HomeMy WebLinkAboutDecision 3818 - Proposedf Site PlanQf7PTlr SY';TFM DESIGN DATA
OFFICE USE:
2725 SF (75 GPD/1000 SF) = 204 GPD
50 GPD/1000 SF) = 91 GPD (200 GPD
MIN)
35' MAX. HT.
RETAIL USE:
1825 SF (
NO GARBAGE GRINDERS ALLOWED.
u Rp
3 po
J
404 GPD DESIGN FLOW
LOT � (1,
RT' 28
a� LOCUS
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WATER LINE
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76
SEPTIC TANK:
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PROPOSED 3' CALIPER
bor�
HS
404 GPD -200%- 808 GAL. REQ. : USE 1500 GAL H-21) SEPTIC TANK
Q7
Q,
BREAKDOWN OF SQUARE FOOTAGES
92 GPD
LEACHING: USE 29' X 26' LEACHING FIELD= 754 SF -
EXISTING
1825 SF RETAIL
BUILDING: 1775 SF OFFICE
133 GPD
CAPACITY: 754 SF (.74 GPD/SF) = 558 GPD> 404 GPD. O.K.
c
1418 SF RETAIL STORAGE
0.0 GPD
n"
NON HABITABLE BASEMENT AREA
0.0 GPD
NEW
BUILDING: 500 SF 2ND STORY PRIVATE OFFICE
38 GPD
�
I
N
500 SF 2ND STORY RETAIL STORAGE
0 GPD
Q
931 Sr IST FLOOR RETAIL STORAGE
0 GPD
450 SF 1ST FLOOR OFFICE
34 GPD
-
297 GPD (WITH RETAIL 200 GPD MIN = 404 GPD)
BENCHMARK: CENTER OF CATCH
BASIN ELEV. = 14.86' NGVD29
O•
0C�90
T
/ �Ir�
A\
/ Q3 EXISTING SEPTIC \
LEACHING THIS AREA
\�tic_
/�/ � THt 'F
EXISTING O3 EXISTING GREASE TRAP
/ PAVED
PARKING XX / `f
EXISTING/RAISED C CRETE PLANTER
EXISTING PUMP CHAMBER
*So
/ �T SIZE: 25,807/51/F3' (0.59 AC.3)
\ ,
Q
70.0, FXISTL
r
PLANTER BU'LDw
W S /
5018 SF /
/NG, I / 7 's ELEV FOUND18.69' \
01-071
SITE PLAN REVIEW DATA
_ ASSESSORS MAF 37 PCL 145 (OLD MAP 31 PCL c25)
U2 z ZONING DISTRICT REQUIRED EXISTING PROPOSED DEED REFERENCE: DB 10851 PAGE 293
GENERAL NOTES:
LOT SIZE 20,000 SF 25,807 SF 25,807 SF ADDRESS: 204, 206, 210 RT. 28 WEST YARMOUTH
FRONTAGE 125 186.16 & 164.99' 186.16 & 164.99'
FRONT SETBACK 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 25' 11.7 11.7 H2 SETBACKS: 30' FRONT, 25' SIDE, 20 REAR
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING REAR SETBACK 20' N/A N/A R-25 SETBACKS: 30' FRONT, 15' SIDE, 20' REAR
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE IMPERVIOUS COVERAGE 707 MAX, 84.3% 62.3% MAX. BUILDING COVERAGE 25%
(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR R-25 ZONING DISTRICT REQUIRED EXISTING PROPOSED MAX IMPERVIOUS COVERAGE: 70%
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. FRONT SETBACK 30'
37.7 14.6'/16.1' FLOODZONE: H & C (YAR. PANEL 5 7/2/92 )
2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS SIDE SETBACK 15' 3.8'
PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS REAR SETBACK 20' N/A N/A EXISTING USE: RETAIL / OFFICE
AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD PROPOSED USE: RETAIL / OFFICE
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. I 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 = 24.9% LOT SIZE: 25,807 SFt (0.59 AC.t)
AND YARMOUTH HEALTH REGULATIONS. - I EXISTING BUILDING HEIGHT: 23'3
3. VERTICAL DATUM IS NGVD29 FROM F.I.R,M. BENCHMARKS PROPOSED ADDITION HEIGHT: 29'3
PARKING CALCULATIONS:
4. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING 6/01
1825 SF RETAIL (1/210) 8.69 SPACES
5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H20 UNLESS NOTED. - EXISTING BUILDING 1775 SF OFFICE (1/200) = 8.87 SPACES
1at8 SF RETAIL STORAGE (1/21C0) = 0.68 SPACES
NON HABITABLE BASEMENT AREA 0.0 SPACES
6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO
BE USED FOR PROPERTY LINE STAKING NEW BUILDING: 500 SF 2ND STORY PRIVATE OFFICE (1/200 = 2.50 SPACES
+''"'.' 500 SF 2ND STORY RETAIL STORAGE 1/21 C0 - 0.24 SPACES
7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. PROVIDE VEGETATED SWAI_ES IN / 4' WIDE 5' HIGH 931 SF 1ST FLOOR RETAIL STORAGE �1/21C0 = 0.44 SPACES
BUFFER STRIPS AS REQUIRED TO ENSURE RUNOFF IS RETAINED. / DENSE EVERGREEN 450 SF IST FLOOR OFFICE (1/200)- _ 2.25 SPACES
ALTERNATE ROOF DRAINAGE SYSTEM FOR REAR OF EXISTING BUILDING MAY BE - / HEDGE
REQUIRED IF BASEMENT TO BE UTILIZED IN FUTURE.. / i TOTAL REQUIRED 23.67 SPACES
8. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. BENCHr'ARK: CENTER OF CATCH / / / SPACES PROVIDED = HCP SPACE REQ.: 2 HER PROVIDED (INCL. VAN SPACE)
INCL. 2 IN GARAGE `
9. WATER SERVICE APPROXIMATE AS SHOWN. GAS AND CABLE UTILITIES BASIN ELEV. = 14.86' NGVD29 / 521 CMR23.2J - 1 H
TO BE INSTALLED TO THE PROPOSED BUILDING APPROXIMATELY AS SHOWN / / / TREE CALCULATION: 24 (1/8) = 3 TREES REO. 3 TREES PROVIDED.
(ALL SUBJECT TO FINAL DESIGN AND LOCATION AS REQUIRED BY UTILITIES VENDORS). /
F LED OR CONCEALED WITHOUT f
10. COMPONENTS NOT TO BE BACK IL
INSPECTION BY OWNERS ENGINEER AND PERMISSION OBTAINED. 24 HR. NOTICE PEO. +1°.\/ �� 15'Rl
/. a+r� EXISTING TREES OF AT LEAST a" CALIPER THAT EXIST IN BUFFER ZONES SHALL BE
11. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. - O �;,9:. RETAINED. IF SUCH TREES 00 NOT EXIST, 3* CALIPER TREES SHALL BE PLANTED AT
i7 CF's e INTERVALS OF AT MOST 20' (301.4.4) (TYP. ALL PARKING BUFFERS)
12. SITE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS, i��' Eti
^ /4' WIDE 5' HIGH Fl P -
i � DENSE ERGREE��Q�
OR NEIGHBORING PREMISES. HEDGE0 Q
13. PROPOSED BUILDING TO HAVE SPRINKLER FIRE SUPPRESSION SYSTEM INSTALLED. / 0 O + ) a S
STORTZ FIRE CONNECTION REQUIRED, SEE SPRINKLER PLAN BY OTHERS. LOCK BOX REQ. °e // Is .. _ _.__ _`�,• _ {`41oa,+' TpC�
14. CONTRACTOR TO VERIFY GRADES, INVERTS ELEVATIONS AND SITE CONDITIONS PRIOR TO c,/ ,�/�iii ,5..,3 PANED ,t. qOF WASHED STONE: FRENCH DRAIN
COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION
S' SOIL REMOVAL 20, tj DRIVE
/ ;1517 SEE NOTE i" ,'IN 5��. �s "LOADING Fq,O ALONG DRIP EDGE TYP.
OF THE DESIGN ENGINEER PRIOR TO ANY WORK ON SITE. /
13.0, � ss. ZONE
15. NOTE THAT THE INSTALLATION OF THE SEPTIC SYSTEM REQUIRES REMOVAL OF UNSUITABLE SOIL;.''
THE UNSUITABLE SOILS SHALL BE REMOVED FROM UNDER AND FOR 5' LATERALLY AROUND THE / 'rT a"� y0 O +Isa° '•"0' /
PROPOSED LEACHING FIELD. ANY SOIL FOUND TO BE CONTAMINATED FROM PRIOR SYSTEMS SH4al P� _�7 -\ 0P `L 24 K, R19
BE REMOVED AS WELL. THE REPLACEMENT SAND SHALL MEET 310CMR 15.223(3).
