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SECTION
SEDIMENT CONTROL FENCE DETAIL
NTS
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STANDARD SPECIFICATIONS FOR SILT FENCE
DEFINITION
A TEMPORARY BARRIER OF GEOTEX77LE FABRIC INSTALLED ON THE CONTOUR ACROSS A
SLOPE TO INTERCEPT SEDIMENT LADEN RUNOFF FROM SMALL DRAINAGE AREAS OF
DISTURBED SOILS.
PURPOSE
TO REDUCE RUNOFF VELOCITY & TO EFFECT DEPOSITION OF TRANSPORTED SEDIMENT
LOAD.
APPLI CA TION
- MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO THE FENCE PLACED
ON A SLOPE
1:2 SLOPE (507) 25 FT
1:3 SLOPE (33 1') 50 FT
1:4 SLOPE (25 7) 75 FT
1:5 SLOPE OR LESS 100 FT
- MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW SHALL NOT EXCEED 114 ACRE PER
100 FEET OF FENCE WITH MAXIMUM PONDING DEPTH OF 1.5 FEET.
- EROSION WILL OCCUR AS SHEET EROSION.
- CONCENTRATED WATER FLOW SHALL NOT BE DIRECTED TO FENCE.
DESIGN CRITERIA
- ALL SILT FENCES SHALL BE PLACED AS CLOSE TO THE DISTURBED AREAS AS
POSSIBLE, WITH A MINIMUM OF 10 FEET FROM THE TOE OF A SLOPE. THE AREA
BEYOND THE FENCE MUST BE UNDISTURBED OR STABILIZED.
- SENSITIVE AREAS TO BE PROTECTED BY SILT FENCE MAYBE NEED TO BE REINFORCED
BY USING HEAVY WIRE FENCING FOR ADDED SUPPORT.
- WHERE THE ENDS OF THE SILT FENCE COME TOGETHER, THE TWO ENDS SHALL BE
OVERLAPPED, ROLLED TOGETHER AND STAPLED TO PREVENT SEDIMENT BYPASS AT
THESE CONNECTIONS.
FABRIC MATERIAL CRITERIA
GRAB TENSILE STRENGTH 90 LBS ASTM D1682
ELONGATION AT FAILURE 507 ASTM D1682
CONSTRUCTION SPECIFICATIONS
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES
OR STAPLES. POST SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD.
2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES
SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 6"
MAX. MESH OPENING.
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE
OVER- LAPPED BY 6- INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER
X, MIRAFI 10OX, STABILINKA T140N OR APPROVED EQUIVALENT.
4. PREFABRICATED UNITS SHALL BE GEOFAB, ENWROFENCE OR APPROVED EQUIVALENT.
5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN
"BULGES" DEVELOP IN THE SILT FENCE.
GRAVEL SURFACE,
NYSDOT SECTION 304 TYPE 2 OR 4
COMPACTED TO 957 STD. PROCTOR
SUBGRADE COMPACTED TO
90% STANDARD PROCTOR VAM
GRAVEL SURFACED YARD AREA DETAIL
NTS
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0 0 O 0 (D o�p° O NO A SINGLE COURSE OF
° O O 3" BINDER ASPHALT IS ACCEPTABLE,
OWNER TO MAKE FINAL DECISION
GRANULAR SUBBASE COURSE
SUBGRADE COMPACTED TO NYSDOI SECTION 304 TYPE 2 OR 4
90% STANDARD PROCTOR COMPACTED TO 957 STD. PROCTOR
ASPHALT PAVEMENT DETAIL
NTS
INSTALL CONTINUOUS FILTER FABRIC DROP
INLET PROTECTION CONTINUOUS AROUND
INLET UNTIL SITE IS STABILIZED
1' MINIMUM BURIAL DEPTH
2' MAX. ABOVE GRADE EXPOSURE
2' -6"
CAST IRON FRAME
AND INLET GRATE
6 °T_
CATCH BASIN DETAIL
NTS
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• Cali Before You Dig
• Wait The Required Time
EI Confirm Utility Response
p Respect The Marks
Ll Dig With Care
800.962.7962
www.dlgsafefynewyork.com
GROUT IN PLACE
TRAFFIC COVER
PRECAST CONCRETE SECTIONS
PIPE SIZE AND INVERT
ELEVATION VARIES, SEE PLAN
INSTALL LINE SIZE TEE
BAFFLE INSIDE CATCH
BASIN ON OUTLET
KNUCKLED SELVAGE
8 ON CENTER TYP.
POST CAP TOP RAIL
FWIRE TIES ® 24" oc
CORNER POST C
6 GAGE
STRECHER BAR VINYL CLAD W VINYL CHAIN
L
Iq
INK FABRIC PRIVACY LATTICE
= CENTER RAIL
io
CONTINUOUS
LINE POST
WIRE TIES @ 14 "0
TROWEL FINISH
SLOPE TO DRAIN
BOTTOM RAIL �.
I l l s LINE POST
r` KNUCKLED SELVAGE
o FLUSH TO WARNING TRACK MATERIAL ;':`,•
• t . CORNER POSTS a
CONCRETE FOOTING 18" DIA
3000 PSI
THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL CHAIN LINK FENCE
SYSTEMS INCLUDING GATES.
ALL HARDWARE, POSTS, RAILS, FASTENERS, ETC SHALL BE CLAD.
