SHEET NO. DESCRIPTION
INDEX OF SHEETS
OR AS ORDERED.
LEVELING COURSE TO THE RATES INDICATED ON THE PLANS
MODIFY SUPERELEVATION ON EXISTING CURVES BY THE USE OF A
WITHOUT FIRST MAKING PROVISIONS FOR RELOCATION.
NO EXISTING MONUMENTS, BOUNDS, OR BENCHMARKS SHALL BE DISTURBED
OTHERWISE SHOWN ON THE PLANS OR AS ORDERED BY THE ENGINEER.
PERFORM ALL WORK WITHIN THE EXISTING RIGHT-OF-WAY, UNLESS
REMOVE UNPROTECTED PROJECT MARKERS (SUBSIDIARY).
1
2
3
4
5
6
7
8
WILL BE USED ON THIS PROJECT:
THE FOLLOWING GENERAL NOTES
GENERAL NOTES
EQUIPMENT, ESPECIALLY CRANES AND PILE DRIVING EQUIPMENT.
EXTREME CAUTION WILL BE REQUIRED IN THE OPERATION OF
ON REGULAR POLES. THE CONTRACTOR IS ADVISED THAT
AND RUNNING ALONG THE ROAD THROUGHOUT THE PROJECT EVEN
THROUGHOUT THE PROJECT WITH CROSSINGS AT VARIOUS LOCATIONS
HIGH TENSION OVERHEAD TRANSMISSION LINES ARE LOCATED
THE CONTRACT.
MARKERS ORDERED WILL BE PAID UNDER THE APPROPRIATE ITEMS OF
BE RESET (SUBSIDIARY). ADDITIONAL DELINEATORS AND WITNESS
DETERMINED BY THE ENGINEER TO BE IN ACCEPTABLE CONDITION SHALL
EXISTING DELINEATORS AND WITNESS MARKERS THAT ARE REMOVED AND
9
ELEVATIONS ARE REFERENCED TO NGVD 1929.
NAD83, 1986 ADJUSTMENT AND THE BEARINGS ARE GRID.
COORDINATES ARE NEW HAMPSHIRE STATE PLANE COORDINATES OF
FIELD NOTES CAN BE FOUND IN THE FIELD BOOK(S) .
SURVEY DATA FOR THIS PROJECT WAS COLLECTED BY SDR AND THE
SUBSIDIARY TO THE APPROPRIATE 203 ITEMS.
INCLUDED IN THE QUANTITY SUMMARIES, AND ARE CONSIDERED
AS SHOWN ON THE TYPICALS HAVE NOT BEEN CALCULATED AND ARE NOT
QUANTITIES FOR EMBANKMENT AND EXCAVATION FOR SLOPE ROUNDINGS
DATED 2010 (A BOUND BOOK).
FOR STANDARD PLANS, SEE "STANDARD PLANS FOR ROAD CONSTRUCTION"
REVISION DATE
11-21-14
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
40092
DGN
index_sheet
STATE OF NEW HAMPSHIRE
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
2 25
AND GENERAL NOTES
INDEX OF SHEETS
1 4 5 6 7 8 9
15-25 Route 13
CROSS SECTIONS
13,14 PAVEMENT MARKING and SIGNING SHEETS
12 PROFILE
10,11 GENERAL PLAN SHEETS
ROADWAY PLANS
8,9 SIGN TEXT LAYOUT SHEET
7 SUMMARY OF QUANTITIES
6 DRIVEWAY DETAILS
5 TYPICAL SECTIONS OF IMPROVEMENT
3,4 STANDARD SYMBOLS
2 INDEX OF SHEETS AND GENERAL NOTES
1 TITLE PAGE
13451
index_sheet.dgn Default 5/26/2016 9:11:14 AM “n34mem”
w
DRIVEWAYS
BUILDINGS
FOUNDATION
STEPS AND WALK
INTERMITTENT WATER COURSE
SHORE LINE
BRUSH OR WOODS LINE
TREES (PLANS)
HEDGE
WELL
SEPTIC TANK
LEACH FIELD
GAS PUMP
FUEL TANK (ABOVE GROUND)
GRAVE
ROCK OUTCROP
ORIGINAL GROUND
(TYPICALS & SECTIONS ONLY)
(TYPICALS)
ROCK LINE
STONE WALL
RETAINING WALL (LABEL TYPE)
SIGNS
MAILBOX
(label type)
(label type)
river/stream
(deciduous)(coniferous) (stump)
(double post)
(single post)
(label type)
SATELLITE DISH ANTENNA
DELINEATED WETLAND
BORING LOCATION
TEST PIT
CONSTRUCTION BASELINE
PC, PT, POT (ON CONST BASELINE)
PI (IN CONSTRUCTION BASELINES)
INTERSECTION OR EQUATION OF
TWO LINES
ORIGINAL GROUND LINE
(PROFILES AND CROSS-SECTIONS)
PROFILE GRADE LINE
(PROFILES AND CROSS-SECTIONS)
SLOPE LINE (FILL)
SLOPE LINE (CUT)
ORIGINAL GROUND ELEVATION (LEFT)
FINISHED GRADE ELEVATION (RIGHT)
INTERSTATE NUMBERED HIGHWAY
UNITED STATES NUMBERED HIGHWAY
STATE NUMBERED HIGHWAY
PROFILES AND CROSS SECTIONS:
(label surface type)
pond
(label size & type)
FLAG POLE
ENGINEERING
SLOPE LINE
79.
14
72.
5
CLEARING LINE
EDGE OF PAVEMENT
TRAVELED WAY
ROADWAY
PROPOSED
roadway
existing
outside slope lines)
(pavement removed
be removed)
(building to
of building)
(label house or type
water body)
(label name of
fp
field
leach
retained ground)
(points toward
s
gp
ft
gr
mb
da
vpVENT PIPE
PHONE
TIDAL BUFFER ZONE
ORDINARY HIGH WATER
SPECIAL AQUATIC SITE
TOP OF BANK
TOP OF BANK & ORDINARY HIGH WATER
VERNAL POOL
INVASIVE SPECIES
SLOPE LINE
CLEARING LINE
30 31 32
GENERAL
ph
STORAGE TANK FILLER CAP
2
PUB2E
cgr
JERSEY BARRIER
fc
B
WATER FRONT BUFFER
NATURAL WOODLAND BUFFER
POTENTIAL WET AREA SYMBOL
MONITORING WELL
II
I.S.
I
I.S.INVASIVE SPECIES LABEL
TP
PRIME WETLAND
WETLAND DESIGNATION AND TYPE
293
3
102
BRIDGE CROSSINGS
STREAM OVERPASS
TREE OR STUMP (CROSS-SECTIONS)
(show station, circumference in feet & type)
existing PROPOSED
500 YEAR FLOODPLAIN BOUNDARY
100 YEAR FLOODPLAIN BOUNDARY
FLOODPLAIN / FLOODWAY
FLOODWAY
GROUND LIGHT/LAMP POST gl lp
FENCE (LABEL TYPE)
CURB (LABEL TYPE)
w
mon
SHEET 1 OF 2
NON-JURISDICTIONAL DRAINAGE AREA
COWARDIN DISTINCTION LINE
PRIME WETLAND 100' BUFFER
WIDTH AT BANK FULL
MEAN HIGH WATER
MEAN LOW WATER
DEVELOPED TIDAL BUFFER ZONE
REFERENCE LINE
SHORELAND - WETLAND
GUARDRAIL (label type)bgr
NORMAL HIGH WATER
HIGHEST OBSERVABLE TIDE LINE
PROTECTED SHORELAND
REVISION DATE
11-21-2014
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
40092
DGN
stdsymb1_2
STATE OF NEW HAMPSHIRE
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
3 25
STANDARD SYMBOLS
stdsymb1_2.dgn Default 5/26/2016 9:12:28 AM “n34mem”
TELEPHONE POLE
POWER POLE
JOINT OCCUPANCY
MISCELLANEOUS/UNKNOWN POLE
POLE STATUS:
AS APPLICABLE e.g.:
LIGHT POLE
LIGHT ON POWER POLE
LIGHT ON JOINT POLE
(plot point at face
not center of symbol)
RIGHT-OF-WAY LINE
PROPERTY LINE
TOWN LINE
COUNTY LINE
STATE LINE
BOUND
DRILL HOLE IN ROCK
NATIONAL FOREST
(label type)
BOW
CONCORD
COOS
GRAFTON
MAINE
IRON PIPE OR PIN
NHDOT PROJECT MARKER
PEDESTAL WITH PEDESTRIAN SIGNAL
HEADS AND PUSH BUTTON UNIT
CONTROLLER CABINET
METER PEDESTAL
PULL BOX
LOOP DETECTOR (QUADRUPOLE)
LOOP DETECTOR (RECTANGULAR)
(label size)
(label size)
PROPERTY PARCEL NUMBER
HISTORIC PROPERTY
WATER SHUT OFF
GAS SHUT OFF
RAILROAD
RAILROAD SIGN
RAILROAD SIGNAL
(label ownership)
HYDRANT
UTILITY JUNCTION BOX
MAST ARM (existing)
OPTICOM RECEIVER
OPTICOM STROBE
MANHOLE
CATCH BASIN
DROP INLET
DRAINAGE PIPE (existing)
EROSION CONTROL/ STONE
SLOPE PROTECTION
(existing)
DRAINAGE
BOUNDARIES / RIGHT-OF-WAY
UTILITIES
di
cb (PROPOSED)
RCP
g os
H Y D
12
DRAINAGE PIPE (PROPOSED)
HEADER (existing & PROPOSED)
REMOVE, LEAVE, PROPOSED, OR TEMPORARYEND SECTION (existing & PROPOSED)
OPEN DITCH (PROPOSED)
SEWER
TELEPHONE
ELECTRICAL
GAS
30' MA
NEW HAMPSHIRE
S/L T/L
bnd
TOWN LINE MONUMENT
STATE LINE/
of flow
direction
show& type)
(label size
& type)
(label size
W/ FLUSHING BASIN
UNDERDRAIN (PROPOSED)
STAN'S
SIGN
MANHOLES
TRAFFIC SIGNAL
RR RIGHT-OF-WAY LINE
PROPERTY LINE (COMMON OWNER)
TAX MAP AND LOT NUMBER
protection)
(with stone outlet
6.80 Ac.±
1642/341
14
156
note if abandoned)
label size, type and
(on existing lines
UNDERGROUND UTILITIES
W/ FLUSHING BASINUNDERDRAIN (existing)
L P+04
25.0'
R T+04
25.0'
jb
M H T
M H E
M H S
M H G
SOG
W
SO
m h
e
m h
g
hy d
m ht
m h
s
wso
cc
pb
mp
PB
MP
(NOTE ANGLE FROM Å)
FENCING NOTE
CLEARING AND GRUBBING AREA
DRAINAGE NOTE
GUARDRAIL NOTE
G-1
B-1
LIGHTING NOTE
EROSION CONTROL NOTE
A
1
A
A
1
A
CONSTRUCTION NOTES
(PROPOSED)
GUY POLE OR PUSH BRACE
BENCH MARK / SURVEY DISK
METAL or PLASTIC
CURB MARK NUMBER - GRANITE
CURB MARK NUMBER - BITUMINOUS
fb
TELEPHONE
ELECTRIC
GAS
LIGHTING
FIBER OPTIC
INTELLIGENT TRANSPORTATION SYSTEM
WATER
SEWER
JB
CC
SIGNAL CONDUIT
PROPOSEDexistingPROPOSEDexisting
dh
ip
1TRAFFIC SIGNAL NOTE
OVERHEAD ELECTRIC
SHEET 2 OF 2
m h
uUNKNOWN
m hd
TRAFFIC SIGNALS / ITS
ITS NOTE 1
FIBER OPTIC DELINEATOR
s vf
ITSitsVS F
FODfod
VARIABLE SPEED LIMIT SIGN
DYNAMIC MESSAGE SIGN
FIBER OPTIC SPLICE VAULT
ROAD AND WEATHER INFO SYSTEM
CAMERA POLE (CCTV)
ITS EQUIPMENT CABINET
CONSERVATION LAND
REVISION DATE
11-21-2014
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
40092
DGN
stdsymb1_2
STATE OF NEW HAMPSHIRE
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
4 25
STANDARD SYMBOLS
stdsymb1_2.dgn Default 5/26/2016 9:13:14 AM “n34mem”
1•
"
11'-0" 11'-0"
5%
NH ROUTE 13
1'
NOT TO SCALE
À
CONSTRUCTION
GENERAL NOTES:
VARIES 0' - 12'
4' - 6'
VARIES
5%2%2%
5%
4' - 6'
VARIES
2.5'
6:1
Existing Ground
7'±5'±
BOTTOM OF SLOPE
4:1
2:1
ITEM 647.1 - HUMUS (TYP.)
