HomeMy WebLinkAbout2003-04-08 Predev.Grading & Drainage Plans 3
2
LAKE
CMKWWCK
-162 LAWRENCE
MUWPAL
ao NRPOA7
06 OLD tLARK ST.
GENERAL ZONE "k�' uavoRr SIT E
WATERSHED PROTECTION 4
-DISTRICT
N%
d1f
(APPROk, LOCATION)
"J d4
12
PORTION OF
01 495 13
B MAP 74 LOT I- p,
LoCAtT MAP
A**
At'
\\ z __
Ae
40
oor--
APPROX0AIF LOCATION 0"
Of EPSILO
N ASSOCIATES. EI 6t.'C. D41A ROT (TYP.)
te:1,
59 NOTES:
.A r -N\ R Ale,
�wl 'e 1) ZONE: INDUSTRIAL- 2 (1-2)
MNWIJM LOT SIZE: 80,000 Sq.rt.
4( MINIMUM LOT FRONTAGE 150 ft.
SETBACKS:
Front 50 ft
41 o Side
NO I:t'Rear
REFER To THE TOWN Or NORTH ANDOVER ZONING oRoiNANGE FOR
Al Isn VERIFICATION. ADDITIONAL RESTRiCTIONS AND PERMITTED USES
r 2) LOCATION OF UNDERGROUND UTILITIES IS APPROXIMATE ONLY.
ADDITIONAL UNDERGROUND UTILITIES OTHER THAN THOSE SHOWN
MAY BE ENCOUNTERED,
0
.E-4yyo 3) ELEVATIONS SHOWN HEREON ARE BASED ON NGVD 1929. CURB
ELEVATIONS SHOWN ARE AT THE TOE OF CURB, CURDS ARE
Apo 0
14,IsA .501+. HIGH.
w
00100111- W"
' 1m.
A10 10 --
IRQaR w
77
C)
_. .. 1
�
/Z
l$IRPORT ENTRANCE DRIVE
PLAN REFERENCES:
1) NORTH ESSEX REGISTRY OF DEEDS (WER.O.) PLAN $4250
2) N,E.R,D. PLAN 11524.
01 3) N.E.R.M PLAN #566.
IV, -MW
4) WERA), FILED PLAN #20 (AUGUST 1917 LAYOUT OF CLARK STREET
NI t� —162 AND A PORTION OF SUTION STREET, COUNTY LAYOUT No. 2215).
'P
STANDARD USC&GS DISK 5
STAIAPED B35 1965 SET INSIDE
4"IRON PI
ELEVATION
avoff-15328 �;151125 (um 1921):
91
PREDEVELOPMENT DRAINAGE
NORTH ANPOVRR BUSINESS CENTER
ASSESSORS YAP 74 LOT I-B
540 SUTTON STREET
NORTH ANDOVER, MASSACHUSETTS 01845
PREPARED FOR:
LEGEND LIGHTHOUSE REALTY TRUST
m+ UTILITY POLE w WATER LINE 109 OWE RIDGE ROAD
NORTH-ANDOVER, kta.SSACHUSETTS 01845
(0) DRAIN MANHOLE YY WATER VALVEwwww 103 Stiles Rwd Sullo One
12-- Iern,Name Horn�shlm 03079
SEWER MANHOLE FIRE HYDRANT (603)893-020
0
GRAPHIC SCALE ENGINEERS PLANNERS-SURVEYORS
0 CATCH BASIN GAS VALVE a w Me m OWNER OF RECORD: MHF Design Consuifants, Inc. "NO.
- OVERHEAD SERVICE WIRES OAS LINE I I — -�60' DATE: SEPTEMBER
ciry OF LAWRENCE iSCALE: I
zoo COMMON STRE921 To-, DESCRIPTION WN CHECKED By. ET NO.
DOUBLE SOUD YELLOW LINE SIGN
( IN rEET LAWRENCE, AfA Of840 CCC KRD or
6�0 SPOT ELEVATION CRAINLINK FENCE I ineb= 60 M BOOK 673 PACE 401 REVISIONS
2 3 IAKE
CORUCHEMCK
L
LA C
--mw T --meow
ARPM
OLD CLARK St.
