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Home My WebLink AboutPZ - Concept utility plan = THE Z W � Mzw —• H 7 m o o 0 i LAND � o �, m " Nu CO I� M ■ THRUSTON KENNETH LAVANE I �� IIII,IIII . WQ LJ 'F0 = o_' Lu w 5201 W FRANKLIN RD I GROUP ■_ / I IIII IIII TLG PN:122128.00 r L U a U _ - IIIII� 11IIIIIII Q o � LLx N00°38'31"E 432.02' IIIIII = Q o °m o ILL LL o = Q - I°IIII Sheet Notes: U. M j' 6 BUILDING J 3 1. THESE CONCEPTUAL ENGINEERING PLANS PRESENT ONE METHOD BY WHICH MUNICIPAL SANITARY SEWER AND POTABLE WATER SERVICES CAN BE 1 SELF-STORAGE �I LJ1 �I EXTENDED TO AND SERVE THE PROPOSED PROJECT.THESE ARE NOT DETAILED `JL 4- — I I' IIII IIII CONSTRUCTION PLANS. CHANGES SHOULD BE ANTICIPATED BETWEEN THESE - _ I CONCEPTS AND FINAL ENGINEERING DESIGNS OF THE PROPOSED IIII . � I III IIIIII IMPROVEMENTS. - _ - I I pl IIIIIIIIII _ JA� I I 11 p4w o00 ��;llll w w w u CIO R� y CO / I co I I I I� O w u> >�a u� j O i _ + mZ w vimaiiLc [CZ _ L I I ! � illl �pO H Z�u1�wOwaL N - - BISON NW LLC / I 1 I'illll � Water Keynotes: �❑# uZ 6 oao<j3:t 0� o Wiz= �aw�~ 5233 W FRANKLIN RD _ A N I I m�"o G-SaZW= wQ0 Cm 1. CONNECT TO AND EXTEND EXISTING CITY OF MERIDIAN WATER MAIN o o _ u w W o + — ,' ' ' cr I 1 t z=�= ��°Vwvwa~zg� 0o ao ��a� wW� �=F3z o +� � - w II 2. INSTALL BLOW-OFF FOR FUTURE CONTINUATION w o ;> z z W z - - cD I I w� w w O } p I I I I lill IIII 3. INSTALL FIRE HYDRANT �Cc, Ln u o o o�o o o f I I.IIII CANOPY G CANOPY H I I wzo� =aw=;wm nJ= .ill�l a' W g a ii O v�H J K a K I T ' III 4. STUB WATER MAIN FOR FUTURE EXTENSION TO SOUTH BY ADJACENT =a W a z EX SSMH 01 z u' EHICLE STORAGE EHICLE STORAGE I 0 o P a o u v Z W _ o Q v I 1 DEVELOPMENT. a <8 w, X W a=z o o Z LL�W ZZ0 FHtn w� �Fw� <<F- 1 1 U w I I I4II ZZOaV OJLf)Z�VOwaaO-W II tai ��2a= �C��OFHv=iZLnw -�• - --- — - .... ..amO V w..a w z O= =ocnZ� _��V u=�oO�Zr �.� r Vaaa ro o r rVoao 4 U T N001758 E 666.56' I ^ ao 20'PROPOSED I Sewer Keynotes: 0 — w �O EASEMENT (D RETENTION AREA I 1 Z < Z °„ 1. CONNECT TO AND EXTEND EXISTING CITY OF MERIDIAN SEWER MAIN o � CD Ij z oc 2. INSTALL SEWER MANHOLE ._ o < N I I 1 m (nn III i Y 3. STUB SEWER MAIN FOR FUTURE EXTENSION rILL. U o CD I IIII U o CD N I z I I I II °IIIIII p z 4. INSTALL SAND/OIL SEPARATOR FOR CONNECTION TO WASH BAYS N� I I III IIII IIII = — LO 1- z60 J 1 IIII IIIIIICD N r 1 I III I I II CO) w Q / II IIIIIIIII Z FRANKLIN HOME LLC m I I 1 IIII III _ 5275 W