SCREENING /SECURITY FENCE DETAIL
NTS
GRAVEL STORAGE YARD
FILTER FABRIC MIRAFI
140N OR EQUAL
20'x125' STONE FILLED
INFILTRATION BED WITH
314 " -2" WASHED
CRUSHED STONE
NATIVE SOILS
(2) 12" PEFORATED HOPE
LATERALS, INV. 372.25
5' 7r 10' PIPE SPACING 5'
TROWEL FINISH
SLOPE TO DRAIN
LINE POSTS
CONCRETE FOOTING
12" DIA.
3000 PSI
TAX MAP # 309.17 -1 -17.2
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED
PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
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SCALE:
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POLE BARN SIDE ELEVATION
SCALE: 1 /8 " =1 ' -0"
STORAGE /GARAGE BUILDING FRONT ELEVATION
SCALE: 118 " =1' -0"
POLE BARN FRONT ELEVATION
SCALE: 118 " =1' -0"
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED
PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
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MAP REFERENCES:
1 ' A MAP OF A TOPOGRAPHIC SURVEY MADE FOR m
TRANSrG WILLIAM THREW �'�1 �j �„1
� BUILDING ❑ rrtaNSForz�eR E Q'
BUILD N 81°01 59 1.
DATED:DECEMBER 9, 2004
LAST REVISED:DULY 16, 2013
0
REVISED TAX PARCEL 309.17-1-17.2 a'd. 81°01 159° E TAX PARCEL 309.17-1-15.1 BY. VAN DUSEN& STEVES
1 408453.2 S/y• Feet
J
., `7 GF5 METER GATE...... - GAZEBO
__-.-- 10 ,02 -- - MAP OF A JOSEPH GROSSDE FOR
c 9.38 Acres _____._ ° LANDS N/F OF _..._ __... .__ _....--- ' _ n
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DATED: MAY 5, 2009 v 1 0
7.78 ACRES o 1 0 REVISED: M
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LAST R MAY 18, 20Q9 � � 8p
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UILDING DEED REFERENCES:
REtE
1 � o
TAX PARCELS 309.17-1-12& 13
ROSEMARY M. THREW
►Lo BUILDING
TO
� WILLIAM E THREW
o
CRUSHED STONE SU�AGE Z _ .- ._. E . 71.0 ROSEMARY M. THREW °
WOODED 9gRV r
DATED:FEBRUARY 14, 1996 g, o�EG 94 3. BOOK 970 PAGE 1
1 lf1'. r m ¢ OrtfN yi�>SaK vt
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TAX PARCEL:309.17-1-17.2 a 4 0 0
1 327,39'
JOSEPH P. GROSS m°
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1°Oa 01 '33- W 27 S1LVERTCOIRCLE LLC o o o �g
1 STRUCTION _ 2, S 8 DATED: MARCH 4, 2013 G u Y o
No�g3i;n :--Fu
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TAX PARCEL:309.97-1-13 � �� co
191,388. 17 SQ. FT. w
4.39 ACRES
LEGEND: Co
p0 =FIRE HYDRANT
GB° ❑O = CATCH BASIN Dates August 7, 2013
� h�
WOODED =METAL FENCE LINE
= WOOD FENCE LINE Scale 11-50,
=EDGE OF WOODS
$387.G = SPOT ELEVATIONS
VERTICAL DATUM: NAVD88 S— 1
a
CONTOUR INTERVAL = 9 FOOT
SHEET 1 OF 1
D1852
DWG. NO. 89088-Lot B
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SITE SOILS DATA SITE DEVELOPMENT DATA SITE DEVELOPMENT DATA
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TEST PITS 27 SILVER CIRCLE, LLC PARCEL 309.17-1-17.2 399 BIG BAY RD, LLC PARCEL 309.17-1-15.2
,a l'o
1216105 BY T. HUTCHINS, RE
it li g
TP
r d I
(AFTER BOUNDARY LINE ADJUSTMENT)
(AFTER BOUNDARY LINE ADJUSTMENT)
VERTICAL DATUM: NAVD88
77", BENCHMARK -6" LIGHT BROWN MEDIUM SAND
J jnk
it
�1 ft 1, "'1 0
Yard CONTOUR INTERVAL I FOOT
'14 i. li L , 1�i� NUT AT POINTING ARROW 6-96" LIGHT BROWN COARSE SAND
rm, 'VV PROPOSED LOT AREA: 9.38-AC 408,455 SF PROPOSED LOT AR84: 1.56-AC 168,136 SF
t it
ELEV. 382.33 NO MOTTLING OBSERVED, NO GROUNDWATER OBSERVED
'C
-7
_.1;R
TP-4 212112 BY T. HUTCHINS, RE EXISTING IMPERVIOUS PROPOSED ADDITION TO PROPOSED TOTAL
EXISTING IMPERVIOUS PROPOSED ADDITION TO PROPOSED TOTAL
t4
0-168" BROWN MEDIUM & COARSE SAND AREAS IMPERVIOUS AREAS IMPERVIOUSAREAS AREAS IMPERVIOUSAREAS IMPERVIOUS AREAS
NO MOTTLING OBSERVED, NO GROUNDWATER OBSERVED
it -P,IV 9 OFFICE BUILDING 4645 SF 800 SF 5445 SF BUILDINGS
11 TP-11 10114113 BY T. HUTCHINS, P.E. 13,285 SF 13,285 SF
it
'i B
;77!; CIP'CLE
-4" TOPSOIL
ani 0
------- ----- 46,135 SF 42,800 SF 88,935 SF ASPHALT, GRAVEL&
40,680 SF (3255 SF) 37,425 SF
it ... WAREHOUSE BUILDINGS
r f CB 4-36" MEDIUM BROWN MEDIUM SAND
CONCRETE SURFACES
...... .....
