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TEMPORARY EASEMENT 330
TO BE GRANTED TO
THE CITY OF 325
SARATOGA SPRINGS
N15' 04;30'W 320
PROPOSED 60' WIDE (�
INGRESS/EGRESS AND
315
SEWER EXTENSION PROFILE
0+13.00 - 4+90.00
H: 1"=30' V:1"=15'
1+00 25 50 75 2+00 25 50 75
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RIM:327.73`
CONTRACTOR SHALL PERFORM TESTEXCAVATION PRIOR TO CONSTRUCTION
_RIM:33L 61'
(8".)_.INV OUT:325.i.02'
(8".) INV IN:323.90'
(6';') INV IN:323.90-'
OF SEWER TO LOCATE EXISTING MAIN,; CONFIRM INVERT, AND
COORDINATE. WITH DESIGN ENGINEER ..-
PROPOSED:
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280
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INSPECTION WITH LOCAL AUTHORITY HAVING
JURISDICTION PRIOR: TO CONSTRUCTION
UTILITY EASEMENT
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07, (B") INV IN: 323 90'
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UTILITY NOTE: °
WATER ANDSEWER SERVICE WILL BE EXTENDED
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C-50 (6 ) INV IN 323 90�
FROM THE EXISTING BUILDING. NO NEW
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CONN ECTIONS ARE PROPOSED AT.THIS TIME.'
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IT 15 A VIOLATION OF IIEN YORA STATE EDUCATION. LAM ARTICLE 145 FOR ANY
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PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT III ANY HAY. IF ALTERED. THE
ALTERING EIIGINEER SMALL AFFIX TO THE DOCINIVIT THEIR SEAL, WE NOTATIOR
'ALTERED BY' FOLLONED BY THEIR SIGNATURE, WE DATE OF SOCK ALTERATION, MID
A SPECIFIC DESCRIPTION OF WE ALTERATION.
I � COPYRIGHT o ]Old VERIIT E144IIIEE0.I114 D.P.C. ALL 0.24NTE RESERVED.
DESIGNED BY:
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TEMPORARY EASEMENT 330
TO BE GRANTED TO
THE CITY OF 325
SARATOGA SPRINGS
N15' 04' 330'W _ 320
PROPOSED 60' WIDE r1
INGRESS/EGRESS AND 1
UTILITY EASEMENT 315
SEWER EXTENSION PROFILE
0+13.00 - 4+90.00
H: 1"=30' 1 V:1"=15'
N
MH-2
RIM:331.611
(81 INV OUT;325.02'
MH-1
RIM:327.73'
(B") INV IN:323,90'
CONTRACTOR SHALL PERFORM TEST EXCAVATION PRIOR TO CONSTRUCTION
OF SEWER TO LOCATE EXISTING MAIN, CONFIRM INVERT, AND
COORDINATE WITH DESIGN ENGINEER
PROPOSED
PROPOSED
DRIVEWA
GRADE
(e") INV OUT:323.80'
EXISTING DRIVEWAY.
-
EXISTING SEWER MAIN, COORDINATE
INSPECTION WITH LOCAL AUTHORITY HAVING
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260
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LF @ O.40W
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EXTEND I$ E ser 0+13 0+00 25 50 75 1+00 25 50 75 2+00 ;
EXISTING ROADWAY To
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�aUTILITY NOTE:
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PtIa(8) INV IN:323.90 �r51, FROM THE EXISTING BUILDING. NO NEW
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i�` }stf+ }I:� y � •-rr ,�, CONNECTIONS ARE PROPOSED AT THIS TIME.
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EX. 8" SDR-35 PVC ° ° °
CONTRACTOR SHALL PERFORM N
f� TEST EXCAVATION PRIOR TO MAINTAIN 208 LF @ 0.40R
k"
- - - - - - - CONSTRUCTION OF SEWER TO EXISTING
LOCATE EXISTING MAIN, ENTRANCE' a - _ _ ` _ _ - _
CONFIRM INVERT AND
COORDINATE WITH DESIGN `
fir) ENGINEER PROPOSED
-(= �_ : -' ASPHALT 40' FRONT SETBACK -' PROPOSED
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I %: Remain! Lands Of Street Address 26 'F.:fiJx yt.I ..��s r�rti�i a s ' hi: f{-�7r' C1 .,,•.a tE3 ?r7iS r'k Fl tir s
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.•r,.y Hunter Lan Nold/ngs, LLC Area = 4-62. Aaes �y .1Lr `,a'2 6}r T 7 g, i,,rr;( rv:),,. z;x+'g G..1,'•. }+"T? • _ 'J rf ,ter. 28 SPACES
( 177. i-67 177.-1-62212 {I�;f 6 4 r• ^„ f)6 5.r� �r's u-{'f3 <2' ,:..0 n,,v ).r- #I-'(II'!`'-.rsfJ r k•r l*ui -`4��=tia::-.,.�
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PROPOSED z .. 7 jr•p . f..
