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HomeMy WebLinkAboutImage_20260526_0002a. M Ln ri rn H O N 0 N O N Ln 0 V W H N rr) O O r1 N a V rn 0 O rl N O 00 08 C SAWCUT EXISTING PAVEMENT SIGN 3%.00, 40, FRONT SE /Vp�. T BgCK � � Cam~ 3 4 o -� / �Q \ ACCESS AND MAINTENANCE EASEMENT TO BE RETAINED BY OWNER OF ACCESS ROAD 1 4oft waft waft 40 15SIDE. S"'ETBACK SNOW "oft .� STORAGE waft MAO waft _ 45 40(;, 0 p , �p Q ' h 5019 r FIRE ' NYDRgNT RADIUS 1 SITE arms rm LLLj ZONING MAP W CIRCULAR WATER SERVICE, ±137 LF 6" Al Saint D.I.P. , 5' MIN. DEPTH, CONNECT - a� � Peter's Cem 6LENMDR ...r TO EXISTING 12" WATER MAIN05 _ VALVE AND BOX OG' SKYWARD �,RiVE UC TAX ID: 178.-1-61 INGRESS/EGRESS a SITE SANITARY SEWER CONNECTION, CONNECT TO LANDS N/F OF UTILITY EASEM NT EXISTING STUB, CONTRACTOR TO PERFORM HUNTER LAND HOLDINGS LLC NDU TEST EXCAVATION TO LOCATE AND IDENTIFY ?ONINUSE: STRIAL GENERAL (IND-G) a --. G USEVACANT INI � ' n millill FM � X� m -- EXISTING SAWCUT FIRE ¢ GAS SERVICE, EXISTING / 01� �, COORDINATE LOCATION AND PAVEMENT / 3Q0 t �© SKYWARD DRIVE � HYDRANT • �., co RD 4J --_ TYPE WITH SERVICE PROVIDER :Munger Cem - 4 ' � USGS QUAD TYP. _ of _ i 1" _ ±2,000' _ STOP SIGN =...�1 _ _ - !Q�� 24, c z ����� C 50 �!(J8 19 �.' - - - _ JED -= = T- 1 STOP SITE STATISTICS FOR LF AI HOPE O1 - - - - - - - - 11 BANj 11 It SIGN FORCE MAIN C-504 _ - 1- T-� ELECTRIC SERVICE, / - - _ r - r - - �t j I 11 t I I t ` ADDRESS: 00 SKYWARD DRIVE (ASSUMED) _ COORDINATE LOCATION AND S - _ � T -� _ 11 BANKED t 1 - - CP `� �� .1 TAX MAP: 178.-1-62 TYPE WITH SERVICE PROVIDER \ �_ a - _--�Tt rT I t �_T- - 'QAREA: 450,480 SF. (±10.34 AC.) I I t 12 BANKED I 1 ` ) _ _ 9' 6. ZONE: IND-G (GENERAL INDUSTRIAL) - _ _�=r=r- I t USE: WAREHOUSE (PROPOSED) jI I tt 11 BANKED t 1 I ELECTRICAL =_ �*- ADA PARKING 02 04 t I TRANSFORMER PAD STANDARD '„ - -r t i 11 BANKED t ` ) _ _ _ c ASPHALT 11 SPACES �r ` WITH RAMP c 50 C 50 ' IND-G SITE I MIN. LOTSIZE 40,000 SF. 450,480 SF. + I I I - PAVEMENT t �.,_._.;. y..•. > - MIN. NAVG. WIDTH O 200 FT. 0>200 FT. o _ - lg SPACES PRINCIPAL BLDG. COVERAGE 40 % 15.54 % CURB STOP I �•.:••+ _ ENTRYWAY PADS ACCESSORY BLDG. COVERAGE 30 % N/A % I N AND BOX t - 00 MIN. FRONT SETBACK 40 FT. ±86.0 FT. t I I lg BANKED It t I �� t ~ w 05 BY OTHERS, TYP. MIN. REAR SETBACK 30 FT. ±125.0 FT. rr-- I ;rrmnr CONCRETE CURB 1 t I I t t t I�y„>�L•-�� _ C-50 MIN. SIDE SETBACK (EACH) 15 FT. ±97.0 FT. 52, I MIN. SIDE SETBACK (TOTAL) 30 FT. ±258.0 FT. PUMP STATION CONCRETE WALK PROPOSED STORMWATER PRINCIPAL MAX. HEIGHT 50 FT. <50 FT. 97' 1- _ _ _ 04 = e MANAGEMENT AREA ACCESSORY TO PRINCIPAL 10 FT. N/A FT. j'' p. RIM:318.5 ' ELECTRICAL SERVICE CONTROL C-so C-504 INV IN:311.7 � PANEL AND ALARM ARE TO BE WAREHOUSE � ACCESSORY TO FRONT LINE 40 FT. N/A FT. SPECIFIED BY