HomeMy WebLinkAboutPlanF�NISHED GRADE 1/4" RADIUS RADIUS 15' COMPACTED THICKNESS
FINISHED GRADETCLASS 2 BITUMINOUS
CONCRETE PAVEMENT
< �.o
EEI®�I loll 1 1\2" COMPACTED THICKNESS
9'"PROCESSED CLASS I BITUMINOUS
AGGREGATE BASE CONCRETE PAVEMENT
IIl CONC
IIIE CURB # 18"BANK RUN
AGGREGATE BASE
COMPACTED SUBGRADE
HIGH WATER LEVEL
(SPILLWAY ELEV.)
HDPE' (2.5%)
\- 214.5
RISER -PRECAST CONCRETE CATCH BASIN
NTH TYPE "CL" TOP
t =11"Ita I
Will
NOT TO SCALE
I N V. = 214.3
4%SLOPE
_B_
AA--w—A
W
CONSTRUCTION JOINT: -J—CONSTRUCTION JOINT,
1/2" PREMODELED 1/2" PREMODELED
BITUMINOUS EXPANSION \\—/TOOLED JOINT BITUMINOUS EXPANSION
JOINT MATERIAL (I" DEEP) JOINT MATERIAL
P
WIDTH
W A _B
6W 4 4" 12g
5# 15*
r 1 5
1-1/2" CLEAR -- _J_
LZ6x6-W1,4xWl,4 WELDED WIRE FABRIC
CONCRETE SIDEWALK
PROCESSED GRAVEL BASE
SECTION
,"O CRETE SIDEWALK DETALL
NOT TO SCALE
(4- WIDE)
40'—
2 6" MIN 1.0' MIN.
EL,=218,0
EL, 217.5
GEOTEXTILE
FABRIC
-18'" MIN MODIFIED RIPRAP
APPLY WETLANDS SEED
MIX TO SIDE SLOPES
EEROENO'f SPILE Ai' SECTION
NOT TO SCALE
MOLDCAST PARACYL PCL -1
150W HPS FIXTURE
OR APPROVED EQUAL
NOTE: ELECTRICAL CONDUITS MUST
HAVE AT LEAST 4 FT, OF SEPARATION
TION FROM TELEPHONE AND TV CONDUITS
BURIED CABLE TRENCH CROSS _SECTION
NOT TO SCALE
LAMINAIRE,
FT. -CANDLE POWER
NOTE, REFLECTOR IS SPECULAR ANODIZED ALUMINUM,
PROVIDES PRECISE UPLIGHT CUTOFF WITH
NO LIGHT EMITTED ABOVE 81'.
BUILDING MOUNTED LIGHT
NOT TO SCALE
SITE LIGHTING NOTES
(1) SITE LIGHTING SHALL BE INSTALLED SUCH THAT ANY GLARE
IS PROPERLY SHIELDED FROM THE VIEW OF ADJACENT PROPERTY
AND PUBLIC RIGHTS OF WAY,
(2) BUILDING MOUNTED LIGHT FIXTURES ARE TO BE 150W (MAX)
HIGH-PRESSURE SODIUM 0 PARACYL MODEL PCL -1 OR APPROVED
EQUAL. MOUNTING HEIGHT IS TO BE 15 FEET.
(3) LIGHTING SYSTEM SHALL BE WIRED TO A TIMER SYSTEM OPERATED
FROM MAIN CONTROL PANEL IN NEW BUILDING. SYSTEM SHALL BE
ON A TIMER WITH OPTIONAL PHOTO -SENSOR CONTROLS.
