SCALE IN FEET 50 0 50 100 Proposed Sidewalk LEGEND Approximate Limit of Slope Work and Landscaping Shoulder of Proposed Roadway Access Points to Proposed Roadway (Drives, etc.) Removal of Existing Pavement Outside of Slope Work Existing Pavement (Roadways, Drives, Sidewalks, etc.) Existing Tree and/or Brush Line Water (Rivers, Streams, Lakes, Ponds, Swamps, etc.) Buildings Buildings To Be Removed Wetlands Property Lines State, County, City and Town Lines Existing Easement Lines Proposed Easement Lines Existing R.O.W. (Right -of-Way) Proposed R.O.W. Existing C.A.R.O.W. (Controlled Access) Proposed C.A.R.O.W. Bridge Removal Prepared By New Hampshire Department of Transportation Highway Design Bureau Travel Way of Proposed Roadway Proposed Raised Traffic Islands Existing Gravel Surface (Drives, Paths, etc.) APPROXIMATE Existing R.O.W. (Right -of-Way) B E G I N R E C L A M A T I ON E ND R E C ON S T R U C T I ON R E C ON S T R U C T I ON BEGIN E ND R E C L A M A T I ON 5/14/2015 SUBJECT TO CHANGE PRELIMINARY PLANS DATE EOI U NK w s o w s o w s o w s o w s o 1 2 " W 12 " W 12" W 1 2 " W 12 " W 1 2 " W 6 " G EOI G G EOI 4 " G 6 " G EOI 12" W 6 " G 8" W 1 2 " W L O C A T I ON . LE V EL " A " TE S T HO LE ( S ) T O V E R I F Y E N D O F M A I N T H E F I L E . I F N E C E SS A R Y , M AY R E Q U I R E QUA L I T Y M E A S U R E M E N T S W E R E O B T A I N E D A R E NO T D E P I C TE D O N T H E F I LE A S T H E R E F E R E N C E P O I N T S F R O M W H I C H T H E T H E GA S R E C O R D S C OU L D NO T B E R E P L I C A TE D H E R E ON V I C I N I T Y . T H E E ND C A P M E A S U R E M E N T S P R OV I D E D O N P E R L I B E R T Y U T I L I T I E S , T H E GA S M A I N E ND S I N T H E U NK EL I Z A B ET H A . A R S E N A U L T , 5 M I C HA E L L . M U L L AV E Y , 1 5 O F 1994 R E VO C A B LE T R U S T C A R O L Y N M . HU R S T 1 7 A P P R OX . E X I S T . RRR O W A P P R OX . E X I S T . RRR O W E X I S T . R O W E X I S T . R O W E X I S T . R O W E X I S T . R O W EXI ST. ROW EXI ST. ROW A P P R O X . E X I S T . R R R O W HO L D I NG C O M P ANY , L L C . GA RR I C K R E A LT Y 7 APPROX. EXIST. ROW APPROX. EXIST. ROW APPROX. EXIST. ROW APPROX. EXIST. ROW E X I S T . R O W E X I S T . R O W E X I S T . R O W EXIST. ROW E X I S T . R O W E X I S T . R R R O W E X I S T . R O W E X I S T . R O W E X I S T . R O W E X I S T . R O W E X I S T . RRR O W E X I S T . R O W E X I S T . RRR O W E X I S T . R O W E X I S T . R RR O W E X I S T . R O W E X I S T . RRR O W E X I S T . R O W E X I S T . RR R O W E X I S T . R O W S T A N LE Y W E G L A R Z , 1 1 S T AN LE Y W E G L A R Z , 1 - 1 10 & G E O R G I A J . A L L A R D , J OHN M . 