p o s t mb c b a n a n a n a n a n a n an a n an an an a n an an an a n a n an a n an a n a n a n an a n an an an an 1' h bnd c onc NH 1 / 255 / P B pu s h b r a c e ip " t r a il " b o t h w / a r r o w " s o u t h 1 6 " " n o r t h 1 6 " s p p 1 5 " drive pipe B e r l i n " " E r r o l s i gn 4 0 m ph " N o r t h 16 " " T o 1 1 0 a h e a d " " 4 m i l e s a r r o w " " T w o d i r e c t i o n a l s ou t h 1 6 " " n o r t h 16 by l a w " r e q u i r e d p e r m i t s " f i r e 10 0 0 1 00 1 1 0 0 2 1 003 1 0 0 4 1 00 5 1 00 6 1 00 7 1 0 08 1009 1010 1011 1012 10 1 3 10 1 4 1 0 1 5 1 0 1 6 101 7 1018 1019 10 2 0 1021 1022 1 0 2 3 10 2 4 1 02 5 1 026 1 0 27 102 8 1 0 29 1 0 30 1 031 1 0 32 1 03 3 103 4 103 5 1 0 36 10 3 7 1 0 38 1 0 39 10 4 0 104 1 10 4 2 1043 1044 10 4 5 10 4 6 1 047 10 4 8 10 4 9 1050 1051 1 0 5 2 1 0 5 3 10 5 4 105 5 1 056 105 7 1 0 58 1 0 59 1060 1 06 1 106 2 1 0 6 3 1064 1 0 6 5 1066 1 06 7 1 0 6 8 1 0 6 9 1 0 70 1071 1072 R O W R O W ROW R O W R O W R O W R O W R O W R O W ROW ROW R O W b l k hd r s t on e 2 3 4 1 P S N H FP 347 " S o u t h 16 " no # po l e guy " N o r t h 16 236 1 p s n h 3 4 9 n e t l i m i t 5 0 " " s p e e d 2 3 7 1 p s n h 3 5 0 1 9 4 n e t h d r s t o n e g r a v p u ll o ff 353 net 240 psnh 35 4 n e t 2 4 1 1 p s nh zone" " n o p a s s i n g zone" " n o p a s s i n g 3 5 8 S n e t 2 45 S 24 7 1 p s nh 248 1 p s nh 3 6 3 n e t 2 5 0 p s n h g r a v pu l l o f f 25 1 1 p s n h g r a v pu l l o ff 36 S n e t 254 S p s nh 367 n e t 254 p s n h 25 9 S p s n h 372 S n e t sign curve c g r g r a v p u ll o ff 3 7 4 n e t 261 1 p s nh 376 net 262 psnh 3 7 5 v z 1 9 4 p a r k i n g a s p h / g r a v 900 3 4 8 n e t 2 3 5 1 p s nh " s t o p " w ood s m i x e d " 1 3 ' - 0 "" m i x e d w o od s grass drive w o o d s m i x e d cr brick dr m i x e d w o od s 2 3 8 1 p s n h " J c t 110 A " C a m p g r o u n d 2 ‚ " " C e d a r P o n d n e x t 17 m il e s " " m o o s e c r o s s i n g 239 1 p s n h 352 n e t m i x e d w ood s m i x e d w oo d s m i x e d w oo d s m i x e d w ood s m i x e d w o o d s m i x e d w o o d s m i x e d w ood s m i x e d w o o d s m i x e d w o o d s m i x e d w o o d s mixed woods m i x e d w o o d s m i x e d w ood s m i x e d w o o d s m i x e d w oo d s m i x e d w o o d s mixed woods a p p l e t w i n 3 ' c Errol to a pp l e 2 ' c b i r c h 3 ' c & b r u s h m i x e d w o od s m a p l e 4 ' c birch dead 3'c b i r c h 3 ' c ash c l u m p ave 1 . 