HomeMy WebLinkAbout2013-04-02 Planning Board Supplemental Materials (122) DRAINAGE PIPE SCHEDULE
MAP 75 LOT 1-B _ _ FROM: TO: 25
/F CITY OF LAWRENCE / �� STRUCTURE PIPE TYPE OF APP ROX SLOPE STRUCTURE
AIRPORT COMMISSION NUMBER SIZE PIPE LE PE OF PIPE NUMBER � O
492 SUTTON STREET (Inches) feet (ft/ft) 4950 \
ORTH ANDOVER, MA 01845 / CB-1 12 HDPE 58 0.005 DMH-1A G� A
RD-1 6 CI 75 0.005 UG. INF. SYS-2 �� o
RD-2 6 Cl 95 0.004 UG INF. SYS-2
DMH-1A 12 HDPE 12 0.020 DMH-1 R.F. COND
MAP 35 LOT 19 DMH-1 12 HDPE 30 0.023 UG INF.SYS-1 AIRPORT
DMH-4 12 HDPE 34 0.021 UG DET. SYS-1 \
28,127 Sq.Ft. w= a .
El �~� � 0.646 Ac.t / /// UG INF. SYS-1 15 HDPE 10 0.000 OCS-1 CCq,P
BOW=147.51
OCS-1 15 HDPE 10 0.01 HW-1
W= f T W=1 t
BOW=147.51 BOI147.0t / �ERaN PIPE OWS-1 8 PVC 14 0.005 UG INF.-4 OLD GREAT POND ROAD
FOUND
UG DET.SYS-1 24 HDPE 0 0.000 OCS-2 ST WE
- m`�._ .,�°� �. O OCS-2 12 HDPE 18 0.005 DMH-3 lCHEWICK
. __
ZONE LINE I Z m-1 s cl 2 0.05o UG SAND FIL
�,. . --� �X' 1' 1 F°pry hV 3 -- ! �... . . ONE""IN�U TRj�T TD-2 6 Cl 3 0.033 UG SAND FIL. g
�`9^ ,nF �m�` •,`5�' -� . ��� �j-.mil
TOW=146.0 c� --now �! TD-3 6 CI 5 0.010 DMH-1A CHAD o
OW=145.0± �� ( q - B-,Z ZEN TD-4 8 Cl 5 0.010 DMH-2 o S WICK
\ I � E-BU,S'INESS _ ��
w x,�g' UG SAND FIL. 12 HDPE 5 0.010 DMH-4
149.00o� � DMH-2 8 CI 38 0.004 DMH 2A SITE
147.50 p -
�Pp < . calm >t �, :� .., 25 is CE 3t` c 1� DMHH 2A 8 CI 23 0.005 OWS 21 EX f
148.50 '� \ D1S�R ,' � 1��a 44
133
Al 1 �' 7 40 0 DRAINAGE STRUCTURES
�.
( � ' `, � �� �-' DMH-2 PROP. UNDERGROUND
TAW-151).�� � I ;^ .�..�.r-`�4j..,� ,� � CB-1 25
BOW=147.5f # �k _' ,e ��• RIM=146.30 ( )
a RIM=145.00 INFILTRATION SYSTEM-1 UG INF.SYS-1
148 '` `° 4`1° / INV.OUI143.03 INV.IN=142.50 (12)-15"0 PERF. HDPE PIPES �4C
1. y0��0 INV.OUT=142.50 (ESHWT=140.00) y�S
1p0 gUF \ O �� �,,,..--/ DMH-1 DMH-2A 30 LF/ROW @ S=0.000 FT/FT LOCUS PLAN
a'< O 1 / / RIM=146.35 BOT. STONE=141.67
PROP. 60 LF a o 147.21 DMH-1A Tp_3 ti, RIM=146.00 F NOT TO SCALE
LANDSCAPE WALL 146.80 x I ( INV.IN=142.50 (DMH-1A) INV. PIPES=142.00
«fb ( � O / " INV.IN=142.35
�t ,FES-1 & OUTLET APR MAP 35 LOT 29 INV.OUT=142.44 (6 LOW FLOW) INV.OUT=142.35 INV.'S IN=142.00f
d x CB-1 147 f j f N�F TIAM REALTY LLC / INV.OUT=142.69 (12" OVERFLOW) INV. OUT=142.25 (12'� NOTES
__-` RD 1 a 46.71 _ -i SEE DETAIL SHEET)
1 7 RIDGE HILL WAY DMH-3
`4 C.O. \ -+ 4 t *DMH-1A
INV.-144:38 H-1 x = -�- / RIM=141.95
ds+ e BOW-144At ANDOVER. MA 01810 RIM-147.50 PROP. UNDERGROUND 1) ALL SITE DRAINAGE PIPE SHALL BE CORRUGATED HIGH-DENSITY POLYETHYLENE PIPE WITH STANDARD JOINTS,
-- - - INV.IN=135.62 (EXIST. 12' DUAL-WALL, SMOOTH INTERIOR AS MANUFACTURED BY ADS, INC., OR APPROVED EQUAL, UNLESS OTHERWISE
-148-- _ --' DM 11�•� 1� Y INV.IN=142.74 (CB-1) INFILTRATION SYSTEM-2 (UG INF.SYS-2.)