2 & D E NN I S L . R O S E M A R Y M E RR I LL , D A V I S , 3 S T A N LE Y W E G L A R Z , 1 - 1 COMPANY W E B S TE R VA L V E 8 C O M P A N Y W A TT S R E GU L A T O R 9 C I T Y O F F R ANK L I N 12 M I C H EL S OU P E R ON , 14 C O M P ANY I N C . W E B S TE R VA L V E 10 B ELL U C C I I N C . B E C K & 1 6 B P O E # 1 28 0 F R A N K L I N L O DG E 1 8 S A V I N G S B A N K F R ANK L I N 19 B P O E # 12 8 0 F R AN K L I N L ODG E 18 BPOE #1280 FRANKLI N LODGE 18 JUDI ST A. THOMAS W. & ASCI , 22 NATI ONAL GUARD STATE OF NH 23 ( DO T ) S T A T E O F N H 1 ( DO T ) S T A TE O F N H 1 ( DO T ) S T A TE O F NH 1 ( DO T ) S T A TE O F NH 1 ( D O T ) S T A TE O F NH 1 C I T Y O F F R ANK L I N 12 S T AN L E Y W E G L A R Z , 1 - 1 S T AN L E Y W E G L A R Z , 1 - 1 E L I Z A B ET H A . A R S E N A U L T , 5 922 / 4 91 e a s e . w i d e PS NH E x i s t . 15 0 ' C O M P ANY I N C . W E B S TE R VA L V E 10 M O R AN , M I C H A EL F . R I D E O U T , D A W N A N N & M O R AN , E D W A R D J . III , 4 C I T I M O R T GAG E I N C . 6 E X I S T . RRR O W E X I S T . R O W A PP R OX . E X I S T . RRR O W A P P R OX . E X I S T . R R R O W RRR O W A PP R OX . E X I S T . S T AN LE Y W E G L A R Z , 1 - 1 H A M P S H I R E C O M P ANY O F N E W P U B L I C S E R V I C E 2 4 A P P R OX . E X I S T . RRR O W A PP R OX . E X I S T . R O W A P P R OX . E X I S T . R O W S T A T E O W N E D L A N D E N C R O A C H M E N T UN T O M I C HA E L L . M U LL AV E Y , 13 PETERS, TAI A N. T. N. PETERS TRUST 2003 21 R & D P AV I NG , I N C . 20 R&D PAVI NG, I NC. 20 D E V E L O P M E N T S , I N C . F R ANK L I N B E N E F I T S 2 0 ' W A T E R P I P E E A S E . R OA D W A Y R I GH T S T O P V T 1 5 HAV E A CC E S S P C L S . 13 , 14 A ND EAS EMENT ENGLAND I NC. VERI ZON NEW E A S E M E N T 50 ' U T I L I T Y E A S E M E N T 5 0 ' U T I L I T Y E X I S T . R O W 30" RCP 18" PE PIPE (S) P I P E ( S ) 24 " P E 15" RCP E A S E M E N T D R A I NAG E E A S E M E N T D R A I NA G E E A S E M E N T D R A I N AG E E A S E M E N T D R A I N AG E EASEMENT DRAINAGE E A S E M E N T D R A I N A G E E A S E M E N T D R A I NAG E E A S E M E N T D R A I NAG E E A S E M E N T D R A I NA G E E A S E M E N T D R A I N A G E P R O P O S E D R O W P R O P O S E D R O W P R O P O S E D R O W P R O P O S E D R O W P R O P O S E D R O W P R O P O S E D R O W P R O P O S E D R O W H Y D H Y D 9 4 9 6 9 7 98 99 1 0 1 102 1 0 3 1 04 10 6 1 0 7 1 08 109 111 1 12 113 1 14 116 1 1 7 1 18 119 12 1 122 123 12 4 1 2 6 1 2 7 128 129 1 3 1 132 1 3 3 134 136 1 37 13 8 139 141 14 2 1 43 14 4 146 147 148 149 1 5 1 15 2 153 15 4 156 15 7 1 5 8 159 161 16 2 16 3 16 4 21 22 23 24 26 27 28 G R I D G R I D G R I D 20 25 G R I D G R I D G R I D 95 