HomeMy WebLinkAbout2012-05-01 Planning Board Supplemental Materials (40) LEGEND:
100
EXISTING LIGHT POLE
EXISTING CONTOUR 1.• . . , ., , .• .• • •. . PROPOSED EROSION CONTROL
101 s8 PROPOSED CONTOUR 0---) EXISTING UTILITY POLE W/GUY
110Q— TOP OF BANK - - - UET - - - PROPOSED UNDERGROUND
ELECT.,TELEPHONE & CABLE
12" W EXISTING WATER I —
' \ so 102 PWPROPO SED WATER 100 YEAR FLOOD ELEVATION
\ ` EXISTING SEWER
00 _ I I / \ \ \ \ E 30"D OD EXISTING DRAINAGE
BENCH MARK I f - - - I I �\ \\ \ \ \ "� PROPOSED SEWER
NAIL IN U.P.#383 _ �� _ \ \` PROPOSED DRAINAGE
ELEV.=60.24 N — — 5s_ _ / I \ �� \ 103
- - - / - - - _ I I\ \ \ \ EXISTING TREELINE
x35.5 PROPOSED SPOT GRADE
� 5 EXIST. — \ � \ �
—58` SPgCES - - _ ' - _ _ _ _ X104 TP-1 SOIL TEST PIT PROPOSED TREELINE
EXISTING DMH EDGE �- — _ — — — — _ _ X
LLJ
RIM TING OF PAVEMENT \�~ _ � — / ��k �s I I� \ —
\ INV=52.01 / 1e5 106 EXISTING EDGE OF PAVEMENT
� � _ � _ / \ I \sem X \52 G EXISTING GAS
EDGE OF TREES 7 \ �s Xv PO PROPOSED PAVEMENT AND
Ei D I / X� I \ � PROPOSED GAS CURBING
_ — _ — _ 7 EXIST. MW \ ' .
J �s I s\ \ \
SPACES \ \\ s\ \\ \\ \\\ \ \� \ \ \ 107 PROPOSED HYDRANT N PROPOSED GATE VALVE
r n r W 14 WIDE RIGHT-OF-WAY I \\ Mw s\ \ \ \ \f \ \
v J 1 _ N/F \ \ f O � PROPOSED TRAFFIC FLOW
0 �, o o X59 \ BOSTON & MAINE ��\ \\\ \\ \\ \\ \\ �s 5 PARKING SPACES
I 1 3 0 - _ s11\ EDGE OF 1 RAILROAD \S \ - - ,���� \ \" PROPOSED LAMP POLE wsu
vi _ \ PAVEME sow�Se� - ��� \ \ PROPOSED CURB STOP & BOX
SUTTON 40'-WIDE �D
I ` \ \� J
UP REDEVELOPMENT, LLC ACCESS & UTILTY s \ 60— �,�
38 EASEMENT RAMP \ a� �\
CD EXISTING —59— \ I �" x ,109 \ NOTE:
STRUCTURE
#22-24 2 EXIST. 111p\ �4a
Z SPACES EX/ I / \�\�\s\� 110 THE WETLAND BOUNDARY DEPICTED ON THIS
� STING � \
x - \ (to be GARgG \ I \\ \ �� \\\ so 4�, , PLAN WAS FLAGGED BY GREG HOCMUTH IN
RAMP \ �c j+
razed) E ` \R_-�63 S' \ I ����S 4 3 \ 111 AUGUST 2011.
I F. o \ \ \ s
in F
EXISTING DMH
RIM=59.37 3 I 11'-WIDE ACCESS \ EXISTING PAVEMENT
INV=53.87 iv / & UTILTY EASEMENT / TO BE REMOVED
s
REMOVE �' �I �� \\ w� \�\ 01\
_ _ �` LOT AREA \ \ \
c�
I D — 11'-WIpE ACCESS & UTILTY EASEMENT \ \ I \\ - S 714,0
\l \ \ \ \\LU
,L 112
/ X \\ 24,776 S.F. \ I
MW 9 ,"
TO TIE LINE ° 9 \\� r n
x \ \
\ BREAK AWAY ® 1 EXIST . \ \ \SPACE
I \ / \ /Soo \ U
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57< EALTY
TP-
Lu o\ TRUST \\ o \\\ \ �� 1 i \ FENCE C
U \ N o / 113�j \
Z / 5p, ��
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W
G "So _ EXISTING STRUCTURE U
� �G - #28-30 (\ I � Z EXISTING PAVEMENT \ / //,No B
EXISTING SMH / —1-,� EXISTING GARAGE TO BE REMOVED \ / UVEL I
RIM=60.78 3 _ ti \\ X (to be razed) ` �� TP-3 / TP�\2 /� I/ I/ I/ ( i (/ (/0114 I t O
INV=53.10 OUT / / \ I \ v
it C-4
\ I \ NG \
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11
\ � -WIDE ACCESS & UTILTY I �s � \r � •11
EASEMEN 2/ \ \ \115
UP _X_ X= _x �� RET. WALL \ EDGE OF TREES ITE
#387 / , - x—x—x—x-__x=__ \ ► \\ \ \\ \ \ \\ \`\�� \ \ o Safi
,N FENCE x—x—x� - - -60- � � \\\ \� \ \ 56 \y���\�� \\\\ \\ �PAS�� 9�
116 ti
D� �F�
x X=X-� X// \\ \ EDGE ,OF TREES \. I BR CK\ \ \t D `r
N 84'42'00" yy _ sT
EXIST.
EDGE OF PAVEMENT \ \ \ I\ FIREPLAC�
Z N SHED 260 00 _ \ (to be removed.)�\ \
' 117
N/F '/ /�y
855 REALTY TRUST I \ �/ mss,, /
Q G �� N/F // / \
_ DAM T. PHU N/F 1 \�� / ;N\ \ 8't i,1i, 100-YEAR FLOOD
Q ,� AND DAM T. PHU I -56_ / 1 I \�\ \'\ \ ;` ELEV = 50.0 LOCUS PLAN SCALE: 1"=1500'
c� 0 z 3 NGUYET Q. PHAM AND I \ \ \ \ \ ` , 11
N a Q NGUYET Q. PHAM
8
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Z N F \ \ \ \ \ 'kill
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N VASILIY MOLLA \ \ \ \ \ \ \
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SAUNDERs
STREET EXISTING CONDITIONS PLAN
NOTES: »
\ 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.
DATE: January 19, 2012 REV March 12, 2012**
REAR LOT, LLC 6.) THE LOCATION OF EXISTING PIPES, CONDUITS, AND OTHER UNDERGROUNDSCALE: 1 "= 20' REV April 2, 2012**
24 MAIN STREET STRUCTURES OR UTILITIES ARE SHOWN ARE BASED UPON EXISTING REV April 17, 2012**
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 Methuen, Mass. 01844
MAINTAINED IN ACCORDANCE WITH THE OPERATION AND 7.) PROJECT PROPONENT:
MAINTENANCE SCHEDULE THEREAFTER. PO BO , INC. ** 0 20 40 60 80 Ft.
PO BOX 802 Revised Apri 17, 2012: peer review comments
ANDOVER, MA 01810 **Revised April 2, 2012: existing parking, proposed traffic flow
P: \11\11-28\DWG\SITE PLAN.DWG **Revised March 12, 2012: peer review comments SHEET 1 OF 4 0 5 10 20 Meter