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\ \ \ \ 3 0 - - SIGNS \
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_386,
TM#: 308.20-1-9.21 ��1. 1384.0
/ 24 NATIVE DRIVE
\\ \ \ \ \ \ \ / / LANDS N/F // I FUTURE ADDITION #2 40,000+ \ I 1978r BML
\\\3 \ \\ \ \ \ / NATIVE DEVELOPMENT/ I SF (200'X200) o \ I � 1 I ZONING MAP SITE LOCATION
\ss \� \ \ o ASSOC., LLC / I FFE 388.0 \ I I `(
R�.- LOT #1 / I O I I I I 1385.0
\\ \ \ \\\\M \ \ \ \ \ \ \ \ \ \ \ 383.0 o Ia o oO I BML I I I 1 GENERAL NOTES:
/ \ X o I 383.0 5 W CONCRETE
I �5 W I I SIDEWALK RAMP 1. BASE MAPPING PREPARED BY ABD ENGINEERS, LLP FROM A MARCH 2O18 FIELD SURVEY AND MAP REFERENCES.
/ \\ \\\ \ \ �\ \ I O�O�O / I TENANT #1 I BML w ® 5Z SLOPE
J \\ I z Ia I & 2y 2. THE PLANS SHOW SOME KNOWN STRUCTURES, ABOVEGROUND STRUCTURES AND/OR UTILITIES BELIEVED TO EXIST
o 05 I CROSS SLOPE WITHIN THE WORKING AREA. EXACT LOCATION OF WHICH MAY VARY FROM THE LOCATIONS INDICATED. IN
I I CN I (SEE
PARTICULAR, THE CONTRACTOR IS WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF SUCH PIPE
BML OFFICEI I I386.0 (SEE ARCHITECTURAL
\ \ I \ I LINES, SUBSURFACE STRUCTURES AND/OR UTILITIES IN THE ARE MAY BE DIFFERENT FROM THAT SHOWN OR MAY
1 c I TX 308.20-1-3.5 0 I- I PLANS) NOT BE SHOWN AND IT SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN EXECUTING ANY WORK.
C �\ \ / I I
TRSB ENTERPRISES, LLC z I PROVIDE (48) HOURS BEFORE YOU DIG, DRILL OR BLAST, CALL U.F.P.O. (1-800-962-7962).
BML W I
O�0 0 0 0 o I I �I Q I PROPOSED ADDITION 3. SNOWFALL ACCUMULATIONS IN EXCESS OF FOUR (4) INCHES SHALL BE REMOVED FROM ALL PARKING
O �O�O / N I 13 I FFE.388.0 AREAS/WALKWAYS WITHIN 48 HOURS.
II N I 1387.0 4. REFER TO THE MASTER SITE PLAN (MAP REFERENCE #4) AND MASTER SWPPP FOR DETAILED INFORMATION
o�OoDOo OOOO IBML I I II CONCRETE STEPS REGARDING UTILITIES, EROSION AND SEDIMENT CONTROL, AND OVERALL PROJECT PHASING.
EXISTING OVERHANG STRUCTURE I 1 9 RISERS (7"H X 11 L)
ODODODOO E BE INCORPORATED INTO I BMLI I I 38 I TOP. 387.9 5. REFER TO THE GEOTECHNICAL REPORT PREPARED BY DANIEL G. LOUCKS, P.E. DATED FEBRUARY 24, 2021 FOR
\ \\ o 0 o I BUILDING ADDITION 30 BOTTOM: 382.7 DETAILED INFORMATION REGARDING SOILS, FILL, AND CONSTRUCTION RELATED REQUIREMENTS.
I I I I I I \\ I I I I I \ I (SEE AI RCHI TECTURAL
PLANS)
\\ \ \ � �� O ODoOo�o
LING
388.0 MAP REFERENCES:
I 3 � I
382 \ // 7 CO I TENANT #2 L I I
� d I 20
1. MAP ENTITLED "MAP OF A SURVEY MADE FOR COLUMBIA QUEENSBURY GROUP", PREPARED BY VANDUSEN &
a STEVES, DATED JULY 28, 1994.
GRAVEL ROAD I I
TO BE ELIMINA/TED \ I II I BUILDING 1 I \ j 2. EXISTING UNDERGROUND UTILITY INFORMATION WAS PROVIDED FROM THE PLAN TITLED "NATIVE DRIVE NATIVE
I III I I III \ \\\ \\ \ 1 / BML TYPE-1, EXISTING 117,000f SF
TYP. L _ I � A TEXTILES", PREPARED BY HERSHBERG & HERSHBERG, DATED 9/29/03 & LAST REVISED 3/5/04, & THE PLAN
1 STO Y OFFICE/WAREHOUSE BUILDING TITLED SEWAGE DISPOSAL DETAILS FOR NATIVE TEXTILES , PREPARED BY HERSHBERG & HERSHBERG, SHEET 4 OF
III IIIIII I \ \\ \\ / 1BML � - INSET DETAIL 4, DATED 9/26/04. OTHER UNDERGROUND UTILITIES MAY BE PRESENT, THAT ARE NOT SHOWN HEREIN.
