HomeMy WebLinkAboutDecision 3796 - Proposed Site PlanSEPTIC SYSTEM DESIGN DATA
OFFICE USE:
2725 SF (75 GPD/1000:SF) 204 GPD
- (� ---
O
RETAIL USE:
1825 SF ( 50 GPD/1000 SF) _ 91 GPD (200 GPD
MIN)
25,807 SF
DEED REFERENCE: DB 10851 PAGE 293
404 GPD DESIGN FLOW
NO GARBAGE GRINDERS ALLOWED.
LOT SIZE
FRONTAGE
20,000 SF
125
186.16,, & 164.99'
SEPTIC TANK:
ADDRESS: 204, 208, 210 RT. 28 WEST i'[.RMDUTH
?i4
PROPOSED LEACHING TRENCH/PIT
404 GPD -200%- 808 GAL. REO. : USE 1500 GAL H-20 SEPTIC TANK
LOCUS
BREAKDOWN OF SQUARE FOOTAGES:
30'
30.5'
30.5'
- 1825 SF RETAIL
92 GPD
LEACHING: USE 29' X 26' LEACHING HELD= 754 SF
EXISTING
BUILDING: 1775 SF OFFICE
13 GPD
25'
11.7'
1418 Sr RETAIL STORAGE
030 GPD
CAPACITY: 754 SF (.74 GPD/SF) = 5`_8 GPD> 404 GPD. O.K.
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
NON HABITABLE BASEMENT AREA
0.0 GPD
REAR SETBACK
NEW
BUILDING: 500 SF 2ND STORY PRIVATE OFFICE
38 GPD
R-25 SETBACKS: 30' FRONT, 15' SIDE, 20' REAR
pC\, Q)
500 SF 2ND STORY RETAIL STORAGE
0 GPD
COVERAGE
931 SF 1ST FLOOR RETAIL STORAGE
0 GPD
-
MAX. BUILDING COVERAGE 25%
450 SF 1ST FLOOR OFFICE
34 GPD
R-25 ZONING DISTRICT
297 GPD (WITH
RETAIL 200 GPD MIN = 404 GPD)
BENCHMARK: CENTER OF CATCH
BASIN ELEV. = 14.86NGVD29
0 J />1
C�
o�
�'Rl� - G
/ a / EXISTING SEPTIC \
LEACHING THIS AREA
EXISTINGAVED O EXISTING GREASE TRAP
/ 1
PARKING
EXISTING �AISED COCRETE PLANTER
/ P
/ EXISTING PUMP CHAMBER
/ /LOT SIZE: 25,807 SFS (0.69 AC.±)
/
< 1�\
0 \ \
\ \ 10
•. \ FLANTER
V wfl"i SIG
5018 1,F
CJ'III \
1 \
I \
c
/ GAS
METER
r:
\ �\ \?O• oj� o, TOP FO
18.69'
SILL \ FV \
ELEV. 18.7P.•FIRS\ C
/Q c4 o; ELEV,
- FLOOR %
SITE PLAN REVIEW DATA
EXISTING PROPOSED ASSESSORS MAP 37 PCL 145 (OLD MAP 31 PCL G25)
(ALL SUBJECT TO FINAL DESIGN AND LOCATION AS REWIRED BY UTILITIES VENDORS). -
10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY OWNERS ENGINEER AND PERMISSION OBTAINED. 24 HR. NOTICE REO.j `s
+I^��• / � ( 15'R''�, EXISTING TREES OF AT LEAST a" CALIPER TFL ' EXIST IN BUFFER ZONES SHALL BE
11. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. 1 O� I �" w..,) sus RETAINED. IF SUCH TREES DO NOT EXIST, 3' CALIPER T.2EES SHALL BE PLANTED AT
12. SITE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS, //4 WIDE 5' HIGH F$� P� "nF \., INTERVALS OF AT MOST 20' (301.4.4) (TYP. ALL PARKING BUFFERS)
OR NEIGHBORING PREMISES. 5.ODENSE EVERGREEevP
13. PROPOSED BUILDING TO HAVE SPRINKLER FIRE SUPPRESSION SYSTEM INSTALLED. % / HEDGE 0 qo.. +�^
STORTZ FIRE CONNECTION REQUIRED, SEE SPRINKLER PLAN BY OTHERS. LOCK BOX REQ. of
14. CONTRACTOR TO VERIFY GRADES, INVERTS, ELEVATIONS AND SITE CONDITIONS PRIOR TO
COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION ' 5' SOIL REMOVAL 155` PAVED �' g 9OF WASHED STONE FRENCH DRAIV
OF THE DESIGN ENGINEER PRIOR TO ANY WORK ON SITE. LIMIT SEE NOTE 2Q--- "��DRIVE �� -y FF ALONG DRIP EDGE TYP.