36-96" BROWN COARSE SAND
it I LV Ept
SF 205 SF
S 81.0,0-00"E.'. .00 ...... ........... 96-120" FINE GRAY SAND & SILT
SHED 205
N
V 120-156"' GRAY & BROWN VERY COARSE SAND
30U 0Z ASPHALT, GRAVEL& 53,965 SF 55
\J J"!
NO MOTTLING OBSERVED, NO GROUNDWATER OBSERVED
216,290 SF (42,800 SF) 173,490 SF TOTAL IMPERVIOUS
C—D"I", CONCRETE SURFACES
C 1"' �"�'li% '. - 00
�R" ......
..... .. PERCOLATION TEST
PERCENT IMPERVIOUS 79.2% (4.801o) 74.4%
...........
'K
1216105 BY T. HUTCHINS, RE
...... ...... Ito R&P QUAKER I REALTY, LLC
.......... ........ Ows"I
LANDS NIF OF
.... .. ...
...... ..-... DEPTH 24' 268,075 SF
on .... ...
40671158 TOTAL IMPERVIOUS 267,275 SF 800 SF
50��... 1A 5 GALPRESOAK
...........
....... ...... 2 71MED RUNS PERFORMED PERME4B1LrTY 20.8% 25.6%
'*Qi�...... .. ........... I
-2,41 ........ ......... ...I... .-�.� U) PERCENT IMPERVIOUS 65.4% 0.2% 65.6%
V . ...... ........... ... ..... ..11'..
_r.1. I I I-I.. PERCOLA TION RA TE OBSER VED: 11 SECONDS PER INCH
A
.. ..... ....
9� ......... .....
B
........ INFILTRATION TESTS
""K 'A�
/n," 'F:V ......
P CE ........ IT-1 212112 BY T. HUTCHINS, RE
PERFORMED IN BASE OF TP-2 PERMEABILITY 34.6% 34.4%
................
'�J ........
lc�
STABILIZED INFILTRATION RATE OBSERVED:
375 INCHES PER HOUR
(21-INCHES IN 3 MINUTES, 20 SECONDS) WASTEWATER SYSTEM DESIGN SYSTEM INSTALLATION NOTES AMENDED SOILS NOTES
-FEET FROM THE
0 IT-2 212112 BY T. HUTCHINS, P.E. NEW STORAGE BUILDING 1 BATHROOM & SINK CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAMNG AND IN ACCORDANCE KITH REMOVE ALL SOIL BOUNDED BY 2
----------- OFFICE
WATER SAWNG FIXTURES THE N.Y.S. DEPARTMENT OF HEALTH INDIODUAL HOUSEHOLD SYSTEMS AND ASTM PROPOSED ABSORPTION TRENCHES (1,E HORIZONTALLY AND
> PERFORMED IN BASE OF TP-3
LOCATION MAP UILDING
13 F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEP77C
STABILIZED INFILTRA77ON RATE OBSERVED: (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) VERTICALLY) AND BLEND KITH SANDY, SILTY LOAM
WOODED > 145 INCHES PER HOUR SYSTEM DESIGN FLOW - 150 GPD TANK LEACH FIELDS. MA TERIAL. REPLACE MATERIAL IN 6 INCH LIFTS WTH
ni SEPTIC TANK - 1000 GAL MECHANICAL COMPACTION TO THE APPROXIMATE DENSITY OF
(23-INCHES IN 9 MINUTES, 30 SECONDS)
0 B
- STANDARD ABSORPTION TRENCH THE WALLS -S1 TE SOIL. THE BLENDED SOIL IN-PLACE
ZONING REQUIREMENTS GENERAL PROJECT NARRATIVE t5 0. WOODED LEACH FIELD AFTER EXCAVATION OF 2' WIDE TRENCH TO THE DEPTHS REQUIRED, THE ON
7 5�On� SYSTEM IN AMENDED SOILS PERCOLATION RATE MUST BE 2-5 MINUTE PER INCH, AND
...... AND FLOOR OF EACH TRENCH SHALL BE CLEANED AND RAKED IN ORDER TO
ZONE-CLI(COMMERCIAL LIGHT INDUSTRIAL) THIS PROJECT AMENDS SITE PLAN 62-2013, DATED SEPTEMBER 9,
DENSITY- 1-ACRE PER PRINCIPAL USEISTRUCTURE 2013, APPROVED BY THE TOWN OF QUEENSBURY PLANNING ... ELECTPJC DESIGN PERCOLATION RATE= 1-5 MINIIN LOOSEN SMEARED SECTIONS OF TRENCH. PERCOLATION TESTS MUST BE CONDUCTED BY THE DESIGN
LANDS NIF OF
GENEPAI 0
DAVID COOK APPLICA77ON RATE= 1.2 GPDISF ENGINEER PRIOR TO TRENCH CONSTRUCTION.
