scan005TOPSOIL, SEED AND MULCH
SURROUNDING YARD AREAS
NTS
O�
o�
o�
0
On
o^
0
o(0
NOS
t\N
NO0j
�e0i
+n
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O0i
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QJ
to W
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1n W
c w
N W
'—VEGETATED
55
>5
»
55
TO 959 STD. PROCTOR
CL Q_
as
Q. CL
CL CL
as
as
100.00VC
100.00VC
-2.009
1,5090
1.509
-1009.
400 F-
399
398 _. _. __._....
397
396
395
394--
' 00%�
393
392
SHOULDER
391
390
o+to
0 0
O 2
co+ 00 o+ M
O� m o)
TOP OF SWALE
STOP OF CREST
Dig Safely.
New AYork
® Call Before You Dig
0 Wait The Required Time
® Confirm Utility Response
® Respect The Marks
® Dig With Care
800.962.7962
wwwAigsafelynewyork.com
SCALE: 1"=4'
181,
MIN. I
9" MIN.
6-8" RIP -RAP '24" *AX
® CREST
6" MIN. 2-4"�
CRUSHED STONE
FILTER FABRIC
1'--�
-FILTER FABRIC DITCH BOTTOM MI MIRAF( 140N EQUAL
-DITCH BOTTOM ELEVA TION
ROCK CHECK DAM DETAIL
NTS
INSTALL RIP RAP ON SIDES
AND TOP OF CULVERT END
FLARED END SECTION WITH l
BOL TED COUPLING BAND
SPACING= H(ft)
SLOPE ft ft)
FINISHED GRADE
12" MIN. DOT MEDIUM STONE I 1 CULVERT PIPE
FILL 10' LONG BY 6' WIDE
NTS
DIVERSIONARY
SWALE PER PLAN
PROFILE
H
ROADWAY PROFILE
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE 1"=4'
397
396
-1.00%�"�--------
395
394
393
_ .._ _ . 392
391
390
rn V,�t ui
o� obi 0) cr)
PROP. 12" HDPE CULVERT
STA. 4+53.5
COMPACTION & SOILS NOTES
1. FILL MATERIAL TO ESTABLISH SUBGRADES BELOW SUBBASE OVER THE
ROADWAY AND DRIVE AREAS SHALL CONSIST OF WELL GRADED SAND OR
SAND & GRAVEL MIXTURE, FREE OF ORGANICS AND C&D FILL, MEETING
THE FOLLOWING GRADATION REQUIREMENTS:
SEIVE SIZE: PERCENT PASSING BY WEIGHT:
100 mm 100
425 pm 0-70
75 pm 0-15
THE INFILL SHALL BE COMPACTED IN 12—INCH MAXIMUM LIFTS TO 90%
STANDARD PROCTOR DENSITY PER ASTM D 1557.
2. SUBBASE MATERIAL SHALL CONSIST OF NATURALLY OR ARTIFICIALLY
GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, NATURAL OR
CRUSHED STONE AND NATURAL OR CRUSHED SAND MEETING THE
FOLLOWING GRADATION REQUIREMENTS PER NYSDOT TABLE 304-1, TYPE
2OR4:
SEIVE SIZE. PERCENT PASSING BY WEIGHT:
50 mm 100
6.3 mm 30-65
425 pm 5-40
75 pm 0-10
THE INFILL SHALL BE COMPACTED IN 6—INCH MAXIMUM LIFTS TO 959
STANDARD PROCTOR DENSITY PER ASTM D 1552
1.50
18' ROAD WIDTH
SHOULDER
oion
O+o�p
o+to
o _
o+N o+O
o
(0+ttoo
1/4%FT (Z
N LO
-7 M tri
n
M
1n
fn
TOP OF SWALE
STOP OF CREST
Dig Safely.
New AYork
® Call Before You Dig
0 Wait The Required Time
® Confirm Utility Response
® Respect The Marks
® Dig With Care
800.962.7962
wwwAigsafelynewyork.com
SCALE: 1"=4'
181,
MIN. I
9" MIN.
6-8" RIP -RAP '24" *AX
® CREST
6" MIN. 2-4"�
CRUSHED STONE
FILTER FABRIC
1'--�
-FILTER FABRIC DITCH BOTTOM MI MIRAF( 140N EQUAL
-DITCH BOTTOM ELEVA TION
ROCK CHECK DAM DETAIL
NTS
INSTALL RIP RAP ON SIDES
AND TOP OF CULVERT END
FLARED END SECTION WITH l
BOL TED COUPLING BAND
SPACING= H(ft)
SLOPE ft ft)
FINISHED GRADE
12" MIN. DOT MEDIUM STONE I 1 CULVERT PIPE
FILL 10' LONG BY 6' WIDE
NTS
DIVERSIONARY
SWALE PER PLAN
PROFILE
H
ROADWAY PROFILE
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE 1"=4'
397
396
-1.00%�"�--------
395
394
393
_ .._ _ . 392
391
390
rn V,�t ui
o� obi 0) cr)
PROP. 12" HDPE CULVERT
STA. 4+53.5
COMPACTION & SOILS NOTES
1. FILL MATERIAL TO ESTABLISH SUBGRADES BELOW SUBBASE OVER THE
ROADWAY AND DRIVE AREAS SHALL CONSIST OF WELL GRADED SAND OR
SAND & GRAVEL MIXTURE, FREE OF ORGANICS AND C&D FILL, MEETING
THE FOLLOWING GRADATION REQUIREMENTS:
SEIVE SIZE: PERCENT PASSING BY WEIGHT:
100 mm 100
425 pm 0-70
75 pm 0-15
THE INFILL SHALL BE COMPACTED IN 12—INCH MAXIMUM LIFTS TO 90%
STANDARD PROCTOR DENSITY PER ASTM D 1557.
