MASTERS COMMON SOUTH -1987 >r
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HILANDPARK
PLANNED UNIT REVEL PIVIENT
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Opert Spaw - `A,.
�» Office Park F"r _� i
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Retirement Center �' � � f� ��. �7a/ _ - _ _ _ -__'---` 27
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Co•er,npt•Care faewtr-240 unR• �.��_ l
21 ? , 29 Town of Queensbury � .
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Slagle Fe FAIN r •e Uwe
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a critical care fay 30
j Warren County, w18
New York
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p Expansion � + �-� , 10 11 " �. --� c �'�• Q
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SINGE FM41LY-88 11MT$ 1. .. f'i/ �3. 12 i
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Expansim
44 40 Hlland Park Terrace •46 sta9a F•Emly Units HiLAND PARK CORP.
S 47 i 4S ,_ 4a - 35 _ E Developer.
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Commercial Expansion Hav and Road ; 4 .
Queensbury, New York
24 �� 3e p + } tA4JL Y,. is Sports �� f`� E
23 Cl j Compt•a f
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t9 r 1a t7 a -� - -r- t. d{� / Hiand Park Golf Club North Saratoga Springs,, New i o
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t3c' Hiland Park Golf Club ,
_���,.„„- ,•; ,..: South - .c t',: � r 1 Plantatkxt Heights -3 .net• Nth units
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Residential Expansion 5
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Master's Contnton th < , ,1 1MA Y
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Proposed DEC Wetland 3 � M F
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Residential Expansion
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LAW
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c Fairway Courts- SI•sl• F•wlMy ulwt• OVerk)Ok ' -36 M■ItlhnNlr Un1tr INDEX .
a �`
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, t r L- 1Subdivision a
=t - L-2 Layout and Planting P an
WA
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L-3 Grading argil Drainage Plan
i
L-4 Utilities Plan
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L-� Profiles
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L-6 Profiles - Utilities
L--7 Details ,
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L-8. Details - Sewer and ater ,
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— 2-z / / / J J / \ \ 'RE MRE FOR:
HL ND P RK CORP.
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^ PLANT KEY CURVE DATA
� ararrr rro�.0 COORDINATE POINTS
too colt tz pnlr�T CSUDIU J#1 64(). 6474: •
POINT NORTH EAST
� Lug 198 16, 344. 7899 14, 567 . 2515
>dtJ1GOlIJ4 '6'�T of T�AI ->l�L� tTEb IJEGlD(�O(�S 7I���S ARC LENGTH== 1E�3. 2178 199 16, 379. 3013 14 , 144 . 1375
TANGEO
-L,or W0WA :AZ DELTA NA NGl_E4. 1 ,�7 ''a 201 15, 863 .0000 14 , 500 .0000
p 51bP zi4u 1 pra.T10►J
-o -WNW et�.Ft t T,oN T1�ANSPC.ANTED CO(�1/FE�iO( T EES 202 15, 456. 3229 14 , 250 . 6527
CURVE #2 203 15, 456 . 3229 14 , 250 . 6527
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F;AnIuS�= �'-)C� 204 15, 588. 2723 14, 100 . 3551
�pu� pl�t..►r Tt�A(�ls�[.�TE>� S/-�RUP.� ARC LENGTH-- ?48. Sv�T 205 15 , 738 . 5699 14 ;232 . 3044
1Zr pciur- ,A 1►- O TANGENT-: 14-:7. _C? 206 16, 354 . 4234 14, 140 . 8565
rVI DELTA ANGLE= 71 16 'f> 207 15, 893. 4154 14 ,080 . 0570
CURVE #3 208 15, 815. 2918 14 ,047 . 6053
210 15, 347. 0000 13, 865 .0000 1
RADIUS= 200 211 15, 592. 7010 14,095. 4750
50 0 20 50 100 200
ARC LENGTH= 3S14. 1593 212 15, 379 . 8205 13 , 8,95. 7866
TANGENT= 200 213 15, 314 . 1795 13, 834 . 2134
DELTA ANGLE= 90 00 00 300 15, 977 . 2846 14 ,091 . 1180
301 16,061 .0503 13, 455. 9705
CURVE #4 302 15, 815. 2918 14 ,047 . 6054
j RADIUS= 412.111(:)0 303 15 , 815 . 2918 14 ,047 . 6053 09
ARC LENGTH= 171 . 4822 3Q4 15 , 738 . 5699 14 , 232 . 3044
Z
305 15 , 588 . 2723 14 , 100 . 3551 DE000
rLTANANGLE= 23 50 23 308 15, 588 . 2723 14 , 100 . 3551
1*14
CURVE #5 308 15, 606 . 6205 14, 382 . 6020
\ 10 ♦b, 309 15 , 606. 6205 14 , 382 . 6020
elk
ee 31$ 32o RADIUS= 1= 2125. 310 15 , 878 . 5092 14 , 072 . 9057
N15 ARC LENGTH= 4��. 3866
TANGENT= 113. 2024
� -51 -OQ" 1 31� ' � � DELTA ANGLE— C>9 �9 '�+ 311 15 , 755. 0010 14 , 466 . 0736
E 397.39' f / 312 15 , 755 . 0010 14 , 466 .0736
/ } 313 16, 163. 5949 13 , 165. 3829
-- -- - - -- --
/� 322 314 15, 975 . 1154 14, 515. 6498
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LAYOUT NOTES
� �� � 1 1 1 ` \ 1�, 20
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1. Contractor shall verify field measurements and conditions 2 / 2 1
prior to construction. �� 1 �`♦ �• t+ '(.b
Prior to construction contractor shall stake out all
• 2. Pr I � _
t improvements and shall bring to the attention of the
Landscape Architect any discrepancies. \ \ \ '
�,. 3 t2
3. Contractor shall verify all grades and dimensions in the \ 1 1 /
+. field and report any discrepancies to the Landscape tr'Y1?p2 _
Architect. \ \ �\ /, r \ PVI 001W�
4. Contractor is responsible tozepair or replace all items \ \ / \ - - I
;p damaged outside of construction limits, or any items
disturbed on the site which are not part of the identified
work of this contract. tSS. \ 1 C t t 37 2 I ^ I O +
5. Contractor shall blend all work of this contract smoothly �
A \ I \ v- 4' I 1 H
into existing conditions at construction limits. cP \ ` \ \ \ - \ 1 ( '
001.
