HomeMy WebLinkAbout0020 AIRPORT ROAD - Health 20,:Airport Read Sewer Acct #3920
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LOCUS
BARNSTABLE-HYANNIS'
MUNICIPAL AJRPORT
Tz"ST HOLE S
LOG
AIW-230
WELL: UGH (PARCEL 11)
ENGINEER- , MIKE MCDONO
ZONE D (4'
-rum, .8 u
ENIGINEER:, STEVE WILSON, P.E. DA 23 WITNESS: J. DUNNING (2) 3o, LONG
4' WIDE LEACHIN TR
, - I " I". 1 3' DEEP By
ADJUST: 3.4',
-1988
WITNESS: �J '� DUNNING DATE: DECEMBER� 12 G
(SEE 'DETAIL) ENCHES
DATE: AUGUST 5, 1987 ,
ROAD
PERC. , RATE:- < 2 MIN./INICH INVERT IN EL 49.35
FPLVAO
PROPO ED PROPOSED INVERTS OUT EL 49. 5
5
DUMP ER ,,,�DRYWELL
LOCATION
4* PVC
EL 49.1 242.74
VENT
PROPO
PR SED 4x4'
Cr Cf cr EL 53.0
EL 48.7 1 0511
TOP AND
54-- / f a -r-7 DRAI
" I k a - OPOS&D
TOP AND' OR
AND NAGE MANHOLE
SUBSOIL 70 7- 14 S.
R
ZONE Lu ETAIN
SUBSOIL
SUBSOIL EL 51.0 0
& EL 46.1 TOP C04DING Pvc
42�
VENT
EL 45.!5 PROP- 6G
COARSE 0- OF GRAVa E NATURAL 4RO
'113 —!RAVEL
MAIN STREET
SAND GITATION
7, COARSE STRATIFIED N V;
AND '1 0 SET RIM Al
SAND
SAND AND ADJUSTED GRAVEL !�?j' ELEVV. 52.00
AND PROP� ROP
1-v
GRAVEL, GRAVEL WATER ViNAVE
,-GMVEL--/ 1!9j UTILITY 4'Cc
AVLIJ
EL. 43.7 UBLE f AREA I ARI-A
D i
Ele EL 46.1 POLE
GRATES E
ADJUSTED
WATER OBSERVED
E PROP. UN�DERGRO
EL. 43.4 WATER ijj� PROP.
GRASS LOCATION :MAP (NO
SCALE
CLEAN
-(LOT AREA)____ft/ AKLA
CTRIC SERVIGL
I 0(r- EL. 40.3 F_ I _1%
4zo
�co
OBSERVED MED.
SAND rea 49,388
WATER e
3 Acres
4, 4, PARCEL; 10
105 , EL. 40.0
r FLOOD ZONE C
12Cr EL 39.1 120"' EL 43.0 J BUILDING ZONE: HB. AND 8
108" EL. 3i.8
'Cl
NO 7� k
ly
(0 WATER g BUILDING ZONE HB REGULATIONS:
PERC. PERC. #6630 FOUND,
op A��
Ivor,
PR
N11
MIN. LOT SIZE: 40,000 S.F.
I
MIN. FRONTAGE: 20',
SETBACKS:
'Cu FRONT=60' ALONG AIRPORT RD. ,
100' ALONG RT. 132
LOAM_)
AND SIDE=1 0', TOTAL OF 30'
V11 ;i
SEE[
REAR=20'
MAXIMUM SIGN DIMENSIONS: NOTE: (FREE STANDING SIGNS) 30% MAX. BUILDING COVERAGE
-j qr 1 41
30' MAX. BUILDING HEIGHT
W SIGNS IN HB ZONE MUST
BE LESS THAN 10' IN HEIGHT 4.B--
TION
AND THE DIMENSIONS OF BUILDING ZONE B REGULATIONS:
H AND W MUST YIELD AN 5)
0
MIN. FRONTAGE: 20'
AREA OF LESS THAN 1 oo Fr' Cj 0
TOP COAT (TYPE 11) SETBACKS:
FRONT=20'
. .............