OTHER 35,000 SQ• FT. ACCESSORY TO REAR LINE 10 FT. N/A FT. 30' ` FFE: 319.30 ACCESSORY TO SIDE LINE 10 FT. N/A FT. ' 10' CLEAN OUT \ INV:313.78 I MIN. GREENSPACE 30 % ±62.66 % 6" SDR-35 PVC PARKING (WAREHOUSE) 60 LF @ 2% MIN. 161' REQUIRED: 1 PER 2 EMPLOYEES AND 1 PER COMPANY VEHICLE ASPHALT 07 j / m (76 EMP./2) + (10 CO. VEHICLES) = 48 SPACES ' WING CURB PROVIDED: 29 SPACES (INCLUDING ADA) (75 BANKED PARKING) Ul w LOT COVERAGE Q t t35, TURE EXPANSION 41 GEYSER ROAD ' 1 000 SQ . FT �� ' 4 .. �' /// `^ 10cl EXISTING PROPOSED TAX ID: 178.-i-33.1 ` \ ' a :!(' }':1 0 "I r ' I // HEAVY-DUTY 10 Ln TAX V BUILDINGS: 0 SF. 70,000 SF. (15.54%) LANDS N/F OF �� I sr�t l' 'n'� CONCRETE SLAB C-50 LAI PAVEMENTS: 0 SF. 98,434 SF. (21.85%) VAN HALL HOLDINGS LLC o / ' ' •�;�• �'::. HEAVY-DUTJ a' ' ' ' // ) TWINLAI �, I ASPHALT GREEN SPACE: 450,480 SF. 282,046 SF. (62.61%) ZONING: INDUSTRIAL GENERAL (IND-G) N t� � : � � •; �, 'JNlNG:INDUS' USE: CONVERTED RESIDENTIAL / " il�� ,,i� PAVEMENT �12� ' ' /�/I USE: I 450,480 SF. 450,480 SF. SNOW * INCLUDES 12,291 SF. OF BANKED PARKING ' / I I4 - / STORAGE I STANDARD NOTES: ' 500 FIRE HYDRANT � t U' o ' RADIUS # 1 " I // ' I 1. THE APPLICANT SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL t ( LAWS, RULES AND REGULATIONS, INCLUDING BUT NOT LIMITED TO THE STATE ❑ ' ENVIRONMENTAL QUALITY REVIEW ACT (SEQR), FRESHWATER WETLANDS PERMIT o // 3 REGULATIONS, THE TOWN GRADING LAWS AND THE TOWN FLOODPLAIN MANAGEMENT LAWS. DUMPSTER I +.• PAD 2. THE APPLICANT SHALL BEAR THE SOLE RESPONSIBILITY FOR ENSURING THAT ALL ;.•:• IMPROVEMENTS ARE COMPLETED IN ACCORDANCE WITH APPROVED PLANS, SPECIFICATIONS ' �� - ❑ _ .' :� : C:i AND STANDARDS. 186' 12' 3. THE APPLICANT SHALL BE RESPONSIBLE FOR KEEPING EXISTING PUBLIC HIGHWAYS AND o s 03 ADJACENT LANDS FREE OF DEBRIS, SOIL AND OTHER MATTER WHICH MAY ACCUMULATE DUE TO CONSTRUCTION RELATED TO THE SITE. / + _ "' _ SPECIAL NOTES: 1. TOPOGRAPHIC AND UTILITY INFORMATION SHOWN WAS COMPILED FROM A PREPARED SET BACK -_ SURVEY BY GILBERT VANGUILDER LAND SURVEYOR, PLLC OF CLIFTON PARK, NEW YORK f 30' REAR AND A DIGITAL FILE TITLED "14-222 SHEET 1.DWG" TRANSMITTED VIA EMAIL ON 03 MARCH, 2021. ADDITIONAL TOPOGRAPHIC AND UTILITY INFORMATION WAS COMPILED gyp. FROM A SKS SUBDIVISION SURVEY DATED 04-28-2014. THE SURVEY WAS PREPARED BY DAVID F. BARRASS, LAND SURVEYOR OF CORINTH, NEW YORK - TRANSMITTED VIA EMAIL O '� CON 09 OMPILED MARCH, 2ITOPOGRAPHIC OPIDUTILITY INFORMATION LEDFROMANASBUILT SURVEYLOT3(#lOSKKYWARDDRIVE)SKSSUBDIVISION �ry SURVEY DATED 10-31-2018. THE SURVEY WAS PREPARED BY GILBERT VANGUILDER LAND SURVEYOR, PLLC OF CLIFTON PARK, NEW YORK - TRANSMITTED VIA EMAIL ON 25 1O GEYSER ROAD 4AUGUST, 2021. (7� rryn, TAX ID: 178.