25A-45; 184; 187; 189 DPW Sewer- Industrial Dr.- Resource Delineation-cross country-2012NOTES:
1. INVERTS ARE LISTED IN A
CLOCK -WISE ORDER AND ENDING
WITH THE OUT -FLOW.
2. AN ASTERISK INDICATES
UNDETERMINED PIPE MATERIAL.
SMH 7
RIM 139.04'
9" IN= 129.34'
4" PVC IN= 131.54'
12 "PVC IN= 129.29'
12 "PVC OUT= 129.14'
SMH 9
RIM 137.57'
4 "PVC IN= 130.97'
5 IN= 130.07'
12 "RCP IN(SMH7)= 128.22'
12 "RCP OUT(SMH9B)= 128.22'
SMH 98
RIM 132.72'
12 "RCP IN(SMH9)= 132.72'
6 "PVC IN= 129.62'
12 "RCP OUT(SMH9A)= 132.72'
SMH 9A
RIM 134.17'
4 "PVC IN= 130.27'
12 "RCP IN= 129.17'
8 IN= 129.17'
12 "RCP OUT(SMH10)= 128.97'
SMH 10
RIM 133.86'
12 "RCP IN(SMH9A)= 126.76'
12 "RCP OUT(SMH11)= 126.76'
SMH 11
RIM 131.30'
12 "PVC IN(SMH10)= 125.80'
8 "PVC IN= 126.20'
12 "RCP OUT(SMH11 A)= 124.90'
SMH 11A
RIM 132.58'
6 IN= 124.68'
12 "RCP IN(SMH11)= 124.18'
12 "RCP IN= 124.48'
12 "RCP OUT(SMH12)= 124.13'
SMH 12
RIM =137.41'
12 "RCP IN(SMH11A)= 122.96'
12 "RCP OUT(SMH13)= 122.86'
SMH 13
RIM 135.78'
12 "RCP IN(SMH12)= 121.98'
8 IN= 125.78'
12 "RCP OUT(SMH14)= 137.81'
SMH 14
RIM 135.70'
9 "PVC IN= 123.95'
8 IN= 126.90'
12 "RCP IN(SMH13)= 121.70'
12 "RCP OUT= 121.60'
m
0 m -1
z
0 0
CONC.
BIT.
ER
B13 0
END
MONUMENT FOUND
CALCULATED POINT
CONCRETE
BITUMINOUS CONCRETE
MONITORING WELL
LIGHT POST
UTILITY POLE
GUY WIRE
SIGN POST
BOLLARD /POST
CATCH BASIN
WETLAND FLAG ID
SEWER MAN HOLES
32A -263
N/F
BOSTON MAINE
RAIL ROAD
2
1
1
24B -61
N/F
JOHN A. NYMAN
BLAIS GUYLAINE
P7A.. jar
1
1
i SMH #1
RIM 137.¢1'
STRETT
SIC i t
B1 STAR' 1
IBM
EL- 139.42'
TOP Or HYD
SPINDLE
A At
4,
1
1
B4
D
G
T
6
0
1
DRAIN
COMMUNICATION
ELECTRIC
GAS
SEWER
TELEPHONE
WATER
MANHOLE
METER
BOX
GAS /WATER GATE
HYDRANT
i
B9 010
Ai 1
n
LEGEND
L
4
SMH, #13
RIM =1 5.78'
1
1
1
133
G
r
0 N
OHW
'HICKORY t. /CI
!N a •134• -.,A
C 13 g.
IN
f2fM= f3s1\0'
C
M
G
i
PLAN OF LAND IN
NORTHAMPTON, MA
HAMPSHIRE REGISTRY
PREPARED FOR
CITY OF NORTHAMPTON
SEWER EASEMENT
ADJOINERS PROPERTY LINE
CHAIN LINK FENCE
OVERHEAD WIRES
UNDERGROUND UTILITY LINE
WATER LINE
WETLAND DELINEATION LINE
MAJOR CONTOUR LINE
MINOR CONTOUR LINE
TREE LINE
HEDGE ROW
SURVEYOR:
DRAFTING:
FIELD WORK:
DRAWING NAME:
25A -166
N/F
COMMONWEALTH OF
MASSACHUSETTS
PROJECT NUMBER:
Acg
d
0' 30' 60'
DFS
NFA
BAD, DJB
11 -043
11 -043
ENGINEER:
DESIGN:
VERT. SCALE:
DATE:
90'
HORZ. SCALE: 1 =30'
6 -2 -2011
11
II
t'
+A37
i i 1
I
1
,,�20
•1 1 (I -Th
/x _•135---"..
