HomeMy WebLinkAboutYarmouth Service Center Plans - Approved 1985 Nov 27 by Healthgyp.
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A.L.S. CLEARANCE LIMIT \ \ \
L E G E ND
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INDICATES. NEW AREAS TO BE PAVED \
INDICATES EXIST. AIRCRAFT LANDING
APPROACH TOWERS.
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LAN D
LOT LINE
COURT BN D. *II
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MID CAPE H/GHWA Y
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8-21-86
1
CLEARANCE LIMITS & APPROACH TOWER RIGHT OF WAY
6-21-85
I ADDED BUILDING SIZES AND USE
6-10-85
YARMLYJTH C4MPGRCUND`1.—___`
DESCRIPTION
DATE APPR.
IG
ac c
6
I
YARMOUTH , MASS
Ki
Of
L AMSON PONS
O
r�i
LOCUS
DRAWN
PH.M.
ARMOUTH SERV. CTR.
AP PR.
O
REV.
4
Q
L0
, a
I,
0�p e% O
JAG,,
�5.
� Off'
exp �i
A.L.S. CLEARANCE LIMIT \ \ \
L E G E ND
\
INDICATES. NEW AREAS TO BE PAVED \
INDICATES EXIST. AIRCRAFT LANDING
APPROACH TOWERS.
\�t
LAN D
LOT LINE
COURT BN D. *II
3
0
.�� �
\ I
i; NO DRAINAGE Fr•;
SHALL 6E IIS:
TOWN ENGIvicr. .
jI FOR INSPEC+,.;...
Err O;Z +;3YMER SITE IMPROVEMENTS
r.i*17 NOTIFICATION TO
%U OVmER'S EN2INEER
REVIEWED,T S_MarceI/o` s�ned o
" DATE
\ IRON PIPET \
/ J
i
Do -per ?
ca c -%o
CONC. BND. & D.H.
i
N76° -34!-50°W
72.493
4 ADDED LOT
LINES
MID CAPE H/GHWA Y
3 REVISED ISLAND AT MAIN EMTRANCE AND MISC CHANGES
8-21-86
2 ADDED A.L.S.
CLEARANCE LIMITS & APPROACH TOWER RIGHT OF WAY
6-21-85
I ADDED BUILDING SIZES AND USE
6-10-85
YARMLYJTH C4MPGRCUND`1.—___`
DESCRIPTION
DATE APPR.
IG
ac c
YARMOUTH SERVICE CENTER
u
YARMOUTH , MASS
Q RAD/0 TOWEF
\ ----
L AMSON PONS
SITE PLAN
LE unless
100,- 0°
LOCUS
DRAWN
PH.M.
ARMOUTH SERV. CTR.
AP PR.
1
REV.
4
, a
I,
1000 0 1000 2000 3000 4000
- -LOCUS PLAN -
i; NO DRAINAGE Fr•;
SHALL 6E IIS:
TOWN ENGIvicr. .
jI FOR INSPEC+,.;...
Err O;Z +;3YMER SITE IMPROVEMENTS
r.i*17 NOTIFICATION TO
%U OVmER'S EN2INEER
REVIEWED,T S_MarceI/o` s�ned o
" DATE
\ IRON PIPET \
/ J
i
Do -per ?
ca c -%o
CONC. BND. & D.H.
i
N76° -34!-50°W
72.493
4 ADDED LOT
LINES
9-23-85
3 REVISED ISLAND AT MAIN EMTRANCE AND MISC CHANGES
8-21-86
2 ADDED A.L.S.
CLEARANCE LIMITS & APPROACH TOWER RIGHT OF WAY
6-21-85
I ADDED BUILDING SIZES AND USE
6-10-85
N0.
DESCRIPTION
DATE APPR.
REVISION
ac c
YARMOUTH SERVICE CENTER
YARMOUTH , MASS
PROPOSED GUARD HOUSE
LSC
SITE PLAN
LE unless
100,- 0°
noted DATE
5-30-85
DRAWN
PH.M.
CH'KD.
A
AP PR.
DRAWING NO.
X-3858
REV.
