HomeMy WebLinkAboutRS-713DA V
LIMIT OF RIP
191
LIMIT OF WORK ,4
192
1 g3
GRASS > ACCESS ROAD
8" TRANSITE
9 51-
H YD
GUARD RAIL
WETLANDS
° DISTURBED AREAS
a
196.75 X
HAYDEN AVENUE
PLAN
SCALE: 1"=8'
CONNECT 8 "x8 "x8" TEE TO EXISTING
CAST IRON FORCE MAIN
LIMIT OF RIP RAP
L--- DRAINAGE SWALE
DRY WELL TO BE
ABANDONED
EXISTING SUCTION PIPES
f TO BE ABANDONED
} t 1 CONNECT SUCTION PIPING
z TO EXISTING WET WELL
AS SHOWN ON SHEET M -1
6" D.I. PIPE CASING
i
6" D.I. SUCTION PIPING
i 2" RIGID STEEL CONDUIT CONNECTED
i TO NEW SERVICE CABINET
EXISTING SERVICE CABINET TO
BE REMOVED AND REPLACED,
SEE ELECTRICAL DWGS.
OUTEALL
STRUCTURE
WETLANDS
24" DRAIN
t
2 "x2" OAK POSTS
�B SUPPORT NETTING
SUPPORT NETTING
SEDIMENT CONTROL
_1i O
01 .
TABLE OF CONCRETE THRUST RESTRAINT MINIMUM BEARING AREAS IN SQUARE
FEET AGAINST UNDISTURBED MATERIAL FOR FORCE MAIN FITTINGS
SIZE OF MAIN
90' BENDS, TEES,
CAPS AND PLUGS
45' BENDS
AND WYES
22-1/f BENDS
11-1/4'
/4' BENDS
8"
5
4
2
- 2
NOTES 1. ALL FORCE MAIN FITTINGS SHALL HAVE CONCRETE BACKING FOR
THRUST RESTRAINT UNLESS OTHERWISE SPECIFIED.
2. CONTRACTOR SHALL USE CARE TO AVOID PLACEMENT OF
CONCRETE ON THE FITTING JOINTS
N.T.S.
8" GATE VALVE
FLEXIBLE COUPLING (TYP)
45' BEND
11 1/4' BEND
6 "x8" REDUCER
CONCRETE STATION
SUPPORT SLAB
2 "±
0
1
N
BALED HAY
DIAMETER
OR STRAW
BALES TO BUTT
INVERT
TOGETHER
2 "x2 "x3' STAKES
CLEARANCE
TWO EACH BALE
{ { �)
�t
6'+
0 -12'
TO 8"
No. Of BALES
} e t
AND SPACING
a.
VARIABLE
t
o
(f)
—
0
,t
W
o
I I
FLOW
2 "x2 "x3' STAKES
}}
itI
TWO EACH BALE
t
�SWALE
PLAN
EMBANKMENT SLOPE - -,
H
EMBANKMENT SLOPE
OVERLAP EDGES �/ y J / -
EXISTING GROUND �) EXISTING GROUND
SECTION SECTION
NOTE: TO BE USED IN NOTE: TO BE USED IN
LOCATIONS WHERE THE LOCATIONS WHERE THE
EXISTING GROUND EXISTING GROUND
SLOPES IN TOWARD SLOPES AWAY FROM
THE TOE OF SLOPE THE TOE OF SLOPE
HAY DALES DETAIL
N.T.S.
FABRIC
SEDIMENT CONTROLI Lg
FABRIC
DIRECTION OF FLOW
SECTION A —A
SUPPORT NETTING
POST COUPLER
SEDIMENT CONTROL INTERMEDIATE POST
FABRIC
DI RECTION O F FLOW A A
f
to
6"
8' ±
EN
SPACING BED
pOS'I
ELEVATION
SILT FENCE DETAIL
N.T.S.
BACKFILL
DETECTABLE TRACER TAPE
UNDISTURBED AND
UNYIELDING MATERIAL
SHEETING, IF USED, SHALL BE
LEFT IN PLACE BELOW THE LINE
OF NARROW TRENCH LIMIT EXCEPT
WHERE OTHERWISE INDICATED OR
DIRECTED
COMPACTED SELECT BACKFILL
COMPACTED CRUSHED STONE
o o or
DOQOC
3000
DOOO
b'O 0 C vt
:�� Ong
UNDISTURBED MATERIAL
LIMITS OF EXCAVATION & PAYMENT HALF
IN
r COMPACTED CRUSHED STONE
o
LIMITS OF EXCAVATION & PAYMENT
FOR ROCK EXCAVATION & BACKFILL
HALF SECTION SEE SPEC'S
IN ROCK
NOTE:
FOR W, DP, & S, SEE TABLE A
DEPTH TO
DIAMETER
MAXIMUM TRENCH WIDTH BELOW
MINIMUM
INVERT
OF PIPE
LINE OF NARROW TRENCH LIMIT
(SHEETED
CLEARANCE
(DP)
(
(W)
(S)
(S)
0 -12'
TO 8"
5'
6"
TABLE - A
COVER LABELED "SEWER"
FINISHED GRADE — �
0
a
0
� a
0
oy Lu
aACTED CLASS B BACKFILL c w
40 €
I I - NO ROCK OR UNEXCAVATED
MATERIALS SHALL PROJECT
BEYOND THIS LINE
LINE OF NA
TRENCH LIM
F
N
T
FLANGE
ADJUSTABLE SLIDING
VALVE BOX o
1
VALVE o
FORCE MAIN
UNDISTURBED MATERIAL /
VALVE AND BOX DETAIL
N.T.S.
FINISHED GRADE z