5 ' c m a p l e a v e q u a d ( 2 ) 1 . 5 ' c b i r c h 3 . 5 ' c m i x e d w o od s & b r u s h b r u s h p i n e 8 . 5 ' c b r u s h g r a v d r i v e & b r u s h m i x e d w o o d s b i r c h 5 ' c b r u s h b r u s h b i r c h 7 ' c brush maple 4'c birch twin 3'c maple 3'c maple twin 3'c maple 3'c g r a v e l r o a d B e r l i n t o mixed woods mixed woods si gn curve 5 0 " l i mi t " s p e e d 110A" J c t . bgr 2 3 3 1 p s nh 3 4 6 3 45 19 4 2 3 2 1 p s nh apple twin 3' c dr grav w ood s m i x e d m i x e d w ood s c h e v r o n ( 2 ) c he vr on ( 2) 3 2 0 6 J 2 & b r u s h m i x e d w o od s m i x e d w o o d s g r a v p u l l o ff p s n h / 1 / 6 B 1 374 - 1 f p / 1 9 4 H ill " " M u zz y n e t / 1 94 / 3 7 0 1 / p s n h / 2 5 7 n e t / 371 p s n h / 25 8 2 5 9 p s nh / 1 n e t / 372 260 p s n h / 1 n e t / 373 p s nh / 256 n e t/ 369 n e t/ 3 6 6 253 p s n h / 1 36 5 n e t / 194 p s n h / 252 n e t / 36 8 p s n h / 1 / 255 n e t/ 364 249 p s nh / 1 n e t/ 362 n o # ' s t e l po l e n e t / 3 5 9 2 4 6 p s n h / 1 n e t / 3 58 p s n h / 1 / 2 4 5 2 4 4 p s n h / 1 n e t / 3 5 7 243 p s n h n e t / 356 3 5 5 f p 1 9 4 p s n h / 1 / 2 4 2 & b r u s h w oo d s m i x e d w o od s m i x e d & b r u s h m i x e d w ood s West Milan to b y w a y s " c u l t u r a l " s c e n i c & n o # ' s t e l po l e II I . S . I . S . II I . S . II I . S . II I . S . II N NH R OU TE 1 6 NH R OU TE 16 ANDROSCOGGIN RIVER NH ROU TE 11 0 A M U ZZ Y H I LL RD NH 16 REHABILITATION PROJECT NH 16 PLAN VIEW NH 16 ELEVATION VIEW APPROX. SCALE IN FEET 120 0 120 240 P OND R OAD DU MM E R P U LL O FF R E CR E A T I O N A L P U L L O F F R E C R E A T I ONA L P U L L O F F R E CR E A T I ONA L PULLOFF R E C R E A T I O NA L SLOPE LINE SLOPE LINE SLOPE LINE DUMMER POND RD. 8/30/2018 NH RTE 110A MUZZY HILL RD. LIMIT OF WORK STA. 1076+10 CONSTRUCTION BEGIN FULL BOX STA. 1004+97 BEGIN APPROACH STA. 1004+17 LIMIT OF WORK STA. 1004+00 CONSTRUCTION END FULL BOX STA. 1069+50 BEGIN APPROACH END APPROACH STA. 1070+50 LINE ONLY CLEAR TO SLOPE LINE ONLY CLEAR TO SLOPE LINE ONLY CLEAR TO SLOPE CONSTRUCTION BEGIN FULL BOX STA. 1004+97 BEGIN APPROACH STA. 1004+17 LIMIT OF WORK STA. 1004+00 END APPROACH END APPROACH CONSTRUCTION END FULL BOX STA. 1069+50 BEGIN APPROACH END APPROACH STA. 1070+50 S L O P E E A S E . S L O P E E A S E . S L O P E E A S E . SIGHT LINE EASEMENT DRAIN. EASE. 354 / 285 225 ' ELE C T R I C E A S E M E N T (PER PLAN 2372) 677/347 100' UTIL. EASEMENT 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. Existing L.A.R.O.W. (Limited Access) Proposed L.