HomeMy WebLinkAbout0 Willow Street - Cape Light Compact - Site Plan 3LEGEND:
c� UTILITY POLE
PROPOSED 3" CAL. TREE
PARKING TREE
OR BUFFER TREE AS REQ.
ytr--p GUY WIRE
-lam FIRE HYDRANT
O CATCH BASIN
GAS GATE
LIGHT POLE see
VP 20' MAX. HT. ligating
5
�V WATER GATE
X8,34 PROP. GRADE
PROP. CONTOUR
THS
SOIL TEST HOLE
ODRAINAGE MANHOLE
,T E - ELECTRIC LINE
-W- WATER LINE
-G GAS LINE
1�O i ROOF DRYWELL
12"0 WATER MAIN
LOCUS SIDE OF ROAD \
COORDINATE INSTALLATION
WITH WATER & FIRE DEPTS.
98-330
�C,
0
Wj
�O
m/ L=363.86,
R=1 83.03 131,102 SF
9 / 3.01 AC.t
/
--------_
-- N =� R,J�303 M
L=315.3 / Jc,E x.11
R=1023.03 e �1N �O�OO�E�y00
TS) 38 S / / 00) 0 000
/ LINE OF
CONSERVATION `
LOT 1 RESTRICTION / 'I
278,789 SF / .0.(TYP.) LO F y \O�PEO
6.40 AC.f / �1�6'S2� Pp pF
_ - C3 - - 6 PVC AT- t%
P.
.5 .5-D
0' 27.00' -�� I
o /
0 18.0 y • / / �
o /
-ST RY OF--( E UILDING � / oN �e
M I I 0Q 1) EL. 39.25. 12.810 2 0 0 >/ /
N �0Z
6 PVC AT1" O
(NP.) 04
�
N
U
W
fy
V)
4
I
OWNit �•"ar --•-
�.., •' �j�yyllllYYi � A • • • " . : z=1�' I,II�NIn',' I'� vi-: I ._ � v �E ••
�lii,!.w•\iJ�G:11�1; A 1'N AI - • : • ?y!- III:A'�111P� �'• `I • •
TRENCHES
H•LEVEL T EL. 34.3
ip 1�(4�1 • rl� 'rte' �+_� _ �'� "L -� •J : r . •' L• r . �L. ••
AJ
1 � • `\�1 _• fd+ �� •���` �� it 1111 •
_� \1 • •
f I'
i
BENCHMARK:
^�
I
SLAB
TOP CEMENT BOUND
38.63 N
to
ELEV. 36.74' NGVD
I
N
ROAD x
s S� 4"SCH80 NDUIT
1
156.15'
HIGH
.9S
R FLIT E LIGHT
. 67' 0' S" E
POINT
101'
T
\
36.7
2S•
NO LEFT TURN SI N - _
_ _
_ _
w
RESTRICTION
I
W cli
(TYP.)
F&G
L. 36.0
o
PVC INV.
L. 33.0
N
0 L1
}
!
24.0
o
N
PIPE
(REMOVE)
125.0'
Z
O
158.38'
7.27'
S 67'20'25"
E
67'20_25" W o
20' BUFFER (T'{P• ALL
FRON
AN
A
----
N
LINE OF
CONSERVATION -
-
RESTRICTION
/
(TYP.)
`��
_
20.00'
36.OII' -
/40
( •
0
i -
i
0
20.0
6 SLAB
oN0
TWO
m/ L=363.86,
R=1 83.03 131,102 SF
9 / 3.01 AC.t
/
--------_
-- N =� R,J�303 M
L=315.3 / Jc,E x.11
R=1023.03 e �1N �O�OO�E�y00
TS) 38 S / / 00) 0 000
/ LINE OF
CONSERVATION `
LOT 1 RESTRICTION / 'I
278,789 SF / .0.(TYP.) LO F y \O�PEO
6.40 AC.f / �1�6'S2� Pp pF
_ - C3 - - 6 PVC AT- t%
P.