-1-32.1 LANDS N/F OF 2. THE OFFSETS OR DIMENSIONS SHOWN ARE FOR CONSTRUCTION REFERENCE ONLY AND ARE SARATOGA SPRING WATER CO. NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF ZONING: INDUSTRIAL GENERAL (IND- G) FENCES, ADDITIONAL STRUCTURES, OR ANY OTHER IMPROVEMENT. _ sum .� USE: LITE INDUSTRIAL MANUFACTURiN=: � SOT LEGEND 20 � L E G E N D 3. UNDERGROUND UTILITIES SHOWN ARE SUBJECT TO FIELD VERIFICATION BY EXCAVATION. UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALL UTILITIES POLE MOUNTED LIGHT Approved under the authority mow �' SEE SHEET C-191 LOCATEDUPONOR cENT TO THE N son mom� SIDEWALK Q� 8 re�Iolutton $dopted CITY OF SARATOGASPRINGSSTANDARD NOTES: doom mop ,. bythg - PROPERTY LINE 1. ALL WORK MOST CONFORM TO ALL FEDERAL, STATE AND CITY CODE. SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. Plan the Saratoga Springs. SETBACK 2, THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM. 1929. 3. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY " "L 1 •� - - DISPOSED OF OFF -SITE BY THE CONTRACTOR TO A LOCATION APPROVED BY THE CITY ENGINEER. (date slgnea) 4. THE CONTRACTOR MUST SET UP A PRE -CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY THE DESIGN PROFESSIONAL ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. S. THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE BUILDING INSPECTOR IF GRAPHIC SCALE ANY BLASTING IS REQUIRED FOR THE PROJECT. 6. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUES BY THE DEPARTMENT 50 0 25 50 100 200 OF PUBLIC WORKS FOR ANY WORK IN THE STREET OR RIGHT-OF-WAY IF ANY CITY STREET ROAD OR ALLEY. 7. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC ROAD. ( IN FEET ) 8. A CERTIFICATE OF OCCUPANCY CANNOT BE ISSUES UNTIL ALL SITE WORK IS COMPLETED 1 inch = 50 f t. IN ACCORDANCE WITH THE APPROVED PLANS, AND AN AS -BUILT DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. AV 1ILdWj t'IL AV Alli IL AV IL ff F IL AV V my Verity Engineering, D.P.C. P.O. Box 474 Troy, New York 12181 518.389.7200 ( verityeng.com 0*�N E Rq ! srtee�us a. axe. E N T E R P R I S E S, INC. =-'RAI-710�881 Murray Road Middle Grove, NY 12850 518.584.6174 mu nterenterpri ses.com W W Q F-- Y 0 O z Z Uj LUZ o 0 a kn ~ Uj > a Ln `W Ln 0 z / H H a. J a LL Q im H a a �- LL Q o V 7Q zw H � H a o LnLn 3 Y OF NEwY ON 3AMES O G Q 7 n uJ m z O 09430 AROFES �(c� S 1 ONP IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT ® 2021 VERITY ENGINEERING D.P.C. ALL RIGHTS RESERVED. DESIGNED BY: EAS DRAWN BY: EAS CHECKED BY: AJV APPROVED BY: AJV SCALE: AS NOTED DATE: 04/06/2021 rn Q rn n n rn >' Q Q Q ¢ m Z H ,-'{ LU N V O ~ H U H V ~ Ln _ Q E- H Z OH O I - a W W r1 z OH z OH Ln Ln H a H OC Cr z (f) V' ul Ln = V Ul m Q O U1 = = Ln J O Ln Ln H Lu ar z H Ln N N N rl N r-I N r-I N ItT -f CD li r^ -I p r-1 N Q O r1 N O N rl m O ti_ O W m U m Q W SITE AND UTILITY PLAN C - 10 1 3 of 10