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.) SLOPE EASE. DRAIN. EASE. DRAIN. EASE. DRAIN. EASE. DRAIN. EASE. DRAIN. EASE. EASE. DRIVE. TEMP. M I L D R E D S M I T H A PP A R E N T H E I R S O F X BAYROOT, LLC X S L O P E E A S E . EASE. TEMP.CONST Br o ok Ro b b i n s LLC BAYROOT, 3 RESOURCES BOARD c/o DES, WATER STATE OF NH 2 LLC BAYROOT, 3 RESOURCES BOARD c/o DES, WATER STATE OF NH 2 ED J. BATCHELDER, 1 A A DRAIN. EASE. DRAIN. EASE. EASE. TEMP. DRIVE. DRAIN. EASE. SLOPE EASE. DRAIN. EASE. SLOPE EASE. DRAIN. EASE. DRAIN. EASE. SLOPE EASE. DRAIN. EASE. FINAL PRESENTATION PLAN DUMMER-CAMBRIDGE-ERROL 16304 1110 1120 1130 1110 1120 1130 NGVD 29 1100 1110 1120 1130 1140 1150 1160 1170 1180 1190 1200 1000 1001 1002 1003 1004 1005 1006 1007 1008 1009 1010 1011 1012 1013 1014 1015 1016 1017 1018 1019 1020 1021 1022 1023 1024 1025 1026 1027 1028 1029 1030 1031 1032 1033 1034 1035 1036 1037 1038 1039 1040 1041 1042 1043 1044 1045 1046 1047 1048 1049 1050 1051 1052 1053 1054 1055 1056 1057 1058 1059 1060 1061 1062 1063 1064 1065 1066 1067 1068 1069 1070 1071 1072 1073 ELEV. =1148.24 ELEV. = 1142.02 ELEV. =1148.79 ELEV. = 1142.09 ELEV. =1146.32 ELEV. = 1144.21 ELEV. =1147.86 ELEV. = 1147.19 ELEV. =1205.93 1152.7 1151.6 1150.4 1149.2 1148.3 1148.0 1148.2 1148.0 1147.7 1147.9 1148.2 1148.7 1149.1 1149.1 1148.1 1146.6 1144.7 1143.0 1141.8 1140.7 1140.0 1140.0 1140.4 1141.5 1142.6 1143.7 1144.4 1144.8 1145.4 1146.2 1146.8 1147.4 1148.1 1148.2 1147.6 1146.3 1144.5 1142.8 1140.2 1141.3 1142.9 1142.0 1142.1 1139.6 1138.1 1136.5 1136.1 1136.3 1136.1 1136.2 1136.5 1137.1 1136.7 1136.2 1136.4 1136.7 1138.8 1138.0 1137.9 1138.6 1139.2 1138.5 1138.7 1138.2 1138.8 1140.1 1138.8 1139.7 1139.7 1140.0 1140.0 1139.3 1139.8 1138.5 1139.7 1139.5 1139.3 1138.4 1138.3 1139.7 1139.9 1137.1 1141.3 1139.2 1140.5 1141.4 1141.1 1140.8 1140.4 1140.3 1141.3 1141.6 1141.6 1142.0 1142.7 1142.8 1142.6 1141.9 1142.2 1143.0 1143.7 1143.7 1141.7 1142.2 1143.9 1144.1 1144.5 1146.1 1147.9 1152.7 1159.6 1165.0 1169.8 1172.3 1175.6 1179.1 1183.0 1183.1 1185.2 1187.0 1189.0 1191.3 1192.4 1193.0 1193.2 1194.9 1195.7 1197.6 1198.6 1200.0 1201.7 1202.2 1203.7 1204.7 1205.1 1204.6 1205.8 1206.7 1205.8 1204.1 1202.6 1201.3 1199.8 1198.0 1195.9 