/ 15. IN 4 \ p8 LOADING 2C
15. NOTE THAT THE INSTALLATION OF THE SEPTIC SYSTEM REQUIRES REMOVAL OF UNSUITABLE SOILS.
THE UNSUITABLE SOILS SHALL BE REMOVED FROM UNDER AND FOR 5' LATERALLY AROUND THE ` sa+ 6 7
PROPOSED LEACHING FIELD. ANY SOIL FOUND TO BE CONTAMINATED FROM PRIOR SYSTEMS SHA_LI /� _ / ro P `7. ttF r
2q
BE REMOVED AS WELL. THE REPLACEMENT SAND SHALL MEET 310CMR 15.223(3).
BOARD OF HEALTH AND OWNERS ENGINEER TO INSPECT SOIL REMOVAL. I /O� O !66
REMOVAL FOR DRAINAGE STRUCTURES SHALL BE THE SAME AS FOR THE SEPTIC SYSTEM. /F� P P /23
16. EXISTING SEPTIC COMPONENTS TO BE PUMPED AND REMOVED/CRUSHED AND VOIDS FILLED WITH0,- 9 AF,I,T / \
COMPACTED SAND. ALL WORK TO COMPLY WITH TITLE 5 REQUIREMENTS. �' /].._ O� PROPOSED BUIL I.G I BG,( PE -ROUTE CAS &OTHER
1381 SF �
O UTILITIES AS REQUIRED
// /. �O 1`�Tv�" ✓ ,VO/ Tw1 ?yO SA/1.5 STORY
O SLAB ON_GRAi�sa
_
+ `✓ �� r' ry;'7 / `_� � _,€L -:-x8.68 ^ A9^� ,�
4
GUY
WIRE
�/
\\ qr/ w \ \ a T8 � � ! • l / / C�yi �tiC
VO osr
v� q�(F/L v v v �T6 ��� vv � soa• - � coNd � ops r,
// 3 I 1 Tri CT
\\\ qTI ck /�
�cpq P? O
!
--- ' C• -�� ---
o v
\ \
p \ rJ
EXISTING CC)NDITICWN PI AN\\\ \
SCALE: 1"=20'
20 0 20 40 60
01-071
LEGEND
EW IC SYS % e +iFtii.
6 ! J 62 ,
10 4, 5 .�t. r 5 ... REMOVE
LOADINGszz I
DOCK
i
NEW
GAL 1120 S/T 5
\\ \V°ro ig, v Oq• STEPS
P !V t
\sro �O ,U y r'"•a� Qp / ,O 100% RESERVE / '. ' >q• , un,
6l
13
�_ T S12 ,25,807 SFt (0. C ) C
` J
Q' 0 yh+-y INV C.
/
\\ �sQ°.55 'ht-� 12.8 / 2 •� �' ,..�� 4,-. �2
14
/ /
41
; T EH OPROPOSED
PAVEME
REMOVE
PAVEb NSTREET PARKING ADD WASHED STN �REN
FRENCH R RAINS ALONG P41P EWE
GN Fr.I ` EXISTING
BUILDING,
rt' :Y lu. i-m�r.
r GUY
,a3 W
' \C• !6. P / EEy 19 e9' t / Pr
eq Ij
/ \B6� C'¢ lE 'e.en 7�'/ SILL L@/. . 18.78' )71 ,
naST FLOOR q I /
O 3 \ \ v ELEV. = 18.68' i W( (aFP
V CUT & MATCH17
4 Of
GRANITE. INSTALL
y` 6' TAPERED SECTION
TYP. 0�--
I ��,. A,
Ri,5.91
S \ / O STEP - Tri CT
!`oJJTAPERE
q<Te \ END SECTION ? +� \ Y\ t"'� `+C
\ CURBING.. 18,.w4"
�T/off' Y,C \ \ TYP.
