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SEAL SEAL
co
No. 18868 ; #,
sU R4 E+o
TO MY KNOWLEDGE AND BELIEF, THESE MAPS ARE SUBSTANTIALLY CORRECT
AS NOTED HEREON.
MARK A. NAYLOR LICENSE No.
SCALE:
HORZ.: 1" = 20'
VERT.:
DATUM:
HORZ.:
VERT.:
20 10 0 20
GRAPHIC SCALE
FUSS & O'NEILL
r- - - - - - - - - - - - Discipline=s to Deliver
146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040
860.646.2469 www.FcndC.com
BOUNDARY SURVEY MAP
PREPARED FOR
FPRIJ. No.: 20050653.C10
TE: AUGUST, 2006
BRUCE MARTEL
MAPLE AVE. - ROSELUND STREET MONTVILLE CT
PROJ. MANAGER: DAC
CHIEF DESIGNER: SJB
REVIEWED BY: DATE
1.
No. DATE DESCRIPTION BY
REVISIONS
SEAL SEAL
co
No. 18868 ; #,
sU R4 E+o
TO MY KNOWLEDGE AND BELIEF, THESE MAPS ARE SUBSTANTIALLY CORRECT
AS NOTED HEREON.
MARK A. NAYLOR LICENSE No.
SCALE:
HORZ.: 1" = 20'
VERT.:
DATUM:
HORZ.:
VERT.:
20 10 0 20
GRAPHIC SCALE
FUSS & O'NEILL
r- - - - - - - - - - - - Discipline=s to Deliver
146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040
860.646.2469 www.FcndC.com
BOUNDARY SURVEY MAP
PREPARED FOR
FPRIJ. No.: 20050653.C10
TE: AUGUST, 2006
BRUCE MARTEL
MAPLE AVE. - ROSELUND STREET MONTVILLE CT
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SEAL SCALE: PROJ. (MANAGER: DAC
CHIEF DESIGNER: SJB
REVIEWED BY: DOTE
HORZ.:
VERT.:
40
L
20 0 40
GRAPHIC SCALE
Emmil
1.
No. DATE DESCRIPTION BY
REVISIONS
i
SEAL SCALE:
HORZ.: 1" = 40'
VERT.:
DATUM:
HORZ.:
VERT.:
40
L
20 0 40
GRAPHIC SCALE
Emmil
FUSS & ONEILL
Disciplines to Deliver
SOUTHEASTERN CONNECTICUT WATER AUTHORITY
WATER MAIN EXTENSION
INTERCONNECTION OF HILLCREST
WITH TOWN OF MONTVILLE SYSTEM
PROJ. No.: 20050653.010
DATE: AUGUST 2006
CU -101
146 HARTFORD ROAD, MANCHESTER, CONN'E,_- 06040
860.646.2469 www.FondO.com MONTVILLE CONNECTICUT
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6" X 4" TEE WITH _ 4" GATE VALVE
JOINT RESTRAINED- „_
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TYP. OF 2)' . (.-ITYP. OF 2) -
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6 CLASS 53 D,I. WATER MAIN-
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r WATER EASEMENT4CLASS53D.I... J IN FAVOR OF SOUTHEASTERN
CONNECTICUT WATER, AUTHORITY
F.- 196.5 AREA: 0.020 AC. (8 4 FT2)
t 9 k
4" SCH 80 'PVC
ELECTRICAL CONDUIT
3" SCH 80 PVC
TELEPHONE CONDUIT .- `S ip 7' X 4'X 6" CONCRETE PADlogo,
6CENTERED AT DOOR WAY
I SEE DETAILAIL SHEET D-102
a ti; m
15' X 12" PRECAST, SILT FENCE
CONCRETE
BOOSTER PUMP
T.f STATION \ a SITE P
SCALE: 1"=10'
Ck)
FOUNDATION NOTES:
1. THE FOUNDATIONS HAVE BEEN DESIGNED TO REST ON INORGANIC,
UNDISTURBED SOIL OR COMPACTED STRUCTURAL FILL PLACED ON
INORGANIC, UNDISTURBED SOIL HAVING A PRESUMPTIVE LOAD BEARING
VALUE OF 3,000 PSF EXPECTED TO BE FOUND AT THE SPECIFIED
Ar- BOTTOM OF FOOTING ELEVATION.