1193.8 1147.90 1148.12 1148.24 1148.10 1147.68 1147.00 1146.13 1145.27 1144.40 1143.53 1142.79 1142.30 1142.05 1142.05 1142.30 1142.79 1143.54 1144.40 1145.27 1146.14 1147.01 1147.81 1148.37 1148.70 1148.79 1148.64 1148.25 1147.63 1146.85 1146.12 1145.45 1144.85 1144.30 1143.82 1143.39 1143.03 1142.72 1142.48 1142.29 1142.17 1142.10 1142.10 1142.16 1142.27 1142.45 1142.69 1142.97 1143.25 1143.54 1143.82 1144.10 1144.39 1144.67 1144.95 1145.23 1145.52 1145.80 1146.07 1146.25 1146.32 1146.28 1146.14 1145.90 1145.65 1145.40 1145.15 1144.90 1144.65 1144.42 1144.27 1144.21 1144.25 1144.37 1144.59 1144.88 1145.19 1145.49 1145.79 1146.09 1146.39 1146.69 1146.99 1147.30 1147.58 1147.77 1147.86 1147.83 1147.69 1147.45 1147.23 1147.22 1147.44 1147.90 1148.60 1149.53 1150.70 1152.11 1153.76 1155.64 1157.76 1160.11 1162.71 1165.50 1168.33 1171.16 1173.99 1176.82 1179.53 1182.10 1184.53 1186.82 1188.96 1190.96 1192.82 1194.53 1196.10 1197.53 1198.81 1200.01 1201.21 1202.41 1203.55 1204.47 1205.17 1205.65 1205.89 1205.91 1205.70 1205.27 1204.61 1203.73 1202.62 1201.28 LOW POINT +74.90 LOW POINT +77.88 LOW POINT +56.02 LOW POINT +27.77 HIGH POINT +07.74 HIGH POINT +11.65 HIGH POINT +29.38 HIGH POINT +48.54 HIGH POINT +43.74 1100 1100 1130 1130 1120 1120 1110 1110 1100 1100 1130 1130 1120 1120 1110 1110 1100 1100 1130 1130 1120 1120 1110 1110 1100 1100 1140 1140 1100 1150 1110 1120 1130 1140 1150 1160 1160 1170 1170 1180 1180 1150 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 . R O W E X I S T . R O W EXIST. ROW E X I S T . R O W EXIST. ROW 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 o.h.w. Ex. ROW Ex. ROW t.o.b. Del. Wetland Del. Wetland Woods ROW 5 % 4 : 1 6 : 1 4' TREATMENT REQUIREMENTS 50' MIN. FOR 11' 11' 4' 2 : 1 ROADWAY LIMIT OF EXISTING C L NH 16 PROPOSED SECTION A-A STA 1033+50
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-
post
mb
cb
an
an
an
an
an
an
an
an
an
an
an
an
an
an
an
an
an
an
an
an
an
an
an
an
an
an a
n
NULL
an
an
1'hb
ndc
onc
NH
1/255/PB
push brace
ip
"trail"
both
w/arro
w
"south 1
6"
"north 1
6"
spp
15"
drive pipe
B
erli
n"
"Err
ol
sign40
mph
"North 1
6"
"To
110
ahea
d""4 mil
es
arro
w"
"Two dir
ecti
onal
sout
h 16
"
"north 1
6
by law"
required
permits
"fire
1000
1001
1002
1003
1004
1005
1006
1007
1008
1009
1010
1011
1012
10131014
1015 1016 1017 1018 1019 1020 1021 1022 1023 1024
10251026
10271028
10291030
10311032
10331034
10351036
10371038 1