BUILoIIv M I� FFE 388.0 22.s• I 3 �w SCALE.• 1' 0' 3. EXISTING LOW-PRESSURE PUBLIC SEWAGE FORCE MAIN INFORMATION WAS PROVIDED FROM THE PLAN TITLED
I I I I I I l I I l I\\ \ \\ I \ \ \ \\ I I 11I OVERHA�JG I I I \ � "
12" HD E ROOF DRAIN HEADER I CAREY RD. SEWER DISTRICT, MAP, PLAN & REPORT, GRINDER PUMPS WITH LOW PRESSURE SEWER-, PREPARED BY
DRAIN TO CENTER OF BLDG. BML THE CHAZEN COMPANIES, DATED 4/21/16.
\ (1' Ml . COVER, 0.59 MIN. SLOPE) I I I I 4. PLAN ENTITLED "NATIVE DEVELOPMENT QUEENSBURY - 24 NATIVE DRIVE", PREPARED BY ABD ENGINEERS, LLP,
Q� /��/T\TO RAIN DATED MARCH 16 2020 LAST REVISED JULY 15 2021 AND FILED AT THE WARREN COUNTY CLERK'S OFFICE ON
�pRYW4 TER \\\ \ \ \ \ ��� I� / I I I 3 \ NON-TlL T ,
7M�N AREA I �\ \ \ ) / EXIS17NG FENCE AND RIP-RAP I /I DOWNWARD STYLE SEPTEMBER 3, 2021 AS INSTRUMENT #2021-3000068.
\ \ UT-OFF FIXTURE
\\\ \ \ \ \ o CHAINLINf FENCE I TO BE REMOVED (TYPICAL)
\\
\o w,\r�R
� R� E k%T r� 1 \\\\\ I I w I 12' OVERHEAD DOOR I
R F
\�\ \\\\\\\\ \\ \\ \ \\ \\ I REMOVE EX. BML, TYP. I I B BLDG Luminaire Schedule -
I I \ \ \ \\L\T\\iTQ i�)F4L \ \\ I \ BML PROPOSED ADDITION #1 I I I I 3 /
I ZONING: CLI COMMERCIAL LIGHT INDUSTRIAL
1 I I \J I I I I \ \ I I ROOF I 19,320f SF (60' X 322) II / Symbol Qty Label Arrangement LLF Description REQUIRED PROVIDED
/ )7 LI 11I„I I P/TCH Ro�� FFE, 388.0
/ 1 f� PLC- I
p.� I N 26 +-. I PITCH TENANT #3 BML I I � I � BML I /
15' HT LOT AREA: N A 11.15t AC
I 7 SINGLE 0.900 VSS-2-T4-96L-1-40K-UNV-WM-BRZ LOT WIDTH: 200' MIN. 300'
INEWPAASPI�LT I I SEE INSET DETAIL Mi I I , TYPE-1 ROAD FRONTAGE: 100' MIN. 300'
_ - I BML DEPTH: 200' MIN. 888'
1 TYPE-2 SINGLE 0.900 VSS-1-T2-64L-7-40K-UNV-WM-BRZ GREEN SPACE: 30% MIN. 46.5%
sE K ��,� \\ 1 ® 59 CONCRETE LOPE & 2/9 CROSS SLOPE I I -`"i
BLDG. HEIGHT: 60' MAX. 40't
I I / II SETBACKS:
32 W/RAILING (SEE ARCHITECTURAL PLANS) I I FRONT: 50' MIN. 279'
s " I / �a6' I I SIDE: 30' MIN. 31' & 50'
/ // / // / X18 I FUTURE OFFICE I II GRADE
REAR: 20' MIN. 50'
6° TYp ' I ENTRY DOOR I
I TX 308.20-1-6
LANDS N/F
I I NORTHEAST POWER TYPICAL BML
CONCRETE STEPS BML (2) 8' DOCK DOORS I 13 REALTY, LLC ELEVATION VIEW
W/RAILING I EX. SANITARY SEWER
LIGHTING DETAIL PARKING REQUIREMENTS:
(SEE ARCHITECTURAL STEPS TO BE
F / I I SYSTEM TO BE REPLACED I I WAREHOUSE: 1/1 EMPLOYEE AND 1/1 COMPANY VEHICLE
PLANS) I I I I REMOVED PER MASTER PLAN BML II I NO SCALE
BML TYPE-2, TYP. I OFFICE: 1/300 SF OF GFA
CONC.I N (COMPACTED)
TEMP402 ��TOP E 6 COURSE ASPHALT
_ / ° - DOCK DOORS
381.0 - Z EP BM - DOCK DOORS 220. BML OFFICE I 3 3 REQUIRED SPACES: 130
_ I 2.5" MIN (COMPACTED) BINDER COURSE ASPHALT
//�/ / / /// V P �/ _- _J- - _ / f I to EXISTING SPACES: 109
r / o. I / I CoNc. SIDEWALK - - - J I Ito
CONC. - ITEM 402, TYPE 3 NEW SPACES: 32
HYDRANT TO BE o e, \