.5 .5-D
0' 27.00' -�� I
o /
0 18.0 y • / / �
o /
-ST RY OF--( E UILDING � / oN �e
M I I 0Q 1) EL. 39.25. 12.810 2 0 0 >/ /
N �0Z
6 PVC AT1" O
(NP.) 04
�
N
U
W
fy
V)
4
I
OWNit �•"ar --•-
�.., •' �j�yyllllYYi � A • • • " . : z=1�' I,II�NIn',' I'� vi-: I ._ � v �E ••
�lii,!.w•\iJ�G:11�1; A 1'N AI - • : • ?y!- III:A'�111P� �'• `I • •
TRENCHES
H•LEVEL T EL. 34.3
ip 1�(4�1 • rl� 'rte' �+_� _ �'� "L -� •J : r . •' L• r . �L. ••
AJ
1 � • `\�1 _• fd+ �� •���` �� it 1111 •
_� \1 • •
38.1
BLDG ONE STORY•�'
7,425 SFZ
•
Q
N
\
/ \ M \\ \ I
•/ ��� R
PROPOS PAVED SWALE I
\\ 4.5' WI E ALONG G IRKING
\ ci SEE C OSS SEC ON /
U? \\\ 2$ \ PROVI E WHEE TOPS I
1 _ / T \ \ 1 \ \ _� ALO SWALE (TYP,)
( •
>W o• W� W W �'� w � -T- �l _ \ 1 \ O O. SW LE SLOP 0.5%
$�/ 6 (TPP) AT 1% L1'�3�23 `' N "D` a4 ? 36;5 `l� L I \\ 0 \ �O OOS7
��'J� 55.00' - \ O
PAV I
I
0 SWA E I
/ I•'''j / of \\ E T APROCK /
N �I�, III, III w \ RON
Niii I „ , Ln
N/
^ SLAB SLA I
ca 37.8 0 �t!III�II i'I; )/ASLA
38.2 o I, z ' u� I�Ij!�11 I�, / z Il / E- °
J II I�III�lilil , /
L0 Nd - 500
Cf m I j j lfD m li Cf� .' I PI))
NITROGEN CALCULATIONS: ZONE II N.S.A.
PER TITLE 5 440 GPD/40,000 SF ALLOWED
278,789 SF = 3066 GPD ALLOWED
DESIGN FLOW 1988 GPD
WITH 3000 SF LAWN & NO BIOCLERE, 4.99 PPM NO3N
WITH 6000 SF LAWN & BIOCLERE A/I, 3.86 PPM NO3N
NOTES:
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS
PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS
AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD
SPECIFICATIONS FOR AND
AND HIGHWAYS AS AMENDED TO PRESENT.
ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5.
AND YARMOUTH HEALTH REGULATIONS.
3. VERTICAL bATUM IS NGVD29.
4. TOP OF FOUNDATIONS VARY VS. HIGH POINT IN ROAD
( YARIANCE IS REQUESTED)
5. DESIGN LOADING FOR ALL PRECAST UNITS
TO BE AA5HTO-H2O UNLESS NOTED.
6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO
BE USED FOR PROPERTY LINE STAKING.
7. ALL STORM RUNOFF TO BE CONTAINED ON SITE.
8. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED.
9. ALL SEPTIC; PIPING SCH-40 PVC UNLESS NOTED.
10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION, BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM.bOARD OF HEALTH.
11. COORDINATE UTILITY INSTALLATION WITH APPROPRIATE VENDORS, SCHEMATICS SHOWN.
12. OWNERS ENGINEER TO INSPECT SITE WORK. 124 I NOTICE REQUIRED FOR INSPECTIONS.
13. ALL. BUILDING ROOF RUNOFF TO BE PIPED TO DRYWELLS AS SHOWN.
6"SCH40 PVC AT 1% MIN. PIPING, SEE BUILDING PLANS FOR EXACT DOWNSPOUT LOCATIONS.
