HomeMy WebLinkAbout37.145 - Site Plan Sheet rrev. 9/12/02gFPTIC SYSTEM DESIGN DATA
OFFICE USE:
2725 SF (75
GPD/1000 SF) = 204 GPD
REQUIRED
20,000 SF
SITE
EXISTING
25,807 SF
RETAIL USE:
1825 SF ( 50
GPD/1000 SF) 91 GPD (200 GPD
MIN)
NO GARBAGE GRINDERS ALLOWED.
FRONTAGEa
125 186.16 & 164.99'
404 GPD DESIGN FLOW
RT
O
EXISTING MANHOLE COVER
LOCUS
FRONT SEf&&
SEPTIC TANK:
30.5'
30.5'
ZONING DISTRICT: B2/R-25 (NOT IN GROUNDWATER OVERLAY DISTRICT)
404 GPD'200%- 808 GAL. REQ. : USE 1500 GAL H-20 SEPTIC TANK
THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
BREAKDOWN OF SQUARE FOOTAGES:
92 GPD
LEACHING: USE 29' X 26' LEACHING FIELD= 754 SF
11.7'
N/A
B2 SETBACKS: 30' FRONT, 25' SIDE, 20' REAR
1825 SF RETAIL
GAS LINE
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
EXISTING
BUILDING:
1775 SF OFFICE
133 GPD
CAPACITY: 754 SF (.74 GPD/SF) = 558 GPD> 404 GPD. O.K.
PROPOSED 3" CALIPER
1418 SF RETAIL STORAGE
0.0 GPD
w a
cii
NON HABITABLE BASEMENT AREA
0.0 GPD
PROPOSED LEACHING TRENCH/PIT
NEW
BUILDING:
500 SF 2ND STORY PRIVATE OFFICE
38 GPD
PROPOSED
MAX. IMPERVIOUS COVERAGE:
500 SF 2ND STORY RETAIL STORAGE
0 GPD
FRONT SETBACK
30'
37.7'
931 SF 1ST FLOOR RETAIL STORAGE
0 GPD
O
2.
ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS
SUBDIVISION REGULATIONS
450 SF IST FLOOR OFFICE
34 GPD
3.8'
N/A
--
EXISTING USE: RETAIL / OFFICE
297 GPD (WITH RETAIL 200 GPD MIN = 404 GPD)
BENCHMARK: CENTER OF CATCH
BASIN ELEV. = 14.86' NOV029
/
/ _
0� \
\ �0• ST
41
/ \ T
/ EXISTING SEPTIC \ \
\ LEACHING THIS AREA
U. ryo/ THI \ `r \
�C)
\
EXISTING OS EXISTING GREASE TRAP
/ PAVED TN• �. \
�� / PARKING \
R
EXISTING AISED C CRETE PLANTER /
/ \ / mow`'
EXISTING PUMP CHAMBER /
+Oo
SIZE: 25,607 F*' (0.59 AC.t)
\.eLANTER/U.y °• EXISTING
CUILDING
WIT,1i SI 5018 SF
c
9. WATER SERVICE APPROXIMATE AS SHOWN. GAS AND CABLE UTILITIES BASIN ELEV. 14.86 NGVD29 / 521 CMR23.2.1 - 1 HCP SPACE REQ. 2 HCP PROVIDED (INCL. VAN SPACE)
TO BE INSTALLED TO THE PROPOSED BUILDING APPROXIMATELY AS SHOWN / / TREE CALCULATION: 24 (1/8) = 3 TREES REQ. 3 TREES PROVIDED.