6. Contractor shall visit the site to observe all existing site �` 1 1 I I
y'. conditions prior to start of work. � , /4 1 \ \\ \ ` CURVE
\\ I '
rr 7. Prior to project close-out, contractor shall remove all 13
debris and excess materials from the site. t s 1 \ �N ` 1 \_
8. All vegetation not indicated to be rwWved shall be maintained 1 _- �- \ I 2
and protected during construction. --�� 'f \�
specifications. \ ( Z ~ v�
9. All work is to conform to the Town of oueensbury � , `W
10. Refer to Sheet L-1 Subdivision Plat for lot descriptions and �% \� ` \ \1 1 W
area calculations. �� \ \ (n 1 V \ 1
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PLANTING NOTES17
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1. Take ever precaution to avoid damage to any
y
vegetation to remain.
2. Contractor shall refer to utilities drawing
for locations of proposed utilities. g�.�0� _ \ \ \
=' ,;'�`�� -52'-40"W 272.57 \ \ 1
To soil a seed all disturbed areas not scheduled to \\ \ 9
3. p
receive work.
` o�
ed b tree spade and 1 d \ �\ I I 1 , ' \ d
4. Plants shall be sized transplant y P I ��� ��b ��`�
guaranteed for one year. Specimens shall be field N I
located by owner. 1
� �` �� �r \` \� � � 1 \\i `VY I-I'11.A4.Ld i���--C�'p
5. Location of all planting to be verified by owner.
6. Contractor shall maintain all work including watering,
mowing, a protection from traffic until final acceptance to
of the project.
shall be shredded wood a free of all foreign c, \ \ \
7. mulch Z
materials, applied to a minimum depth of 2".
8. Contractor is responsible to repair or replace all 1
items damaged outside construction .units or disturbed
on site which are not port of the identified work of � e
this contract.
9. Amended topsoil backfill shall consist of (1) part manure
& dF to (8) parts topsoil and bonemeal @ 20 lbs to 4 cu. yds.
�� 1
M
r topsoil.
10. Lawm Mix: $ BY WEIGHT SPECIES $ GERMINATION
30% Fescues 9o%
20% Windsor Kentucky 87%
7
Blue
33
00
49% Turf-Type 90%
Perennial Rye
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rI SCHEDULE OF STORM DRAINAGE STRUCTURES
CB-1 T.F. 335.90 C8-11 T.F. 316.74 •
• - _ �. �"
INV. 331.52 INV. IN 312.02
Q l.Ov1/fit'/}•llfvl•iPo11'^11" ' -
} G G CpVG-St�R-�5) INV. OUT 314.1
CB-2 T.F. V 335.90 CB-12 T.F. 31 . 6
.yam INV. IN 331.28 INV. IN 309.56
y ■ Ca�+1lJ/ I INV. OUT 331.18 INV. OUT 309.46
1
CB-3 T.F. 329.0 CB-13 T.F. N- 314.1
{ INV. 324.37 INV. I 309.22
INV. OU'I 309.12
•.
CB-4 T.F. 329.0 CB-14 T.F. 324.10
INV. IN 324.03 INV. IN 319.84
` �' -� CB-. . - INV. OUT 324.03 INV, OUT 319.84
W. Vv CB-5 T.F. 326.40 CB-15 T.F. 325.25
INV. IN 321.28 INV. 321.28 Q
` �.•-+�
- --4y- �?ILt1`i 1 `�_,��--� - �.--^----_ ,` �• INV. OUT ' 321.18
CB-6 T.F. 323.80 CB-16 T.F. 325.25
INV. IN 317.58 INV. IN 321.04
f
50 0 20 INV. OUT 317.48 INV. OUT 320.94
0 100 200 \ -�_
CB-7 T.F. 323.24 CB-17 T.F. 341.89
INV. 316.84 INV. 336.12
\ CB-8 T.F. 323.24 CB-18 T.F. 341.89 s'
INV. IN 318.64 INV. IN 336.0 ,
INV. OUT 318.54 INV. OUT 335.90 '+
` ! CB-9 T.F. 123.30 CB-19 T.F. 329.90
SCALE:.V - 50'-00' L 1 v 3.30 INV. 329.90
IN . IN (CB-6) 31
INV, IN (CB-8) 317.84
O _ I 1NV, OUT 316.92
�/�ILJTI+-•� (�C.G� �r� L -� \ 1� �� r���,� CB-10 TIN.
NV. 312.26 CB-20 TIN.VF
NV. IN 325.90
+�� O INV. OUT 325.80
12 / 3 `31 32
STe��i1,JIk��.'T�'1r¢, tt OW •• e. N 15 -51 -00"E 397.39' 3 /
322
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Poll
CBS 13 � ,,, \ \ .�� `1
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306' / J Z4'o/C 21 "PVG
1 08 1 CB-12 I \ / _ I 1
310 r o° •� of/2 PVC / I Gr o.0 2 eke
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a�,, / ` _ ` / I CBf-5 ,,/ - T• o a o.o� REPA ED FOR:
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UEEI ''SBURY, NY
ry a / 1 on
I CB-1 1 ` / CB-6
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♦ ice r 2 �0�%ll Pvc - 11'' �G �� �� / \ - a) YO .
6-7
♦ I _� / I l �� I- ONSU TANTS-
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E1Alo� � � � I I 1 \ \ � / �- c� / � � t o Y;
s 1 1 1 l" 16"s tea. tor.