4
T(
2•_ 2•• W-8 2�- 2��
PLA N
N
VER
SIDII
ALU?
(TYP
I"x4
(TYP.
2%6" (TYP. )
EXTERIOR
PLYWOOD SOFF
WITH ALUMINU
'/z " EXTERIOR
WOOD SHEATH
VERTICAL ALL
SIDING (TYP.)
15 Ib. IMPREGN.
FELT (TYP.)
4" THICK FIE
I NSULATION
ETHELENE Vj
RIER ALL WA
4
1�
2"x 6��
HICK, 12 x 12" VINYL ASBESTOS
FLOOR TILE (ENTIRE FLOOR)
i
is
L '
OUTLINE
SECT/ON
'/2 EXTERIOR GRADE PLYWOOD COVERED WITK
151b. IMPREGNATED BUILDING FELT, AND ALUMINUM
VERTICAL SIDING.
12" x 18" FIXED BLADE, STORMPROOF, ALUMINUM
LOUVER WITH. INSECT SCREEN. ONE AT EACH END. ��
LE ROOF /
LAPPED /
)N
OD
�I
,ONDITIONER TO j
COM/ELECTRIC CO.
BY THE CONTRACTOR_,
W4
i
NOTES:
j
41-0Is
x 6�1 /
SIDING SHALL BE ALCOA 12" VERTICAL SIDING, .024" THICK
FOR CONCRETE WORK SEE
DWG. NO. X=3861
ALL EXPOSED EXTERIOR WOODWORK
TO BE PRIMED AND COVERED WITH
ALUMINUM TRIM.
12
[__ 4
4" � SANITARY VENT PAINT GRADE WOOD DOOR 11-6"W X 61-8"H, 1 PAIR BRONZE -
FLASHING
NOTES:
-
1.
SIDING SHALL BE ALCOA 12" VERTICAL SIDING, .024" THICK
12" WIDE PANELS WITH ALCOA ALUMALURE FINISH.. -TRIM TO
SIPHON JET, ELONGATED, CAYUGA STYLE, COLOR WHITE, .WITH
PATCH SIDING. COLOR TO BE CHOSEN BY OWNER.
BLACK MOLDED KOHLER NUMBER K-4666 HEAVY DUTY SEAT AND j
SUITABLE ZURN CARRIER.
2.
SLIDING WINDOWS W3 AND W4 SHALL BE ACORN SERIES 2400
V
ALTERNATE:
HIGH PERFORMANCE WINDOWS WITH ALUMINUM FINNED,
INSULATING FRAMES FOR WOOD CONSTRUCTION, OPTIONAL
SECURITY LOCK AND FULLY SCREENED OPENINGS. GLAZING
SIPHON JET', PLACID STYLE, COLOR WHITE WITH BLACK
SHALL BE 5/E" `HICK SEALED INSULATING GLASS.
MOLDED KOHLER NUMBER. K-4666 HEAVY DUTY SEAT.
3.
FIXED WINDOWS W1, W2, W5 AND W6 SHALL BE SERIES 400
ONE KOHLER LAVATORY NO. K-27,92,=q'COMPLETE:WITH
ALCOA INSULATING PICTURE WINDOWS GLAZED WITH 7/16"
'
i
THICK INSULATING GLASS.
ONE MIRROR 24"H X 24"W WATROUS ;NO , W -1.200S, NTANDAL-
4.
EXTERIOR DOORS D1 AND D2 SHALL BE.1 3/4" HOLLOW METAL,
PROOF, ALUMINUM FRAME WITH 5"D X, 24'"W SHELF.
FLUSH TYPE, INSULATED WITH WRAP AROUND P.M. FRAME
ONE WATROUS NO. W -1103C STAINLESS_STEEL',:'SURFACE
X 6'-8"H. 1 z. PAIR SECURITY BUTTS, STAINLESS
MOUNTED PAPER TOWEL DISPENSER. r -
STEEL PRESSURE TYPE WEATHERSTRIPPING, CLOSER WITH
SAFETY STOP, INTERLOCKING THRESHOLD. MORTISE TYPE f
ONE I..T.S. INSTANTANEOUS HOT WATER HEATER MODEL
LOCKSET CAPABLE OF ACCEPTING A "BEST" CORE, BRONZE
#MDT 6000/208.
