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16-1535 STAMPED Quaker Site Plans - Zoning Board CUNTON FRANKLIN PROJECT ST.LAWRENCE LOCATION ESSEX ,EF N LEWIS HAMILTON a WARREN 1 G1� OSNEGO ONEIDA �p NIAGARA ORLEANS FULTON MONROE WAYNE SARATOGA ONONDAGA GENESEE Op MADISON MONTGOMERY i ONTARIO 2�Gp GpiJ C'lP0 ? PREPARED BY: ERIE Gyp � � pE2 WYOMING Jya' --s A OTSEGO ALBANY 40?�W CHENANGO yG� <p TOMPKINS NAPIERALA GREENE J`!ep FASTRAC CAFE FRER CHAUTAUOUA CATTARAUGUS ALLEGANY STEUBEN CHEMUNC HOCA RROOME DELAWARE G� 773 QUAKER ROAD CONSULTING suwvnN ULSTER ^��yy PROFESSIONAL ENGINEER, P.C. o° Pu NAM ® SITE DESIGN ENGINEERING ORANGE spy OCKLAN 110 FAYETTE STREET ,Tf.S BRONX SUFFOLK MANLIUS, NEW YORK 13104 RICHMOND KINGS IXIEENs NASSAU TOWN OF QUEENSBURY email: MNAP@NAPCON.COM SITE LOCATION MAP PH: (315) 682-5580 FAX: (315) 682-5544 NOT TO SCALE0 WARREN COUNTY , NEWYORK IF0 tH51YFIE 8�scs C lkalmo I&McueUr p ZONING BOARD REVIEW PREPARED FOR. CEOfusbac i A P K F Y 6500 NEW VENTURE GEAR DRIVE EAST SYRACUSE, NY 13057 s iW F PROJECT LOCATION MAP - F• ' NOT TO SCALE - - - t SHEET INDEX: IL TITLE SHEET C-1 PROJECT _ SURVEY / EXISTING CONDITIONS C-3 LOCATION DEMOLITION AND SITE PREPARATION PLAN C NEIGHBORHOOD PLAN C-5 -i- -� �==rr ,� - LAYOUT PLAN C-6 — =-= GRADING AND DRAINAGE PLAN C-7 x:ham•-� r �_.0 _ UTILITY PLAN C-9 I -,'�=� - -- - - - SEPTIC SYSTEM PLAN C-9.1 LANDSCAPING PLAN C-10 LIGHTING PLAN C-11 0-9 SIGN PLAN C-12 1 Er 1 1 DIX ROAD — L AERIAL MAP NOT TO SCALE SHEET TITLE: COPYRIGHT©2017 PROJECT NO. DATE SHEET APPROVED BY OWNER NAPIERALA CONSULTING PROFESSIONAL ENGINEER, P.C. �` � Z ;'f�l 1 6-1535 14 FEB 2017 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED t/ FASTRAC CAFE ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE TITLE SHEET ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON 773 QUAKER ROAD THIS DOCUMENT IN ANYWAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT ISF ' ILI REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE ass I NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER PLAN SEAL BY: TOWN OF QUEENSBURY NAME DATE NO. REVISION/ISSUE DATE SIGNATURE AND SPECIFIC DESCRIPTION OF THE MATTHEW R.NAPIERALA,P.E. WARREN COUNTY NY ALTERATIONS. NYS REGISTRATION#068733 , (� T111) O J Y > M .� °.� //NI = y � � . US � o I o w. i Qui c N 'UL p LO u o J Q m a / °i LLI Do N Q m IN/ N Q � rr m I 330 \ \ \ �� \ o \ I '(31g ' � \ \ \\ \� I I o I / 1 \ �/ \\\ 325 o Zone CLI \ I S7°20' 12"E S7°14 50"E — _ S8 38 49 E- -4 S32 49E S8°06'09"E — — — 187.32' -- 58.20' \ 261.37' \ 270.92' ` 200.00' Zone Cl - -_— /� > — I Crushed Stone Surface o / 25' Setback m � i / o N \ �� \` \ r �\ \ y \ \ I z SII `� ' i O I I I\ \` \ \ \ \ \ b Z c o Q) � \CC) \ \\ In s q � � � z � \\ II II \� � \ \III I /� \ �L II \ \\ I I I \ / N � r° Jp °o � onsa� p \ I I �\ \ \\ \I / L \ \ �� \ / I � 13 L -0 Qs / 1 / � I a Lo 1 1 ° Co 00bO \ \ \ LJ —ID IQ.q 0 E- 0 \ \ \ \ \ goy I s� 11 \\ �� W .(1) Q) 0 Cr 914 4-1 a) \ Ey 0000 o o `� \ \ VA �� o a \ �- � � 0 4 v ° \ \ Lj I I O O N M E INT 60- o �.Q - , N m his o `� / ` y4� \ / / \ \ O J J O J O N O O 0 C \ \ SSm T \ / r I \ \ ` / \ Q f E m a LL N � m ¢ Q) a) \ \\ \ T q Seo / s �J s 2°`\e \ \\ s w z =Q M C O �O Z Z II L J Q) \ \ S y / : N \ 2� - e 32 >Q N o0o Q ° U E o a - - - _ \ \ \` a 4 / 9 eta \ waw Q-zw N �_ m Q) � ° '� \ \ sP 9 N o) m y O� \ ,^ �b iio �o oQ ow�g o U oo m oNomo" m'o o C� OL S mJ 1 gtg I ° I Q _ og� oQog�Q� Q) C t \ \ Om I �� �i G�6 — °c o�m � ozoo�Fo� �� r m ^ 4" A2 u N N N F o W \\\ \ goy / \ I / 6 moo, Jet\a) / O 't9 \ \ .,rr c� \\`� \ r 1~ r �� o w° N 1 w m`°o "° I \ ` \\ I Seo /j/ ����0/ \ z O v \ r ��Oa�� � a y„ \ \ \ I y� // `1�� / o� o r L t �v m \ I yea° / / \011 / P N r O I N le) a ° \ J 2 / � Jed � - �� \ / oak � �`�a°� _ I / 0 a� r OL I moo s ° Q Oo � � o o � m � \ \ \ ` / ' 99 6 \ ��o moo ° � ° o 'er o, � ° y .., o \ \ _ �2 �� S�\US w° ° L- 0 r ` / Q) O Q) Q) Q) y \ \ — — m s� �\ ti a� M P \ � J Q) ° a) ° QS O Qom) \ \ o ` 00 / �/ u J O Co;_ Q) % Q) Q) ro O O (B N \ \ S QJ s a S I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Li- ILL U) a C 6 oP / / a 6> / / o m / \ C LO Co 00 El C12 LO Ilk- 0 ' �k �L \R LL o - - z O (0) 00 / 16 N U 9 N CD C) j U q. CD I-� 0 Cu 2 c N U Q) F-I 1I M O V v �- / m > Cn � Cr O a' Q) pr/ Z � 'Cu- z M Co V �� u / � E D 4� C � N p Q M M Q J \ N N Ca i-+ ° U Cz N "1 N LeiCo U 1 \ - ao C) (Z> 00 ° � •? � � a) o� � � o � Q) CA J .