5
/ INDUSTRIAL NET71 NG, SNOW
FENCE OR WOWEN WIRE FENCE'
-FOR SUPPORT
FILTER FABRIC
6,
BOARD ON BOARD SIDING
!"x6" BOTH SIDES
2"x6"
6"x6" TREATED POST
CONTAINMENT 6'
CURBING
4" CONCRETE PAD W/
6"x6"-10/10 W.W. FABRIC
STONE
3
6" PROCESSED GRAVEL
I
I
PnAPr) CW 01-�ADn QInMU-
.D-UMPSTER PAD
NOT TO SCALE
DUMPSTER TO HAVE PLUGS IN ANY DRAIN HOLES,
VARIES -----------
PAVED SURFACE
SLOPE VARIES
SLOPE 1/4"/FT, F (SEE GRADING PLAN)
70'
STRUCTURAL 8" CRUSHED GRAVEL
FILTER FABRIC COMPACTED 4" OF LOAM, 'SEED, J
COMPACTED FERTILIZER AND MULCH
SUBGRADE
U
PLAN
RIP RAP
6" MIN. OR GEOTEXTILE
1.5X MAX,
STONE DIA.
......... ..
\-6" PROCESSED' GRAVEL
3EQ111ON N—A
RIPRAP APRON
NOT TO SDALE
CERTIP�IEO BY E T6� 4F MQNTVILLE PLANNING ANO ZONING COMMISSION
LFH__A1RM_ANT _M0_NT_MtE P _&Z C0MWI-i-S-10N DATE
SEDT MENT --EENCE DATE REVISION
NOT TO SCALE
3-17-10 UNCAS HEALTH COMMENTS 3-12-10
4-16-10 TOM COMMENTS
6-14-10 TOM COMMENTS
FGARAGE DOO�R
9-9-10 RELOCATION
CONSTRUCTION ENTRANCE
NOT TO SCALE
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A Technical Services Conipany
�3 East Town St., Norwich, Connecticut DRAWNG NO.
r."Ople:060204-0248 - Fax: (a60)204-0652_
TOP
CAPPED
1 BROKEN
STONE
2' 2'
0-0000 D
0
0 0
0 0
0000
0 D
0 0
0 0
0
2 ORIFICES 0 3/4"
DIA. 0 3" O.C.
0
0 0 0 0 0
0 0 0 D
0 0
IC
0 lo
(VERTICALLY)
0 0 :�
000001
0
0 0 0
001040
BETWEEN ELEV.
216.0 & 218.0
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0 0 0 b
100000000
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F�NISHED GRADE 1/4" RADIUS RADIUS 15' COMPACTED THICKNESS
FINISHED GRADETCLASS 2 BITUMINOUS
CONCRETE PAVEMENT
< �.o
EEI®�I loll 1 1\2" COMPACTED THICKNESS
9'"PROCESSED CLASS I BITUMINOUS
AGGREGATE BASE CONCRETE PAVEMENT
IIl CONC
IIIE CURB # 18"BANK RUN
AGGREGATE BASE
COMPACTED SUBGRADE
HIGH WATER LEVEL
(SPILLWAY ELEV.)
HDPE' (2.5%)
\- 214.5
RISER -PRECAST CONCRETE CATCH BASIN
NTH TYPE "CL" TOP
t =11"Ita I
Will
NOT TO SCALE
I N V. = 214.3
4%SLOPE
_B_
AA--w—A
W
CONSTRUCTION JOINT: -J—CONSTRUCTION JOINT,
1/2" PREMODELED 1/2" PREMODELED
BITUMINOUS EXPANSION \\—/TOOLED JOINT BITUMINOUS EXPANSION
JOINT MATERIAL (I" DEEP) JOINT MATERIAL
P
WIDTH
W A _B
6W 4 4" 12g
5# 15*
r 1 5
1-1/2" CLEAR -- _J_
LZ6x6-W1,4xWl,4 WELDED WIRE FABRIC
CONCRETE SIDEWALK
PROCESSED GRAVEL BASE
SECTION
,"O CRETE SIDEWALK DETALL
NOT TO SCALE
(4- WIDE)
40'—
2 6" MIN 1.0' MIN.
