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HomeMy WebLinkAboutC-5 - GRADING, DRAINAGE, AND UTILITY SHEET This Document, and the Concepts, Ideas and Design Incorporated herein are an instrument of professional services and are the Property of Mason and Associates, Inc., therefore they are not to be used in whole or part for any other project without the express Written Authorization of Mason and Associates, Inc.© 0 a - w 0 0 0 10 20 40 m Scale, 1"=20' SNOISIA N N N pv-...-.. ..... L.. per,... a _Jt - -- ------ ---- - -- ------- r 7 --EP_----_ !._._ ... .-EP-. .y._ :7rp''-�. � !2 N 1116 / _.. €, PLS 18780 E � FG56.53 FG56.28 F NOT APPROVED FOR CONSTRUCTION REMOVE AND RELOCATE - ...._''; .._.._.___. __._. ° o. EXIS77NG WATER SERVICE 2556.62 - - - - - - - - - - - - - - - - - - - _ - - '> �� ELECTRICAL NO CAP m pa H _V/ _ ;, 2556.62 - - - - TRANSFORMER4 >- o(� �" PER CITY OF MERIDIAN FG 2556.62 �- _ m O `' Z Y C) I REQUIREMENTS FG FG 1 cy oo CONNECT TO EXISTING 8" - - / o�� WATER PER CITY OF v� MERIDIAN STANDARDS ' i �V -- - !- Cl) LLU ��_� r REMOVE AND RELOCATE EXIS77NG -_ - LOG vPI �556.10 , HYDRANT PER CITY OF MERIDIAN l.i% 9.1% - ----- ,4-=: \ fr , ti�'•.�_^ � 1 ' I REQUIREMENTS - ` i ' ' Lj , 2 _ N m 1 __ .__ _ ...... a 556- i �) U ! FINISH FLOOR: 1.4 i ' z 111 L.F. 8'0 WATER ? `° 2556.09 w 2557.25 FUTURE BUILDING PAD � I 3 1 56 L.F. 3' VALLEY GUTTER .... - 38 L.F. 1 1/2" WATER __ ..__ __ a o ......... N `� 38 L.F. 6" SEWER SERVICE 990 L F. f 9/2" WATER O s=2.o% " _ a _.........___ 0.5% 38 L.F. 6 SEWER SERVICE _........ - S=2.0% 3 x ��56.49 1.8% 2.2% 2556.62 2556.62 255 (2) 9 9/2" METERS PER �-�FGFIG ) 0.40% _ __.................... X CITY OF MERIDIAN SD-W4 ! ? 3 2556.62 ( 2556.49 E FG K. FG 2556.62 7/// 2556.62 2.0% CONTRACTOR TO CONNECT TO 8" WATER INSTALL FG FG A 1 1/2" METER SETTER1.75% 1 IPER CITY OF MERIDIAN S117 DWG W40% ; ! � 9.0% 2555.49 2555.25PROVIDE AND INSTALL A 1 9/2" DIA FEBCO 860. I % 23%I 1 ? 255652 FG FG LOGRPBA MUST BE APPROVED BY THE STATE OF2556.19FG 2556.74 k / I 9.9% c, IDAHO DEQ AND THE MERIDIAN WATER FG I �� FG i ��2555.18 _ _ _ r _ _ _ _DEPARTMENT ' - - - - - - - - - - - - - - - ,® TO BE METERED FOR PRESSURIZED IRRIGATION. j' - f 93 L.F. 3' VALLEY GUTTER - - - - - - - / MX ;'� CITY WATER TO BE USED AS A BACK UP i 1 .2 I t 2556.27 118 L.F. 3 VALLEY GUTTER - - - - - - -2556.14- - - - _ - -j - - I N FG LOG 0.5% 2555.81 // FG T - IRRIGA770N SOURCE SYSTEM OWNED BY 1URIN �-' TP 3+93 -"" FG LOG 0.4% / / 36 L.F. 3' VALLEY GUTTER 90' PLAZA HOA AREA OF ASSESSMENT 8710 SQ. FT. (2)1,000 GALLON S&G TRAPS t/ 2556.28 SSMH A-21 1+00 S®GRA lED LID: 2555.66 FG LOG ` I IE OUT 2553.34 WS 293 L.F. 8" SEWER (2) 1 1/2" METERS PER 3` 2556.74 I 0.5% WS / ` SSMH A-1 CITY OF MERIDIAN SD- = -FG - -I - - - - - -.