� O c'') aj Ci Ci N N ° a - ° ° �- ai o �_ ; Q) / Date December 28, 2016 ai oEk Co Oo00� m (0 Mm Q) U Q) r Z O N Q) i� M Q) L Co W > Q) W N ° O Q) Q) M O L O O C) Q) Q) O /� 1I O 'Z *k .p- = N ° i *k N (SOB m Q) L / opaW � � oO o � ° � UY� ° v) = ° LT ° N, N, CIO t• � � a) .� Qa06 �m Q) C) z �� WU� � � � � Q) 10 Q) 0 �� 0 � p � �� CO IM � m S _ 1 J � m � U o O p U= \ SHEET1OF1 D2161 DWG. NO. I G-1 44 WIMP i 1 LL Type of Soil Disturbance Sail Restoration Re uirement Comments/]Examples W No soil disturbance Restoration not permitted Preservation of Natural Features OL LU Minimal soil disturbance Restoration not required Clearing and grubbing 33 F- / ✓ /i // / \ gyp Areas where topsoil is HSG A&B HSG C&D Z Protect area from an ongoing 3p� J / / ea in ode stripped and ria change apply°6 inches Aerate* and apply 6 eonstfuetion activities_ � Q N ^e°b\e qA / / / /%�� \ \ ` `J of topsoil inches of topsoil Z Ne\ghtp 3 LU w // °% �/ % \� _ �\ / HSG A&B HSG C &I} V z tgo Rod\O J0*f%s ✓ i / // / / — — �� \ / Aerate and Q W ui P .me s i / // // I — ! \\ / Areas of cut or fill A 1 full Sail V O Q v) \4,1\Vc T Pte° // / / / / i \ (-x l\\ y\ / apply=6 inches ** \,\eg a\\t� / / i r \ R:est�tion 0 / / / / /// / I✓��//� �\� ` _ I of topsail (� Q Proper gs\9r Gila / / i a // / I I \ — 330 Heavy traffic areas on site (especially.in a zone 5-2 5 W N w Apply full Soil Restoration(de- Q Q Z / \ feet around buildings Wt rat within a 5 foot compaction and comc post Q Q m LL Q w perimeter aro enhaneem mt) Z cfl foundation walls) LU F_ 1 / NojreSpa"s Keep Co1LStrL1Ct1D?]equipment fra111 LU M Areas where Runoff crossing these areas_To protect a restoration not required,but may be 0 W LL Reduction andiar applied to enhance the reduction newly installed practice from any F n/ 0 o LL Infiltration practices are ified fora ate ractioes_ ongoing construction activities F li Z W applied construct a single phase operation w a 333— — — 1111 \ fence area 0 OLLI �aY,ds Nie Business?t ust J l j /%%/ I // 1 I II 111 I I Steil Restoration is required on a ~ a Real Esta / / I ll((�� I JI redevelopment projects to areas Wal-Matt R 400�� /moi/ \\\1(1 �\05 Redevelopment projects where existing impervious area will �� be converted to pervious area_ ,rea f�• � / // / �=J / 2 gp sci *Aeration includes the use-of machines such as tractor-dmvn implements with coulters malting a narrow T,92 23 acres slit in the soil,a roller with many spikes making indentations in the soils or prongs which function like a W G 23 f C mini-su6sniler_ Z —/ rids 141F of LL LAven�e 39 **Per"Deep Ripping and De- compaction,DEC 2008"_ Q 508612 v♦ J / a Z H \ parcel 47-t , 1 Ci LU / Oa W a I \ I / ' \ IMPERVIOUS AREAS (SHADED AREA; w / / ♦ BUILDING, PAVEMENT, STONE, AND = AREA TO BE PREPARED FOR 33p/ ^ 5 0 / GRAVEL AREAS) TO BE REMOVED. FUTURE CONSTRUCTION. r d \ / / 0 X33 DE-COMPACT AREA IN _ ACCORDANCE WITH NYSDEC LU CLEAR AND GRUB EXISTING w PROCEDURES. PERVIOUS AREAS TO FOUR INCHES \\ yo /� o c BELOW GRADE. i / / TOPSOIL, SEED, AND MULCH TO ESTABLISH AS A PERVIOUS AREA REMOVE EXISTING IMPERVIOUS \ \ \ IMPROVEMENTS INCLUDING \ \�� _330 \ \ BUILDINGS AND ASPHALT TO 24" BELOW FINISHED GRADE. REPLACE WITH SUITABLE MATERIAL PLUS A MINIMUM OF 4" OF STONE. I v� pc>at v z• L Nan Face ease 1< Corp / ds N1F esouY a Lan nop R ' w \ / n;ty Wol 6811713 _ f � Pt % • • '� / II I — — — EXISTING IMPERVIOUS AREA (BUILDING, PAVEMENT, p GRAVEL. ETC.) TO BE REMOVED AND REPLACED WITH v� C\ �/ ''�••. � •�`.