20\
Al
F R
°C(. \ \ 9 y a ' 4�, / \ 4' GRAVEL WALK
p°T A \ /
.ogLf
n 1
BASELINE \ \ \ S/°(. \ '
STATIONING
\ \ 411,
APPLICANT/OWNER: TAYLOR REALTY TRUST
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. ESO. \
25 MID TECH DRIVE SUITE C WEST YARMOUTH, MA 02673 \
PH. 1-508-775-3433
FAX 1-508-790-4778 \ \
CIVIL ENGINEER: DOWN CAPE ENGINEERING, INC.
ARNE H. OJALA PE, PLS / DANIEL A. OJALA FIT, PLS \ �.
939 MAIN STREET YARMOUTHPORT,MA 02675
PH.1-508-362-4541
FAX PROPOSED SITE PLAN
FAX 1-508-362-9880 \ D
SCALE: i"=20' \
ARCHITECT: BROWN LINDQUIST FENUCCIO & RICHMOND ARCH. INC. \
923 MAIN STREET YARMOUTHPORT, MA 02675
PH. 1-508-362-8382 20 0 20 40 60 Feet
FAX 1-508-362-2828 \ •off
\ \ Cr9 0
\ \ \ CSR \
4S
O
A
PROPOSED SPOT GRADE
PROPOSED CONTOUR
EXISTING SPOT GRADE
EXISTING CONTOUR
WATER GATE
CATCH BASIN
EXISTING MANHOLE
UTILITY POLE
GROUND LIGHT
PROPOSED POLE LIGHT
35' MAX, HT.
FREE STANDING SIGN
GUY WIRE
CUA
.,AS
- (� ---
O
B2 ZONING DISTRICT
REQUIRED
25,807 SF
25,807 SF
DEED REFERENCE: DB 10851 PAGE 293
GENERAL NOTES:
PROPOSED 3" CALIPER
LOT SIZE
FRONTAGE
20,000 SF
125
186.16,, & 164.99'
186.16 & 164.99'
ADDRESS: 204, 208, 210 RT. 28 WEST i'[.RMDUTH
?i4
PROPOSED LEACHING TRENCH/PIT
J
LOCUS
FRONT SETBACK
30'
30.5'
30.5'
ZONING DISTRICT: B2/R-25 (NOT IN GROU'JI,WATER OVERLAY DISTRICT)
1.
THE LOCATION OF EXISTING UNDERGROUND UT'LITIES SHOWN ON THIS PLAN IS
w
C
SIDE SETBACK
25'
11.7'
11.7'
N/A
B2 SETBACKS: 30' FRONT, 25' SIDE, 20' REAR
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
�
-'j �
REAR SETBACK
20'
N/A
U _j
R-25 SETBACKS: 30' FRONT, 15' SIDE, 20' REAR
pC\, Q)
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFEIMPERVIOUS
I
II]
COVERAGE
70% MAX.
84.37
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.T
37.T
2.
ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS
01
SIDE SETBACK
15'
3.8'
14.6'/16.1'
N/A
FLOODZONE: B & C (YAR. PANEL 5 7/2/92 )
PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH S"JBDiVISION REGULATIONS
I
REAR SETBACK
20'
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.
w
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
SE. / 25,807 SF
= 24.9%
LOT SIZE: 25,607 SFt (0.59 AC.4)
N
AND YARMOUTH HEALTH REGULATIONS.
EXISTING BUILDING HEIGHT:
23'1
OI
3.
VERTICAL DATUM IS NGVD29 FROM F.I.R.M. BENCHMARKS
PROPOSED ADDITION HEIGHT:
29'1
in
I
PARKING CALCULATIONS:
4,
TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING 6/01
-
z
00
1825 SF RETAIL (11210) 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
1418 SF RETAIL STORAGE (1/210() = 0.68 SPACES
6.
THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO
NON HABITABLE BASEMENT Ai;I:A 0.0 SPACES
BE USED FOR PROPERTY LINE STAKING.
NF1W
BUILDING: 500 SF 2ND STORY PRIVATE OFFICE 1/201) 2.50 SPACES
7.
ALL STORM RUNOFF TO BE CONTAINED ON SITE. PROVIDE VEGETATED SWALES 1N '
,
/
+Is �1.