L.P. �TR•S�lo8.c�8 \ \ I / / � �-�� \ 1 \� ,:
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GRACING and DRAINAGE NOTES
Prior to construction, the contractor ahall_.stalce-out All stores sewers shall be constructed \ CB-14 / I \
all improvements, verify grades, and an disere ncies /g' accurately to line and p op.rly \ �` / ml \ \\ ' / 1 I \
mP Y 9 Y Pa Y grade, c
shall be brought to the immediate attention of the bedded, and shall be so constructed
Landscape Architect. Existing utilities are shown on that all joints are watertight.
- # the lane, their location, depth and dimensions are \ .�
.0 'y believed to be correct. The contractor is responsible 20 The design of poured, precast oc pre- \` \� - egos / 1 ( �\ \ \ \ �� \ \ / ( I �.
for verification of locations, and notification of fabricated manhole and catch basin �'� �♦ / �15 \ \ \
i appropriate governing bodies prior to excavation. structures shall be fort Miller ♦ - s i, _ �I \ \ \ \
standard, or equal, and have the
s 2 Contractor is responsible to repair or replace all items approval of the Dept. of Public / ` / 2 ,C- \ \ \ \
damaged outside of construction limits, or any items Mocks and/or the Town Designated �. ' 1 '
' `Y disturbed on the site which are not part of the identified Engineer, prior to being ovdartd. 1 ` 0 � , \ ` ` 1 VrAt �S4' 1 /�s J. F°
work of tlt'ie contract. �� ' r �;• 1
,. 21 all catch basins over S het in depth - \ ` ` `\ \\ + \ � � ` \\ \1 1 1
bland all work of this contract smoothly into existing shall have steps. Catch basins over �� 12 \ / \ 2
conditions at construction limits. 9 feet in depth shall have an offset '� t \ ` \ \ 1 9
cone section for sate access. All � \ \
F Contractor shall visit the site to observe all existing catch basins less than I feet in Iris 3Z4 • a
site conditions prior to start of work. depth shall be equipped with a flat, \ \x� j - \ g<q0'- IZ" t ` CB_1 7
.' concentric, heavy duty lid. All
Contractor shall maintain proper signs, barricades, fences manholes, cacctf basins and other C 1 lc -16
:. ,to properly protect the work, equrlpment, persons and structures shall conform to the -
ro rt Cicy of Saratoga Springs specifics- \ �, Z4 _ �1� C�-19 \
P W Y front damage. Lions. - \V�`
(p, All daily traffic in the vicinity of the site shall not `\ -
Erosion Control - Ha bales or filter
be isQeded. All access roads will be open and maintained ZQ, Y
�or emergency whirler. fabric fencing shall be installed as • ,C j •
per detail durinq 'construction at _
1 the base o! slopes
ontraetor shall control dust caused by his operations by pees 3:1 and greater
7 which traverse 0
,$ �pplyinq water or dust palliative, other than calcium S leer or greater \
ehloride. distance.
Contractor shall control noise to as rest an extent as Z'fj, all areas disturbed by grading within
8' possible. All power equipment used duringconstruction and outside the right-of-way shall be s` I \ \ \ \ \ I I 1
recovered with a minimum 20 of topsail,
all be equipp with mufflers.
Y P
fie',• seeded, and maintained until a healthy
g Manufactured Items shall all be installed, connected and strand of grass is established and ��
. accepted � � \ \\�} ' .� ,C:>
cleaned according to manufacturer's directions. Pam, 8s ti 1 \ \ - 1 \ I 1 1
o- r.
,4 /10 Prior to project clove-out, contractor shall remove all 2¢. all fill slopes 3:1 and greater to <S• 1 \ `� C'B 20 \ I \ 1
receive bio-de radable tobacco sloth �$'� 1 \ \ 6410t=IS��Pv 1 ` \ 1 , 1� Z 7 f
� debris and excess materials frM site. ' Also, any damage g 3 - \ CSC 1 S
to field or facto applied finishes shall be repaired. or approved equal for erosion control. 1 \ \ (3 0.00� 1 1 \ 1 Q
8 factory PP P \
Cloth shall be secured to the soil b I
' staples os wooden pegs ant shall be
\
Contractor shall strip all topsoil from all areas to be
placed not more than 3' apart aloe
regraded, and stockpiled for later use on site. ! _
I 1
� each edge of roll. Areas. of tobacco `' � � ; _ - -- �" '\ \\ \\ `1 4 e O.�r
d
- when excavating and filling n_trea�reaa,_uss -extreme cloth shall be fertilized and seeded
caution to protect root systems of tress not designated as specified on planting plan. ;.rM r \ _ \ 1 1 \
E 4�a`''`"' 0 1 \ �-20' DRAINAGE EA��6�
for removal. 2CJ All vtgetaelon not indicated to be re-
During grading operations, drainage of site and adjacent moved shall be maintained and protected \ II 1 -
\ \ \ I 1
erea■ shall be maintained continuously to prevent erosion during sonstruction. Whore trees \ ITJ
or other damage. When it is necessary to interrupt (2• cal a greater) occur in a cut or \ \ 1 I i \\ \ \ \ � � �\ \ \ 1
drainage or other existing utilities, provide temporary fill situation exceeding 10 grade,
\ \
facilities until permanent. work has been completed. maintain trees at drip edge until final �� \ 1 ; \ \ ` ' \\ \ \ \ \ 3
field determination is made by Land- \ 1 \ \ \ \ \ \
sea a Architect. $ _
14 A21 areas requiring fill shall-be-b;ought-to-grade P 25 4 . •`
required in •• lifts. General fill shall be free of 1 -00~W 6 \ \ \ \ \ \ \\ \\ \ \ \ \ \
dsloterloua material, and contain no gravel larger 2CD. Where vegetation is to be removed clear _ \ \ \ \
than P, and compacted in an approved manner. trees and grub all stamps to a depth of 0.00, � 14
--$. 52'-40'W 272.5 O \ \ \ \ \ \ \ \\ cA
� .•-- I 24• below knish grade.