r TO - - - - - _-. � \ O C-50 AD
PARKING
4' S RPIYlATER - ra , C-5 rn f! v " tr l r y v;
MANAGEMENT H ham\ i7e.' r,,,•,- fI
s•sr? AREA
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90' 135' a. ? ' 160.5'
17N?: ;t FLUSHg12/ I PROPOSED a? + PROPOSED UNDERGROUND�1ENTRY PAD ASPHALT N %''f•' INFILTRATION TRENCH
aBY OTHERS )• PROPOSED (SEE C-121 FOR
:'IA I CONCRETE I \ :! GENERATOR ADDITIONAL INFORMATION) A
t C-50
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ENTRY PAD '1'
a�
M ! o PROPOSED ADDITION PROPOSED 0 SADDBY OTHERS
FITION
t 8,100 SF. m ao 16,05, ` a
1 I FFE: 331.8 FFE: 331.8 y
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n ENTRY PAD ENTRY
PAD \ ENTRY PAD )Tn
I I 90' BY OTHERS BY OTHERS 195, BY OTHERS
111
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EXISTING BUILDING
TO REMAIN
® \ / INTEGRAL CONCRETE SLAB
AND WALL BY OTHERS
ASPHALT
PROPOSED UNDERGROUND
INFILTRATION TRENCH
(SEE C-121 FOR
ADDITIONAL INFORMATION)
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l§7Ni` a /y,.,v y. tir,tr..T•. 1 �,) yl, ^Ir [.t^,c •a•!'1 J :a n a ., a95' - ' C�
°I.,•;,ffc-�;;f+.`" "^✓ryt�ei���..'•3i �t,F=fi31r�7 t,r4.d cr• :i`<jl ' • ys} �lw; RETAINING WALL r�`,C,?
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BY OTHERS66..,+-ra;,tW_
+,�sr?!�,-sue .•h'., I�,�h_ ?ic, .�, ..)0•.. (�t.rj_..il..:,- 16
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(,€„++,Fif�:(�^ttsxg_ 't; \.�f��SM i„?','cLYv yf;?Frey.�4i>^at,✓�t'�Ftv.3TT�-�d:i xr.,.n,i"`•'
'Lx <.'- k`J{'1W-. 1 fNa��ed3+4t.'.h�l`ti, t f nA�t1. !Y'r °. rr(rlr 1"• M1{E,'_.1.`�2.`[u,y'a•�i '. .,• 160.5'
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26 FREEDOM WAY . w •F,:..n;'�,i t ,�.-' [ ,: r.•-- (. i
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PROPOSED AREA: 6.206 AC. '•� . L = +, , .-3i'r�:' s. ,�..1:(r:-,-,_ 1,-: „a 'r :rl .�• r:• r ',r. .:t,' +•F.
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EXISTING AREA: 4.821 AC. - ,�:TY, •vr, R: n�'f W ate'`\. • 11!'+Y--;- �a'r r l'i...r.n s.+...,.{. I.'. w.41}~,t:• , ;:+�%:;<.y ,ti„S: o w r .., i:i 7+:
2yF,lkiL, ,,�. ,i�te•>=„.f,-, �, �4iry .*v 517 .p>�,(',.N... s�s. l.S`y'='•`c "+''�ql uiG �v-'i a3 :i ei ,•{.:. ••{> sae %'Fi. f; [•T' •:�', c„mr>-m,<.•-�� ' ..-rc.. u3 a a :.�.,,, :Ti... s.�• _I r ,... , t•,.�' < _ . r-. , ti+ • ,..rf Y' - ...) r� .n .i-�,..ar, t., - 1. F. 'rv: L; _\-,r,•� l.+..j.cv.- .t •'�)y:' a�,'d54', s,xAT:Y J.a /., ..i rS' .•i. •.i,
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,4 r4$� .�r;�-A�S�PHALT �'4�:�.°�^,,•R'Ni y.<}4�x.�1`'r-�•���" � �`r P���;.��0 � fr Ii"�r�`1�.sy R `� // '-
;�' rXW� c.�))r.^+,J �^h sei�` h[�`.• i +�-@i �,'y,J,�i+�r'"_,'y`�nvr�r 5�t� YiY3� { (.SI'�•'.sr .� � \ // \ ..b :.