-
500 SF 2ND STORY RETAIL STORAGE (1 /21G,;) 0.24 SPACES
BUFFER STRIPS AS REQUIRED TO ENSURE RUNOFF IS RETAINED.
LLjv
4' WIDE
/ DENSE
5' HIGH
EVERGREEN
931 SF IST FLOOR RETAIL STORAGE (1/21Cd) = 0.44 SPACES
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. j
>
/
TOTAL REQUIRL� -= 23.67 SPACES
B.
6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED./
I-
BENCHMARK: CENTER OF CATCH
/
SPACES PROVIDED = 24 INCL. 2 IN GARAGE
9.
WATER SERVICE APPROXIMATE AS SHOWN. GAS AND CABLE UTILITIES
BASIN ELEV. = 14.86' NGVD29
x
521 CMR23.2.1 - 1 HCP SPACE REQ. 2 HCP IOVIDED (INCL. VAN SPACE)
TO BE INSTALLED 70 THE PROPOSED BUILDING APPROXIMATELY AS SHOWN
/
/
TREE CALCULATION: 24 (1/8) = 3 TREES REQ. 3 'REES PROVIDED.
(ALL SUBJECT TO FINAL DESIGN AND LOCATION AS REWIRED BY UTILITIES VENDORS). -
10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY OWNERS ENGINEER AND PERMISSION OBTAINED. 24 HR. NOTICE REO.j `s
+I^��• / � ( 15'R''�, EXISTING TREES OF AT LEAST a" CALIPER TFL ' EXIST IN BUFFER ZONES SHALL BE
11. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. 1 O� I �" w..,) sus RETAINED. IF SUCH TREES DO NOT EXIST, 3' CALIPER T.2EES SHALL BE PLANTED AT
12. SITE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS, //4 WIDE 5' HIGH F$� P� "nF \., INTERVALS OF AT MOST 20' (301.4.4) (TYP. ALL PARKING BUFFERS)
OR NEIGHBORING PREMISES. 5.ODENSE EVERGREEevP
13. PROPOSED BUILDING TO HAVE SPRINKLER FIRE SUPPRESSION SYSTEM INSTALLED. % / HEDGE 0 qo.. +�^
STORTZ FIRE CONNECTION REQUIRED, SEE SPRINKLER PLAN BY OTHERS. LOCK BOX REQ. of
14. CONTRACTOR TO VERIFY GRADES, INVERTS, ELEVATIONS AND SITE CONDITIONS PRIOR TO
COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION ' 5' SOIL REMOVAL 155` PAVED �' g 9OF WASHED STONE FRENCH DRAIV
OF THE DESIGN ENGINEER PRIOR TO ANY WORK ON SITE. LIMIT SEE NOTE 2Q--- "��DRIVE �� -y FF ALONG DRIP EDGE TYP.
/ 15. IN 4 \ p8 LOADING 2C
15. NOTE THAT THE INSTALLATION OF THE SEPTIC SYSTEM REQUIRES REMOVAL OF UNSUITABLE SOILS.
THE UNSUITABLE SOILS SHALL BE REMOVED FROM UNDER AND FOR 5' LATERALLY AROUND THE ` sa+ 6 7
PROPOSED LEACHING FIELD. ANY SOIL FOUND TO BE CONTAMINATED FROM PRIOR SYSTEMS SHA_LI /� _ / ro P `7. ttF r
2q
BE REMOVED AS WELL. THE REPLACEMENT SAND SHALL MEET 310CMR 15.223(3).
BOARD OF HEALTH AND OWNERS ENGINEER TO INSPECT SOIL REMOVAL. I /O� O !66
REMOVAL FOR DRAINAGE STRUCTURES SHALL BE THE SAME AS FOR THE SEPTIC SYSTEM. /F� P P /23
16. EXISTING SEPTIC COMPONENTS TO BE PUMPED AND REMOVED/CRUSHED AND VOIDS FILLED WITH0,- 9 AF,I,T / \
COMPACTED SAND. ALL WORK TO COMPLY WITH TITLE 5 REQUIREMENTS. �' /].._ O� PROPOSED BUIL I.G I BG,( PE -ROUTE CAS &OTHER
1381 SF �
O UTILITIES AS REQUIRED
// /. �O 1`�Tv�" ✓ ,VO/ Tw1 ?yO SA/1.5 STORY
O SLAB ON_GRAi�sa
_
+ `✓ �� r' ry;'7 / `_� � _,€L -:-x8.68 ^ A9^� ,�
4
GUY
WIRE
�/
\\ qr/ w \ \ a T8 � � ! • l / / C�yi �tiC
VO osr
v� q�(F/L v v v �T6 ��� vv � soa• - � coNd � ops r,
// 3 I 1 Tri CT
\\\ qTI ck /�
�cpq P? O
!
