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ADJUST GRADE. SEE NOTE
• BELOW
FOR
STEPS.
6" INLET _
FROM KENNELS � —
.
—
6" OUTLET TO SANITARY
;
®
SEWER LATERAL SHALL
SANITARY TEE
BE 2" LOWER THAN
„
INLET PIPE
1
NOTE
1.
CONCRETE: 28 DAYS fc - 4,500 PSI
EFFLUENT FILTER ;'
2.
REAR: ASTM A515 CRAG 60
W/WALL MOUNTED
3•.
MESH: ASTM A-155 GRAD 65
FILTER ALARM PANEL
4.
DESIGN: ACI318 BUILDING CODE
.* AND CONTROL SWITCH a:
ASTM C-857 MINIMUM STRUCTURAL DESIGN
1,000 GALLON PRECAST (ZABEL A3C0--8x26�-VC,
LOADING FAR UNDERGROUND PRECAST
CONCRETE SEPTIC TANK OR EQUAL)
CONCRETE UTILITY STRUCTURES
f..
5.
LOADS: H-20 W/30% IMPACT PER AASHTO
4
•
6.
FILL ,/CLEAN 'WATER PRIOR TO START UP OF SYSTEM
7.
CONTRACTOR TO SUPPLY AND INSTALL ALL PIPING AND SANITARY
., .'" a •� . a . .. ,. • ,
[4 .,. +.
• �d ;'
TEES,
ES, 4 CLEAN OUTS, FOR CLEANING TOWARD TRAP AND FOR
. . ,„�
fd
CLEANING AWAY FROM TRAP (2 ON BOTH THE INLET AND OUTLET
/ALT, DUAL SWEEP CLEAN OUTS),
8.
EFFLUENT FILTER AND ALARM REQUIRED
9.
STEPS SHALL BE INSTALLED INSIDE RISERS FOR ACCESS.
10.
FLOW THROUGH SECTION IN BAFFLE WALL SHOULD BE A MINIMUM
OF 12"-18" OFF BOTTOM.
11.
INLET AND OUTLET SANITARY TEES SHOULD BE OPEN AT TO P
TO ALLOW VENTING.
TYPICAL F
C L FILTER/SETTLING LING TANK DETAIL
12.
CONTRACTOR SHALL INSTALL PER MANUFACTURERS
INSTRUCTIONS.
N.T.S.
I
WPAVY—ni 1TY k
co 1
1" 12"
n
11CXLED SELVAGE le
i BOTTOM
O.D. TOP RAIL
_L CAP WITH SET
s'lEW 012,d _ D
ANAL OR CORNER POSTS
/8" O.D. SCH.40 GALV.
AS SPECIFIED)
EH, CHAIN LINK FABRIC,
A. (GALVANIZED FENCES)
3ION BAR (TYP.)
;ION BAR BANDS/CLIPS 0 12" O.C.
NO O.D. INTERMEDIATE RAIL
IAMETER TRUSS ROD
L FENCE CORNERS AND GATES)
12
FOM TENSION WIRE (6 GA.
STEEL)
_
>H GRADE
LOW -EMITTING
AND THIS SIGN REQUIRED
'E TO DRAIN (TYP.)
FUEL EFFICIENTONLY AT SPACES
OD
VEHICLES RESERVED FOR LEV AND
`®
FEV PARKING. TWO (2)
PARKING SPACES REQUIRED FOR
THIS PROJECT. SIGN
U5
ONLY CONTRIBUTES TOWARDS
SATISFYING LEER S.S.
QO PSI CONCRETE FOOTING
wT`
CREDIT 4.3 "ALTERNATE
z z
TRANSPORTATION -
LOW -EMITTING AND FUEL
0
EFFICIENT VEHICLES"
COMPACTED SUBGRADE
°L
I_
B' TALL MIN. HEAVY DUTY
uj
GALVANIZED U-CHANNEL POSTS,
2 LBS/FT. IN WEIGHT
a..
�n
COLORS
w F
LEGEND AND BORDER — GREEN
bi ui
BACKGROUND — WHITE
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a
ENGINEER GRADE REFLECTIVE
z
ALUMINUM SIGN - 63 MIL THICK
IINt�E
a
NON -RUSTING ALUMINUM.
SWING)
PRODUCT BY MYPARKINGSIGN.COM OR
APPROVED EQUAL
0 00
TO GRADE
TYPICAL LOW-EMITTING/FUEL EFFICIENT
VEHICLE PARKING SIGN DETAIL
NOT TO SCALE
NOTES:
1. FENCE FABRIC SHALL BE 'SECURED TO GATE FRAMES WITH KNUCKLED
SELVAGE ALONG ALL EDGES FOR ALL TYPES CHAIN LINK FENCE INSTALLATIONS.