147.00
C D.S D S TP, 32-3 ; / INV.IN=135.72 (PROP. 12") NOTED ON PLAN.
BOW-148 Ot t 146.50 ; h° TOW 146°0± INV.IN=145.35 (TD-3) INV.OUT=135.62 (EXIST. 12' (ESHWT=142.00)
y RD-1 RD-2- BOW=t,43.01 INV.OUT=142.74 "
INV.=144.5 O \ / �• 6 �? (11)-15 PERF. HDPE PIPES 2) ALL ROOF DRAIN PIPE SHALL BE 6" PVC(SDR-35), EXCEPT WITHIN 10 FEET OF A BUILDING FOUNDATION WHERE
MAP 74 LOT 6-1/6-4 = ti= DMH-4 30 LF Row O S=0.000 FT FT
BOW=146.41 147.16 x ���8 TD-1
/ / CAST IRON PIPE SHALL BE USED.
RIM=146.80 BOT. STONE=143.67
N/F LANDERS FAMILY TRUST ' 146.1+ s-1 ---- RIM=141.45 INV. PIPES=144.00
40 COURT STREET l °`' RD- 146.70 ,, �� INV.IN-137.80 (SAND FILTER) 3) ALL SANITARY SEWER PIPE SHALL BE PVC (SDR-35), UNLESS OTHERWISE NOTED.
PROPOSED {. `> INV.IN=144.65 (UG INF. SYS.-2) INv.IN=144.00 (ROOF DRAINS)
INV.OUT=140.45
NORTH ANDOVER, MA 01845 a t46.6o = - &. --- "` J $ INV.OUT=137.70 INV.OUT=144.75 4 ALL WATER PIPE SHALL BE COPPER, UNLESS OTHERWISE NOTED.
[ DONUT SHOP O +� ROP. UNDERGROUND-1 TD-2 )
' ' RIM=142.90 (SEE DETAIL SHEEP)
WITH DRIVE-THRV I 4 RIS RS TOTAL TEM INV.OUT=140.45 3,000 GAL OIL/WATER SEPARATOR-1 5) ELEVATIONS ARE BASED ON NGVD 1929 DATUM.
MAP 74 LOT 6-2 \ _ I j RIM=145.50 PROP. UNDERGROUND
2250 ,SF _GFA 0 H 20 CLEANOUTS TOTAL
N/F DENNIS DRINKWATER '� = '° a , �� SEE DETAIL SHEET NO. 8 TD-3 INV.IN=142.33 DETENTION SYSTEM-1 (UG DET.SYS-1) 6) ALL PROPOSED ELEVATIONS AS SHOWN ARE BOTTOM OF CURB ELEVATIONS, UNLESS OTHERWISE NOTED.
13 OLD SALEM PATH I ( �'� o FF-1 X7.116 DMH2A RIM=146.90 INV.OUT=142.08 (4)-24"0 SOLID HDPE PIPES
&° - j '` INV.OUT=145.40 65 LF/ROW O S=0.000 FT/FT 7) ANY UTILITY FIELD ADJUSTMENTS SHALL BE APPROVED BY THE LOCAL AUTHORITIES AND THE DEVELOPER PRIOR TO
MAGNOLIA, MA 01930 . 6 FES-1 INV. PIPES=137.00
1P I _ 146.00 "el_ �' INV.=142.10 INSTALLATION.