/, Grade areas adjaceot to building lines to drain away from prune and tries trees to remain u r
` .structure and prevent ponding. . Finish surfaces shall be 27 per the O + \` �9 `h
:Zfrom irregular surface than es. direction of the Landscape Architect. The CV n/ DG 1 8 Oq intent le'to remove dead and/oc broken O O � � �tockpiled topsoil together with additional topsoil branches and to clear limbs to a proper \ \ , ,�
as required, conforming to H.Y.S. D.O.T.'standards p height wbere necessary. L I+,N OUT 324, &6v t N
shall be applied to a depth of four (4) inches in lawn --
• Q$, Provide clean seed-tree salt hey or threshed
\ F �reM-i>�O;_t)le graders shown.
= straw mulch on newly planted areas, unless
J7 Information of 831 materials to be otherwise indicated. Remwich areas cis- Z 1O O \ 1 \ DATE;
used for the storm sewer system y ind or maintenance activities. �- G_7 \ O \ \
shall be submitted to and a Keep l b w
pproved Keep lawn areas moist daily untilawn s
•,A
! Y g prior �J►sehitected and acceptable to Landscape `' O Cl by the Owner and Cif Engineer \ \\
xi to being ordered. �-7 \ \ ` \
' /a poly y All excavation for rough grading and trenches Z to �' N 1 RVOIN BY:
Storrs sewers ehsllbs 1 vinyl chloride 29. � f � � \ \ 1
pipe 4PVC) ASR1 0 3034-7• or latest is'unelassitied. . '
revision, and to the dimension and # 'a '•'" EVIS
tolerances of classification lDll-3S ta. lee L•y'!or .ores on lawn plantisq. j - 1
as manufactured by •Certain-Tttd•, 'a"'�`�'�'rt.'
k O
O
John Maarsvilit. or *Clow Cor gl, �Finisb- floor elevations share are suggested liaise
to,1
poracion tloor''tlevations. �C1 ..., - G�. --�" �--�
Pipet shall N Dined with push-on
+, joints sswsist�a! Of • • )tell and or •• .,,,.,...,,.,.,, �� -
soekte areas !
p !ec end. All gaskets \ _ _ �'�-��tT-IC '?mil
440
�
shall be emetsvaees or aolded and cured -�-•------�.-�._..--_..._.,...... �,
CIV
in such a manner that any cross- }
section will w dense, homogenous *. .• ;..
and tree of any be fabricated from
. The
EIRA
gasket shall N fabricated from a ,r_� -
' ,#•'.high graft al•ssomsr compound muting
�.__ _
DRA
the requis'emeata of A•iI/AtTM F•477-76.
1 �r MWE
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I / srA p.�D (.s�J + �� g / / __` 1 .. QUEEN BURY N Y
CIV2 I / o /y 1 /2 GATE K�4LVE
40
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/ 1 - - i I / 8 C.c. .l•P.
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s`♦ \ I AL Otens Falls, Now York .
j J 8-C.[.R/•'f' 9'+0o 11�_ 1 I / 3S2
o, / I I I 1 \ VAN DU EN $� STEYE
\ / I 1 1 ( , \ l_ J SUR'/E ORS y
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\
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%��a♦\ l I �� - \ ` \ / Glems Falls, NeN York i
N
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DATE:: 8- 26"87
JOB °140:
—13��00
DRWIJ B : K � 1
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NOTE: PROVIDE 18"MNMUM VERTICAL SEPARATION BETWEEN WATER AND STORM SEWER PPE
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I Wvour fi21.IS L
g15 8+00 324 . 09- ` HILAND PARK CORP.
O+OOPC 345.75 I 3+00 337 .73 4+00 334 . 88 5+00 332 . 03 6+00 329 . 17 7+00 326 . 32 8+15 .93 323 . 9 i 9+00 323 .74 10+00 324 . 7 11+00 325 . 7 i 12+00 326 .7 13+00 327 . 7 14+00 329. 27 15+00 333 . 56
0+20 PT 345.71 1+00 343 . 43 2+00 340 . 58 QUEENSE�URY NY
0+25 345 . 57 1+25 342.72 2+25 339. 87 I 3+25 337. 02 4+25 334. 16 5+25 331 . 31 6+25 328 . 46 7+20PC 325.75 8+25 323 • 82 i 9+20 PT 323 . 9 10+25 324 . 95 11+25 325 . 95 1 12+25 326. 95 13+25 327 . 95 14+25 330 . 06 15+25 335 . 09 ;
1+50 342.01 2+50 339. 16 3+50 336. 3 4+50 333 . 45 5+50 330 . 6 6+50 327 .75 7+25 325. 61 8+50 323 • 67 9+25 323 . 95 10+50 325 . 2 11+50 326 . 2 12+50 327. 2 13+38PC 328 . 08 14+50 331 . 05 15+38 PT 335 . 96 % 1
0+50 344 . 86 1+75 341. 29 2+75 338. 44 3+75 335. 59 4+75 332.74 5+75 329 . 89 6+75 327 . 04 7+50 324 . 98 8+68.08 MIN 323. 64 9+50 324 . 2 10+75 325 . 45 11+75 326 . 45 12+75 327 . 45 13+50 328 . 22 14+75 332 . 21 15+50 336 . 79
0+75 344. 15
7+75 324. 47 8+75 323 • 65 9+75 324 . 45 13+75 328 . 65 15+75 338 . 51 63,
(:',ONSULTANTS:
the L& group, P-Q
Ila Lorom C=w
is u) ►rr a cee
Profile Master's Common South Sta. 0+00- 16+00
Scale: Horiz. 1"-50'
Vert. 1 -5
" MORSE: E. EERS �3=
- - _ Quaker V page `
Glens Falls, New York
OA-
V VAN DUSEN & STEVEB
��j v _ SURVEYORS
m. / ,, C B-1 1 yt-� 2�{�. 37 CI'»ati�r St.
