HomeMy WebLinkAboutDecision 4821W"
ii
0
GENERAL NOTES
1.
THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL
10.
THE CONTRACTOR IS RESPONSIELE FOR PROVIDING ALL NECESSARY
T-1
LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF
9
INTAI IIMENTS
AOL LIVES AND GRADES REQUSTRUCTION CONTROL VIRCED TO CONSTRUCT ALL MAINTAINING
CONSTRUCTION TYP.E:
ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY
EC -1
AS SHOWN HEREIN.
9
SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES
32ND FLOOR
C-1
BEARING ON THE PERFORMANCE OF THE WORK. THE WORK
PERFORMED ON THE PROJECT AND THE MATERIALS INSTALLED SHALL
11.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL
LESSEE/LICENSEE,
BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES,
A-1
PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK
9
REGULATIONS, AND ORDINANCES.
BY THE ARCHITECT/ENGINEER, TIE STATE, COUNTY OR LOCAL
D-1
DETAILS
9
GOVERNMENT AUTHORITY.
2.
THE ARCHITECT/ENGINEER HAVE MADE EMERY EFFORT TO SET FORTH
IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE
12.
THE CONTRACTOR SHALL MAKE GECESSARY PROVISIONS TO PROTECT
9
SCOPE OF WORK. THE CONTRACTOR BIDDING THE JOB IS
EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC.
NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN
DURING CONSTRUCTION. UPON COMPLETION OF WORK, THE
THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID
CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE
CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS
OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY.
IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS.
13.
THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA CLEAN
3.
THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF
AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL
NOTIFYING (IN WRITING) THE PROJECT OWNER'S REPRESENTATIVE OF ANY
DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS
CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE SUBMISSION OF
REMAINING ON THE PROPERTY. PREMISES SHALL BE LEFT IN CLEAN
CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK. IN THE EVENT
CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF
OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE
ANY NATURE.
COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED IN WRITING
14.
THE CONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIREMENTS
OTHERWISE.
AS THEY APPLY TO THIS PROJECT.
4.
THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS,
15.
THE CONTRACTOR SHALL NOTIFY THE PROJECT OWNER'S REPRESENTATIVE
EQUIPMENT, LABOR AND ALL OTHER MATERIALS AND LABOR DEEMED
WHERE A CONRICT OCCURS ON ANY OF THE CONTRACT DOCUMENTS.
NECESSARY TO COMPLETE THE WORK/PROJECT AS DESCRIBED HEREIN.
THE CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT
ANY PORTION OF THE WORK THAT IS IN CONFLICT UNTIL CONFLICT
5.
THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE
IS RESOLVED BY THE LESSEE/LICENSEE REPRESENTATIVE.
SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE HIMSELF
WITH THE FIELD CONDITIONS AND TO VERIFY THAT THE PROJECT CAN
16.
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS,
BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT
PROPERTY LINES, ETC. ON THE JOB.
DOCUMENTS.
6.
THE CONTRACTOR SHALL OBTAIN AUTHORIZATION FROM THE PROJECT
17.
ALL UNDERGROUND UTILITY INFORMATION WAS DETERMINED FROM
SURFACE INVESTIGATIONS AND EXISTING PLANS OF RECORD. THE
OWNER'S REPRESENTATIVE TO PROCEED WITH CONSTRUCTION PRIOR TO
CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES IN THE
STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE
CONSTRUCTION DRAWINGS / CONTRACT DOCUMENTS.
FIELD PRIOR TO ANY SITE WORK. CALL THE FOLLOWING FOR ALL
PRE—CONSTRUCTION NOTIFICATION 72—HOURS PRIOR TO ANY
7.
THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS
EXCAVATION ACTIVITY: DIG SAFE SYSTEM (MA, ME, NH, RI, VT):
ACCORDING TO THE MANUFACTURER'S / VENDOR'S SPECIFICATIONS
1-888-344-7233 CALL BEFORE YOU DIG (CT): 1-800-922-4455
UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES
TAKE PRECEDENCE.
18.
CONTRACTOR TO VERIFY THE LOCATION OF THE EXISTING SEPTIC
SYSTEM PRIOR TO CONSTRUCTION AND NOTIFY THE ENGRNEEER IF ANY
8.
THE CONTRACTOR SHALL PROVIDE A FULL SET OF CONSTRUCTION
OF THE PROPOSED WORK WILL IMPACT THE EXISTING SEPTIC SYSTEM.
DOCUMENTS AT THE SITE UPDATED WITH THE LATEST REVISIONS AND
ADDENDUMS OR CLARIFICATIONS AVAILABLE FOR THE USE BY ALL
PERSONNEL INVOLVED WITH THE PROJECT.
9.
THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT
DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY
RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING
ALL PORTIONS OF THE WORK UNDER THE CONTRACT.
10 OED TOWNHOUSE ROAD
YARMOUTH, MA 02664
BARN STAB LE COUNTY
VICINITY MAP
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VICINITY MAP
SCALE: NTS
NORTH
SHEET INDEX
N0.
DESCRIPTION
NO.
T-1
TITLE PLAN
9
MAP: 88 LOT: 93
CONSTRUCTION TYP.E:
CONCRETE BLOCK/BRICK
EC -1
EXISTING CONDITIONS PLAN
9
ONE COMCAST CENTER
32ND FLOOR
C-1
SITE PLAN
9
CONTINENTAL CABLEVISION OF MA
LESSEE/LICENSEE,
ONE COMCAST CENTER
A-1
ENLARGED AREA PLANS
9
PHILADELPHIA, PA 19103-2838
D-1
DETAILS
9
D-2
DETAILS
9
PROJECT SUMMARY
SITE NAME:
COMCAST XFINITY
SITE ADDRESS:
10 OLD TOWNHOUSE ROAD
YARMOUTH, MA 02664
ASSESSOR'S PARCEL NO.:
MAP: 88 LOT: 93
CONSTRUCTION TYP.E:
CONCRETE BLOCK/BRICK
PROPERTY OWNER:
CONTINENTAL CABLEVISION OF MA
ONE COMCAST CENTER
32ND FLOOR
PHILADELPHIA, PA 19103-2838
APPLICANT,
CONTINENTAL CABLEVISION OF MA
LESSEE/LICENSEE,
ONE COMCAST CENTER
PROJECT OWNER:
32ND FLOOR
PHILADELPHIA, PA 19103-2838
DO NOT SCALE DRAWINGS
CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING
DIMENSIONS AND COIdDITIONS ON THE JOB SITE AND SHALL
IMMEDIATELY NOTIFY THE PROJECT OWNER'S REPRESENTATIVE
IN WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH
THE WORK OR BE RESPONSIBLE FOR SAME.
'r J_ F [�Ak N
(7; 1c I T E C�M
UPLAI'.IDArZOPITECTE-33.1130Ml
250 E. MAIN STREET
SUITE 13
NORTON, MASSACHUSETTS
02766
T 774-430-3390
VVM. U P LAN DAR C H I T E CTS . C O M
DISCLAIMER
OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND
SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL
SERVICE AND SHALL REMAIN THE PROPERTY OF THE
ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED,
IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR -
PURPOSES OR BY ANY OTHER PARTIES THAN THOSE
PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE
EXPRESS WRITTEN AUTHORIZATION OF THE ARCHITECT.