v INVERT 143.5 / TD-4 INV. IN=138.00 (DMH-2A)
MAP 74 LOT 6-3 �..__-•--'- '4 f x`�. L m RIM=144.50 INV.IN=137.00 (DMH-4) 8) THE LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR IS TO VERIFY EXACT
__.
146.61 -1 # INV.=143.50 (EAST) INV.OUT=136.00 (24'� LOCATION PRIOR TO CONSTRUCTION. THE CONTRACTOR IS TO NOTIFY THE DESIGN ENGINEER OF ANY
LANDERS BUILDING CONDOMINIMUM - &q 147.16 I I
1 -s _ PROP. 3,000 GAL OIL/WATER INV.=142.55 (WEST) SEE DETAIL SHEET) DISCREPANCIES. CONSTRUCTION SHALL COMMENCE BEGINNING AT THE LOWEST INVERT POINT OF CONNECTION
40 COURT STREET � PROP. UNDERGROUND _. \, 1 I- E / ( ( )
'`�� w �_ .3 SEPARATOR 1 (S=0.0156%) AND PROGRESS UP GRADIENT. PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND
- DETENTION SYSTEM-1
NORTH ANDOVER, MA 01845 4 RISERS TOTAL 1 " - - - -----` SEE DETAIL SHEET NO. 8 , OUTLET CONTROL STRUCTURE-1 (OCS-1) INSTALLATIONS SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION.
4 CLEANOUTS TOTAL e - 44 - -- X13-� ! / ' DMH-1A SHALL BE RIM=145.50
\ SEE DETAIL SHEET NO._8� `1 0 146.88 ! " CONSTRUCTED WITH 4' DEEP INV.IN=142.20 9) ALL CONSTRUCTION SHALL CONFORM TO NORTH ANDOVER DPW AND ALL APPLICABLE STATE AND FEDERAL
61 p� � 144 50- 'j �`� SUMP & HOODED SNOUT OUTLET. NV.OUT=142.20 STANDARDS.
' �.� (SEE DETAIL SHEET)
_ r a- = d �, .B6W=143.Of ,� 10) THE CONTRACTOR SHALL CALL AND COORDINATE WITH DIG-SAFE (1-888-344-7233) PRIOR TO COMMENCING
r - I � 147.16 �� _ OUTLET CONTROL STRUCTURE-2 (OCS-2) ANY EXCAVATION.
BOW 146.51 j SPOU =
f -. � t ;, x `' xa RIM 143.50
s z r. � -x� \ row' INV.IN-137.00 (24') 11) ALL WATER AND SEWER CONSTRUCTION SHALL CONFORM TO DEPARTMENT OF PUBLIC WORKS SPECIFICATIONS.
•. ti
INV.OUT 135.81 (12-)
� _ 6 ' r�r . + �� \ j I __ ��.„•- (SEE DETAIL SHEET) 12) ALL ELECTRIC, TELEPHONE AND CABLE TV LINES ARE TO BE UNDERGROUND AND INSTALLED IN CONFORMANCE
!
WITH APPLICABLE UTILITY CO. SPECIFICATIONS.
€ .. r "- 143.90 ! x
UG SAND FILTER
PROP. UNDERGROUND _ n �.' � "325' NO DISCHARGE ZONE RIM=144.00 13) THIS SITE WILL NOT REQUIRE A USEPA NPDES PERMIT FOR STORMWATER DISCHARGE FOR THE SITE
INFILTRATION-SYSTEM-2 • a�. 143.40 SEE NOTE 13
� „ ; � , � � a 1143.40 ' .-��
!� 4 RISER3�TOTAL INV.IN=140.35 (TD-1) CONSTRUCTION SINCE THE DISTURBANCE DOES NOT EXCEED ONE ACRE (ACTUAL DISTURBANCE = 30,000 SF).
TF
F:18 CLEANOUTS TOTAL. - �. • INV.IN=140.35 TD-2)
I P ' . . �. = UT=137.85 14) THE CONTRACTOR IS TO COORDINATE WITH THE NORTH ANDOVER DPW REGARDING WATER PRESSURE AT SERVICE.
&� �'� � SEE DETAIL SHEET NO 8 �- � � � INV 0
x -- - - -
x x" ti i II - rn 112_1 BOW=142.gt T \ , THE CONTRACTOR IS TO VERIFY IF PRESSURE REDUCING VALVE IS REQUIRED.
INV.IN=138.11 '~ 1 r ` x 146.70 143.90 '
_ 15) ANY UTIU71ES TO BE TAKEN OUT OF SERVICE SHALL BE DISCONNECTED AS DIRECTED BY UTILITY COMPANY AND
t P d \ �, RIES=138.44 NORTH ANDOVER DPW.