100 10 5 110 115 120 125 130 135 140 1 4 5 150 155 1 6 0 MC3D MC3D 50 51 MC2A MC1M 51 d a m h s m h s m h s j b j b w s o fp c b c b cb c b c b c b c b c b c b cb c b cb w c b cb cb m h d c b c b cb m h s m h s m h s di cc c b w s o m h s m h d gl gl gl gl fp fp fp c b cb cb 24" cmp w g w m o n w m o n w m o n w s o NH 12 7 M U L AV E Y WAY I N D US T R I A L P A R K D R I V E U S R OU TE 3 U S R OU TE3 M E RR I M A C K R I V E R MERRIMACK RIVER MERRIMACK RIVER FRANKLIN 13928A Safety Improvements US 3/Industrial Park Drive 162/099 04/06/2015 Updated Meeting Plan 285.2 287.1 289.4 292.2 295.4 298.7 301.5 303.9 305.9 307.4 308.5 309.2 309.5 309.6 309.8 309.9 310.0 310.2 310.3 310.4 310.5 310.6 310.7 310.9 311.0 285.14 287.15 289.64 292.61 295.57 298.25 300.62 302.70 304.49 305.98 307.18 308.08 308.69 309.00 309.20 309.40 309.60 309.80 310.00 310.20 310.40 310.60 310.80 311.06 311.35 K = 85 VC = 500 ELEV. = 307.98 PI = 100+93.97 ELEV. = 310.86 P.I. 108+15.91 311.0 311.1 311.2 311.3 311.4 311.6 311.6 311.7 311.8 311.9 312.1 312.3 312.5 312.5 312.7 312.8 313.0 313.1 313.4 313.8 314.1 314.6 315.2 315.8 316.4 316.8 317.0 317.1 317.3 317.7 311.35 311.65 311.94 312.23 312.53 312.79 312.94 312.96 312.87 312.69 312.50 312.30 312.11 311.93 311.89 312.03 312.36 312.87 313.43 313.98 314.53 315.09 315.64 316.17 316.65 317.07 317.45 317.78 318.06 318.36 PI = 116+35.00 ELEV. = 311.60 VC = 200 K = 134 K = 207 VC = 200 ELEV. = 313.20 PI = 112+15.00 K = 497 VC = 300 ELEV. = 317.30 PI = 121+50.00 318.3 319.1 319.9 321.0 322.0 323.1 324.3 325.7 327.1 328.4 329.8 331.1 332.5 333.9 335.3 336.7 338.0 339.3 340.7 342.1 343.4 344.7 346.0 347.3 348.6 349.8 350.8 351.6 352.3 318.36 318.82 319.44 320.21 321.13 322.21 323.45 324.81 326.17 327.54 328.91 330.28 331.64 333.01 334.38 335.75 337.11 338.48 339.85 341.22 342.58 343.95 345.32 346.69 348.02 349.22 350.25 351.14 351.87 352.44 K = 161 VC = 360 ELEV. = 319.00 PI = 124+87.70 317.7 352.3 352.8 353.0 353.2 325.6 352.9 352.6 352.1 351.4 350.4 349.3 348.2 346.9 345.4 343.8 342.3 340.7 339.2 337.7 336.2 334.8 333.6 332.5 331.5 330.6 329.8 329.2 328.8 328.3 327.8 352.44 352.87 353.13 353.25 353.21 353.01 352.66 352.16 351.50 350.69 349.73 348.61 347.33 345.91 344.36 342.79 341.23 339.67 338.12 336.68 335.35 334.13 333.03 332.05 331.18 330.43 329.79 329.26 328.84 328.44 K = 217 VC = 500 ELEV. = 331.08 PI = 149+25.25 K = 162 VC = 950 ELEV. = 360.18 PI = 139+93.26 RAILROAD OF NH STATE 327.8 327.4 327.1 326.7 326.3 325.8 325.4 325.0 324.6 324.3 323.9 323.6 323.2 322.9 322.7 322.8 322.9 323.0 323.2 323.3 323.5 323.6 323.8 324.1 324.2 328.44 328.03 327.62 327.22 326.81 326.40 325.99 325.59 325.18 324.77 324.37 323.98 323.65 323.39 323.20 323.08 323.03 323.05 323.14 323.30 323.45 323.58 K = 361 VC = 400 ELEV. = 322.60 PI = 159+67.23 STA. 96+75 BEGIN APPROACH 280 270 ELEV. = 292.23 P.V.C. 98+43.97 6 . 