(ALL SUBJECT TO FINAL DESIGN AND LOCATION AS REQUIRED BY UTILITIES VENDORS). /
10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT /��\ /
INSPECTION BY OWNERS ENGINEER AND PERMISSION OBTAINED. 24 HR. NOTICE REO. +14)v O�v 15'R'
11. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. �/' EXISTING TREES OF TREES LEAST 4" CALIPER THAT EXIST IN BUFFER ZONES SHALL BE
s93 RETAINED. IF SUCH EES DO NOT EXIST, 3" CALIPER TREES SHALL 8E PLANTED AT
12. SITE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS, /4' WIDE 5' HIGH 4Y. PS 15.46 INTERVALS OF AT MOST 20' (301.4.4) (TYP. ALL PARKING BUFFERS)
OR NEIGHBORING PREMISES. DENSE EVERGREEFiQ�' / +1555
/ HEDGE 0<" / �.O• +�4
13. PROPOSED BUILDING TO HAVE SPRINKLER FIRE SUPPRESSION SYSTEM INSTALLED. /
STORTZ FIRE CONNECTION REQUIRED, SEE SPRINKLER PLAN BY OTHERS. LOCK BOX REO.
14. CONTRACTOR 70 VERIFY GRADES, INVERTS, ELEVATIONS AND SITE CONDITIONS PRIOR TO C�
COMMENCING WORK ON SITE, ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION O'- / 5' SOIL REMOVAL Iss3 PAVE c g qOF WASHED STONE FRENCH DRAIN
LIMIT SEE NOTE 20 "'.?DRIVE , FF ALONG DRIP EDGE TYP.
OF THE DESIGN ENGINEER PRIOR TO ANY WORK ON SITE. // 15. IN . 05 LOADING y0
ZONE
15. NOTE THAT THE INSTALLATION OF THE SEPTIC SYSTEM REQUIRES REMOVAL OF UNSUITABLE SOS. / � 0
THE UNSUITABLE SOILS SHALL BE REMOVED FROM UNDER AND FOR 5' LATERALLY AROUND TH: / P Ory Q0+,5.84 /7
PROPOSED LEACHING FIELD. ANY SOIL FOUND TO BE CONTAMINATED FROM PRIOR SYSTEMS SHALL 0Y Iy
BE REMOVED AS WELL. THE REPLACEMENT SAND SHALL MEET 310CMR 15.223(3). 24
BOARD OF HEALTH AND OWNERS ENGINEER TO INSPECT SOIL REMOVAL. /0� /s D•
REMOVAL FOR DRAINAGE STRUCTURES SHALL BE THE SAME AS FOR THE SEPTIC SYSTEM. p� QO23
16. EXISTING SEPTIC COMPONENTS TO BE PUMPED AND REMOVED/CRUSHED AND VOIDS FILLED WTH / 0� �h -9 �FyT \ G
COMPACTED SAND. ALL WORK TO COMPLY WITH TITLE 5 REQUIREMENTS. �-L'� J / ^ PROPOSED BUILDI \ dGiEO/ UTILIRTIOES AS REQUIRED OTHER
�y- h ? 0/ / 8 , �� 1381 SF y
2g 1.5 STORY \ CS
'00• SLAB ON GRRL')E16°0'�-"'
7
-Irl.3e
-W IC
\ICF / p0 / „1.1 2 / ,d +, 6. REMOVE
@°\AqL -K5 zz o0' \•S 3� • ✓ / 5.T 0 / // 10 /Jg bD� h _o EP� LOADING
V @F'' DOCK
NEW 1500
CG �0 4a��F,P 4 . \ O GAL H2O 5,/T SO PROP.
\ @RE) ^\��. STEPS 0'
\
s° E_ �°7
yP RESER
\ ✓ �1 SZz�n' •�E`
s.ol
:.32
I / \ OcPP •t/ P , • 1 Y / / 13 77 �•
@ @ ?` ? G/EO/ C/y ys ,' TOP FOUND \ , GUY
ELEV. • 18.E9' / WIRE
SILL
\ Fp Q /' \'`kF \ �q /U• ' ELEV. - 16.78' Q Cf
2 Q Io FIRST FLOOR Rg1y� EC.q �• `
/cS) vi ELEV.. 1b.68'
gggOES \ \ E / / C
STEvj
P
h , \
Nr
\\\ QgT1, /C \ \ °CF0. \\ oq
pq� @ S/ff
@pq\\LE,
@ VAO'P6 V A 2° °� CO
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0
@ \
@
@
@
@
@
@
EXISTING CONDITIr)NS PII.AN
SCALE: 1'=20'
20 0 20 40 60
01-071
Q4�, �` IN / 2 T SI E`;25,807 SFt (0.