TOW/ ® _ �O Vi=143.51 ,` ' ;: 1. � xe INV.=134,90
°NV.€UT=139.90 / ��• - ea 144 � _= 144 � \ c
X• ti ,� • -- - , a � -1 � � IM-138 SHELF=135,32 ,
/ 16) ALL WORK WITHIN THE 100 WETLAND BUFFER ZONE SHALL BE PERFORMED IN ACCORDANCE THE ORDER OF
3iC _._ - - - • Ev, v`E --- I ^ I�V.IN=134,27 (W) CONDITIONS AS ISSUED BY THE NORTH ANDOVER CONSERVATION COMMISSION AND D.E.P.
- -- - - S1 > -
1 `` RIt=138.90 --�-�-._ INV IN-134 14(E
�• TD-2 .k. - �.
�� �� --- - - jNV� 1.x.,,3:
T"1 RfxX. INV.=133.55 IM/.OUT-134.01(S)
•, e17 ALL ADA ACCESSIBLE WALKWAYS CANNOT EXCEED 5% RUNNING SLOPE AND 2% CROSS SLOPE, RAMPS CANNOT
�gt� IRON PIP-,-,,_ . ✓ ) 2% CROSS SLOPE, AND HC
OCS-2 ., � � � 12°°RCP �1 AISLES CANNOT
c}I FOUND
ROP EXCEED 2%3SL0 ENIINNANYLDIP DIRECTION. PRIOR TO CONSTRUCTION, CONTIRACTOR SHALL NOTIFY SENGIN ER OF ANY
I -`� _ ! -® -- DISCREPANCIES.
-- _ _ , IPS 116.74
r BOW 141 edit 140.54 �' I N '�' Oz I E
4
� ,., M. „��° '{i •a,. c ,7.' �� � _- -�� A^� � - - .aF Nei ,��'• i ��
�� PEPS'. �� -^°•- � """'w '-^. ---
�= • � ' - _G _ ---- _ G 18) REFER TO THE OPERATION & MAINTENANCE PLAN AND LONG TERM POLLUTION PREVENTION PLAN FOR
X11
REMOVED-- -G� ti� - v -- - G_ - � 2 -J --__ J6 ,`� -- -- 1I STORMWATER MANAGEMENT MAINTENANCE.
EXISTING TREE ---°- •
t 12980' _ - g v 9 TOW=147 3f' �� _ - R _ 12'°RCP - _ _ _ - % t
: "a .� ' B 1d6.O:V1-APPROXI TE LOCATION OF-fl
- -
IM=142.0 �� �h�
``*. '*-�:. == -•.-�-~ - r�'*• _ ---- EEL GAS-FW-
12
A, v
_..w.,�---�--INV.iN�°135 52 �EfCtST'N="� &" hr� ST 5-y°1-
`-- -`- - -- -.. � ° _ - xlsT' a - ��,�, ..�",': f -•__._,__ -W-.'__--- --.,- z"RCP 11 _._. �` _ _' = = == THIS IS TO CERTIFY THAT TWENTY 20 DAYS HAVE ELAPSED
_L _ - � � _-;N EXISTINO bRADE PROP. SAND FILTER i 1 -13 .33 ISTING GRADE!AT q ( �`�' -----___ , h�tih
,X--" I =142.•7 c;; AT DRNEWAY SEE DETAIL_.SHEET N0. 9 \ INV.eN=132. 5 (I;'DRNEWA €..,1 44-fes " PIS=136.36-� -\-u 1 - FROM DATE OF DECISION FILED WITHOUT FILING OF AN APPEAL.
`-RIM=142.08 - ( ENV.IN=133.62(FES} 1 x,P*6- PVC S,£z�;'.v._ - y- \ ---` -- 1�
ENV.EEV •139.23 X, e � \INUT=130.00 INV.=133.11 REM-138.39
INV.OUT=139.23 y INV SN 138.08 7+C)J - _ aF S
ti 9� SUMP=13(7,85 4.z
Ii
"� INV IN 135.22 ACROSS ST.' - y1 �4 s, / EfdV.IN=133,86(Iv)
IP;V.Ou1=138.92 ` x �_ __.._ _= m __ / rt~� :� h� INV,EN=13D.79(W) 1 DATE:
- OSGOOD STREET -�- - _ _, _ - _ - E3+00INV.OUT=1 .!.79 - E�>
BASELINE �! -=---, - _ ENV.C?UT=130.79 e iI
- kms 1961 ALTERATION ,� (PUBLIC-VARIABLE WIDTH R.O.W.)