FRONT SETBACK-50' BOARD ON NOVEMBER 19, 2013, WHICH HAS BEEN 6941969 ABSORPTION TRENCH AREA REQUIRED: 125 SF PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL BE
sHOP so
SIDE SETBACKS-30' SUBSTANTIALLY COMPLETED&STABILIZED. 2' WDE TRENCH LENGTH REQUIRED 63 LF AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE
....... CONSTRUCT CONVENDONAL ABSORPTION TRENCHES IN THE
I::�:* .: wo Was
WAReHOUSE G ELECTRIC USE 2 TRENCHES AT 40' LONG (80 LF) GRAINED SOILS AND WASTE MATERIAL IN THE STONE AND PIPE. BLENDED SOIL. IF AMENDED SOILS PERCOLATION RATE IS
REAR SETBACK-30' SPECIFICALLY, A BOUNDARY LINE ADJUSTMENT IS PROPOSED BUIL[)IN TRAN5ffOPMER E -5 MIN. PER INCH, INSTALLER SHALL COMPLETELY
NOT 2
LOT WIDTH-200' BETWEEN PARCELS 309.17-1-1Z2 & 15.2 TO ALLOW THE N T THE GRADES INDICATED, MAINTAINING STRAIGHT REMOVE ALL AMENDED SOIL AND RE-BLEND AND REPLACE.
TAX PARCEL 309.17-1-17.2 POTABLE WATER SUPPLY TO BE QUEENSBURY TOWN WATER
62.6
ROAD FRONTAGE- 100' COMPLIANT CONSTRUCTION A NEW 85-FF X 135-FT BUILDING CONTINUOUS GRADES KITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER
MAXIMUM BUILDING HEIGHT 60' UPON THE REVISED PARCEL 1Z2. ALSO AN ADDITIONAL 80-FT x am-No UNSUITABLE CONDITIONS. PIPE SHALL BE LAID KITH HOLES DOWN IN ALL CASES. REPLACEMENT GRANULAR SOIL WITH A PERCOLATION RATE
EXISTING AREA REVISED AREA [)E SE rBAC�� GAZEBO
MINIMUM PERCENT PERMEABLE-30% 200-FT BUILDING IS PROPOSED TO BE CONSTRUCTED ADJACENT -5 MINUTES PER INCH RANGE MAY BE USED TO FILL
3 OF 2
THE EXCAVATION IN PLACE OF BLENDED SOIL. ALL OTHER
PERCENT LANDSCAPED 15% TO THE PREVIOUSLY APPROVED 80-FT x 200-FT BUILDING OVER 388,697 SQ. FT. 408,455 SQ. FT ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE
8.92 ACRES 9.38ACRES ....... AREA OF B.L.A. LANDS NIF OF RUNOFF AWAY FROM THE DISPOSAL FIELD. CONDITIONS NOTED ABOVE SHALL BE MET.
0.45 acres
THE REAR PORTIONS OF PARCEL 1 Z2 31.8
Ll 399 BIG BAY LLC
PLANTING NOTES THE PROJECT SITE PRESENTLY HAS COVERAGE UNDER THE SPOES ...... SIDE SET13ACK DO NOT USE HEAVY EQUIPMENT KITHIN THE ABSORPTION AREA AFTER PIPING HAS
.......... ......
30 47101188 �SPPIALT PARKING
...... 0 BEEN INSTALLED.
1. PROTECT EXISTING TREES INDICATED TO REMAIN FROM GENERAL PERMIT FOR STORMINATER DISCHARGES FROM
PROP. Ll LO
SKINNING AND FILLING AROUND BASE. CONSTRUCTION ACTTVTT)� GP-0-10-001, WITH PERMIT LD, NYR SECURrTY FENCE Ll ..... ...... ......... ........ ....... C\1
TAX PARCEL 309.17-1-15.2 It
............
....... .........
........ EXIST AREA REVISED AREA
Ll
2, LIMITS OF CLEARING CONS77TUTE A NO-CUT BUFFER, .........
10Y230. ....... ......... .................... 2.02 acres 1.57 acres
ORANGE CONSTRUCTION FENCING SHALL BE INSTALLED ....... ....... ................. AMENDED SOILS WITH IN-PLACE 40 12'
....... .............. .... TOPSOIL, SEED & MULCH
........... ... .1.11...... ...... .... ....
OF THE TWO NEWLY PROPOSED BUILDINGS WILL BE CONSTRUCTED .... ... .... .......
LANDS N/F OF ........ ........ .................... ........... ---------- 13UILDING 0 PERCOLATION RATE 2-5 MINIINCH AFTER FINAL GRADING TO
........... ......................................
QUEENSBURY COMMUNITY DEVELOPMENT STAFF OVER EXISTING IMPERVIOUS PORTIONS OF THE SITE; NEW SILVER SPRINGVILLELIMITED PARTNERSHIP ...... SEE AMENDED SOIL NOTES BACKFIL SEE ABSORPTION ESTABLISH TURF
...............
12161243 TRENCH SECTION AND
.............. .................... ......
3. THE CONTRACTOR SHALL INSTALL 4" TOPSOIL IN STORMWATER INFILTRATION PRACTICES ARE PROPOSED FOR THE ........ 2'
............
PROFILE FOR DETAILS 2'
................. ............. 13UILDJNG
LAWN AREAS AND PROVIDE FINE GRADING. 0 LA
85-FT x 135-FT BUILDING AND THE RECENTLY INSTALLED ........ ................... ........
4. AREAS INDICATED AS LAWN SHALL BE SEEDED WITH ......... ......
........................................ ......... ..............
............. .........
...............
PRACTICES WILL MANAGE RUNOFF FROM THE ADDITIONAL 85-FT x
................... ......
LOFT'S TRIPLEX GENERAL MIX, OR APPROVED MIX, AT _-------
.......................... ........... .............
*.,6 ...................... .....:. ..:.......... PROP.6"PVC
.............. . ...:.. ........ .........
A RATE OF 5-LBS PER 1000 SF AND MULCHED KITH ....... ....... ...........
200-FF BUILDING. EQUALZZER PZPE
...........
