HomeMy WebLinkAboutDecision 3769 - G - Site DetailsSEALANT
T_ I ALUMINUM ANGLE FLANGE 6" CONCRETE
HATH NEOPRENE GASKET TYPICAL
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ALUMINUM SWIRL •4, e,
CHAMBER '
SEALANT J BAFFLE WALL FLOW CONTROL WALL
PLAN VIEW B — B
RIM ELEVATIONS TO
MATCH FINISHED GRADE
CONCRETE REINFORCED FOR
HS20-44 LOADING _
41 RISER BY OTHERS
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. 4
B TOP AND SIDES
SEALED TO VAULTJ °
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Burn ,
RUBBER WEIR AND
SEALANT ORIFICE
\ PLATES
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ORIFICE I OUTLET INVERT
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SFC TI ON A —
STORM WA TER TREATMENT SYSTEM DETAIL
MINIMUM 6" CRUSHED
STONE
NOTES: NTS
1. Stormwater Treatment System (SWTS) shall have
a peak treatment capacity of 3.6 cfs
2. SWTS shall remove 80% of annual TSS loading
3. SWTS shall retain floatables and trapped sediment up to and
including peak treatment capacity
4. Specific model to be determined by manufacturer
MANIFOLD PROFILE
FROM DRAINAGE STRUCTURE TO CULTEC ON173 NTS
(SEE SITE PLAN)
FINISH
SHELF TO BE BRICK
LAID FLAT AT A
SLOPE OF 1"/FOOT-
6" CRUSHED STONE
8' 2'-0" E 8"
"a .
NEW HEAVY DUTY CAST IRON
24" MANHOLE FRAME & COVER
TO GRADE, H-20 RATED
PREFORMED BUTYLE RUBBER
FLEXIBLE WATER77GHT
GASKET OR SLEEVE
INVERT TO BE INVERTED ARCH
WITH BRICKS LAID AS STRETCHERS
AND ON EDGE
BRICK CHIP AND MORTAR
OR CEMENT CONCRETE FILL
DRAIN MANHOLE
RATED FOR H-20 LOADING
POST POST
FRONT ELEVA17ON
NISHED
RADE
C
I
a
c
r,
NTS
MORTAR BED
' ^OST
'ORIZONTAL MEMBERS
16" GALVANIZED
SUPPORTS (TYPICAL
OSIS)
A. x JW' GALVANIZED
IOLTS (3 PLACES)
SIDE ELEVATION
SOLID WOOD FENCE — SINGLE FACE
1. ALL MATERIAL AND INSTALLATION BY G.C. NTS
2. ALL LUMBER TO BE ROUGH SAWN CEDAR, GRADE 12 SELECT
3. FINISH. APPLY ONE COAT OF JONES-BLAIR LATEX STAIN - SEE PAINTING SPEC.S ON DWG. 11088-2 FOR COLOR
4. CONCRETE: 3,000 PSI ® 30 DAYS
24" SO.
6" SCH.
40 PVC OR
CULTEC INSPECTION COVER OR
12115, 1 ;'flow
-FIR
FLOOR BOX FRAME AND LID
RISER
w
NEENAH R-7506 OR EQUAL
CONCRETE
10" W/ S.S. CAP SCREW LID
NO O
ABOVE TEE
CLOSURE
rn -
Z0 7
a
SEE TABLE BELOW
_J Z
N 0
12' ADS N-12 DRAINPIPE ® S=0.01 MIN. TYP.
V
Z
t -J o n U
SFC TI ON A —
STORM WA TER TREATMENT SYSTEM DETAIL
MINIMUM 6" CRUSHED
STONE
NOTES: NTS
1. Stormwater Treatment System (SWTS) shall have
a peak treatment capacity of 3.6 cfs
2. SWTS shall remove 80% of annual TSS loading
3. SWTS shall retain floatables and trapped sediment up to and
including peak treatment capacity
4. Specific model to be determined by manufacturer
MANIFOLD PROFILE
FROM DRAINAGE STRUCTURE TO CULTEC ON173 NTS
(SEE SITE PLAN)
FINISH
SHELF TO BE BRICK
LAID FLAT AT A
SLOPE OF 1"/FOOT-
6" CRUSHED STONE
8' 2'-0" E 8"
"a .