^A�
ADVANCED
ENGINEERING GROUP, P.C.
Civil Engineering- Site Development
Smveying - Telecommunications
500 North Broadway
East Providence, 8102914
Tel: (401)354-2403
Fax: (401)633-6354
REVISIONS:Ax
X
NUMBER: REMARKS: DATE:
2 ISSUED FOR REVIEW 7/24/19
3 REVISIONS 7/29/19
4 REVISIONS 8/01/19
5 REVISIONS 8/26/19
6 REVISIONS 8/30/19
7 REVISIONS 9/03/19
8 BOH UPDATES 9/20/19
9 ZBA UPDATES 9/30/19
OfW4M5
ISSUED FOR: DATE ISSUED:
PROJECT TITLE:
COMCAST
XFINITY
10 OLD TOWNHOUSE ROAD
YARMOUTH, MA 02664
BARNSTABLE COUNTY
DRAWING TITLE:
TITLE SHEET
PERMIT DWG DATE: PROJECT NUMBER:
XX -XX -XX 2018-0395
DRAWN BY: CHECKED BY:
SMBlJWH SNA
DRAWING NUMBER:
T-1
c
t
i
t
MAP 88
LOT 94
WILLIAM SWIFT TRUSTEE
WOODED LOT BOOK 8156, PAGE 233
WOODED LOT
CAPE COD BERM,
(E) TP,EE LINE, TYP. TYP. (E) CATCH BASIN 8" PINE
10" MAPLE
(E) CONCRETE �\ (E) CATCH BASIN 10" PINE 10" PINE 72" PINE
BOUND FOUND \ 6" PINE
All
—7'aEDGE PAVEMENT-
_ \
(E) UTILITY POLE
I \
o \
S
6" BEECH
10" OAK
8 " -\
8 " PINE PINE
(F) CATCH BASIN
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71
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�s
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$
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a
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.l c y y ,{'t.t. y " fir• y♦ d a �♦
e+- .
-a
TCH 64
LOCUS MAP
O N.T.S.
_
72 S ACES �\ LIGHT POLE, TYP. 0 7
\ 11 SPACES 6 " PINE �' I O
(E) CATChC
,45'� I
Q
(E) 8' TALL CHAIN �Ej CATCH B4S'':' - ' B SlN' �'
/
LINK FENCE I j 4S >4" PINE L
0 o i / 9 SPACES � 8 SPACES (E) CATCH BASIN
I o D\ D (7 `z
(E) ROOF DRAIN I 70" M4PLE
WASTEV o i v v o �Il� O
BSN A
CONCRETE
RAMP M Pati'
� � (E) ROOF DRA
I I; a 6" PINE // � �, � 14," PINE
W I I)I �� 8" CLEANOUT _/ -_� �V 14" PINE/ 10" OAK
�.:. {�
W II 46'- 6" PINE p_
H
o Q > W� II 1� 11 �\ \\ v� 10" PINE l �1 10" PINE
\ ° n 5 e7
I / • _
6» PINE
OH
S�
(E) UTILITY
POLE OHW OHN!
105\Irv) — 9200-1J2
O O D.ERGROUND 12'OAK
Li ELECTRIC (E) ROAD SIGN
(E) 72 STEEL 18" PINE
\ �v COVERS 24 BEECH�tv I
LIGh? POSE %/�. -� \ \ \ \ _ . - (E) GENERATOR IN `\`�r,,,� Ih � 78" PINE
Oyby /I -
ISTC- - > - FENCED AREA ON p a
0/-4�y I FENCED F GE CONCRETE PAD x� l� \ V 13" PINE FLAG POLE (E) COMCAST SIGN z
o i ' I' AREA �- (E) � I ,, �
` 1 CONCRETE
18" PINE I
(E) UTILITY POLE � J � \ �%°
II 1\ \ , -47 I WALL MOUNTED AlR WALK 18" BEECH
(E) UTILl7 POLE I - _ / _ - . I 1 HANDLERS, 7YP. \ r.6� E oz
v
o I ''" I 73.63' A (E) BUILDING
10" OAK 12 " TREE S> I
I K MAP 88, LOT 93 12" PINE 12" PINE �i NOT EPJTER o
It I (E) LOADING DOC CONTINENTAL CABLEVISION (E) DO 0
✓r
o i I � AREA= 1.761 ACRES t;a i SIGN z
i
0 „ PINE
I �3
10" OAK
- 6 "" PINES 8" PINE�4V ; i,� V,n
\\\
4
`V
o I I y ilL\ (E) GAS METER £ \
GAS
`I 5 I .
I (t/ CO^ �rU-,V„ NE ='_ 6"" PINE � �`��- �— L AS— �---
/ _ \ GAS GAS GA I G-
o\ / `� .,�, _ 11 , = \ • I4 }� � / ' ` ' )!, C)
� IZ ' PO• --J 10" OAK 1
(E) REBAR FOUND �z i 18" PINE Oz
1 10" ='NE J 18" PINE 70" PAVE `12"
14" OA.K 12" OAK 12 " OAK
8" OAK (E) GAS SERI17CE
_RENCES:
PLAN ENTITLED "YARMOUTH ADDITIONS AND
RATIONS MEDIA ONE" BY HABEEB & ASSOCIA'
LEGEND
30
x x x
— UG UG UG —
— GAS GAS GAS —
❑ CATCH BASIN
® IRON ROD
cc)� UTILITY POLE
PROPERTY LINE
ABUTTING PROPERTY LINE
EXISTING CONTOUR
EXIST. FENCE
EXIST. TREE LINE
UNDERGROUND UTILITY
GAS SERVICE
® GAS VALVE
pd WATER VALVE
El CONCRETE BOUND
(E) 4' TALL CHAIN
LINK FENCE
MAP 88
LOT 92
ARC ROCK 17 MA LLC
BOOK 22882, PAGE 392
ZONING SUMMARY TABLE
ZONING DISTRICT: (BI) BUSINESS
ASSESSORS MAP: MAP: 88 LOT: 93
DIMENSION:
REQUIRED
PROVIDED
LOT SIZE
25,000 S.F.
\r
FRONTAGE
150'
222.84'
FRONT YARD SETBACK
30'
105'±
SIDE YARD SETBACK
o
16'±
REAR YARD SETBACK
20
73'±
MAXIMUM LOT COVERAGE
6" BEECH
10" OAK
8 " -\
8 " PINE PINE
(F) CATCH BASIN
4l!)
h
+�, "
71
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{aa
ria gg .d � T'+
lX r v°.�1>'v'`P+,r 3rd i • fi p j'r�
�s
•u,�- sy, i <,t ` + 1k ask w 1ma, �, " " s1� a�",�,.3:�,r��`';
$
d �.. ,fi �Y ,rte"+ '�. '6;G
77
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'xtiw- »4txo-v.J�.tt?i.
•`� off a;( ��' 9 i ����tk >S\�� � y 'e� �t Tt s � +�� .
`.'yktT,efl>NA,
a
�s�'P `>� .F8t,4'1' ��$ t` t' �' � A�
.l c y y ,{'t.t. y " fir• y♦ d a �♦
e+- .
-a
TCH 64
LOCUS MAP
O N.T.S.