ITEM 641. LOAM OR
6:1Existing Ground
7'± 5'±
BOTTOM OF SLOPE
4:1
2:1
ITEM 647.1 - HUMUS (TYP.)
ITEM 641. LOAM OR1'
2.5'
5%
STEP BOX WIDENING DETAIL
Existing T.W.
1•
"
SLOPE OF PAVEMENT
Å
CONSTRUCTION
2•
"
6:1Existing Ground
7'±5'±
BOTTOM OF SLOPE
2:1
1'
2.5'
2:1BITUMINOUS PAVEMENT
ITEM 628.2 - SAWED
ITEM 647.1 - HUMUS (TYP.)
ITEM 641. LOAM OR
FILL SLOPES
IN 6:1
7.0'
EXISTING
MATCH
À
CONSTRUCTION
2% 2%
2'-0" 2'-0"
12"
(6" REVEAL, 3" RADIUS)
CURB, 18" HIGH, W/3" ROUNDED EDGE
ITEM 609.01187 - STRAIGHT GRANITE
R
3"3"
3"
1'-6" 1'-6"
1'-0"
1•" WEARING COURSE, 0.085 T./S.Y.
MACHINE METHOD
ITEM 403.11002 - HOT BITUMINOUS PAVEMENT,
11.0'to 16.0'
VARIES
12"
12"
1'
1 1/2 " WEARING COURSE, 0.085 T./S.Y.
MACHINE METHOD
ITEM 403.11002 - HOT BITUMINOUS PAVEMENT,
VARIES (15.0' TO 21.0')
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
SH
EE
T
CH
EC
KE
D
AS
BUI
LT
DE
TAI
LS
DA
TE
DA
TE
DA
TE
DA
TE
NU
MB
ER
DA
TE
ST
ATI
ON
ST
ATI
ON
DE
SC
RI
PTI
ON
RE
VI
SI
ON
S
AF
TE
R
PR
OP
OS
AL
40092
DGN
40092TYP
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
5 25
5/16
5/16
M.
Marshall
J.
Hebert
IMPROVEMENT (40092)
TYPICAL SECTIONS OF
2•
"
MULCH AND TACKIFIERS
ESTABLISHMENT WITH
ITEM 646.31 - TURF
MULCH AND TACKIFIERS
ESTABLISHMENT WITH
ITEM 646.31 - TURF
MULCH AND TACKIFIERS
ESTABLISHMENT WITH
ITEM 646.31 - TURF
ITEM 304.2 - GRAVEL (F)(12")
ITEM 304.3 - CRUSHED GRAVEL (F)(12")
ITEM 304.3 - CRUSHED GRAVEL (F)(12")
ITEM 304.2 - GRAVEL (F)(12")
2:1 CUT = 25 CY/100 LF
6:1 CUT = 31 CY/100 LF
2:1 FILL = 25 CY/100 LF
6:1 FILL = 40 CY/100 LF
2:1 CUT = 25 CY/100 LF
6:1 CUT = 17 CY/100 LF
2:1 FILL = 25 CY/100 LF
6:1 FILL = 56 CY/100 LF
3.7 CY/100 LF/1' OF WIDTH
3.7 CY/100 LF/1' OF WIDTH
see plans
Width varies
12"
3"
8"
8"
CRUSHED GRAVEL FOR DRIVES
ITEM 304.35 -
HAND METHOD (3" DEEP)
BITUMINOUS PAVEMENT,
ITEM 403.12- HOT
CONCRETE SIDEWALK (F)
ITEM 608.26 - 6"
FOR DRIVES
CRUSHED GRAVEL
ITEM 304.35 -
FOR ALL LONGITUDINAL PAVEMENT JOINTS.
1. ITEM 403.6 - PAVEMENT JOINT ADHESIVE IS REQUIRED
CONTRACT ADMINISTRATOR OR AS SHOWN PER PLANS.
2. NO CLEARING SHALL OCCUR UNLESS APPROVED BY THE
TO PRODUCE A SMOOTH PROFILE.
3. SUFFICIENT FIELD MEASUREMENTS SHALL BE TAKEN
NH ROUTE 13.
4. EXISTING SUPERELEVATION SHALL BE MAINTAINED ON
INSIDE EXISTING TRAVELWAY.
5. THE SAW CUT FOR STEP BOX WIDENING WILL BE 1'
CURB, 18" HIGH, W/3" ROUNDED EDGE
ITEM 609.01187 - STRAIGHT GRANITE
NH 13 STA. 112+00
STA. 100+50 to 119+00
STA. 102+00 to 117+50 LT & RT
2 1/2 " BASE COURSE, 0.142 T./S.Y.
2 1/2 " BINDER COURSE, 0.142 T./S.Y.
PAVEMENT, MACHINE METHOD
ITEM 403.11002 - HOT BITUMINOUS
VARIES (4.0'- 6.0')
POST OFFICE DRIVE CURB DETAIL
POST OFFICE DRIVE DETAIL
6:1
Existing Ground2:1
MULCH AND TACKIFIERS
ESTABLISHMENT WITH
ITEM 646.31 - TURF
ITEM 647.1 - HUMUS (TYP.)
ITEM 641. LOAM OR
STA. 113+50 to 115+50 RT
TREATMENT SWALE
2:1
2:1
5'
40092TYP.dgn Default 5/31/2016 2:22:58 PM “n34mem”
(NORMALLY 12" UNLESS OTHERWISE NOTED)
DRIVE PIPE - DIAMETER VARIES
(SEE NOTE NO. 4)
ITEM 304.35 - CRUSHED GRAVEL FOR DRIVES
DI
TC
H
À
SEE ROADWAY TYPICAL
VARIES
POINTS
BREAK
(0.5% MIN. - 5% MAX.)
SLOPE VARIES
DRIVEWAY
A
A
(SEE NOTE NO. 4)
ITEM 403.12 - H.B.P. (HAND METHOD)
(SEE NOTE NO. 4)
ITEM 304.35 - CRUSHED GRAVEL FOR DRIVES
(SEE NOTE NOS. 1-3)
COURSES
ROADWAY BASE
DRIVEWAY
SLOPE OF SHOULDER
(SEE NOTE NO. 4)
ITEM 403.12 - H.B.P. (HAND METHOD)
(6'-0" MIN. DES.)
CURB TAPER (TYP.)
(SEE NOTE NO. 9)
CURB CUT VARIES
(5'-0" TYP.)
SIDEWALK WIDTH VARIES
12:1 MAX.
SLOPE
VA
RI
ES
SL
OP
E
SIDEWALK
SLOPE OF
SL
OP
E
(2% MAX.)
1.6% TYP.
VARIES
WIDTH
(SEE NOTE NO. 5)
RADIUS VARIES
REVEAL
7"
REVEAL
2"
CURB CUT
VARIES
2" LIP
DRIVE À
(SEE NOTE NO. 4)
ITEM 403.12 - H.B.P. (HAND METHOD)
18"
SIDEWALK
VARIES
PLATFORM
VARIES
VARIES VARIES
SLOPE OF SIDEWALK
DRIVEWAY
(SEE NOTE NO. 4)
ITEM 304.35 - CRUSHED GRAVEL FOR DRIVES
BREAK POINT
FILL SECTION *
IN WIDTH OF CURB
TRANSITION LIP
VARIES (TYP.)
(6'-0" MIN. DES.)
CURB TAPER (TYP.)
2"
CURB (TYP.)
CURB (TYP.)
CURB
9. CURB CUTS FOR RESIDENTIAL DRIVES WITH ANGLES OF ENTRY OF 75°-90° ARE TYPICALLY 25'-0".
8. CURBING CAN BE FLARED TO FIT DRIVE RADII IF APPROPRIATE OR ENDED AS DETAILED ABOVE.
7. USE SLOPED END SECTIONS ON DRIVE PIPES FOR UNCURBED DRIVEWAYS.
6. DITCHES ARE RECOMMENDED FOR UNCURBED DRIVEWAYS IN CUT SLOPES.
5. FOR DESIGN CRITERIA AND OTHER ADDITIONAL INFORMATION, REFER TO THE NHDOT DRIVEWAY MANUAL.
COURSES
ROADWAY BASE
CUT SECTION *
(0.5% MIN. - 5% MAX.)
SLOPE VARIES *
4:1 MAX. STEEPNESS FOR DRIVE PIPE COVER
6:1 (TYP.)
PAVEMENT
EDGE OF ROADWAY
REVEAL
2"
RAMP
EDGE OF
SHOULDER EDGE
PROFILE
(SEE DETAIL)
LIP
COURSES
ROADWAY BASE
PLAN VIEW WITH SIDEWALK RAMP
TYPICAL URBAN CURBED DRIVE IN CUT/FILL SECTION
LIP DETAIL
TYPICAL UNCURBED DRIVE IN CUT SECTION
AA
DITCH DRIVE SLOPE
GENERAL NOTES
END VIEW
1'-0"
PLATFORM
VARIES - 20'-0" MIN. DESIRABLE
PAVED APRON
VARIES (5'-0" MIN.)
A-A DRIVEWAY CROSS-SECTION
(SEE NOTE NOS. 1-3)
PAVEMENT
ROADWAY
EDGE OF
PLATFORM
VARIES - 20'-0" MIN. DESIRABLE
PAVED APRON
VARIES (5'-0" MIN.)
TYPICAL UNCURBED DRIVE IN FILL SECTION
NOTE: REFER TO PAVEMENT LAYOUT PLANS AND CROSS-SECTIONS FOR DRIVEWAY LENGTHS, WIDTHS, RADII, CURB CUTS, GRADES AND PAVEMENT & BASE COURSE DEPTHS
* SEE NOTE NOS. 1-3
PAVEMENT
ROADWAY
EDGE OF
PAVEMENT
ROADWAY
EDGE OF
REVISION DATE
06/04/12 THE 12" OF CRUSHED GRAVEL NOTED ABOVE.
STRUCTURAL BOX, 9" OF CRUSHED STONE FINE GRADATION MAY BE SUBSTITUTED FOR
STRUCTURAL BOX. IF THE DRIVE IS ADJACENT TO A ROADWAY WITH A CRUSHED STONE
ADJACENT TO ROADWAYS WITH CONVENTIONAL CRUSHED GRAVEL, GRAVEL, AND SAND
COURSES) FOR COMMERCIAL DRIVES WITH FREQUENT HEAVY TRUCK TRAFFIC THAT ARE
B. TYPICALLY 12" CRUSHED GRAVEL WITH 3" HBP (HAND METHOD, PLACED IN 2
FINE GRADATION MAY BE SUBSTITUTED FOR THE 8" OF CRUSHED GRAVEL NOTED ABOVE.