FRANKLIN RD I CANOPY E I I I IIII L VEHICLE STORAGE I 1 I III IIII IIII 1I OIII IIIIII J N SSMH 01 O N T: I— SSMH 03.1 2 BUILDING B � III II III p w I O O SSMH 05 Cl) o Q I I SELF-STORAGE I I (IIII II� _ I 1 � II II II IIII IIII w m 20 PROPOSED I � I 1 I I IIIIII IIII �I 1 1 EASEMENT C/, 0 20' PROPOSED 1 1 I I L III IIII I EASEMENT I 1 I ��III o 8_1 �I ��IIIII. o Q 1 N 205 LF OF 8-IN PVC AT 0.60% I m I llld' CD Ln o I I o I N D m o I I I '�IIIIIIIII CID r z I I 228-LF OF 8-IN PVC AT 0.60% w I BUILDING m o I 1 I ill L, 0 LL 0 0o I 11 / � 3 ��VEHICLE STORAGE I I IIIII�II CD 60 CD 1 1 1 I I I °1;ill IIII l Z _ 121_LF12-INC900 `° ^ _- - - - - - - - - - N � U z CD a i i 1 V/ M�ZL M��ZL M ZL M ZL MIZL 4 1 _ J L„ a� I I F ® ® /- - - - - - - - - - - - - - - -- - - - - - - Z FM N00°32'40"E 200.07' I I J / I O — J L - - - - - + L — 1272-LF12-INC900- - - - - - - - - - - - - - __/ + // v 3 10+00' M,,ZL 11+00 M ZL 12+00 M ZL 13+00 14+00 ivy �E 15+00 M ZL 16+00 '� r BUILDING C z SS,8 SS 8 S 8 SS�B ISS 8 SS 8 T I SELF-STORAGE (D v Z -350-LF OF 8-IN PVC AT 0.40% 332-LF OF 8-IN PVC AT 0.40% - _ — - uj Q I 3 2 = — — — — — — — — — — — — — — — — — — — — — — — — — — ' SSMH 02 2 SSMH 0302 S00032'40"W 1298.01' LSSMH 04O SSCO 01 T 3 21-LF OF 8-IN PVC AT 0.40% DESCHUTES INVESTMENTS LLC 0 5445 W FRANKLIN RD \ EntitlementmConcept Utility 0 60' 120' Ln Horizontal Scale: 1" = 60' _7I In w 0 V Z O I-_ u V Lu Lu a 0 a J W 0 DATE: DRAWN BY: TLG CHECKED BY: JD JOB NUMBER: SHEET TITLE ENTITLEMENT CONCEPT UTILITY SHEET NUMBER C � i 0 ■ SHEET or T H E Z W Mzw �� L 7 moo 0 � � BLAN D luU " NU . CO I� M W U � � � � wU - GROUP ° � Moo� � 0 w_ TLG PN:122128.00 r V � Lu U } U a P U O LL X O = Q rN m 0 u- U = Q Sheet Notes: 1. THESE CONCEPTUAL ENGINEERING PLANS PRESENT ONE METHOD BY WHICH MUNICIPAL SANITARY SEWER AND POTABLE WATER SERVICES CAN BE 2562 2562 EXTENDED TO AND SERVE THE PROPOSED PROJECT.THESE ARE NOT DETAILED SSWR FRANKLIN: Sta. -O+GO - G+GO CONSTRUCTION PLANS. CHANGES SHOULD BE ANTICIPATED BETWEEN THESE CONCEPTS HORIZONTAL SCALE: 1" — 60' MPROVEMENTS. D FINAL ENGINEERING DESIGNS OF THE PROPOSED VERTICAL SCALE: 1" = 6' 2556 2556 Z U W Lu Owe >�atn jp Lu O p 2 Z 0 w p w LL w c�HU � zW -�zz�n>F Z w Qa F w 0 0 Uwe DaUw pOUI a 2550 2550 m��o G��aZW=�wao MU Fp0,U (~lI�2[C�O pwrC u 1 0=,-= ��°oL-uU-, z EXISTING GROUND AT a< J= ° o t�w z W~F0 07}ZZZ�Wp..ZJ Lulu wa Oaz �O PIPE CENTERLINE �oQ� ow�uo� OF w