BOARD OF HEALTH AND OWNERS ENGINEER TO INSPECT SOIL REMOVAL.
REMOVAL FOR DRAINAGE STRUCTURES SHALL BE THE SAME AS FOR THE SEPTIC SYSTEM. f /Qy Q Q;O �� ' 23 , so \?
�. �� 's.»
\/ C� 4 9 G \
16. EXISTING SEPTIC COMPONENTS TO BE PUMPED AND REMOVED/CRUSHED AND VOIDS FILLED WITH / Or p
A � �' 4. PROPOSED 13UILDI ' G�� RE-ROUTE GAS & OTHER
COMPACTED SAND. ALL WORK TO COMPLY WITH TITLE 5. REQUIREMENTS. } OSS Q�O��' +. >� F \\
�� 1381 SF � O� "< UTILITIES AS REQUIRED
/ O1.5 STORY /61,0 ��CS
/ A - -� O• SLAB ON GRAM
1$.68 s \
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IsFTSILL FELEV, 78
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DOCK�P
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H2O SIT
PROP. "q
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\\ �Q°•.". � `0 . 128 % 2 - �'� / DETER
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TOP FDVU GUY
' WIRE
40 Sll's ie
69' / FG 71
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ELEV. '< 1R.68'/ /;;� V1
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BASELINE
' STATIONING
4161)
APPLICANT/OWNER: TAYLOR REALTY TRUST \
204 ROUTE 28 \
WEST YARMOUTH, MA 02673 \ '
CONTACT: MEHDI HOSSEINI A
PH. 508-790-8880 \
LEGAL: ASSRD: Ardilo. Sweeney, Stusse, Robertson, & Dupuy, P.C. \ \-
EDWARD J. SWEENEY, JR. ESO- \
25 MID TECH DRIVE SUITE C WEST YARMOUTH, MA 02673\
PH. 1-508-775-3433 Is.z�, \
FAX 1-508-790-4778 \
CIVIL ENGINEER: DOWN CAPE ENGINEERING, INC.
ARNE H. OJAIA PE, PLS / DANIEL A. OJALA EIT, PLS \ \QJ
939 MAIN STREET YARMOUTHPORT,MA 02675
PH. 1-508-362-4541 41 -ICF.:
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
_-
\ CR
\ qy/rF�
LEGEND
768
17
PROPOSED SPOT GRADE
PROPOSED CONTOUR
EXISTING SPOT GRADE
EXISTING CONTOUR
WATER GATE
CATCH BASIN
EXISTING MANHOLE COVER
UTILITY POLE
GROUND LIGHT
xx
PROPOSED POLE LIGHT
35' MAX. HT.
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LOCUS MAP
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SCALE 1" = 20BT
PROPOSED LEACHING TRENCH/PIT
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10. COMPONENTS NOT TO BE BACK IL
INSPECTION BY OWNERS ENGINEER AND PERMISSION OBTAINED. 24 HR. NOTICE PEO. +1°.\/ �� 15'Rl
/. a+r� EXISTING TREES OF AT LEAST a" CALIPER THAT EXIST IN BUFFER ZONES SHALL BE
11. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. - O �;,9:. RETAINED. IF SUCH TREES 00 NOT EXIST, 3* CALIPER TREES SHALL BE PLANTED AT
i7 CF's e INTERVALS OF AT MOST 20' (301.4.4) (TYP. ALL PARKING BUFFERS)
12. SITE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS, i��' Eti
^ /4' WIDE 5' HIGH Fl P -
i � DENSE ERGREE��Q�
OR NEIGHBORING PREMISES. HEDGE0 Q
13. PROPOSED BUILDING TO HAVE SPRINKLER FIRE SUPPRESSION SYSTEM INSTALLED. / 0 O + ) a S
STORTZ FIRE CONNECTION REQUIRED, SEE SPRINKLER PLAN BY OTHERS. LOCK BOX REQ. °e // Is .. _ _.__ _`�,• _ {`41oa,+' TpC�
14. CONTRACTOR TO VERIFY GRADES, INVERTS ELEVATIONS AND SITE CONDITIONS PRIOR TO c,/ ,�/�iii ,5..,3 PANED ,t. qOF WASHED STONE: FRENCH DRAIN
COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION
S' SOIL REMOVAL 20, tj DRIVE
/ ;1517 SEE NOTE i" ,'IN 5��. �s "LOADING Fq,O ALONG DRIP EDGE TYP.