30 % ELEV. = 308.98 P.V.T. 103+43.97 ELEV. = 312.61 P.V.C. 111+15.00 ELEV. = 312.82 P.V.T. 113+15.00 ELEV. = 311.98 P.V.C. 115+35.00 ELEV. = 312.71 P.V.T. 117+35.00 ELEV. = 315.64 P.V.C. 120+00.00 ELEV. = 318.06 P.V.T. 123+00.00 ELEV. = 318.09 P.V.C. 123+07.70 ELEV. = 323.92 P.V.T. 126+67.70 0 . 40 % 0 . 59 % 100+00 105+00 110+00 115+00 120+00 125+00 CONSTRUCTION Å Exist. Ground CONSTRUCTION Å FINISHED GRADE STA. 97+50 CONSTRUCTION BEGIN FULL BOX - 0 . 38 % POINT LOW +86 POINT HIGH +36 1 . 11 % 0 . 50 % STA. 125+50 BEGIN RECLAMATION END FULL BOX 2 . 73 % 130+00 ELEV. = 347.19 P.V.C. 135+18.26 135+00 1"= 10' VERT. 1"= 50' HORIZ. SCALE: POINT HIGH +62 140+00 145+00 ELEV. = 345.35 P.V.T. 144+68.26 ELEV. = 338.88 P.V.C. 146+75.25 - 3 . 12 % 150+00 ELEV. = 329.04 P.V.T. 151+75.25 - 0 . 81 % 155+00 ELEV. = 324.23 P.V.C. 157+67.23 POINT LOW +61 160+00 ELEV. = 323.19 P.V.T. 161+67.23 STA. 163+00 END APPROACH 0 . 29 % 0 . 35 % 164+00 270 280 290 300 310 320 STA. 162+50 END RECLAMATION
Welcome message from author
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
SCALE IN FEET
50 0 50 100
Proposed Sidewalk
LEGEND
Approximate Limit of Slope Work and Landscaping
Shoulder of Proposed Roadway
Access Points to Proposed Roadway (Drives, etc.)
Removal of Existing Pavement Outside of Slope Work
Existing Pavement (Roadways, Drives, Sidewalks, etc.)
Existing Tree and/or Brush Line
Water (Rivers, Streams, Lakes, Ponds, Swamps, etc.)
Buildings
Buildings To Be Removed
Wetlands
Property Lines
State, County, City and Town Lines
Existing Easement Lines
Proposed Easement Lines
Existing R.O.W. (Right -of-Way)
Proposed R.O.W.
Existing C.A.R.O.W. (Controlled Access)
Proposed C.A.R.O.W.
Bridge Removal
Prepared By
New Hampshire Department of Transportation
Highway Design Bureau
Travel Way of Proposed Roadway
Proposed Raised Traffic Islands
Existing Gravel Surface (Drives, Paths, etc.)
APPROXIMATE Existing R.O.W. (Right -of-Way)
BEGIN RECLAMATION
END RECONSTRUCTION
RECONSTRUCTION
BEGIN
END RECLAMATION
5/14/2015
SUBJECT TO CHANGE
PRELIMINARY PLANS
DATE
EOI
UN
K
w
so
w
so
wso
wso
wso
12" W
12" W
12"
W
12" W
12" W
12"
W
6" G
EOI
GG E
OI
4" G
6"
G
EOI
12"
W
6" G
8"
W
12"
W
LOCATION.LEVEL "A"
TEST HOLE(S) T
O VERIFY E
ND OF MAIN
THE FILE.
IF NECESSARY,
MAY REQUIRE QUALITY
MEASUREMENTS WERE OBTAINED ARE NOT DEPICTED ON
THE FILE AS T
HE REFERENCE P
OINTS FROM WHICH T
HE
THE GAS RECORDS C
OULD NOT BE R
EPLICATED HERE ON
VICINITY. THE E
ND CAP MEASUREMENTS P
ROVIDED ON
PER LIBERTY UTILITIES,
THE GAS MAIN ENDS I
N THE
UN
K
ELIZABETH A.