RELOCATED I i co CRETE 1 II - - - - _386- - \ I I //� /i�//� TOTAL SPACES: 141
°O° FILTER FABRIC
Hvol � \ MIRAFI 500X
l� I I � _ - / \ � � �/ �78,MIN_
�° °O \\.\��\r6RMwa I I / Ill ll 111 /l l O � moLOT10 / / / O I o m 60f X 60f CONCRETE l I SUBBASE PROOF ROLL COVERAGE STATISTICS EXISTING PROPOSED
// //// // I/ONFI a n N) I / /l l/ l l l l l/ / N c� o I I I o �\ SLAB (3,600f SF) / LP COURSE l TEM 304.12, TYPE 2
I TO MATCH ADJACENT 10 SPRUCE o I BUILDING: 117 OOOt SF 24.1% 136 320t SF 28.1
o o
o , o
ASPHALT 1 " SPRUCE¢ PA V/EMEN T DETAIL PAVEMENT: 123,895t SF 25.5% 123 506f SF 25.4%
l l l / //// l l I \ 8" \ � ¢ � I NO SCALE GREEN SPACE: 244,919t SF 50.4% 225,988t SF 46.5%
ENE v' TOTAL 485,814t SF (11.15t AC) 100% 485,814f SF (11.15t AC) 100%
PPrE I \
I I Z
384 SINE �I I I I m Q INTERVALS 1" DEEP
ALL PREMOLDED'
_700' I L I // 1 m BITIMINOUS ETHNSE�AN�r°®20/� c�
/ III _ ASPHALT N OWNER/APPLICANT:
RO I / \ I/// EXISTING I - - - - -383- - I VARIES 5' TYP.
X NATIVE DEVELOPMENT ASSOCIATES LLC
7
� 5 o I I I / STOAREA R I STIFF BROOM FINISH 6 ENTERPRISE AVE,
8 /12" PINE I CLIFTON PARK, NY 12065
O I IL SWALE I I
SLOPE 17 MIN. TAX MAP #: TAX MAP #:
�,// / �� ,/// // / \ \ _ z II 1 11$•. PINEsa E� I 1 o I - 308.20-1-9.21 (24 NATIVE DRIVE) 308.20-1-9.22 (32 NATIVE DRIVE)
AREA: AREA:
Tp' PINE I I N LP 1 485,814t SF (11.15t AC) 81,230t SF (1.86t AC)
/ S0 -384� �cP /\d I I I W
\ \ u'\ �d -' - W
\ FM \ PINE I a < \ I AIR ENTRAINED
// // �✓ �' \ 2" 2 lv� 18" CPPI I I � F� 4" 4000 PSI CONCRETE N N
/ // \� o HP 384.0 HOPE R7>�pSS ( NP '00 ���� / 38 / cO Q ALTERATION OF THIS
`� LOT #1 - BUILDING ADDITION #1
350 0 /'aL' ll /� /0 / \ \\ NATIVE \ > / v� N DOCUMENT EXCEPT BY A
LL{{S �j 6" SUBBASE, ITEM 304.12 TYPE 2 ci
�^��//C�bG4NE� SG GV �RIjT \ - " LICENSED PROFESSIONAL
1111IT?��173. `\ \\ G" 8.. Z7�C �0A W E �FU A PE `�� 382 S° c FM \ O �`��(; �g SIDEWALK DETAIL o o m ENGINEER IS ILLEGAL NATIVE DEVELOPMENT QUEENSBURY
////// // // /, \ \ T�D/P pE�, \ V� APPROX. LOCATION OF NO SCALE
//T / � �, TIG PUBLIC LOW
PRESSURE _ 24 NATIVE DRIVE
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6 \ \ "� I �=�r �1..•�� TOWN OF QUEENSBURYit 0 COUNTY OF WARREN
\ - - _ I I \ - _ o o A STATE OF NEW YORK
/ IL7gPMENT '� �
\ _ _ _ _ _ _ GRAPHIC SCALE _
/ Lc \ �� - - - -383- - - TB " `n ENGINEERS LLP
� \ �\ I CB f 382.5 Z N_ N
l /1f4 \ s I - _ _ _ - \ 50 0 25 50 100 200 w �y ,I• LU
Ld m '' 3 z o D 411 Union Street
o \ TM#: 308.20-1-9.25 \ - - - _ _ "'° CB TF t382.5 w w 1�',�� B �� 0 Schenectady,NY 12305
- - -
ti. 518 377-0315 Fax 518 377 0379
27 NATIVE DRIVE IN FEET )
03 I LANDS N F \ I �/ 3aa. 1 inch = 50 ft. a Ss10C g
www.abden com
NATIVE DEVELOPMENT I I
LUIGI A. PALLESCHI P.E. DATE: SCALE: DWG. SHEET OF
ASSOC., LLC / �i �z N.Y.S. LICENSE N0. 94676 NOVEMBER 16, 2021 1" = 50' 4899A-L1-S4 1 1