\ 4 \ L5+Uo ss `� 12.8
7A /'PROPOSED 14 „,9z .40 / METER
wee• \\ I\ \+" _ ,r'�''t`• 1 PAVED v •!''REMOVE PAVEMENT AND
STRE\\ �SIGN� C'9S NTER PARKING / y ` EXISTING ,�oU ADD WASHED STONE FRENCH
BUILDING h DRAINS ALONG DRIP EDGE
5018 S +I s.] 35 °i OF BUILDING (TYP,)
\ pY
@ @. TOP FOUND '�'y / GUY
18.27 Q� ELEV. - 18.69' T WIRE
SIL
@ C �• 4 f �/ 4- U' Q'' / SILL- 16.78' C
ELEV. 6 '
\ qq ?? 0• \R N 2C CF h
c h /
FIRST FLOOR Rg
.18-68'
-66 0'E �•4.q �A' . ].
@ CUT & MATCH \ \ CQQ�. 76 17,,
\\ GRANITE. INSTALL \ 9 �� S Iv /
®\\ 6' TAPERED SECTIOiv \ ,\ 0
@ TMP 55
%'\ �
@@ %� f, »>bbb,7.c, i1 a c047✓ �r 2sz I / B? ? �
10
@ @ \ \ \ 8676 \ \ \� S0 4 ;ON W • 4 �/ y/yC Oi C O/S�
�® h• /9J (�T\\\� ,y0'. \ yI / STER
1:12 TAPER -
SECTION /• +
18 A®R\ � 1 •�' /�•i•
N.
1zll 19
20
O�N
1pb
C,Q +16 34 {//.. 4,
16.31 f+I /5 / /��V
F
cGp VS /
\
a' GRAVEL WALK
17\
®.26 +16.11 `i q
0 1 16
.3e ��i 9Tf
/ oti c
@ BASELINE \ \ S/O a,. FO � •F�,`.
e STATIONING
�@ \ '*16.02
@
APPLICANT/OWNER: TAYLOR REALTY TRUST\�--16. \
204 ROUTE 28 @ \
WEST YARMOUTH, MA 02673 @ \
CONTACT: MEHDI HOSSEINI @ @ \ \
PH. 508-790-8880
LEGAL: ASSRD: Ardito. Sweeney, Stusse, Robertson, & Dupuy, P.C. \
@
EDWARD J. SWEENEY, JR. ESQ. O
25 MID TECH DRIVE SUITE C WEST YARMOUTH, MA 02573 @
PH. 1-508-775-3433 15,29 \\
FAX 1-508-790-4778 IN,
CIVIL ENGINEER: DOWN CAPE ENGINEERING, INC. @
ARNE H. OJALA PE, PLS / DANIEL A. OJALA E". PLS \\
939 MAIN STREET YARMOUTHPORT,MA 02675
PH. 1 -508-362-4541
FAX 1-508-362-9880
ARCHITECT: BROWN LINDQUIST FENUCCIO & RICHMOND ARCH. INC.