039 10401041
1042
1043
1044
1045
1046
1047
1048
1049
1050
10511052
1053 1054 10551056
1057
1058
1059
1060
1061
1062
10631064
10651066
1067
1068
1069
1070
1071
1072
1011+04
.93PI
1022+67.57
PI
1040+20.41
PI
1051+81.47
PI
1056+74.52
PI
1061+99.13
PI
1069+21.14
PI
ROW
ROW
RO
W
ROW
ROW
ROW
ROW
ROW
ROW
ROWROW
ROW
blk hdr
stone
234
1PSN
HFP
347
"South 1
6"
no #p
olegu
y
"North 1
6
236
1psn
h349n
et
limit 5
0"
"spe
ed
237
1ps
nh35
0194
net
hdrsto
ne
grav pulloff
353
net
240
psnh
354
net
241
1
psnh
zone"
"no passing
zone"
"no passing
358S
net
245S247
1
psnh
248
1
psnh
363
net
250
psnh
grav pulloff
251
1
psnh
grav pulloff
36S
net
254S
psnh
367
net
254
psnh
259S
psnh
372S
net
sign
curvecgr
grav pulloff
374
net
261
1
psnh
376
net
262
psnh
375
vz 194
parkin
g
asph/gra
v
9003
48net2
351p
snh
"sto
p"
wood
smi
xed
"13'-0
""
mixe
d wo
ods
grass
drive
wood
smi
xed
cr brick dr
mixe
d wo
ods
2381
psnh
"Jct 1
10A"
Campgro
und 2‚ ""Ced
ar Pond
next 17
miles"
"moose c
rossing
239
1psnh352net
mixed woods
mixed woods
mixed woods
mixed woods
mixed woods
mixed woodsmixed woods
mixed woods mixed woods
mixed woods
mixed woods
mixed woods
mixed woods
mixed woods
mixed woods
mixed woods
mixed
woods
apple
twin
3'c
Errol
to
apple
2'c
birch
3'c
& brush
mixed woods
maple
4'c
birch
dead
3'c birch
3'c
ash
clump
ave
1.5'c
maple
ave quad
(2) 1.5'c
birch3.5'c
mixed woods & brush
brush
pine8.5'c
brush
gra
v
dri
ve
& brush
mixed woods
birch
5'c
brush
brush
birch
7'c
brush
maple
4'c
birch
twin
3'c
maple
3'c
maple
twin
3'c
maple
3'c
gravel road
Berlin
to
mixed
woods
mixed
woods
sign
curve
50"
li
mit
"speed
110
A"
Jct.
bgr
233
1psn
h346
3451
9423
21p
snh
apple
twin
3'c
dr
grav
wood
smi
xed
mixe
d wo
ods
chevron (2)
chevron (2)
3206
J2
& brush
mixed woods
mixed woods
grav pulloff
psnh/1/6B1
374-1
fp/194
Hill
""M
uzzy
net/194/370
1/psnh/257
net/371
psnh/258
259
psnh/1
net/372
260
psnh/1
net/373
psnh/256
net/369
net/366
253
psnh/1
365
net/194
psnh/252
net/368
psnh/1/255
net/364
249
psnh/1
net/362
no #'s
tel pole
net/359246
psnh/1
net/358psnh/1/245
244psnh/1net/357
243
psnhnet/356
355fp 194
psnh/1/242
& br
ush
wood
smi
xed
woodsmixed
& brush
mixed woods
West
Milan
to
byw
ays"
cult
ural
"sce
nic
&
no #'s
tel pole
III.
S.
I.S.
II
I.S.
II
I.S.
II
I.S.
II
N
NH R
OUTE 16
NH R
OUTE 16
ANDROSCOGGIN RIVER
NH R
OU
TE 1
10
A
MU
ZZ
Y HIL
L R
D
scale: 60
size: 134x36
pentable: 2017-11-06_Pub_Hear.tbl
Plot driver; pdf11x17C-heavy.plt
to print....