tr- 31v.74 Glens Fab;, New York
INW I 312-,OZ
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16+00 340 . 23 17+00 347 . 12 18+00 353.83 19+00 357.78 0+00 323 . 9 1+00 321. 36 5+00 315" 05
16+25 341 . 95 .17+25 348 . 84 18+25 355. 14 19+07. 31 358 1 0+25 323 . 27 2+50 318. 5 3+16. 88 PT 315. 9 4+25 314 . 57
1+25 320.73 2+50 317.56 3+25 315.78 4+32. 31 MIN 314 .56 5+25 315 . 47
0+50 322.63 5+30 PT 315 . 57
16+50 343 . 68 1'7+50 350. 56 18+50 356. 2 0+75 322 1+50 320.1 2+66. 813PC 317 .13 3+30PC 315. 67 4+50 314 . 59 ,5+50 315 . 99 2z8' �
16+75 345 . 4 17♦70PC 351. 94 18+70 PT 356.88 1+75 319. 46 2+75 316.93 3+50 315 .28 4+75 314.75 18 t'UG @ .(nos
17+75 352.28 18+75 357.03 2+91. 88 316. 5 + 5+74.64 316. 5
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[J1ATE: 8-11g-87
o�,00 I+cb 3i'OO JOB NO: t1787
Profile Master's Common South Sta. 16+00- 19+07.31 Profile St. Andrews Circle Sta. 0+00-5+74.64
Scale: Horiz. 1"-50' Scale: Horiz. 1"-50' CIRW N BY:
Vert. 1"-5' Vert. 1"-5' Profile C.B.- 19 to Outfall REVISIONS: `3
__1L�=�`-� `
k, SHEET TITLE:
PROFILES
:),HEET NO.
V�4_
-
5
. .......,� cra
. o
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345
340
Ni ' K
z
335
/NV. 334,34
O 8
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330 !
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SD ° /NV. 3 9.00 �II
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315 �II�
%n
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v� //v✓. 3/4.50
O ^�y
J
310 -
z PREPARED FCR
i /NV 30 9,.00
I HILAND PARK CORP
j DUfENSBURN NY
I"ONSUL T ANT S
/,vLgr ! j •:e :.A :'� fi r
/NV Z9e,q�
j � I I I I II .rr •-r r f • "C"
295
I ! MORSE E*G*MEERS
I
Qut�I4{�r Vi�qe
Gl--m6 F Als Nf w Y cork
!
f I I VAN DU,SEN 8 STEVES
i
x i SURVEYORS
37 Chester St J.
Glen!, F ails. New York
0•00(.S) /-Polo(5) 2>Qo ls) 3°�(s) 4#0o Al 5-'a0(5) !,*Qo(s) 7.00(s) � e•a�(s) 9+00(s) /o•a�(s) wtoo(5) �2*00(s) �3.0!�(s) 14�000(s) /5#00 s
h
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1 I �
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327 _ _ ........,,...
i
DATE 8-26-"87
I
JOB 14110 TEA00
32Z - r ,
.�w, 3 ao DR W fti 8 Y KL_i`l
8 REVISIONS
/ V Mo.so
/N✓. 3/7
SHEE"! TfTLE
/NK 50 p�4�'�� �� c
P 1"10 ILE
3/2
0+35(SE) /+35(54) Z-P.3S(SE) 3r35(5E) 4+35(j;E) S+r-�S(5F-) A35(SE) /0.35(m) SHEF' NO
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Im FXT ■ NO
lap
A .'t _
'� FRLI.I'Co•GE
un
TREE PLANTING SHRUB PLANTING TYPICAL LOT LAYOUT
�-� NTH 3 ..�
fix"
x C.CN77E.4L/V E OF
PAVE S1n/.91LE 4- GP.A.TF- AA, PfW TOW►
' OF QUEENSdve`( SPfG►F14lTlOf.!'
- I;.�s ' GPJ►TE Z'- 1 fit" OIA. I ,� TU(CbC
SET FKAM E f N FULL T
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—
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• / -N �., PREPARED FOR:
CAONC, C
HILAND PARK CORP.
QUEENSBURY, NY
�MI1.4sr� INVERT--
_ >
v o MATEFJAI. 1 �. '-�u'� � -. c
CON..
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hartt�T'�4.4� I Q
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rt&A 4 F�c. %` p GONG. I LL
5lp . • jLOP� n , aea 3roae..cT Scrctvge SP,snCs.NY
Lam 44
cs�e�s+'-a:oo
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•4•1 o � 7�D�c ,� -b —T MOF,SE ENGINEERS }
°R OWL ',� svet r.4ol� •�+� s7ncM s,cwleC
Glen Quaker 11 age
Glen� Falls, New York
WATEe MAW
_ T
O �A1
VAN DUSEN & STEVES
SURVEYORS
TYPICAL ROAD CROSS SECTION CATCH BASIN FLARED END Glen hFa�sr New York
4 � 5 g —
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F .'A4xL INTC G9CL�I,'Nt7 E.4niVi=
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P�a�
OFN
EROSION CONTROL PIPE BEDDING ALTERNATIVE ROAD CROSS SECTION
►�T`✓ 8 NTH 4A N. 5. "
a K2 x 3' 1-I�veVo P -ST,*N4 E
I
cow C.Lo�4-� �A GR• ( 21'F.ft.� ^ )
5 U pAG O R �R A f l r I Ljtj2 (e'—O" (VA2!V7) ►11s1-I E17 C-{RA:t
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• I i lz4r I-AI' St.O('�i Z.I
VAIN VAKLOU� �►Jv! CtL6`� DATE: 8-26-87
I I JOB NO: 8787
,.. , GOM���7 �✓U1rX�l'�ZA�i '
IO DR N BY: �
n REVISIONS:
� I17
1 1(> 6
16722187
SHEET TITLE:
DETAILS
EROSION CONTROL DRAINAGE SWALE Cross-Section
9 10
uT�j NTH
SHEI=T NO:
L-7
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iq
G - -
,„ Size As Noted +� -
o TOPSOiL,CONE,GRAVEL MAXIMUM PAYMENT LIMIT '
i N 3 6
` i f �' ASPHALT. ( SEE HIGHWAY PAVEME VT- 9' ITEM NO. 8.4 T Cs '' -""
,4, APPROPRIATE DETAIL) HIGHWAY SUBBAS=- ITEM NO. 9.4 \ �'
j
•� = - �' JAL__7C`� _i
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E
ALL ITEMS DISTURBED TO BE RES•iORED TO FULL LIMIT OF DISTURBANCE ( 44ANI , ARY ,"'�
" r
Bockfil! As Per Details -- '' • s ,, BACKFILL . • . . - .
