG�EG� EG EG G—EG OP a TOP TOP TOP TOE TOE TOE TOE TOE TOE— —TOP TOP TOP EG EG EG FFr�: —EG��EG—E EG 0 3 TOP TOP TOP TOE TOE TOE TOE TOE TOE TOE —TOP TOP TOP� �Fru EG—EG -To? TOE' 33 T0P TOP —TOE— TOE TOE— 0 EG N \ TOP— TOE TOE—�TO TOE TOE \� OP �pP TOP —TOE of T TOP E—TOE TOE� TOE ETOE OE F -TOP TOP —TOP Top TOE TOE TOE TO TOE TOE TOE TOE TOE—TOE---- TOP TOE T z �TOP a mTOP TOP o \ �� TOP TOP TOP TOP —TOP— —TOE TOE TOE TOE TOE-�TOE—TOE— E N G I N E E R I N G o TOP— TOP TOPS —TOP 5725 NORTH DISCOVERY WAY roP BOISE,IDAHO 83713 TOP Top z OP�rOP �TOP TOP TOP�TOP g �TOP�TOP� d 3 TOPS PHONE(208)639-6939 kmengllp.com U / I DESIGN BY: TA Z CURVE TABLE DRAWN BY: JJ/WHB 3 w CURVE RADIUS LENGTH DELTA CHORD BRIG CHORD CHECKED BY: KSK/AY D C1 85.00' 133.52' 90°00'00" N45°46'48"E 120.21' DATE: 08/02/21 CONDITIONAL USE PERMIT - UTILITY PLAN PROJECT: 20209 m C2 304.71' 26.97' 5°04'14" N3°14'30"E 26.96' SHEET NO. 0 0 50 100 150 C3 226.50' 76.43' 19°20'00" N85°11'34"E 76.07' Plan Scale: 1" = 50' C1. 1 N O N d