NH 16 REHABILITATION PROJECT
NH 16 PLAN VIEW
NH 16 ELEVATION VIEW
APPROX. SCALE IN FEET
120 0 120 240
POND ROAD
DUMMER
PULLOFF
RECREATIONAL
PULLOFFRECREATIONAL
PULLOFFRECREATIONAL
PULLOFF
RECREATIONAL
SLOPE LINE
SLOPE LINE
SLOPE LINE
DUMMER POND RD.
8/30/2018
NH RTE 110A
MUZZY HILL RD.
LIMIT OF WORK
STA. 1076+10
CONSTRUCTION
BEGIN FULL BOX
STA. 1004+97
BEGIN APPROACH
STA. 1004+17
LIMIT OF WORK
STA. 1004+00
CONSTRUCTION
END FULL BOX
STA. 1069+50
BEGIN APPROACH
END APPROACH
STA. 1070+50
LINE ONLY
CLEAR TO SLOPE
LINE ONLY
CLEAR TO SLOPE
LINE ONLY
CLEAR TO SLOPE
CONSTRUCTION
BEGIN FULL BOX
STA. 1004+97
BEGIN APPROACH
STA. 1004+17
LIMIT OF WORK
STA. 1004+00
END APPROACH
END APPROACH
CONSTRUCTION
END FULL BOX
STA. 1069+50
BEGIN APPROACH
END APPROACH
STA. 1070+50
SLOP
E EA
SE.
SLOPE EASE.
SLOPE EASE.
SI
GHT LI
NE E
ASE
ME
NT
DRAIN. EASE.
354/285
225' ELECTRIC EASEMENT
(P
ER P
LA
N 2372)
677/347
100'
UTI
L.
EAS
EM
EN
T
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.
Existing L.A.R.O.W. (Limited Access)
Proposed L.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.)
SLOPE EASE.
DRAIN. EASE.DRAIN. EASE.
DRAIN. EASE.
DRAIN. EASE. DRAIN. EASE.
EASE.
DRIVE.
TEMP.
MILDRED SMITH
APPARENT HEIRS OF
X
BAYROOT, LLC
X
SLOPE EASE.
EASE.
TEMP.CONST
Bro
ok
Robbins
LLC
BAYROOT,
3
RESOURCES BOARD
c/o DES, WATER
STATE OF NH
2
LLC
BAYROOT,
3
RESOURCES BOARD
c/o DES, WATER
STATE OF NH
2
ED J.
BATCHELDER,
1
A
A
DRAIN. EASE.
DRAIN. EASE.
EASE.
TEMP. DRIVE.
DRAIN. EASE.SLOPE EASE.
DRAIN. EASE.
SLOPE EASE.
DRAIN. EASE.
DRAIN. EASE.
SLOPE EASE.DRAIN. EASE.
FINAL PRESENTATION PLAN
DUMMER-CAMBRIDGE-ERROL 16304
1110
1120
1130
1110
1120
1130
NGVD 29 1100
1110
1120
1130
1140
1150
1160
1170
1180
1190
1200
1000 1001 1002 1003 1004 1005 1006 1007 1008 1009 1010 1011 1012 1013 1014 1015 1016 1017 1018 1019 1020 1021 1022 1023 1024 1025 1026 1027 1028 1029 1030 1031 1032 1033 1034 1035 1036 1037 1038 1039 1040 1041 1042 1043 1044 1045 1046 1047 1048 1049 1050 1051 1052 1053 1054 1055 1056 1057 1058 1059 1060 1061 1062 1063 1064 1065 1066 1067 1068 1069 1070 1071 1072 1073
EL
EV.
=1
14
8.
24
EL
EV.
= 1
14
2.
02
EL
EV.
=1
14
8.
79
EL
EV.
= 1
14
2.
09
EL
EV.
=1
14
6.
32
EL
EV.
= 1
14
4.
21
EL
EV.
=1
14
7.
86
EL
EV.
= 1
14
7.
19
EL
EV.
=1
20
5.
93
1
15
2.
7
1
15
1.
6
1
15
0.