• .'� / � k,P'G5� NEW IMPERVIOUS AREA (BUILDING, PAVEMENT, w \ 's, /••:' .;\.: / I 1 / SIDEWALK, ETC.) EXISTING IMPERVIOUS AREA TO BE REMOVED, SOILS TO BE DECOMPACTED AND 1 REPLACED WITH 4-6 AND RE-SEEDED TO v �a'� / : •./:• . (\ v I I N p�a` CREATE LAWN AREA. V A� � are= �•�ti \' / A \ / I �nMOM,D°U Z / ` Sit � ... .. •. ..... A — � � i � : Ur a or �°G3 ane �� I I A z wft N 01 IF Of ?nomas 122115 I� W Z n LF / /a cel 3 i 1�5,z� \ �i �, O \ / / / / �' hz�t p w � �r0 \\ „ 320GRAPHIC SCALE 2:1- __ 0 50' 100' w �y _ rr ��. — _ v =320 �z'GP_ a — 327 k`� E e ,,� / \ °�� ° /7 °ko w IN FEET — — — — — — i/ ` — OHa � j \ \ — — — �/// —o, 1 inch = 50 ft a / m• 5 K- t r J OHE — —DHEul J County Rte 42 -K �3 � w M LO o 1 � venue � 4� ,�� J o r NA Z Z Q ti Q �, 2 Lu m - m z � t �°ao' 1w 2 2 in D J w O t o _ n ¢ate GP Jg.l LL [L ti N Z W D _ Z K H °,S, — Q N d t l \� a w w z Y'3z elf R 2 V� �e� �'r �' n w w < Z ' w J Z O ~ a 3??3 U IL ❑ r U LL ooMp,3 \ • o�z o. m<,Tu awe°zU M \ N 2 fY D¢¢>U F O w ®0 O O ¢Jw0 Oy2>0 ZZWmwmpU =0 J �2uwiwmF Q�o3U g X220 Uj J< O¢9 7 2 O2 01<- o �¢O dQ' w�aiy¢w OQ_LU O O w Z Y w w 2 O ¢ ~ <LL2p- ¢ w W Z O ¢tn U lwi2 W �j�W Q= w m�w cow Z F w�CL tl< Z O--2 LL Q_ �aoa¢¢¢ ¢o2¢mo Y SITE CRITERIA CHECKLIST p PROJECT SITE INFORMATION ` ADDRESS 773 QUAKER ROAD Z U' TAX MAP ID NO. 303.15-1-27 / � > N ��o� ea BOUNDARY SURVEY PROPERTY LINE INFORMATION PROVIDED BY VAN / p DUSEN & STEVES, LLC Q Z TOTAL SITE AREA 7.230 ACRES W a h m/ LAND USE GASOLINE/ CONVENIENCE STORE LL O O N N rY -um)BUILDING SIZE 5,800 SF a 1.L Z LU a r LU LU *STORE TO TYPICALLY HAVE MAXIMUM OF 6 EMPLOYEES WORKING DURING Z L A SHIFT. SEATING FOR SEVEN (7) PATRONS PROVIDED INSIDE. ♦ ♦ W a L V a Ld REQUIRED PROVIDED a (� Z 0 LU ZONING INFORMATION a a > ZONING DISTRICT 254 AST ERCIAL DESIGN GUIDELIIVE NE AREAN THE RTE (n C a Z Cn 3 ,r� (� LL O W O Ln BUILDING HEIGHT 40 FT 26 FT U Z / CO MIN. LOT AREA 1 ACRE 7.23 ACRES LU LU Noone / o o MIN. LOT WIDTH 150 FT 571 FT AT FRONT m ded SETBACK MIN. LOT DEPTH 200' 922' LOT COVERAGE O oLL An (TOTAL IMP) 70% 38% F Z ❑ / w 0'�4J� FRONT YARD SETBACK 75' 68.7' a LU REAR YARD SETBACK 25' 709' a O a SIDE YARD SETBACK 20' MIN; 50' MIN SUM 44'; 215' SUM / ACCESSORY STRUCTURE GREATER THAN 120 SF REQUIRES A BUILDING PERMIT AND MUST COMPLY WITH SETBACK REQUIREMENTS / PARKING DIMENSIONS 9'X18' 10'x20' / PARKING SPACES 31 PROVIDED CONVENIENCE STORE 39 (1/150 SF) 3gBTOTAD SPACES Z a / 6 J DRIVEWAY INFORMATION a Pia CURB CUT PERMIT N ° WARREN COUNTY DEPT OF PUBLIC WORKS ------------ Q _ ---- a� N\ PERMIT APPROVAL REQUIRED w` UTILITY INFORMATION O m WATER PUBLIC (TOWN OF QUEENSBURY WATER DISTRICT) O SEWER PRIVATE STORM PRIVATE \ GAS NATIONAL GRID O * or qlpr 9 ELECTRIC NATIONAL GRID M 9 99 2S'sefb de ENVIRONMENTAL INFORMATION YT.1 FEMA FLOOD MAP NONE ♦n V SHPO HISTORICAL NONE IDENTIFIED / \ SHPO ARCHAEOLOGY WITHIN ARCHEOLOGICALLY SENSITIVE AREA* W WETLANDS NONE F Z xaa F NYSOPRHP HAS REVIEWED THE SITE AND DETERMINED THAT THE III PROJECT WILL HAVE NO EFFECT ON ARCHEOLOGICAL RESOURCES LU DEFINES ZONING VARIANCE IN TABLE +y,2 W 01'� o _ _ — — PROPERTY LINE Q � ° - S6, a� REQUIRED SETBACK ILO � � m M� V� J) — 0' RESERVE (BANKED) w 00 \ PARKING SPACES � T- TTTTTT � /•PcS-^ a,e 0 y_ > LU/ C) \ CO Pyp�3C 5u�ac ILO a AREA T0. BE LEFT PAD_READY 1 p•M... 6 \ e (BUILDINGS AND PAVEMENT.REMOXIED, • ' ' S7 \ � GRADED GRAVEL. TO REMAIN) is. r. ■ ■ 94' M \e y ,- r - I co O e5 SNtb I 9 Wdo F4 N \ \ -- - \ M :_. ... C) � I—� H Ar w U ^ lb IvSt ��� •.° .• •< m 6 .tee ^ ; 7 S tba k 5�;0., F Chace � �• _ \ � � `ted',� ' *� � � � � a W � Z �' �V 6' F1 41 y jvtn R� – r e•`" W U K i GRAPHIC SCALE — — — — — — — — — — — h 200. 