HomeMy WebLinkAbout97-97_UNITED STATES POST OFFICE_CLARK STREETf-L A (36ED
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t
C3
TYPE 'C' C.B.11
T. F. 81.7
INV. 78.3
CLARI
-84' 12" CP'P-
12" CPt_r
'C-L'
TYPE C. B.
T F 86-q
155' - 15" CPP
REFER TO OFF SITE
/I WATER 8 SEWER UTILITIES REFER TO OFF SITE
(SHEET 7.01) WATER a SEWER UTILITIES
YARD DRAIN (SHEET 7.01)
T.F. 86.2 YARD DRAIN
/INV. 84.0 T. F. 8 6.2
INV. 84.0
APPROXIMATE UNDERGROUND
[P�ROPANE
Z_
100' 12" CPP
4" C.L.D.I. DOMESTIC
WATER SERVICE
-T — — —
6" P.V.C. BUILDING
SAN. SEWER SERVICE
6' DIA. STORM MH
T. F. 81.5
INV. 77.8 SW
INV. 77.52 S
INV. 77.30 N
INV. 79.8 W
4 8' - 18" CPP/
8" TRENCH DRAIN OUTLET
j
S 1% MIN.
ROOF DRAIN S = 1% MIN.
REFER TO SHEET P1 FOR
PIPE SIZE AND TYPE t
5' DIA. STORM M. H.":
T. F. 81.9
INV. 79.8 W, SW
INV. 7 6.6 N, S
C P P F.L A R E D'
END SECTION
CONTOURS
ROOF DRAINAGE
CATCH BASIN
STORM SEWER
SANITARY SEWER
ANITARY MANHOLE
XAl A TF-7Q I IKIP
Lt:Ut:NL)
EXISTING
PROPOSED
--J6 4 0
j
— — — — — — — — — — — — —
L
SIZE a TYPE NOTED
SIZE 13 TYPE NOTED
SIZE a TYPE NOTED
ELEV. 75.7
�r
7"Y P E 'C * C. B.
T F 8 3.7
INV. 80.50 SW
INV. 7 06.00 E
35' - 12" CPP
CPP FLA-RED END SECTI-ON
PPFFOPMFD SCOUP H01 F
ELEV. 76.0
�l 62' - 12" CPP
TYPE 'C' C.B.
T. F. 85.5
INV. 82.30
20' 8" CPP
PREFORMED SCOUR HOLE
ELEV. 75.6
NOTES
1. CPP - CORRUGATED POLYETHYLENE PIPE SMOOTH WALL INTERIOR PiPE.
2. C.D.O.T. TYPE 'A' GRATES TO BE USED FOR ALL CATCH BASINS.
3. CONTRACTOR IS PESPONSIBLE TO ENSURE THAT PROPER STORM
DRAINAGE IS M41NTAINED THROUGHOUT CONSTRUCTION.
4. CONTRACTOR SHALL PROVIDE TRENCHING FOR CONSTRUCTION
OF UNDERGROUND ELECTRIC, TELEPHONE AN CABLE TV SERVICES,
REFER TO SHEET E6.