z p� cn2 a cl ---- — ---- U zw >O=z z w 2544 2544 aOwNw O w a zOKeynotes■ 0� Jaa 2 ��wW z Z o a V O w u Z w a�O w w 1. EXISTING SEWER MANHOLE WAS NOT INCLUDED IN PROJECT SURVEY. g o z�� m Z Z o w c 21-LFOF8-IN PVC AT0.40°/ w 7a2 w. <uwa2�W0 LOCATION AND ELEVATIONS AS SHOWN ARE APPROXIMATE AND BASED ON =o�Z c _0�z=z o o 3 Z CITY OF MERIDIAN GIS RECORDS. r U a a a m o 2538 2538 236-LF OF 8-IN PVC AT 0.40% 236-LF OF 8-IN PVC AT 0.40% SSCO 01 SSMH 02 2532 8-IN CO PER ISPWC SD-506 48-IN MH PER ISPWC SD-501 SSMH 01 2532 STA: 5+41.70, 0.00, STA: 5+21.16, 0.00 48-IN MH PER ISPWC SD-501 EX SSMH 01 RIM: 2543.33± STA: 2+85.58, 0.00' 48-IN MH PER ISPWC SD-501 RIM: 2543.17± RIM: 2544.48± STA: 0+50, 0.00, IE OUT: 2536.69, 8-IN PVC (E) IE IN: 2536.60, 8-IN PVC (S) RIM: 2545.55± IE IN: 2536.60, 8-IN PVC (W) IE IN: 2535.56, 8-IN PVC (W) IE OUT: 2536.50, 8-IN PVC (E) IE OUT: 2535.46, 8-IN PVC (E) IE IN: 2534.52, 8-IN PVC (W) 2526 2526 z 2520 2520 mi N CR co m co'l- "I- 't se r � LC) LO LO LO LO N N N N N 6+60 6+00 5+40 4+80 4+20 3+60 3+00 2+40 1+80 1+20 0+60 0+00 -0+60 0 0 0 0 N co 2562 2562 O LL 0 SSWR ONSITE: Sta. 8+40 - 20+40 Z HORIZONTAL SCALE: 1" = 60' O — VERTICAL SCALE: 1" = 6' v 2556 2556 z w .= w 2550 2550 Z u- cANN 3 LL EXISTING GROUND AT ■ PIPE CENTERLINE 2544 _-- —————————————————— ———— ---- ---- — 2544 �� ---- ----------- ---� O 205-LF OF 8-IN PVC AT 0.60% 2538 � 332-LF OF 8-IN PVC AT 0.40% ' 350-LF OF 8-IN PVC AT 0.40% SSMH 05 2538 SSMH 04 48-IN MH PER ISPWC SD-501 Ln SSMH 03 48-IN MH PER ISPWC SD-501 STA: 18+87.48, 0.00' STA: 16+82.07, 0.00' RIM: 2544.77± SSMH 02 48-IN MH PER ISPWC SD-501 RIM: 2544.20± IE OUT: 2540.76, 8-IN PVC (W) 48-IN MH PER ISPWC SD-501 STA: 13+50.07, 0.00' 2532 STA: 10+00, 0.00' RIM: 2543.12± IE IN: 2539.53, 8-IN PVC (E) 2532 RIM: 2543.33± IE IN: 2538.10, 8-IN PVC (S) IE OUT: 2539.43, 8-IN PVC (N) z IE IN: 2536.60, 8-IN PVC (S) IE IN: 2538.10, 8-IN PVC (E) IE IN: 2536.60, 8-IN PVC (W) IE OUT: 2538.00, 8-IN PVC (N) g IE OUT: 2536.50, 8-IN PVC (E) o 2526 2526 u U Lu Lu F a p 2520 2520 W O N Lq CO O O N N Lf7 CO O p co CV CV M N M co co co M LC) Ln LC) LC) LO LO LO LO LO LO LO LO LO LO LO LO N N N N GV N N N N N N N N N N N DATE: DRAWN BY: TLG 8+40 9+00 9+60 10+20 10+80 11+40 12+00 12+60 13+20 13+80 14+40 15+00 15+60 16+20 16+80 17+40 18+00 18+60 19+20 19+80 20+40 CHECKED BY: JD JOB NUMBER: SHEET TITLE ENTITLEMENT SEWER PROFILES SHEET NUMBER ■ SHEET