17' o _ 203.20' — — m N80°21 '54"W N80°26' 19"W 0 50' 100' wo a � j LU a 1 1 inch IN FEET) ft 0. � County = 50 ix � venue LO I'll- `fl fi -K '13 u. M LO a � r N II \ • a � "�a m Z r m r - 3 ¢ # 6 d ' z o <IL W w¢ Q LL LL G Nz r ow qq* 1�I f `ew y W14 \ LLJ LU Z -) a cai ". a ❑ 0 LL \ - ld O� =J¢ ~ a Z=O n Z W >H F U O w O o o a ' H W z�=ort NO�? fY O(rQ0U Fa0=W �O w0=a >0 m Z m 0 A • i ®O W 3UWw0F 5-zzo u -s C,J Z -0aUZO ox C7a OfaiJO \ � m�w� F��Z O F �¢O oma �� ��¢°oma ., II \ O a W �=ZOOw Zy ww S��a ~ o–w–� jj�' W Z O amwLLxw� 7i5owZF W w O U W ECL tlZ a �aoaaaa aox¢m0 Y LAYOUT PLAN KEYED NOTES: w 0 F BUILDING MAIN ENTRANCE W Z OBUILDING SECONDARY ENTRANCE ♦ \ ` 3 DRIVE-THRU WINDOW Z Wa 0LL 0 \ ♦�j9 \ 4O MENU/ORDER BOARD V ♦ . Q � Z LuLu Lu ar 99 S��bo O SPHERICAL CONCRETE BOLLARD V w z `� a a W w Lu to ♦ \ ` O ACCESSIBLE PARKING SIGNAGE V Z V ♦ wa 7O "NO PARKING" SIGNAGE INTEGRAL CONCRETE CURB AND SIDEWALK V) Q z j 8 (CURB FLUSH WITH PAVEMENT) Q m LL CD Q w Ln \ C\RS 9 INTEGRAL CONCRETE CURB AND SIDEWALK LL Z O (CURB WITH 6" REVEAL) W ♦ \ CURB TRANSITION SECTION W 10 (CONCRETE OR GRANITE AS NOTED) m w0 ACCESSIBLE CURB RAMP F 0 o o � Z w 12 ACCESSIBLE PARKING PAVEMENT MARKING a tiQ�♦ \ 0 0 w v'Q 13 6" CONCRETE FILLED STEEL BOLLARD WITH PLASTIC COVER a H a �' ♦ c> 14 BUILDING-MOUNTED LIGHT FIXTURE `o m 15 POLE-MOUNTED LIGHT FIXTURE Car o � / 16 OUTDOOR SEATING Na\\ se F eoce F s 17 FUEL ISLAND CANOPY Z ase torp. 8 \ 18 FUEL ISLAND CONCRETE PAD J of rces hand rop Res°U \ 19 FUEL DISPENSER a. pity WorkX13 / FEIGHTUTURE PARKING SPACES 20 CONCRETE PAD ABOVE UNDERGROUND FUEL STORAGE TANKS g1 ommu s � � O Ci \ 21 CONCRETE VEHICLE PAD 0 15 22 ASPHALT PAVEMENT SECTION J 23 e CONCRETE DUMPSTER PAD AND TRASH ENCLOSURE 15 �Q 3030 24 GRANITE CURB WITH 6" REVEAL aDUMPSTER$' \ O G \PFB d W <0 4-25 4" PAVEMENT STRIPE (COLOR AS NOTED) y AIR PUMP Lu N96 _ 27 DIRECTIONAL SIGNAGE (AS NOTED) p 15 �QjO� •�Aae ati: * 19 � d� \ 28 MONUMENT SIGN •d (DIESEL) 15 29 LAWN/LANDSCAPE AREA O Gan e or / Aa a �.a•. �: 17 18 SNOW STORAGE AREA A . AREA TO BE LEFT PAD READY I .• . (BUILDINGS AND PAVEMENT REMOVED; / N GRADED GRAVEL TO REMAIN) 0" 4 21 FUTURE VEHICLE 1 �� I `.z. ;° v 3 C\RS d�a\rer s w P CONNECTIVITY WITH 17 18 a\rg Q 3\ \ \ ADJOINING PARCEL .�A. .�,A•.:'Q rA �� 14 13 \ g,5 gu\\ oa0ru�s vi d , 3 2 14 6' "Ourk r O \ a�j 26 e:. A ■4► . a 14 43' � � C, 9y / \ I 55 E\e fig• ` W 32 \ Pare �/ �i\ ;• ` ' .' • t X A�•. : A ' . A:A a .:�!.. ' . I 4` 16 4 15 FUTURE PEDESTRIAN ill Milld 2 ` \ ' • 13 CONNECTIVITY IF Of urke 26'-, 6 d . F' L dere `\,� ♦ 15 I 19 4• . i : 7 'C `° 9 �homa 1�'t211 d. !� Im. \ y 22 �S ■.A:•.. a� ••x A` ':.GAi .". 6 1 16 1 p,•.. p .. ° N FUTURE VEHICLE �.: • .. .�. N C° CONNECTIVITY WITH ONNETIVITH %/ •a. A ,Ie_ �-�•—•� 57°x/ .L •"?-- CA GAP ' 3 R`sOrF t Z Ito' W •d .. pd .. .. , � :•A. Q ♦ .'i N r U ,• JA V 15 etback 5 8 15 w U n �\O M M F ' 29 ♦ ti a c 10 12 25 0 10 AG g �\ W 2�3� ` (CONCRETE) (CONCRETE) _ �� z w w o ti a HC� 2 � Z � � 3 w � � ♦ ti O D � i� ^ \ \ ♦F 15 30 10 8115' 15 / 24 \ G� OHE 29 OHEZ OHE ` W Rv0��� OHE OHE \2\m 3 ,, ♦ ��rr 1$ H OHE 15 rn 24 15 36' 32G A� ♦ �• 26 15 are�� \n�- GRAPHIC SCALE ,323'2G G�.69 \\ � may 200. 17' — OHE .203.20' �G 0 30' 60' ' \ru Czvn�32 — — — — — — — — — — — — — — N80°21 54��W N80°26 9 w OHE H OHE OHE T' W �10 J, 32A 32 1 inch IN FEET) ft a 323.3 326.\9 �` GAP S �1r ree �n\eo�� \r� ~ O — �� uj M M U O �,LL 1�L 1L Rte `�C 2 o w� a � r N II �Ave AAI \ 6 >Q # �N ` \ ti ¢ate r 11m1 r Z � i�1 6 J w � W LL \2\m�3e56\b\el / o� L a � i z d z r q o N tiFill G� 325? Lu Lu \ — — — — — — — — �s < z o i" a a o w 1� GM�/322 3� \\\ �tiF z =waoZ oZ�� J \ n—W \Y\ \� H W zx ort `n ~ U \ \� ®ZZ ID 0- OX, wp=pU ? �O(r¢�U FaO=w \\ \ (n 7D pzaJwO U>z>0 OX, C)_j gUwczzz p�°zow,n LL, 1 �_j oa7izao .C7a�WLD J Z m�w� �¢O a-w F 050. w w y¢w 0Lu U)�W 4=O�w ZY wwiOma ~ z—n ¢ w W Z C1 amw,=w� � a= W m w O U z F W ACL CL�Z a �aoaaaa aox¢mo � GRADING PLAN LEGEND w 0 / 458 EXISTING CONTOUR GRADES w PROPOSED CONTOUR GRADES Q Z wa aoc Z w W r / 459.8 PROPOSED FINISHED SPOT ELEVATION