TO A ROADWAY WITH A CRUSHED STONE STRUCTURAL BOX, 6" OF CRUSHED STONE
CRUSHED GRAVEL, GRAVEL, AND SAND STRUCTURAL BOX. IF THE DRIVE IS ADJACENT
COURSES) FOR RESIDENTIAL DRIVES ADJACENT TO ROADWAYS WITH CONVENTIONAL
A. TYPICALLY 8" CRUSHED GRAVEL WITH 3" HBP (HAND METHOD, PLACED IN 2
4. PAVEMENT AND BASE COURSE DEPTHS ARE:
3. THE ALGEBRAIC DIFFERENCE BETWEEN TWO ADJACENT GRADES SHOULD NOT EXCEED 10%.
2. GRADES OF OTHER DRIVES BEYOND THE PLATFORM SHOULD NOT EXCEED 15%.
1. GRADES OF MAJOR ENTRANCES BEYOND THE PLATFORM SHOULD NOT EXCEED 8%.
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
40092
DGN
driveway
STATE OF NEW HAMPSHIRE
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
6 25
DRIVEWAY DETAILS
driveway.dgn Default 5/26/2016 9:09:37 AM “n34mem”
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
SH
EE
T
CH
EC
KE
D
AS
BUI
LT
DE
TAI
LS
DA
TE
DA
TE
DA
TE
DA
TE
NU
MB
ER
DA
TE
ST
ATI
ON
ST
ATI
ON
DE
SC
RI
PTI
ON
RE
VI
SI
ON
S
AF
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R
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OP
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AL
40092
DGN
40092TYP
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
7 25
5/16
5/16
M.
Marshall
J.
Hebert
SUMMARY OF QUANTITIES
40092TYP.dgn Default 5/26/2016 9:06:41 AM “n34mem”
SIGN SIZE TEXT DIMENSIONS POSTS PER SIGN SIGN SIZE TEXT DIMENSIONS POSTS PER SIGN
IDENT #WIDTH
(inch)
HEIGHT
(inch)TEXT
LETTER HEIGHT
(inch)
SHIELD
SIZE
(inch)
ARROW
(inch)
NUMERAL
(inch)
# SIGNS
REQ'D
SIGN AREA
(SQ. FT.)
BR
EA
KA
WA
Y
ST
EE
L I
-BE
AM
CO
NC
RE
TE
BA
SE
4"
OD
AL
UM
INU
M
U-C
HA
NN
EL
-GA
LV
.
REMARKS ITEM # IDENT#WIDTH
(inch)
HEIGHT
(inch)TEXT
LETTER HEIGHT
(inch)
SHIELD
SIZE
(inch)
ARROW
(inch)
NUMERAL
(inch)
# SIGNS
REQ'D
SIGN AREA
(SQ. FT.)
BR
EA
KA
WA
Y
ST
EE
L I
-BE
AM
CO
NC
RE
TE
BA
SE
4"
OD
AL
UM
INU
M
U-C
HA
NN
EL
-GA
LV
REMARKS
NOM TOTAL NOM TOTAL
UC LC CAPS AREA AREA UC LC CAPS AREA AREA
10C 6C*
5E
5E
6C*
12E
4E
4E
6C*
10E
14.6 x 7
4D
14.6 x 7
4C 4C 4x6
7 x 9.8
4C 4C 4x6
4C 4C 4x6 2.5C 2.5C
5C 5C 7 x 5
4C 4C 4x6 2.5C 2.5C
2.5C 2.5C
12C 5C 5C 7 x 5
2.5C 2.5C
12B
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
9C
STATE PROJECT NO. FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
25
WHITE / BROWN
Mount Below GA-045.00 5.00
WHITE / BROWN
Mount Below GA-01
615.0
501
SP-02 60 12 1
1 5.00 5.00
BLACK / WHITE
BLACK / WHITE
BLACK / WHITE
* = First Letter 10% Larger
Mount Above M1-5(13)
BLACK / WHITE
* = First Letter 10% Larger
Mount Above M1-5(130)
BLACK / WHITE *
= First Letter 10% Larger
Mount Above M1-5(13)
BLACK / WHITE
BLACK / WHITE Mount
Above M1-5 (130)
4.00
4.00
1.25
12.50
4.67
4.67
4.67
4.67
16.00
M3-3
M6-1L
15
BLACK / WHITE
BLACK / WHITE
615.0
501
SP-01 60 12
WHITE / RED
BLACK / WHITE
EXCEL FILE NAME
S:\ProjectDevelopment\Forms\Project\sgntxt-I.xls
24
21 15
615.0
601
12.50
7.50
10.00
15.00
SIGN TEXT LAYOUT
6.25
7.50
5.00
7.50
6.25
20.00
2.50
30
30
24
36
30
16
16
24
24
15
30
36
30
30
30
42
42
24
24
12
R1-1
R2-1(35)
R2-1(50)
R3-8(14)
W2-1
W16-8B(1)
W16-8B(2)
M1-5(13)
M1-5(130)
M2-1
2
1
2
2
2
1
1
4
5
2
21
21
M6-1R
M6-3
615.0
601
1
1
1
8
STATE OF NEW HAMPSHIRE
15
40092
615.0
601
2
1
2.19
615.0
601
615.0
601
615.0
601
12
12
12
24
24
M3-1
M3-2
2
1
2
1
4.00
2.00
4.00
2.19
2.00
2.00
2.00
2.19
2.19
4.38
2.19
BLACK / WHITE
BLACK / WHITE
BLACK / YELLOW
BLACK / YELLOW Mount
Below W2-1
BLACK / YELLOW Mount
Below W2-1
1
1
1
1
GENERAL NOTES
1. REFER TO THE 2010 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION
PUBLISHED BY THE NHDOT.
2. NOTE NEW REFLECTIVITY REQUIREMENTS IN THE 2010 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION SECTION 718 PUBLISHED BY THE NHDOT.
3. REFER TO THE 2010 STANDARD PLANS FOR ROAD CONSTRUCTION AS PUBLISHED BY THE NHDOT FOR EXACT
DETAILS OF PERMANENT SIGNING STANDARDS AND NHDOT SPECIFIC SIGNS.
4. REFER TO THE LATEST EDITION OF THE STANDARD HIGHWAY SIGNS MANUAL AS PUBLISHED BY THE
USDOT-FHWA FOR EXACT DETAILS OF BORDERS, ETC.
5. THE ALUMINUM OR U-CHANNEL POST SHALL BE FLUSH WITH THE TOP OF THE SIGN ON ALL SINGLE
POST ASSEMBLIES
SIGN SIZE TEXT DIMENSIONS POSTS PER SIGN SIGN SIZE TEXT DIMENSIONS POSTS PER SIGN
ITEM # IDENT #WIDTH
(inch)
HEIGHT
(inch)TEXT
LETTER HEIGHT
(inch)
SHIELD
SIZE
(inch)
ARROW
(inch)
NUMERAL
(inch)
# SIGNS
REQ'D
SIGN AREA
(SQ. FT.)
BR
EA
KA
WA
Y
ST
EE
L I
-BE
AM
CO
NC
RE
TE
BA
SE
4"
OD
AL
UM
INU
M
U-C
HA
NN
EL
-GA
LV
.
REMARKS ITEM # IDENT#WIDTH
(inch)
HEIGHT
(inch)TEXT
LETTER HEIGHT
(inch)
SHIELD
SIZE
(inch)
ARROW
(inch)
NUMERAL
(inch)
# SIGNS
REQ'D
SIGN AREA
(SQ. FT.)
BR
EA
KA
WA
Y
ST
EE
L I
-BE
AM
CO
NC
RE
TE
BA
SE
4"
OD
AL
UM
INU
M
U-C
HA
NN
EL
-GA
LV
REMARKS
NOM TOTAL NOM TOTAL
UC LC CAPS AREA AREA UC LC CAPS AREA AREA
6D 6D 6 x 9
6D 6D 9 x 6 YELLOW
Mount below R4-7
6D 6D 9 x 6
4C 4C
6D 6D 6D 6D
4C 4C BLACK / YELLOW
6D 6D 6D 6D Mount above R3-2
4C 4C
6D 6D 6D
6D 6D 6D
6D 6D 6D 6 x 9
6D 6D 9 x 6
6D 6D 9 x 6
6D 6D 6D 9 x 6
6D 6D 9 x 6
6D 6D 9 x 6
6D 6D 6D
6D 6D 6D
5C/4C
BLACK / WHITE
4C Mount below R3-2
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
4D
WHITE / RED
4D Mount behind R1-1
STATE PROJECT NO. FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
25
SIGN TEXT LAYOUT
EXCEL FILE NAME
S:\ProjectDevelopment\Forms\Project\sgntxt-I.xls 40092 9
6.25
1 BLACK / WHITE
STATE OF NEW HAMPSHIRE
61
5.0
60
1
R5-1 30 30 1 6.25
5.00 5.00
61
5.0
30
1
R4-7 24 30 1
3.00 6.00
61
5.0
60
1
R3-3LB1 24 18 2
4.00 8.00 1 BLACK, RED / WHITE
61
5.0
30
1
R3-2 24 24 2
2 WHITE / GREEN11.25
61
5.0
20
1
GA-06 54 30 1 11.25
WHITE / GREEN22.75 2
61
5.0
20
1
GA-05 78 42 1 22.75
WHITE / GREEN22.75 2
61
5.0
20
1
GA-04 78 42 1 22.75
WHITE / GREEN13.75 2
61
5.0
20
1
GA-03 66 30 1 13.75
1 3.00 3.002 WHITE / GREEN
61
5.0
60
1
SP-03 24 1815.00 15.00
61
5.0
20
1
GA-02 72 30 1
1 2.25 2.25 2 WHITE / GREEN
61
5.0
60
1
OM1-3 18 1817.50 17.50
61
5.0
20
1
GA-01 60 42 1
GENERAL NOTES
1. REFER TO THE 2010 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION
PUBLISHED BY THE NHDOT.
2. NOTE NEW REFLECTIVITY REQUIREMENTS IN THE 2010 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION SECTION 718 PUBLISHED BY THE NHDOT.
3. REFER TO THE 2010 STANDARD PLANS FOR ROAD CONSTRUCTION AS PUBLISHED BY THE NHDOT FOR EXACT
DETAILS OF PERMANENT SIGNING STANDARDS AND NHDOT SPECIFIC SIGNS.
4. REFER TO THE LATEST EDITION OF THE STANDARD HIGHWAY SIGNS MANUAL AS PUBLISHED BY THE
USDOT-FHWA FOR EXACT DETAILS OF BORDERS, ETC.
5. THE ALUMINUM OR U-CHANNEL POST SHALL BE FLUSH WITH THE TOP OF THE SIGN ON ALL SINGLE
POST ASSEMBLIES
SCALE IN FEET
50 0 50 100
MA
TC
H
TO
GE
NS
H02
AT
ST
ATI
ON 111
+50
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
SH
EE
T
CH
EC
KE
D
AS
BUI
LT
DE
TAI
LS
DA
TE
DA
TE
DA
TE
DA
TE
NU
MB
ER
DA
TE
ST
ATI
ON
ST
ATI
ON
DE
SC
RI
PTI
ON
RE
VI
SI
ON
S
AF
TE
R
PR
OP
OS
AL
40092
DGN
40092gensheet
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
General Plan
PL
AN
PR
EP
M.
MA
RS
HA
LL
J.