NEW HEAVY DUTY CAST IRON
24" MANHOLE FRAME & COVER
TO GRADE, H-20 RATED
PREFORMED BUTYLE RUBBER
FLEXIBLE WATER77GHT
GASKET OR SLEEVE
INVERT TO BE INVERTED ARCH
WITH BRICKS LAID AS STRETCHERS
AND ON EDGE
BRICK CHIP AND MORTAR
OR CEMENT CONCRETE FILL
DRAIN MANHOLE
RATED FOR H-20 LOADING
POST POST
FRONT ELEVA17ON
NISHED
RADE
C
I
a
c
r,
NTS
MORTAR BED
' ^OST
'ORIZONTAL MEMBERS
16" GALVANIZED
SUPPORTS (TYPICAL
OSIS)
A. x JW' GALVANIZED
IOLTS (3 PLACES)
SIDE ELEVATION
SOLID WOOD FENCE — SINGLE FACE
1. ALL MATERIAL AND INSTALLATION BY G.C. NTS
2. ALL LUMBER TO BE ROUGH SAWN CEDAR, GRADE 12 SELECT
3. FINISH. APPLY ONE COAT OF JONES-BLAIR LATEX STAIN - SEE PAINTING SPEC.S ON DWG. 11088-2 FOR COLOR
4. CONCRETE: 3,000 PSI ® 30 DAYS
FINISH GRADE BIT. PAVEMENT
(EIEVAT10N VARIES)
957 COMPACTED FILL PER
MANUFACTURERS SPECIFICATIONS
CULTEC 410 FILTER FABRIC
M' -2" DIA. CRUSHED STONE
RECHARGER 40OHD BED
OF SYSTEM
CULTEC CHAMBER DETAIL
40OHD CULTEC CHAMBERS (RATED FOR H-20 LOADING) NTS
(SEE SITE PLAN)
CA TCH BASIN
RATED FOR H-20 LOADING
DIA.
ALAN J.
MICALE
CIVIL
No. 40143
AYCUB ENGINEERING MRESSLY 151WIII ANY RESPONSIBNTY
:€ FOR MONITORING, INSPECTING, OBSERVING, OR SUPERIAM
CONSTRUCTION SERVICES, OR THE MEANS, METHODS SEWEMICES
AND TECHNIMS OF CONSTRUCTION OR FOR JOB SITE SAFETY AND
-s PROGRAMS FOR THE PROJECT DEFINED BY THE PLANS FOR 1AACH
E_ THIS CERTIFICATION IS A MED. AYOUB HAS NOT BEEN RETAINED
FOR NOR SHALL R HAVE ANY CONTROL OVER OR BE N CHARGE
OF ACTS OR OMISSIONS OF ANY CONTRACTOR, SUBCONTRACTOR,
dOTHER AGENTS OR EMPLOYEES OR OF ANY OTHER PERSONS
PERFORMING PORIONS WK
THE
°
F."nMobil
Fuels Marketing
. Ona, a Dom. •o., a•�•Ra«
NEW HEAVY DUTY CAST IRON
FRAME & GRATE TO GRADE
(H-20 RATED)
ADJUST TO GRADE WITH
BRICK AND MORTAR
TOP SLAB STEEL REINFORCED
24" SO.
6" SCH.
40 PVC OR
CULTEC INSPECTION COVER OR
SDR -35
PVC PIPE
FLOOR BOX FRAME AND LID
RISER
w
NEENAH R-7506 OR EQUAL
CONCRETE
10" W/ S.S. CAP SCREW LID
NO O
ABOVE TEE
CLOSURE
rn -
Z0 7
a
SEE TABLE BELOW
_J Z
N 0
12' ADS N-12 DRAINPIPE ® S=0.01 MIN. TYP.
V
Z
t -J o n U
1
FOR LENGTH
II,
N Y•.
Z 0 Z
o cl O Z
3,000 PSI CONCRETE
Y W
W
U 0' W
:
MORTAR & GROUT BY CONTRACTOR
m
TOP OF SYSTEM:.