_
72 S ACES �\ LIGHT POLE, TYP. 0 7
\ 11 SPACES 6 " PINE �' I O
(E) CATChC
,45'� I
Q
(E) 8' TALL CHAIN �Ej CATCH B4S'':' - ' B SlN' �'
/
LINK FENCE I j 4S >4" PINE L
0 o i / 9 SPACES � 8 SPACES (E) CATCH BASIN
I o D\ D (7 `z
(E) ROOF DRAIN I 70" M4PLE
WASTEV o i v v o �Il� O
BSN A
CONCRETE
RAMP M Pati'
� � (E) ROOF DRA
I I; a 6" PINE // � �, � 14," PINE
W I I)I �� 8" CLEANOUT _/ -_� �V 14" PINE/ 10" OAK
�.:. {�
W II 46'- 6" PINE p_
H
o Q > W� II 1� 11 �\ \\ v� 10" PINE l �1 10" PINE
\ ° n 5 e7
I / • _
6» PINE
OH
S�
(E) UTILITY
POLE OHW OHN!
105\Irv) — 9200-1J2
O O D.ERGROUND 12'OAK
Li ELECTRIC (E) ROAD SIGN
(E) 72 STEEL 18" PINE
\ �v COVERS 24 BEECH�tv I
LIGh? POSE %/�. -� \ \ \ \ _ . - (E) GENERATOR IN `\`�r,,,� Ih � 78" PINE
Oyby /I -
ISTC- - > - FENCED AREA ON p a
0/-4�y I FENCED F GE CONCRETE PAD x� l� \ V 13" PINE FLAG POLE (E) COMCAST SIGN z
o i ' I' AREA �- (E) � I ,, �
` 1 CONCRETE
18" PINE I
(E) UTILITY POLE � J � \ �%°
II 1\ \ , -47 I WALL MOUNTED AlR WALK 18" BEECH
(E) UTILl7 POLE I - _ / _ - . I 1 HANDLERS, 7YP. \ r.6� E oz
v
o I ''" I 73.63' A (E) BUILDING
10" OAK 12 " TREE S> I
I K MAP 88, LOT 93 12" PINE 12" PINE �i NOT EPJTER o
It I (E) LOADING DOC CONTINENTAL CABLEVISION (E) DO 0
✓r
o i I � AREA= 1.761 ACRES t;a i SIGN z
i
0 „ PINE
I �3
10" OAK
- 6 "" PINES 8" PINE�4V ; i,� V,n
\\\
4
`V
o I I y ilL\ (E) GAS METER £ \
GAS
`I 5 I .
I (t/ CO^ �rU-,V„ NE ='_ 6"" PINE � �`��- �— L AS— �---
/ _ \ GAS GAS GA I G-
o\ / `� .,�, _ 11 , = \ • I4 }� � / ' ` ' )!, C)
� IZ ' PO• --J 10" OAK 1
(E) REBAR FOUND �z i 18" PINE Oz
1 10" ='NE J 18" PINE 70" PAVE `12"
14" OA.K 12" OAK 12 " OAK
8" OAK (E) GAS SERI17CE
_RENCES:
PLAN ENTITLED "YARMOUTH ADDITIONS AND
RATIONS MEDIA ONE" BY HABEEB & ASSOCIA'
LEGEND
30
x x x
— UG UG UG —
— GAS GAS GAS —
❑ CATCH BASIN
® IRON ROD
cc)� UTILITY POLE
PROPERTY LINE
ABUTTING PROPERTY LINE
EXISTING CONTOUR
EXIST. FENCE
EXIST. TREE LINE
UNDERGROUND UTILITY
GAS SERVICE
® GAS VALVE
pd WATER VALVE
El CONCRETE BOUND
(E) 4' TALL CHAIN
LINK FENCE
MAP 88
LOT 92
ARC ROCK 17 MA LLC
BOOK 22882, PAGE 392
ZONING SUMMARY TABLE
ZONING DISTRICT: (BI) BUSINESS
ASSESSORS MAP: MAP: 88 LOT: 93
DIMENSION:
REQUIRED
PROVIDED
LOT SIZE
25,000 S.F.
76,753 ± S.F.
FRONTAGE
150'
222.84'
FRONT YARD SETBACK
30'
105'±
SIDE YARD SETBACK
25'
16'±
REAR YARD SETBACK
20
73'±
MAXIMUM LOT COVERAGE
70%
N/A
EXISTING CONDITIONS PLAN
EC -1 SCALE: 1`-20'
0 20' 40'
`- 8 "" PINE
4 PINE
6" PlP✓E
\ 8" PINE
18 " OAK
\ 8 " PINE
6" PINE
10 " PINE
(E) GAS VALVE
C12" DOUBLE CK
- 8" PINE
(E) CATCH BASIN
TYP.
EXISTING CONDITIONS PARKING TABLE
USE
REQUIRED
PROVIDED
OFFICE SPACE
1 PER 2 OCCUPANTS
61 SPACES
30 FULL TIME EMPLOYEES
100 PART TIME/TEMPORARY TECHS
130 EMPLOYEES
65 SPACES
HANDICAP
1 PER 25 SPACES
3 SPACES
5
3 SPACES
TOTAL SPACES
65 SPACES
61 SPACES
EXISTING CONDITIONS PARKING TABLE
USE
REQUIRED
PROVIDED
OFFICE SPACE
1 PER 2 OCCUPANTS
58 SPACES
30 FULL TIME EMPLOYEES
100 PART TIME/TEMPORARY TECHS
130 EMPLOYEES
65 SPACES
HANDICAP
1 PER 25 SPACES
3 SPACES
5
3 SPACES
TOTAL SPACES
65 SPACES
61 SPACES
A J r�l F F, 3"-
, R
UPLAta DAi-C11ITECTR..7".C30M
250 E. MAIN STREET
SUITE 13
NORTON, MASSACHUSETTS
02766
T 774-430-3390
VWWV. UPLAN DARCHITECTS.COM
DISCLAIMER
OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND
SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL
SERVICE AND SHALL REMAIN THE PROPERTY OF THE
ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED,
IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR
PURPOSES OR BY ANY OTHER PARTIES THAN THOSE
PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE
EXPRESS WRITTEN AUTHORIZATION OF THE ARCHITECT-
ADVANCED
ENGINEERING GROUP, P.C.
Civil Engineering - Site Development
Surveying- Tete>rommlmications
500 North Broadway
Fast Provide , Rl 02914
Tel: (401)354-2403
Fax: (401)633-6354
REVISIONS:Ax
X
NUMBER:
REMARKS:
DATE:
2
ISSUED FOR REVIEW
7/24/19
3
REVISIONS
7/29/19
4
REVISIONS
8/01/19
5
REVISIONS
8/26/19
6
REVISIONS
8/30/19
7
REVISIONS
9/03/19
8
BOH UPDATES
9/20/19
9
ZBA UPDATES
9/30/19
ISSUED FOR:
DATE ISSUED:
PROJECT TITLE:
COMCAST
XFINITY
10 OLD TOWNHOUSE ROAD
YARMOUTH, MA 02664
BARNSTABLE COUNTY
DRAWING TITLE:
EXISTING CONDITIONS PLAN
PERMIT DWG DATE:
PROJECT NUMBER:
XX_XX_XX
2018-0395
DRAWN BY:
CHECKED BY:
SMBtJWH
SNA
DRAWING NUMBER:
EC -1
WOODED LOT
(E) TREE LINE, TYP.