GP,APHI,C SCALE
10 -10 40
( IN ]FEET )
1 inch == 20 ft
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WALLS AT OR IMMEDIATELY
ABOVE THE BOTTOM OF THE
PERVIOUS BACKFILL
PERVIOUS BACKFILL A B 0 V
THIS ELEVATION -MAXIMUM
DEPTH 3' BELOW TOP OF
STRUCTURE
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BOTTOM 01
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2'-83/4"
PRECAST TOP
(TYPE -C-L' SHOWN)
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PIPES
KNOCKOUT FOR rr
MIN. 4" FROM TOP a ui
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BOTTOM OF RISER
A
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K- OU
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W
FLOW LINE
D
4'- 0
5'- 4
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NORMAL FINISHED GRADING,
GRADING TO BE VARIED
ADJACENT TO CATCH BASIN
AS DIRECTED
6" SPACER
BRICK OR M4
?,A A V 0
N 1 T So ivi �-A ; L-1
ADJUSTMENT
SECTION A —A SECTION B—B
PRECAST CATCH BASIN TYPE 'C' OR 'C—Ll
NOT TO SCALE
C.I. M.H. FRAME a COVER
PRECAST REINFORCED CONCRETE
MANHOLE ECCENTRIC CONE
2t-011
81 1 2'-0"
4'-0"0
PRECAST REINFORCED
CONCRETE TOP SL48
W1 2'-YO OPENING
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VERTICAL
SECTION
ALTERNATE
TOP SLAB
PRECAST REINFORCED
CONCRETE SLOPE
BENCH 6 )"/FT
TONGUE AND GROVE
VIS-CR-9-
1-�TCL
AS REQUIRED
DIA. OF OUTLET PIPE
IF
I A
I
ALUMINUM M.H
PREFORMED PLASTIC
GASKET OR
v
/
FLEXIBLE WATERTIGHT
RUBBER
GROUT INSI
GASKET OR COLD APPLIED
ie
A
----OPENING
IT
BITUMINOUS MASTIC
17"
CONCRETE
4'-0"0
T
----------------------------
CONCRETE OR T_
BRICK 8 MORT��`R7'
INVERT
PRECAST REINFORCED CONCRETE
GROUT AROUND OPENING
B-A-S-E UNIT 4"-0"0
VERTICAL SECTION
32" 1
VERTICAL SECTION
NOTES
5' OR 6' DIA. PRECAST BASES MAY BE USED
WHEN DUE TO SIZE OR NUMBER OF PIPES
AT THE MANHOLE. PRECAST REDUCERS WILL BE
PLACED ABOVE 5' AND 6' BASES AS DIRECTED BY
THE ENGINEER. WALL THICKNESS TO INCREASE
I" FOR EVERY I' OF INSIDE DIAMETER INCREASE.
FOR MANHOLE FRAME AND COVER DETAIL REFER
TO OFF -SITE WATER AND SEWER DETAILS SHEET.
STORM MANHOLE
PRECAST CONCRETE UNITS
NOT TO SCALE
c
24"
PLAN
�Lj
cr
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>
12 L__3 1/2
DETAIL "As'
(TYPICAL)
FRAME AND GRATE
SEE CONN. D.O.T.
PLAN
STANDARD SHEET 507-K
C.B. NOTES
WHERE PRECAST CONCRETE UNIT IS USED FOR THE SUMP,
THE TOP FOR THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF
THE PIPE OUTLETTING FROM THE CATCH BASIN
FOR DETAILS OF FRAMES AND GRATES, SEE CONN. DOT STANDARD SHEET 507-K.
THE WALLS OF ALL CATCH BASINS OVER 10 FT. DEEP TO BE INCREASED TO
12" THICKNESS, WHILE INSIDE DIMENSIONS TO REMAIN THE SAME.
SUMPS IN CATCH BASINS SHALL BE 2' MINIMUM DEPTH.
411 811
MIN MIN
SECTION
ASPHALT
ELEVATION
TRENCH DRAIN
N. T. S.
PERSPECTIVE
PIPE DIA. (E) B C F
18"
7.5
9. 0'
0. 7 5'
12"
5. 0'
.0'
0.50'
8"
3.5'
4'
NOTE: 8" PIPE DOES NOT HAVE A FLARED END SECTION.
TOP OF FRAME ELEVATION]
AS SHOWN ON PLAN 1' 101,
1 0/2
CROSS SLOPE AS PER 42*
CROSS SECTIO ER2
PITCH 1/4" PER FT.
TO BE USED WHEN CURB INLET IS TO BE CONSTRUCTED IN A LINE OF
BITUMINOUS CONCRETE LIP CURBING, 6" HIGH
FOR DETAILS OF CURB INLET OF OTHER CURB TYPES REFER TO
CDOT STANDARD DETAIL 507-1
DETAIL OF' CURB INLET
BITUMINOUS CONCRETE CURB TYPE
TOP OF FRAME ELEVATION
AS SHOWN ON PLAN
CROSS SLOPE AS PER
CROSS SECTION 04
R=1/2"
PITCH 1/4" PER FT.
r" 10"
1/,;,
I /,1. 1
R=1/4"
#4 BARS
5 T" Lo
4'-0" LONG
TO BE USED WHEN CURB INLET IS TO BE CONSTRUCTED IN A LINE OF
PLAIN CONCRETE CURBING, DOWELED CONCRETE CURBING, OR
STONE CURBING, 6" HIGH
DETAIL
0
F CURB INLET
-
CONCRETE CURBTYPE
TURF ESTABLISHMENT
TOPSOIL
EXISTING GROUND
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81, D 8"
MIN. �71 N.