LL c LU TC=459.8 PROPOSED TOP OF CURB AND BOTTOM Q QW u.l BC 459.3 OF CURB ELEVATIONS W MEE MATCH/MEET EXISTING ELEVATION _ W Cn in Ln LL Z cfl LU LU zz LU LL w J O LU LLI \\\ \ \ I \ IL IL Nay\ O�F erre \ \ / Bose \ // \� �/ I es Co a. _ _ _ Lands °jj� Of p Res°UrC / \ - (� LV V�°fksh 13 Z C') Coolunity Wrl / 329 / \ I _T T TF/ \ \ I I I I� LU G• F I \ I � \P / \ \\ \ \ I I I \ 1 , � \ 328.XMI LU .p � // // \ \ 326.6 � � \\ I � I/ \\ ✓ 1 ��'/ / 0000 326.5 ■ 327.4 \\ \ ' /I I \ \ 1 \�\R��\ \ d•p\reC s w \ \ \ 3 4.8 \ P. 32a 31 \ // � / I / , - � ■ ■ \ ■ ■ M \ M TC=327.5 / \ \� � \ \ \ 8 O�urU v� X= \ 0a BC=327.0 - tc,c �4'" /) �J � \1 ■ ■ \ ■ ■ BC-328.2 \\ i � / BC=32 .5 \ \\ 3?s � 11 II \\ > 32q 55 \ E\ems W cof N ■ ■ ■ ■ / / \ I T =326. \ �0 , Oa � / C=325.9 � \ f =328.5IF Burke �� / \ ■ ■ \■ ■ C=328.0 �- \ ::`• / / I \ Lands e�jah f�a" i / ITC=3267 326 \ Jer 80326.2 � J \ \ as & ZIP 5$ r \ h°m 142 \ �� // ' \ N ■ �/ ■ ■ 327.4 ' FFE=328 / 327.2 I \\ \ \\ �0 0a / 32 .3 ■ /■ ■ ■ i / LZ/ J I \ \\ \ TC-Z26.5I \ 2 I � ME 8 \ \\ oyF / / / 32 4 // C=328.0 C=3 8.s I MEE o \ // �/ TC=328.4 TC= . \ I \ \ w `/ � z 26.8 ' yF \ / ■ ■ / ■ BC=327.9 28.3 BC=3 86 / \ \ \ N .� TC=3 .7 TC=326.7 I \ \ \ H W W o O \\ ` �3• �� 328.3 / ^�ti BC- 26.7 BC=326.2 MEE �� l ♦°yF \ 327 327 327.6 U, / �� \ \ \ w O 26.6 ITC-328.d5 TC=328.0 1,� 'y `I \ \ \ W w ,32 1 \ i - 3' \\ \ - 'h / BC=323.5 BC-328.0 BC=327.5 y W X38 \ / 27 / 91 ° \ - ' '/ / C 327' \ \ \ ~� � O � � \ I tiF \ - TC=328.3 / / 1 I ^ BC=327.8 // 32 .4 / 326. i ,y�y�` / \ I \ h--� Q z 00 OHE \ v w OHE �e 327 1 327- Gtr L ' - OHE OHE L - _ \ `\ \ i - - ` - - - �J 2�a ✓/ / OHE OHE ` ^\ n `' / 1 1 BC�324.3 \ \ \ 320- 3`O A� F/-i P- v� x � - J \ \ \ `n _ AO I I 1 GRAPHIC SCALE m -oma - - - - - - \1 CID 3269 I - - - - - - - - - - - - �_ - - - - - - - - - - O _ -= � - OHE � _ \ � \ �-- - - - - - - - / � w � env 15 �,� I / / 32 \ - OHE '►)�' HE ��-Off - - - OHE - - (IN FEET) L /r 1 inch = 30 ft a 32 3� MEE Ln � 22.8 � - County Rte 4 -- � � ��� "� M "' 2 P4� ��� a r N II / I / oyF \ w a 6 '� # W m r Avenue mw0 LU z �m-326b\el I �� W LU LL rs �r z d ��� `� e� aLLJ� (D zLU r v \� / / ' llJ J \ c� 325? h - - - - - - - - - - - - z o w a a \� 1� '3 9­ 3� \\\ / // oyF z� =waoZ ozo J n-W >�FU�w F�pa \r \� OJw aw?°� 53 7D 8 \ \\ ®ZZ 2(7WWj� wp=pU OY- _ J 2u]wQO Q�p�Uj ID J Z o¢H °o¢�uo �¢O oma� ��¢°tea d w F ZOF w�aiyaw 0�W<LL 4=O�w ZY wwi��a ~ z-n ¢ w W Z a (m) mlwLz,� �j�wa= W m�w O U Z F W ACL CL�Z Z6 V3 a �aQa<< aox¢mo O 1„ \PFS UTILITY PLAN KEYED NOTES: W COORDINATE LATERAL SERVICE CONNECTION WITH TOWN Z OF QUEENSBURY WATER DEPARTMENT. RE-USE EXISTING SERVICE TO MAXIMUM EXTENT PRACTICABLE. Q Z O2000 GALLON GREASE TRAP (SEE C-9.1) W F SEE SHEET C-9.1 FOR Q \p CONTINUATION OF SANITARY LLQ V 2000 GALLON DUAL COMPARTMENT SEPTIC TANK N �X99 SEWER PIPING TO PROPOSED "' 3 1 I ~ w r / 99 MOUND LEACH FIELC (SEE C-9. ) a Z W Q �'O°ded 4O 6-FT DIAMETER PUMP STATION (SEE C-9.2) w Z VW a a ww / ` O 4" KITCHEN WASTE a (> Z V / O � a > }4" DOMESTIC WASTE _ Cn (n CY a Z ZXe d 7 4" SANITARY FORCE MAIN a m LL CD o W m Ln LL ELECTRIC SERVICE CONNECTION. COORDINATE WIZ `O EXACT LOCATION NTH UTILITY COMPANY. W OGAS SERVICE CONNECTION. COORDINATE EXACT W LOCATION WITH UTILITY COMPANY. J LL o 12 ~ Q LL / oXe\de v Z w LU w IL O w s6�/ ILO O cQ m t \n Ce P 0s� SeZ,z� Nay\ �{ F erc E��s 8�se M pe Z Corp' / J Of a nds NSF Resourcesa. t Works X13 / >_ c°mmunrl y 6s r J 0 0�` N`8 ory — — — — — — — — �0/ G�ardp`p e I T T T I T T T LU w N o� a .( \ ,CO 2' \ a�0 Phphalt Gane, • �• q 5�`�ace O 00000 000 's W U 8 r k pu Psprac2 // ZIO O= Map e 5 11VO 0 O OZ Sur{ /� 59 2 55 \eco c 4 ® > GMp - 3 6' LU face rY GoF Gas Ure 1, � Parcel ]CIO ou Lads NSF Of Burke 6 F :.,. n "'ia ere , 0006' mas & 2158 �ho 142 J C'� 300 per( 3 N \NaC LreS OW co ^, L-----J L J L-----J O O 2 "O 3 0 'P 20\` GMP tiF `it`J` QyC1 3 fjm 5 pace e ♦ �R 4Parc SPf�ce SpEace Ln � ` U he 9 8 ` % '\' Sp �••� 2 W ✓ � q ti^ x';32 \ °�F W Map �1 J w � W OwOHE W OHE � 327 6� OHEOHE OHE OHE HEA-7 �U DHE e 320 �� )~ � � ar AQ GRAPHIC SCALE C ori °T0h 32G 0 30' 60' ❑ 5„ GMP,3232 �`m/32�6J 200. 