1" DRY PACK WITH
GROUT AFTER BUILDING 2-#5 TOP AND 2. THE BOTTOM OF EXTERIOR FOOTINGS NOT ON SOLID ROCK SHALL BE AT
IS IN FINAL POSITION BOTTOM (CONT.) LEAST 3'-6" BELOW FINISHED GRADE. FOOTINGS ON LEDGE SHALL REST
ON BROOM CLEAN SOLID ROCK. IF SLOPE OF ROCK SURFACE EXCEEDS
1 ON 6, FOOTING SHALL BE DOWELED TO LEDGE.
FINISHED GRADE
00 x ELEV. 196.5 3. THE SLAB -ON -GRADE BASE COURSE SHALL CONSIST OF A 12" MINIMUM
THICKNESS OF COMPACTED STRUCTURAL FILL, UNLESS OTHERWISE NOTED.
P. ... :, :.. • 'a•.' •'•.'P r'• '•' a.•,'... ,• g '..:r.P •.•• ...a r. a a..
U1 :b a. • .. ':3 .'.', a • S. r.a . v°' r:. 7 :.a r ,. ar r. .. . '.. r r
r, " _ ' aI .a r? .° a
t /// 4. BACKFILL FOR ALL BUILDING FOUNDATION WALLS SHALL BE RAISED
SHED 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
z i 2" RIGID ' ' i '.:.. ' BE STRUCTURAL FILL, WITH THE EXCEPTION OF BACKFILL AGAINST
INSULATION (TYP.) i I
yjP \
CONCRETE EXTERIOR SIDE OF FROST WALLS WHERE SUITABLE FILL MAY BE
FOOTING USED.
4,09D PSI
CONCRETE) 6. SIZES AND LOCATIONS OF ALL REQUIRED SLAB AND WALL PENETRATIONS
FOR ALL TRADES SUCH AS PIPING SLEEVES SHALL BE COORDINATED BY
SUBGRADE THE CONTRACTOR WITH OTHER TRADES.
PIPE & COUPLERS
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING,
OPERATING AND MAINTAINING ALL EQUIPMENT NECESSARY TO
DEWATER SITE EXCAVATIONS.
4" DIA. 90'BEND
WITH JOINT RESTRAINT 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
FOUNDATION PLAN AS REQUIRED.
FALSE WINDOWS
SIDE ELEVATION
SHEET METAL
EXHAUST DUCT
DEHUMIDIFIER
GENERATOR
MOTORIZED 48" X 48" AIR
EXHAUST DAMPER
15' - 0"
VINYL
ASPHALT
OPENING F
EXHAUST F.
NOTE:
LOCATION OF METER SOCKET AND
DISCONNECT BY OTHERS
14
EMERGI!NCY LIGHTING
OVERHEAD LIGHT PUMP
CONTROL
EXHAUST PANEL 0
SILENCER LOAD FIRE
CENTER EXTINGUISHER
I r- AIR RELIEF VALVE
Pf
T)
Ovr_r'nr_MU IUM i- _j
PLAN VIEW
EQUIPMENT LAYOUT PLAN
2" X 6" DOUGLAS FIR
wnr)n 170 e kAIKir_ 16" O.C.
HOOD EXT.
PSF SNOW
LIN U WALL LLr-V H I I UIN
POWER FEED
FROM CL&P
GABLE VENT
EEN
i' PRECAST
aQ1VIIdI'NG >•E 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
4) VINYL SIDING TO MATCH EXISTING BUILDING AT THE SITE.
5) LOCATION OF WINDOWS LIGHTING AS DIRECTED BY PROPERTY OWNER.
HEATER EXH,4UST FAN WITH
BACKDRAFT DAMPER BIRD
J SCREEN &FIXED LOUVERS
PROJ. No.: 20050653.010
DATE: AUGUST 2006
CU -1 02
PRrJJ. MANAGER: SEAL SEAL SCALE:
y FUSS & O'NEILL
xLw Disciplines to Delillel, p
146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040
860.646.2469 www. .:.,.com
SOUTHEASTERN CONNECTICUT WATER AUTHORITY
PUMPING STATION PLAN & DETAILS
INTERCONNECTION OF HILLCREST
WITH TOWN OF MONTVILLE SYSTEM
MONTVILLE 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.: 20050653.010
DATE: AUGUST 2006
CU -1 02