STORM SEWER
TRENCH DETAIL
NOT TO SCALE
SAWCUT AND APPLY TACK COAT
HERE MEETING EXISTING PAVEMEi4—T
XISTING BIT, CONC.
MENT
AVE
12-1
PAVEMENT STRUCTURE
WHERE APPLICABLE
COMPACTED SUBGRADE
COMPACTED BACKFILL
COMPACT TO -95% MAX. DRY DENSITY
GRASSED AREAS
UNDER PAVEMENTS, 90% UNDER
UTILITY DETECTION TAPE
BEDDING MATERIAL
MODIFIED RIP RAP TOP OF BERM
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WEIR OVERFLOW
NOT TO SCALE
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CORE DRILL EXISTING MANHOLE
AND INSTALL BOOTED CONNECTION
GSA,
203'
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SAN. SEWER
MH #1
226' 8" PvC SAN. SEWER 5+00
4+00 6" P.V.C. BUILDING
N Q (� 4. 0 L/--�
INUATION
-- 11 , ,
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PLAN
SAN. SEWER
MH #2
41' BLOW -OFF ASSEMBLY
4" GATE VALVE W/VALVE BOX
0
8"x4" D.I. REDUCER W/RETAINER GLANDS
HYDRANT ASSEMBLY
8"x4" MJ TEE W/RET. GLANDS
4" GATE VALVE 8 BOX
mox9l
7+00 8" C.L.D.I. WATER MAIN
4
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CLARK
k.4'AC.L.D.I. DOMESTIC
WATER SERVICE
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8" STUB IPIV.
IN EL. 80.28
'—INV.
\\— 6" INV.
IN EL. 80.45
01,
INV. OUT EL. 80.18
2 03' 8"
IN EL. 77.47
C.
SA N. SE WER
INV�
----INV.
OUT El 77- 7—
4
EL. 74.73
EXIS TING IN V. EL.
73.40
CONNECT To
8" GATE
ExiSTIN,(�
VALVE
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( IN FEET )
1 inch =-- 40 ft.
CONNECT TO EXISTING
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PROFILE.
(+00
1:110H,
9+00
10+00
111+00
T-
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VALVE BOX
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D 0 13
a
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HANDLING HOLE (2 REQ'D
1 112
co 21 3/4"
L
4 �-
36"
rc)
6
THE LOWER SURFACE OF THE COVER AND THE
CORRESPONDING UPPER SURFACE OF THE FRAME
SHALL BE MACHINE FINISHED TO PROVIDE A
SMOOTH FLAT CONTACT OR FIT WITHOUT ANY
TENDENCY FOR THE COVER TO ROCK OR RATTLE.
SANITARY SEWER MANHOLE
FRAME AND --COVER DETAIL
0
zo
LL
u
OPENINGS FOR PIPES
4" FROM `
TOP OR BOTTOM OF
PRECAST SECTION
<
NOT TO SCALE
MANHOLE
4'-0" DIAMETER
— — — — — — — —
VERTICAL SECTION
2" CLASS 2 BITUMINOUS
CONCRETE SURFACE COURSE-
-DISTURBED PAVEMENT UNDISTURBED EXISTING
WIDTH PAVEMENT
Z/ z
0 c
0 0
13" PROCESSED STONE BASE COURSE
PLACED IN 3 LIFTS
SELECT BACKFILL
TRENCH WIDTH
,MPORARY PAVEMENT DETAIL
NOT TO SCALE
SAW CUT PAVEMENT 1- 1/2 CLASS I BITUMINOUS CONCRE-TE BINDER COURSE
EDGE (TYP.)
1- 1/2" CLASS 2 BITUMINOUS CONCRETE
SURFACE COURSE
TACK COAT EDGES OF EXISTING PAVEMENT
PERMANENT PAVEMENT
WIDTH WITH TYPE SS-1 ASPHALT EMULSION
UNDISTURBED EXISTING
PAVEMEN7f__
APPLY TYPE RC-250 CUT -BACK ASPHALT EMULSION
0 c
1
PRIME COAT AT A RATE O� 0.4 GAL./S.Y.