ARSENAULT,
5
MICHAEL L.MULLAVEY,
15
OF 1994
REVOCABLE TRUST
CAROLYN M. HURST
17
APPROX. EXIS
T. RRROW
APPROX. EXIS
T. RRROW
EXIST. ROW
EXIST. ROW
EXIST.
ROW
EXIST.
ROW
EXIST. R
OW
EXIST. R
OW
APPROX. E
XIST.
RRROW
HOLDING COMPANY, LLC.
GARRICK REALTY
7
AP
PR
OX.
EXI
ST.
RO
W
AP
PR
OX.
EXI
ST.
RO
W
AP
PR
OX.
EXI
ST.
RO
W
AP
PR
OX.
EXI
ST.
RO
W
EXIST. ROW
EXIST.
ROW
EXIST. ROW
EXIST.
RO
W
EXIST.
ROW
EXIST.
RRROW
EXIST. ROW
EXIST. ROW
EXIST. ROW
EXIST. ROW
EXIST. RRROW
EXIST. ROW
EXIST. RRROW
EXIST. ROW
EXIST. RRROW
EXIST. ROW
EXIST. RRROW
EXIST. ROW
EXIST.
RRROWEXIST.
ROW
STANLEY
WEGLARZ,
11
STANLEYWEGLARZ,
1-1
10
& GEORGIA J.
ALLARD, JOHN M.
2
& DENNIS L.
ROSEMARY MERRILL,
DAVIS,
3
STANLEY
WEGLARZ,
1-1
COMPANY
WEBSTER VALVE
8
COMPANY
WATTS REGULATOR
9
CITY OF FRANKLIN
12
MICHELSOUPERON,
14
COMPANY INC.WEBSTER VALVE
10
BELLUCCI INC.
BECK &
16
BPOE #1280
FRANKLIN LODGE
18
SAVINGS BANKFRANKLIN
19
BPOE #128
0FRANKLIN L
ODGE
18
BP
OE #1280
FR
AN
KLI
N L
OD
GE
18
JU
DIST
A.
TH
OM
AS
W.
&
ASCI,
22
NATI
ON
AL
GU
AR
D
ST
ATE
OF
NH
23
(DOT)
STATE OF NH
1
(DOT)
STATE OF NH
1
(DOT)STATE OF NH
1
(DOT)
STATE OF NH
1
(DOT)STATE OF NH
1
CITY OF FRANKLIN
12
STANLEYWEGLARZ,
1-1
STANLEY
WEGLARZ,
1-1
ELIZABETH A.
ARSENAULT,
5
922/491
ease.
wide PSNH
Exist. 150'
COMPANY INC.
WEBSTER VALVE
10
MORAN, MICHAEL F.
RIDEOUT, DAWN ANN &
MORAN, EDWARD J. III,
4
CITIMORTGAGE INC.
6
EXIST. RRROW
EXIST. ROW
APPROX. EXIST. RRROW
APPROX. EXIST. RRROW
RRROW
APPROX. EXIST.
STANLEY
WEGLARZ,
1-1
HAMPSHIRE
COMPANY OF NEW
PUBLIC SERVICE
24
APPROX. EXIS
T. RRROW
APPROX. EXIS
T. ROWAPPROX.
EXIST.
ROW
STATE OWNED LANDENCROACHMENT UNTO
MICHAEL L.MULLAVEY,
13
PETERS, T
AI
A
N.
T.
N. PETERS TR
UST 2003
21
R&D PAVING,
INC.20
R&
D P
AVI
NG, I
NC.
20
DEVELOPMENTS, INC.
FRANKLIN
BENEFITS
20' WATER PIPE EASE.
ROADWAY
RIGHTS TO PVT
15 HAVE ACCESS
PCLS. 13, 14 AND
EASE
ME
NT
EN
GL
AN
D I
NC.
