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PROJ. No.: 20050653.C10
DATE: AUGUST, 2006 1
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PROJ. MANAGER: DAC
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TO MY KNOWLEDGE AND BELIEF, THESE MAPS ARE SUBSTANTIALLY CORRECT
AS NOTED HEREON.
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18868
SCALE:
.OPREPARED
FA'�f s ". FUSS NEILL
Disciplines" to Deliver
146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040
860.646.2469 www.�--=:"com
BOUNDARY SURVEY MAP
FOR
BRUCE MARTEL
, 4 7
MAPLE AVE. ROSELUND STREET CT
MONTVILLE,
CHIEF DESIGNER: SJB
H ORZ.: 1 20'
REVIEWED BY:
DATE
VERT.:
DATUM:
HORZ.:
VERT.:
20 10 0 20
m
GRAPHIC SCALE
No. DATE DESCRIPTION BY
MARK A. NAYLOR LICENSE No.
REVISIONS
PROJ. No.: 20050653.C10
DATE: AUGUST, 2006 1
V.0.1
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PROJ. No.: 20050653.C10
DATE: AUGUST 2006
CU -101
PROJ. MANAGER: DAC
SEAL
SEAL
SCALE:
.R
FUSS & ONEILL
Discipline to Defer
146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040
860.646.2469 www
SOUTHEASTERN CONNECTICUT WATER AUTHORITY
WATER MAIN EXTENSION
INTERCONNECTION OF HILLCREST
NVITH TOWN OF MONTVILLE SYSTEM
MO?` TVILLE CONNECTICUT
CHIEF DESIGNER: SJB
HORZ.: 1" = 40'
REVIEWED BY:
DATE
VERT.:
DATUM:'
HORZ.:ry
VERT.:
1.
40 20 0 40
GRAPHIC SCALE
No. DATE DESCRIPTION BY
REVISIONS
PROJ. No.: 20050653.C10
DATE: AUGUST 2006
CU -101
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TELEPHONE CONDUIT
C" . /�_.,
15' X 12" PRECAST
CONCRETE f,w
J= BOOSTER PUMP,' wLL
` STATION
11
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GROUT AFTER BUILDING
IS IN FINAL POSITION
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® INSULATION (TYP.)
If
SUBGRADE
PIPE & COUPLERS
4" DIA. 90'BEND
WITH JOINT RESTRAINT
FOUNDATION PLAN
4" GATE VALVE
(TYP. OF 2)
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44" R)lA/-/) N`52 0 `4 5 "'r'
-994
{
s WATER EASEMENT
�IN FAVOR OF SOUTHEASTERN
CONNECTICUT WATER: AUTHORITY
AREA: 0.020 AC. (874 FT 2)
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7' X 4'X 6" CONCRETE PAD
CENTERED AT DOOR WAY
� (SEE DETAIL SHEET D-102
SILT FENCE
I
SITE PLAN
SCALE: 1"=10'
FALSE WINDOWS SIDE ELEVATION
SHEET METAL
EXHAUST DUCT
DEHUMIDIFIER
MOTORIZED 48" X 48" AIR
EXHAUST DAMPER
'— 0"
15
VINYL
ASPHALT
OPENING F
EXHAUST F
NOTE:
LOCATION OF METER SOCKET AND
DISCONNECT BY OTHERS
EMERG11NCY LIGHTING
OVERHEAD LIGHT PUMP
CONTROL
EXHAUST PANEL O
SILENCER LOAD FIRE
CENTER EXTINGUISHER
I AIR RELIEF VALVE
GENERATOR
m DISCHARGE rr1T1...G'-
Q(D I Q(D 0
C1-- — J
10 USUCTIONU
JU
OVERHEAD —LIGHT—
I
PLAN VIEW
EQUIPMENT LAYOUT PLAN
2" X 6" DOUGLAS FIR
Ulnnn CDA►AlAlr` 16"
.C.
WOOD
WOOD EXT.
PSF SNOW
r—IN U VVHLL tLt V H I I UIN
POWER FEED
FROM CL&P
GABLE VENT
EEN
i' PRECAST
t uiv,,r«TE BUILDING
WITH VINYL SIDING
NOTES:
AUTOMATIC 1) BOOSTER PUMP BUILDING IS USE GROUP F-1, BUILDING TYPE 2C,
TRANSFER SWITCH NONCOMBUSTIBLE, UNPROTECTED.
6"x 6" WIRE WAY 2) 1 "x3" HORIZONTAL FURRING STRIPS SHALL BE DIRECTLY ATTACHED TO
ABOVE EQUIPMENT CONCRETE BUILDING 16" O.C.
3) 1/2" CDX PLYWOOD SHEATHING SHALL BE ATTACHED TO FURRING
STRIPS AROUND CONCRETE EXTERIOR OF BUILDING
J
4) VINYL SIDING TO MATCH EXISTING BUILDING AT THE SITE.
5) LOCATION OF WINDOWS LIGHTING AS DIRECTED BY PROPERTY OWNER.
HEATEREXHAUST FAN WITH
_ BAC<DRAFT DAMPER BIRD
J SCREEN & FIXED LOUVLRS
FOUNDATION NOTES:
SEAL
1. THE FOUNDATIONS HAVE BEEN DESIGNED TO REST ON INORGANIC,
UNDISTURBED SOIL OR COMPACTED STRUCTURAL FILL PLACED ON
pro„
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g
� �� FUSS & ONEILL
rt pS
Disciplines to Deliver
146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040
8so.64s.2469 ww_ �- :: ;;or~
INORGANIC, UNDISTURBED SOIL HAVING A PRESUMPTIVE LOAD BEARING
-
VALUE OF 3,000 PSF EXPECTED TO BE FOUND AT THE SPECIFIED
HORZ.: N.T.S.