a ,,' •: t:;,b�; SUITABLE \ a l�n --� - -- - �^'
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FAs Re 'D) _1 '�•� ., -`r.j _ U O °o': u. p :o- a A WATERTIGHT TYPICAL PICK H `� 1
( q �•p • ., , h.t , ,\ 4 :b • . o � TYPIC L F OLE DETAIL �� I
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s •,� • b MAXIMUM PAYMENT 'qj, O(� „
MAXIMUM PAYMENT •e • •• • •�`' LINE v` ° ' MANHOLE FRAME DETAIL MANHOLE h ""'�"°
LINE 'e . " b. �° D U . �' 0, P E L e 15396 NEENAH O/E CC7VERS ,�✓ 1
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. �1. r;'� . t ";. tvT LIMiT.OF PIP r
,. 'Z.,_ •': z \ Q :NQMttIAL D.IA .2FT: . Q '
P / I k
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A ETER OF 4
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E AS
rtl_IN- b IRON PIPE (SIZ , , •'•'
d :-:°:''• * r i.�S. i..., U ALL TRENCHING SHALL MEET • . -
-Ifi+ ;A;�'j , ON PLAN.) �`j. < p ~�-- � - EXISTING GROUND LiNE
` 117- :p:p• r v ^•• • ® O.S.H.A. REQUIREMENTS _ 0 _
.~ U o • l I llll=1 I-111=1 1 I ZT ZIIr�Tl' Ut _:ttl I; n I 4
-_r A. _ .. .. .
\• 0. / BACKFILL WiTH EXCAVATED It,-11 T
,," o d, l2 RIAL UNLESS SELECTED
.O MATE NUARD MANHOLE MATCH PAVEMENT t,HADE .,,,;>x ,::
- R IAL
,.
yl ATE
ARM
_Ili SELECT GRANUL - .0 - 0 -
�,� = E o
FI EO
MATERIAL IS ORDERED ME AND COVER i ° ANU SLOPE A.O.B.E.
!'I!-1 ! MODI
9 0 - �,1 D TO � -. '
CTE F T O PA � T H M W >,
Dlo. Pipe As Mechanical Joint Anchoring t`,oupllnq COM _
_ BY ENGINEER e ADJt1ST Tf� ,RADE WI MINIMU O 4
OCTOR. NO. t a 2 s ARGE OR CONE '#
0 ted if PR SEE NOTE COURSES OF BRICK AND P
N E PIP
#'• 1 - 6 01 AMETER OF -
t \. �.•.' p s EXTENSIONS <'1."
Y„ . .v - a O
r
�' Square Concrete Blocking _ �.. /� � g
• O %�i
'Q :. .! o '°' PRECAST REINFORCED CONCRETE MANHOLE
O . .. � ,
-� w
ECCENTRIC CONE SECTION: 3.5 FT. LONG "
.. . O. _a'
_ -I
b' - 0.
TYPICAL TRENCH DETAIL. a a .` 0 4 AREA OF CICUMFERENTIAL REINFORCING � .
12 VALVE •�'.6 "A= O O • 6. �:• . •-. VPICAL o Q 48's0.12 IN.'/LIN.FT. '_r,a?, z'.
W
z 1'MIN. n;
F, p o:. :'.•.o :4.;• . •:o,''•';::: 1ANHOLE STEP ..
r• Not To Scale _ 60'=O.iT IN.LILIN. FT. (78 1 �,
o: o•: ITEM 7.2 CUSHION SAND EE DETAIL
N P O-. :"
WATER LINE d BEDDING INCLUDED IN BID PRICE
z Q. -::, r
0 OF PIPE O D r ALL PRECAST LIFT HOLES AI
w .
Not To Scak o O.D.i2
1 CRUSHED STONE N.Y.S.D.O.T. BARREL JOINTS TO BE MORT,
,11 m NO MECHANICAL TAMPING IN BEDD NG
ZONE 1 SIZE DE SIGVATION •1 3 t2 MIXED WITH WATER RESISTANT GRG
..Y 2 ITEM NO. 7.3
I4
y UNDISTURBED EARTH OR ROCK ADDITIONAL FOUNDATION GEOTEXTI.E FILTER FABRIC -
. v
A.O.B.E.
SEE NOTE NO.3 e
r tt' �3- a=iiilritp
'�- MAN OLETRtSER 3ECTIONONC
4- .
t',2'.3',4'.OR LONGER AS REO
4811 4 a ,
P §
Y - W E�
IYpC3l.LED-C D�T�11 F0�G�.. a 60" as -•� z• iAx.
F," N 781, 7-1/
p N07 TO SCALE
7-1/2' ,"
v D,;,.o - I
o '� f 6
i I =_•.!` I,-ply - I _ I N 0. " -�wM111M x
y •'. 1, ,
•- PREPAR�L� FAR.
APPROX. PROPERTY LINE `
CARRY TO FIRM GROUND - le
r OR EASEMENT ROW n t 1 SPIGOT AND BELL
y
HtLAND (PARK CORP: , �:
k, APPROX. PROPERTY LINE -
OR EASEMENT ROW SECTION A-A SECTION B-B { REINFQRCEMENT ram:
+E-CAST REINFORCED
I CONCRETE AND ROUND
I OUEE'NSBUIY, NX
, : .
INCRETE MANHOLE
ROUND LINE MCRET BASE SECTION: .y
RUaSEA GASKET JOINT
IN ACCORDANCE WITH - 11 i
NGTH AS REQUIRED �. A.S-T.M. $PEC. C-361 OAR
.I-Z
.6 w ,3
4 I 1" aUTYL ROPE GASKET
2X4 LOCATION MARKER
IL :
�
,� ,
11
V
�1 ` .