STRAW OR HYDROSEEDED. ............. IRE
BETWEEN DRYWELLS
........................... .... . ...................... MAX
.....................
..........
18 -.24
.............. CL,375 osso.............. .................... .................................. ........... ........
WOODED ..................
........................... .........................
.... .... .............. 0 0
................................
..........
... . ............ .........
.. ................ SETE
.................................. os ...... ....
irrsf
SITE SETBACKS- 27 SILVER CIRCLE,, LLC
. ....................
...................
L2
........ L2 ......... ....V.,......
PARCEL 309.17-1-17.2 L2 W 6 TY ICAL
2';
S 81 SPACING �:�
L2 ...................
(AFTER BOUNDARY LINE ADJUSTMENT) BUILDING 327-39
801 X 1801,,STRUCTIoN BUILDING
REQUIRED FOR 0
EXISTING PROPOSED 0[)EER G L PVC P.8'Ox 4-D PROP. YARD AREA,
CLI ZONE FF 382.5 .... .. 1000 GAL PROP.6"PVC PRO
EXIS NG SOI
DRYWELL,
Z-5T30 SEPTZC TANK ROOF LEADER COVER EL.378.+ GRAVEL COVER,
,V80
97.6' 9 7.6' PRECAST CONIC P1PZNG FROM
S80'58'30"W TO DRYWELL (TYPZCAL 2) TOPSOZL,SEED&MULCH
FRONT 50' 5'L T—T 1-1
.................... .........
L2 3255 SF
....... ....
(OFFICE) (NO CHANGE) 132
I ":..:":*,:,:.' 21.90' PROP.ABS.FZELD
31.7' 31.8' L2 *.'.".'.'.'.'.*.'.'.*.*.,.,..: :*.,.,--..*.%-'
.......... .. (2)PZPE-ZN-STONE
...... .........*.,.,.,.,:.,�'..:.*.*.'.'.'.'.'..*.*
............ .............. ....
............. PROP.FZRE TRENCHES @ 40'
............... ............................... .......
(WAREHOUSEISHOP (OFFICE ....
WES T SIDE 30, .......... HYDRANT
EXPANSION) 325.83 ....................... ............... ..:
ZN AMENDED SOrLS ABSORPTION FIELD SECTION ,— AMENDED SOILS
. .............................................................. ........
....................
..................
....................I......... PROP.
0-5�-8�30 ..... .
.. ................................................................. ........................I.............. ............
NIS
80 .............................. SECURnY FENCE
679, ....... ...............
..............
11.0' ...... ..... ... ................ ........ A
.......... . ..................
..............
. ....... APPROXIM TE POLYETHYLENE EXTENSION TO GRADE
...............1-.. ...... ........
EAST SIDE J0, (WAREHOUSEISHOP s ........ ............. .... ........
...... .................. ................................. ................
....................... .....
................ ............................................................
...... .... ....................... ......
.......... ........ . ... ....... P ........
-0: ...... ....... COVER
(80'x200' BLDG) ... ..... ....... FINISH GRADE WITH TAMPER RESISTANT ACCESS
'W',�... .... ......... .
... .... . . ... ..... ............. ... LANDS NIF OF
......................
.... . ................. ...................................
.....................
I�WE iss- ..... ................. .......
.. ..... ...... ...... . ....... ......... ................ HAYES AND HAYES, LLC
.................. ....................... ........ 2 MIN. DROP
(40'x 170' 35' .. .............:.................... ......... .........77L.
37201137
35' . . ......................... ........................
-P BETWEEN INVERTS
REAR 30' .......
BLDG) (NO CHANGE) ..W......
..............................
. ......... ...............................................
.............. ........ ....... .. ....
.......... ........ ......................
...................... ............
........ ........... ........ ...... .......... .............. ....... ............... COVER PL-122 FILTER SUCH THAT IT IS
.. ............................... ... ..... . .. .
"'111"',......:..:... ....
WOODED:, . .. . . ....... ......... .......... . ......................
....... ......... ................................ 12 MIN. SUGGESTED: INSTALL POLYLOK
...........................
READILY REMOVABLE THROUGH TANK
......................................
....%.:.. ......................... 12" MIN. COVER
............ LZ
........... .. .... ...... ...... ............................. ACCESS COVER
.................... ....... L 4
... ............ ... . ............ ............. DISTRIBUTION BOX
SITE SETBACKS- 399 BIG BAY LLC L2 4" PVC SDR-35
............ ......... .........I........... .......... 2
........... ....... *.I.......I.. . 1 1 1 1.�....... 13LJILI)ING 4
74 ... ...,...........,,...I,I.I ... ......... ............... ...
En INLET 4 PVC SDR-35
L2
...........
........ PROOV! IF
1Z CONSTR LIQUID LEVEL
........... ... ......... ........... ........ ............ ........ ........ L2 vED LIGHTING FIXTURE — L2 2
PARCEL 309.17-1-15.2 SLYAPPIZO UCTION) PST OUTLET 2 MIN.
(JJND TP MIN. r
SpR 62-2o'3 S0PE
Owosso
RQUIRED FOR EXISTING PROPOSE0 - **.* I
MIN. SLOPE
114- PER FOOT
........ TWR1 LED
CLI ZONE (BEFORE B.L.A.) (AFTER B.L.A.) ...... ....... .... ... ........ woo- BAFF1 F........ ... woo- re 118" PER FOOT
......... .
16"
PROP OXON-" LED Wall Luminai
.... .;MrR SET13AL"_,
SECURZTYFEN ...... ......... MIN.