H ,
5�
WITH PERMISSION FROM THE BUILDING 4)
SIDE=
10,
COMMISSIONER, (2) FREE STANDING
4/ REAR=
gu Q �-\ I e 3??", 1- IJ
SIGNS MAY 13E ALLOWED WHERE SAID
_Voo_Qo- 0 30' MAX. BUILDING HEIGHT
<�_ ," t -.qINDER 1�71� 1
LOT HAS FRONTAGE ALONG (2) PUBLIC - 4 .1 , , ''I joo
00 0 0
WAYS 0^ 0
0 000 o 0,00 o c . 0
oor
G It..) 0 00
%jo -Vo -U - 0 DISTRICT: GP
J 00
)oo �o 0 0 r.,o CRUSHED N MAX. IMPERVIOUS LOT COVERAGE: 50%
0
30% OF LOT MUST BE UNDISTURBED
ORIGIN&—...
BGRADE
C1% su 49,388 S.F.
A PROPOSED BUILDING.-AREA 12,000 F.
UTIL�)
I y POLE PROPOSED BUILDING COVERAGE 24.3%
REMOVE TOP AND SUBSOIL
PROPPD-1
LINE IS CO'- 50-1
TOTAL IMPERVIOUS AREA = ,23,763 S.F.
Lo TION TOTAL IMPERVIOUS COVERAGE 48.1%
W
"fvO A_
Y,
_0j 0
KEY
:r, OF PEASTONE
CAL.
W
A
PROP. a 2 ..........
HARDWOOD TREE P` SIDEWALK CROSS-SECTION
-T..............
vo 0 0- 0 0- 0 0- 0
u 0
EXIST, CONTOUR, - 0 00-voo 0 0-
48 000 v 0 5
71
OF R-,TQ 0- V 0 0-.(V
0 -0 ------
PROP. CONTOUR 5 GRAVEL Top
OC�F R -)oo-Qoo- uOoC AT E 11
C USHED STONE
0
o0l, -joo-Voo
0 0
- J�, %
................. o
PROP, GRADE 0 0 .2" 'BINDER (TYPE 11) 1'
_ Q0 0
0
16.37 1
b4 0
ORIGIN . 10
IAL Q v
0 0
SUBGRADE VO _ k3 6' OF DENbL UKAULU
for
EXIST. ELEV. 0
_j 0
EXIST. WATER LINE ----------W------- PROP. BERM
0 0
(ASHPALT)
A
0 n,�,0 0-r",j 0 0-,,0 0
PROP. WATER LINE -W OP 0 0 on
\_R'
q 0, 1
EMOVE TOP AND SUBSOIL
-COMPACT SUB-.--
WER DESIG
AR&A SE N
EXIST. GAS LINE
PROP. GAS LI N E
CONTRACTOR TO VERIFY SEWER TIE
LOCATION AND ELEVATION PRIOR TO
fro
TI
0-C
POUN
PROP. ELECTRIC
4v
TOP OF FOUNDATION I�T
EL 53.20
7�?'%r�Af &y,
O�b
RAP RETAJNING WALL
A
PROP. MORTARED RIP
50.0
0
EL 48.8
AT 1:1 SLOPE (USE NOTES:
1 C.Y. BOULDERS)
1 . DATUM IS ASSUMED FROM HYANNIS QUAD MAP.
GAS
2. MUNICIPAL WATER IS AVAILABLE
PARKIN G CALCULATIONS:
3. OOT.
32 SEWER PIPE PITCH TO BE 1/8" PER. F
PROPOSED
I EXISTIN.,
RETAIL: 12,000 S.F. (1 SPACE/200 S.F.) 60 SPACES 3.3 0 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H20.
18 S LOAM_t) INVERT AT ")twtK 11
STORAGE: 12,000 S F. 0 SPACE/700 S.F.) 00 TH1
1 5. SEWER PIPE JOINTS TO BE MADE WATERTIGHT,
ELEVI. 47.0 17- SLOPE I I I
PROPOSED MANHOLE
TOTAL NEEDED: 78 SPACES 0 SEED
7V ( 4'x4' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
7-.
J* pl:i
TOTAL PROVIDED:' 38 SPACES GP,4 VEL 4,
SEWER E TITLE V.
AND 'NOT TO BE: USED
HANDICAP: 40-100 SPACES, (.04) TOTAL PARKING REQUIRED CLEANOUT MANHOLE 7. , THIS PLAN FOR PROPOSED WORK ONLY
'Ro, 1% SLOPE
PRO,
u FOR LOT LINE STAKING.
HANDICAP: 78 SPACES (.04) = 4 SPACES REQUIRED
AT CELLAR
ir low WALL 6" CAST IRON PIPE TO' BE USED FOR SEWER' CONNECTION.
HANDICAP PROVIDED: 4 SPACES
8.
TREES: 78 SPACES (1 TREE/8 SPACES) 10 TREES 9. DRAINAGE PIPE TO BE 12" H.D.P.E. OR EQUIVALENT.