FADS' TEEZ
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N
V-0
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MORTAR SECTION JOINT (TYP)
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6-
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LL
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ASE-
6" STONE BASE-
it
6" STONE SEPARATION
(4) #4 VERTICAL REBARS
52"
52"
O'0)vQ
BETWEEN ROWS
W I-
�
58"
FINISH GRADE BIT. PAVEMENT
(EIEVAT10N VARIES)
957 COMPACTED FILL PER
MANUFACTURERS SPECIFICATIONS
CULTEC 410 FILTER FABRIC
M' -2" DIA. CRUSHED STONE
RECHARGER 40OHD BED
OF SYSTEM
CULTEC CHAMBER DETAIL
40OHD CULTEC CHAMBERS (RATED FOR H-20 LOADING) NTS
(SEE SITE PLAN)
CA TCH BASIN
RATED FOR H-20 LOADING
DIA.
ALAN J.
MICALE
CIVIL
No. 40143
AYCUB ENGINEERING MRESSLY 151WIII ANY RESPONSIBNTY
:€ FOR MONITORING, INSPECTING, OBSERVING, OR SUPERIAM
CONSTRUCTION SERVICES, OR THE MEANS, METHODS SEWEMICES
AND TECHNIMS OF CONSTRUCTION OR FOR JOB SITE SAFETY AND
-s PROGRAMS FOR THE PROJECT DEFINED BY THE PLANS FOR 1AACH
E_ THIS CERTIFICATION IS A MED. AYOUB HAS NOT BEEN RETAINED
FOR NOR SHALL R HAVE ANY CONTROL OVER OR BE N CHARGE
OF ACTS OR OMISSIONS OF ANY CONTRACTOR, SUBCONTRACTOR,
dOTHER AGENTS OR EMPLOYEES OR OF ANY OTHER PERSONS
PERFORMING PORIONS WK
THE
°
F."nMobil
Fuels Marketing
. Ona, a Dom. •o., a•�•Ra«
NEW HEAVY DUTY CAST IRON
FRAME & GRATE TO GRADE
(H-20 RATED)
ADJUST TO GRADE WITH
BRICK AND MORTAR
TOP SLAB STEEL REINFORCED
nj�
aQ (
voad(o Rwn
[EIIIJgulwa1 ng
c JGM Bzooz MM uoeo. CORP.
ALL RIGIM RESERVED
10'-16'
400 W
20'-22'
FOR H-20 LOADING
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10
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MINIMUM 3" AIR SPACE
ANCHOR BOLTS
NO O
ABOVE TEE
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SEE TABLE BELOW
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N 0
12' ADS N-12 DRAINPIPE ® S=0.01 MIN. TYP.
V
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FOR LENGTH
II,
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3,000 PSI CONCRETE
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MORTAR & GROUT BY CONTRACTOR
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6" CRUSHED STONE
POLE
NTS
- 13 GRAY
2'-6" MIN.
FIXTURE.
2 METAL HALIDE
ABLE BELOW
2116"x5' HANDHOLE
WITH COVER P-13 GRAY
DO NOT GROUT BASE PLATE
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Design Type
3,000 PSI CONCRETE
Building Type
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Scale:
AS NOTED
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30"
10'-16'
400 W
20'-22'
1000 W
X
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30"
4'-8"
5'-6"
TYPICAL YARD LIGHT DETAIL
FURNISHED BY OVINER, INSTALLED BY G.C.: LIGHT FIXTURE, NIS
MOUNTING ARM, ANCHOR BOLTS, NUTS, AND WASHERS BY
OWNER, ALL OTHER MATERIALS FURNISHED AND INSTALLED BY G.C.
Drawing No.
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RAS Number
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Building Style:
Bldg. Code:
Scale:
AS NOTED
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RAS Number
Design Type
Building Type
/ Size:
Building Style:
Bldg. Code:
Scale:
AS NOTED
Drawn By / Approved By:
JMK
Re Name:.
2932SD3
Date:
04/15/02
Issued For:
Project No.
2932
Drawing No.
SD -1