923 MAIN STREET YARMOUTHPORT, MA 02675
PH. 1-508-362-8382
FAX 1-508-362-2828
PROPOSED SITE PLAN
SCALE: 1"=20'
20 0 20 40 60 Feet
LEGEND
/6B
PROPOSED SPOT GRADE
82 ZONING DISTRICT
LOT SIZE
REQUIRED
20,000 SF
SITE
EXISTING
25,807 SF
PLAN REVIEW
PROPOSED
25,807 SF
DATA
ASSESSORS MAP 37 PCL 145 (OLD MAP 31 PCL G25)
DEED REFERENCE: DB 10851 PAGE 293
ADDRESS: 204, 208, 210 RT. 26 WEST YARMOUTH
EXISTING CONTOUR
n
28
GENERAL NOTES:
FRONTAGEa
125 186.16 & 164.99'
186.16 & 164.99'
RT
O
EXISTING MANHOLE COVER
LOCUS
FRONT SEf&&
30'
30.5'
30.5'
ZONING DISTRICT: B2/R-25 (NOT IN GROUNDWATER OVERLAY DISTRICT)
1,
THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
SIDE SETBACK
251
20'
11.7'
N/A
11.7'
N/A
B2 SETBACKS: 30' FRONT, 25' SIDE, 20' REAR
- G -
GAS LINE
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
REAR SETBACK
IMPERVIOUS COVERAGE
70% MAX.
84.3%
62.3%
R-25 SETBACKS: 30' FRONT, 15' SIDE, 20' REAR
PROPOSED 3" CALIPER
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
PARKING/BUFFER TREE
w a
cii
MAX. BUILDING COVERAGE 25%
3
PROPOSED LEACHING TRENCH/PIT
(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR
R-25 ZONING DISTRICT
REQUIRED
EXISTING
PROPOSED
MAX. IMPERVIOUS COVERAGE:
E
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
FRONT SETBACK
30'
37.7'
37.7'
14.6'/16.1'
FLOODZONE: H & C (YAR. PANEL 5 7/2/92 )
O
2.
ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS
SUBDIVISION REGULATIONS
SIDE SETBACK
REAR SETBACK
15'
20'
3.8'
N/A
N/A
EXISTING USE: RETAIL / OFFICE
PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH
0
E-'
AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD
O
PROPOSED USE: RETAIL / OFFICE.
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT.
EXISTING BUILDING COVERAGE: 5138 SF /
25,807 SF - 19.9%
ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5.
PROPOSED BUILDING COVERAGE: 6414 SF.
/ 25,807 SF =
24.97
LOT SIZE: 25,807 SFt (0.59 AC.t)
AND YARMOUTH HEALTH REGULATIONS.
EXISTING BUILDING HEIGHT:
23'7
F-
3.
VERTICAL DATUM IS NGVD29 FROM F.I.R.M. BENCHMARKS
PROPOSED ADDITION HEIGHT:
29'7
PARKING CALCULATIONS:
4.
TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING 6/01
N
1825 SF RETAIL (1210) - 8.69 SPACES
5.
DESIGN LOADING FOR ALL PRECAST UNITS TO 8E A4SHT0-H20 UNLESS NOTED.
EXISTING BUILDING:
1775 SF OFFICE 1/200) = 8.87 SPACES
1418 SF RETAIL STORAGE 1/2100) = 0.68 SPACES
6.
THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO
O
NON HABITABLE BASEMENT AREA 0.0 SPACES
BE USED FOR PROPERTY LINE STAKING.
I
NEW BUILDING:
500 SF 2ND STORY PRIVATE OFFICE (1/200) 2.50 SPACES
7.
ALL STORM RUNOFF TO 8E CONTAINED ON SITE, PROVIDE VEGETATED SWAlES IN
/ 4' WIDE
+'s vs
5' HIGH
500 SF 2ND STORY RETAIL STORAGE 1/2100)) 0.24 SPACES
1ST FLOOR RETAIL STORAGE = 0.44 SPACES
BUFFER STRIPS AS REQUIRED TO ENSURE RUNOFF IS RETAINED.