4
1
14
9.
2
1
14
8.
3
1
14
8.
0
1
14
8.
2
1
14
8.
0
1
14
7.
7
1
14
7.
9
1
14
8.
2
1
14
8.
7
1
14
9.
1
1
14
9.
1
1
14
8.
1
1
14
6.
6
1
14
4.
7
1
14
3.
0
1
14
1.
8
1
14
0.
7
1
14
0.
0
1
14
0.
0
1
14
0.
4
1
14
1.
5
1
14
2.
6
1
14
3.
7
1
14
4.
4
1
14
4.
8
1
14
5.
4
1
14
6.
2
1
14
6.
8
1
14
7.
4
1
14
8.
1
1
14
8.
2
1
14
7.
6
1
14
6.
3
1
14
4.
5
1
14
2.
8
1
14
0.
2
1
14
1.
3
1
14
2.
9
1
14
2.
0
1
14
2.
1
1
13
9.
6
1
13
8.
1
1
13
6.
5
1
13
6.
1
1
13
6.
3
1
13
6.
1
1
13
6.
2
1
13
6.
5
1
13
7.
1
1
13
6.
7
1
13
6.
2
1
13
6.
4
1
13
6.
7
1
13
8.
8
1
13
8.
0
1
13
7.
9
1
13
8.
6
1
13
9.
2
1
13
8.
5
1
13
8.
7
1
13
8.
2
1
13
8.
8
1
14
0.
1
1
13
8.
8
1
13
9.
7
1
13
9.
7
1
14
0.
0
1
14
0.
0
1
13
9.
3
1
13
9.
8
1
13
8.
5
1
13
9.
7
1
13
9.
5
1
13
9.
3
1
13
8.
4
1
13
8.
3
1
13
9.
7
1
13
9.
9
1
13
7.
1
1
14
1.
3
1
13
9.
2
1
14
0.
5
1
14
1.
4
1
14
1.
1
1
14
0.
8
1
14
0.
4
1
14
0.
3
1
14
1.
3
1
14
1.
6
1
14
1.
6
1
14
2.
0
1
14
2.
7
1
14
2.
8
1
14
2.
6
1
14
1.
9
1
14
2.
2
1
14
3.
0
1
14
3.
7
1
14
3.
7
1
14
1.
7
1
14
2.
2
1
14
3.
9
1
14
4.
1
1
14
4.
5
1
14
6.
1
1
14
7.
9
1
15
2.
7
1
15
9.
6
1
16
5.
0
1
16
9.
8
1
17
2.
3
1
17
5.
6
1
17
9.
1
1
18
3.
0
1
18
3.
1
1
18
5.
2
1
18
7.
0
1
18
9.
0
1
19
1.
3
1
19
2.
4
1
19
3.
0
1
19
3.
2
1
19
4.
9
1
19
5.
7
1
19
7.
6
1
19
8.
6
1
20
0.
0
1
20
1.
7
1
20
2.
2
1
20
3.
7
1
20
4.
7
1
20
5.
1
1
20
4.
6
1
20
5.
8
1
20
6.
7
1
20
5.
8
1
20
4.
1
1
20
2.
6
1
20
1.
3
1
19
9.
8
1
19
8.
0
1
19
5.
9
1
19
3.
8
1
14
7.
90
1
14
8.
12
1
14
8.
24
1
14
8.
10
1
14
7.
68
1
14
7.
00
1
14
6.
13
1
14
5.
27
1
14
4.
40
1
14
3.
53
1
14
2.
79
1
14
2.
30
1
14
2.
05
1
14
2.
05
1
14
2.
30
1
14
2.
79
1
14
3.
54
1
14
4.
40
1
14
5.
27
1
14
6.
14
1
14
7.
01
1
14
7.
81
1
14
8.
37
1
14
8.
70
1
14
8.
79
1
14
8.
64
1
14
8.
25
1
14
7.