- - - - - - - - - - - - - - - / 2556.14 3 I - - - - - - - - - - - - - - - - - - - _ _ _ - I - - - - - - 8"X6" REDUCER l i::;`,:. .::".;:: ::''> - FG _ _ 90` 1 6" 9 I .,... •:.:' '.� .%` 2556.19` - - - �- - -1- - -' T ' 0'ELL �® 1.0% FG 19 04 L.F. .. .. .. ....: -.. .> ....... � I 1.9% i 2555 6 � WATER ,: I ..... .. .•.......,:: -. . . :;,' # IBM 2 6 G. M I 1 . 2556.52`- i( HYDRANT - :: FG AS SE MBLY • ' � - 2555.10 c N THRUST B - i 1.75%. ... ... ... . .. ... .. .:: ;:- .. .. .,. .:: .::...:.:>:.,.., .. ;i � 2 LOCK PER SD 403 18M 1 I J , , # 2556.62 e ,; � t , :':":. ..:� `..._.. . ..i". �6i::�'`;:�' .r FG i EXISTING SOMH I FG 25 L.F. 9 9/2 WATER ? 2556.49 / RIM:2555.19 I f 2556.62: %' 2556.62 1 r FG :. e FG FG --... LE N.&E. 24" PVC:2551.88 - ORYWELL lA- 2556.49 2556.11 EXISTING SSMH CS Go C4 E FG FG 2556.17 2556.62 2556.62 RIM.2555.24 m 15'Wx75.5Lx9.8'D ROCK • 1 i N FG FG FG I.E. N.&S 8" PVC:2546.60 ° 75.5 L.F. 12"0 PERFORATED PIPE --�- DRYWELL 1Acc . 38 L.F. 6" SEWER SERVICEJ -2.2% ......._........._.2.6% _ 15'Wx75.5 LxI.8 D ROCK ( ;it ± _ IS=2.0% ct 75.5 L.F. 1200 PERFORATED PIPE __._.._..____..._.....-._.___ it 245 !.F 1 1/2 WATER '° goo 38 L.F. 6" SEWER SERVICE n ':. c: _�......._....___ 82 L.F. 3' VALLEY GUTTER Ln m S=2.0% 0.4 F= •�_ 641 W co cc 00 _ - --............. _._ 0.5% 1 E U � j3( { € 1 ! FUTURE BUILDING PAD FUTURE BUILDING PAD ._.-............... 1; N R p II II 2.4% ° 1 i+ CN '2 4% i 1 2556.62 2556.62CN FG N ____ ._.._ A1ED2554.81 2556.09 FG FG LOG AP GALLON _ OUT.i._ _ . ___-_ .....___ ..._..___.. ..._____ ;<;t - 2556.62,.,'.-'..-.-'- 9% E�00 2552.58&G O m . 2Z 2556.09- - ._- - - J` �_- - - 6 6 SD o LU - - - - - FGLOG --____ - - - - - - _ - - - - :.:,. `� C) cq FG 2556_._.._._... _. _._._..__._......_....._ _. __.____.....___._........__......_._. .. _.___._._........_....._.... _...___..___._.__._....._..____...__..__.....__...__ __._..._ ........_ ._.. 2556_........__._..____._..____.._...._..__.......__ �......._.----_ _._. - - - - - - - �....®..- 2556 FGFIG a .� f _ : 1! -2557- Lai PLS 4998 O tp fi,. Ld 1,6 ry �/ (aY 1 LID Q) �n i EXISTING BUILDING f W 1/4 j( - EP _i tip. _ .. i ��CEP= -__.' /' EXISTING BUILDING /�s� ', 00 bi ` ' PLS 18780 I ' FZ TRASH ENCLOSURE �. ! � � EXISTING S&G c ,! ! I i 1921. - a w W. RIM.2554.78 « , 1 E RIM.2554.57 2556, � OF LIB Lu CIO w � w o �