/ DENSE
EVERGREEN
931 SF
0) 2.25 SPACES
450 SF IST FLOOR OFFICE (1/2(000)
ALTERNATE ROOF DRAINAGE SYSTEM FOR REAR OF EXISTING BUILDING MAY BE
/
HEDGE
REQUIRED IF BASEMENT TO BE UTILIZED IN FUTURE.
z
00
/
TOTAL REQUIRED 23.67 SPACES
8.
6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED.
BENCHMARK: CENTER OF CATCH
/
1
SPACES PROVIDED = 24 INCL. 2 IN GARAGE
9. WATER SERVICE APPROXIMATE AS SHOWN. GAS AND CABLE UTILITIES BASIN ELEV. 14.86 NGVD29 / 521 CMR23.2.1 - 1 HCP SPACE REQ. 2 HCP PROVIDED (INCL. VAN SPACE)
TO BE INSTALLED TO THE PROPOSED BUILDING APPROXIMATELY AS SHOWN / / TREE CALCULATION: 24 (1/8) = 3 TREES REQ. 3 TREES PROVIDED.
(ALL SUBJECT TO FINAL DESIGN AND LOCATION AS REQUIRED BY UTILITIES VENDORS). /
10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT /��\ /
INSPECTION BY OWNERS ENGINEER AND PERMISSION OBTAINED. 24 HR. NOTICE REO. +14)v O�v 15'R'
11. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. �/' EXISTING TREES OF TREES LEAST 4" CALIPER THAT EXIST IN BUFFER ZONES SHALL BE
s93 RETAINED. IF SUCH EES DO NOT EXIST, 3" CALIPER TREES SHALL 8E PLANTED AT
12. SITE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS, /4' WIDE 5' HIGH 4Y. PS 15.46 INTERVALS OF AT MOST 20' (301.4.4) (TYP. ALL PARKING BUFFERS)
OR NEIGHBORING PREMISES. DENSE EVERGREEFiQ�' / +1555
/ HEDGE 0<" / �.O• +�4
13. PROPOSED BUILDING TO HAVE SPRINKLER FIRE SUPPRESSION SYSTEM INSTALLED. /
STORTZ FIRE CONNECTION REQUIRED, SEE SPRINKLER PLAN BY OTHERS. LOCK BOX REO.
14. CONTRACTOR 70 VERIFY GRADES, INVERTS, ELEVATIONS AND SITE CONDITIONS PRIOR TO C�
COMMENCING WORK ON SITE, ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION O'- / 5' SOIL REMOVAL Iss3 PAVE c g qOF WASHED STONE FRENCH DRAIN
LIMIT SEE NOTE 20 "'.?DRIVE , FF ALONG DRIP EDGE TYP.
OF THE DESIGN ENGINEER PRIOR TO ANY WORK ON SITE. // 15. IN . 05 LOADING y0
ZONE
15. NOTE THAT THE INSTALLATION OF THE SEPTIC SYSTEM REQUIRES REMOVAL OF UNSUITABLE SOS. / � 0
THE UNSUITABLE SOILS SHALL BE REMOVED FROM UNDER AND FOR 5' LATERALLY AROUND TH: / P Ory Q0+,5.84 /7
PROPOSED LEACHING FIELD. ANY SOIL FOUND TO BE CONTAMINATED FROM PRIOR SYSTEMS SHALL 0Y Iy
BE REMOVED AS WELL. THE REPLACEMENT SAND SHALL MEET 310CMR 15.223(3). 24
BOARD OF HEALTH AND OWNERS ENGINEER TO INSPECT SOIL REMOVAL. /0� /s D•
REMOVAL FOR DRAINAGE STRUCTURES SHALL BE THE SAME AS FOR THE SEPTIC SYSTEM. p� QO23
16. EXISTING SEPTIC COMPONENTS TO BE PUMPED AND REMOVED/CRUSHED AND VOIDS FILLED WTH / 0� �h -9 �FyT \ G
COMPACTED SAND. ALL WORK TO COMPLY WITH TITLE 5 REQUIREMENTS. �-L'� J / ^ PROPOSED BUILDI \ dGiEO/ UTILIRTIOES AS REQUIRED OTHER
�y- h ? 0/ / 8 , �� 1381 SF y
2g 1.5 STORY \ CS
'00• SLAB ON GRRL')E16°0'�-"'
7
-Irl.3e
-W IC
\ICF / p0 / „1.1 2 / ,d +, 6. REMOVE
@°\AqL -K5 zz o0' \•S 3� • ✓ / 5.T 0 / // 10 /Jg bD� h _o EP� LOADING
V @F'' DOCK
NEW 1500
CG �0 4a��F,P 4 . \ O GAL H2O 5,/T SO PROP.
