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2 t7 4 PROFILE
PROPERTY LINE
EXISTING GROUND '
8" GATE VALVE
8" TEE FROM MAIN /
BLOWOFF VALVE
3'� f
-8" CA
--- "..' 1"
- - I
CONCRET BLOCKMKa 8 ' 8" D._1.P_. _.
\ SIDEWALK - -
-- ASPHALT ,PARKING LOT
�� •, .,Y..\ ,,= - EXTRUDED CONCRETE CURB
TIGHTLINE FROM DOWNSPOUT
TO STORM SEWER SECTION A -A
EXTRUDED CONCRETE CURB
NOT TO SCALE
BACKFILL COMPACTED TO
MAXIM
95% DENSITY
• • 11�M
SCALE: HORIZONTAL: 1n= 20
VERTICAL: 1' =10'
7'
SIDEWALK
FF 268'
FF 254' 4:
7
DETENTION FACILITY-
' FINISHED GRADE
\ (SOIL)-
270 ECC
i
STA. STA. STA. STAa STA. STA. STA. 55 STA. STA. A. STA.
2 -10 2 30 2.50 2 70 2'gp 3,10 3' 3,70 ` 4 10 4 50
STA. 4+ 0 2
260 j S s 4
1 -8' C.L GATE VALVE
FINISHED GRADE
(ASPHALT) 8" 450 BEND 1 - 8' 22 1/2° BEND
1-8"x8"x8"CLTEE
250
STA. 2+3 3
8' C.I. 900 BEND
WITH BLOCKING
240
w — EXTRUDED CONCRETE
t>+
0 CURB
cc
0.
3 0'
STORM SEWER -
i
STA. 2+74
8' C.I. TEE (MJ x FL)
8' GATE VALVE (FL x MJ)
8" CAP & BLOWOFF
WITH BLOCKING
LANDSCAPE AREA.J
(MJ x MJ)
WITH BLOCKING 1 - 8' C.I. GATE VALVE
ON SOUTH LINE
WATERMAIN PROFILE
3 0'
- ASPHALT
PARKING LOT
-3 0' -0
211
- EXTRUDED CONCRETE CURB
STORM SEWER
WATER MAIN 310
- FREE DRAINING BACKFILL
4" PERFORATED
300
PVC FOOTING DRAIN
/
STA. 6+12\
7L
EXISTING
GATE VALVE
R-.
290
EXISTING &
FINISHED GRADE !
STA. 5+69
8' C.L TEE (MJ x FL)
8' GATE VALVE (FL x MJ)
8' CAP
CONCRETE BLOCKING
-
280
STA. 4 + 9 1
' 1 - 22 1/2' BEND
DEFLECT TO 5
VERTICALLY WITH
BLOCKING
270
STA. STA. STA.
STA. STA. STA.
STA. STA.
4 70 4 90 5-10
5.30 5-50 5-70
5.90 6.10
4 O—
4n I r%r... . ■
FF 268'
LANDSCAPE AND
WATER METER AREA
FF 252'
CONCRETE STEPS
FREE DRAINING BACKFILL
SECTION B-B
NOT TO SCALE
JohnsonBraund design group p.s., inc.
260
250
240
EXTRUDED CONCRETE CURB
3 5 09
%ASPHALT PAVEMENT 5�
�l
`\\\W A _
STORM SEWER
-- WATER MAIN
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