(E) CONCRETE \
BOUND FOUND \
MAP 88
LOT 94
WILLIAM SWIFT TRUSTEE
BOOK 8156, PAGE 233
WOODED LOT
CAPE COD BERM,
TYP.
(E) CATCH SASIP✓,
TYP. (P) LANDSCAPE ISLAND, TYP. (P) LANDSCAPE ISLAND, TYP.
(E) "IN LOT- TREE (2) N0873748"W P
OBIT. BERM TYP. 1
(E) CATCH BAs(
\R I 333.37 TYP.
,( J .
(P) IN LOT" TREE (3) (E) "IN LOT' TREE (4) -
C) EDGE PAVEMENT \ \ �a ! — — — a5' j)� �� — — 1r K y --46 ' O
(E) B' TALL \\ /
CHAIN LINK
I FENCE
I
Q
DIMENSION:
REQUIRED
(P) "IN LOT" TREE (6)
l
25,000 S.F.
76,753± S.F.
FRONTAGE
\ 0^01
�jdi -t N �O
LOCUS MAP
2 SPACES — — \Z = N.T.S.
\ \° 8 SPACES 45 5 SPACES a 6 SPACES \\ I LIGHT POLE, rYP. �
1 ( RAMP
— — — - C7
(P) LANDSCAPE ISLAND, TYP. 10" MAPLE 4- (E) "IN LOT" TREE (7)
I I \ \ 8 SPACES \4s\ \ 8 SPACES o \
p
I BIN
`I
Ljj
(P) "IN LOT" TREE (5) \ \
o I I I (P) SILTSACK TO BE / I o
Z I I INSTALLED IN (E) CATCH
Li ^C,4 Lo I BASINS (TYP. OF 3
Q u I N h' \ C rL I -46— / \`" i' '46-
C,4
46_
o Q ; 1� N \ 8" CLEANOUT w b (P) 3" CALIPER TREE TO BE
= Of Q CO I \ a k �} PLANTED IN (P) LANDSCAPE \ \ ` , 1 I E UTILITY POLE
lll����e� ISLAND (TYP. OF 3) v O
I I L� \k OWN
sv
'/ ��
t10.49, OHW OHWO U G 0
(9LIT POLE
GROUND — 2002 S
ELEC /� o
V)
(E) 12STEEL
:�E
, . \v a-1
�SEPTIC COVERS
LIGHT POLETYPh \
\\ N =/ I
(P) GENERATORS IN FENCED AREA ON \ I
Oh j 11 FENCED STO'�ACE `2— (E)/(P) CONCRETE PAD Syl
(E) UTILITY POLE o AREA \ (SEE SHEET A-1 FOR ENLARGE VIEW) 0" o
\g% / (P) BOLLARDS TO BE SPACED 4'-0" (E) I
� (E) FLAG POLE
\ \ \ J I O.C. CENTER TO PROTECT (E) AIR CONCRETE \
(E) UTILIT� POLE I 'E _
\ v � —'�'- � ` HANDLERS (TYP. OF 4) (E) COMCAST SIGN
Z II I 73.63MOUNTED
WALL MOUN
TED AIR
E LIGHT POLE o
HANDLERS, TYP.
1 I _ (E) IN LOT TREE (1)-
90" OAK MAP 88, LOT 93 Fo i
CONTINENTAL CABLEVISION
O E BU/LD,!ti'G AREA= 1.76± ACRES — o
/
' — (E) DD NOT ENTER
SIGN
€1 "' /—(E) GAS VALVE
s
(E) GAS METER
I (E HVACUNIT OD — ——
L�ON�EzELPAD 20' BUFFER UNE
\ / i
GAS GAS
� � \ �-- G
o
_ fl
808"37'03"E 360.95'
(E) REBAR FOUND
1 MAP 88
LOT 922
ARC ROCK 17 MA LLC
BOOK 22882, PAGE 392
Z
(E) GAS SERVICE
ERENCES:
PLAN ENTITLED "YARMOUTH ADDITIONS AND
ERATIONS MEDIA ONE" BY HABEEB & ASSOCIAT
LEGEND
--------30--------
x x x
— UG UG UG —
GAS GAS GAS
❑ CATCH BASIN
® IRON ROD
c UTILITY POLE
(E) 4' TALL CHAIN
LINK FENCE
PROPERTY LINE
ABUTTING PROPERTY LINE
EXISTING CONTOUR
EXIST. FENCE
EXIST. TREE LINE
UNDERGROUND UTILITY
GAS SERVICE
® GAS VALVE
pd WATER VALVE
El CONCRETE BOUND
1 SITE PLAN
C-1 SCALE: 1"=20'
0 20' 40'
ZONING SUMMARY TABLE
ZONING DISTRICT: (BI) BUSINESS I
ASSESSORS MAP: MAP: 88 LOT: 93
DIMENSION:
REQUIRED
PROVIDED
LOT SIZE
25,000 S.F.
76,753± S.F.
FRONTAGE
150'
222.84'
FRONT YARD SETBACK
30'
105'±
SIDE YARD SETBACK
25'
16'±
REAR YARD SETBACK
20'
73'±
MAXIMUM LOT COVERAGE
70%
N/A
GAS 1�1�
nom,
GAS
v�
rr61
PROPOSED PARKING TABLE
USE
REQUIRED
PROVIDED
OFFICE SPACE
1 PER 2 OCCUPANTS
57 SPACES
30 FULL TIME EMPLOYEES
100 PART TIME/TEMPORARY TECHS
130 EMPLOYEES
65 SPACES
HANDICAP
1 PER 25 SPACES
3 SPACES (2 VAN)
51%±
3 SPACES (1 VAN)
TOTAL SPACES
65 SPACES
57 SPACES*
* NOTES:
COMCAST HAS A LICENSE AGREEMENT WITH ABUTTING PROPERTY OWNER (LOT 92)
TO UTILIZE 20 ADDITIONAL PARKING SPACES FOR OVERFLOW (AS NEEDED).
(E) CATCH BASIN,
TYP.
IMPERVIOUS AREA CALCULATIONS
EXISTING SITE
PROPOSED SITE
PERVIOUS AREA
37,862 SF±
37,960 SFf
IMPERVIOUS AREA
38,891 SF±
38,793 SFf
% OF IMPERVIOUS
AREA OF SITE
51%±
51%±
Ec Fr I '"
UIPL/ANDARGHITF OT .CCIM
250 E. MAIN STREET
SUITE 13
NORTON, MASSACHUSETTS
02766
T 774-430-3390
WWW.UPLANDARCHITECTS.COM
DISCLAIMER
OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND
SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL
SERVICE AND SHALL REMAIN THE PROPERTY OF THE
ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED,
IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR
PURPOSES OR BY ANY OTHER PARTIES THAN THOSE
PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE
EXPRESS WRITTEN AUTHORIZATION OF THE ARCHITECT..
r
s
ND IBOpg y
ISSUED FOR: DATE ISSUED:
PROJECT TITLE:
COMCAST
XFINITY
10 OLD TOWNHOUSE ROAD
YARMOUTH, MA 02664
BARNSTABLE COUNTY
DRAWING TITLE
SITE PLAN
PERMIT DWG DATE: PROJECT NUMBER:
XX -XX XX 2018-0395
DRAWN BY: CHECKED BY:
SMB/JWH SNA
DRAWING NUMBER:
C-1
- ADVANCED
ENGINEERING GROUP, P.C.