--- ' C• -�� ---
o v
\ \
p \ rJ
EXISTING CC)NDITICWN PI AN\\\ \
SCALE: 1"=20'
20 0 20 40 60
01-071
LEGEND
EW IC SYS % e +iFtii.
6 ! J 62 ,
10 4, 5 .�t. r 5 ... REMOVE
LOADINGszz I
DOCK
i
NEW
GAL 1120 S/T 5
\\ \V°ro ig, v Oq• STEPS
P !V t
\sro �O ,U y r'"•a� Qp / ,O 100% RESERVE / '. ' >q• , un,
6l
13
�_ T S12 ,25,807 SFt (0. C ) C
` J
Q' 0 yh+-y INV C.
/
\\ �sQ°.55 'ht-� 12.8 / 2 •� �' ,..�� 4,-. �2
14
/ /
41
; T EH OPROPOSED
PAVEME
REMOVE
PAVEb NSTREET PARKING ADD WASHED STN �REN
FRENCH R RAINS ALONG P41P EWE
GN Fr.I ` EXISTING
BUILDING,
rt' :Y lu. i-m�r.
r GUY
,a3 W
' \C• !6. P / EEy 19 e9' t / Pr
eq Ij
/ \B6� C'¢ lE 'e.en 7�'/ SILL L@/. . 18.78' )71 ,
naST FLOOR q I /
O 3 \ \ v ELEV. = 18.68' i W( (aFP
V CUT & MATCH17
4 Of
GRANITE. INSTALL
y` 6' TAPERED SECTION
TYP. 0�--
I ��,. A,
Ri,5.91
S \ / O STEP - Tri CT
!`oJJTAPERE
q<Te \ END SECTION ? +� \ Y\ t"'� `+C
\ CURBING.. 18,.w4"
�T/off' Y,C \ \ TYP.
20\
Al
F R
°C(. \ \ 9 y a ' 4�, / \ 4' GRAVEL WALK
p°T A \ /
.ogLf
n 1
BASELINE \ \ \ S/°(. \ '
STATIONING
\ \ 411,
APPLICANT/OWNER: TAYLOR REALTY TRUST
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. ESO. \
25 MID TECH DRIVE SUITE C WEST YARMOUTH, MA 02673 \
PH. 1-508-775-3433
FAX 1-508-790-4778 \ \
CIVIL ENGINEER: DOWN CAPE ENGINEERING, INC.
ARNE H. OJALA PE, PLS / DANIEL A. OJALA FIT, PLS \ �.
939 MAIN STREET YARMOUTHPORT,MA 02675
PH.1-508-362-4541
FAX PROPOSED SITE PLAN
FAX 1-508-362-9880 \ D
SCALE: i"=20' \
ARCHITECT: BROWN LINDQUIST FENUCCIO & RICHMOND ARCH. INC. \
923 MAIN STREET YARMOUTHPORT, MA 02675
PH. 1-508-362-8382 20 0 20 40 60 Feet
FAX 1-508-362-2828 \ •off
\ \ Cr9 0
\ \ \ CSR \
4S
O
A
PROPOSED SPOT GRADE
PROPOSED CONTOUR
EXISTING SPOT GRADE
EXISTING CONTOUR
WATER GATE
CATCH BASIN
EXISTING MANHOLE
UTILITY POLE
GROUND LIGHT
PROPOSED POLE LIGHT
35' MAX, HT.