\ @RE) ^\��. STEPS 0'
\
s° E_ �°7
yP RESER
\ ✓ �1 SZz�n' •�E`
s.ol
:.32
I / \ OcPP •t/ P , • 1 Y / / 13 77 �•
@ @ ?` ? G/EO/ C/y ys ,' TOP FOUND \ , GUY
ELEV. • 18.E9' / WIRE
SILL
\ Fp Q /' \'`kF \ �q /U• ' ELEV. - 16.78' Q Cf
2 Q Io FIRST FLOOR Rg1y� EC.q �• `
/cS) vi ELEV.. 1b.68'
gggOES \ \ E / / C
STEvj
P
h , \
Nr
\\\ QgT1, /C \ \ °CF0. \\ oq
pq� @ S/ff
@pq\\LE,
@ VAO'P6 V A 2° °� CO
�O ' `� B `�00 11�O'G
0
@ \
@
@
@
@
@
@
EXISTING CONDITIr)NS PII.AN
SCALE: 1'=20'
20 0 20 40 60
01-071
Q4�, �` IN / 2 T SI E`;25,807 SFt (0.
\ 4 \ L5+Uo ss `� 12.8
7A /'PROPOSED 14 „,9z .40 / METER
wee• \\ I\ \+" _ ,r'�''t`• 1 PAVED v •!''REMOVE PAVEMENT AND
STRE\\ �SIGN� C'9S NTER PARKING / y ` EXISTING ,�oU ADD WASHED STONE FRENCH
BUILDING h DRAINS ALONG DRIP EDGE
5018 S +I s.] 35 °i OF BUILDING (TYP,)
\ pY
@ @. TOP FOUND '�'y / GUY
18.27 Q� ELEV. - 18.69' T WIRE
SIL
@ C �• 4 f �/ 4- U' Q'' / SILL- 16.78' C
ELEV. 6 '
\ qq ?? 0• \R N 2C CF h
c h /
FIRST FLOOR Rg
.18-68'
-66 0'E �•4.q �A' . ].
@ CUT & MATCH \ \ CQQ�. 76 17,,
\\ GRANITE. INSTALL \ 9 �� S Iv /
®\\ 6' TAPERED SECTIOiv \ ,\ 0
@ TMP 55
%'\ �
@@ %� f, »>bbb,7.c, i1 a c047✓ �r 2sz I / B? ? �
10
@ @ \ \ \ 8676 \ \ \� S0 4 ;ON W • 4 �/ y/yC Oi C O/S�
�® h• /9J (�T\\\� ,y0'. \ yI / STER
1:12 TAPER -
SECTION /• +
18 A®R\ � 1 •�' /�•i•
N.