Civil Engineering - Site Development
Surveying -Telecommunications
500North Broadway
East Providence, RI 02914
Tel: (401) 354-2403
Fm: (401) 633-6354
REVISIONS: Ax _
X
NUMBER:
- REMARKS:
DATE:
2
ISSUED FOR REVIEW
7/24/19
3
REVISIONS
7/29/19
4
REVISIONS
8/01/19
5
REVISIONS
8/26/19
6
REVISIONS
8/30/19
7
REVISIONS
9/03/19
8
BOH UPDATES
9/20/19
9
ZBA UPDATES
9/30/19
r
s
ND IBOpg y
ISSUED FOR: DATE ISSUED:
PROJECT TITLE:
COMCAST
XFINITY
10 OLD TOWNHOUSE ROAD
YARMOUTH, MA 02664
BARNSTABLE COUNTY
DRAWING TITLE
SITE PLAN
PERMIT DWG DATE: PROJECT NUMBER:
XX -XX XX 2018-0395
DRAWN BY: CHECKED BY:
SMB/JWH SNA
DRAWING NUMBER:
C-1
II f
I, TOC 46.60
BOC 45.85
l
j I '
(P) BOLLARDSPAED
5 0" D.C. (TYP. 4)I ,f
ZzTOC 46.6(
BOC
GENERATOR NOTE-.-
DIESEL
OTE:DIESEL TANK CAPACITY PER
GENERATOR IS 1,470 GAL
A
Ln
TOC 46.60 -
SOC 46.22
(P) FENCE TO CONNECT�
ITO (E) FENCE
z
6' WIDE CURB.
3/4 CHAMFER TYP. -
— 5'
v 4
0
4
27'x37,5'x6'THICK CONCRETE PAD WITH CURB WALLS
(CAST -IN-PLACE)
#4 BARS @ 12' OC, EACH DIRECTION
6 MIL PVC BARRIER TO BE
I r INSTALLED UNDER THE CONCRETE PAD
MATCH EXISTING GRADE
PLATFORMS I I \— 6' MIN, COMPACTED
GRAVEL FILL
EXISTING GROUND
NOTES: OR COMPACT FILL
1. USE GALVANIZED HILTI EXPANSION ANCHORS OR APPROVED
25 KW GENERATOR ° EQUAL FOR EQUIPMENT ANCHORAGE
6'-10"x17'-10"
2. FOR SIZE AND LOCATION OF ANCHORS AND OTHER
�t (E) LIGHT TO REMAIN REQUIREMENTS, SEE TANK VENDOR REQUIREMENTS
x°/ P BOLLARDS TO BE SPACED 3. FILL, IF REQUIRED, SHALL CONSIST OF CLEAN SOIL. NO
X TOC 46.60.
O DELETERIOUS MATERIALS OR ORGANICS TO BE USED
(P) ACCESS BOC 46.00 4.5'-0" O.C. (TYP. OF 19)
PLATFORMS
(P) 4' WIDE ACCESS GATE
2 CROSS SECTION A -A
d c (P) CONCRETE RAMP
A-1 SCALE: N.T.S.
(P) ACCESS
PLATFORMS
n/
250KW GENERATOR
10"x17'-10"
°
(P) ACCESS
PLATFORMS
o ® (P) PAINT TOP CURB YELLOW
4 44
o X TOC 46.60
- BOC 46.10
% (P) FENCE TO MATCH (E)
/ HEIGHT OF 8'
J �
(E) TREES TO BE REMOVED
4 JC
4 I
` Xt. X X
TOC 46.60
(P) C.I.P. CONCRETE PAD TO BE INSTALLED I BOC 46.22
WITH LONGITUDINAL AND TRANSVERSE 1/4" y
x WIDE CONTROL JOINTS SPACED 9' O.C.
(j PU''� I CONTROL JOINTS (MINIMUM DEPTH OF 2')
HOUSE
x �J
X
ENLARGED GENERATOR PLAN
A-1 SCALE: 1"=10'
0 10' 20'
(P) 2' DEEP CONTROL
JOINTS SPACED 9' O.C.
SECTION B -B
UI A-1 SCALE: 1"=2'
Z
0
2
4'
F
i
U
P STRIPING
O
TYP.
\ /
(P) 2' DEEP CONTROL
\ JOINTS SPACED 9' O.C.
F-
III
T -
(P)(3) 2" PVC PIPE WITH
\ 6' WIDE x 6'
HIGH CURB.
0
BALL VALVE TO BE
\ �
m
INSTALLED IN WALL TO
\ 3/4 CHAMFER TYP.
Q
ALLOW FOR DRAINAGE INV:
\
0
27'
\ ,,
z
(P) CURBING (TO MATCH (E))
J
IL
X
X X X X I
TOC 46.60
BOC 45.85
�X/N
O. 4
x
(P) 6" WIDE CONCRETE CURB TO BE SET AT
c .
ELEVATION 46.60 (PROVIDED STORAGE 4,000
I
(P) ACCESS
GALS REQUIRED STORAGE 3 600 GALS)
— 5'
v 4
0
4
27'x37,5'x6'THICK CONCRETE PAD WITH CURB WALLS
(CAST -IN-PLACE)
#4 BARS @ 12' OC, EACH DIRECTION
6 MIL PVC BARRIER TO BE
I r INSTALLED UNDER THE CONCRETE PAD
MATCH EXISTING GRADE
PLATFORMS I I \— 6' MIN, COMPACTED
GRAVEL FILL
EXISTING GROUND
NOTES: OR COMPACT FILL
1. USE GALVANIZED HILTI EXPANSION ANCHORS OR APPROVED
25 KW GENERATOR ° EQUAL FOR EQUIPMENT ANCHORAGE
6'-10"x17'-10"
2. FOR SIZE AND LOCATION OF ANCHORS AND OTHER
�t (E) LIGHT TO REMAIN REQUIREMENTS, SEE TANK VENDOR REQUIREMENTS
x°/ P BOLLARDS TO BE SPACED 3. FILL, IF REQUIRED, SHALL CONSIST OF CLEAN SOIL. NO
X TOC 46.60.
O DELETERIOUS MATERIALS OR ORGANICS TO BE USED
(P) ACCESS BOC 46.00 4.5'-0" O.C. (TYP. OF 19)
PLATFORMS
(P) 4' WIDE ACCESS GATE
2 CROSS SECTION A -A
d c (P) CONCRETE RAMP
A-1 SCALE: N.T.S.
(P) ACCESS
PLATFORMS
n/
250KW GENERATOR
10"x17'-10"
°
(P) ACCESS
PLATFORMS
o ® (P) PAINT TOP CURB YELLOW
4 44
o X TOC 46.60
- BOC 46.10
% (P) FENCE TO MATCH (E)
/ HEIGHT OF 8'
J �
(E) TREES TO BE REMOVED
4 JC
4 I
` Xt. X X
TOC 46.60
(P) C.I.P. CONCRETE PAD TO BE INSTALLED I BOC 46.22
WITH LONGITUDINAL AND TRANSVERSE 1/4" y
x WIDE CONTROL JOINTS SPACED 9' O.C.