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I,.yP �°_,�<-�.,H rll'� 57.3 u! aFs{ c,J '['%,br..'.fi')ti,�i`�t ,�,.�'nn. „`tb�'• ..r?r _vi6,r SxA4,�'d �tsn. _ � � a
30' REAR SETBACK
\` 500' FIRE
HYDRANT RADIUS
N63 K23075 State Hwy 74
Tax t.D.: 117-1-66 PLANNING BOARD # 20221217
Lands N/F Of
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EXISTING WELL
CO
""- ADDRESS:• 26 FREEDOM WAY
TAX MAP: 177.-1-62,212 & 177.-1-67
AREA: 270,364 SF. (*6.20 AC.) jl
ZONE: IND-G (INDUSTRI'AL, GENERAL) I
USE: DNDUSTRIAL - LIGHT
G
MIN, LOT SIZE 40,RS. 217O.
AK
MIN AVG. WIDTH 200 FT. 048 FT
-� PRINCIPAL BLDG. COVERAGE 40 96 t21.4'4 %
/ ACCESSORY BLDG. COVERAGE 30 Rs 0 %
MIN. FRONT SETBACK 40 FT. +Ir2E,.B FT.
S - MIN. REAR SETBACK 30 FT, *0W.5 FT.
MIN. SIDE SETBACK (TEACH) IS FT. 0i8@:,IB FT.
MIN. SIDE SETBACK (TOTAL) 30 FT. t1Qh.1 FT.
PRINCIPAL MAX, HEIGHT 50 FT. .4@ irr.
ACCESSORY TO PRINCIPAL 10 FT. N%!A FT.
ACCESSORY TO FRONT LINE 40 FT. Oft FT.
ACCESSORY TO REAR LINE 10 FT. iWAA FT.
ACCESSORY TO STDE LINE 10 FT. NVYA FT.
MIN. GREENSPACE 30 96 *35,184 Hs
PARKING REQUIRED:
1 SPACE PER I,000 SF FOR THE R1RST 40.,:00.0 SF
1 SPACE PER 2,500 SF AFTER 40,A00 SF
1,000/40,000 = 40 STALL
2,500/17,967 _ 7.2 STALLS
NEEDED:48 STALLS
PROVIDEp; 65 9R'ACES (>1'NCLUpkPNO 3 ABA,)
LOT COVERAGE
EXTISTING BROR'
BUILDINGS: 3$- __SF. 57-9�. Q%, 401)
o PAVEMENTS: 46,228 SF. 115,610 $F. (142 1 76W1)
GREEN SPACE: 129,,, H gSF.. 9Ti 1112 _aF. (S5.'"I'll
t } 21l917
9
o STANDARD NOTES
� �'pp• 1. THE APPLICANT SHALL COMPLY WLTH ALL APP.L•ICABLE FEgBRAk, STATTE AND
y LOCAL LAWS, flULES AND REGULATLONS, INCIUDDNG BUT NST (;IM1+DEp TA
THE STATE ENVIRONMENTAL QUALITY REV•DEW ACT (•SSgR)„ PROORWAmER
WETLANDS PERMIT REGULATIONS, THE TOWN GRADING UAW6 ANB THE AOWN'
FLOODP.LAIN MANAGEMENT LAWS,
2. THE APPLICANT SHALL HEAR THE SOLE RESPONSIBILITY FOR BNEURMNG THAT
ALL IMPROVEMENTS ARE COMPLETED IN ACCORDANCE WITH A9PROV80 BANS,
SPECIFICATIONS AND STANDARDS
3. THE APPLICANT SHALL BE RESPONSTBL•E FOR KEEPING B0ST110 PUBLIC
HIGHWAYS AND ADJACENT LANDS FREE OF DERRDS, SOIL AND OTHER009HR
WHICH MAY. ACCUMULATE DUE TO CONSTRUCTION RELATED TO THE SITS.
