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Existing Conditions ti 1 s Glens FaEls \ N \\ \ \ — \J \ \ \ 1 \ \\ \ \I TX 308.16 2-14 xY. ssn`a� '�'y "' Gww SuYI LANDS N/F HALCYON PROPERTIES, INC m �N F r• / J ` Wool Plena 1 � S 83'24'57" E > f, \\\\\\`\\�;�„\\\\\\\ ► I ,_ - �0;88;38g _ _ SITE ..' r J _ \ \3 6\ — — — 700.00' �{T INDUSTRY EROAL 30' SETBACK 3g6� \ Yoe — _ TREE LINE NE com u \ �1� I \ \ \ 38p \\ \ _ — — — T RESIDEP�TIAI \\ \\ \ \ \ \ \ / —386� (WR) WATERFRON \ TM 308.20-1-9.21 24 NATIVE DRIVE BMC- 19is'— / LANDS N F BML 4 / - - - ZONING MAP SITE LOCATIONO \\\\\ \\ \ ASSOC., LLC / \ I I I (A "LOT #1 to 1 \\\\ \\\\\\ \ ,'rJ\ \ \ \�\\\\\\ \\ \ \\ / Q OO IBML I\ \ \ GENERAL NOTES: 00 1. BASE MAPPING PREPARED BY ABD ENGINEERS, LLP FROM A MARCH 2O18 FIELD SURVEY AND MAP REFERENCES. TENANT #1 BMLI w Ia 2. THE PLANS SHOW SOME KNOWN STRUCTURES, ABOVEGROUND STRUCTURES AND/OR UTILITIES BELIEVED TO EXIST N I WITHIN THE WORKING AREA. EXACT LOCATION OF WHICH MAY VARY FROM THE LOCATIONS INDICATED. IN / IBML I CN I PARTICULAR, THE CONTRACTOR IS WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF SUCH PIPE OFFICEI I I TX 308.20-1-3.5 LINES, SUBSURFACE STRUCTURES AND/OR UTILITIES IN THE ARE MAY BE DIFFERENT FROM THAT SHOWN OR MAY i C I I LANDS N/F NOT BE SHOWN AND IT SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN EXECUTING ANY WORK. TRSB ENTERPRISES, LLC PROVIDE (48) HOURS BEFORE YOU DIG, DRILL OR BLAST, CALL U.F.P.O. (1-800-962-7962). Bzo _ Q 3. SNOWFALL ACCUMULATIONS IN EXCESS OF FOUR (4) INCHES SHALL BE REMOVED FROM ALL PARKING "I co13 AREAS/WALKWAYS WITHIN 48 HOURS. IBML � I I I II 4. REFER TO THE MASTER SITE PLAN (MAP REFERENCE #4) AND MASTER SWPPP FOR DETAILED INFORMATION REGARDING UTILITIES, EROSION AND SEDIMENT CONTROL, AND OVERALL PROJECT PHASING. BMLI I� 5. REFER TO THE GEOTECHNICAL REPORT PREPARED BY DANIEL G. LOUCKS, P.E. DATED FEBRUARY 24, 2021 FOR 1 1 1 1 1 1 11 1 11 1 1 \I l I l I I l 11\\I\\ \ o \ o 0 o I I DETAILED INFORMATION REGARDING SOILS, FILL, AND CONSTRUCTION RELATED REQUIREMENTS. IIIIIIIIII I I / l l 1111 1 \\ � \ � O O�O�O�O I I I I I MAP REFERENCES: CO I TENANT q2 L I I I I I I I I I III I \ \ / d I I 1. MAP ENTITLED "MAP OF A SURVEY MADE FOR COLUMBIA QUEENSBURY GROUP", PREPARED BY VANDUSEN & I I I I I I I I I STEVES, DATED JULY 28, 1994.BUILDING 1 I \ I� 2. EXISTING UNDERGROUND UTILITY INFORMATION WAS PROVIDED FROM THE PLAN TITLED „NATIVE DRIVE, NATIVE I I I 1 \\\\ \\\\\ \\ \ NN \ / I D I I I I EXISTING 117,000± SF I TEXTILES", PREPARED BY HERSHBERG & HERSHBERG, DATED 9/29/03 & LAST REVISED 3/5/04, & THE PLAN I III I I I I 1 \ I\\\\\ \\\\\ \\\\ \ \ \ I M I M I 1 STO Y OFFICE/WAREHOUSE BUILDING L — TITLED "SEWAGE DISPOSAL DETAILS FOR NATIVE TEXTILES", PREPARED BY HERSHBERG & HERSHBERG, SHEET 4 OF I I I I I I I I 1 I I \ \\\\\ \ \\ \\ \ \ / CO M IBML 22'9' 3 4, DATED 9/26/04. OTHER UNDERGROUND UTILITIES MAY BE PRESENT, THAT ARE NOT SHOWN HEREIN. I IIIIII 1 I I 1 \ 1 I \\ \\\ \\ \ \\ \ \ \ I I BUILDIN I \ M \ \\\ \\\ \ \ \ I I�; FFE 388.0 I00 3. EXISTING LOW-PRESSURE PUBLIC SEWAGE FORCE MAIN INFORMATION WAS PROVIDED FROM THE PLAN TITLED OVERHA�G I toI I \ I I I I I I I V\0 "CAREY RD. SEWER DISTRICT, MAP, PLAN & REPORT, GRINDER PUMPS WITH LOW PRESSURE SEWER", PREPARED BY BMLI i y THE CHAZEN COMPANIES, DATED 4/21/16. 