2. REFER TO SPECIFICATION - SECTION 32.31 .13 FOR ALL PIPE SIZING„
WIRE FABRIC GAUGES" FOOTING SIZES & OTHER APPLICABLE INFORMATION.
3. ALL CONCRETE FOOTINGS AROUND POSTS AT GROUND LINE SHALL BE MOUNDED &
SLOPED FOR POSITIVE DRAINAGE,
TYPICAL PEDESTRIAN GATE
N.T.S.
GATE FRAME 1. 6"
12"
O.D. SCH.40 GALV,
--�
GATE POSTS 2-7/8-
RESERVED
O.D. SCH.40 GALV.
THIS SIGN' REQUIRED ONLY
CARPOOL
AT SPACES RESERVED FOR
00 AND
CARPOOL/VANPOL
VANPOOL `!
PARKING. TWO (2) SPACES
PARKING
REQUIRED FOR THIS
PROJECT. SIGN
ONLY
CONTRIBUTES TOWARDS
ty
SATISFYING LEER S.S.
Li
CREDIT 4.4 "ALTERNATE
z
TRANSPORTATION --
PARKING CAPACITY"
d0
z
8" TALL MIN. HEAVY DUTY
an
GALVANIZED U-CHANNEL POSTS„
o a
2 LBS/FT. IN WEIGHT
¢
o_
¢ d
COLORS
Fr p
LEGEND AND BORDER -- BLUE
uj
BACKGROUND - WHITE
0 0
a a
ENGINEER GRADE REFLECTIVE
ALUMINUM SIGN - 63 MIL THICK
w+{,^2
NON -RUSTING ALUMINUM.
'.1"
1.
PRODUCT BY MYPARKIN�. SIGN.CO-: OR
APPROVED EQUAL
0 00
TO GRADE
TYPICAL CARPOOLNANPOOL SIGN DETAIL
NOT TO SCALE
IN I lF
Is I!
:
i
s; #
i
WATER SYSTEMS
.. ti
NOTE
1, MANHOLE TO BE BUILT IN ACCORDANCE WITH CITY STANDARD DETAILS
FOR 4' AND/OR ' MANHOLES,
. OUTSIDE DROP SHALL NOT ENTER A H wE IN CODE SECTION.
DROP MANHOLES REQUIRE APPROVAL BY DIRECTOR OF UTILITIES.
4. TEE AND 90* BEND` CONNECTED TO PIPE WITH MEGA -LUG TYPE RIGID RESTRAINTS,
. REQUIRE OUTSIDE DROP P TO ENTER MANHOLE ABOVE SHELF OF MANHOLE.
2¢ D.I. NIPPLE (1$" LONG)
\ INSIDE FLEXIBLE SLEEVE
t FULL LENGTH JOINT
OF D.I. PIPE
STABILIZATION
D.I.M.J, TEE-7 STONE
II
�� I�sNaI
a-
� APPROVED COUPLING
STABILIZATION STONE
D.I. PIPE 1 PIECE)
Ir"
_ 7�
t.
loommwomwll
M '.
WSIDE FLEXIBLE SLEEVE
SEWER SYSTENt^+ APRIL 2008
OUTSIDE DROP
MANHOLE Nrs s-a.o
11 'm' m
K- 6
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EXPANSION RING
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WATERSYSTEMS
JANUA Y 2009
2" SERVICE CONNECTION
NT - 4.0
ABOVE)STAINLESS STEEL CLAMP
AND
Dim:
NDMSIL
•
1,. FLEXIBLE MANHOLE SLEEVES SHALL CONFORM TO ASTM 923. SLEEVES BY
PRESS —SEAL GASKET CORPORATION, Eh C INC. OR NPC- INC. OR,
EQUIVALENT ARE ACCEPTABLE. MAXIMUM DEFLECTION FOR SLEEVE IS 70 (1270).
SLOPES GREATER THAN 1 % MIST HAVE SLEEVES DESIGNED FOR HIGHER
a`EFLECTI N.
2. 1 241 RUBBER EIDER ADAPTER GASKET BY PRESS --SEAL CASKET CORP.
GASKET TO FEE INSTALLED UNDER S.S. CLAIM BETWEEN PIPE AND FLEXIBLE
SLEEVE.
OCTOBER 200
NTS S - 10.01I
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NON PUP mg
HAROLD J.
MARVIN P.E.
CONSULTING ENGINEER
4124
ANDERIN LN, N.E.
HICKORY, NC 28601
PHONE 8282 20-3367
AM Ak
Oct
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PROJECT PHASE:
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DATE:
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9069 A
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SHEET NU I 40 13
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