DRYWELI X 4' 600 GALLON LEACHPITS WITH 4' WASHED STONE ALL AROUND (TYP.)
14. ALL BUILDINGS OVER 7500 SF TO BE "SPRINKLED, PIV VALVES REQUIRED.
15. PROVIDE LOCK BOXES AT ALL GATED ENTRANCES AND AT SPRINKLED BUILDINGS TO
YARMOUTH FIRE DEPT. STANDARDS.
16. PARKING LOT TO BE SWEPT ANNUALLY AFTER LAST SNOWFALL. BOTTOM OF RETENTION
BASIN TO BE INSPECTED ANNUALLY, AND SEDIMENT REMOVED AS REQUIRED TO PREVENT
STANDING WATER OR REFUSE ACCUMULATION. SITE OWNER IS RESPONSIBLE FOR MAINTENANCE.
17. ALL UTILITY SERVICES TO BUILDING AND LIGHTING TO BE UNDERGROUND.
18. SPACES TO BE INDICATED WITH SIGNAGE: "RESERVED FOR CAR POOL PARTICIPANTS"
19. BUILDING NUMBERS TO BE INSTALLED ON ALL STRUCTURES.
STORAGE BUILDING NOTES:
1. LIMITATIONS ON MATERIALS TO BE STORED ARE IN
PLACE, REFER TO CAPE COD COMMISSION AND TOWN
BOARD OF HEALTH DECISIONS AND OWNERS DOCUMENTS.
2. NO FLOOR DRAINS ARE ALLOWED.
3. A SWALE IN THE FLOOR OR A BERM ACROSS THE DOOR
IS REQUIRED TO PREVENT SPILLED MATERIAL FROM
EXITING THE BUILDING.
4. SEALED CONCRETE FLOORS ARE REQUIRED.
5. HAZ. MAT. CONTINGENCY PLANS TO BE IN PLACE PRIOR
TO C.O.
CI
,nen r� JA• ,:. �
CIVIL
R' `r JALA A-v� DATE
GRADING & UTILITIES
^ ,u, m SITE PLAN
ro C6 CO U �^� ) U VIII I i I 1 'o C3' w a \\ TRAPROq$� SPIDLLVilAYF TO TRAP
GRADE OF LAND IN WEST YARMOUTH, MA
¢Of" �I w o AA 5• INDICATED
} III W inIIII''i VIII I Iii ") / SLAB
amain / N \\\� I
36.
/ p o r H
\M \\ I
3
I- :11 M M p C C7
N l
{ I' ' I�I,r;II I i � m
w r Ir. �% ^ o-
z z I II iI l/y �i " / w /' :' I� I- LL i 7 M PROPOSED
/ z N L` l GRASS LINED
o I Ij jll , o f !;I (� o /
; �, II , �' w : STORMWATER
N(Y o V) RETENTION ARTFA
- G G i ' I'14 Iii I G D 3
.
25ZN
E O t ' z
72.3' "' J
N / ' '• 1 I '• M W
10. TRAPROCK iso �p
N to/ / / APRON "' w
/ _ 18" CAPE COD BERM J�
f / I wo
_N Nb 1 •05-50"VV/ 10.00' BUFFER
0 100.0
PROPOSED SERI ENT TRAP (FOREBAY)
TRAPROCK SPIL WAY TO LINE & GRADE
R\G INDICATED
If
CAPE LIGHT COMMONS
OFFICE PARK AND STORAGE CENTER
SCALE: 1" = 30' DATE: 7-19-99
i REVISED: 1-08-01
REVISED: 2-13-01
I REVISED: 3-01-01
F REVISED: 4-27-01
y REVISED: 5-10-01
/ REVISED: 5-17-01
/ 30 0 30 60 90 Feet
/ PREPARED FOR:
/ BORNSTEIN COMPANIES
/ 297 NORTH STREET
HYANNIS, MA
I
G off 508-362-4541
fox 508 362-9880
y
down cape engineering, ino.
