Building Addition Plan si
TOWN OF QUEENSBURY PLANNING BOARD RESOLUTIONS
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z TOPSOIL &� SEED BUILDING WALL, OVERHEAD --------------- -J -- t
DUMPSTERS TO BE - - - i DOORS AND LIGHTING TO BE ---------�_ DRIVEWAY S/TE (M R) M ARAM DE SITM ,� � St«r
REL 0CA TED TO - -
- - - I MODIFIED PER ARCHITECTURAL I 14,8.t RED
CONC. PAD � - I - 7,300f SF q AL LIGHT INDU__STRI DR N• � n
� - - - PLANS ONE-STORY I �I cu L s
I I w CONC. I = - - - - - 30' BLOCK BUILDING OFFICE I COM J re+
I ¢ PAD Ld WAREHOUSE - SIDE SETBACK
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Of O ; TM#: 302.12-1-45 SITE I 43 ZONING MAP I E LOCATION
AREA: � I O w
"'I o "' ct 49,820f SQ. FT. I I WATER SCALE 1:500
37 I `" z 1.14f ACRES
w ASPHALT o f M OHD Cif 0 o
LANDS N/F IEl
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COMMUNITY WORKSHOP o I I MH CONTAIN[ I BML ---_ `\'
RESOURCES CORP. I o w ED BML I 4 PAR
I KING SPACES I
TM: 302.12-1-44 TYPE-1 ► CONTAINER �
/ I
I I NOTES:
PARKING LOT I I O d
ASPHALT O
I I SEE GENERAL Q 00 1. BASE MAPPING PREPARED BY ABD ENGINEERS, LLP FROM TAX MAP, MAP
NOTE A3 00 I W O O REFERENCE AND GIS DATA.
1
I POUT I I (02. THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURES,
0 SW'4LE j z 0 ABOVE-GROUND STRUCTURES AND/OR UTILITIES BELIEVED TO EXIST IN
I I THE IY FROM THE
Of p p p LOCATONSNINDICATED. ING AREA, C PARTICULAR,ION OTHE CONTRACTOR F WHICH MAY RIS WARNED THAT
- I N THE EXACT OR EVEN APPROXIMATE LOCATION OF SUCH PIPE LINES,
SUBSURFACE STRUCTURES AND/OR UTILITIES IN THE AREA MAY BE SHOWN
OR MAY E SH , ANDHIS RES
o� TAINER � �
o 0 0 0 o PROCE DNOT NTHGREATNCARE NI EXE UTINGSHALLEANY WORK 486ILITY HOURSTBEFORE
- - _ YOU DIG, DRILL OR BLAST, CALL U.F.P.O. 1-800-962-7962.
6 f
O\ CO o 3. EXISTING STORAGE CONTAINERS TO BE REMOVED AFTER BUILDING ADDITION
IS CONSTRUCTED.
C
_-___------- OO,, �9\ MAP REFERENCES:
_
-� � �L wo \ SE GENERAL � EM 1. MAP ENTITLED "MAP OF A SURVEY MADE FOR HENSSGEN HARDWARE, INC.
ems, ODFD \ NOTE ,�3 N TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK" PREPARED BY VAN
PP DUSEN & STEVES LAND SURVEYORS, DATED JUNE 24, 2002
\ ^ CONCRETE off
\\ WASHOUT AREA SNgW STORAGE oH�
S84 54 00' E _ ZONING:
I Cg � I HEDGE ROW _
� °H
40•00 30' S SET K CB I °" COMMERCIAL LIGHT INDUSTRIAL (CLI)
COMMERCIAL BUILDING I O PIP °H SIGN
I O C5 °H REQUIRED PROVIDED
zoN 25' RIG T-OF-Wqy -aH I LOT SIZE: N/A 49,820f SF
I p OH r
I Z °H- �I LOT WIDTH: 200' MIN. 186.84't*
N84"50' ASPHALT DRIVE ROAD FRONTAGE: 100' MIN. 186.84't
_ pH
I
49. PP�� LOT DEPTH: 200' MIN. 249.64't
WATER FRONTAGE: 200' MIN. N/A
_ _N84'50'00„ BLDG. HEIGHT: 60' MIN. 20't
W SIDEWALK CONC. DID DENSITY: 1 ACRES PER PRINCIPAL USE 1.14t ACRES