2X4 LOCATION MARKER B ONSUL,I�ANTS: `
A A B FOR INVERT PLACEMENT. FOR FLEXIBLE WATERTIGHT
CAP OR PLUG z ( CHANNEL AND BENCHING CONNECTION SEE DETAIL k
., .
INCLUDED IN PRICE THRU MANHOLES SEE DETAIL FOR JOINT DETAILS AT MANHO
s .
" FOR ITEM 3.8 8" DIA.SERVICE PIPE SEE NOTE NO. t & 2 i
SEE DE ...
-- I
I -- the ' p�
n 1 I \ - -...r ( i :.aaCiCGL'f J1ri"-uf ems- .i
.. i I - 6 I creep, , Ai0imoe111Ft -
- r L BEND AS REO'D
A / r •ASE A f ACEIItaENT I t
,�•. 0 0 b i
O.
P�`' , c' v Dt I4` bAME AS'FOR Ak/FIIHOLE WALI r r
KK
L,
A INCLUDEDIN PRICE FOR ITEM 3.8 �_
.....I.I I I I I 4%o1FrP11111�4,1l 1����FhF A�$S!"I3�,1,i-A_I.�lw1.,W0,":S.-_�`,�_I1 i,i.1 I�r,fF-"*,1��-�,,1-1I-1r""!V_1-";Ie4�%1_�"�F,�I1�1I,��,j'��1--_1`',.�!p,r I11,�""��_;1 1 I,!l",1 1-1'�1-,_-
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,_�,1,'�-I.1I:I 1I,.1-,X..1,I
1
I11--,,_C--r,ZI_-_-4
4" .. _ f
;..:�-; POUR AGMNST UNDISTURBED EARTH � °° y,
.1 c,,,.,,.1,:'1'"1'I1�,-.I I�',.I,.I.'I.1..1,k_11_-,r,,.�-I I,_.-""I*..�,.I�7-,,1I,I7'"1.;I'1,�,,I1.',�,,""I,1.",,�
1 h v� �. . .-__ --. -�'I __=_- -_Z/-z/--_ �:(0r_n�-_ I,:F0 SE 7__GTl
_RE_-RA_-N'_LAIL1<_0:1SI I 7 A,\ND��:! -D, E511 TPA�-1O-/L_.I d,%-8t,S,A�'1I a-)S:I_....IH-I II`A I=-.L=._.=l=,=,,-M.I.=A a t a Lj0 0.::i-a l--I_CI-._ZA3--D./1
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ba F .; '' ° ,X ,« t e^
4 _ • . ADAPTOR FITTINGS AS REO'D•
�'` 1 mo'l� ;`_,'•u l-(.
= „ • ..._ �c�f` s 4 4 q�A 6► j 13"MINIMUM CiflU tiF STONE ? • � `=<: '" V,_ .- SADDLE OR WVE PLAN .`•. -•. V p�N.Y .Q.O.T. $tZt DIWIP 1ATiU f
- P
s -•,::� -� ;� is p.; .+_ fi' A 4 .9 $ T i 1
IEDDING PER TYPICAL f :.-..
''- -• :• RIZONT BENDS TEES _ � t„ er
OLYETHYLENE p 0 I C� o �4, b� MATERIAL QE818NAT#ON 43` I f t sl - No. Y '' a
���� rrW BEET A O B E V • V V
TRENCH DETAIL its _
' 11 SLOPE t/8" /FT. MIN. - + ° + • o •4 d - _ - a p A ( 4 t s
` c
, . S e>NL,q 1.r,. FT IRltl_IiI- -ul- t = I_ I �ni_ru�/r+_I = rc, ► rl�Ir N rr=//t3'1111 i # .,
THRUST BLOCK DETAILS t y i li'A, - -
I I II -i l I
P` - v ` r i `_::
)
6 I -
- :o _ ,. . NOt to SCate S NDISTURBEO EARTH VAN DU;iEN <atTa� ~
Irf �•.
- `.`l:, , '' p ,; NOTE : Provide 6 sq.ft. Thrust Block area for al Tees.Bonds and Plugs. -r , �',. �IlIC Jt3t,M41N10�t > eltr�a w lufnatvwco b.
.r - (�VP i�, v b�P D�R� - -�111�1/I--III • lire III S,(�J (�- er ran .*III IE* D.so m1F`.MT. S U•R V E���s, `% z.
" °t'rp� • ''v6 cp,�pk.; '�q_ut=III ri- FU FLOW CHANNEL TO BE TYPICAL MANHOLE INSTALLATION DETAII
37 Chesser St.
+� wv�r �� pp_pi rr><o FU FORMED FOR INSTALLATION GNBnS F�11$, New York.• •-
r#� 111 - ► , e r o r 6" DIA. SERVICE
ti GEOTEXTILE FILTER FABRIC << ` PIPE / OF PLUG INTO PIPE . x :v
SEE NOTE NO.3 - c -J c .`
.`
SANITARY SEWER MAIN I + ii
- L a
'i
,
i -may,
TYPICAL D T I F W
I
M"A:
` R RVI ACE PL G
E A L OR SF E SE ONNECTION C SS U
S k
CE C V . i I
ri
NOT TO SCALE FINISH GRADE . `; '
i
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r
''-'rl'i"= P A INV T CHANNEL AND BENCH DETAIL a ' '
WAT A 1,._,'
Y i C Li W Y
f: (PLAN VIEW) �:
TOP CASTING _ -- =�J/
z - RIP RAP ►
SERVICE BOX PRE CAST REINFORCED
CONCRETE MANHOLE r
. WELL-GRADED GRANULAR BEDDING SANITARY LINE I
M EAN W H A HA F PIPE C ANNEL TER
CURB STOP L w
t �:
2' MIN.