63
1
14
6.
85
1
14
6.
12
1
14
5.
45
1
14
4.
85
1
14
4.
30
1
14
3.
82
1
14
3.
39
1
14
3.
03
1
14
2.
72
1
14
2.
48
1
14
2.
29
1
14
2.
17
1
14
2.
10
1
14
2.
10
1
14
2.
16
1
14
2.
27
1
14
2.
45
1
14
2.
69
1
14
2.
97
1
14
3.
25
1
14
3.
54
1
14
3.
82
1
14
4.
10
1
14
4.
39
1
14
4.
67
1
14
4.
95
1
14
5.
23
1
14
5.
52
1
14
5.
80
1
14
6.
07
1
14
6.
25
1
14
6.
32
1
14
6.
28
1
14
6.
14
1
14
5.
90
1
14
5.
65
1
14
5.
40
1
14
5.
15
1
14
4.
90
1
14
4.
65
1
14
4.
42
1
14
4.
27
1
14
4.
21
1
14
4.
25
1
14
4.
37
1
14
4.
59
1
14
4.
88
1
14
5.
19
1
14
5.
49
1
14
5.
79
1
14
6.
09
1
14
6.
39
1
14
6.
69
1
14
6.
99
1
14
7.
30
1
14
7.
58
1
14
7.
77
1
14
7.
86
1
14
7.
83
1
14
7.
69
1
14
7.
45
1
14
7.
23
1
14
7.
22
1
14
7.
44
1
14
7.
90
1
14
8.
60
1
14
9.
53
1
15
0.
70
1
15
2.
11
1
15
3.
76
1
15
5.
64
1
15
7.
76
1
16
0.
11
1
16
2.
71
1
16
5.
50
1
16
8.
33
1
17
1.
16
1
17
3.
99
1
17
6.
82
1
17
9.
53
1
18
2.
10
1
18
4.
53
1
18
6.
82
1
18
8.
96
1
19
0.
96
1
19
2.
82
1
19
4.
53
1
19
6.
10
1
19
7.
53
1
19
8.
81
1
20
0.
01
1
20
1.
21
1
20
2.
41
1
20
3.
55
1
20
4.
47
1
20
5.
17
1
20
5.
65
1
20
5.
89
1
20
5.
91
1
20
5.
70
1
20
5.
27
1
20
4.
61
1
20
3.
73
1
20
2.
62
1
20
1.
28
LO
W
POI
NT
+7
4.
90
LO
W
POI
NT
+7
7.
88
LO
W
POI
NT
+5
6.
02
LO
W
POI
NT
+2
7.
77
HI
GH
POI
NT
+0
7.
74
HI
GH
POI
NT
+1
1.
65
HI
GH
POI
NT
+2
9.
38
HI
GH
POI
NT
+4
8.
54
HI
GH
POI
NT
+4
3.
74
1100 1100
1130 1130
1120 1120
1110 1110
1100 1100
1130 1130
1120 1120
1110 1110
1100 1100
1130 1130
1120 1120
1110 1110
1100 1100
1140 1140
1100 1150
1110
1120
1130
1140
1150
1160 1160
1170 1170
1180 1180
1150
EXIST. ROW
EXIST. ROW
EXIST. ROW
EXIST. ROWEXIST. ROW
EXIST. ROW
EXIST. ROW
EXIST. ROW
EXIST. R
OW
EXIST.
RO
W
EXIS
T. R
OW
EXIS
T. R
OW
EXIS
T. R
OW
o.
h.
w.
Ex.
RO
W
Ex.
RO
W
t.o.b.
Del.
Wetlan
d
Del.
Wetlan
d
Wo
ods
RO
W
5%
4:16:1
4'
TREATMENT REQUIREMENTS
50' MIN. FOR
11'11'4'
2:1
ROADWAY
LIMIT OF EXISTING
CL
NH 16PROPOSED
SECTION A-A
STA 1033+50
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