r`� . ti-ts: x ,3 '% � \ � s Y€1N.1'YPAL
--m 7
SITE
RPORT AI
E
DRIVE
i7
RW DRAIN WrILTRATbON WSTUA 3 c
1 N\-
a-50 Lr 2WPE PKS(5,01) 1:1 -RAP
DoTmu 5 1
OF TORE-,156m LOPE
DoTtom or PIPE- Sa-w -
mmom nwww owm- 150-50 j 2
s"Oudow
\\\ \1 495
CB-
PROPOSED w-w Nw� WCATION MAP
PROPOSED
oT;&�E--�
ow msc�
LEASE AREA
114,15 KAYBALE a
2
w CAP
m W L"N.REQUIREDlc IP DRAINAGE SZff=.&
A _jS
W-I DUH-6 0141-8
PROP.f
laim DIM 4 PAI.MW(17 R1J-I5&SO FW-iMW
55011�OR) t awe 1 41 wour-IM oujk�l PROP.IV*NJN-,153.75
rKw. B7 mm.-K&74
O 7-6 Ei5_11-11"IF-111
W-Hajbo
c-b. NER E!rU57M -4
PROP.:02� DMH-2 FES-1
NEC40
Ru-160.20 W-154.54
DRI*t C13-3 154
FES 2
.P CO"CTION 20'
R02 (To STONO t,
E k BUILDI�p FTAI611.0� (Tye 1 00-4 OW-3 W-154.05
Fffit-159.20 M.M.Do
WOUT-M&2D ItIvik-154.00CFES- FES-4
CII-5 INVAWT-M.90 Rm.-$56.40
13 IF
M-159;50 M-4(SpDojCUPTM) FES-5
lw-ow-166-20 m-imm W-154,00
M Bull *NjN-151.76
'; R1 45'MR-35 i pp it 212159AO W.W-157.00
D" MAM-15140 twLm7OR Sm1m
WATER
"1541oz- *D61m 15&16 DUH-5 w4la-1157.00
k PROP.� ISE TJF -t top-151100
TIi SLIH-2 Rog-lsobo 00 ==45) U.0.MENTION
4 11 15
4 WDIJT-l" -12
At Fom-I man-150.00
•
k Lv=5,Is U4
6-
0
210 R MAIN(TYP) W-I&D.40
-Pit DR41MAGE PIPR SCHEDULK
)= }:.P \ ta, I.j �O ,) T— a _e -, ,� ,ti� cFROM: jrwE OF ApOxr I TO:
wm&"IRE PfE %
mu=151�6 pw OF
54. NIAMER SME PIPE UMTH PPE
(kKb") �ft-o
IN 12 1 HOPE 35 13�offi I UALOET.
cQw-mo 5 CS,-2 11 HDIKE 22 o-mo : U.QDEL
3 12 HOPE 15 o SEWER 5.1% u.QDET. 24 HOPE 3o ooO5
owl uv_1 I"To BE CO-4 12 HOPE tee MOOG FES-2
tOSUSTED TO DRAM co�s 12 HOPE Owl-2
AS
fft, 'z- 00-5 12 HOPE 4$ 0.010 DW-2
NF- 5 0.010 tm ou.
ItT -2 --3
'ItT, Wit 2 fm 110 a FES
RPORA E1,11 CE RIVE _AZ7
11 ' 12 WE 46 10 FE5--1
,4
08-$ g� 0020 M-4
LEE, 3�x A.U. t I I M 1 250 1 aOlD I IWIL
WK 1 15 1 (LOOO
DmH-
HDIPE Dw+-Q
TithmSSTION
OROYIDE FRLVISK
m
15 1
IWO
1 4y' I
I:ICROROUND DETEKnOR A
150 LF'3a I
ULxma
+
PANGAR
SUEEvE 15-wOI
STANDARD USC&GS INSK
DMK SET IN ENWING SK 0IStDE
STAMPED 035 1965 SET
=LVE -i'WAIR 0-1P)
"U"5&"o j
co-D 1,114 41RON PIPE.
GRADING & DRAINAGE PLAN
'..7D(.iT% ELEvATIoL=m.2,5(Nm 1929)
DrW CURB TeE A
JVoRTjj"DOVER RUSI.VESS CENTER
Icaff ow) w,
ASSNNSORS JL4P 74 LOT I-B
A 500 S(JTTON STREET
NORTH ANDOVER. MASSACHUSETTS D1845
PREPARED FOR:
LEGEND go
1) SEE SHEET 7 FOR DRAINAGE AND EROSION CONTROL
UTILITY POLE WATER LINE DETAILS.
DRAIN MANHOLE WATER VALVE 2) CONTRACTOR IS RESPONSIBLE FOR CALLING DIG SAFE 72 LIGHTHOUSE REALTY TRUST
HOURS BEFORE COMMENCING ANY IDICAVATION, 109 BLUE RIDGE ROAD
SEWER MANHOLE FIRE HYDRANT NORTH ANDOVER, MASSACHUSETTS 01845
3) ALL EXISTING U1ILITES SHOWN ARE APPROXIMATE ONLY. 5 MISC. PER VHS ASK
0 CATCH BASIN GAS VALVE GRAPHIC SCALE CONTRACTOR IS TO VERIFY do CALL DESIGN ENGINEER WITH ANY
REVS m105 51111*3 Road,Sulis Omi
a is 4 MISC. R
DISCREPANCIES. KRD Sol ,"4w"ampohIm 03079
OVERHEAD SERVICE WIRES GAS LINE I 1 3 MISC. UTILITY SERVICES KRO (603)$93-0720
4) SEE SHEET 4 FOR GENERAL NOTES. Ong ENGINEERS.PLA14NERS-SURVEYORS
DOUBLE SOLID YELLOW LINE SIGN 2 MISC. BUILDING REVS. ASK L_ Ill Design C ultanis. Inc.
IN I= 5) ALL NMD REQUIREMENTS FOR ALARMS, CONTROL DETECTORS, I MISC. REVS ASK SCALE., I'= 60' DATE: SEPTEMBER IT. 2002 DRANW NO.
SPOT ELEVATION CHAINUNK FENCE I Inch DO 111- AND SPRINKLER SYSTEMS SHALL BE ACCOMMODATED. DRAWN BY: L:H
NO. DESCRIPTION LUKLU U PR ECT NO. SHEET NO-
SEWER LINE ELECTRIC LINE REVISIONS CCc KRO 138802 5 OF 9