FREE STANDING SIGN
GUY WIRE
CUA
.,AS
- (� ---
O
_-y,J
WATER LINE
i
PROPOSED SHRUB
a
�
o -a
PROPOSED 3" CALIPER
RT. 28
LOCUS
LD
RT
El
?i4
PROPOSED LEACHING TRENCH/PIT
J
LOCUS
MAP
SCALE 1"
= 2083'
TEST PIT
(ALL SUBJECT TO FINAL DESIGN AND LOCATION AS REWIRED BY UTILITIES VENDORS). -
10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY OWNERS ENGINEER AND PERMISSION OBTAINED. 24 HR. NOTICE REO.j `s
+I^��• / � ( 15'R''�, EXISTING TREES OF AT LEAST a" CALIPER TFL ' EXIST IN BUFFER ZONES SHALL BE
11. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. 1 O� I �" w..,) sus RETAINED. IF SUCH TREES DO NOT EXIST, 3' CALIPER T.2EES SHALL BE PLANTED AT
12. SITE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS, //4 WIDE 5' HIGH F$� P� "nF \., INTERVALS OF AT MOST 20' (301.4.4) (TYP. ALL PARKING BUFFERS)
OR NEIGHBORING PREMISES. 5.ODENSE EVERGREEevP
13. PROPOSED BUILDING TO HAVE SPRINKLER FIRE SUPPRESSION SYSTEM INSTALLED. % / HEDGE 0 qo.. +�^
STORTZ FIRE CONNECTION REQUIRED, SEE SPRINKLER PLAN BY OTHERS. LOCK BOX REQ. of
14. CONTRACTOR TO VERIFY GRADES, INVERTS, ELEVATIONS AND SITE CONDITIONS PRIOR TO
COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION ' 5' SOIL REMOVAL 155` PAVED �' g 9OF WASHED STONE FRENCH DRAIV
OF THE DESIGN ENGINEER PRIOR TO ANY WORK ON SITE. LIMIT SEE NOTE 2Q--- "��DRIVE �� -y FF ALONG DRIP EDGE TYP.
/ 15. IN 4 \ p8 LOADING 2C
15. NOTE THAT THE INSTALLATION OF THE SEPTIC SYSTEM REQUIRES REMOVAL OF UNSUITABLE SOILS.
THE UNSUITABLE SOILS SHALL BE REMOVED FROM UNDER AND FOR 5' LATERALLY AROUND THE ` sa+ 6 7
PROPOSED LEACHING FIELD. ANY SOIL FOUND TO BE CONTAMINATED FROM PRIOR SYSTEMS SHA_LI /� _ / ro P `7. ttF r
2q
BE REMOVED AS WELL. THE REPLACEMENT SAND SHALL MEET 310CMR 15.223(3).
BOARD OF HEALTH AND OWNERS ENGINEER TO INSPECT SOIL REMOVAL. I /O� O !66
REMOVAL FOR DRAINAGE STRUCTURES SHALL BE THE SAME AS FOR THE SEPTIC SYSTEM. /F� P P /23
16. EXISTING SEPTIC COMPONENTS TO BE PUMPED AND REMOVED/CRUSHED AND VOIDS FILLED WITH0,- 9 AF,I,T / \
COMPACTED SAND. ALL WORK TO COMPLY WITH TITLE 5 REQUIREMENTS. �' /].._ O� PROPOSED BUIL I.G I BG,( PE -ROUTE CAS &OTHER
1381 SF �
O UTILITIES AS REQUIRED
// /. �O 1`�Tv�" ✓ ,VO/ Tw1 ?yO SA/1.5 STORY
O SLAB ON_GRAi�sa
_
+ `✓ �� r' ry;'7 / `_� � _,€L -:-x8.68 ^ A9^� ,�
4
GUY
WIRE
�/
\\ qr/ w \ \ a T8 � � ! • l / / C�yi �tiC
VO osr
v� q�(F/L v v v �T6 ��� vv � soa• - � coNd � ops r,
// 3 I 1 Tri CT
\\\ qTI ck /�
�cpq P? O
!
--- ' C• -�� ---
o v
\ \
p \ rJ
EXISTING CC)NDITICWN PI AN\\\ \
SCALE: 1"=20'
20 0 20 40 60
01-071
LEGEND
EW IC SYS % e +iFtii.
6 ! J 62 ,
10 4, 5 .�t. r 5 ... REMOVE
LOADINGszz I
DOCK
i
NEW
GAL 1120 S/T 5
\\ \V°ro ig, v Oq• STEPS
P !V t
\sro �O ,U y r'"•a� Qp / ,O 100% RESERVE / '. ' >q• , un,
6l
13
�_ T S12 ,25,807 SFt (0. C ) C
` J
Q' 0 yh+-y INV C.