HE
BE
RT
11/15
5/16
5/16
10 25
100
101102 103 104 105 106 107 108 109 110 111
E = 4.86'
L = 271.48'
R = 1900.00'
T = 135.97'
Ç = 8°11'11.65" Left
E = 983979.70
N = 90164.89
PI= 101+35.97
MC1M Curve No. 1
PC
= 100
+00.00
PT
= 1
02
+7
1.4
8
N 31°49'23.26" W
GRID
II
I.S.
R.
O.
W.
EXISTI
NG
P-2006
EXISTING R.O.W.
P-2006
EXISTING R.O.W.
P-2006
EXISTING R.O.W.
R.
O.
W.
EXISTI
NG
R.
O.
W.
EXISTI
NG
R.
O.
W.
EXISTI
NG
EXISTI
NG R.
O.
W.
EXISTING R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
EXISTI
NG R.
O.
W.
EXISTI
NG R.
O.
W.
EXISTI
NG R.
O.
W.
EXISTING R.O.W.
Project P-2006
Slope Line
ROSE RICHARDS
ESTATE OF
ROSE RICHARDS
ESTATE OF
LLC
GARDENS,
TEMPLE
& DALE L.
RICHARD W.
WHEELER,
ESTATE, LLC
JPM REAL
PROPERTIES, LLC
2 QUIMBY ROAD
CHAD S.
MARCUM,
BROOKLINE
TOWN OF
JENNIFER R.
DAVID L. &
MILLER,
w
w
w
pb
m
hd
mb
fp
di
an
an
an
an
an
an
an
gl
x12'
6"x6"
post
wood
post
wood
6'h
bldrbldr
control pointhayner/swanson incprvt survey
pole
light
mtl
Com plex
Safety
Brookline
6'c
subsidiary for this projectClearing and grubbing is
Dunkin Donutsthe proposed construction of the This drive will move south with
by the Utility company.and is expected to be removed summer 2016existing telephone cable is abandoned
STATION 102+00
BEGIN STEP BOX WIDENING
STATION 100+50
LIMIT OF WORK
NH Rte 13
NH
Rte 13
0
Hollis
To
Townsend Ma.
To
40-2
psnh
orn
orn
ornoak
5.6'c
maple
2.5'c
orn
spruce
.96'c
cherry
.75'c
cherry
.75'c
unkno
wn
.35'c
pine
6.0'c
pine
7.0'c
1.5'd stu
mp
1.
2.
3.
4.
5.
6.7.
7. 5.o'c pine
6. 2.1'c pine
5. 2.1'c pine
4. 2.4'c pine
3. 2.4'c pine
2. 4.5'c pine
1. 3'c pine
maple
t
win
1.2'c
parking
asphalt
drive
asph
drive
gravel
oak5
'c
wds
mixed
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
17. 4.4'c pine
16. 2.5'c pine
15. 5.3'c pine
14. 6.5'c pine
13. 4.3'c pine
12. 3.4'c pine
11. 2.8'c pine
10. 5.4'c pine
9. 4.0'c pine
8. 3.5'c pine
parking
asphlt
rcp
18"
mortar hdr
gran and
mortar hdr
gran and
3s
net
164s
10
psnh
rcp
15"
mixed woods
mortar hdr
gran and
mixed woods
165
psnh
vz 3•
drive
asphalt
cmp
12"hdr
stn
hdr
stn
mixed woods
psc 63
vz 2
drive
asph
cpp
12"hawthorn
avg trpl
1.8'c
oak
2.2'c
clump
pine
orn
orn
vinyl post
& rail
drive
asphalt
drive
asphalt
18.
19.
20.
21.
22.
23.
24.
stockade
6'
wood
123n
et2p
snh
pine
2.8'c
hrd
wd
1.2'c
18.- 24.
trees
165•
psnh
bell4
126n
et3
9psnh
123•n
et1
53p
snh
158Y
psnh
1077•
VZ
164
psnh
vz 1078/3
psnh 161
vz 1078/1
1251
0vz4
0psnh 5
20T4
0T1
24
nynex 10
160
psnh 10
Co
mm
ercial L
ane
hrdwd
1.3'chrdwd
1.1'c
hrdwd
2.6'c
oak
Post
Office
Drive
Quim
by
Rd
40092gensheet.dgn gensh01 5/31/2016 12:05:52 PM “n34mem”
SCALE IN FEET
50 0 50 100
MA
TC
H
TO
GE
NS
H01
AT
ST
ATI
ON 111
+50
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
SH
EE
T
CH
EC
KE
D
AS
BUI
LT
DE
TAI
LS
DA
TE
DA
TE
DA
TE
DA
TE
NU
MB
ER
DA
TE
ST
ATI
ON
ST
ATI
ON
DE
SC
RI
PTI
ON
RE
VI
SI
ON
S
AF
TE
R
PR
OP
OS
AL
40092
DGN
40092gensheet
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
General Plan
PL
AN
PR
EP
M.
MA
RS
HA
LL
J.
HE
BE
RT
11/15
5/16
5/16
11 25
112 113 114 115 116 117 118 119
PO
E
=
11
9+
41.3
4
GRID
II
I.S.
II
I.S.
P-2006
EXISTING R.O.W.
R.
O.
W.
EXISTI
NG
EXISTING R.O.W.EXISTING R.O.W.
EXISTING R.O.W.
EXISTI
NG R.
O.
W.E
XISTI
NG R.
O.
W.
EXI
STI
NG
R.
O.
W.
EXI
STI
NG
R.
O.
W.
JENNIFER R.
DAVID L. &
MILLER,
& JUDITH
FORREST W.
MILKOWSKI,
REALTY
FRESH POND
FAMILY TRUST 1992
RUTH M. MORAN
& DIANE M.
MICHAEL A.
MOLKENTINE,
MURPHY, KAREN L.
BUCHANAN, DAVID W.
CHRISTINE J.
DAVID R. &
GLOVER,
WEYSHAM, MICHELLE L.
DICKERSON, COREY P.
VALERIE E.
GERALD &
PAYNTER,
w
jb
jb
di
cb
cb
cb
an
anan
an
an
an
NULL
NULL
NULL
jb
Com plex
Safety
Brookline
ledge
ledge
ledge
rcp
ledge
la
wn
la
wn
MC00 MC00
501 502 503500
subsidiary for this projectClearing and grubbing is
STATION 117+50
END STEP BOX WIDENING
STATION 119+00
LIMIT OF WORK
by the Utility company.and is expected to be removed summer 2016existing telephone cable is abandoned
SEE CROSS SECTIONS FOR THE DRAINAGE SWALE
mixed woods
hrdwds
155
psnh
vz 3
154
psnh
vz 4
hdr
mrm
drive
asphalt
cmp
15"
cmp
15"
cmp
15"
twin maple
3.6'c
maple
6'c
maple
4.5'c
twin pine
1.2'c avg
net
2
157
psnh
NH Rte 13 Milford
To
drive
asphalt
orn
orn
orn
orn
orn
orn
maple7'c
maple
3'c
quad maple5'c avg
cmp
12"
cmp
12"
cm
p
15"
oak
5.6'c
maple
3.7'c
maple
2.5'c
mpltwin1.8'c
mapletwin3.5'c
Post Office
24.
stockade
6'
wood
brush
Quim
by
Rd
orn
asphalt drive
woods
mixed
gravel drive
twin oak
3.5'c
158Y
psnh
1077•
VZ157Y
psnh
vz 1•
Bell 3s
1
1077
net
158
psnh
20T
cm
p
15"
asph drivehdr
stone
15"
Post
Office
Drive
40092gensheet.dgn gensh02 5/31/2016 11:58:03 AM “n34mem”
NAVD88=270
29
3.
7
29
4.
2
29
4.
9
29
5.
8
29
6.
9
29
8.
0
29
9.
4
30
0.
9
30
2.
7
30
4.
5
30
6.
3
30
8.
0
30
9.
6
31
0.
9
31
2.
1
31
3.
1
29
3.
82
29
4.
37
29
5.
07
29
5.
89
29
6.
98
29
8.
17
29
9.
52
30
1.
06
30
2.
80
30
4.
61
30
6.
39
30
8.
14
30
9.
72
31
1.
00
31
2.
13
31
3.
12
280 280
290290
300
310
NAVD88=270
32
3.
1
32
1.
2
31
9.
2
31
7.
4
31
5.
4
31
3.
3
31
1.
2
30
9.
1
30
7.
1
30
5.
1
30
3.
2
30
1.
5
29
9.
9
29
8.
4
29
7.
3
29
6.
2
29
5.
2
29
4.
3
29
3.
7
29
3.
3
29
3.
1
29
3.
1
29
3.
3
29
3.
7
32
3.
00
32
1.
15
31
9.
29
31
7.
46
31
5.
51
31
3.
46
31
1.
35
30
9.
21
30
7.
19
30
5.
20
30
3.
35
30
1.
60
30
0.
01
29
8.
57
29
7.
38
29
6.
31
29
5.
30
29
4.
42
29
3.
85
29
3.
42
29
3.
19
29
3.
19
29
3.
41
29
3.
82
280280
290290
300
310
320
NH 13 station 111+50 to 119+00Brookline #40092
111+50 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00
NH 13 station 100+50 to 111+50Brookline #40092
100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 111+50
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
SH
EE
T
CH
EC
KE
D
AS
BUI
LT
DE
TAI
LS
DA
TE
DA
TE
DA
TE
DA
TE
NU
MB
ER
DA
TE
ST
ATI
ON
ST
ATI
ON
DE
SC
RI
PTI
ON
RE
VI
SI
ON
S
AF
TE
R
PR
OP
OS
AL
40092
DGN
40092pro_mc1m
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
12 25
Plan
Prep
M.
MA
RS
HA
LL
J.
HE
BE
RT
11/15
5/16
5/16
NH 13 PROFILE
CONSTRUCTION Å
FINISHED GRADECONSTRUCTION Å
Exist. Ground
1"= 10' VERT.
1"= 50' HORIZ.
SCALE:
OVER EXISTING
1 1/2" OVERLAY
CONSTRUCTION Å
Exist. Ground
OVER EXISTING
1 1/2" OVERLAY
CONSTRUCTION Å
FINISHED GRADE
STATION 117+50
END STEP BOX WIDENING
STATION 119+00
LIMIT OF WORK
STATION 100+50
LIMIT OF WORK
STATION 102+00
BEGIN STEP BOX WIDENING
-3.70% +/-
-3.50% +/-
40092pro_mc1m.dgn Default 5/31/2016 2:32:06 PM “n34mem”
20.4'
35.6'
25.1'
MA
TC
H
TO
PV
TS
H0
2
ST
ATI
ON
11
1+
50
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
SH
EE
T
CH
EC
KE
D
AS
BUI
LT
DE
TAI
LS
DA
TE
DA
TE
DA
TE
DA
TE
NU
MB
ER
DA
TE
ST
ATI
ON
ST
ATI
ON
DE
SC
RI
PTI
ON
RE
VI
SI
ON
S
AF
TE
R
PR
OP
OS
AL
40092
DGN
400962pvt
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
SIGNING LAYOUT PLAN
PAVEMENT MARKING AND
plan prep
M.
MA
RS
HA
LL
J.
HE
BE
RT
11/15
5/16
5/16
13 25
PAVEMENT MARKING NOTE
BY CONSTRUCTION.
OVERLAP EXISTING MARKINGS DISTURBED
BEYOND PROJECT PAVING LIMITS TO
5. PAVEMENT MARKINGS SHALL EXTEND
NHDOT STANDARD PLAN SHEETS.
4. REPLACE WORDS/SYSMBOLS PER LATEST
PRIOR TO PAVEMENT MARKING.
TRAFFIC AT (603)-271-2291 TWO WEEKS
MIKE O'DONNELL - NHDOT BUREAU OF
3. THE CONSTRACTOR SHALL CONTACT
STRIPING OR INSTALLING W14-3 SIGNS.