'1 I
1' I I 7
i i i 111�'j1A30,,1;( �•1g7 7� %i�/ 0- A3
i{ 1 �'i A33 tt.��(( 1. i J i i AZB 1
I i "i'•
It
I 1 A27
1• A
I `,.__J A34
:A9
y, /EL= 127.82'
�'c12 "RCP
\\0.4,
END
C J`1
NiP
J
C J
..41
10. THIS IS NOT A BOUNDARY SURVEY.
DANIEL F. STASZ PLS #47160
25A -189
N/F
DAVID H. SHORT
scaEsL
1. FIELD SURVEY BY EDM TOTAL STATION
25A -45
N/F
JONATHAN A. WRIGHT
2. VERTICAL DATUM: NORTH AMERICAN VERTICAL
DATUM OF 1988 (NAVD88)
3. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF
1983 (NAD83)
4. BEARING SYSTEM OF THIS PLAN IS BASED ON MCS
NAD83.
7. ACCORDING TO FEDERAL EMERGENCY MANAGEMENT
AGENCY MAPS, THE MAJOR IMPROVEMENTS ON THIS
PROPERTY ARE LOCATED IN AN AREA DESIGNATED AS
ZONE C (UNSHADED) AREA OF MINIMAL FLOODING
MAP NUMBER 250167 0002 A
EFFECTIVE DATE: APRIL 3, 1978.
5. THE HORIZONTAL DATUM AND VERTICAL DATUM WERE
DERIVED FROM STATIC SINGLE FREQUENCY GPS SURVEY
POINTS USING CORS GPS REFERENCE STATION "MTS
NORTHAMPTON" AS CONTROL.
6. ALL UNDERGROUND UTILITY INFORMATION PRESENTED
HEREON WAS DETERMINED FROM SURFACE EVIDENCE AND
PLANS OF RECORD. ALL UNDERGROUND UTILITIES SHOULD
BE LOCATED IN THE FIELD PRIOR TO COMMENCEMENT OF
ALL SITE WORK. CALL DIGSAFE 1- 800 322 -4844 A
MINIMUM OF 72 HOURS PRIOR TO PLANNED ACTIVITY.
8. THIS PLAN WAS PREPARED WITHOUT THE BENEFIT OF
A TITLE REPORT AND IS SUBJECT TO THE MATTERS A
TITLE REPORT WOULD DISCLOSE. THE LAND DEPICTED ON
THIS PLAN MAY BE SUBJECT TO AND /OR IN BENEFIT OF
RIGHTS AND EASEMENTS THAT ARE NOT SHOWN.
9. LOCUS ABUTTING PROPERTY LINES LOCATIONS
HAVE BEEN COMPILED FROM THE CITY OF NORTHAMPTON
ASSESSORS' MAPS AND GIS AND ARE APPROXIMATE
ONLY.
I HEREBY CERTIFY TO THE BEST OF MY PROFESSIONAL
KNOWLEDGE,
INFORMATION AND BELIEF THAT:
THIS PLAN HAS BEEN PREPARED IN CONFORMITY WITH
THE RULES AND REGULATIONS OF THE REGISTERS OF
DEEDS OF THE COMMONWEALTH OF MASSACHUSETTS.
NORTHEAST
SURVEY
CONSULTANTS
DATE
A�
1
A2k.
A17
A24
116 PLEASANT ST. SUITE 302
P.O. BOX 109
EASTHAMPTON, MA 01027
(413) 203-5144
1
25A -042
N/F
RUDOLPH V. LASTOWSKI
MARY E. LASTOWSKI
1k 1
1\
EL= 135.74
12 "PVC
CB
RIM 138.56' 1/
v
RIM 135.713'
/ii
ef
E 4
SEWER MAN HOLES
NOTES:
1. INVERTS ARE LISTED IN A
CLOCK -WISE ORDER AND ENDING
WITH THE OUT -FLOW.
2. AN ASTERISK INDICATES
UNDETERMINED PIPE MATERIAL.