I CIVIL ENGINEERS
LAND SURVEYORS
l
939 main st, yarmouthport, ma 02675
r OG SHEET 2 OF 4
f I'
I
SLAB
I
38.63 N
to
I
N
1
^
I
CD z
�M
\
LINE OF
l
,Ori
CONSERVATION
w
RESTRICTION
I
W cli
(TYP.)
`
o
N
1
}
!
24.0
o
N
125.0'
Z
O
38.1
BLDG ONE STORY•�'
7,425 SFZ
•
Q
N
\
/ \ M \\ \ I
•/ ��� R
PROPOS PAVED SWALE I
\\ 4.5' WI E ALONG G IRKING
\ ci SEE C OSS SEC ON /
U? \\\ 2$ \ PROVI E WHEE TOPS I
1 _ / T \ \ 1 \ \ _� ALO SWALE (TYP,)
( •
>W o• W� W W �'� w � -T- �l _ \ 1 \ O O. SW LE SLOP 0.5%
$�/ 6 (TPP) AT 1% L1'�3�23 `' N "D` a4 ? 36;5 `l� L I \\ 0 \ �O OOS7
��'J� 55.00' - \ O
PAV I
I
0 SWA E I
/ I•'''j / of \\ E T APROCK /
N �I�, III, III w \ RON
Niii I „ , Ln
N/
^ SLAB SLA I
ca 37.8 0 �t!III�II i'I; )/ASLA
38.2 o I, z ' u� I�Ij!�11 I�, / z Il / E- °
J II I�III�lilil , /
L0 Nd - 500
Cf m I j j lfD m li Cf� .' I PI))
NITROGEN CALCULATIONS: ZONE II N.S.A.
PER TITLE 5 440 GPD/40,000 SF ALLOWED
278,789 SF = 3066 GPD ALLOWED
DESIGN FLOW 1988 GPD
WITH 3000 SF LAWN & NO BIOCLERE, 4.99 PPM NO3N
WITH 6000 SF LAWN & BIOCLERE A/I, 3.86 PPM NO3N
NOTES:
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS
PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS
AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD
SPECIFICATIONS FOR AND
AND HIGHWAYS AS AMENDED TO PRESENT.
ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5.
AND YARMOUTH HEALTH REGULATIONS.
3. VERTICAL bATUM IS NGVD29.
4. TOP OF FOUNDATIONS VARY VS. HIGH POINT IN ROAD
( YARIANCE IS REQUESTED)
5. DESIGN LOADING FOR ALL PRECAST UNITS
TO BE AA5HTO-H2O UNLESS NOTED.
6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO
BE USED FOR PROPERTY LINE STAKING.
7. ALL STORM RUNOFF TO BE CONTAINED ON SITE.
8. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED.
9. ALL SEPTIC; PIPING SCH-40 PVC UNLESS NOTED.
10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION, BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM.bOARD OF HEALTH.
11. COORDINATE UTILITY INSTALLATION WITH APPROPRIATE VENDORS, SCHEMATICS SHOWN.
12. OWNERS ENGINEER TO INSPECT SITE WORK. 124 I NOTICE REQUIRED FOR INSPECTIONS.
13. ALL. BUILDING ROOF RUNOFF TO BE PIPED TO DRYWELLS AS SHOWN.
6"SCH40 PVC AT 1% MIN. PIPING, SEE BUILDING PLANS FOR EXACT DOWNSPOUT LOCATIONS.
DRYWELI X 4' 600 GALLON LEACHPITS WITH 4' WASHED STONE ALL AROUND (TYP.)