REVIEW ALL PASSING ZONES PRIOR TO
2. CONTACT BUREAU OF TRAFFIC TO
BE THERMOPLASTIC.
LINES, AND RAILROAD SYMBOLS) SHALL
MARKINGS (STOP BARS, CROSSWALK
1. ALL SYMBOLS, WORDS AND TRANSVERSE
SCALE IN FEET
50 0 50 100
100
101102 103 104 105 106 107 108 109 110 111
E = 4.86'
L = 271.48'
R = 1900.00'
T = 135.97'
Ç = 8°11'11.65" Left
E = 983979.70
N = 90164.89
PI= 101+35.97
MC1M Curve No. 1
PC
= 100
+00.00
PT
=
10
2+
71.
48
N 31°49'23.26" W
GRID
w
w
w
pb
m
hd
mb
fp
di
an
an
an
an
an
an
an
gl
Keepers"
W16-8B(1)
W2-1
(OFF THE PROJECT LIMITS)
WITH NEW SIGN M2-1 & M15(130)
REPLACE EXISTING "JUNCTION" SIGN
SP-01
GA-01
REPLACE
R2-1(50)
REPLACE
GA-02
REMOVE
REMOVE
R3-8(14)
M6-1R
M1-5(13)
M3-1
M6-1R
M1-5(130)
"NO PARKING" SIGN)
(NEXT TO EXISTING
R2-1(35)
REMOVE
REMOVE
RETAIN
RETAIN
REMOVE
M1-5(13)
M3-3
R1-1
REPLACE
M1-5(130)
M3-2
GA-06
GA-05
RETAIN
M1-5(13)
M3-1
REPLACE
OM1-3
R4-7
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
12'
12'
6'
6'
Ce
nter t
ur
n la
ne ta
per
Lt.
&
Rt. 6.
0'
Sta. 1
03
+8
5 e
nd ta
per
50:
1
12'
4" SSL (W)
4" SSL (W)
4" DSL (Y)4'
Sh
oul
der ta
per
Lt.
16.
8'
Sta.
10
3+
00 e
nd ta
per
10
0:
1
Shoulder taper
Lt. 17.5'
Sta. 101
+00 begin taper 100:1
La
ne ta
per
Lt.
&
Rt. 1
2'
Sta. 1
00
+5
0
be
gi
n ta
per
10
0:
1
Ce
nter t
ur
n la
ne ta
per
Lt.
&
Rt. 0'
Sta.
10
0+
85
be
gi
n ta
per
50:
1
Sh
oul
der ta
per
17.
5'
Rt.
Sta.
10
1+
00
be
gi
n ta
per
50:
1
la
ne ta
per
Lt.
&
Rt. 1
1'
Sta. 1
01
+5
0 e
nd ta
per
50:
1
Sh
oulder taper
Rt.
Sta. 1
02
+0
0 en
d taper 5
0:1
4'
11'
11' 11'
11'4" DSL (Y)
4" DSL (Y)
4" SSL (W)T
4" SSL (W)T
4" SBL (W)T 4" DSL (Y)
4" SSL (W)
4" SSL (W)
18" SSL (W) T
18" SSL (W) T
CONSTRUCT PAVED DRIVE
STA. 103+50 LT
CONSTRUCT PAVED DRIVE
STA. 108+00 LT
+6
0
+6
0
+6
0
+0
0
+0
0
+0
0
+9
0
+5
5
+8
3
+7
0
+3
5
+0
0
+9
0
+6
0
NH Rte 13
NH
Rte 13
0
"Quimby Rd"
Police"
"P
ost
Office
dr
st"
"Milford
"stop"
complex"
safety
"Brookline
"Milford 6"
"13"
"stop"
parking
asphalt
"stop"
drive
asph
drive
gravel
Ln"
"Commercial
parking
asphlt
35"
Limit
"Speed
130"
"East
International""Rotary
"East 130"
"North 13"
Nashua"
"Brookline
50"
limit
"Speed
drive
asphalt
drive
asph
Ma 15"
"Fitchburg
"stop"
Systems"
Mechanical
"Absolute
drive
asphalt
drive
asphalt
13"
"south
"ambulance"
"Stove
Co
mm
ercial L
ane
Post
Office
Drive
Quim
by
Rd
400962pvt.dgn pvtsh01 5/31/2016 12:17:46 PM “n34mem”
25.1'
68.6'
MA
TC
H
TO
PV
TS
H0
2
ST
ATI
ON
11
1+
50
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
SH
EE
T
CH
EC
KE
D
AS
BUI
LT
DE
TAI
LS
DA
TE
DA
TE
DA
TE
DA
TE
NU
MB
ER
DA
TE
ST
ATI
ON
ST
ATI
ON
DE
SC
RI
PTI
ON
RE
VI
SI
ON
S
AF
TE
R
PR
OP
OS
AL
40092
DGN
400962pvt
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
SIGNING LAYOUT PLAN
PAVEMENT MARKING AND
plan prep
M.
MA
RS
HA
LL
J.
HE
BE
RT
11/15
5/16
5/16
14 25
SCALE IN FEET
50 0 50 100
112 113 114 115 116 117 118 119
PO
E
=
11
9+
41.
34
GRID
w
jb
jb
di
cb
cb
cb
an
anan
an
an
an
NULL
NULL
NULL
jb
Self Storage"
Devine Hair Design
Tattoos
"181
REMOVE
RE
TAI
N
RETAIN
R1-1
R5-1
REMOVE
R3-3LB1
R3-2
RETAIN
OM1-3
R4-7
GA-03 R2-1(50)
REPLACE
M1-5(130)
M2-1
REPLACE
W16-8B(2)
W2-1
REMOVESP-02
GA-04R3-8(14)
M6-1L
M1-5(130) M6-3
M1-5(13)
M3-3
RETAIN
R3-3LB1
R3-2
SP-03
REMOVE
Center turn lane taper
Lt.
&
Rt. 6.0'
Sta. 1
15
+4
0 begin taper 5
0:1
4" SSL (W)
4" SSL (W)
La
ne ta
per
Lt.
&
Rt.
11'
Sta.
11
8+
05
be
gi
n ta
per
10
0:
1
Sh
oul
der ta
per
Lt.
&
Rt.
Sta. 1
17
+5
0
be
gi
n ta
per
50:
1
4'
4'
11'
11'
11.5'
11.5'12'
11'
11'
4'
4'
6'
6'
Sh
oul
der ta
per
Lt.
&
Rt.
Sta. 1
18
+5
0 e
nd ta
per
50:
1
La
ne
10
0:
1 ta
per
Lt.
&
Rt.
11.
5'
Ce
nter t
ur
n la
ne
50:
1 ta
per
Lt.
&
Rt. 0'
Sta. 1
18
+4
0 e
nd ta
per
4" DSL (Y)
4" DSL (Y)
4" SBL (W)T
4" SSL(Y)
CONSTRUCT PAVED DRIVE WITH ISLAND
STA. 112+00 RT
CONSTRUCT PAVED DRIVE
STA. 116+50 RT
+0
0
+6
5
+8
5
+1
0
+3
0
+4
7
+9
0
+9
0
18" SSL(W)T
G1
G2
G3G4
G5
G6
R=2'
R=2'
R=2'
8"SSL(W)T
50"
Limit
"Speed
Nashua"
"Brookline
drive
asphalt
13"
"North
NH Rte 13
drive
asphalt
"stop"
only"
"exit
Police"
"Post
Office dr
Quim
by
Rd
35"
limit
"speed
asphalt drive gravel drive
asph drive
"East 130"
"South 13"
130"
"Jct
Post
Office
Drive
400962pvt.dgn pvtsh02 5/31/2016 12:12:47 PM “n34mem”
300
310
320
330
340
01
02
03
04
05
06
07
08
09
01
00
-10
-20
-30
-40
-50
-60
-70
-80
-90
-1
00
ST
A. 100+
00.0
00
30
0
31
0
32
0
33
0
34
0
01
02
03
04
05
06
07
08
09
01
00
-10
-20
-30
-40
-50
-60
-70
-80
-90
-1
00
300
310
320
330
340
350
01
02
03
04
05
06
07
08
09
01
00
-10
-20
-30
-40
-50
-60
-70
-80
-90
-1
00
ST
A. 100+
50.0
00
30
0
31
0
32
0
33
0
34
0
35
0
01
02
03
04
05
06
07
08
09
01
00
-10
-20
-30
-40
-50
-60
-70
-80
-90
-1
00
Ex. ROW
Ex. ROW
290
300
310
320
330
340
350
01
02
03
04
05
06
07
08
09
01
00
-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
ST
A. 101+
00.0
00
29
0
30
0
31
0
32
0
33
0
34
0
35
0
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
Ex. ROW
Ex. ROW
290
300
310
320
330
340
350
01
02
03
04
05
06
07
08
09
01
00
-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
ST
A. 101+
50.0
00
29
0
30
0
31
0
32
0
33
0
34
0
35
0
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
Ex. ROW
Ex. ROW
321.15319.29317.46
323.1321.2319.2317.4
6:1
+10.44 bell4|psnh|165 1/2
DLZ0
TW0C
CO08
TW0B
EP0A
WR03
WR04
DLZ0
EP0B
TW0C
CO08
TW0B
EP0A
WR03
WR04
DLZ0
EP0B
TW0C
CO08
TW0B
EP0A
WR03
WR04
+66.69 vz 3/1|psnh|165
+51.05 15" rcp
EP0B
+51.05 15" rcp3
TW0C
CO08
TW0B
EP0A
+51.05 15" rcp4
+52.09 15" rcp
WR03
5.62%
5.09%
2.47%
5.86%
4.55%
6.05%
4.59%
1.82%
1.88%
5.00%
6.01%
6.01%
4.45%
2.02%
1.76%
5.00%
6.17%
5.08%
3.23%
0.60%
0.23%
5.00%
6:1
6.6
311.5
011.5
05
.7
7
6.4
811.0
0
1.3
0
1.3
0
11.0
04
.8
7
6.0
012.0
012.0
05
.6
8
SH
EE
T C
HE
CK
ED
AS
BU
IL
T D
ET
AIL
S
DA
TE
DA
TE
DA
TE
DA
TE
NU
MB
ER
DA
TE
ST
AT
ION
ST
AT
ION
DE
SC
RIP
TIO
N
RE
VIS
IO
NS
AF
TE
R P
RO
PO
SA
LS
DR
PR
OC
ES
SE
D
NE
W D
ES
IGN
ST
AT
E P
RO
JE
CT
NO
.S
HE
ET
NO
.T
OT
AL
SH
EE
TS
CO
MM
ON
EX
CA
V.
FIL
L
RO
CK
EX
CA
V.
MU
CK
EX
CA
V.
SH
EE
T T
OT
AL
S
DG
N
C.Y
.
C.Y
.C
.Y.
C.Y
.