VERIZ
ON
NE
W
EASEMENT50'
UTILI
TY
EASEMENT50' UTILITY
EXIST.
ROW
30"
RC
P
18"
PE
PI
PE (
S)
PIPE (S)
24" PE
15"
RC
P
EASEMENT
DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
DRAINAGE
EASEMENTDRAINAGE
EASE
ME
NT
DR
AI
NA
GE
EASEMENTDRAINAGE
EASEMENTDRAINAGE
EASEMENT
DRAINAGE
EASEMENT
DRAINAGE
EASEMENTDRAINAGE
PROPOSED ROWPROPOSED ROW
PROPOSED ROW
PROPOSED ROW
PROPOSED ROW
PROPOSED ROW
PROPOSED ROW
HY
D
HY D
94
96
97
98
99
101
102
103
104
106
107
108
109
111
112
113
114
116
117
118
119
121 122123
124
126
127
128
129
131
132
133134
136
137
138
139
141
142
143
144
146
147 148 149
151
152
153
154
156
157
158
159
161
162
163
164
21
22
23
24
26
27
28
GRID
GRID
GRID
20
25
GRIDGRID
GRID
95
100
105
110
115
120
125
130
135
140
145
150
155
160
MC3
D
MC3
D
50
51
MC
2A
MC1
M
51
da
m hs
m
hs
m
hs
jb
jb
wso
fp
cb
cb
cb
cb
cb
cb
cb
NU
LL
NU
LL
NU
LL
NU
LL
NU
LL
cb
cb
cb
cb
cb
w
cb
cb
cb
m hd
cb
cb
NU
LL
cb
m
h
s
m hs
m hs
di
cc
cb
w
so
m
hs
m
hd
gl
gl
gl
gl
fp
fp
fp
cb
cb
cb
NU
LL
NU
LL
NU
LL
NU
LL
NU
LL
NU
LL
NU
LL
NULL
24" c
mp
wg
w
mon
w
mon
w
mon
wso
NH 127
MULAVEY WAY
IND
US
TRIA
L P
AR
K D
RIV
E
US ROUTE 3
US ROUTE 3
MERRIMACK RIVER
MERRIMACK RIVER
MERRIMACK RIVER
FRANKLIN 13928A
Safety Improvements
US 3/Industrial Park Drive
162/099
04/06/2015
Updated Meeting Plan
28
5.
2
28
7.
1
28
9.
4
29
2.
2
29
5.
4
29
8.
7
30
1.
5
30
3.
9
30
5.
9
30
7.
4
30
8.
5
30
9.
2
30
9.
5
30
9.
6
30
9.
8
30
9.
9
31
0.
0
31
0.
2
31
0.
3
31
0.
4
31
0.
5
31
0.
6
31
0.
7
31
0.
9
31
1.
0
28
5.
14
28
7.
15
28
9.
64
29
2.
61
29
5.
57
29
8.
25
30
0.
62
30
2.
70
30
4.
49
30
5.
98
30
7.
18
30
8.
08
30
8.
69
30
9.
00
30
9.
20
30
9.
40
30
9.
60
30
9.
80
31
0.
00
31
0.
20
31
0.
40
31
0.
60
31
0.
80
31
1.
06
31
1.
35
K = 85
VC = 500
ELEV. = 307.98
PI = 100+93.97
EL
EV.
= 3
10.8
6
P.I. 1
08
+1
5.9
1
31
1.
0
31
1.
1
31
1.
2
31
1.
3
31
1.
4
31
1.
6
31
1.
6
31
1.
7
31
1.
8
31
1.
9
31
2.
1
31
2.
3
31
2.
5
31
2.
5
31
2.
7
31
2.
8
31
3.
0
31
3.
1
31
3.
4
31
3.
8
31
4.
1
31
4.
6
31
5.
2
31
5.
8
31
6.
4
31
6.
8
31
7.
0
31
7.
1
31
7.
3
31
7.
7
31
1.
35
31
1.
65
31
1.
94
31
2.