(j PU''� I CONTROL JOINTS (MINIMUM DEPTH OF 2')
HOUSE
x �J
X
ENLARGED GENERATOR PLAN
A-1 SCALE: 1"=10'
0 10' 20'
(P) 2' DEEP CONTROL
JOINTS SPACED 9' O.C.
SECTION B -B
UI A-1 SCALE: 1"=2'
Z
AREA OF BASIN CALCULATIONS
FT = FEET
CFT = CUBIC FEET
(HEIGHT (1)+HEIGHT (2))/2 X INSIDE LENGTH X INSIDE WIDTH = VOLUME
(0.38 FT + 0.75 FT)/2 X 36.5 FT X 26 FT= VOLUME
0.565 FT X 36.5FT X 26FT = VOLUME (CFT)
VOLUME = 536.185 CFT
1 CFT = 7.48 GALLONS OF DIESEL
536.185 CFT X (7.48 GALLONS /1 CFT) = 4,011 GALLONS
REQUIRED STORAGE
(NOTE: STORAGE TANK TO BE LIMITED TO 80% OF CAPACITY)
TANK VOLUME = 1,470 GALLONS (FROM MANUFACTURER)
REQUIRED STORAGE VOLUME (GALLONS) 2 TANK X 150% x 800% FILL X 1,470 GALLONS
2 X 1.5 X .8 X 1,470 GALLONS
3,528 GALLONS
STORAGE CHECK
PROVIDED >_ REQUIRED
4,011 GALLONS 2- 3,528 GALLONS OK
3 CONCRETE PAD ISOMETRIC
A-1 SCALE: N.T.S.
#4 BARS @ 12' O.C. EACH DIRECTION
27'x37,5'x6'THICK CONCRETE PAD WITH CURB WALLS
(CAST -IN-PLACE)
6 MIL PVC BARRIER TO BE
INSTALLED UNDER THE CONCRETE PAD
MATCH EXISTING GRADE
k aL G fw 4 3
UIPLANDA 'CHITEC'PS.COF4
250 E. MAIN STREET
SUITE 13
NORTON, MASSACHUSETTS
02766
T 774-430-3390
WWW.UPLANDARCHITECTS.COM
DISCLAIMER
OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND
SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL
SERVICE AND SHALL REMAIN THE PROPERTY OF THE
ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED,
IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR
PURPOSES OR BY ANY OTHER PARTIES THAN THOSE
PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE
EXPRESS WRITTEN AUTHORIZATION OF THE ARCHITECT.
ADVANCED
ENGINEERING GROUP, P.C.
Civil Engineering - Site Development
Surveying Telecommunications
500 North Broadway
East Providence, RI 02914
Tel: (401)354-2403
Fax: (401)633-6354
REVISIONS:Ax
X
NUMBER: REMARKS: DATE:
2 ISSUED FOR REVIEW 7/24/19
3 REVISIONS 7/29/19
4 REVISIONS 8/01/19
5 REVISIONS 8/26/19
6 REVISIONS 8/30/19
7 REVISIONS 9/03/19
8 BOH UPDATES 9/20/19,
9 ZBA UPDATES 9/30/19
8mmt
ADAMS
aft
r 4WW
ISSUED FOR: DATE ISSUED:
PROJECT TITLE:
COMCAST
XFINITY
10 OLD TOWNHOUSE ROAD
YARMOUTH, MA 02664
BARNSTABLE COUNTY
DRAWING TITLE:
ENLARGED AREA PLANS
PERMIT DWG DATE: PROJECT NUMBER:
XX -XX -XX 20I M395
DRAWN BY: CHECKED BY:
SMB/JWH SNA
DRAWING NUMBER
A-1
0
2
4'
F
i
U
W
F-
T -
0
Q
0
z
Q
J
IL
AREA OF BASIN CALCULATIONS
FT = FEET
CFT = CUBIC FEET
(HEIGHT (1)+HEIGHT (2))/2 X INSIDE LENGTH X INSIDE WIDTH = VOLUME
(0.38 FT + 0.75 FT)/2 X 36.5 FT X 26 FT= VOLUME
0.565 FT X 36.5FT X 26FT = VOLUME (CFT)
VOLUME = 536.185 CFT
1 CFT = 7.48 GALLONS OF DIESEL
536.185 CFT X (7.48 GALLONS /1 CFT) = 4,011 GALLONS
REQUIRED STORAGE
(NOTE: STORAGE TANK TO BE LIMITED TO 80% OF CAPACITY)
TANK VOLUME = 1,470 GALLONS (FROM MANUFACTURER)
REQUIRED STORAGE VOLUME (GALLONS) 2 TANK X 150% x 800% FILL X 1,470 GALLONS
2 X 1.5 X .8 X 1,470 GALLONS
3,528 GALLONS
STORAGE CHECK
PROVIDED >_ REQUIRED
4,011 GALLONS 2- 3,528 GALLONS OK
3 CONCRETE PAD ISOMETRIC
A-1 SCALE: N.T.S.
#4 BARS @ 12' O.C. EACH DIRECTION
27'x37,5'x6'THICK CONCRETE PAD WITH CURB WALLS
(CAST -IN-PLACE)
6 MIL PVC BARRIER TO BE
INSTALLED UNDER THE CONCRETE PAD
MATCH EXISTING GRADE
k aL G fw 4 3
UIPLANDA 'CHITEC'PS.COF4
250 E. MAIN STREET
SUITE 13
NORTON, MASSACHUSETTS
02766
T 774-430-3390
WWW.UPLANDARCHITECTS.COM
DISCLAIMER
OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND
SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL
SERVICE AND SHALL REMAIN THE PROPERTY OF THE
ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED,
IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR
PURPOSES OR BY ANY OTHER PARTIES THAN THOSE
PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE
EXPRESS WRITTEN AUTHORIZATION OF THE ARCHITECT.
ADVANCED
ENGINEERING GROUP, P.C.
Civil Engineering - Site Development
Surveying Telecommunications
500 North Broadway
East Providence, RI 02914
Tel: (401)354-2403
Fax: (401)633-6354
REVISIONS:Ax
X
NUMBER: REMARKS: DATE:
2 ISSUED FOR REVIEW 7/24/19
3 REVISIONS 7/29/19
4 REVISIONS 8/01/19
5 REVISIONS 8/26/19
6 REVISIONS 8/30/19
7 REVISIONS 9/03/19
8 BOH UPDATES 9/20/19,
9 ZBA UPDATES 9/30/19
8mmt
ADAMS
aft
r 4WW
ISSUED FOR: DATE ISSUED:
PROJECT TITLE:
COMCAST
XFINITY
10 OLD TOWNHOUSE ROAD
YARMOUTH, MA 02664
BARNSTABLE COUNTY
DRAWING TITLE:
ENLARGED AREA PLANS
PERMIT DWG DATE: PROJECT NUMBER:
XX -XX -XX 20I M395
DRAWN BY: CHECKED BY:
SMB/JWH SNA
DRAWING NUMBER
A-1
PARKING NOTES:
1. ALL PARKING STALL STRIPING TO BE 4" WHITE EPDXY.
2. TRAVEL WAYS TO BE MAINTAINED DURING CONSTRUCTION.
3. ALL SIDEWALK, PAVEMENT, CURBING AND STRIPING TO COMPLY WITH
MASSACHUSETTS STANDARD DETAILS AND SPECIFICATIONS FOR ROADS
AND BRIDGES AND ADDENDA.