17' O _ DHE 203.20' . f — — \� — — a env �/ N80021 '54"W N80 26 19 W OHE HE DHE OHE w 0/ 32�32 1 inch = 30 ft a 323.3 326' , �1r ccc n elO�v \r� LO I'll- -K O -K �� w M M Count Rte 42 P4N �, a r N °y w J o = Avenue F }Q # `° / o �. a �' a m 0f z r r ��N ~ w Q ~ IL 2 2 a w 0 �m-326b\el �� LL a z \racce� / ��5 Q� aLLJ� (D zLU r tiF y r�W �yU z o w a \ n, a4 w 1� 3223� \\\ °tiF (D =waoZ oZ�� \r J \ n—w > FUw F�pa \\ E; LL" a�w�GwU \ \\ ®U)(DZ Z 2�ID,, wp=p-0U \\ \ N 0 F>O>0 ..n \\\ \ OY- _ J 2u]wQO Q�O� 5�zz ' C7 J Z o¢Jzao °o¢�uo �¢O oma� �10ZOF w�aiyaw W 4=O O w Z Y w w i O D a ~ <LLz-`n a w W Z (m) amL)w �j�wa= W m w O U W ACL CL�Z ZOO<z F w a �aoaaaa a0= 0 ZZs I x, Av O \`\ Lu m Lu 0 o 1 `\ Ilk ° ° r r� \ I \\\ TWO (2) 18—FT LONG 1 1 \ Z o o m \ \ 1 \ I \� \ / 2 DIAMETER MANIFOLDS \ 1 — 1\ \I✓ I a oc W Lu Y L } Lu / I ? \\ \ COMPARTk(ENT S�11C TANK \\ \ \ \ I \ \ % ' G% G �\ / // " 1 / ////� ~ _ N W CnCn z � \ \ INV OUT=3,23.8 \ \ \ \ / - _ , J / LL < o a \ 2000-GALLON GREASE TRAP ® INV IN=34.0 `�\ c - _ LATERALSEIGHT ) FOUR ON EACH MANIFOLD); \ G \ /- \ cn L w \ INV OUT= 24.1 0 0 , / / \ \ ( ); \ G \ M INV IN=324. , // // \ \ \ EACH LATERAL WITH f ORIFICES \ -- - - s _ ` l 1 / //i/' ~ W o / I I SPACED 7 FT ON CENTER. �i _ _- `�35, i\ l ~ Lu 4" SCH40 PVC AT z \ o_ s �. \ / �`� // �/ �0�O -- m .02 F1/FT MIN L: ` • DUPLEX POMP STATION / \ // / v \�� \ I I J - ' \1 / I / \ Lu 1 \ INV IA1=33.5 � ,�, °m \ / // \ ' \) I I\`\ �_ CLEANOUT I I I I \ F � LL �� �'a . , / FM \ / , \ I \ ALTERNATING VALVE BOX 20 1 z ww \ s. \ / \ • . ■ �,° \\ 58Q LF // / / 1 // 58� 50, E // i Lu a \ . \ / \• •�° �� //' \ ► \ of 4� / / /� /, w \ 4" KITCHEN WASTE \ ( m i \ soy / / INV=324. \ \ 8Q PV r 4" DOMESTIC WASTE UNE \ / 4"\SCH 40 P °,; FT ° • ° ` '� \ \ C FOR l \ / AT1*0.01 FT �p - - - - � \ C� INV=324.8 ®\� � � ° • r� \ / MAlly I `32 / \ s�\\ r�°` • I \\ ._�� I PERE 1 // �+ ` I \\ ' 26 ;3? „E / I I I— _ SOIL TEST PIT DATA /I \ I - - - - - - / 3 1 � .�2� �9 � I —56- L INDICATES V INDICATES OBSERVED \ 1 \ \ PERC � GROUNDWATER Lu F- 4.- - - � ` - � �\ `\ 1 \ \\ \\ TEST Lu \ \ I r \ \ \ \ Cl) Lu �\ - -, �- DEEP 0 1 \ \ \\ \ \ � \\ TP N0. DH 1 TP N0. PT 1 TP N0. PT 2 � � \ PER 2' - I � � 3291 3301 3271 FFEI328.8 �� `\ - - / � � - _ \ ` - - ' � - � \� \ \\ \ \ � � � GRD. EL. GRD. EL. GRD. EL. GW. EL. GW. EL. GW. EL. V Z 0. I \ °� \ \ - - - - - , , - ' / ( 0 06 O9 E // \ \\ \ \ 0 LIGHT BROWN 0 LIGHT BROWN 0 LIGHT BROWN a d \ I 3�4 \ `\ �• � / \ - - - - - - � � S8 / , w \ 1 SAND 1 SAND 1 SAND J w � W / \ ENCOUNTERED 2 2 � I \ \ \ � // ` \ I 3 3 3 z / ,- _ BEDROCK w / \ ° / // ,/ I I / /i — , ` — — — -330 — 4 ENCOUNTERED 4 - PERC Tm ruE: 4 PM ,Esr MME.- 5 — ME: F • / 5 AT 18 5 — TINE O6": 10:15 5 TIME O6": 10:45 w E I z ° / 27 iJ / I / — ' TIME O 5": 10:37 TIME O 5": 11:06 = \\\ / \� • ° 6 6 TIME O 6': 10:38 6 TIME O 6. 11:12 N I 1 1 7 7 TIME O 5": 11:08 7 — Z-1 TIME O 5": 11:42 I TIME O 6": 11:10 TIME O 6": 11:45 TIME O 5": 11:40 TIME O 5". 12:15 W \ 32s I I \ $ 8 8 F- 0 0 I =1 9 9 9 \ \3 00` 200- ;<f - ^ S8 38 12 12 12 l 1 _ DATE: 12-09-2016 DATE: 12-09-2016 DATE: 12-09-2016 TEST BY: R. IVES TEST BY: R. IVES TEST BY: R. IVES PLAN VIEW GRAPHIC SCALE � `� �' � `° � � 0 30' 60' Lu WITNESSED BY: WITNESSED BY: WITNESSED BY: � ' /c to / �� / �j/ � � C-9. SCALE: 1"=30 (IN FEET) Z 1 inch = 30 ft PERC RATE: PERC RATE: PERC RATE: O I cn MIN./INCH 30 MIN./INCH 30 MIN./INCH Lu 111.0' a o MANHOLE COVER BROUGHT TO FINISH GRADE -H FINISH GRADE O 212" MINIMUM H � z COVER e LU (� `r 24"x24"x9h" THICK P' Z CONCRETE PAD �r N 24" CAST IRON FRAMES _ _ o #4 H W Z o G ,. a ° L-3' JR SMITH 810 — ROUND FRAME W W U AND COVERS WITH GASKETLn (GASTIGHT) WITH 'GREASE _ _ WITH SCORIATED