COLOR.
5.
INTERIOR DOOR D3 SHALL BE 1 3/4" HOLLOW CORE, FLUSH
WATER COOLER
a, 0
TYPE, PAINT GRADE WOOD DOOR 2'-6"W X 6'-8"H. 1 PAIR
ONE GENERAL ELECTRIC CATALOG NO. RSA -6.,.
BRONZE BUTTS, BRONZE BATHROOM SET.
i
i
6.
INTERIOR DOOR D4 SHALL BE HOLLOW CORE, FLUSH TYPE,
4" � SANITARY VENT PAINT GRADE WOOD DOOR 11-6"W X 61-8"H, 1 PAIR BRONZE -
FLASHING
SOUTH ELEV,4T/ON
PROPOSED GUARD HOUSE
PLAN AND ELEVATIONS
SCALE unless noted DATE DRAWN CH'KD. APPR. DRAWING NO. REV.
1/2:1 0° 6.21.8c5 P.H.M. X•3859
BUTTS, BRONZE PASSAGE SET.
7.a.
ONE KOHLER NUMBER K-3440—EBA COMPLETE WALL MOUNTED,
SIPHON JET, ELONGATED, CAYUGA STYLE, COLOR WHITE, .WITH
BLACK MOLDED KOHLER NUMBER K-4666 HEAVY DUTY SEAT AND j
SUITABLE ZURN CARRIER.
j
ALTERNATE:
i
ONE KOHLER NUMBER K-3405—EBA COMPLETE FLOOR MOUNTED
SIPHON JET', PLACID STYLE, COLOR WHITE WITH BLACK
MOLDED KOHLER NUMBER. K-4666 HEAVY DUTY SEAT.
b.
ONE KOHLER LAVATORY NO. K-27,92,=q'COMPLETE:WITH
TRITAN II TRIM. COLOR WH TE.
c.
ONE MIRROR 24"H X 24"W WATROUS ;NO , W -1.200S, NTANDAL-
PROOF, ALUMINUM FRAME WITH 5"D X, 24'"W SHELF.
d.
ONE WATROUS NO. W -1103C STAINLESS_STEEL',:'SURFACE
MOUNTED PAPER TOWEL DISPENSER. r -
e.
ONE I..T.S. INSTANTANEOUS HOT WATER HEATER MODEL
#MDT 6000/208.
f.
WATER COOLER
a, 0
ONE GENERAL ELECTRIC CATALOG NO. RSA -6.,.
SOUTH ELEV,4T/ON
PROPOSED GUARD HOUSE
PLAN AND ELEVATIONS
SCALE unless noted DATE DRAWN CH'KD. APPR. DRAWING NO. REV.
1/2:1 0° 6.21.8c5 P.H.M. X•3859
r- TO PULL BOX
5-2° CND DUCTS TO
WAREHOUSE SUMP. PIT
PLAN
REINFORCE SLAB WITH
PAVING (TYR) -7 ?� I
6x6 10 GA. W.W.F.
6° WELL COMPACTED BANK RUN
GRAVEL UNDER FLOOR SLAq, ND 2° THICK POLYSTYRENE PERIMETER INSULATION
STEPS , NO STONES OVER 3 (TYR)
2"x4" KEYWAY ALL
AROUND (TYR)
a o
SEC TION
-j I
I/2 ° x 6" LONG ANCHOR BOLTS WITH
ROUND FLAT WASHERS, 10 EA. REQ'D.
o
c
-I
{
t
i
0
N
J
RESERVE AREA
A/
LING GATE
ENTRANCE
LANE
PROJECT N0. 03-1597.00 DATE 6-26-85 VEGETATION LAWN LOCATION WILLOW ST.YARMOUTH-
WEATHER CLOUDY,WINDY CLIENT COM/ELECTRIC BSc STEVE WILSON INSPECTOR SUSAN RASK
TEST PIT LOG (NO. 1)
PERC.
ft. TEST - O 0
1
2
3
4
5
6
7
8
9
10
LOAM -9 .