i 1� MASS HIGHWAY ^, 8 ��
f' LAYOUT NO. 5078 x ', --� � �' -,.`f`" = ? = - � TOWN CLERK:
` _ Ex ST. 5 VICE
1 PROPOSED_DMH-3 - - - __ _. __._ _ �,._- �- - _ _ + / - - _ _
CONSTRUCT ON EXISTING_ DR O_UNE - �� T _ ; -` --"- r , 1f I ��, -� s APPROVED BY THE TOWN OF NORTH ANDOVER PLANNING BOARD
t ------ _ �__ __`l
X� �,�.- + T - .;�.. _"• n. ® �- - - T- I _ 9�'`-- RIM=138.07 W tt�-"_ SNC__-_� t.
R9M •'14i.3i a `_- �� -a 0� ENV.=13.,x.00 W^ -----®
ENV.CUTA138.47 ¢"--•__. "_-- ~= �p 344 i - T � i�' f� ¢r
_ - N
�� -_�_-_ T_ DATE
00
�' 7• �.,.,.,. _.- ,__
MECO ____ ��----�-__ ----- ' FILED
#3013/170 T
:` MAP 35 LOT 50 %
f` - " MEC 3°15
N/F OSGOOD PROPERTIES, LLC �� ■ �� ; i I 'T" sa= ='=- y `- � "� �; HEARING
865 TURNPIKE STREET MAP 35 LOT 20
,.
NORTH ANDOVER, MA 01845 , I L
5 REVISE PER CONSULTANT COMMENTS MSG 3/19/13
r , , I ISI 4 REVISE PER CONSULTANT COMMENTS MSG 3/1/13
�1 N
3 REVISE PER CONSULTANTS COMMENTS MSG 1/23/13
/ / I
2 REVISE PER CONSULTANT COMMENTS MSG 1/9/13
t.C)
LEGEND 1 REVISE PLANS PER COMMENTS MSG 12/7/12
r
NO.1 DESCRIPTION BY DATE
UTILITY POLE - - OVERHEAD SERVICE WIRES
REVISIONS
® DRAIN MANHOLE °SY` DOUBLE SOLID YELLOW LINE
O SEWER MANHOLE SSWL SINGLE SOLID WHITE LINE GRADING & DRAINAGE PLAN
FOR REGISTRY USE ® TELEPHONE MANHOLE SIGN
ASSESSORS MAP 35 LOT 19
❑ CATCH BASIN OBSERVATION WELL 1018 OSGOOD STREET
WWATER LINE '1 TREELINE NORTH ANDOVER, MA
PREPARED FOR:
_ GAS LINE JFJ HOLDINGS, LLC
O� G SAp,6- 't1f WATER VALVE ``` CONTOUR ELEVATION
FIRE HYDRANT
751 MAIN STREET, SUITE B GV GAS VALVE �--�- MEET EXISTING GRADE P.O. BOX N
SANFORD, ME 04073
C.O. PROP. CLEANOUT --� PROP. SPOT ELEVATION
'tee 44 Stiles Road, Suite One
PROP. CONTOUR ELEVATION M r . �w Salem, New Hampshire 03079
0 GRAPHIC SCALE u , c6-1 ■ PROP. CATCH BASIN - _ != = (603) 893-0720
a a PROP. SILT FENCE
Fs DMH-1 0 PROP. DRAIN MANHOLE ENGINEERS • PLANNERS • SURVEYORS
20 0 ,o +
I I I TOW TOP of WALL ELEV. MHF Design Consultants, Inc. www.mhfdesign.com
J PLANT 001 SMH-1 • PROP. SEWER MANHOLE DRAWING N0.
DIG SAFE BOW BOTTOM OF WALL ELEV. SCALE: 1"= 20' DATE: OCTOBER 19, 2012 3053SP.DWG
0 MA 888-DIGSAFE DRAWN BY: CHECKED BY: PROJECT NO. SHEET NO.
IN F'EE'D NY 1-800-962-7962 04PROP. GATE VALVE
f i inch = 20 ftCCC MSG 305311 4
CT 1-800-922-4455