OF THE DESIGN ENGINEER PRIOR TO ANY WORK ON SITE. /
13.0, � ss. ZONE
15. NOTE THAT THE INSTALLATION OF THE SEPTIC SYSTEM REQUIRES REMOVAL OF UNSUITABLE SOIL;.''
THE UNSUITABLE SOILS SHALL BE REMOVED FROM UNDER AND FOR 5' LATERALLY AROUND THE / 'rT a"� y0 O +Isa° '•"0' /
PROPOSED LEACHING FIELD. ANY SOIL FOUND TO BE CONTAMINATED FROM PRIOR SYSTEMS SH4al P� _�7 -\ 0P `L 24 K, R19
BE REMOVED AS WELL. THE REPLACEMENT SAND SHALL MEET 310CMR 15.223(3).
BOARD OF HEALTH AND OWNERS ENGINEER TO INSPECT SOIL REMOVAL.
REMOVAL FOR DRAINAGE STRUCTURES SHALL BE THE SAME AS FOR THE SEPTIC SYSTEM. f /Qy Q Q;O �� ' 23 , so \?
�. �� 's.»
\/ C� 4 9 G \
16. EXISTING SEPTIC COMPONENTS TO BE PUMPED AND REMOVED/CRUSHED AND VOIDS FILLED WITH / Or p
A � �' 4. PROPOSED 13UILDI ' G�� RE-ROUTE GAS & OTHER
COMPACTED SAND. ALL WORK TO COMPLY WITH TITLE 5. REQUIREMENTS. } OSS Q�O��' +. >� F \\
�� 1381 SF � O� "< UTILITIES AS REQUIRED
/ O1.5 STORY /61,0 ��CS
/ A - -� O• SLAB ON GRAM
1$.68 s \
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WIRE Y
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IsFTSILL FELEV, 78
40 Fsl FLOOR
/' 18"le
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SCALE: 1"=20'
20 0 20 40 60
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5.7' 1�6 .v, •si cb•y+I�z
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REMOVE
e,0 10 7) LOADING
DOCK�P
10
r
6'R ti/ .�.P ,./�•'. + vi >G '-L NEW 1500
H2O SIT
PROP. "q
t STEPS %
\ \ 9
11, .79 \\ �4J Qt. h0, 1 -4 / ,O 100% RESERVE / / -_ • 5 i¢,
ap, I�
�mtv. T SIZE, 25,807 SF3 (0. C. )
\\ �Q°•.". � `0 . 128 % 2 - �'� / DETER
V Asa+`-- V 76 or
PROPOSED -,14 7` 791, `,�° O'
+».7h q �..�`. �r PAVED ./�'F.EMOVE PAVEMENT AN
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PARKING O WASHED STONE
/ nN FRENCH
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TOP FDVU GUY
' WIRE
40 Sll's ie
69' / FG 71
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ELEV. '< 1R.68'/ /;;� V1
\ \\ CUT & MATCH \ \ C& .;F... ," 76 \_ � . 17
GRANITE. INSTALL
�• 6' TAPERED SECTION
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FIND SECTION i�
CURBING
TYP.
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pT \ �• l /
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BASELINE
' STATIONING
4161)
APPLICANT/OWNER: TAYLOR REALTY TRUST \
204 ROUTE 28 \
WEST YARMOUTH, MA 02673 \ '
CONTACT: MEHDI HOSSEINI A
PH. 508-790-8880 \
LEGAL: ASSRD: Ardilo. Sweeney, Stusse, Robertson, & Dupuy, P.C. \ \-
EDWARD J. SWEENEY, JR. ESO- \
25 MID TECH DRIVE SUITE C WEST YARMOUTH, MA 02673\
PH. 1-508-775-3433 Is.z�, \
FAX 1-508-790-4778 \
CIVIL ENGINEER: DOWN CAPE ENGINEERING, INC.
ARNE H. OJAIA PE, PLS / DANIEL A. OJALA EIT, PLS \ \QJ
939 MAIN STREET YARMOUTHPORT,MA 02675
PH. 1-508-362-4541 41 -ICF.:
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
_-
\ CR
\ qy/rF�
LEGEND
768
17
PROPOSED SPOT GRADE
PROPOSED CONTOUR
EXISTING SPOT GRADE
EXISTING CONTOUR
WATER GATE
CATCH BASIN
EXISTING MANHOLE COVER
UTILITY POLE
GROUND LIGHT
xx
PROPOSED POLE LIGHT
35' MAX. HT.
FREE STANDING SIGN
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