4. ALL SIGNS AND STRIPING TO BE IN ACCORDANCE WITH M.U.T.C.D. 2009
EDITION.
5. ALL PROPOSED ITEMS RELATED TO PARKING, CURBING, PAVEMENT
AND DRAINAGE BASED ON LATEST MASSACHUSETTS STANDARD
DETAILS AND ALL SPECIFICATIONS FOR MATERIALS, INSTALLATION,
METHODS AND MEASUREMENTS TO BE BASED ON THE LATEST
EDITION OF MASSACHUSETTS STANDARD SPECIFICATIONS.
EROSION AND SEDIMENT CONTROL NOTES:
1. PRIOR TO STARTING ANY WORK ON THE SITE, THE CONTRACTOR
SHALL NOTIFY APPROPRIATE AGENCIES AND SHALL INSTALL EROSION
CONTROL MEASURES AS SHOWN ON THE PLANS AND AS IDENTIFIED
IN FEDERAL, STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING
TO THIS PROJECT.
2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL
MEASURES, AND REMOVE SEDIMENT THEREFROM ON A WEEKLY BASIS
AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT AND
DISPOSE OF SEDIMENTS IN AN UPLAND AREA SUCH THAT THEY DO
NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND PROTECTED
AREAS.
3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL
CONSTRUCTION SUCH THAT SEDIMENTATION SHALL NOT AFFECT
REGULATORY PROTECTED AREAS, WETHER SUCH SEDIMENTATION IS
CAUSED BY WATER, WIND, OR DIRECT DEPOSIT.
4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH
THAT EARTH MATERIALS ARE EXPOSED FOR A MINIMUM OF TIME
BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE STABILIZED TO
PREVENT EROSION.
5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF
PERMANENT GROUND COVER, CONTRACTOR SHALL REMOVE AND
DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT
AND DEBRIS FROM ENTIRE DRAINAGE SYSTEM.
SHOULDER
12 MAX SLOPE
)P COURSE 1 1/4" TO 1 1/2" 1� /
TYPE'A' BERM
BINDER SLOPE OF SHOULDER -
BASE
A
SUBBASE
1.5" BITUMINOUS 1.5" BITUMINOUS
SURFACE COURSEL BINDER COURSE TYP. El -1
�qqqrwP 'Awl 4.m
`8" GRANULAR SUBBASE
COURSE
BITUMINOUS CONCRETE DETAIL
SCALE: N.T.S.
-3" BIT. CONC.
8" GRAVEL BASE
HOT BITUMEN S
EXIST. PVM'T.—
(TO REMAIN)
SAWCUT EXIST.
°°°°80 °° °°°8° °°"°°°oo /
DO °° ° }
p00Ooaoo L( EXISTING
GRAVEL BASE
SUB -GRADE
NOTE:
BASE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF IT'S
MODIFIED PROCTOR MAXIMUM DRY DENSITY TO A MINIMUM DEPTH OF 12
5 PAVEMENT JOINING DETAIL
D-1 SCALE: N.T.S.
LEVEL 1 SLOPE VAR1E5 (3.)
SURFACE TREATME
(VARIES)
75" EXPANSION
� RESTRAINT
INSTALL HI -FLOW SILTSACK
PRIOR TO CONSTRUCT0
REMOVE UPON COMPLETIOP
OF UTILITY 'INSTALLATIOt
NOTE:
FOR MODIFIED BERM THE SLOPE REMAINS CONSTANT AT 1(V) TO 12(H)
1. THIS DIMENSION VARIES WITH THE THICKNESS OF THE TOP COURSE AND SLOPE BINDER
2. SEE E401.1.1 FOR TYPICAL SECTION AT GUARDRAIL LOCATIONS
3. SEE TYPICAL SECTIONS FOR PROJECT
CAPE COD BERM MASSDOT E106.1
SCALE: N.T.S.
5"x5" P
8' PI
PRESSURE
F
PRESS
(NON CORN
r
6� SILTSACK AT CATCH BASIN DETAIL
SCALE: N.T.S.
U
cc
L
LIFTING STRAP
EXISTING/PROPOSED
CATCH BASIN
PRESSURE TREATED STOCKADE FENCE NOTES:
1. SWING GATE SHALL BE PROVIDED WITH A LOCK KEEPER, LOCK KEEPER
GUIDE, LATCH FORK, FORK CATCHES, GATE STOP LOCATED AS DIRECTED BY THE
ENGINEER.
2. HINGES, LOCK KEEPER, LATCH FORKS, AND OTHER NECESSARY FENCE
FITTINGS SHALL BE OF GALVANIZED STEEL.
3. POSTS SHALL BE SPACED EQUAL DISTANCE BUT NOT MORE THAN 8' O.C.
PRESSURE TREATED STOCKADE FENCE DETAIL
SCALE: N.T.S.
F� F >>
UPLAN DARCI-1ITi MO T S.1130M
250 E. MAIN STREET
SUITE 13
NORTON,MASSACHUSETTS
02766
T 774-430-3390
VUW VV. U PLAN DARCH ITECTS. COM
DISCLAIMER
OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND
SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL
SERVICE AND SHALL REMAIN THE PROPERTY OF THE
ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED,
IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR
PURPOSES OR BY ANY OTHER PARTIES THAN THOSE
PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE
EXPRESS WRITTEN AUTHORIZATION OF THE ARCHITECT
mlllll
?" ADVANCED
ENGINEERING GROUP, P.C.
ISSUED FOR:
PROJECT TITLE:
DATE ISSUED:
COMCAST
XFINITY
10 OLD TOWNHOUSE ROAD
YARMOUTH, MA 02664
BARNSTABLE COUNTY
DRAWING TITLE:
Tom mm
PERMIT DWG DATE: PROJECT NUMBER:
XX -XX -XX 20I M395
DRAWN BY: CHECKED BY:
SMBIJWH SNA _
DRAWING NUMBER:
D-1
Civil Engineering -Sire Development
Surveying-Teleco "icat
500 Norlh Broadway
East Providence, R102914
Tel: (401)354-2403
Fax: (401)633-6354
REVISIONS:Ax
X
NUMBER:
REMARKS:
DATE:
2
ISSUED
FOR REVIEW
7/24/19
3
REVISIONS
7/29/19
4
REVISIONS
8/01/19
5
REVISIONS
8/26/19
6
REVISIONS
8/30/19
7
REVISIONS
9/03/19
8
BOH UPDATES
9/20/19
9
ZBA UPDATES
9/30/19
ISSUED FOR:
PROJECT TITLE:
DATE ISSUED:
COMCAST
XFINITY
10 OLD TOWNHOUSE ROAD
YARMOUTH, MA 02664
BARNSTABLE COUNTY
DRAWING TITLE:
Tom mm
PERMIT DWG DATE: PROJECT NUMBER:
XX -XX -XX 20I M395
DRAWN BY: CHECKED BY:
SMBIJWH SNA _
DRAWING NUMBER:
D-1
PLANTING NOTES:
1. CONTRACTOR SHALL CONTACT DIG -SAFE PRIOR TO EXCAVATION OR PLANTING
ACTIVITIES AND DETERMINE LOCATIONS OF BURIED UTILITIES.