SMH 7
RIM 139.04'
9" IN= 129.34'
4" PVC IN= 131.54'
12 "PVC IN= 129.29'
12 "PVC OUT= 129.14'
SMH 9
RIM 137.57'
4 "PVC IN= 130.97'
5 IN= 130.07'
12 "RCP IN(SMH7)= 128.22'
12 "RCP OUT(SMH9B)= 128.22'
SMH 98
RIM 132.72'
12 "RCP IN(SMH9)= 132.72'
6 "PVC IN= 129.62'
12 "RCP OUT(SMH9A)= 132.72'
SMH 9A
RIM 134.17'
4 "PVC IN= 130.27'
12 "RCP IN= 129.17'
8 IN= 129.17'
12 "RCP OUT(SMH10)= 128.97'
SMH 10
RIM 133.86'
12 "RCP IN(SMH9A)= 126.76'
12 "RCP OUT(SMH11)= 126.76'
SMH 11
RIM =131.30'
12 "PVC IN(SMH10)= 125.80'
8 "PVC IN= 126.20'
12 "RCP OUT(SMH11A)= 124.90'
SMH 11A
RIM =132.58'
6 IN= 124.68'
12 "RCP IN(SMH11)= 124.18'
12 "RCP IN= 124.48'
12 "RCP OUT(SMH12)= 124.13'
SMH 12
RIM 137.41'
12 "RCP IN(SMH11A)= 122.96'
12 "RCP OUT(SMH13)= 122.86'
SMH 13
RIM 135.78'
12 "RCP IN(SMH12)= 121.98'
8 IN= 125.78'
12 "RCP OUT(SMH14)= 137.81'
SMH 14
RIM 135.70'
9 "PVC IN= 123.95'
8 IN= 126.90'
12 "RCP IN(SMH13)= 121.70'
12 "RCP OUT= 121.60'
0
11
N
ST/ RT
25A -187
N/F
ROBERT T. FOOTE, Jr.
TBM
EL= 141.00'
TOP OF HYD
SPINDLE
11
\\I
%V
1 1 I P,
1 1 1 11
1 13 3 L
1 1
1 I1 r 1
1; i 1
IH
RIIM 133. I o-o 1
r I
J ll
\l;;\ I 'I/
11
11
1)iffi i
0 17
52
1
46
I'
,1
:I
1 A49 y
1
r
1
J
PLAN OF LAND IN
NORTHAPTON, MA
HAMPSHIRE REGISTRY
PREPARED FOR
CITY OF NORTHAMPTON
SMHJ�
RIM =1/34,1
I
i
1
1
1
1
1
1
1
1
1
1
1
1
1
J
1
1
I
I
M
1 1
i�/ 11
I iii I-
It
Y r I -7 7
I i f� -•135' 4,. i
I
1 1 1 r ii f -'�i'
y 1 1 -A e, ."..g -r A31
I. A32 A2at
\\A\\ i -i. A33
I Ar, 1'1 O A35 1 1 A
IPF
1
\1
CB l
10 136.87' 1 1
1
11 SMH
1 RIM 137.65
C
CB
RIM 139.09
25A -189
N/F
DAVID H. SHORT
=141 f1•
14Q?64'
DMH �IM= 140.11'
SURVEYOR:
DFS
DRAFTING:
NFA
FIELD WORK:
BAD, DJB
PROJECT NUMBER:
11 -043
DRAWING NAME:
11 -043
1
®O o
A
CON C.
TBM
EL= 142.93'
TOP OF VViIYD
SPINDLE
BIT.
0
HYDRANT
BO D
S3/
ENGINEER:
VERT. SCALE:
DATE:
SMH #7
RIM 139.04'
HORZ. SCALE:
36" PINE
MONUMENT FOUND
CALCULATED POINT
CONCRETE
BITUMINOUS CONCRETE
MONITORING WELL
LIGHT POST
UTILITY POLE
GUY WIRE
SIGN POST
BOLLARD/POST
CATCH BASIN
WETLAND FLAG ID
N.
25A-190
N/F
PIONEER VALLEY TRANSIT
0
sas
DESIGN:
6-2-2011
A21 0
25A-193
CITY OF NORTHAMPTON
DRAIN
COMMUNICATION
ELECTRIC
GAS
SEWER
TELEPHONE
WATER
MANHOLE
METER
BOX
GAS/WATER GATE
HYDRANT
LEGEND
OHW
DANIEL F. STASZ PLS #47160
SEWER EASEMENT
ADJOINERS PROPERTY LINE
CHAIN LINK FENCE
OVERHEAD WIRES
UNDERGROUND UTILITY LINE
WATER LINE
WETLAND DELINEATION LINE
MAJOR CONTOUR LINE
MINOR CONTOUR LINE
TREE LINE
HEDGE ROW
30'
DATE
60'
90'
NORTHEAST
SURVEY
CONSULTANTS
116 PLEASANT ST. SUITE 302
P.O. BOX 109
EASTHAMPTON, MA 01027
(413) 203-5144