/
\\ �sQ°.55 'ht-� 12.8 / 2 •� �' ,..�� 4,-. �2
14
/ /
41
; T EH OPROPOSED
PAVEME
REMOVE
PAVEb NSTREET PARKING ADD WASHED STN �REN
FRENCH R RAINS ALONG P41P EWE
GN Fr.I ` EXISTING
BUILDING,
rt' :Y lu. i-m�r.
r GUY
,a3 W
' \C• !6. P / EEy 19 e9' t / Pr
eq Ij
/ \B6� C'¢ lE 'e.en 7�'/ SILL L@/. . 18.78' )71 ,
naST FLOOR q I /
O 3 \ \ v ELEV. = 18.68' i W( (aFP
V CUT & MATCH17
4 Of
GRANITE. INSTALL
y` 6' TAPERED SECTION
TYP. 0�--
I ��,. A,
Ri,5.91
S \ / O STEP - Tri CT
!`oJJTAPERE
q<Te \ END SECTION ? +� \ Y\ t"'� `+C
\ CURBING.. 18,.w4"
�T/off' Y,C \ \ TYP.
20\
Al
F R
°C(. \ \ 9 y a ' 4�, / \ 4' GRAVEL WALK
p°T A \ /
.ogLf
n 1
BASELINE \ \ \ S/°(. \ '
STATIONING
\ \ 411,
APPLICANT/OWNER: TAYLOR REALTY TRUST
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. ESO. \
25 MID TECH DRIVE SUITE C WEST YARMOUTH, MA 02673 \
PH. 1-508-775-3433
FAX 1-508-790-4778 \ \
CIVIL ENGINEER: DOWN CAPE ENGINEERING, INC.
ARNE H. OJALA PE, PLS / DANIEL A. OJALA FIT, PLS \ �.
939 MAIN STREET YARMOUTHPORT,MA 02675
PH.1-508-362-4541
FAX PROPOSED SITE PLAN
FAX 1-508-362-9880 \ D
SCALE: i"=20' \
ARCHITECT: BROWN LINDQUIST FENUCCIO & RICHMOND ARCH. INC. \
923 MAIN STREET YARMOUTHPORT, MA 02675
PH. 1-508-362-8382 20 0 20 40 60 Feet
FAX 1-508-362-2828 \ •off
\ \ Cr9 0
\ \ \ CSR \
4S
O
A
PROPOSED SPOT GRADE
PROPOSED CONTOUR
EXISTING SPOT GRADE
EXISTING CONTOUR
WATER GATE
CATCH BASIN
EXISTING MANHOLE
UTILITY POLE
GROUND LIGHT
PROPOSED POLE LIGHT
35' MAX, HT.
FREE STANDING SIGN
GUY WIRE
CUA
.,AS
- (� ---
GAS LINE
_-y,J
WATER LINE
i
PROPOSED SHRUB
U
PROPOSED 3" CALIPER
'
PARKING/BUFFER TREE
LD
El
O
PROPOSED LEACHING TRENCH/PIT
J
pr •T
\
a
T"'
TEST PIT
in
U)
U
i
U
LD
El
O
O V)
J
pr •T
�
a
L� E-•'
o
E-
o a LR
w
z
3
w
C
L
W OD
UJ
00
�
-'j �
I
U _j
J
pC\, Q)
II]
to
U
I
\S
01
U)
U
i
LD
El
..
J
pr •T
L� E-•'
o
E-
o a LR
w
z
3
W
CL
L
W OD
U)
O F
J
�0
x
O
cq'7
I
A
I e
w
N
N
OI
I
O
in
I
N
z
00
0
LLjv
>
Z5
I-
Q
W
x
O
z
o
Q
0
O
Oz
O
a
LIJ
m
'
r
ay
<
10
u
0
(f)
U)
01-071
SHEET 1 OF 2
d
i
LD
El
..
J
pr •T
L� E-•'
o
E-
o a LR
w
z
3
W
CL
L
W OD
U)
O F
J
�0
x
O
cq'7
01-071
SHEET 1 OF 2