1zll 19
20
O�N
1pb
C,Q +16 34 {//.. 4,
16.31 f+I /5 / /��V
F
cGp VS /
\
a' GRAVEL WALK
17\
®.26 +16.11 `i q
0 1 16
.3e ��i 9Tf
/ oti c
@ BASELINE \ \ S/O a,. FO � •F�,`.
e STATIONING
�@ \ '*16.02
@
APPLICANT/OWNER: TAYLOR REALTY TRUST\�--16. \
204 ROUTE 28 @ \
WEST YARMOUTH, MA 02673 @ \
CONTACT: MEHDI HOSSEINI @ @ \ \
PH. 508-790-8880
LEGAL: ASSRD: Ardito. Sweeney, Stusse, Robertson, & Dupuy, P.C. \
@
EDWARD J. SWEENEY, JR. ESQ. O
25 MID TECH DRIVE SUITE C WEST YARMOUTH, MA 02573 @
PH. 1-508-775-3433 15,29 \\
FAX 1-508-790-4778 IN,
CIVIL ENGINEER: DOWN CAPE ENGINEERING, INC. @
ARNE H. OJALA PE, PLS / DANIEL A. OJALA E". PLS \\
939 MAIN STREET YARMOUTHPORT,MA 02675
PH. 1 -508-362-4541
FAX 1-508-362-9880
ARCHITECT: BROWN LINDQUIST FENUCCIO & RICHMOND ARCH. INC.
923 MAIN STREET YARMOUTHPORT, MA 02675
PH. 1-508-362-8382
FAX 1-508-362-2828
PROPOSED SITE PLAN
SCALE: 1"=20'
20 0 20 40 60 Feet
LEGEND
/6B
PROPOSED SPOT GRADE
_[7712�
O
+10.01
EXISTING SPOT GRADE
-16\
EXISTING CONTOUR
n
28
RD
RT•
d� LOCUS
OCATCH
RT
O
EXISTING MANHOLE COVER
LOCUS
MAP
SCALE 1"
= 2083'
SK
T(
PROPOSED POLE LIGHT
9. WATER SERVICE APPROXIMATE AS SHOWN. GAS AND CABLE UTILITIES BASIN ELEV. 14.86 NGVD29 / 521 CMR23.2.1 - 1 HCP SPACE REQ. 2 HCP PROVIDED (INCL. VAN SPACE)
TO BE INSTALLED TO THE PROPOSED BUILDING APPROXIMATELY AS SHOWN / / TREE CALCULATION: 24 (1/8) = 3 TREES REQ. 3 TREES PROVIDED.
(ALL SUBJECT TO FINAL DESIGN AND LOCATION AS REQUIRED BY UTILITIES VENDORS). /
10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT /��\ /
INSPECTION BY OWNERS ENGINEER AND PERMISSION OBTAINED. 24 HR. NOTICE REO. +14)v O�v 15'R'
11. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. �/' EXISTING TREES OF TREES LEAST 4" CALIPER THAT EXIST IN BUFFER ZONES SHALL BE
s93 RETAINED. IF SUCH EES DO NOT EXIST, 3" CALIPER TREES SHALL 8E PLANTED AT
12. SITE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS, /4' WIDE 5' HIGH 4Y. PS 15.46 INTERVALS OF AT MOST 20' (301.4.4) (TYP. ALL PARKING BUFFERS)
OR NEIGHBORING PREMISES. DENSE EVERGREEFiQ�' / +1555
/ HEDGE 0<" / �.O• +�4
13. PROPOSED BUILDING TO HAVE SPRINKLER FIRE SUPPRESSION SYSTEM INSTALLED. /
STORTZ FIRE CONNECTION REQUIRED, SEE SPRINKLER PLAN BY OTHERS. LOCK BOX REO.
14. CONTRACTOR 70 VERIFY GRADES, INVERTS, ELEVATIONS AND SITE CONDITIONS PRIOR TO C�
COMMENCING WORK ON SITE, ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION O'- / 5' SOIL REMOVAL Iss3 PAVE c g qOF WASHED STONE FRENCH DRAIN
LIMIT SEE NOTE 20 "'.?DRIVE , FF ALONG DRIP EDGE TYP.