CE
0NT USE SPEED LEVELERS TO ASSURE
)RETREATf
FRONT 50' 71' ......
(NO CHANOE) .000-1 WATERTIGHT SLEEVE AND ALL OUTLETS ARE AT EXACTLY
.......... ...........
........ SEA 4
......... L (TYP) THE SAME ELEVATION
256.
:4............... ...........
.... ........ o0l
................ ...................... Introduction
75.5' S81 C
NORTH SIDE 30, 75.5' ....... .... .... LLl
lumilo ;r C�' 4" PVC SDR-J5 SOLID HEADER TO
(NO CHANGE) ................ .......
......... PERFORATED TRENCH PIPING, 118"
Speciflications the TWRI LED offers
.......... 4
18' ....... . . . ........
— PER FOOT MIN SLOPE
SOU TH SIDE 30' 18' ...... SITE PLAN a sq�peararce and Ps I:towerediDi`�
WKM
(NO CHANGE) 0 ....... PRECAST CONCRETE
SCALE. 1"=50' 9' SEPTIC TANK
' Y t n 2
................ ........
...... Tite ,WRI LED naire is,power-al e e er,y
...... .. .... MIN TOPSOIL OVER THE ENTIRE
H -rgjp.... .... pth,
REAR 30' 172.9' 72.9' ........... ...... ..........I..'���.:�:��:�::�:::��:���:::�::::��:� I .. 3"� � rneal ABSORPTION FIELD; SEED &
cb
....... C�' up,to 800A in My AXIMUM 4X WIDTH
M
... ........ . ESTABLISH TURF OVERFILL TO ALLOW FOI
W D
................. an sxpaected 14"e 0,M'%'a
SETTLEMENT
Itirtan K yeais�tkIla,TINRI LED e�l `inates freWe,,it GRANULAR BACKFILL FREE OF
.... ........ ...............
PROP. LZMIT te&no10-_1iP5 STONES OVER 2"
0
...........
........... ..............
OF CLEARZNG
SEPTIC TANK NOTES
........... ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT
. ........ EXAMPLE-TWRI LED 2 50K MVOLT
. .. ..... OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY UTOPIA
........ .. ......
......... ... .......... ............
................. ...... . ......
"MIR ENTERPRISES OR EQUIVALENT.
FILTER FABRIC
ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE WHERE MIRAFI 140N
.......... 6-12"
... .........
........ ...... 2' TRENCH WID TH
EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS
V.E:j:�C.& CED.:::�:�:
NECESSARY TO ACHIEVE A STABLE BASE.
S GV:.YA.R.Dr::::::
................. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION
2' 0
DESIGNED FOR H-20 WHEEL LOADING.
................
........... JOINTS BELOW THE LIQUID LEVEL MUST 12" MIN.
............ .......
ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT.
PREVIOUS PROJECT PLANNING BOARD APPROVAL RESOLUTIONS CURRENT PROJECT PLANNING BOARD APPROVAL RESOLUTIONS BE TESTED BEFORE BACKFILLING. 61# 00
.. .... ... Town of Queensbury Planning Board Town of Queensbury Planning Board
SEPTIC TANK DETAIL
...... ...... ......
....... ........... ........,.......... RESOLUTION TO APPROVE SITE PLAN 62-2013 27 SILVER CIRCLE,LLC SEQR RESOLUTION-APPROVE NEGATIVE DECLARATION
-1-17.2,13 Low.of Queensbury Town of Queensbury N TS 314- TO 1-112- WASHED
Tax Map ID 309.17 SITE PLAN 62-2013 27 SILVER CIRCLE,LLC Community Development Off" CRUSHED STONE
.......... ..... .... ........
........................... ..... ...
TAX MAP ID 309.17-1-17.2,13 Community Development Office
.......... ...............
. . ........
742 Bay RosuL Qticchury,NY 12804
.................... ....... ............... ....... 742 Bay Road,Clueensbury,NY 12804
........ ... .... ...
. ............... .... ...
................ .......... ....... ........ . A site plan application has been made to the Queensbury Planning Board for the following: Applicant 4" MIN TOPSOIL OVER THE ENTIRE ABSORPTION FIELD;
........... 'Rjmz� A-,
.................. . . . . ..... . ..... ...... proposes construction of a three new buildings,a gravel storage area and a boundary line adjustment. Applicant proposes construction of a three new buildings,a gravel storage area and a boundary line Town of Queensbury Planning Board Fown ofQueensbury Planning Board SEED AND ESTABLISH TURF ABSORPTION TRENCH SECTION
.......... ......
............. ........... ..... ......
. .. . ........ ... . .......
............ ...... ............... New buildings/site improvements it,a CLI zone requires Planning Board review and approval.
adjustment. New buildings/site improvements in a CLI zone requires Planning Board review and
I;v I -SOLUTION-APPROVE NIS
. ...... approval SEQRRESOLUTION APPROVE NEGATIVE DECLARATION RE
A public hearing was advertised and held on I I/I 9Y2013; FILTER FABRIC
...... -2015 27 SILVER CIRCLE LLC&399 BIG BAY.LLC SITE PLAN 14-2015&X40DIFICATION TO SITE PLAN 62-2013
SITE PLAN 14
MAP AND MODIFICATION TO SITE PLAN 62-2013 27 SILVERCTRCLE 27 SILVER CIRCLE LI-C&399 BIG BAY,LLC
The Planning Board has determined that the proposed project and Plannin MIRAF1 140N OR EQUIVALENT
g Board action is subject to
. .. . . .. 1-17.2,13.2,15.2 PROPERTY ADDRESS:27 Silver Circle&399 Big Bay -1-17.2,13.2,15,2 Property Address;27 Silver Circle&39913ig Bay
SF TAX ID 309.17 Tax�Map ff)309.17
This application is supported with all documentation,public comment,and application material in the review under the State Environmental Quality Review Act;
...........