4. PLAN ENTITLED "NATIVE DEVELOPMENT QUEENSBURY - 24 NATIVE DRIVE", PREPARED BY ABD ENGINEERS, LLP, DATED MARCH 16, 2020, LAST REVISED JULY 15, 2021, AND FILED AT THE WARREN COUNTY CLERK'S OFFICE ON \ \ \ \ \ \ \ \ \\ \ \ I SEPTEMBER 3, 2021 AS INSTRUMENT #2021-3000068. \\ o l CHAINLIN /FENCE \ \ \ \\ I I I I I \ \ \ \ I I \ \ \ 1\\ \ lIl I II \ \ \\ \\\ \\ \\\ \\ \\ I I I I \\ IBML II 113 / � I II1� Illllll II \ \\\\ \\\\\ \ 0 l I I I 1I I II I I I I I _ROOF P\ TENANT #3 BML ll I II II II I \ llll II � / / P I .I S, '`� K // // % N3����� /�l // // / / I I I I II TX 308.20-1-6 / / / / /// _ � / / ///////////// / � _ _ LANDS N/F THEAS IBML I I 3 NORREALTY, L CWER BMLI II �\ DOCK DOORS O I \ II j� ONC. BML — DOCK DOORS 220.7' EPS — — BM — to L — BML — — OFFICE I 3 PMENT �_ _ / W —_�— — _ _ J l I in LC / / I _ _ I n0. CONC. SIDEWALK to — 0 n 9� f2 I Os / CONCRETE / I I I1 — — — — —386— — I HYW' oiliIIIIIIIIIII// /i// 1/ lIllllll / I I / llI l /llllll/l / I \ 94 / /llllll /I \ j//// ///////// ` I / / /llllll/ llllll l I I o �0 LIP I I / /// // gyp \ I / // // /////// /// / I I I T` 10 SPRUCE //// // // / / / / // ASPHALT 1 " SPRUCE¢ w ///i/ // //ii/i/ /// // ( \ 1 \ / / I I 1 _ 1 'ENE I 6 PPrF \ \ J_\ I I ✓INE m Q P I m 9 L W I /\ I I I / I IIII - - - ASPHALT a EXISTING I I — -383 " — I NATIVEOWNER DEVELOPMENT ASSOCIATES LLC STOAREATERA I I I �O 6 ENTERPRISE AVE, / \ O I /12" PINE ICLIFTON 0 L SWALE I I I I TAX MAPP#: NY 12065 TAX MAP #: PINE5O EreOL II I o I 308.20-1-9.21 (24 NATIVE DRIVE) 308.20-1-9.22 (32 NATIVE DRIVE) PINE 1`I — LP II AREA: AREA: III I N I 485,814t SF (11.15t AC) 81,230t SF (1.86t AC) _384— PINE I a Q \ 2 �el l� 18" CPPI I 0) �� \ \" •oo `\O\ //�( ,38 Q ALTERATION OF THIS LOT #1 - EXISTING CONDITIONS � \ \ \ \\ / �� DOCUMENTP EXCEPT BY A ROFESSIONAL \ .00 LICENSED 0 CB ENGINEER IS ILLEGAL NATIVE DEVELOPMENT QUEENSBURY APPROX. LOCATION OFzz m / // \ \\ \ ( \ \ \ LP EX. 2" LOW PRESSURE /Ti / //i \ \ \ \ \ \ I PUBLIC SEWER 24 NATIVE DRIVE O '. A \ \ I U, \ \ � _ F r ..•� TOWN OF QUEENSBURY COUNTY OF WARREN �E//�IL,MENT \ \\ � - - - - - - — A' : ' , Lc \ \ \ I I \ — — _383_ — — — — CB GRAPHIC SCALE o - a STATE OF NEW YORK \ II I \ Cn TF:t382.5 4411 50 0 25 50 100 200 > q '� i I Lw ENGINEERS, LLP LLI\ \\ \ Of7 3 z o D 411 Union Street CB 1 \ \\\\ \ \8o TM#: 308.20-1-9.25 \ \ // �� 6 e pSchenectady, \ � Hlv TF:t382.5 � n � NY 12305 \ 27 NATIVE DRIVE \ / ( IN FEET ) 0 �p ►p► r° O,tESS�OC U LLrLL N►► 518-377-0315 Fax 518-377-0379 LANDS N/F \ � — — I 1 inch = 50 ft. www.abdeng.com NATIVE DEVELOPMENT g LUIGI A. PALLESCHI P.E. DATE: SCALE: DWG. SHEET OF ILL���� �� — — ��\\\ \ \ \ \ ASSOC., LLC / NO: N.Y.S. LICENSE NO. 94676 FEBRUARY 7, 2022 1" = 50' 4899A-L1-S4 1 1