OF THE DESIGN ENGINEER PRIOR TO ANY WORK ON SITE. // 15. IN . 05 LOADING y0
ZONE
15. NOTE THAT THE INSTALLATION OF THE SEPTIC SYSTEM REQUIRES REMOVAL OF UNSUITABLE SOS. / � 0
THE UNSUITABLE SOILS SHALL BE REMOVED FROM UNDER AND FOR 5' LATERALLY AROUND TH: / P Ory Q0+,5.84 /7
PROPOSED LEACHING FIELD. ANY SOIL FOUND TO BE CONTAMINATED FROM PRIOR SYSTEMS SHALL 0Y Iy
BE REMOVED AS WELL. THE REPLACEMENT SAND SHALL MEET 310CMR 15.223(3). 24
BOARD OF HEALTH AND OWNERS ENGINEER TO INSPECT SOIL REMOVAL. /0� /s D•
REMOVAL FOR DRAINAGE STRUCTURES SHALL BE THE SAME AS FOR THE SEPTIC SYSTEM. p� QO23
16. EXISTING SEPTIC COMPONENTS TO BE PUMPED AND REMOVED/CRUSHED AND VOIDS FILLED WTH / 0� �h -9 �FyT \ G
COMPACTED SAND. ALL WORK TO COMPLY WITH TITLE 5 REQUIREMENTS. �-L'� J / ^ PROPOSED BUILDI \ dGiEO/ UTILIRTIOES AS REQUIRED OTHER
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\ 4 \ L5+Uo ss `� 12.8
7A /'PROPOSED 14 „,9z .40 / METER
wee• \\ I\ \+" _ ,r'�''t`• 1 PAVED v •!''REMOVE PAVEMENT AND
STRE\\ �SIGN� C'9S NTER PARKING / y ` EXISTING ,�oU ADD WASHED STONE FRENCH
BUILDING h DRAINS ALONG DRIP EDGE
5018 S +I s.] 35 °i OF BUILDING (TYP,)
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APPLICANT/OWNER: TAYLOR REALTY TRUST\�--16. \
204 ROUTE 28 @ \
WEST YARMOUTH, MA 02673 @ \
CONTACT: MEHDI HOSSEINI @ @ \ \
PH. 508-790-8880
LEGAL: ASSRD: Ardito. Sweeney, Stusse, Robertson, & Dupuy, P.C. \
@
EDWARD J. SWEENEY, JR. ESQ. O
25 MID TECH DRIVE SUITE C WEST YARMOUTH, MA 02573 @
PH. 1-508-775-3433 15,29 \\
FAX 1-508-790-4778 IN,
CIVIL ENGINEER: DOWN CAPE ENGINEERING, INC. @
ARNE H. OJALA PE, PLS / DANIEL A. OJALA E". PLS \\
939 MAIN STREET YARMOUTHPORT,MA 02675
PH. 1 -508-362-4541
FAX 1-508-362-9880
ARCHITECT: BROWN LINDQUIST FENUCCIO & RICHMOND ARCH. INC.
923 MAIN STREET YARMOUTHPORT, MA 02675
PH. 1-508-362-8382
FAX 1-508-362-2828
PROPOSED SITE PLAN
SCALE: 1"=20'
20 0 20 40 60 Feet
LEGEND
/6B
PROPOSED SPOT GRADE
_[7712�
PROPOSED CONTOUR
+10.01
EXISTING SPOT GRADE
-16\
EXISTING CONTOUR
ASO
O
WATER GATE
OCATCH
BASIN
O
EXISTING MANHOLE COVER
UTILITY POLE
A
GROUND LIGHT
SK
T(
PROPOSED POLE LIGHT
35' MAX. HT.
FREE STANDING SIGN
li
GUY !VIRE
I
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GAS GATE
- G -
GAS LINE
_-1117
WATER LINE
PROPOSED SHRUB
�3
F
PROPOSED 3" CALIPER
"
PARKING/BUFFER TREE
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PROPOSED LEACHING TRENCH/PIT
W
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