BOTTOM OF FOOTING ELEVATION.
2—#5 TOP AND
2. THE BOTTOM OF EXTERIOR FOOTINGS NOT ON SOLID ROCK SHALL BE AT
BOTTOM (CONT.)
LEAST 3'-6" BELOW FINISHED GRADE. FOOTINGS ON LEDGE SHALL REST
ON BROOM CLEAN SOLID ROCK. IF SLOPE OF ROCK SURFACE EXCEEDS
DATUM:
1 ON 6, FOOTING SHALL BE DOWELED TO LEDGE.
FINISHED GRADE
ELEV. 196.5
3. THE SLAB—ON—GRADE BASE COURSE SHALL CONSIST OF A 12" MINIMUM
THICKNESS OF COMPACTED STRUCTURAL FILL, UNLESS OTHERWISE NOTED.
VERT.:
4. BACKFILL FOR ALL BUILDING FOUNDATION WALLS SHALL BE RAISED
r�12" CRUSHED STONE
SIMULTANEOUSLY ON THE INSIDE AND OUTSIDE OF THE WALL TO
BASE MATERIAL
PROPOSED GRADES.
FILTER FABRIC
5. ALL FILL AND BACKFILL FOR FOOTINGS, SLABS, AND WALLS SHALL
REVISIONS
BE STRUCTURAL FILL, WITH THE EXCEPTION OF BACKFILL AGAINST
CONCRETE
EXTERIOR SIDE OF FROST WALLS WHERE SUITABLE FILL MAY BE
FOOTING
USED.
(4,000 PSI
CONCRETE)
6. SIZES AND LOCATIONS OF ALL REQUIRED SLAB AND WALL PENETRATIONS
FOR ALL TRADES SUCH AS PIPING SLEEVES SHALL BE COORDINATED BY
THE CONTRACTOR WITH OTHER TRADES.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING,
OPERATING AND MAINTAINING ALL EQUIPMENT NECESSARY TO
DEWATER SITE EXCAVATIONS.
8. ALL BEARING MATERIAL SHALL BE INSPECTED BY A QUALIFIED
TECHNICIAN PRIOR TO CONCRETE PLACEMENT. A QUALIFIED
TECHNICIAN SHALL BE THE SOLE JUDGE AS TO THE SUITABILITY OF
THE BEARING MATERIAL. FOOTING ELEVATIONS SHALL BE ADJUSTED
AS REQUIRED.
FALSE WINDOWS SIDE ELEVATION
SHEET METAL
EXHAUST DUCT
DEHUMIDIFIER
MOTORIZED 48" X 48" AIR
EXHAUST DAMPER
'— 0"
15
VINYL
ASPHALT
OPENING F
EXHAUST F
NOTE:
LOCATION OF METER SOCKET AND
DISCONNECT BY OTHERS
EMERG11NCY LIGHTING
OVERHEAD LIGHT PUMP
CONTROL
EXHAUST PANEL O
SILENCER LOAD FIRE
CENTER EXTINGUISHER
I AIR RELIEF VALVE
GENERATOR
m DISCHARGE rr1T1...G'-
Q(D I Q(D 0
C1-- — J
10 USUCTIONU
JU
OVERHEAD —LIGHT—
I
PLAN VIEW
EQUIPMENT LAYOUT PLAN
2" X 6" DOUGLAS FIR
Ulnnn CDA►AlAlr` 16"
.C.
WOOD
WOOD EXT.
PSF SNOW
r—IN U VVHLL tLt V H I I UIN
POWER FEED
FROM CL&P
GABLE VENT
EEN
i' PRECAST
t uiv,,r«TE BUILDING
WITH VINYL SIDING
NOTES:
AUTOMATIC 1) BOOSTER PUMP BUILDING IS USE GROUP F-1, BUILDING TYPE 2C,
TRANSFER SWITCH NONCOMBUSTIBLE, UNPROTECTED.
6"x 6" WIRE WAY 2) 1 "x3" HORIZONTAL FURRING STRIPS SHALL BE DIRECTLY ATTACHED TO
ABOVE EQUIPMENT CONCRETE BUILDING 16" O.C.
3) 1/2" CDX PLYWOOD SHEATHING SHALL BE ATTACHED TO FURRING
STRIPS AROUND CONCRETE EXTERIOR OF BUILDING
J
4) VINYL SIDING TO MATCH EXISTING BUILDING AT THE SITE.
5) LOCATION OF WINDOWS LIGHTING AS DIRECTED BY PROPERTY OWNER.
HEATEREXHAUST FAN WITH
_ BAC<DRAFT DAMPER BIRD
J SCREEN & FIXED LOUVLRS
PROJ. No.: 20050653.C10
DATE: AUGUST 2006
CU -1 02
PROJ. MANAGER:
SEAL
SEAL
SCALE:
pro„
`
g
� �� FUSS & ONEILL
rt pS
Disciplines to Deliver
146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040
8so.64s.2469 ww_ �- :: ;;or~
SOUTHEASTERN CONNECTICUT WATER AUTHORITY
PUMPING STATION PLAN & DETAILS
INTERCONNECTION OF HILLCRE T
x.-
WITH TOWN OF MONTVILLE SYSTEM'-
�1(�)NTVILLE CONNECTICUT
-
CHIEF DESIGNER:
HORZ.: N.T.S.
REVIEWED BY:
DATE
VERT.:
DATUM:
HORZ.:
VERT.:
�.
20 10 0 20
GRAPHIC SCALE
No. DATE DESCRIPTION BY
REVISIONS
PROJ. No.: 20050653.C10
DATE: AUGUST 2006
CU -1 02