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PZ - Public Utility Plan xONAL ,f 0 Q 9�� R R R R/W R/W R J 0 r /W R/W R/W R/W R/W SLY KEG R/W R/W R/W R/W R/W w w F I Z 08/02/21 R/w R/W R/W R I R/W z F_ z W. FRANKLIN ROAD — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — W. FRANKLIN ROAD W. FRANKLIN ROAD PROJECT LOCATIO LW w O a t � I � o o 0 a w O a F z O_ HIGHWAY 84 N w w > Q - r�� 0 VICINITY MAP v Q I I NOT TO SCALE ca o LEGEND 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 57' N o c c c GAS LINE 30 Fo Fo FIBER OPTICS LINE ;L _ _ N89_13'12"W 417.83' L - � SD—SD STORM DRAINAGE LINE N 06 I T T T TELEPHONE LINE w .!Al 17.2' 611 W c c c CABLE LINE 00 OVERHEAD & MAN DOqR GI ci GRAVITY IRRIGATION LINE 3 I ca (25'x50') - 12 UNIT 71 8 PI PI PRESSURE IRRIGATION LINE - w EP EP EDGE OF PAVEMENT z Z — LOT 2 Q \ 3 2.00 AC.± EG EG EDGE OF GRAVEL J w � � EMERGENCY EXIT--,,, � r7 r!i MANUAL GAT �? I SO SEWER MANHOLE LJ..I W MAIN ENTRY rnl ® SEWER CLEANOUT AUTO GATE wV ssco a _ J x WATER VALVE Q (n PRIVATE ROADWAY(NOT A PART) r - R 1 N ® WATER METER O O B 10 O FIRE HYDRANT O _ N89°13_ 492.87' o - OVERHEAD & 'MAN DOORS � � < C _ o� (25'x50') - 10 UNITS 'n M ai w ® CATCH BASIN 0 ©D STORM DRAIN MANHOLE w b „ o W EMERGENCY EXIT 0cV W N00°46 47 E a MANUAL GATE z o- w NEW ASPHALT PAVEMENT z M Q L1J 33.50 r� N89°13'12"W 503.55' O 37'-�-37' CONCRETE U Z a ° d 10'x15' - 38 UNITS LJJ — a 74' 25' 1 ----� _ .. - - - 25.1' �-- Q !c� OVERHEAD DOORS �/ OPEN FACE OPEN FACE J JO 3 1, iv 7j8 0 (12'x45') 63 (12'x45') 37.6 NOTES - w Q 6 10 RV UNITSINSIDE UNITS HAVE z z cri ao- 10 RV UNITS X o0 INTERIOR DOORS OVERHEAD DOORS N SITE DATA O "' N x m-x 5'x5' - 24 UNITS I I / / /39.3' 10'x10' - 3 UNITS z � � TOTAL AREA OF SITE f7.79* ACRES _ z w� 5'x10' - 26 UNITS w ® p TIEBS 10'x20' - 44 UNITS Lu Q 3 �A ® J 10'x10' - 104 UNITS Cn * THE SITE AREA IS BASED OFF ON AN ASSUMED PROJECT BOUNDARY. THE PROJECT M J a 1O'x15' - 8 UNITS LOT 1 ~ � BOUNDARY SHOWN IS AN ANTICIPATED BOUNDARY BASED ON THE MASTER PLAN FOR Q oYc 00 _ ~ CL 15'x15' - 2 UNIT OVERHEAD DOORS o °'• Z z N Q N o4 5.79 AC.± rn I THE TEN MILE CREEK DEVELOPMENT AND WON'T EXIST UNTIL THE SITE IS PLATTED. z Q . � 0 � OFFICE - 4 UNITS Sri N � > Z 3 23 �- Z °d r N N OVERHEAD DOORS N BLOCK 1 ° a _� Q M N �I ZONING O m 23' `-39 2' 10 x10' - 2 UNITS a s a ° ° s --54.3' CO'Z I o EXISTING ZONING (CITY OF MERIDIAN) C-G U NO BUILDING a- I N vi � 25' 66 10'x15' - 30 UNITS RV a � / UNCOVERED a .-. DUMP ° (12'x40') ° 0- Tn PROPOSED ZONING (CITY OF MERIDIAN) C-G 10'x2O' - 30 UNITS Lo � RETAIL STATION' ° 17 RV UNITS s ° X x a ° ° ° a e 3 OVERHEAD DOORS SETBACKS C-G J ° s ° ° a I FRONT SETBACK REAR YARDSETBACK 0' INTERIOR SIDE YARD SETBACK 0' ( rn in °0 12'x12' 'n o M STREET SIDE LANDSCAPE BUFFER ON 10' ro MANUAL A LOCAL STREET U MAIN ENTRY OVERHEAD#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') --- -- CON RAC OR NITS � ------- ----- _ " 18 UNITS 5.0' CONTRAC OR UNIT bc N FACE 51 )P� ,roe � EG (14'x35' O UTILITIES Z TOP�rop Ec D 7-EG MAN GATE 7 UNITS B8 (14'x45' I 19 7 OpE 3 TOP- -to Ec� ) X UN1S ,, WATER: CITY OF MERIDIAN } Ec�p ^ TOP Eck 13 UNITS f OPEN FACE 11 Rv rn SEWER: CITY OF MERIDIAN D EG�EG—EG EG_EG_ N85°08'26"W MAN GAITE 101RVxUNTS B9 MAN GATE 1,3�„E Ag6• N POWER: IDAHO POWER 733.48 , ^3 NATURAL GAS: INTERMOUNTAIN GAS CO. EG EG—EG— TELEPHONE: CENTURYLINK � � N5 TOE�TOE TOE TEN MILE CREEK �° � MAN GATE M\`E CREEK �_TOE EG EG EG aTOE TOE TOE TOE TOE TOE %�TOP —_EG�EG o EG —EG EG EG C 3 BEN EG_ EG— 0 TOES TOE TOE— TOP�TOP—T�EG�EG—EG O EG�EG EG— SHEET INDEX a TOP TOP TOE TOE TOE 70E�TOE 70P TOP Op EG EG F N EG—EG��EG—EG— EG� �—SOP/ N TOP TOP TOE TOE —TOE —TOP TOP G oP O — 3 TOP TOP� TOE TOE TOE TOE�TOE� ��E EG—EG TOP_ 1oE� SHEET C1.0 CONDITIONAL USE PERMIT - SITE PLAN o TOP TOP TOP —TOE— TOE TOE— TOE TOE EG TOE— _f or—`� pP EG �0 STOP— TpE JOE� SHEET C1.1 CONDITIONAL USE PERMIT — UTILITY PLAN �� TOE�JOE/ TOE� _ -TOP TOP TOP E aTOP TOP Top —TOP TOP TOP TOE TOE TOE TOE TOE E—TO TOE TOE TOE TOE TOE—TOE TOE a o �� �Top Top �TOE�TOE�TOE� —TOE— TOP TOP TOP— —TOP TOP TOE TOE—�TOE E N G I N E E R I N G TOP TpP TpP TpP BOISE,IDAHO 83713 TOP TOP a TOP TOP TOP Top TpP TOP 5725 NORTH DISCOVERY WAY d TOP 3 TOPS PHONE(208)639-6939 kmengllp.com U 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 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