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PZ - Utility Plan IL Q Z M m d \ m 0 LE Y U co 0 O LIL — — a PROPERTY/ROW LINE EXISTING CURB AND GUTTER z IL a 0 PROPOSED CURB AND GUTTER w d PROPOSED STORM DRAIN LINE z M EXISTING STORM DRAIN LINE PROPOSED SEWER LINE SS EXISTING SEWER LINE - -SS- - a ID PROPOSED WATER LINE W M EXISTING WATER LINE -W z EXISTING GAS LINE - -G- - 0., d M INVERT ELEVATION IE W W PROPOSED PROP Z CO c\j 0 F � "to FINISHED FLOOR ELEVATION FFE x I a z � E- 9 a N M EXISTING FIRE HYDRANT � W zCD °0 as tiv� O I � c ►n._ a I I EXISTING WATER VALVE z F c� I W EXISTING WATER METER WM [ w z co N a ►CQnxa3 EXISTING SEWER MANHOLE SS _S89° 17' 04.88"E _ _gyz - _. ,.261.513_ r- — — — — —i I PROPOSED FIRE HYDRANT EG a N -SD----_SD EG i PROPOSED WATER VALVE N S D I PROPOSED WATER METER • WM a. wl N i i MI PROPOSED SEWER CLEANOUT p N I I I II o I I PROPOSED SEWER MANHOLE OS L rO n I _ N tG M I M SEWER DESIGN NOTES: I n � ZI a l I O INSTALL 6"0 PVC SDR-35 SEWER PIPE AT 2% MINIMUM s PER APWA PLAN 431. I I n j al O INSTALL 4" CLEANOUT PER APWA PLAN 431. °° I O n Qnnn END ALL UTILITIES 5' FROM BUILDING, SEE PLUMBING PLANS a N L 3 1 I II � o FOR CONTINUATION -co + -1 W FL W W F W �I ® INSTALL 1,500 GAL. GREASE TRAP PER APWA PLAN 441. RIM=2556.03 a r J 6 6 2 7 IE=2553.00 j i N IE OUT=2551.38 I d I I it o I 1 _ I I � 36"GI 36"GI 36"GI 36"GI 36"GI N s~s s SS S S N INSTALL SAMPLING VAULT PER APWA PLAN 411. °° i _ RIM=2555.93 fip a I I 4 i IE OUT=2550.84 N I S 5 3 FFE=2558.07 © CONNECT TO EXISTING SEWER STUB. Sn 00 "CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR 16.00 CITY OF MERIDIAN 7 �' 4 . �- -- I i I TO ANY CONSTRUCTION." a. � I II WATER AND SEWER EASEMENT PER INST. cq SS SS SS N0. 2019-077073 FDC LOCATION I �1 1 I M C0 IE=2553.00Go N I I Z 0 N IILI Q I n _ I n N s — — — 262.319 — — — — — — — — i WATER DESIGN NOTES: 00 S89' 59' 41.15"W M 1 INSTALL 2"0 HDPE 3408 SDR-9 POLY WATERLINE. Z d ❑ INSTALL 6"0 C-900 PVC FIRE LINE. < W J co 1A INSTALL 2" WATER METER PER APWA PLAN 522. a M s I ❑ END ALL UTILITIES 5' FROM BUILDING, SEE PLUMBING PLANS 0Q Sn FOR CONTINUATION Z 00 cli 0 a M ❑ 2" TAP AND CORP STOP FOR CULINARY WATER CONNECTION. ❑6 6" REDUCER CONNECTION AFTER EXISTING VALVE. � J °° ❑7 W 45° BENDS W/ THRUST BLOCKS PER APWA PLAN 561. •� " Z m Z a � M N N O,^^ 36"GI 36"GI— W d d a RN TONAL a �� \GENS GENERAL NOTES: a 1. CONTRACTOR SHALL CALL 811 PRIOR TO CONSTRUCTION. i 15199 2. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITY LINES AND STRUCTURES PRIOR TO CONSTRUCTION. �9�OF 3. ALL PROPOSED WATER LINES SHALL HAVE A MINIMUM OF 5' OF COVER. 0 20 40 60 4. ALL SEWER, WATER AND STORM DRAIN PIPES SHALL BE BACKFILLED SHEET: WITH SELECT GRANULAR FILL AS PER CITY STANDARDS. �" = �Fe'et 5. ANY OFF SITE DAMAGE TO EXISTING ASPHALT, CURB & GUTTER, Scale in C-3 LANDSCAPING AND ALL UTILITIES SHALL BE REPLACED IN KIND. d 6. SEE UTILITY PLAN FOR CONSTRUCTION OF SEWER AND WATER LINES. L: \Legend Projects\HB Boys — BK Meridian\_Sheet Files\BK MERIDI dwg — — Jul 07, 2021-3: 46pm 7. ALL WORK SHALL BE ACCORDING TO CITY STANDARDS. CONDITIONAL USE DATE: N. 7/7/2021