2. SUBBASE MATERIAL SHALL CONSIST OF NATURALLY OR ARTIFICIALLY
GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, NATURAL OR
CRUSHED STONE AND NATURAL OR CRUSHED SAND MEETING THE
FOLLOWING GRADATION REQUIREMENTS PER NYSDOT TABLE 304-1, TYPE
2OR4:
SEIVE SIZE. PERCENT PASSING BY WEIGHT:
50 mm 100
6.3 mm 30-65
425 pm 5-40
75 pm 0-10
THE INFILL SHALL BE COMPACTED IN 6—INCH MAXIMUM LIFTS TO 959
STANDARD PROCTOR DENSITY PER ASTM D 1552
SCALE: 1 "=4'
3"
o�O0o0 00 3" BINDER COURSE OR
12" MIN o �� 0 0 o 00 0 o 0 0 2" BINDER, 1" TOP COAT
CO o O o O C ASPHALT PAVEMENT
O O 0
GRANULAR SUBBASE COURSE
1 NYSDOT SECTION 304 TYPE 2
-- OR 4 COMPACTED TO 959
SUBGRADE COMPACTED TO ! STD. PROCTOR
909 STANDARD PROCTOR
ASPHALT PAVEMENT DETAIL
NTS
FILED
Warren County Clerk
September 11, 2017
Instrument No. 2017-3000081
NEW YORK Glens STATE DEPARTMENT
e F HE=ALTH
Refer to first sheet for approved date and signature.
TAX MAP # 308.18-1-1
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED
PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
5 REVISED PER DOH COMMENTS - RE -ISSUED TO NYSDOH 8/10/17
4 ADDED APPROVAL RESOLUTIONS - ISSUED TO NYSDOH 4/11/17
3 ISSUED FOR PRELIMINARY & FINAL SUBDIVISION 9/15/16
1 ISSUED FOR PRELIMINARY SUBDIVISION & AREA VARIANCE 2/16/15
No. Revisions Date
ROAD PROFILE & DETAILS
prepared for
Maurice H. Combs
636 Corinth Road
Town of Queensbury, Warren County, NY
Drawn: LWD Checked: GTH I Scale: NOTED Date: 108/14
A& 169 Havlland Rood
Queensbury, NY 12804 29832-01-S4
Hutchins Engineering (518) 745-0307 Phone
g 9 (518) 745-0308 Fox
1' GRAVEL
18' ROAD WIDTH
SHOULDER
BOTH SIDES
1/41FT (ZV)
1/4%FT (Z
&2W
3 3
Kir
I
VEGETATED COMPACTED— ASPHALT-
ROADWAY SUBBASE - 12" TOTAL
DEPTH,
'—VEGETATED
SWALE SUBGRADE ROADWAY
NYS DOT SECT. 304. TYPE 2 OR 4 COMPACTED
SWALE
TO 959 STD. PROCTOR
ROADWAY SECTION
- STRAIGHT PORTION
SCALE: 1 "=4'
3"
o�O0o0 00 3" BINDER COURSE OR
12" MIN o �� 0 0 o 00 0 o 0 0 2" BINDER, 1" TOP COAT
CO o O o O C ASPHALT PAVEMENT
O O 0
GRANULAR SUBBASE COURSE
1 NYSDOT SECTION 304 TYPE 2
-- OR 4 COMPACTED TO 959
SUBGRADE COMPACTED TO ! STD. PROCTOR
909 STANDARD PROCTOR
ASPHALT PAVEMENT DETAIL
NTS
FILED
Warren County Clerk
September 11, 2017
Instrument No. 2017-3000081
NEW YORK Glens STATE DEPARTMENT
e F HE=ALTH
Refer to first sheet for approved date and signature.
TAX MAP # 308.18-1-1
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED
PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
5 REVISED PER DOH COMMENTS - RE -ISSUED TO NYSDOH 8/10/17
4 ADDED APPROVAL RESOLUTIONS - ISSUED TO NYSDOH 4/11/17
3 ISSUED FOR PRELIMINARY & FINAL SUBDIVISION 9/15/16
1 ISSUED FOR PRELIMINARY SUBDIVISION & AREA VARIANCE 2/16/15
No. Revisions Date
ROAD PROFILE & DETAILS
prepared for
Maurice H. Combs
636 Corinth Road
Town of Queensbury, Warren County, NY
Drawn: LWD Checked: GTH I Scale: NOTED Date: 108/14
A& 169 Havlland Rood
Queensbury, NY 12804 29832-01-S4
Hutchins Engineering (518) 745-0307 Phone
g 9 (518) 745-0308 Fox