_ _---- -j ELEVATION W
1
WATER LINE
WATER LINE -
I
O � w
t I _ O
WATER LiNE
z A 2
-- , .v- ,F -. _- a
z
GREA t THAN 2'-0` tv, L - 2 <(
c0 SEE MANHOLE � I 2
7
45"BENDS of T A I _ ..00i II ;,
• . , .{ - - � - - - -- SE ARFA TO BE FILLED O.'- :-0 •n
I
a• (TYPICAL) RA
//I 6, To: e. �i
o .� IA` WITH 2500 PSI.
" c• W F POP a HALF P PEETO PROVIDEcJ 'd- . O A. ' . .
jA Ic tinr CONCRETE ENVELOPE 1 DUCTILE IRON PIPE
5'-O" MIN# 5'-O" MIN.* 3000* CONCRETE I
POSITIVE FLOW MIN. 1p� BETWEEN MANHOLES r
MIN.
'gSEE PLAN CURB STOP WITH BOX : L--. A ,� ": ,
SECTION A- A
Not to Scale -
NOTE: RiP RAP TO BE PLACED ti
THROUGHOUT ENTIRE TRENCH WIDTH ..
I
SANITARY LINE B�•-1 WRTER LINE OFFSET TYPICAL INV CHANNEL AND BENCH DETAIL PROFILE
30004 CONCRETE FROM ORIGINAL INVERT (ELEVATION)
f
A
A
- - III'
o a _ IS . :o C;.o o 'r.. Now Hydrant Asssllrlrlr
o : . o:-
k' __ p _ _ _- Per Town of Queensbury Water Department
Stondords 8 Per
M �: • `U. I .•1% f
. .P.• o ..
O ^ , o.
_,. -
q. . G' 'I Y
„ Existing or Final Grade i
WATER LEVEL •..........
6 Min RIP RAP 6" MIN. DIMENSION i�� ,
W
.--.*4 tA;-,-,-,':.:-----�;:'._'_II_--I4 1 1 F1 c[C_O_NC R-ET AND I-IIL L-tI�I_ /. 1 N.
450 BENDS Valve Box - Cr EXISTING STREAM BOTTOM
B - a (TYPICAL) FLOW
5-0 MIN. - 5 -0 MIN. Hydrant Drip - -
, ��
=C= f f I
SEE PLAN PLAN - /rl l fJ -, = 6 : ,j�
io > t G _ `,6
" o in See Plans D '
6 t *Ive I Water Ma --
-lock Poured Ga s ( ,
C ncrete Thrust B o 0
o
ck in _ For Location _ d - '� 12' MiN. I
10 -0 MIN. 10 -0 MIN. Against Undisturbed Earth. B o c )
Crushed Stone INSIDE FACE --'' - V . .d.' - • r
To Have Some Bearing Area As E - - a
5'-0"MIN 5'-0" MINI For 8" Dia. Plug. Provide Opening '� ,, , , _ �.;.,y q OF MAN''HOLE --
For hyd. Drip. ..�- c Jed p A :A - -ll
I - D.
. O
- ate.:_�., .•+• �; ° r _ _. ' A. a+ i
•:�. _ ND CLASS A • _ O_ _
=:'r '% '- s ' NEOPRENE BOOT ASSEMBLY SEGO
__ _ IN CORED HOLE CONCRETE ' /�" •D'. A. •d
/ r _ '
9 Fittin s -.v:.:v O ' - ,.
Iir g Undisturbed Earth
(As Req'd.) ALLOY KOR'BAND ;�.fib. STAINLESS STEEL CLAMP -IF ,P G • . ' -. :� P. ; _ 12 MIN. .
G. �� Lt -BOOT -•`_ I INLET OR OUTLET PPE �� /I
6 Dia. Ductile Concrete Blocking 1 �� a
'b' _d LATE: $'t► h
WELL-GRADED c ran Pips '
c P '' IM10.IECT 2" INTO I J j -�
GRANULAR BEDDING _ _
\ ATER LINE EAT SPRINaL41tE 1 _ _
3000•�t CONCRETE 3'_0" `"w Mechanical Joint Mechanical Joint .II�B N(�: �'^ 3
INVERT I 12" MIN_ O.D. 12 MIN.
SANITARY LINE
Anchoring Coupling Anchoring Coupling
I ------. ..
o RwN 8Y: ILH
SB " MIN. a . ,e I ...r..,,_
SECTION B- B
PAYMENT WIDTH
R EvrslONsll:
Concrete BlOckilg FLEXIBLE JOINT OR COUPLING
4 r°':.•D.io PER TABLE ----•----��- d §x
PR CAST MANHOLE
t, , SANITARY / WATER LINES CROSSING TYPICAL HYDR
ANT INSTALLATION stRTio» A 5F1TION A-A
•_..,.l...r.......-,II :
NOT TO SCALE Not To Scale slat=_ TABLE TR •..•-.)..... .,.i y
S EAM GROSS NG DETAIL
NOTE I PRESSURE-TEST ALL JOINTS BEFORE ENCASING NEOPRENE BOOT ASSEMBLY S1yEET Tt`fl_E:
IN CONCRETE. R NO SCALE NO SCALE ,,.
ry •'�' a
NOTES, t �,,. h
p, : W
T I. HA EII REFERRED TI AS pUEENSBUr?Y G CATIONS FUR "CENTRAL OUEENSBl�R�_QUAKER ROAD SFRIIER OfSTRICT i ��� ,r2
r_
SOOT ASSEMBLY FOR INLET OF MANHOLE STA.31f45.6S AND SHALL BE TESTED FOR HBILTRATI�1lEXflLTRATiDN IN '+.+....,..�.... +�
\__ T OF MANHOLE STA. 22t00 AND PROVIDE 16-DIAMETER HOLE 2. SEWER CONSTRUCTED UNDER THIS CONTRACT, ! DING MANHOLES, .....I ",'a ,
` EXD. BRiCX-UP THESE MOLES SOL10 PRIOR TO BACKFtLLiNG, ACCORDANCE WITH SAID OtEENS81lRY SPEClF AND SHALL MEET THE UAtiTS SAE3CiE0 TOEREgI. �^ `�yl� a
3 pine eua r DV.G SOtR-3'.j. LATEST A TT.M. "��
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