40
09
240092-N
H13altxs5816
0.93
0.94
0 0
NA
ME
1
NA
ME
2
NA
ME
3
DA
TE
1
DA
TE
2
DA
TE
3
15
25
4009
2-N
H13
altx
s581
6.dg
n rte
13_M
C1M
5/3
1/20
16 9
:44:
38 A
M “n
34m
em”
290
300
310
320
330
340
350
01
02
03
04
05
06
07
08
09
01
00
-10
-20
-30
-40
-50
-60
-70
-80
-90
-1
00
ST
A. 102+
00.0
00
29
0
30
0
31
0
32
0
33
0
34
0
35
0
01
02
03
04
05
06
07
08
09
01
00
-10
-20
-30
-40
-50
-60
-70
-80
-90
-1
00
Ex. ROW
Ex. ROW
280
290
300
310
320
330
340
350
01
02
03
04
05
06
07
08
09
01
00
-10
-20
-30
-40
-50
-60
-70
-80
-90
-1
00
ST
A. 102+
50.0
00
28
0
29
0
30
0
31
0
32
0
33
0
34
0
35
0
01
02
03
04
05
06
07
08
09
01
00
-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
Ex. ROW
Ex. ROW
280
290
300
310
320
330
340
01
02
03
04
05
06
07
08
09
01
00
-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
ST
A. 103+
00.0
00
28
0
29
0
30
0
31
0
32
0
33
0
34
0
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
Ex. ROW
Ex. ROW
315.51313.46311.35
315.4313.3311.2
WR04
EP0B
TW0C
CO08
TW0B
EP0A
WL05
WR04
EP0B
TW0C
CO08
TW0B
EP0A
WL05
WR04
EP0B
TW0C
CO08
TW0B
EP0A
WL05
5.00%3.30%2.39%
1.25%
5.00%
5.00%
3.43%
1.86%
1.86%
5.00%
5.00%
3.30%
1.76%
0.22%
0.22%
3.31%
5.00%
5.00%
2.39%
0.57%
1.25%
1.25%
4.14%
5.00%
2:1
6:1
4:1
6:1
3:1
3:1
3:1
5.6
011.0
0
2.3
02
.3
0
11.0
04
.0
0
4.8
011.0
03
.3
03
.3
011.0
04
.0
0
4.0
011.0
04
.3
04
.3
011.0
04
.0
0
SH
EE
T C
HE
CK
ED
AS
BU
IL
T D
ET
AIL
S
DA
TE
DA
TE
DA
TE
DA
TE
NU
MB
ER
DA
TE
ST
AT
ION
ST
AT
ION
DE
SC
RIP
TIO
N
RE
VIS
IO
NS
AF
TE
R P
RO
PO
SA
LS
DR
PR
OC
ES
SE
D
NE
W D
ES
IGN
ST
AT
E P
RO
JE
CT
NO
.S
HE
ET
NO
.T
OT
AL
SH
EE
TS
CO
MM
ON
EX
CA
V.
FIL
L
RO
CK
EX
CA
V.
MU
CK
EX
CA
V.
SH
EE
T T
OT
AL
S
DG
N
C.Y
.
C.Y
.C
.Y.
C.Y
.
40
09
240092-N
H13altxs5816
21
4.5
2
0.48
0 0
NA
ME
1
NA
ME
2
NA
ME
3
DA
TE
1
DA
TE
2
DA
TE
3
16
25
4009
2-N
H13
altx
s581
6.dg
n rte
13_M
C1M
5/3
1/20
16 9
:47:
40 A
M “n
34m
em”
280
290
300
310
320
330
340
01
02
03
04
05
06
07
08
09
01
00
-10
-20
-30
-40
-50
-60
-70
-80
-90
-1
00
ST
A. 103+
50.0
00
28
0
29
0
30
0
31
0
32
0
33
0
34
0
01
02
03
04
05
06
07
08
09
01
00
-10
-20
-30
-40
-50
-60
-70
-80
-90
-1
00
Ex. ROW
Ex. ROW
280
290
300
310
320
330
340
01
02
03
04
05
06
07
08
09
01
00
-10
-20
-30
-40
-50
-60
-70
-80
-90
-1
00
ST
A. 104+
00.0
00
28
0
29
0
30
0
31
0
32
0
33
0
34
0
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
Ex. ROW
Ex. ROW
270
280
290
300
310
320
330
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
ST
A. 104+
50.0
00
27
0
28
0
29
0
30
0
31
0
32
0
33
0
01
02
03
04
05
06
07
08
09
01
00
-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
Ex. ROW
Ex. ROW
309.21307.19305.20
309.1307.1305.1
+26.42 vz 1078/3|psnh|164
DR0B
+40.75 12' cmp+74.23 12" cmp
EP0B
TW0C
CO08
TW0B
EP0A
+28.48 psnh|10|164s|net|3s
WL05
WL06
EP0B
TW0C
CO08
TW0B
EP0A
WL05
WL06
EP0B
TW0C
CO08
TW0B
EP0A
WL05
1.45%
1.64%
1.29%
2.25%
1.07%
2.99%
5.00%
1.45%
0.09%
1.64%
1.64%
4.97%
5.00%
5.00%
5.00%
1.29%
0.48%
2.25%
5.00%
5.00%
5.00%
5.00%
1.07%
0.96%
2.99%
5.00%
5.00%
2:1
6:1
3:1
4:1
2:1
3:1
3:1
5:1
4.0
011.0
05
.3
05
.3
011.0
04
.0
0
4.0
011.0
0
6.0
06
.0
011.0
04
.0
0
4.0
011.0
06
.0
06
.0
011.0
04
.0
0
SH
EE
T C
HE
CK
ED
AS
BU
IL
T D
ET
AIL
S
DA
TE
DA
TE
DA
TE
DA
TE
NU
MB
ER
DA
TE
ST
AT
ION
ST
AT
ION
DE
SC
RIP
TIO
N
RE
VIS
IO
NS
AF
TE
R P
RO
PO
SA
LS
DR
PR
OC
ES
SE
D
NE
W D
ES
IGN
ST
AT
E P
RO
JE
CT
NO
.S
HE
ET
NO
.T
OT
AL
SH
EE
TS
CO
MM
ON
EX
CA
V.
FIL
L
RO
CK
EX
CA
V.
MU
CK
EX
CA
V.
SH
EE
T T
OT
AL
S
DG
N
C.Y
.
C.Y
.C
.Y.
C.Y
.
40
09
240092-N
H13altxs5816
21
3.4
1
1.99
0 0
NA
ME
1
NA
ME
2
NA
ME
3
DA
TE
1
DA
TE
2
DA
TE
3
17
25
4009
2-N
H13
altx
s581
6.dg
n rte
13_M
C1M
5/3
1/20
16 9
:52:
18 A
M “n
34m
em”
270
280
290
300
310
320
330
01
02
03
04
05
06
07
08
09
01
00
-10
-20
-30
-40
-50
-60
-70
-80
-90
-1
00
ST
A. 105+
00.0
00
27
0
28
0
29
0
30
0
31
0
32
0
33
0
01
02
03
04
05
06
07
08
09
01
00
-10
-20
-30
-40
-50
-60
-70
-80
-90
-1
00
Ex. ROW
Ex. ROW
270
280
290
300
310
320
01
02
03
04
05
06
07
08
09
01
00
-10
-20
-30
-40
-50
-60
-70
-80
-90
-1
00
ST
A. 105+
50.0
00
27
0
28
0
29
0
30
0
31
0
32
0
01
02
03
04
05
06
07
08
09
01
00
-10
-20
-30
-40
-50
-60
-70
-80
-90
-1
00
Ex. ROW
Ex. ROW
270
280
290
300
310
320
01
02
03
04
05
06
07
08
09
01
00
-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
ST
A. 106+
00.0
00
27
0
28
0
29
0
30
0
31
0
32
0
01
02
03
04
05
06
07
08
09
01
00
-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
Ex. ROW
Ex. ROW
270
280
290
300
310
320
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
ST
A. 106+
50.0
00
27
0
28
0
29
0
30
0
31
0
32
0
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
Ex. ROW
Ex. ROW
303.35301.60300.01298.57
303.2301.5299.9298.4
WL07
EP09
TW0A
CO07
TW09
EP08
WR01
WR02
WL07
+37.21 vz 2|psc 63
EP09
TW0A
CO07
TW09
EP08
WR01
+71.82 18" rcp
WR02
WL07
+78.24 18" rcp
EP09
TW0A
CO07
TW09
EP08
EP09
TW0A
CO07
TW09
EP08
1.42%
3.13%
1.89%
3.46%
2.32%
3.56%
2.57%
3.19%
5.00%
5.00%
5.00%
1.42%
0.85%
3.13%
5.00%
5.00%
5.00%
5.00%
5.00%
5.00%
1.89%
0.79%
3.46%
5.00%
5.00%
5.00%
5.00%
5.00%
5.00%
2.32%
3.56%
5.00%
5.00%
5.00%
5.00%
5.00%
5.00%
2.57%
3.19%
5.00%
5.00%
5.00%
5:1
5:1
3:1
4:1
3:1
4:1
5:1
5:1
4:1
3:1
4:1
3:1
4.0
011.0
06
.0
06
.0
011.0
04
.0
0
4.0
011.0
0
6.0
06
.0
0
11.0
04
.0
0
4.0
011.0
06
.0
06
.0
011.0
04
.0
0
4.0
011.0
06
.0
06
.0
011.0
04
.0
0
SH
EE
T C
HE
CK
ED
AS
BU
IL
T D
ET
AIL
S
DA
TE
DA
TE
DA
TE
DA
TE
NU
MB
ER
DA
TE
ST
AT
ION
ST
AT
ION
DE
SC
RIP
TIO
N
RE
VIS
IO
NS
AF
TE
R P
RO
PO
SA
LS
DR
PR
OC
ES
SE
D
NE
W D
ES
IGN
ST
AT
E P
RO
JE
CT
NO
.S
HE
ET
NO
.T
OT
AL
SH
EE
TS
CO
MM
ON
EX
CA
V.
FIL
L
RO
CK
EX
CA
V.
MU
CK
EX
CA
V.
SH
EE
T T
OT
AL
S
DG
N
C.Y
.
C.Y
.C
.Y.
C.Y
.
40
09
240092-N
H13altxs5816
29
6.0
7
4.56
0 0
NA
ME
1
NA
ME
2
NA
ME
3
DA
TE
1
DA
TE
2
DA
TE
3
18
25
4009
2-N
H13
altx
s581
6.dg
n rte
13_M
C1M
5/3
1/20
16 9
:55:
30 A
M “n
34m
em”
270
280
290
300
310
320
01
02
03
04
05
06
07
08
09
01
00
-1
0-20
-30
-40
-50
-60
-70
-80
-90
-1
00
ST
A. 107+
00.0
00
27
0
28
0
29
0
30
0
31
0
32
0
01
02
03
04
05
06
07
08
09
01
00
-10
-20
-30
-40
-50
-60
-70
-80
-90
-1
00
Ex. ROW
Ex. ROW
270
280
290
300
310
320
01
02
03
04
05
06
07
08
09
01
00
-1
0-20
-30
-40
-50
-60
-70
-80
-90
-1
00
ST
A. 107+
50.0
00
27
0
28
0
29
0
30
0
31
0
32
0
01
02
03
04
05
06
07
08
09
01
00
-1
0-20
-30
-40
-50
-60
-70
-80
-90
-1
00
Ex. ROW
Ex. ROW
270
280
290
300
310
320
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
ST
A. 108+
00.0
00
27
0
28
0
29
0
30
0
31
0
32
0
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
Ex. ROW
Ex. ROW
280
290
300
310
320
01
02
03
04
05
06
07
08
09
01
00
-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
ST
A. 108+
50.0
00
28
0
29
0
30
0
31
0
32
0
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
Ex. ROW
Ex. ROW
Ex. ROW
297.38296.31295.30294.42
297.3296.2295.2294.3
5:1
EP09
TW0A
CO07
TW09
EP08
+74.95 1.8' c trple hawthorn
+71.7 12" cpp
+64.36 vz 1078/1|psnh 161
EP09
TW0A
CO07
TW09
EP08
+20.59 2.2' c oak
DR0E
+12.55 12" cpp
DR0E
EP09
TW0A
CO07
TW09
EP08
EP09
TW0A
CO07
TW09
EP08
EP07
TW08
3.63%
3.28%
3.94%
5.00%
3.10%2.34%
5.00%
5.00%
5.00%
3.63%
3.28%
5.00%
5.00%
5.00%
5.00%
3.94%
3.45%
5.00%
5.00%
5.00%
5.00%
3.10%
2.92%
5.00%
5.00%
5.00%
5.00%
5.00%5.00%
2.34%
1.57%
5.00%
5.00%
2:1
4:1
2:1
6:1
4:1
6:1
3:1
3:1
3:1
6:1
4:1
4.0
011.0
06
.0
06
.0
011.0
04
.0
0
4.0
011.0
06
.0
06
.0
011.0
04
.0
0
4.0
011.0
06
.0
06
.0
011.0
04
.0
0
4.0
011.0
06
.0
06
.0
011.0
04
.0
0
SH
EE
T C
HE
CK
ED
AS
BU
IL
T D
ET
AIL
S
DA
TE
DA
TE
DA
TE
DA
TE
NU
MB
ER
DA
TE
ST
AT
ION
ST
AT
ION
DE
SC
RIP
TIO
N
RE
VIS
IO
NS
AF
TE
R P
RO
PO
SA
LS
DR
PR
OC
ES
SE
D
NE
W D
ES
IGN
ST
AT
E P
RO
JE
CT
NO
.S
HE
ET
NO
.T
OT
AL
SH
EE
TS
CO
MM
ON
EX
CA
V.