.......... ..... . file of record; — — — —
The applicantproposes boundary line adjustment between 17.2&15,2;construction of2 new buildirI
The proposed action considered by this Board is Unlisted in the Department of Envir en 'Iffs and one 16,OW sq.ft.equipment/material storage building, Project
oran tal 2,800 sq�ft.replaces existing trat An application has been made to the To�vu of Queensbury Planning Board for Site Plan approval for
..........
............. . .. .... MOTION TO APPROVE SIJE PLAN NO,62-2013 27 SILVER CIRCLE,LLC Introduced by Brad Conservation Regulations implementing the State Environmental Quality Review Act and the also includes relocating a previously approved 16,000 sq,ft.shifting it south.Pursuant to Chapter 179 1-040 boundary line adjustment between 17.2&15,2�construction of 2 new buildings-ne 2,800 sq.ft.replaces 12 MAX
............. ...... Magowan who moved for its adoption,seconded by Thomas Ford: regulations of the Town of Queensbury; of the Zoning Ordinance New light industrial buildings shall be suklect to Planning Board review and existing trailc�and one 16,000 sq.ft.equipment/material storage building. Project also inludes relocating
approval. a previously approved 16,000 sq. ft. shifting it south. Pursuant to Chapter 179-3-(AO of the Zoning
...... As per the resolution prepared by Staff. No Federal or other agencies are involved; Ordinance New light industrial buildings shall be subject to Planning Board review and approval
... The Planning Board has determined that the proposed project arid Planning Board action isubject to review
6 MIN.
............... ..
................ ...... .......... F1
..... ...... cat as re rred Lb armn
.. .............. ....... .......... ..... ... 1) Pursuant to relevant sections of the Town of Queensbury Zoning Code-Chapter 179-9-080,the
under the State Environmental Quality Review Act; As required by General Municipal Law Section 239-m the site plan appli ion w fe to CW
.......I........ Part I ofthe Short EAF(Items 1-20)has been completed by the applicant; ti of N ( n pa
Co nly Planning Department for its recommendation;received a recommenda on o ;ounty I i ot
......... ....... . Planning Board has determined that this proposal satisfies the requirements as stated in the Zoning
...... .......:::�:� The proposed action considered by this Board is Unlisted ir the Department of Environmental Conservation "lued 3-13-2015; 2" MIN. (D
Code; Part 2 ofthe Short EAF(Questions 1-11)has been reviewed by the Planning Board; Regulations implementing the State Environmental Quality Review Act and the regulations Of the Town of
1....I.� 1 11 UV
....... ........... 011do SLOPE
00a '�2�'00
........ 20
0 . ...... Queensbury: Ihe Planning Board opened a public hearing on the Site Plan application on 3-24-2015 and continued the
........ public hearing to 3-24-2015 when it wa closed;
115 .......... 2) The requirements of the State Environmental Quality Review Act have been considered and the Upon review of the information recorded on this EAF,it is the conclusion of the Town of Queensbury
Planning Board has adopted a SEQRA Negative Declaration; Planning Board as lead agency that this project will result in no significant adverse impacts on the No Fcderal m other agencies are ftivolvcd�
.......... ... .... The Planning Board has rcvizwcd the potential environmental impacts of the project,Pursuant to the,State............. � � 4. / I environment,and, therefore, an environmental statement need not be prepared. Accordingly,this Part I ofthc Short FAF has been complotedby the applicant; Environmental Quality Review Act(SEQR )arid adopted a SEQRA Negative Declaration-Determination C-)C-)0 C:J
ev:������ 5 3) Waiver requests granted: landscaping; negative declaration is issued.. ............
0,17:D 0
Part 2 of the Short EAF has been rmewed by the Planning Board; 6' L�) ." PERFORATED PVC LATERAL,
....... 4) The limits of clearing will constitute a no-cut buffer zone, orange construction fencing shall be MOTION TO APPROVE A NEGATIVE SEOR DECLARATION FOR SITE PLAN NO.62-2013 The Planning Board has reviewed the application materials submitted by the applicant and all comments 0 CD
through and including 3-24-2015�installed around these areas and field verified by Community Development staff-, 27 SILVER CIRCLE,LLC,Introduced by Brad Magowan who moved for its adoption,seconded by Upon review of the information recorded on this EAF,it is the conclusion of the'I own of Queensbury made at the public hearing and submitted in writing
SNOT47 ..................... ......... LANDS NIF OF Planning Board as lead agency that this project will result in no significant dverse impacts on the 0 SLOPE 1116- - 1132- PER FT. END CAP
Thomas Ford: TAX MAP # 309.17-1-17.2 & 15.2
S TOWN OF QUEENSBURY 5) The Sanitary Sewer connection plan must be submitted to the Wastewater Department for its review, emilormlent,and,thicteforc,an environmental statement need not be prepared. Accordingly,this negative The Planning Board determines that the application complies with the review considerations and tandards
TORAGEARF,4 declaration is issued. set forth in Article 9 179-9-080 ofthe Zoning Ordinance for Site Plan approval,
30 REAR SETBA S/W SNow 4801326 approval,permitting and inspection; As per resolution prepared by Staff. 314 TO 1 1 12"�
CB44 PRETREATMENT MOTION TO APPROVE A SEOR RESOLUTION NEGATIVE DECLARATION FOR SII MQTION TO APPROVE SITE PLAN NO.14-2015&SITE PENN MODIFICATION NO.62-2013 ABSORPTION TRENC.H1 PROFILE ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED
STORAGEAREA 6) If curb cuts are being added or changed a driveway permit is required. A building permit will net be Duly adopted this 191 day ofNovember,2013,by the following vote: for its WASHED CRUSHED STONE
issued until the approved driveway permit has been provided to the Planning Office; NO,14-2015&SITE PLAN MODIFICATION NO.62-2013 27 SILVER CIRCLE,LLC&399 BI 27 SILVER CIRCLE,LI&&3"BIG BAY.LLC,introduced by Stephen Traver who moved NIS PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
30"BUFFER To REA4A, AYES: Mr.Ford,Mr.Schonewolf,Mr.Deeb,Ms.White,Mr.Ferone,Mr.Magowan,Mr.Hunsinger _BAYLLC,introduced by Stophenl raver who moved for its adoption,seconded by J amie White: adoption,seconded by Jamic White:
N 7) Any lights on the building will be Code compliant Inccordance with the draft rcsolutiort prepared by Staff. According to the draft resolution prepaned by Staff.