,
MISC. LOAM FILL
MAX. PROBABLE G.W. AS PER USGS CALC.
MAX. PROBABLE G.W. AS PER USGS CALC.
3.7'
MEDIUM SAND 8, GRAVEL
�
COURSE SAND & GRAVEL
y
I
PLAN
r-
rum
z
OXIDIZED (RED) COURSE SAND
OBS. G.W. AT 8.5 -1 pm
MEDIUM GRAY SAND
MEDIUM SAND
PLAN, PROFILE, SECT. THRU LEACHING TRENCH
SCALE unless noted
3/16" = 1' - 0„
D ATE
9-4-85
DRAWN
P.H.M.
CHS KD.
S
DRAWING NO.
X- 3862
REV.
1.
CAST FRAMES AND COVERS INTO
j
ROOF OF SEPTIC TANK
i
u EXTEND COVER TO
GRADE
,y
I
NEW FINISH GRADE EL. +1.43
„
I
SLOPE /4 /FT. 4
EXISTING GRADE EL. + 0.43
-4 PVC SCH 40- - _
--------------- -- -- - - - - -- --- - - - -----
_ I B - - - - - - -
---- --- ----
- - - - --------------- -
GUARD HOUSE
BOTTOM OF TRENCH EL. -1.17
- INV. EL. -0.67 INV. EL. -0.42 — INV. EL. -0.26
1000 GAL.HVY. INV. EL.+0.06 INV EL.+.47
DUTY SEPTIC
DISTRIBUTION BOX
TANK
f
ADJ. GROUND WATER EL. -3.17
„
2 RUNS 4 PERF. P.V.C. SCH. 40 - -
_ INV. EL. -0.1
- - - -
-;
51
PROFILE
NOT TO SCALE
'
'- 4mil POLY OVER TRENCHES
3O
WASHED STONE
=
N
/a 1/
INV. EL
WASHED STONE
BOTTOM OF TRENCH -3'- 8"
SECT/ON THRI LEACHING TRENCH (7`0)
SCALE: I" = 1'- 0"
PROJECT N0. 03-1597.00 DATE 6-26-85 VEGETATION LAWN LOCATION WILLOW ST.YARMOUTH-
WEATHER CLOUDY,WINDY CLIENT COM/ELECTRIC BSc STEVE WILSON INSPECTOR SUSAN RASK
TEST PIT LOG (NO. 1)
PERC.
ft. TEST - O 0
1
2
3
4
5
6
7
8
9
10
GRADE EL.-
BOTTOM OF PIT
'LEGEND REMARKS
GROUND WATER APPLY USGS CALCULATION
TO OBSERVED GROUND WATER
V SEASONAL MAX. ELEVATION.
I
® OBSERVED ELEV.
(PERCOLATION TEST
START PRESOAK 114
END PRESOAK 1:29
TIME AT 12" 1:29
TIME AT 9" 1:31
TIME AT 6" 1:33
RATE MIN /IN 2 MIN /IN
i
TEST PIT LOG (NO.2 )
f t. 2
8"
2
2.5
3
4
5
6
6.5
7
8
9
10
LOAM -9 .
LOAM & SAND FILL
MISC. LOAM FILL
MAX. PROBABLE G.W. AS PER USGS CALC.
MAX. PROBABLE G.W. AS PER USGS CALC.
3.7'
MEDIUM SAND 8, GRAVEL
�
COURSE SAND & GRAVEL
y
DENSE FINE SAND WITH TRACE OF SILT
rum
DENSE GRAY FINE SAND WITH TRACE OF SILT
OBS. G.W. AT 8'-0"-Ipm
OXIDIZED (RED) COURSE SAND
OBS. G.W. AT 8.5 -1 pm
MEDIUM GRAY SAND
MEDIUM SAND
PLAN, PROFILE, SECT. THRU LEACHING TRENCH
GRADE EL.-
BOTTOM OF PIT
'LEGEND REMARKS
GROUND WATER APPLY USGS CALCULATION
TO OBSERVED GROUND WATER
V SEASONAL MAX. ELEVATION.