2. LOCATIONS OF PLANT MATERIAL ARE APPROXIMATE ONLY. CONTRACTOR
SHALL STAKE LOCATIONS OF TREES, PAINT THE LOCATIONS OF SHRUB BEDS
AND PLACE SHRUBS PRIOR TO INSTALLATION FOR APPROVAL BY THE
OWNER'S REPRESENTATIVE.
3. CONTRACTOR SHALL INSPECT TREES FOR STABILITY FOLLOWING PLANTING.
THE CONTRACTOR, USING STANDARD CULTURAL PRACTICES, SHALL STAKE
ANY TREE THAT IS NOT PLUMB OR IS UNSTABLE.
4. PLANTING SHALL BE GUARANTEED FOR ONE YEAR FROM ACCEPTANCE OF
THE PRODUCT BY THE OWNER.
5. ALL NEW PLANTING BEDS SHALL RECEIVE A 3" LAYER OF WASHER 1.5" DIA.
ROUNDED NATIVE STONE (ROOF BALLAST STONE).
CONCRETE SPECIFICATIONS
1. FOUNDATION AREA SHALL BE EXCAVATED TO THE DEPTH AND DIMENSIONS
SHOWN ON THE PLANS. EXISTING LEDGE AND ALL OTHER EXISTING
UNSUITABLE MATERIAL SHALL BE REMOVED AND LEGALLY DISPOSED OF
OFF-SITE. THE SUBGRADE SHALL BE ROLLED WITH A 1 -TON, VIBRATORY,
WALK -BEHIND ROLLER AT A SPEED OF LESS THAN 2 FPS, 6 PASSES
MINIMUM, TO PROVIDE UNYIELDING SURFACE.
2. UNDERCUT SOFT OR "WEAVING" AREAS A MINIMUM OF 12 INCHES DEEP.
BACKFILL UNDERCUT AREA WITH FILL MEETING THE SPECIFICATIONS OF
STRUCTURAL FILL.
3. CONCRETE TO HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH
(F'C)=4000 PSI. CONCRETE TO BE AIR ENTRAINED, DESIRED AIR CONTENT
TO BE 6% (PLUS OR MINUS 2%)
4. REINFORCING BAR TO BE ASTM A615 GRADE 60.
5. WELDED WIRE FABRIC TO CONFORM TO THE REQUIREMENTS OF ASTM A185.
WIRES FOR FABRIC TO CONFORM TO THE REQUIREMENTS OF ASTM A82.
6. COORDINATE WITH MANUFACTURER OF GENERATOR FOR LOCATION OF
ATTACHMENTS TO BASE SLAB.
7. ALL REINFORCING TO HAVE MINIMUM CONCRETE COVER PER ACI
SPECIFICATIONS.
8. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO LATEST
EDITION OF ACI 318 AND APPLICABLE STATE BUILDING CODE.
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TREE PLANTING DETAIL
D-2 SCALE: N.T.S.
(E)
FILL I
HARDWOOD STAKES OR
DEADMAN (TYP.)
NYLON TREE TIE WEBBING
(LOOSELY TIED)
PAINT TOP 6' OF STAKES ORANGE OR
REFLECTIVE RED TAPE
2"x2"x8' HARDWOOD STAKE
(2 STAKES PER TREE)
(PLACE WITHIN 6" OF ROOT BALL)
TREE SHALL BE SET PLUMB,
AFTER SETTLEMENT
TRUNK FLARE SHALL BE COMPLETELY
EXPOSED, SET 2" ABOVE THE
ESTABLISHED FINISHED GRADE
COVER PER LANDSCAPER PLAN
(SEE SHEET C-5)
BACKFILL MIXTURE
UNTIE AND CUT AWAY BURLAP FROM
1/3 OF ROOT BALL (MIN); IF SYNTHETIC
WRAP IS USED, REMOVE COMPLETELY
SIT ROOT BALL ON EXISTING
UNDISTURBED SOIL OR ON
COMPACTED SUBGRADE
3 BOLLARD DETAIL
D-2 SCALE: N.T.S.
BOLLARD WITH
,DE TYP.
1'9R:\QI
TREE PIT
ROOT BALL
TRUNK
EXCAVATE SHRUB BED TO REQUIRED
DEPTH AND BACKFILL WITH SPECIFIED
SOIL MIX. SOIL MIX SHALL BE
CONTINUOUS WITHIN EACH SHRUB BED
COVER PER -
LANDSCAPE PLAN
SEE SHEET C-1
HOLE
THREE TIMES ROOT BALL DIAMETER
WITH SLOPED SIDES
NOTES:
1. LOOSEN ROOTS AT THE OUTER EDGE OF
ROOT BALL OF CONTAINER GROWN SHRUBS
TOP OF ROOT BALL 1" ABOVE
FINISH GRADE
SLOPE TO FORM SAUCER
SIT ROOT BALL ON EXISTING
UNDISTURBED SOIL OR ON
COMPACTED SUBGRADE
UNTIE AND CUT AWAY BURLAP FROM
1/3 OF ROOT BALL (MIN); IF SYNTHETIC
WRAP IS USED, REMOVE COMPLETELY
SHRUB BED PLANTING DETAIL
SCALE: N.T.S.
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UPLL NDARCHITECTE.1130M
250 E. MAIN STREET
SUITE 13
NORTON, MASSACHUSETTS
02766
T 774-430-3390
WWW.UPLANDARCHITECTS.COM
DISCLAIMER
OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND
SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL
SERVICE AND SHALL REMAIN THE PROPERTY OF THE
ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED,
IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR
PURPOSES OR BY ANY OTHER PARTIES THAN THOSE
PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE
EXPRESS WRITTEN AUTHORIZATION OF THE ARCHITECT.
ADVANCED
ENGINEERING GROUP, P.C.
Civil Engineering- Site Development
Surveying -Telecommunications
500 North Broadway
East Providence, 8102914
Tel:401) 354-2403
Fax: 401)633-6354
I REVISIONS:Ax I
X
NUMBER:
REMARKS:
DATE:
2
ISSUED FOR REVIEW
7/24/19
3
REVISIONS
7/29/19
4
REVISIONS
8/01/19
5
REVISIONS
8/26/19
6
REVISIONS
8/30/19
7
REVISIONS
9/03/19
8
BOH UPDATES
9/20/19
9
ZBA UPDATES
9/30/19
sCOrrN.
ADAMS
CM&
Nm 4mM
ISSUED FOR: DATE ISSUED:
PROJECT TITLE:
COMCAST
XFINITY
10 OLD TOWNHOUSE ROAD
YARMOUTH, MA 02664
BARNSTABLE COUNTY
DRAWING TITLE:
DETAILS
PERMIT DWG DATE: PROJECT NUMBER:
XX -XX -XX 2018-0395
DRAWN BY: CHECKED BY:
SMB/JWH I SNA
DRAWING NUMBER:
D-2