L--045,-. PIPE
TIE INTO EXISTING
515, * 1� - , \ '' .
10. OWNERS ENGINEER TO INSPECT ALL SITE WORK.
Ilk UTILITY
TREES PROVIDED 10 1 \11. 'TIE SEWER TEE AND RUN
In , 11 1 APPROXIMATE
OPE a , -D 6r WATER SERVICE
POLE 11. ALL DRAINAGE TO BE KEPT ON SITE.
-4 PROPOS INVERT ELEV. 41.5 6* CAST IRON PIPE
IS TO TIE INTO EXISTING 20r
C THROUGH SEWER M.H. 12.' MINIMUM 1' OF COVER :OVER ALL H.D.P.E. PIPE.
* REDUCTION OF PARKING SOUGHT FROM ZONING BOARD OF SET RIM AT 91 v,
WATER "IN ALONG AIRPORT
ION 4.2.8.3 OF ELEV. 49.45 TO PROP. FOUNDATION
ROAD (�PPROXIMATE LOCATION)
THE "TOWN OF
Ir (DOUBLE GRATES) V,I:r 1 S ARE ALLOWED
-LAW"
BARNSTABLE ZONING BY
INVERT OUT WITHIN GROUND WATER PROTECTION DISTRICT.
FOUNDATION 72'—M.H.— 42'
46.8 SEWER
ELEV.
1 14. ALL DRYWELLS TO BE �15'x,4' WITH 2' OF STONE.
5/1 K-
e PVC
26' BY 24' LEACHING FIELD.
T� 15. OWNER TO WORK OUT A CONTRACT TO HAVE OIL
VENT
USE 1 DIA. H.D.P.E. PERFORATED-/
CASCADE GRAT� TO BE USED FOR ABSORBANT PILLOW CLEANED ON A REGULAR BASIS.
PIPE WITH 1" WASHED STONE
PROPOSED
BETWEEN PIPES AND 1' DEEP MAIN ENTRANCE CATCH BASINS
GROUND 16. EXISTENCE OF UNDERGROUND UTILITIES TO BE VERIFIED
NOTED). ALL OTHER CATCH
SU FACE
PIPE INVERT ELEV.
GRATES ARE To BE 24* SQUARE R PRIOR TO EXCAVATION.
HEAVY DUTY CAST IRON GRATES.
-45 HEIGHT ENGINEERED WOVEN
LOAM
o\ FILTER FABRIC OVER
"Oil AND CATCH BASIN DNTAIL T LEACHING TRENCH DESIGN
HEAVY DUTY CAS
PEASTONE
IRON FRAME
SEED
LENGTH
_A10
Y OF PFASTONE
WIDTH
SITE P
IF
0
LEVELING 5
12� CORRUGATED
----BLOCK(S)
FOR PROPOSED , RETAIL STORE IN THE TOWN OF:
_/v
EQUIVALENT) %
w
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H.D.P.E.
0
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BARNSTABLE , MA
Cb. H.D.P.E. PIPE, (OR
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0 0 0 0 0 0 0 00000000 000 OC
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BASIN AT EL.47.10 ov 00v-O0v V000-- TO C H.D.P.E. Feet
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aff 508-362-4541 INStALL'AN OIL 0 v
1/,o,'j1hk "4 / ." , ,,, I 5r PRECAST OF 0 000000000000000 000 000,00QO
ou 0 000 00 0
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FIRE HYDRANT 000 01 - 0 SCALE: 1"=20' DATE: MAY 12.: 1994
0 v
0 00V 00 00 00 On 0
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ORBANT PILLOW 000 00 00 00 000000000
fox 508 362-9880
0 v 0 REV: MAY 30, 1994
(�O_ 0 0-nov
lb "I'll - 0 9
0000000
IN CATCH BASIN
0
-Y Z e
REV:, JUNE 9 1994
(SEE NOTE #15)
SET PERFORATED REV: AUGUST, 2,' 1994
EX
REV: AUGUST 24�' , 1994
% .4' WOE BY
PIPE AT .5% SLOPE
3/4� TO 1-
d engineering, inc.
own- cape BASIN T PRECAST OR CLEAN WASH
ED—/
DEEP LEACHI or
4!' SECTIONAL PLATE STONE
TRENCH
k
CIVILL, ENGINIEERS
LAND S
URVEYORS
4,�
1 0 4
TE,
'ma
939 main sto, yarmouth,
:,6.rALA
VK
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94-126,-,
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