I �
I w 150.05 CB
OR STRUCTURE
I
O 3 5 PERMEABLE AREA: 30% MIN. 39.0%
I
cOp I N p I-------____ SETBACKS:
I�p N LANDS N/F I FRONT: 50' MIN. 14.8't*
O pi o DANIEL & TERRY LaNOIR I I SIDE: 30' MIN. 3.4't* & 75.2't
TM: 302.12-1-43 I I REAR: 30' MIN. 83.5't
z � � I TWO-STORY I
C HOUSE I SHORELINE: 75' MIN. N/A
I I
I I *EXISTING NON-CONFORMITY
N84°50'00 'w �---
49 90, - COVERAGE STATISTICS
EXISTING PROPOSED
- _ DRIVEWAY
BUILDINGS: 7,300t SF 14.6% 10,300t SF 20.7%
PAVEMENT: 23,867t SF 48.0% 20,367t SF 40.9%
GREEN SPACE: 18,653t SF 37.4% 19,153t SF 38.4%
TOTAL 49,820 SFt (1.14 ACt) 100%
LANDS N/F
JEANNE & ROBERT RIZZO
TM: 302.12-1-42
TOWN OF QUEENSBURY PLANNING BOARD SEQR RESOLUTIONS PARKING REQUIREMENTS:
DISTRIBUTION CENTER: 1/2 EMPLOYEES + 1/1 COMPANY VEHICLE
REQUIRED SPACES: 4
TOTAL SPACES: 6
EROSION AND SEDIMENT CONTROL NOTES: NON-TILT
SILT FENCE SILT FENCE DOWNWARD STYLE
THE OWNER AND CONTRACTOR SHALL COMPLY WITH THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) 8
UT-OFF FIXTURE
PREPARED FOR THIS PROJECT AND AS A MINIMUM IMPLEMENT THE FOLLOWING EROSION AND SEDIMENT SEE NOTE 2 FOR TYPICAL)
CONTROL MEASURES: ANCHORING
-CONSTRUCTION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROL MEASURES IN /\/\ - -------------- - \ REQUIREMENTS
ACCORDANCE WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND i\/\\/\\/ 2 MAX 2 MA
SEDIMENT CONTROL. \/ /\\ \ �1 2'
/\// / //\ \/ Luminoire Schedule
- INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AS SHOWN ON THE PLANS OR \\/\\/\\/\\ \\ \ \/\\/\\/\\. BLDG.
DETAILS AND AS NEEDED DURING THE GENERAL COURSE OF WORK. //%/%/%/%/%/%/%/%/%/%/%/%/%\/\ M/N. 10 M/L.
\\ \\ \\ \\ \\ \\/�
SOIL EROSION WILL OCCUR
THE CONTRACTORS RESPONSIBILITY ORREPAIIRFEROSION AFTER EVERY UNTIL TURF IS TRAINFALDL. (FAILURE OT SHALL E // / / / �\//� PLASTIC LINER Symbol Qty Label Arrangement LLF Description /
OWNER APPLICANT:
REPAIR MINOR EROSION WILL RESULT IN MAJOR EROSION AND POSSIBLY PAVEMENT AND �i��� 15 f ANTLER PROPERTIES, LLC
STRUCTURE FAILURE. CONCRETE WASHOUT AREA DETAIL (MATCH 1 BML SINGLE 0.900 VSS-2-T4-96L-1-40K-UNV-WM-BRZ 43 EVERTS AVE
PRIOR TO SITE DISTURBANCE, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN - EX/ST/NG) , TYPE-1 GLENS FALLS, NY 12801
PLACE. NOT TO SCALE
-TEMPORARY INSTALLATION OF STABILIZED CONSTRUCTION ENTRANCE PADS AT ALL LOCATION CONCRETE WASHOUT NOTES 1 BML SINGLE 0.900 VSS-1-T2-64L-7-40K-UNV-WM-BRZ TAX MAP #: 302.12-1-45
WHERE CONSTRUCTION VEHICLES WILL ENTER ONTO PUBLIC STREETS. ALL PUBLIC STREETS TO BE , TYPE-2 AREA: 49,820t SF (1.14t ACRES)
INSPECTED AND MAINTAINED CLEAR OF SOIL ACCUMULATION. 1. SIGNS SHALL BE PLACED TO DIRECT DRIVERS TO THE FACILITY AFTER THEIR LOAD /S
DISCHARGED.