SPECIAL K TES.:
1. TOPOGRAPHIC AND UTILITY INFORMATION SHOWN WAS COMPILED PROM A *AP
TITLED SURVEY OF LOT 6A W.J. GRANDE DNOUSTRPAL WARM HURDIU BY
STREET ADDRESS 26 FREEDOM WAY 'AGRB696M FARM AND DATRN RRBRUCTS,'
DATED 21 JUNE, 201E PREPARED BY GIWHHRT VANOUDBBRR LAND SUPOEYOR,
PLLC OF CLIFTON PARK, NEW YORK' AND A DIGITAL FILE TiMMOB ATEWO
5.7.15AWG TRANSMI•TTED VIA EMA9:L ON 19 NOVEMBBR, 202B,.
2. THE OFFSETS OR DIMENSIONS SHOWN ARE FOR CONSTRUCTION RSVORBNOE
ONLY AND ARE NOT ItANDED TO MONUMENT THE R&gPRRTY 1:11N88 OR TO
GUIDE THE ERECTION 60 FENCES, ADDITIONAL STRUC•TWRES, 99. ANY :DONOR
IMPROVEMENT
3. UNDERGROUND UTILITIES SHOWN ARE SUBJECT TO FIELD VRPTMAMDON'BY
EXCAVATION U I S T LITDE SHOWN 00 0 N6T PUPB BTt �T'fb' AtOfi� O.REPRESENT ALL UTDL7?1iES LOCATED O 0 OCAT UPON R AD AR H TO THE SW 0H6T
PARCEL,
B
4. THE 2026 DEVELOPMENT PLAN APPROVED ON JULY 22,2815INCLUBEO
CONSTRUCTION OF A 33,817 SO. FT. STRUCTURE, FOUR (rA,) DOWNS
DOCKS, 4 GRADE -ACCESS VEHICLE DOORS, ONE (1) C0VOR00 TR1F"RR B'AY
AND PAPA-ING FOR 35 VEHICLES INCLOpDNG COMPANY VRH1f('LES ALBNO WfiTH'
UTILITY SERVICE CONNECTIONS AND, STOPAWATER'MANA4BMpN7'PIYOC•�F IB&•
CITY OF SAIR'AifiAJOA.2PRTt12.SIfY, NR .1dID
1. ALL WORK MOST CONFORM TO ALL FEDERAL, STATE AND @IVY B046.
SPECIFICATIONS, ORDINANCES, RULES AND RHOULA7TP9N6.
2. THE ELEVATION BASE FOR THE CONTOURS AND BENCHMAM ARE USED ON
THE NATIONAL GEODETIC VERTICAL BATUMI 1929
3. ALL REFUSE, DENNIS AND MISCELLANEOUS ITEMS TO BE RHMpVED SHALL as
LEGALLY DISPOSED OF OFF SITE BY THE CONTRACTOR TO A Lp NDOON
APPROVED BY THE CITY ENGINEER.
4. THE CONTRACTOR MUST SET UP A PRE -GO NSTRUCTIBN MBETDNG WITH THE
CITY ENGINEER PRIOR TO ANY CONSTRUCTION CQNSTTRUL_%@N 4NBRBOTPAgN6
BY THE DESIGN PR65ESS'SONAL ARE REQUIRED THE OOST OF. THE
CONSTRUCTION INSPECTIONS IS THE RESRONSIBTL-1TY OF THE
APPLICANT/DEVELOPER.
S. THE CONTRACTOR MUST DETAIN A BIJSTUNG PERMIT FROM THE SUMDOMNG.
INSPECTOR IF ANY BLASTING I5 RO uxA80 FOR THE '0400EGT•
6. THE CONTRACTOR I NlliA R MUST OBTAIN A STREET OPBNING'R6RM2T ?°48UL.'6 9M THE
DEPARTMENT OF PUBLIC WORKS FOR ANY WORK PN THE STREET OR
RIGHT-OF-WAY IF ANY CbTY STRH@T ROAD OR ALLOY.
7. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE hVi•PGkrANNEp
TO PREVENT TRACK0 KING R FLOWING OF SEDIMENT OR WORM 'gNTB A PU.RLIlC
ROAD.
B. A CERTIFICATE - H OF OCCUPANCY CANNOT E ISSUES UNTIL ALL 427E rH
U WORK
COMPLETED IN ACCOHDIiNCE WITH THE APPROVED RLAN6 A'Np'ANAia�8110TLT
DRAWING HAS SEEN FUIOPARED IN AOGOROANGE WITH -THE REBI12HgMHN105 8F
THE CITY ENGINEER.
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