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HomeMy WebLinkAboutC-6.0 V1II ! I ul nil rl II ! I nil DOUBLE WATER SERVICE CONNEC770N PER CITY OF I I MERIDIAN SD-W4 ' I I ?i'-47'7-f o i � � v I I I I i I i I i i I it I I + 1 I r � ai ! I - I I 1 f I I 7 I I II i a II II i ,I II I I Iy1 i I ii I Ii i Z co i ' E i i i 11 i II II i - I I t I I I II i b i I li I I II I ii i I I ! I 1 II I I II ! I fi I I roi I p j I 11 I 7I � M II tl II � I1 II I 4i U{ I II I I I ,I II REMOVE EXIST7NG (WATER METER DOUBLE WATER SERVICE ! CONNEC77ON PER CITY OF MERIDIAN SD-W4 I I I f 2556.56 FG 175 LF. 1 112" WATER WS T - rf---1 TwS� c 6.56 FGoti.00 FG 2.0% 2557.20 1 1,000 GALLON S&G TRAP FF 85 LF. 4' SEWER ? GRATED LID: 2554.68 IE OUT.,2552.41 ' SERVICE S=2.OX `ru� IE-2553.13 ,.-...,-- - - 6.0% 6.0X r/ DRYWELL 13 - 12'Wx113'Lxi.8'D ROCK a 113 LF 12'PERFORATED P J - S 2556.56 5.0% 5.0% 2556.56 =� =FG x `I- FG I2.3 i ® 1.75X Do ry - 3 8X DB-350 GRAIED UD: 2555.61 IE OUT. 2553.34 DRYWELL 14 3.8X 70 7'Wx65'Lxl.8'D ROCK 65 LF 12 PERFORA7ED PIPE 2.'IXI 1 56.31 1.75X FG 2556.56 255656 ry 85 LF. 4' SEWS 2557.20 / SERVICE S=2.O.K FF I 1E=255a13 175 LF. 1 1/2" WATER FG it 2556.56 20 LF 6" SLEEVE FG 6.5X 2555.46 FG O S RIM:2556 17 INVERT OUT2551.43 6" SLEEVE 2556.40 FI .,: .06 FG:::. • �.... 56.06 2556.56 FG FG 2556.56 FG 1.2% I 1.OX I 1.2% 2556.56 FG 2556.751 1 --- 2556.30� 2556.75 _, Fow ---- - Fov✓ ,. --- ._.� FG FG FG + --F -- eow - -- - - - ---- sow-- I� EXIS77NG 5' SIDEWALK RELOCATE EXIS7IN FlRE HYDRANT 6'-"` I f ! TO THE WEST 255Z20 FF 40 L.F. 4" SEWER SERVICE S=2.OX IE-2551.07 2556.56 555 FG 2556.40 FG 185 L.F. 1.0% IV LOX 1 FG vi I 2556.56 FG 40 L.F. 4" SEWER SERVICE S=2.OX IE=2551.29 2557.20 FF - /- 2557-- I I I I! Ji I I i RETAIN AND PR07ECT ! EXISTING PI SERVICE l a 2555.94 2555.39 -- ' I� + .�,' FG FG ! ' h • �`""�" FG 5.09 ® GRATED LID. 2554.65 IE OUT.•251 2556.56 2556.06 52.38 - � � I + FG FG II ---- - :.., DRYWELL 1110'I J5 L.F 12"PER ROCK 35 LF 12"PERFORATED PIPE I I I --- Ix + I I I II + I + I II 2556.56 2556.40 I I I c� FG FG +4 I II - + W I 1.9X 2555.53 2555.36 C5.36 li 30' SO MANHOLE GRATED UD:2554.45 2556.16 + IE OUT.•2552.78 FG I 35 LF 12'0 SO PIPE S=0 22X SEWER' OR DRYWELL 12 10'Wx41Yx7.8'D ROCK 41 L.F 121PERFORATED PIPE 2556.40 FG 2556.56 FG 1 1 tl I i�� SSMH AI-1 c: I 90- RIM: 2554.65 INVERT 04:254Z73 INVERT IN: EXIS77NG 254Z 73 INVERT OUT• EXISTING 254783 DB-350 SOLID UD:2555.50 lE IN:2552.68 I + --SS CAST IN PLACE MANHOLE PER SD-501 lE OUT.•2552.58 1 SX 2554,a5 I I ABANDON EXIS77NG SEWER SERVICE PER CIT OF MERIDIAN SPECIFICA 77ONS . FG 30" SD MANHOLE GRATED UD:2554.50 3.3%yam-`-,-2554.94 2555.11 IE IN/OUT:255271 FG - FG FG 5.90 1.OX_ i j 11 12 LF. 12"0 SO PIPE S=0.22X 2.OX W Q P � W I I II IU I I I II I I I I 7 2555.74 + 1.3X FG ' + I I 2556.38 2556.38 1 FG .-FG .� ' J 7 I 1 RETAIN AND PROTECT 4 j EXIS77NG TRANSFORMER rlr + I ' II I C? I 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.© All construction shall conform to the 2020 edition of the Idaho Standards for Public Works Construction, most current edition of City of Meridian Supplemental Specifications, and the Applicable Irrigation District Standards. I 0 0 10 20 40 Scale: 1"--20' LEGEND o oi 61 a in Benchmark N ® Found Aluminum Cap Monument o Found Brass Cap Monument W a 0 Found 518" Iron Pin a °� C W 4 ® Sewer Service Cleanout o a h N (J Existing Sanitary Sewer Manhole S Existing Storm Drain Manhole a 0 Existing Power Pole - ® Existing Gate Valve @J Existing Water Meter CF) Existing Telephone Riser -191, Existing Fire Hydrant Q V Existing Street Light to Q Existing Sign �.... Existing PI Service co Existing Sewer Cleanout l° Natural Ground Contour Line Property Boundary Line g E - - - - - Section Line g Lot Line - - - - - - - Easement Line = 3 o ------ EP------ Existing Ede of Pavement x 9 M -W E ------roc---- -- Existing Lip of Gutter !7 ------ w------- Existing Water C -1 ---- x--- ---- Existing Fence y��j Z6 --- ONP------ Existing Overhead Power Z C1 t3 ------ UGP------ Existing Underground Power Z 000 ------Te ---- --- Existing Top of Bank ------- s------- Existing Sewer ------- SS ------ Existing Sewer Service N o \N ------ SD ------- Existing Storm Drain ---UCT-------- Existing Underground Telephone g ------Fow------- Existing Face of Walk Z O ------sow------ Existing Back of Walk O O Ci Proposed drywell m ¢ o W sue_ Proposed 8" sewer main II- ® Proposed sewer manhole W SL Proposed 4" sewer service Q O O 1,000 Gallon sand and grease trap Fql 2 DB-350 sediment tank ® 30" precast manhole S 0 � EA dab' j Q W t-,- 9212 Q Q 2 o Of �v' Q p ��t4M J. �P Z� ~ a m Q w NOT APPROVED FOR CONSTRUCTION