HomeMy WebLinkAbout2012-06-05 Planning Board Supplemental Materials (63) LEGEND:
100
EXISTING LIGHT POLE
EXISTING CONTOUR 1. .A.T T 373,C1717371737 PROPOSED EROSION CONTROL
101 s8 PROPOSED CONTOUR 0---) EXISTING UTILITY POLE W/GUY
110 _ TOP OF BANK - - - UET - - - PROPOSED UNDERGROUND
_ " 12" w EXISTING WATER ELECT.,TELEPHONE & CABLE
0
100 YEAR FLOOD ELEVATION
U \ ��\ \ so �, 102 PW PROPOSED WATER
N I \ \ '\\ N EXISTING SEWER
I I / \ \ \ \ 30"D EXISTING DRAINAGE
BENCH MARK _ - _ \\ _ I I \ \ \ \ \ PROPOSED SEWER
NAIL IN U.P.#383 3 - ' _ - _ _ �L _\ \ \ \� PROPOSED DRAINAGE
ELEV.=60.24 N - - _58 / \ - I \\ �� \ \ A103
x35.5 PROPOSED SPOT GRADE EXISTING TREELINE
� 3 EXIST. \ ' � �
-5$- _ SPACES _ — - __ ' - _ _ _ - PROPOSED TREELINE
_ _ _ 104 TP-1 SOIL TEST PIT
EDGE OF PAVEM� - - - / ��k\ \sem 5z/ Il 1@5 106 — — EXISTING EDGE OF PAVEMENT
W T I � — k
EXISTING DMH \\ ENT \ _ _ — _ / / \s X\k\ _Q\
' I G EXISTING GAS
WRIM=58.11 �$ EDGE OF - \ I A� \ \\� - ` PROPOSED PAVEMENT AND
INV--52.01 EDGE 7 -\- �� \ I kvk \� - \ PG PROPOSED GAS
D - , \ \ \ I
CURBING
_ _ _ 7 EXIST. SPACES S \
I PROPOSED HYDRANT N PROPOSED GATE VALVE
rn WV
W / 14 WIDE \ Mw \s\ \ \ \\\ \\\ \ \\ \\� k \\ \\ 107
RIGHT-pF-WAY _ \ \
r n � _
v J N r _ �p N/F \ \ \ \ \ \ \ \f PARKING SPACES .••� PROPOSED TRAFFIC FLOW
0 9 BOSTON & MAINE . ! \ \ \ \ \ �R
n o _ sem\ = of VE RAILROAD
� 3 � � � l PqV % -so��sa� \� =`�\�� \ � � PROPOSED LAMP POLE wsu PROPOSED CURB STOP & BOX
N N/F
SUTTON
40'-WIDE / II � � - /� \� - - - - \may\` \�10� \
I REDEVELOPMENT, LLC I ACCESS & UTILTY _ \`- _ -60- \ \\\ \
UP EASEMENT �\
0 38 RAMP -59- J� \ \\\^ ``�� 109
NOTE.
EXISTING STRUCTURE \\ 1\\ \\\ , \4
z
#22-24 2 EXIST. SPACES s9\ EXISTING \ I \ / \ \\\\��4�\ 110 THE WETLAND BOUNDARY DEPICTED ON THIS
x — I Es \ (to be GARAGE \ L 20 I \���5��\\iso A '�` PLAN WAS FLAGGED BY GREG HOCMUTH IN
LU -l_ RAMP \ �F + razed) \R�l\2s'�9' 1 i \�\mss; S' \�\\ 111 AUGUST 2011.
01 S6
EXISTING DMH I o / o \ \ /�
RIM=59.37 3 I 11'-WIDE ACCESS ^ I EXISTING PAVEMENT / \ / / �� r ��� ��\ \
INV=53.87 N / & UTILTY EASEMENT / REMOVE TO BE REMOVED ` ��
o` FENCE
_ LOT AREA
c�
I D - 11'-WIDE ACCESS & UTILTY EASEMENT x \ 112
Ld — — \
Z U W \6'� _ \\ 24,776 S.F. \ I MW_ 9y40zhe\\\\\\� aa
x TO TIE LINE5.00" \ \
I N ` BREAK AWAY ® 1 EXIST. SPACE I / " \ � \\\\\ x Ln
x o REALTY w \ TP-1 ham/ \ / hI, / �� s
w _ / / FENCE �' S
/ TRUST W }� �i /� �/ / // / 113�r
\ L�
W G 'So / G EXISTING STRUCTURE I ato 50'
/ I / / N
/ #28-30 —I- 0- Z EXISTING GAR GE TOISBE REMOVED
TING ENT -3 / /
EXISTING SMH / f to \ / TP �/ /'' BUI�p No
RIM=60.78 3 _ _ ti x be razed) \ / ( ( ( ! ( ( A114 1 O
INV=53.10 OUT 'd / \ I TP�\2 \ I
I / _
/ \� V,rr,
1 < Ln
L4 0, �0_ -2�
I rn
11'-WIDE \ \ I \ 1 �\� - \ \115
� \ \ I / ACCESS & UTILTY EASEMENT / J1. �'' \ \ �
#387 / / X X- -X=7C= X X__ —— RET. WALL \\ 1 J 1 \ \\ \ \ \ "\\�\��\�I p o ���0� ITE
UP X 6 EDGE OF TREES
/ I — -64— _ \
c' �N FENCE X�X�X _ - - - - - _ -ss� \ \ \ \\ \ 56 \\
—62 -sow \ \ s� \ \ \\ \ 116 G�
N 84'42'00" W
\ 1 s
\ EDGE--OF TREES BRICK \\ II,1 �\ S".