14. ALL BUILDINGS OVER 7500 SF TO BE "SPRINKLED, PIV VALVES REQUIRED.
15. PROVIDE LOCK BOXES AT ALL GATED ENTRANCES AND AT SPRINKLED BUILDINGS TO
YARMOUTH FIRE DEPT. STANDARDS.
16. PARKING LOT TO BE SWEPT ANNUALLY AFTER LAST SNOWFALL. BOTTOM OF RETENTION
BASIN TO BE INSPECTED ANNUALLY, AND SEDIMENT REMOVED AS REQUIRED TO PREVENT
STANDING WATER OR REFUSE ACCUMULATION. SITE OWNER IS RESPONSIBLE FOR MAINTENANCE.
17. ALL UTILITY SERVICES TO BUILDING AND LIGHTING TO BE UNDERGROUND.
18. SPACES TO BE INDICATED WITH SIGNAGE: "RESERVED FOR CAR POOL PARTICIPANTS"
19. BUILDING NUMBERS TO BE INSTALLED ON ALL STRUCTURES.
STORAGE BUILDING NOTES:
1. LIMITATIONS ON MATERIALS TO BE STORED ARE IN
PLACE, REFER TO CAPE COD COMMISSION AND TOWN
BOARD OF HEALTH DECISIONS AND OWNERS DOCUMENTS.
2. NO FLOOR DRAINS ARE ALLOWED.
3. A SWALE IN THE FLOOR OR A BERM ACROSS THE DOOR
IS REQUIRED TO PREVENT SPILLED MATERIAL FROM
EXITING THE BUILDING.
4. SEALED CONCRETE FLOORS ARE REQUIRED.
5. HAZ. MAT. CONTINGENCY PLANS TO BE IN PLACE PRIOR
TO C.O.
CI
,nen r� JA• ,:. �
CIVIL
R' `r JALA A-v� DATE
GRADING & UTILITIES
^ ,u, m SITE PLAN
ro C6 CO U �^� ) U VIII I i I 1 'o C3' w a \\ TRAPROq$� SPIDLLVilAYF TO TRAP
GRADE OF LAND IN WEST YARMOUTH, MA
¢Of" �I w o AA 5• INDICATED
} III W inIIII''i VIII I Iii ") / SLAB
amain / N \\\� I
36.
/ p o r H
\M \\ I
3
I- :11 M M p C C7
N l
{ I' ' I�I,r;II I i � m
w r Ir. �% ^ o-
z z I II iI l/y �i " / w /' :' I� I- LL i 7 M PROPOSED
/ z N L` l GRASS LINED
o I Ij jll , o f !;I (� o /
; �, II , �' w : STORMWATER
N(Y o V) RETENTION ARTFA
- G G i ' I'14 Iii I G D 3
.
25ZN
E O t ' z
72.3' "' J
N / ' '• 1 I '• M W
10. TRAPROCK iso �p
N to/ / / APRON "' w
/ _ 18" CAPE COD BERM J�
f / I wo
_N Nb 1 •05-50"VV/ 10.00' BUFFER
0 100.0
PROPOSED SERI ENT TRAP (FOREBAY)
TRAPROCK SPIL WAY TO LINE & GRADE
R\G INDICATED
If
CAPE LIGHT COMMONS
OFFICE PARK AND STORAGE CENTER
SCALE: 1" = 30' DATE: 7-19-99
i REVISED: 1-08-01
REVISED: 2-13-01
I REVISED: 3-01-01
F REVISED: 4-27-01
y REVISED: 5-10-01
/ REVISED: 5-17-01
/ 30 0 30 60 90 Feet
/ PREPARED FOR:
/ BORNSTEIN COMPANIES
/ 297 NORTH STREET
HYANNIS, MA
I
G off 508-362-4541
fox 508 362-9880
y
down cape engineering, ino.
I CIVIL ENGINEERS
LAND SURVEYORS
l
939 main st, yarmouthport, ma 02675
r OG SHEET 2 OF 4