I
® OBSERVED ELEV.
(PERCOLATION TEST
START PRESOAK 114
END PRESOAK 1:29
TIME AT 12" 1:29
TIME AT 9" 1:31
TIME AT 6" 1:33
RATE MIN /IN 2 MIN /IN
i
TEST PIT LOG (NO.2 )
f t. 2
8"
2
2.5
3
4
5
6
6.5
7
8
9
10
GRADE EL.= +0. 5
BOTTOM OF PIT
1
i
QESIGN CALCULAT-IO,NS AS REQUIRED BY' TITLE 5 OF THE STATE ENVIRONMENTAL CODE
150 GPD FLOW - BOTTOM AREA = 150 x I = 150 sq.ft.
SIDEWALL AREA = 150 x .4=60 sq. ft.
I AREA PROVIDED BOTTOM=30x2x3=180 Sq. ft.
SIDE=3Ox4x.5= 60sq. ft.
i
,l
J -
NOTE:
I. SEPTIC TANK , DISTRIBUTION BOX & CAST IRON FRAMES AND COVERS SHALL
BE CAPABLE OF CARRYING H-20 HIGHWAY LOADING
THERE ARE NO EXISTING DRAINAGE FACILITIES WITHIN 25 ft. OF. THE
A
PROPOSED SYSTEM.
. GLNEER IS TO INSPECT AND CF_Y THIS INSTALLATION TO.THE = I 'h
ER�Iv' v
YARMOUTH BOARD OF HEALTH
4. CONTRACTOR IS TO REMOVE ALL EXISTING ASPHALT LOAM a FILL IN THE
d� AREA OF THE LEACHING FIELD AND IN THE AREA EXTENDING 25 ft.
BEYOND THE EXTREMITIES OF THE LEACHING FIELD. ALL AREAS ARE
TO BE BACKFILLED WITH PROCESSED GRAVEL FILL.
�4
f
LOAM
LOAM & SAND FILL
I j ADDED NOTES 2 ,3 & 4 — CHANGED GRADES
MAX. PROBABLE G.W. AS PER USGS CALC.
3.7'
MEDIUM SAND 8, GRAVEL
�
DATE APPR.
y
DENSE FINE SAND WITH TRACE OF SILT
rum
I,
OXIDIZED (RED) COURSE SAND
OBS. G.W. AT 8.5 -1 pm
MEDIUM GRAY SAND
PROPOSED GUARD HOUSE SEPTIC SYSTEM
GRADE EL.= +0. 5
BOTTOM OF PIT
1
i
QESIGN CALCULAT-IO,NS AS REQUIRED BY' TITLE 5 OF THE STATE ENVIRONMENTAL CODE
150 GPD FLOW - BOTTOM AREA = 150 x I = 150 sq.ft.
SIDEWALL AREA = 150 x .4=60 sq. ft.
I AREA PROVIDED BOTTOM=30x2x3=180 Sq. ft.
SIDE=3Ox4x.5= 60sq. ft.
i
,l
J -
NOTE:
I. SEPTIC TANK , DISTRIBUTION BOX & CAST IRON FRAMES AND COVERS SHALL
BE CAPABLE OF CARRYING H-20 HIGHWAY LOADING
THERE ARE NO EXISTING DRAINAGE FACILITIES WITHIN 25 ft. OF. THE
A
PROPOSED SYSTEM.
. GLNEER IS TO INSPECT AND CF_Y THIS INSTALLATION TO.THE = I 'h
ER�Iv' v
YARMOUTH BOARD OF HEALTH
4. CONTRACTOR IS TO REMOVE ALL EXISTING ASPHALT LOAM a FILL IN THE
d� AREA OF THE LEACHING FIELD AND IN THE AREA EXTENDING 25 ft.
BEYOND THE EXTREMITIES OF THE LEACHING FIELD. ALL AREAS ARE
TO BE BACKFILLED WITH PROCESSED GRAVEL FILL.
�4
f
I j ADDED NOTES 2 ,3 & 4 — CHANGED GRADES
v3 3 069
N0. j DE SC RIPTI ON
DATE APPR.