0
PROCESSED STONE
BASE COURSE
SELECT BACKFILL
TRENCH WIDTH
PERMANENT PAVEMENT DETAII
NOT TO SCALE
EXISTING GROUND
Ul Il=
L
I
MAGNETICALLY DETECTABLE
I
BACKFILL WITH COMPACTED
EXCAVATED MATERIAL
OR SUBSTITUTE BACKFILL AS
DIRECTED. REMOVE
WARNING TAPE
C T n NJ E:C n 0 17 A -r r M 7- L-4 A h I I n "
1 L. r-N I Fl AA IN fr-
1 1, 1 1 r- A
1 IN L r- A Z> I U I INA t I\J'-) I U IN.
C MPACT BACKFILL TO AT
LEAST 95% MAXIMUM
SHEETING IF USED, SHALL BE REMOVED
DENSITY. USE HOEPACK FOR
LIFTS OR AS
COMPACTION IN 48"
IN LIFTS TO ALLOW PROPER PLACEMENT__'_�
REQUIRED TO
ACHIEVE MINIMUM
AND COMPACTION OF BACKFILL MATERIAL.
COMPACTION SPECIFIED.
LIFTS SHALL NOT EXCEED 24". ALL
CLEAN WELL -GRADED SAND
BACKFILL
STEEL SHEETING SYSTEMS OR PRESSURE
PLACED AND COMPACTED IN
6" LAYERS
TREATED TIMBER SHEETING SYSTEMS MAY
1
BE LEFT IN PLACE PROVIDING THAT THE
TOP 48" BELOW FINISHED GRADE
IS REMOVED.
c\j
FILTER FABRIC OVERLAP
(D
SEAMS 12" MINIMUM
3/4" CRUSHED STONE BEDDING—,
+
6" FOR EARTH EXCAVATION
12" FOR ROCK EXCAVATION
SANITARY SEWER PIPE TRENCH DETAIL
NOT TO SCALE
COPOLYMER POLYPROPYLENE
PLASTIC MANHOLE STEP
SERRATED TREAD
C.I. M.H. FRAME 8 COVER
PRECAST REINF. CONCRETE
BRICK - 4 COURSES MAX. FLAT TOP SLAB DESIGNED
FOR H-20 LOADING
2 C-6—URS-E—S MIN.
ECAST REINFORCED CONCRETE 00
MANHOLE ECCENTRIC CONE 2'
-0"
COAT MANHOLE EXTERIOR WITH
2 COATS COAL TAR COATING
4'-0" DIAMETER
PRECAST REINFORCED CONCRETE
rWa�u�� �v
AS REQUIRED
NOTE: FOR USE WHERE SHALLOW INSTALLATION
PREFORMED FLEXIBLE DOES NOT PERMIT THE USE OF A MANHOLE
CONE SECTION OR AS DIRECTED.
BUTYL RESIN SEALANT
NOTE: FOR USE WHERE DUE TO THE SIZE OR
NUMBER OF PIPES ENTERING THE MANHOLE,
5 FLAT TOP SLAB SECTION A LARGER BASE SECTION IS REQUIRED.
SEE PLAN DRAWINGS FOR LOCATION AND
SIZE OF MANHOLES. UNLESS OTHERWISE
NOTED MANHOLE DIAMETER TO BE 4'-0".
REDUCER SECTION
MANHOLE JOINTS TO RECEIVE
NON -SHRINK GRO
INTERIOR a EXTERIOR
12" MINIMUM ABOVE TOP
OF OUTLET PIPE
PRECAST CONCRETE
CONCRETE BASE SECTION
SLOPE TABLE r@ 1/2"/FT
TABLE LIP TO BE AT
SAME ELEV. AS INSID
TOP OF OUTLET PIPE
GRADE SS BRICK
INVERT AND TABLE
VERTICAL SECTION
TYPE 304 STAINLESS
STEEL STRAP
RESILIENT MANHOLE CONNECTOR
CONFORMING TO ASTM C-923
GROUT ANNULAR SPACE BETWEEN
PIPE AND CONNECTOR ON LOWER
HALF OF INTERIOR SIDE ONLY
SANITARY SEWER MANHOLE DETAILS
SCALE: 1/2"
GRADE SS BRICK
MANHOLE TABLE
ANDINVERT
L F� ow
MANHOLE STEP DETAIL
NOT TO SCALE
SMOOTH INVERT
CHANNEL TRANSITIOW RESILIENT MANHOLE
CONNECTOR (TYP.)