23
31
2.
53
31
2.
79
31
2.
94
31
2.
96
31
2.
87
31
2.
69
31
2.
50
31
2.
30
31
2.
11
31
1.
93
31
1.
89
31
2.
03
31
2.
36
31
2.
87
31
3.
43
31
3.
98
31
4.
53
31
5.
09
31
5.
64
31
6.
17
31
6.
65
31
7.
07
31
7.
45
31
7.
78
31
8.
06
31
8.
36
PI = 116+35.00
ELEV. = 311.60
VC = 200
K = 134
K = 207
VC = 200
ELEV. = 313.20
PI = 112+15.00
K = 497
VC = 300
ELEV. = 317.30
PI = 121+50.00
31
8.
3
31
9.
1
31
9.
9
32
1.
0
32
2.
0
32
3.
1
32
4.
3
32
5.
7
32
7.
1
32
8.
4
32
9.
8
33
1.
1
33
2.
5
33
3.
9
33
5.
3
33
6.
7
33
8.
0
33
9.
3
34
0.
7
34
2.
1
34
3.
4
34
4.
7
34
6.
0
34
7.
3
34
8.
6
34
9.
8
35
0.
8
35
1.
6
35
2.
3
31
8.
36
31
8.
82
31
9.
44
32
0.
21
32
1.
13
32
2.
21
32
3.
45
32
4.
81
32
6.
17
32
7.
54
32
8.
91
33
0.
28
33
1.
64
33
3.
01
33
4.
38
33
5.
75
33
7.
11
33
8.
48
33
9.
85
34
1.
22
34
2.
58
34
3.
95
34
5.
32
34
6.
69
34
8.
02
34
9.
22
35
0.
25
35
1.
14
35
1.
87
35
2.
44
K = 161
VC = 360
ELEV. = 319.00
PI = 124+87.70
31
7.
7
35
2.
3
35
2.
8
35
3.
0
35
3.
2
32
5.
6
35
2.
9
35
2.
6
35
2.
1
35
1.
4
35
0.
4
34
9.
3
34
8.
2
34
6.
9
34
5.
4
34
3.
8
34
2.
3
34
0.
7
33
9.
2
33
7.
7
33
6.
2
33
4.
8
33
3.
6
33
2.
5
33
1.
5
33
0.
6
32
9.
8
32
9.
2
32
8.
8
32
8.
3
32
7.
8
35
2.
44
35
2.
87
35
3.
13
35
3.
25
35
3.
21
35
3.
01
35
2.
66
35
2.
16
35
1.
50
35
0.
69
34
9.
73
34
8.
61
34
7.
33
34
5.
91
34
4.
36
34
2.
79
34
1.
23
33
9.
67
33
8.
12
33
6.
68
33
5.
35
33
4.
13
33
3.
03
33
2.
05
33
1.
18
33
0.
43
32
9.
79
32
9.
26
32
8.
84
32
8.
44
K = 217
VC = 500
ELEV. = 331.08
PI = 149+25.25
K = 162
VC = 950
ELEV. = 360.18
PI = 139+93.26
RAILROAD
OF NH
STATE
32
7.
8
32
7.
4
32
7.
1
32
6.
7
32
6.
3
32
5.
8
32
5.
4
32
5.
0
32
4.
6
32
4.
3
32
3.
9
32
3.
6
32
3.
2
32
2.
9
32
2.
7
32
2.
8
32
2.
9
32
3.
0
32
3.
2
32
3.
3
32
3.
5
32
3.
6
32
3.
8
32
4.
1
32
4.
2
32
8.
44
32
8.
03
32
7.
62
32
7.
22
32
6.
81
32
6.
40
32
5.
99
32
5.
59
32
5.
18
32
4.
77
32
4.
37
32
3.
98
32
3.
65
32
3.
39
32
3.
20
32
3.
08
32
3.
03
32
3.
05
32
3.
14
32
3.
30
32
3.
45
32
3.
58
K = 361
VC = 400
ELEV. = 322.60
PI = 159+67.23
STA. 96+75
BEGIN APPROACH
280
270
EL
EV.