FIL
L
RO
CK
EX
CA
V.
MU
CK
EX
CA
V.
SH
EE
T T
OT
AL
S
DG
N
C.Y
.
C.Y
.C
.Y.
C.Y
.
40
09
240092-N
H13altxs5816
27
5.9
3
3.52
0 0
NA
ME
1
NA
ME
2
NA
ME
3
DA
TE
1
DA
TE
2
DA
TE
3
19
25
4009
2-N
H13
altx
s581
6.dg
n rte
13_M
C1M
5/3
1/20
16 1
0:01
:47
AM
“n34
mem
”
270
280
290
300
310
320
330
340
01
02
03
04
05
06
07
08
09
01
00
-10
-20
-30
-40
-50
-60
-70
-80
-90
-1
00
ST
A. 109+
00.0
00
27
0
28
0
29
0
30
0
31
0
32
0
33
0
34
0
01
02
03
04
05
06
07
08
09
01
00
-10
-20
-30
-40
-50
-60
-70
-80
-90
-1
00
Ex. ROW
Ex. ROW
280
290
300
310
320
330
01
02
03
04
05
06
07
08
09
01
00
-10
-20
-30
-40
-50
-60
-70
-80
-90
-1
00
ST
A. 109+
50.0
00
28
0
29
0
30
0
31
0
32
0
33
0
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
Ex. ROW
Ex. ROW
280
290
300
310
320
330
340
350
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
ST
A. 110+
00.0
00
28
0
29
0
30
0
31
0
32
0
33
0
34
0
35
0
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
Ex. ROW
Ex. ROW
293.85293.42293.19
293.7293.3293.1
EP09
TW0A
CO07
CO05
TW06
EP04
+98.96 6.0' c pine
EP09
TW0A
TW06
EP04
+45.92 psnh 40-2
+41.49 .75' c cherry
+49.53 0.35' c unknown
+61.03 0.96' c spruce
+84.79 pine clump
+85.15 psnh 10|160|nynex 10|124|4ot|2Ot
EP0C
EP04
1.36%
5.00%
5.00%
0.41%
5.00%
5.00%
1.36%
0.98%
5.00%
5.00%
5.00%
5.00%
0.33%
0.50%
1.32%
5.00%
5.00%
5.00%
4.89%
3.68%
5.00%
5.00%
5.00%
0.41%
1.03%
2.48%
5.00%
5.00%
5.00%
12:1
6:1 2:1
2:1
6:1
6:1
2:1
2:1
6:1
2:1
6:1
4.0
011.0
06
.0
06
.0
011.0
04
.0
0
4.0
011.0
06
.0
06
.0
011.0
04
.0
0
4.0
011.0
06
.0
06
.0
011.0
04
.0
0
SH
EE
T C
HE
CK
ED
AS
BU
IL
T D
ET
AIL
S
DA
TE
DA
TE
DA
TE
DA
TE
NU
MB
ER
DA
TE
ST
AT
ION
ST
AT
ION
DE
SC
RIP
TIO
N
RE
VIS
IO
NS
AF
TE
R P
RO
PO
SA
LS
DR
PR
OC
ES
SE
D
NE
W D
ES
IGN
ST
AT
E P
RO
JE
CT
NO
.S
HE
ET
NO
.T
OT
AL
SH
EE
TS
CO
MM
ON
EX
CA
V.
FIL
L
RO
CK
EX
CA
V.
MU
CK
EX
CA
V.
SH
EE
T T
OT
AL
S
DG
N
C.Y
.
C.Y
.C
.Y.
C.Y
.
40
09
240092-N
H13altxs5816
24
9.9
7
1.50
0 0
NA
ME
1
NA
ME
2
NA
ME
3
DA
TE
1
DA
TE
2
DA
TE
3
20
25
4009
2-N
H13
altx
s581
6.dg
n rte
13_M
C1M
5/3
1/20
16 1
0:04
:36
AM
“n34
mem
”
270
280
290
300
310
320
01
02
03
04
05
06
07
08
09
01
00
-1
0-20
-30
-40
-50
-60
-70
-80
-90
-1
00
ST
A. 110+
50.0
00
27
0
28
0
29
0
30
0
31
0
32
0
01
02
03
04
05
06
07
08
09
01
00
-10
-20
-30
-40
-50
-60
-70
-80
-90
-1
00
Ex. ROW
280
290
300
310
320
330
01
02
03
04
05
06
07
08
09
01
00
-1
0-20
-30
-40
-50
-60
-70
-80
-90
-1
00
ST
A. 111+
00.0
00
28
0
29
0
30
0
31
0
32
0
33
0
01
02
03
04
05
06
07
08
09
01
00
-1
0-20
-30
-40
-50
-60
-70
-80
-90
-1
00
Ex. ROW
Ex. ROW
Ex. ROW
280
290
300
310
320
330
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
ST
A. 111+
50.0
00
28
0
29
0
30
0
31
0
32
0
33
0
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
Ex. ROW
Ex. ROW
280
290
300
310
320
01
02
03
04
05
06
07
08
09
01
00
-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
ST
A. 112+
00.0
00
28
0
29
0
30
0
31
0
32
0
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
Ex. ROW
293.19293.41293.82294.37
293.1293.3293.7294.2CO03
TW04
EP04
+25.52 2.6' c hrdwd
EP0D
+16.36 vz/1077 1/2
EP05
TW05
CO03
TW04
EP04
+01.41 1.3' c hrdwd
EP05
TW05
CO03
TW04
EP04
+30.22 oak
+37.8 1.1' c hrdwd
+59.59 1.8' c twin maple
+59.58 2.5' c maple
+70.37 3.7' c maple
X10L
EP05
TW05
CO03
TW04
DR05
+84.27 3.5 ' c twin maple
3.53%
5.00%
3.66%
5.00%
5.00%
5.00%
1.36%
1.10%
3.55%
5.00%
5.00%
5.00%
5.62%
5.00%5.00%
5.00%
1.29%
2.14%
5.00%
5.00%5.00%
5.00%
5.00%
1.60%
2.55%
5.00%
5.00%
5.00%
5.00%
5.00%
5.00%
2.00%
0.41%
2.82%
5.00%
5.00%
5.00%
2:1
6:1
2:1
2:1
6:1
6:12:1
2:1
6:1
6:1
6:1
6:1
2:1
4.0
011.0
06
.0
06
.0
011.0
04
.0
0
4.0
011.0
06
.0
06
.0
011.0
04
.0
0
4.0
011.0
06
.0
06
.0
011.0
04
.0
0
4.0
011.0
06
.0
06
.0
011.0
04
.0
0
SH
EE
T C
HE
CK
ED
AS
BU
IL
T D
ET
AIL
S
DA
TE
DA
TE
DA
TE
DA
TE
NU
MB
ER
DA
TE
ST
AT
ION
ST
AT
ION
DE
SC
RIP
TIO
N
RE
VIS
IO
NS
AF
TE
R P
RO
PO
SA
LS
DR
PR
OC
ES
SE
D
NE
W D
ES
IGN
ST
AT
E P
RO
JE
CT
NO
.S
HE
ET
NO
.T
OT
AL
SH
EE
TS
CO
MM
ON
EX
CA
V.
FIL
L
RO
CK
EX
CA
V.
MU
CK
EX
CA
V.
SH
EE
T T
OT
AL
S
DG
N
C.Y
.
C.Y
.C
.Y.
C.Y
.
40
09
240092-N
H13altxs5816
26
6.0
8
0.59
0 0
NA
ME
1
NA
ME
2
NA
ME
3
DA
TE
1
DA
TE
2
DA
TE
3
21
25
4009
2-N
H13
altx
s581
6.dg
n rte
13_M
C1M
5/3
1/20
16 1
0:09
:15
AM
“n34
mem
”
270
280
290
300
310
320
330
340
01
02
03
04
05
06
07
08
09
01
00
-10
-20
-30
-40
-50
-60
-70
-80
-90
-1
00
ST
A. 112+
50.0
00
27
0
28
0
29
0
30
0
31
0
32
0
33
0
34
0
01
02
03
04
05
06
07
08
09
01
00
-10
-20
-30
-40
-50
-60
-70
-80
-90
-1
00
Ex. ROW
Ex. ROW
270
280
290
300
310
320
01
02
03
04
05
06
07
08
09
01
00
-10
-20
-30
-40
-50
-60
-70
-80
-90
-1
00
ST
A. 113+
00.0
00
27
0
28
0
29
0
30
0
31
0
32
0
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
Ex. ROW
Ex. ROW
280
290
300
310
320
330
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
ST
A. 113+
50.0
00
28
0
29
0
30
0
31
0
32
0
33
0
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
Ex. ROW
Ex. ROW
280
290
300
310
320
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
ST
A. 114+
00.0
00
28
0
29
0
30
0
31
0
32
0
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
Ex. ROW
Ex. ROW
Ex. ROW
295.07295.89296.98298.17
294.9295.8296.9298.0
WL03
+34.45 15" cmp
+50.37 20T/PSNH/158/net/1077/1
EP03
TW03
CO01
TW02
EP02
+61.37 3' c maple
+61.37 orn
DR02
WL03
EP03
TW03
CO01
TW02
EP02
+13.23 5' c avg quad maple
+89.55 12" cmp
DR02
WL03
EP03
TW03
CO01
TW02
EP02
+42.37 3.6' c twin maple
+52.16 6' c maple
DR02
WR00
+89.8 vz 1 1/2|psnh|158|net|1077|1
EP03
TW03
CO01
TW02
EP02
MC00_swale1.Toe R
+87.67 4.5' c maple
5.00%
2.31%
3.16%
5.00%5.00%
5.00%
2.46%
0.28%
3.02%
5.00%
5.00%
5.00%
5.00%5.00%
5.00%
2.00%
0.07%
2.14%
5.00%
5.00%
5.00%
5.00%
5.00%
2.31%
2.28%
5.00%
5.00%
5.00%
5.00%
5.00%
5.00%
3.16%
2.35%
5.00%5.00%
5.00%
8:1
7:1
3:1
4:1
6:1
6:1
6:1
2:1
6:1
6:1
6:1
2:1
4:1
3:1
3:1
4.0
011.0
06
.0
06
.0
011.0
04
.0
0
4.0
011.0
06
.0
06
.0
011.0
04
.0
0
4.0
011.0
06
.0
06
.0
011.0
04
.0
0
4.0
011.0
06
.0
06
.0
011.0
04
.0
04
.0
0
TR
EA
TM
EN
T S
WA
LE
SH
EE
T C
HE
CK
ED
AS
BU
IL
T D
ET
AIL
S
DA
TE
DA
TE
DA
TE
DA
TE
NU
MB
ER
DA
TE
ST
AT
ION
ST
AT
ION
DE
SC
RIP
TIO
N
RE
VIS
IO
NS
AF
TE
R P
RO
PO
SA
LS
DR
PR
OC
ES
SE
D
NE
W D
ES
IGN
ST
AT
E P
RO
JE
CT
NO
.S
HE
ET
NO
.T
OT
AL
SH
EE
TS
CO
MM
ON
EX
CA
V.