8) Engineering sign-off required prior to signature of Zoning Administrator of the approved plans; NOES: NONE Dulyadomed this 24"'day ofMarch,2015,by the following vote: Duly adopted this 24"t day of March,2015,by the following votc�
AN484 52 46 AYES:Ms.White,Mr,Deebl Mx.Ferone,Mr.Traver.Mr.Hunsinger AYES: Mr.Deeb,Ms.White,Mr.Fermic,TvIr.Traver,My,l4unsinger
9) If required,the applicant must submit a copy of the following to the Town:
a) The project NOI(Notice of Intent)for coverage under the current"NYSDEC SPDES General NOES: NONE NOES: NONE
LANDS NIF OF Permit from Construction Activity"prior to the a=ofany site work.
RICHARD&CATHERINE LANDS NIF OF b) The project NOT(Notice offermination)upon completion ofthe project; ABSENT: Mr.Ford,Mr.Magowan ABSENT�Mr-Ford,Mr.Magowan
MCLENITHAN ROBERT&LINDSEY PARKER
35921283 48151106 LANDS NIF OF 10)The applicant must maintain on their project site,for review by staff: Cc:I lutchins Engineering, Cc: Hutchins Engineering 1 APPROVAL DRAWINGS
JOSHUA&THERESA FISH a) The approved final plans that have been stamped by the Town Zoning Administrator. These PI.-518.76L9220 F518.745,4,1:371742 B.y NY 12804 Phone:518.761,82?Q I Fax7 518/45,44'-V 1/1,2 Bay Road,QueenNbtny,NY 12804 ww.queensbury.net
35861263 plans must include the project SWPPP(Storm Water Pollution Prevention Plan)when such a 0 ISSUED FOR SITE PLAN REVIEW 12
LANDS NIF OF plan was prepared and approved;
b) The project NOI and proof of coverage under the current NYSDEC SPDES General Permit,or IN Revisions Dcte
RONALD&ELAINE NOLIN an individual SPDES permit issued for the project.
1147142
11)Final approved plans, in compliance with the Site Plan, must be submitted to the Community
Development Department before any further review by the Zoning Adramistrator or Building and SITE PLAN
Codes personnel. SITE LIGHTING FIXTURE SCHEDULE prepared for.
12)The applicant must meet with Staff after approval and prior to issuance of Building Permit and/or
the beginning of any site work. TAG SYMBOL STYLE MOUNTING HEIGHT MANUFACTURER LAMP 27 SILVER CIRCLE,, LLC & 399 BIG BAY LLC
13)Subsequent issuance of further permits,including building permits is dependent on compliance with
Dig Safely. this and all other conditions ofthis resolution 5 EXISTING BUILDING MOUNTED LITHONIA TWR1C 100S OR MAP REFERENCE 27 Silver Circle - 399 Big Bay Rd
New York 14)As-built plans to certify that the site plan is developed according to the approved plans to be (REAR OF EXIST. 18'± 100 WATT HPS TI OM: Town oF Queensbury, Warren CouiI New York
IM Call Before You Dig provided 2 Lior to issuance of the certificate of occupancy. BUILDING) CUTOFF WALL PACK EQUAL
11 Wait The Required Time Duly adopted this 19kh day ofNovember,2013,bythe following vote: "MAP OF A SURVEY MADE FOR 309 BIG BAY RD LLC Drawn: LWD Checked: GTH Scale: 1'=50' Date: 1/30/2015
El Confirm Utility Response AYES: Mr.Ford,Mr.Schonewolf,Mr.Deeb,Ms.White,Mr.Ferone,Mr.Magowan,Mr.Hunsinger AND 27 SILVER CIRCLE LLC," PREPARED BY. VAN
IM Respect The Marks L-2 36 BUILDING MOUNTED 18' LITHONIA TWR1 LED OR EQUAL 4900 LUMEN LED DUSEN & SIEVES LAND SURVEYORS, QUEENSBURY, d
0 Dig With Care WICUTOFF WSOR
NOES: NONE CUTOFF WALL PACK NY, DATED AUGUST 7, 2013, LAST REVISED Queensbury, NY 12804 29884-01 -S2
800-962-7962 (518) 745-0307 Phone
vjww.digsafelyne"ork.com FEBRUARY 13, 2015. Hutchins Engineering (51!� 745-0308 Fox