SEE DETAIL
R
PLAN AT INVERT
4" -GATE VALVE
W/ RESTR. MECH. JOINT
8"x4" D.I. REDUCER
ECH. JOINT
W1 RESTR. M
I TOP SECTION
/'OF VALVE BOX
CUT PIECE OF
4 D. 1. P.
4" 900 D.I. BEND
CD
RESTRAINED
,AECH. JOINTS
in �"A
/4
D
7 W
E C
ec(l0 1
zi
8" D.I. PIPj_/ 4" D.I. PIPE-,
CUT GASKET SO WATER
�V_ILLDRAIN FROM PIPE
I CY 3/4" CRUSHED STONE/
WRAPPED IN—FI—LTER FABRIC
4 BLO�WOFF DETAIL
NOT TO SCALE
PROPOSED FINISH
GRADE
BACKFILL WITH COMPACTED EXCAVATED MATERIAL
OR SUBSTITUTE BACKFILL AS DIRECTED, REMOVE
STONES GREATER THAN 12" IN LEAST DIMENSION.
COMPACT BACKFILL TO AT LEAST 95% MAXIMUM
DENSITY. USE HOEPACK FOR COMPACTION IN 48"
LIFTS OR AS REQUIRED TO A(.HIF\/F NAININAIINA
COMPACTION S . PECIF , IED.
NON -DETECTABLE WARNING TAPE
CLEAN WELL -GRADED SAND BEDDING WITH
NV Z:�IVNtb LAHULH IHAN 2" IN SIZE
PLACED AND COMPACTED IN 6" LAYERS
6" FOR EARTH EXCAVATION
ff�77_OR -ROCK EXCAVATION
TYPICAL WATER MAIN TRENCH DETAII
NOT TO SCALE
CAST IRON VALVE BOX
cr
ALVEBOX NOT TOBEAR
>
0 ON GATE VALVE. PROVIDE
2" MINIMUM CLEARANCE.
0
-1
Ln M _.J. RESILIENT SEATED
dATE VALVE (OPEN RIGHT)
MEGALUG RETAINING
GLAND (TYP.)
(Y
CLEAN WELL -GRADED
SAND BEDDING
-1 j ::I x
L
[6" FOR EARTH EXCAVATION
12'' FOR ROCK EXCAVATION
1—T
L
-
M.J. GATE VALVE INSTALLATION
NOT TO SCALE
VARIES
VALVE BOX
0
MUELLER SUPER CENTURION 200 HYDRANT
ZOPEN LEFT, - OR APPROVED EOU4L
2'- 0
ASPHALT IMPREGNATED FELT WRAPPING
20" K36"XI2" CONCRETE COLLAR
R
3/4" CRUSHED STONE
Lu cr I I __
uj WRAPPED IN FILTER FABRIff-
DIAxDlAx6" M.J. HYDRANT TEE r-i,., >�
W/ RESTRA—INE-D--ME—CH 0
JOINT u
7 DRAIN HOLE
III
0 1 c
DI A.
0011
+
/61' C.L.D.i. -7-
6" R.S. M.J. GATE VALVE &_�RE's TRAINED MECH. JOINT
W/ RESTRAINED MECH. JOINT
NOTES:
1. ALL MECHANICAL JOINTS TO BE RESTRAINED WITH MEG4LUG RETAINER GLANDS.
2. FIRE HYDRANTS SHALL HAVE 5-1/4" MAIN VALVE OPENING, 2 2-112" HOSE
NOZZLES, 1 4-1/4" PUMPER NOZZLE AND A 6" M.j. INLET SHOE.
TYPICAL HYDRANT BRANCH
DETAIL
NOT TO SCALE
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