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No. 9518ES
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Sole In Feet a SSMH �{3 PROPOSED I - H
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Scale In Meters
.3 131'DUCTILE IRON PIPE AE
C� uContour Intervals: 1 Foot - . ��6'fA 0+10.0(0.0') SAWCUT AND DEMO AREA OF EXISTING A it p v
8"TEE UTILITY TRENCH SHALL BE BACKFlLLED WITH COMPACTED GRANULAR FILL. ' 230.13 270' 4"17" (R) STA 4+04.9(0.0R) 119'DUCTILE IRON mv
8"XB"T ING SLEEVE MATCH EXISTING ASPHALT THICKNESS AND GRADE WITH BITUMINOUS ASPHALT N89"35"43"W] 8"90-BEND 8"XB" PING EVE
W PATCH.REPLACE ANY CURB AND GUTTER DAMAGED DURING CONSTRUCTION. WITH -08"FLxMJ GATE VALVE REPLACE ANY STRIPING AS NECESSARY (TYP.FOR ALL ASPHALT SAWCUT SAWCUT AND DEMO AREA OF E%I GRAING ULAR FI AND CURB AND GUTTER.LTITHI TRENCH SHALL BE8"FLxMjTHRUST
TE LVE �' -C
&THRUST BLOCK PER ) BACKFILLED WITH COMPACTED GRANULAR FILL. MATCH E%ISTING ASPHALT THICKNESS AND GRADE
AREAS &THRUST C PER E >
LOT R4 WITH BITUMINOUS ASPHALT PATCH. REPLACE ANY CURB AND GUTTER DAMAGED O.B.DETAIL 0 -1. N o
C.O.B.DETAIL 02660-1. CONSTRUCTION.REPLACE ANY STRIPING AS NECESSARY (TYP.FOR ALL ASPHALT SAWCUT AREAS)
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6.5'MIN.COVER(TYP.) W
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WATER MAIN PLAN & PROFILE - SOUTHERN ASILE
C3.0 SCALE:1"=20' HORIZANTAL
1"=4' VERTICAL W
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3-BED. CONDO - I I
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FOOTPRINT=1,239'SF 2-B�'D. CONDO
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1.5"WATER p x p
SERVICE(ttP 3/4' WATER ---------'
A NOON %ISTIN 2" q SERVCE(TY)
WAT R ERVIC &4" RE -- •• STA 2 29(0.0')
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W ELEV.=4817.001 FT & FOOTPRINT=1,018
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4825 ?1 825
o
4820 � 4820
PROPOSED PROPOSED SURFACE
SSMH #2
481 _ — — — — — — — — -- -- — - 4815
ILL
EXISTING SURFACE 1�1
6.5'MIN.COVER(TYP.) O
PROPOSED SEWER MAIN
4810 4810
18"MIN VERTICAL SEPARATION AT CROSSINGS Issue Date:0811012021
262'DUCTILE IRON PIPE
480>> 4805
W r r r N N O� M M
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/ 1 WATER MAIN PLAN & PROFILE CENTRAL DRIVE AISLE a a a a
C3.0 SCALE:1"=20' C3mO
HORIZANTAL
1 VERTICAL 0+50 1+00 1+50 2+00 2+50 3+00
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