FIL
L
RO
CK
EX
CA
V.
MU
CK
EX
CA
V.
SH
EE
T T
OT
AL
S
DG
N
C.Y
.
C.Y
.C
.Y.
C.Y
.
40
09
240092-N
H13altxs5816
35
0.5
3
0.15
0 0
NA
ME
1
NA
ME
2
NA
ME
3
DA
TE
1
DA
TE
2
DA
TE
3
22
25
4009
2-N
H13
altx
s581
6.dg
n rte
13_M
C1M
5/3
1/20
16 1
0:15
:49
AM
“n34
mem
”
280
290
300
310
320
330
01
02
03
04
05
06
07
08
09
01
00
-10
-20
-30
-40
-50
-60
-70
-80
-90
-1
00
ST
A. 114+
50.0
00
28
0
29
0
30
0
31
0
32
0
33
0
01
02
03
04
05
06
07
08
09
01
00
-10
-20
-30
-40
-50
-60
-70
-80
-90
-1
00
Ex. ROW
Ex. ROW
Ex. ROW
280
290
300
310
320
330
01
02
03
04
05
06
07
08
09
01
00
-10
-20
-30
-40
-50
-60
-70
-80
-90
-1
00
ST
A. 115+
00.0
00
28
0
29
0
30
0
31
0
32
0
33
0
01
02
03
04
05
06
07
08
09
01
00
-10
-20
-30
-40
-50
-60
-70
-80
-90
-1
00
Ex. ROW
Ex. ROW
280
290
300
310
320
330
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
ST
A. 115+
50.0
00
28
0
29
0
30
0
31
0
32
0
33
0
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
Ex. ROW
Ex. ROW
Ex. ROW
280
290
300
310
320
330
01
02
03
04
05
06
07
08
09
01
00
-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
ST
A. 116+
00.0
00
28
0
29
0
30
0
31
0
32
0
33
0
01
02
03
04
05
06
07
08
09
01
00
-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
Ex. ROW
Ex. ROW
Ex. ROW
299.52301.06302.80304.61
299.4300.9302.7304.5
4.04%
4:1
WR00
EP03
TW03
CO01
TW02
EP02
MC00_swale1.Toe R
+63.04 1.2' c avg twin pine
WR00
EP03
TW03
CO01
TW02
EP02
MC00_swale1.Toe R
WR00
+27.08 psnh|157|2|net
EP03
TW03
CO01
TW02
EP02
MC00_swale1.Toe R
+35.23 15" cmp
EP03
TW03
CO01
TW02
EP02
4.04%
2.94%
2.66%
1.96%
1.96%
5.00%
5.00%
5.00%5.00%
2.94%
2.66%
5.00%
5.00%
5.00%
5.00%
5.00%
5.00%
1.96%
2.31%
5.00%
5.00%
5.00%
5.00%
5.00%
5.00%
1.92%
2.26%
5.00%5.00%
5.00%
5.00%5.00%
5.00%
1.66%
2.33%
5.00%
5.00%
3:1
4:1
6:1
2:1
6:1
2:1
3:1
2:1
6:1
6:1
3:1
6:1
4.0
011.0
04
.8
04
.8
011.0
04
.0
0
4.0
011.0
05
.8
05
.8
011.0
04
.0
0
4.0
011.0
06
.0
06
.0
011.0
04
.0
0
4.0
011.0
06
.0
06
.0
011.0
04
.0
0
SH
EE
T C
HE
CK
ED
AS
BU
IL
T D
ET
AIL
S
DA
TE
DA
TE
DA
TE
DA
TE
NU
MB
ER
DA
TE
ST
AT
ION
ST
AT
ION
DE
SC
RIP
TIO
N
RE
VIS
IO
NS
AF
TE
R P
RO
PO
SA
LS
DR
PR
OC
ES
SE
D
NE
W D
ES
IGN
ST
AT
E P
RO
JE
CT
NO
.S
HE
ET
NO
.T
OT
AL
SH
EE
TS
CO
MM
ON
EX
CA
V.
FIL
L
RO
CK
EX
CA
V.
MU
CK
EX
CA
V.
SH
EE
T T
OT
AL
S
DG
N
C.Y
.
C.Y
.C
.Y.
C.Y
.
40
09
240092-N
H13altxs5816
41
8.1
8
0.91
0 0
NA
ME
1
NA
ME
2
NA
ME
3
DA
TE
1
DA
TE
2
DA
TE
3
23
25
4009
2-N
H13
altx
s581
6.dg
n rte
13_M
C1M
5/3
1/20
16 1
0:21
:08
AM
“n34
mem
”
290
300
310
320
330
340
01
02
03
04
05
06
07
08
09
01
00
-10
-20
-30
-40
-50
-60
-70
-80
-90
-1
00
ST
A. 116+
50.0
00
29
0
30
0
31
0
32
0
33
0
34
0
01
02
03
04
05
06
07
08
09
01
00
-10
-20
-30
-40
-50
-60
-70
-80
-90
-1
00
CB +XX
Ex. ROW
Ex. ROW
Ex. ROW
260
270
280
290
300
310
320
330
340
01
02
03
04
05
06
07
08
09
01
00
-10
-20
-30
-40
-50
-60
-70
-80
-90
-1
00
ST
A. 117+
00.0
00
26
0
27
0
28
0
29
0
30
0
31
0
32
0
33
0
34
0
01
02
03
04
05
06
07
08
09
01
00
-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
CB +XX
Ex. ROW
Ex. ROW
Ex. ROW
290
300
310
320
330
340
01
02
03
04
05
06
07
08
09
01
00
-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
ST
A. 117+
50.0
00
29
0
30
0
31
0
32
0
33
0
34
0
01
02
03
04
05
06
07
08
09
01
00
-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
Ex. ROW
Ex. ROW
Ex. ROW
306.39308.14309.72
306.3308.0309.6
WR00
EP03
TW03
CO01
TW02
EP02
CLZ1
XD0G
+64.5 cb
+63.4 15" cmp
+75.6 bell|3s
WL01
EP01
TW01
CO00
TW00
EP00
+96.94 vz 3|psnh|155
+87.43 15" cmp
+89.48 cb+89.48 15" cmp
+98.98 15" cmp
WL01
EP01
TW01
CO00
TW00
EP00
1.56%
1.74%
5.00%
5.00%5.00%
2.75%
1.56%
5.00%
5.00%
5.00%
5.00%
5.00%
5.00%
2.73%
1.74%
5.00%5.00%
5.00%
6.18%
6.18%
6.18%
2.08%
2.15%
2.92%
3.30%
5.00%
2:1
6:1
6:1
2:1
6:1
6:1
2:1
6:1
6:1
4.0
011.0
03
.8
03
.8
011.0
04
.0
0
4.0
011.0
02
.8
02
.8
011.0
04
.0
0
4.8
311.0
01
.8
01
.8
011.0
04
.3
8
SH
EE
T C
HE
CK
ED
AS
BU
IL
T D
ET
AIL
S
DA
TE
DA
TE
DA
TE
DA
TE
NU
MB
ER
DA
TE
ST
AT
ION
ST
AT
ION
DE
SC
RIP
TIO
N
RE
VIS
IO
NS
AF
TE
R P
RO
PO
SA
LS
DR
PR
OC
ES
SE
D
NE
W D
ES
IGN
ST
AT
E P
RO
JE
CT
NO
.S
HE
ET
NO
.T
OT
AL
SH
EE
TS
CO
MM
ON
EX
CA
V.
FIL
L
RO
CK
EX
CA
V.
MU
CK
EX
CA
V.
SH
EE
T T
OT
AL
S
DG
N
C.Y
.
C.Y
.C
.Y.
C.Y
.
40
09
240092-N
H13altxs5816
25
7.2
5
3.49
0 0
NA
ME
1
NA
ME
2
NA
ME
3
DA
TE
1
DA
TE
2
DA
TE
3
24
25
4009
2-N
H13
altx
s581
6.dg
n rte
13_M
C1M
5/3
1/20
16 1
0:26
:21
AM
“n34
mem
”
290
300
310
320
330
340
350
01
02
03
04
05
06
07
08
09
01
00
-1
0-20
-30
-40
-50
-60
-70
-80
-90
-1
00
ST
A. 118+
00.0
00
29
0
30
0
31
0
32
0
33
0
34
0
35
0
01
02
03
04
05
06
07
08
09
01
00
-1
0-20
-30
-40
-50
-60
-70
-80
-90
-1
00
Ex. ROW
Ex. ROW
Ex. ROW
290
300
310
320
330
340
350
01
02
03
04
05
06
07
08
09
01
00
-1
0-20
-30
-40
-50
-60
-70
-80
-90
-1
00
ST
A. 118+
50.0
00
29
0
30
0
31
0
32
0
33
0
34
0
35
0
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
Ex. ROW
Ex. ROW
290
300
310
320
330
340
350
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
ST
A. 119+
00.0
00
29
0
30
0
31
0
32
0
33
0
34
0
35
0
01
02
03
04
05
06
07
08
09
01
00
-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
Ex. ROW
Ex. ROW
311.00312.13313.12
310.9312.1313.1
6.90%
WL01
EP01
TW01
CO00
TW00
EP00
WL01
+72.93 15" rcp
EP01
TW01
CO00
TW00
EP00
+66.97 15" rcp
RO00
RO00
WL02
EP01
TW01
CO00
TW00
EP00
+98.37 vz4|psnh|154
2.57%
1.88%
4.59%
5.43%
5.43%
5.26%
1.18%
1.45%
4.58%
4.59%
5.00%
5.00%
4.98%
5.03%
1.78%
1.15%
4.75%
4.76%
5.00%
5.70%
5.70%
5.47%
1.93%
1.05%
4.60%
5.00%
6:1
6:1
4:1
6:1
6:1
5.9
111.5
011.5
06
.4
2
5.8
211.5
011.5
06
.3
6
5.5
811.0
00
.8
00
.8
011.0
05
.8
6
SH
EE
T C
HE
CK
ED
AS
BU
IL
T D
ET
AIL
S
DA
TE
DA
TE
DA
TE
DA
TE
NU
MB
ER
DA
TE
ST
AT
ION
ST
AT
ION
DE
SC
RIP
TIO
N
RE
VIS
IO
NS
AF
TE
R P
RO
PO
SA
LS
DR
PR
OC
ES
SE
D
NE
W D
ES
IGN
ST
AT
E P
RO
JE
CT
NO
.S
HE
ET
NO
.T
OT
AL
SH
EE
TS
CO
MM
ON
EX
CA
V.
FIL
L
RO
CK
EX
CA
V.
MU
CK
EX
CA
V.
SH
EE
T T
OT
AL
S
DG
N
C.Y
.
C.Y
.C
.Y.
C.Y
.
40
09
240092-N
H13altxs58160
2.65
0 0
NA
ME
1
NA
ME
2
NA
ME
3
DA
TE
1
DA
TE
2
DA
TE
3
25
25
4009
2-N
H13
altx
s581
6.dg
n rte
13_M
C1M
5/3
1/20
16 1
0:31
:31
AM
“n34
mem
”