N1 I FIREPLAC� �
EXIST. EDGE OF PAVEMENT
N \
SH2so.00' \ (to be removed) \!
z � r ED � � _ 117
N/F 01\ / I \ \ �/ / \ Q
� 855 REALTY TRUST
1
G N F
/ / I \ 8t ,� 100-YEAR FLOOD
z \ / I 1
_ w —�
DAM T.
PHU DAMT. PHU
NF I 1 r \ O` `� ELEV = 50.0
C' c� " z Q NGUYET Q. PHAM AND I \ -58-� \ \ \ \ \ \ ` 11 LOCUS PLAN SCALE. 1"=1500'
N 0- 3 NGUYET Q. PHAM
C' < \ 50 N \ \ \ \ \
0� \
N \ \ \ \ \ \ 1
X N/F
w VASILIY MOLLA
3
\o 1 119
SAUNDERs
NOTES:
STREET �
EXISTING CONDITIONS PLAN
I
" PONDVIEW"
1. THE SITE IS SHOWN ON TOWN OF NORTH ANDOVER ASSESSOR MAP 5.) EXISTING CONDITIONS WERE OBTAINED FROM AN INSTRUMENT FIELD 26 MAIN STREET
28 PARCEL 143. THE PARCEL IS WITHIN THE INDUSTRIAL-S ZONING SURVEY CONDUCTED BY ANDOVER CONSULTANTS, INC. IN AUGUST 2011. NORTH AND 0 VE R , MASS.
DISTRICT AND WITHIN THE DOWNTOWN OVERLAY DISTRICT. TOPOGRAPHY BASED UPON 1929 NGVD DATUM.
2.) RECORD OWNER IS: BENCHMARK: SPIKE IN UTILITY POLE #383S, ELEVATION=60.24. PREPARED FOR: JEFFCO, INC.
REAR LOT, LLCDATE: January 19, 2012 REV: May 10, 2012**
6.) THE LOCATION OF EXISTING PIPES, CONDUITS, AND OTHER UNDERGROUND
24 MAIN STREET STRUCTURES OR UTILITIES ARE SHOWN ARE BASED UPON EXISTING SCALE: 1 "= 20'
NORTH ANDOVER, MA 01845 RECORD INFORMATION AND ARE NOT WARRANTED TO BE CORRECT, OR
THAT ALL SUCH FEATURES ARE SHOWN. THE SITE CONTRACTOR SHALL
BE RESPONSIBLE FOR VERIFYING ALL UNDERGROUND UTILITIES,
3.) THE LIMITS OF WORK SHALL BE STAKED OUT AND HAYBALES AND STRUCTURES, PIPES, ETC. PRIOR TO CONSTRUCTION. THE SITE a n d o ve r
SILT FENCE INSTALLED PRIOR TO THE START OF CONSTRUCTION CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR CONTACTING DIG-SAFE, consultants
AND SITE CLEARING. IN COMPLIANCE WITH THE REQUIRED TIMELINES, AND FOR ALL
NECESSARY PRE-MARKING PRIOR TO COMMENCING AN DEXCAVATION inc.
4.) DRAINAGE STRUCTURES SHALL BE CLEANED AT THE COMPLETION OF ACTIVITY. 1 East River Place
THE CONSTRUCTION PERIOD AND ALL STORMWATER FACILITIES 7,) PROJECT PROPONENT: "Revised May 10, 2012: exist. parking space label Methuen, Mass. 01844
MAINTAINED IN ACCORDANCE WITH THE OPERATION AND JEFFCO, INC. "Revised May 2, 2012: none this sheet O 20 40 60 80 Ft.
MAINTENANCE SCHEDULE THEREAFTER. PO BOX 802 "Revised April 17, 2012: peer review comments
ANDOVER, MA 01810 "Revised April 2, 2012: existing parking, proposed traffic flow
P: \11\11-28\DWG\SITE PLAN-FIRE DEPT.DWG "Revised March 12, 2012: peer review comments SHEET 1 OF 4 0 5 10 20 Meter