COVER COVER (OR 4' MINIMUM EQUAL) — SAME SIZE AS SEWER m TRAP' MARKINGS, 2 TOTAL LIQUID DEPTH OUTLET FINISHED GRADE W C INLET TEE OR PAVEMENT W w w TEE e � < GRADE RINGS o •� �n AS REQUIRED 24" DIAMETER PRECAST CONCRETE c 6" MIN. 3/4" TO 1Yz" TONE MANHOLE COVER \--STEEL REINFORCED o ' 24" ° SEPTIC TANK BOTTOM ON LEVEL STABLE BASE — O W z U ��� EXTENSION SAME INLET U OUTLET ',\ SIZE AS SEWER INVERT PLAN VIEW CROSS SECTION VIEW LONG SWEEP WYE ' o 110 INVERT SEWER — SEE UTILITY PLAN w 4" PIPE NOTES FOR SIZE AND MATERIAL a AND FITTINGS 1) SEPTIC TANK TO WITHSTAND H-10 LOADING UNLESS Lu UNDER PAVEMENT, DRIVES, OR TRAVELED WAYS a STANDARD WHERE H-20 LOADING SHALL APPLY. a FLOW FLOW 2) ALL PIPE CONNECTIONS AND CONCRETE LO I'll— NO. p o CONSTRUCTION ARE TO BE WATERTIGHT. OF GALLONS: 2000 GAL 63 � w M LM TO M 3) INLET AND OUTLET TEES TO BE CAST IRON, �P4� �� a r N II b, b'° SCHEDULE 40 PVC OR CAST—IN—PLACE CONCRETE. a �, y m< z t m r BACKFILL WITH b'° b'° w a � LL. TEES TO BE CENTERED UNDER MANHOLE COVER. z z "' 6 J w o Lu COMPACTED GRAVEL IN LL a z z ° �°�° 4 TYPICAL SANITARY CLEANOUT �- z� 6" LIFTS �'� e� a Uj cD zz r 000 i d a f�W 5 � u F 2 2000 GALLON DOUBLE COMPARTMENT SEPTIC TANK c—g. SCALE: NTS ��' w �° S L � z o w 6'° �j� NOTE 1. SIZES MAY VARY BASED ON (;-9,� SCALE: NTS a MANUFACTURER a _Z SECTION VII�V 2. GREASE TRAP MUST WITHSTAND w~a Z a t � =tea Z -r4R4 i—?w >�FU°w °ooh Ld 6" COMPACTED CRUSHED STONE H-20 LOADING ®z z o?o?00. o N a Z m U mw ■ =o J w�� g zzo 3 2000 GALLON GREASE TRAP �Jz oa�Zao oaa��o ��—. E<0 oJ10 ,7- 0 Zow w� °Q� SCALE: NTS °aw °w=> ww=o�a z-� a w Z p a°�LLsw� �j�wa= W mw O U Z W C Z Z O T<�LL a �aQa<<a aOx¢mo � LANDSCAPE LEGEND Z KEY QUANTITY LATIN NAME COMMON NAME CALIPER HEIGHT ROOT SHADE TREES \ ® 4 ACER RUBRUM RED MAPLE 3" B&B O Z- U 6 PICEA GLUACA WHITE SPRUCE N' B&BQ W ` SHRUBSLU \ ♦�j 2 0 24 JUNIPERUS VIRGINIANA 'GREY OWL' EASTERN RED CEDAR, VAR. GREY OWL 3' CONTAINER ?j H M sa oc W LU 99, Seib EG ♦ ♦ Y } V Z Oct XX LANDSCAPING NOTES: ♦ ♦ W QLU \ 1. ALL TREES AND SHRUBS SHALL BE SURROUNDED BY A BED OF BARK MULCH a V Z V SPECIES KEY 2. DEAD MATERIAL SHALL BE REPLACED AND PLANT MATERIAL SHALL BE a > w \ QUANTITY REGULARLY PRUNED AND NOURISHED TO MAINTAIN HEALTHi _ Cn LU 3. TREES AND SHRUBS IDENTIFIED MAY BE SUBSTITUTED AT THE OWNER AND/OR Q o u) ZXe\der \ LANDSCAPER'S REQUEST WITH SIMILAR/ALTERNATE SPECIES BASED ON a m LL o W Ln PREFERENCE AND LOCAL AVAILABIUTY LLZ / ` ~ W _ OO J LL 12 r O LL / °Xe\de ` U Z w a LU 'y57 O w a H a S6 GG o \ 0 co / \ m Ci°r 'sk ZEZA' Z \46\\ Se�F e °e P° \�S \ p� r �-�o � J M°p Of ces Corp. 8pse a / \ W ds NSF esour La nkshop R _ a Wo X13 / EIGHT (8) LAND BANKED Ca Ommunity 6$� / \ FUTURE PARKING SPACES / — — — — — — — — gtardP`pe a 7 T I -1 T T DUMPSTER$ G \� • \P h G'� / 4 I I I I I I ILU ti N AR o w F_ oQ NA � CO �/ / / ■ etiell- 2' .° .0 / Phphalt Gan r / / ■° a e . a■e Al 5u . . � a•. ° 7� 6, AREA TO BE LEFT PAD READY a 'QO0 ° : SPfvice \ cl^ ��� / (BUILDINGS AND PAVEMENT REMOVED; ■ , ° ■° FUTURE VEHICLE �h� GRADED GRAVEL TO REMAIN) .2 009>-), 10 °a° \RS \refs w 1 C d ° , \ CONNECTIVITY %ATH \ ADJOININGRCEL ° �a ° P` \ • a�r9 \\(3\ I ° °° . ° 10„ po 3ZSur{ace / b a Map e 5 „our\c�� g > 5PG 6' w MP clof \ PG \ \ \ r g7 a a cl 8 FUTURE PEDESTRIAN F c s CONNECTIVITY Of \ I '� ■ ' ° ' °° ;0.:`. ands N�rriah 3 \\`� \ °° °� ° °. •° i � .e • � :.,, ° 6as & der�58 .1L 5 ce 001 �22I \ mss, ■ ■ ° � °" ` 1•. ,<a �� FUTURE VEHICLE 1 J� e5 \ � CONNECTIVITY WITH ADJOINING PARCEL °L p -A L LNNI Zo„ GM \ — ■ a ■ • °.■ . reel 3 5 ce P a L5 n `) .41 75' Setback --\ SPfvice PSp�a�e N �■ \ g�cEa � f–� W W o G � vv I--I W z H M v 6 JV \ 5 6 JV JV 4 JV JV 5I� M \ 05F �gaple Q \ �� ♦ � � � Woa ZN G6 (O fi z 327 yr A7 = U OHE 3 AR �,3�G �c — GRAPHIC SCALE in ,323'2c S69 \\ � 200. 