REVISION
rum
YARMOUTH SERVICE CENTER
YARMOUTH , MASS.
PROPOSED GUARD HOUSE SEPTIC SYSTEM
PLAN, PROFILE, SECT. THRU LEACHING TRENCH
SCALE unless noted
3/16" = 1' - 0„
D ATE
9-4-85
DRAWN
P.H.M.
CHS KD.
AP PR,
DRAWING NO.
X- 3862
REV.
1.
NOTE
.z •....- 7
`.
I.
REMOVE ALL TREES,STUMPS & BRUSH NECESSARY TO ALLOW FOR
CONSTRUCTION OF 2 DRIVEWAYS, ACCELERATION LANE, DECELERATION
LANE, AND WIDENING OF MAIN ENTRANCE DRIVEWAY.
a
2.
ALL NEWLY PAVED AREAS ARE TO RECEIVE 3" OF ASPHALT PAVING
CONSISTING OF 1'/2" BASE COURSE AND A I " FINISH COURSE
3.
EXISTING PAVED AREAS ARE TO RECEIVE A '2" THICK FINISH COURSE
OVERLAY.
4.
ALL TRENCHES IN AREAS NOT 70 BE OVERLAID SHALL HAVE THIER
EDGES NEATLY CUT, N40PPED WITH EMULSION AND PAVEb WITH 3" OF
MIX INSTALLED IN TWO COURSES.
5.
ACCELERATION , DECELERATION LANES AND WIDENING AT MAIN ENTRANCE.
;
SHALL HAVE A 9" BASE OF PROCESSED GRAVEL INSTALLED
=3
BEFORE PAVING. EXIST. MATERIAL SHALL BE REMOVED AND
DISPOSED OF.
6.
THE TWO DRIVEWAYS CONNECTING THE SOUTHERLY PARKING LOTS
SHALL BE CONSTRUCTED OF BANK RUN GRAVEL FILL 9" OF
1 I
PROCESSED BASE AND 3 OF PAVEMENT. SIDE SLOPES SHALL BE
GRADED, LOAMED AND SEEDED AFTER PAVING.
7.
IN THE NORTH PARKING LOT AND MAIN DRIVEWAY THE GRADE VILL
BE CHANGING APPROX. I FT. BECAUSE OF THE NEW SANITARY
DISPOSAL SYSTEM. GRADE CHANGES OF MORE THAN 3" SHALL BE
ACCOMPLISHED BY USING COMPACTED PROCESSED FILL. GRADE
CHANGES OF LESS THAN 3" SHALL BE ACCOMPLISHED BY USING
ASPHALT PAVING. ALL EXIST. PAVEMENT UNDER AREAS RECEIVING.
FILL SHALL BE REMOVED AND DISPOSED.
8.
ALL PARKING LOTS RECEIVING AN OVERLAY SHALL BE DIVIDED
AND PAINTED AS SHOWN.
l
a
_- I ADDED SECTION 1-1 P.H.M. II -14-85 I
EXIST. WILLOW ST. PAVEMENT N0.1 D E S C R I P T I O N BY ID A T E A P P R
Ip -'-O WIDE LANE — (NOT TO SCALE) + a
R E V I S 1 0 N
SLOPE LOAM AND SEED DISTURBED AREAS ) -
®
1" THK. FINISH COURSE L E G jE N D
(0.00) INDICATES EXISTING GRADE
2 THK. BASE COURSE::::�/
[0.00] INDICATES NEW FINISH GRADE YARMOUTH SERVICE 'CENTER`
9" PROCESSED GRAVEL BASE
1
YARMOUTH ; MASS
(TYP/CAL ACCELLERAT/ON
OFFICE AND WAREHOUSE RENOVATIONS'
SEMON
DECELERATION LANES
PAVING PLAN WITH FINISHED GRADES
SCALE I =1'-0" Irl SCALE =unless noted N., D ATE D RAV 'K D A P P R. " DRAWING N0. REV
I" = 30•_ 0.. 10-16-85 PH M.
- .
r , .T