= 292.23
P.
V.
C. 98
+43.97
6.30
%
EL
EV.
= 3
08.9
8
P.
V.
T. 1
03
+4
3.9
7
EL
EV.
= 3
12.6
1
P.
V.
C. 1
11
+1
5.0
0
EL
EV.
= 3
12.8
2
P.
V.
T. 1
13
+1
5.0
0
EL
EV.
= 3
11.9
8
P.
V.
C. 1
15
+3
5.0
0
EL
EV.
= 3
12.7
1
P.
V.
T. 1
17
+3
5.0
0
EL
EV.
= 3
15.6
4
P.
V.
C. 1
20
+0
0.0
0
EL
EV.
=
31
8.
06
P.
V.
T. 1
23
+0
0.0
0
EL
EV.
= 3
18.0
9
P.
V.
C. 1
23
+0
7.7
0
EL
EV.
= 3
23.9
2
P.
V.
T. 1
26
+6
7.7
0
0.40%0.59%
100+00 105+00 110+00 115+00 120+00 125+00
CONSTRUCTION Å
Exist. GroundCONSTRUCTION Å
FINISHED GRADE
STA. 97+50
CONSTRUCTION
BEGIN FULL BOX
-0.38%
POI
NT
LO
W+
86
POI
NT
HI
GH
+3
6
1.11%
0.50%
STA. 125+50
BEGIN RECLAMATION
END FULL BOX
2.73%
130+00
EL
EV.
= 3
47.1
9
P.
V.
C. 1
35
+1
8.2
6
135+00
1"= 10' VERT.
1"= 50' HORIZ.
SCALE:
POI
NT
HI
GH
+6
2
140+00 145+00
EL
EV.
= 3
45.3
5
P.
V.
T. 1
44
+6
8.2
6
EL
EV.
= 3
38.8
8
P.
V.
C. 1
46
+75.2
5
-3.12%
150+00
EL
EV.
= 3
29.0
4
P.
V.
T. 1
51
+7
5.2
5
-0.81%
155+00
EL
EV.
= 3
24.2
3
P.
V.
C. 1
57
+6
7.2
3
POI
NT
LO
W+
61
160+00
EL
EV.
= 3
23.1
9
P.
V.
T. 1
61
+6
7.2
3
STA. 163+00
END APPROACH
0.29%0.35%
164+00
270
280
290
300
310
320
STA. 162+50
END RECLAMATION
Related Documents
![G B C K E W E B C G A : K : = > : J = U G L : F = U G = : A : JF w j ] w ` e b c g [ Z c ] m m e e Z ] Z l Z c o Z f l j Z g k m j Z e p Z ] q ^ u ] a Z f l w w \ j b c g h k h e ]](https://static.cupdf.com/doc/110x72/609b100be4d505348770a002/g-b-c-k-e-w-e-b-c-g-a-k-j-u-g-l-f-u-g-a-j-f-w-j-w-e.jpg)
![W F G W E = B C G L H G H = L & O & & J & F @ B C G L & E ... gariin avlaga.pdf · W f g w e ] b c g l h g h ] l ' o ' ' j ' f ` b c g l ' e ' \ e ' e l b c g k b k l _ f b c g i](https://static.cupdf.com/doc/110x72/5eda72b6b3745412b5715bb5/w-f-g-w-e-b-c-g-l-h-g-h-l-o-j-f-b-c-g-l-e-.jpg)
![L ' f k o g k g b c g h ] h h g u a h h j v [ Z c ] m m e ...mofa.gov.mn/exp/ckfinder/userfiles/files/zoori1801.pdf · O Z ^ ] Z e Z o [ l w w ] ^ w o g b c w a e w o g ; l w w ]](https://static.cupdf.com/doc/110x72/5c1d444e09d3f23c268c7974/l-f-k-o-g-k-g-b-c-g-h-h-h-g-u-a-h-h-j-v-z-c-m-m-e-mofagovmnexpckfinderuserfilesfiles.jpg)