EL,=218,0
EL, 217.5
GEOTEXTILE
FABRIC
-18'" MIN MODIFIED RIPRAP
APPLY WETLANDS SEED
MIX TO SIDE SLOPES
EEROENO'f SPILE Ai' SECTION
NOT TO SCALE
MOLDCAST PARACYL PCL -1
150W HPS FIXTURE
OR APPROVED EQUAL
NOTE: ELECTRICAL CONDUITS MUST
HAVE AT LEAST 4 FT, OF SEPARATION
TION FROM TELEPHONE AND TV CONDUITS
BURIED CABLE TRENCH CROSS _SECTION
NOT TO SCALE
LAMINAIRE,
FT. -CANDLE POWER
NOTE, REFLECTOR IS SPECULAR ANODIZED ALUMINUM,
PROVIDES PRECISE UPLIGHT CUTOFF WITH
NO LIGHT EMITTED ABOVE 81'.
BUILDING MOUNTED LIGHT
NOT TO SCALE
SITE LIGHTING NOTES
(1) SITE LIGHTING SHALL BE INSTALLED SUCH THAT ANY GLARE
IS PROPERLY SHIELDED FROM THE VIEW OF ADJACENT PROPERTY
AND PUBLIC RIGHTS OF WAY,
(2) BUILDING MOUNTED LIGHT FIXTURES ARE TO BE 150W (MAX)
HIGH-PRESSURE SODIUM 0 PARACYL MODEL PCL -1 OR APPROVED
EQUAL. MOUNTING HEIGHT IS TO BE 15 FEET.
(3) LIGHTING SYSTEM SHALL BE WIRED TO A TIMER SYSTEM OPERATED
FROM MAIN CONTROL PANEL IN NEW BUILDING. SYSTEM SHALL BE
ON A TIMER WITH OPTIONAL PHOTO -SENSOR CONTROLS.
5
/ INDUSTRIAL NET71 NG, SNOW
FENCE OR WOWEN WIRE FENCE'
-FOR SUPPORT
FILTER FABRIC
6,
BOARD ON BOARD SIDING
!"x6" BOTH SIDES
2"x6"
6"x6" TREATED POST
CONTAINMENT 6'
CURBING
4" CONCRETE PAD W/
6"x6"-10/10 W.W. FABRIC
STONE
3
6" PROCESSED GRAVEL
I
I
PnAPr) CW 01-�ADn QInMU-
.D-UMPSTER PAD
NOT TO SCALE
DUMPSTER TO HAVE PLUGS IN ANY DRAIN HOLES,
VARIES -----------
PAVED SURFACE
SLOPE VARIES
SLOPE 1/4"/FT, F (SEE GRADING PLAN)
70'
STRUCTURAL 8" CRUSHED GRAVEL
FILTER FABRIC COMPACTED 4" OF LOAM, 'SEED, J
COMPACTED FERTILIZER AND MULCH
SUBGRADE
U
PLAN
RIP RAP
6" MIN. OR GEOTEXTILE
1.5X MAX,
STONE DIA.
......... ..
\-6" PROCESSED' GRAVEL
3EQ111ON N—A
RIPRAP APRON
NOT TO SDALE
CERTIP�IEO BY E T6� 4F MQNTVILLE PLANNING ANO ZONING COMMISSION
LFH__A1RM_ANT _M0_NT_MtE P _&Z C0MWI-i-S-10N DATE
SEDT MENT --EENCE DATE REVISION
NOT TO SCALE
3-17-10 UNCAS HEALTH COMMENTS 3-12-10
4-16-10 TOM COMMENTS
6-14-10 TOM COMMENTS
FGARAGE DOO�R
9-9-10 RELOCATION
CONSTRUCTION ENTRANCE
NOT TO SCALE
Ar
Ot C0NpV1*'k*
4� z off
69
4
zz #1 1003
'ONAL
U I -N Lr-
¢.�. AS
r -
AS NOTED
et SHEET NO.
Devel Solutiop
s L.L C
2p
3 of 3
A Technical Services Conipany
�3 East Town St., Norwich, Connecticut DRAWNG NO.
r."Ople:060204-0248 - Fax: (a60)204-0652_