-EXCAVATION WORK CARRIED OUT DURING PERIODS OF INCLEMENT WEATHER SHALL REQUIRE PLASTIC LINER SHALL BE HAV. E A MINIMUM THICKNESS OF 10 MIL. WITH NO HOLES OR cV
ADDITIONAL EROSION CONTROL MEASURES AS MAY BE NECESSARY BASED ON CONDITIONS. 2 cV
TEARS, AND ANCHORED BEYOND THE TOP OF THE PIT W/TH AN EARTHEN BERM, SAND BAGS, NLi
ALTERATION OF THIS
STONE, OR OTHER STRUCTURAL APPURTENANCE EXCEPT AT ACCESS POINT. BUILDING ADDITION PLAN
-ADDITIONAL EROSION CONTROL METHODS INCLUDING SOIL STABILIZATION MATS. PLACEMENT OF N N o DOCUMENT EXCEPT BY A
STONE. PLACEMENT OF SOIL MAY BE REQUIRED DUE TO CLIMATIC CONDITIONS (EXCESS RAIN, CONCRETE WASHOUT MAINTENANCE NOTES GRADE ETC.) LICENSED PROFESSIONAL 1. ALL CONCRETE WASHOUT FAC/L/TIES SHALL BE INSPECTED DAILY. DAMAGED OR LEAK/NG TYP/CAL BML Y Y ENGINEER IS ILLEGAL
-STABILIZATION OF DISTURBANCE AREAS TO BE PAVED BY COMPACTION AND APPLICATION OF FACIL177ES SHALL BE DEAC77VATED AND REPAIRED OR REPLACED IMMEDIATELY. EXCESS ELEVATION VIEW 04 HENSSGEN HARDWARE INC.
SUBBASE WITHIN ONE MONTH AFTER UTILITIES ARE INSTALLED. RAINWATER THAT HAS ACCUMULATED OVER HARDEN CONCRETE SHOULD BE PUMPED TO A 43 EVERTS AVENUE
-VEGETATIVE STABILIZATION OF DISTURBED AREAS TO BE SEEDED INCLUDING R.O.W. AND STABILIZED AREA SUCH AS A GRASS FILTER STRIP. LIGHTING DETAIL
EASEMENTS WITHIN TWO WEEKS OF FINAL GRADING. 2. ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75X OF THE STORAGE N
CAPACITY OF THE STRUCTURE/S FILLED. ANY EXCESS WASH WATER SHALL BE PUMPED INTO A [-- U)
CONTAINMENT VESSEL AND PROPERLY DISPOSED OF OFF SITE. NO SCALE z w
-PLANS SHOW TEMPORARY SOIL EROSION AND STABILIZATION MEASURES WHICH SHALL BE w t
MAINTAINED UNTIL ALL AREAS ARE STABILIZED. :2PRI�
O ,cj.
J. DISPOSE OF HARDENED MATERIAL OFF-SITE IN A CONSTRUC77ON/DEMOL177ON LANDFILL. GRAPHIC SCALE :2Z ' ! TOWN OF QUEENSBURY COUNTY OF WARREN
OR HYDROSEED THE CONTRACTOR SHALL BE RESPONSIBLE TO SEED AND MULCH ON-SITE DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN APPROVED AND ACCEPTED AS PART O
( ) AND TO OF THE PROJECT SWPPP. IN THAT CASE, THE MATER/AL SHOULD BE RECYCLED AS SPECIFIED, O O 0 1 1 STATE OF NEW YORK
PROVIDE AN ADEQUATE WATER SOURCE AND HOSES FOR GERMINATION OF THE SEED. OR BURIED AND COVERED WITH A MIN/MUM OF 2 FEET OF CLEAN COMPACTED EAR774FILL 7HAT
IS PERMANENTLY STABILIZED TO PREVENT EROSION. 20 0 10 20 40 80 Z Ul _ , W
-IF THE CONTRACTOR ELECTS NOT TO INSTALL IMPORTED TOPSOIL OR SPREAD TOPSOIL FROM THE w �s R , [u D ENGINEERS, LLP
SITE THE SEEDING MAY NOT ESTABLISH ITSELF OR MAY BE SUBJECT TO STRESS FAILURE. THE 4. 774E PLAS77C LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY. w m j Z D
LA
CONTRACTOR SHALL TAKE COMPLETE RESPONSIBILITY FOR ESTABLISHING THE LAWN BY PROPER t 411 Union Street
5. INSPECT THE PROJECT SITE FREQUENTLY TO ENSURE THAT NO CONCRETE DISCHARGES ARE U] U' D
WATER AND FERTILIZING. TAKING PLACE/N NON-DESIGNATED AREAS. w w � Schenectady,NY 12305
( IN FEET ) Lj CJ 9467E w
A P� 518-377-0315 Fax 518-377-0379
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1 inch = 20 ft. 9�FE5SlU� www.abdeng.com
LUIGI A. PALLESCHI, P.E. DATE: SCALE: DWG. SHEET OF
N 0z N.Y.S. LICENSE NO. 94676 NOVEMBER 15, 2021 1" = 20' 5416A-S3 1 1