17' O R0 OHE 203.20' \\n�,32G AG 0 30' 60' ' EXISTING IMPERVIOUS AREA TO BE GMP 32 _ _ _ _ _ — — — — a RECLAIMED TO PERVIOUS AREA env 5 � N80°21 '54 W N80°26' 19"W OHE HE DHE OHE w (TOPSOIL & SEED) ��N 32A 32 1 inch = 30 ft a 323.3 326'\9 GMP r, 5,. GMP, �1r cce75 n elO�v \r� W) ~ O -K �3 M M Count Rte 42 P4� �,� a r N °ti w J -Z o = Avenue F }LU `° \ / o �. a �' a m Z r r 2 2 a <<Lj w 0 �m-326b\el �� LLa z a 3: (D Z r tiF y r�W �yLLJ LUU < z o a a c w 1� GMP/3223 \\\ �tiF z0 =waOZ oZ�� J \ —wa O \r \\ OJw aw?°�� `�3a�n� \ \\ ®ZZ 3:ID wj� wp=pU \\ \ N u.)ID 02�GwU F>0Y0 �i(. 2O J zcnwQo Q�o3Ur/i g 2 2 J z -0'<)L) Ox Oa o o o— ' Q 0 Om¢��� ?:¢iLOa F.<0. w�aiy¢w IL W<LL C)=OOw ZY ww20 a ~ 2—n a w W z� a°ULLxw� �jowQ= w m w O UZ wCL <Z Z0T< LL a LaQa<aa aox¢m0o � Y Luminaire Schedule 0 O Symbol Qty Label Arrangement Description LLF Lumens/Lamp Arr. Lum. Lumens Arr. Watts ® 41 A SINGLE CRUS-SC-LED-HO-50 MTD @ 15' GAS, 18' DIESEL 1.000 N.A. 18633 132.4 LU 10000 AWANa n ONCWAR ONTO 45242 USA ` 6 B 2 Q 90 DEGREES XAMU-FT-LED-128-SS-CW-D90-18'POLE+2'BASE 1.000 N.A. 28176 272 5, 785-520•IAx 5, 7"023 +® 7 C SINGLE PWM-S-LED-HO-CW MTD @ 10' 1.000 N.A. 5184 55.6 LIGHTING PROPOSAL LO-136606 Q Z 9 D 2 Q 90 DEGREES XAMU-FT-LED-128-SS-CW-HSS-D90-18'POLE+2'BASE 1.000 N.A. 20364 272 FASTRAC CAFE � 773 QUAKER ROAD LU a Q in QUEENSBURY,NY LL O V Calculation Summar BY.MWE ATE:2-02-17 EV: SHEET 1 a 1.L LU W a r OF 1 W Y z � Z Summary SCALE: 1"=30' 0 30 W L Label CalcType Units Avg Max Min Avg/Min Max/Min W Q ALL CALC POINTS Illuminance Fc 4.14 80.9 0.0 N.A. N.A. Total Project Watts a � R: V w Q DIESEL CANOPY Illuminance Fc 34.19 50.6 18.6 1.84 2.72 Total Watts = 9897.596 a > GAS CANOPY Illuminance Fc 65.07 80.9 39.1 1.66 2.07 w � CY N z INSIDE CURB Illuminance Fc 8.78 46.1 0.3 29.27 153.67 V Q LU a m LL LW LL z ti w w J L o ` r Z W i= o � Z w CRUS-SC-LED0 o \'s LED CANOPY LIGHT - LEGACY a ~ IL �0 Q0 m V e CoPosh SIDE VIEWS Sed Np\\ o{ Fen PERSPECTIVE VIEW w B�Se Corp. / +0.0 +0 ids �F R4ur'0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 O �,,y�� WLa Kshop 01 0.17t� 0®r 680.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �/ 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 + .2 0.2 0.2 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 BOTTOM VIEW TOP VIEW a + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '0. '0. '0. '0. + + + + + + + + + Z 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 � 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.3 0.3 2 2 3 6 0_3 - � 1 � 0 _ Q.,Q 0.0 0_0 _ 0.0 0.0 _ _ � 0� P g/ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �ardQ��e -S 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0/ 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.3 0.3 0.3 0.5 0.8 0.8 0.9 1.0 1.0 +,1&-- fi 2 T -1 -I�.Q - 6r8- T1 I 1.0 1.8 1.4 c�„2 G 0.1 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 J - +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + +0/\? +0.0 +0.0 +0.0 +0.1 +0.1 +0.2 +0.4 +0.7 +0.8 +0.7 1.4 +3.6 4.5 4. a t4..7.a +3.0 +21.6 1 +3.3 1 X1.1 1 +3.6 1 +91.2 1 +3.2 1 +3.0 4.4 �.4 +0.8 +0.2 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 w J e I I I I I I I I = + + + + + + +0. Xo + + /+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + PWM N 0.0 0.0 0.0 0.0 0.0 0.0 0 �' 0.0 0 0.� 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.6 1.3 1.5 1.7 2.1 +5.5 9.7 11.3 8.1 +7.3 8.2 7.6 8.2 21.8 8.2 6.1 6.2 5.5 5. 0.7 0.2 0.1 0.0 0.0 0.0 0.0 0.0 �,�' DN LED Wall Mount Light +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 J�Z� .O +0. +0.00 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.1 0.2 0.5 1.4 2.1 2.5 2.3 2.8 3.3 8.0 9.3 10.5 + . .6 11.6 +9.5 +8.7 +5.2 +6.1 10.2 3. ` +0.7 +0.2 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 p a. N ,g / ■q + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.0 .��.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.7 3.6 .6 3.3 3.3 2.9 3.5 4.1 6.2 15.8 �FO:�^ e�0.�- 4 .6 15.8 6.1 4.2 4.1 5.6 4.9 4. 7 0.2 0. 0.1 0.0 0.0 0.0 0.0 C>>0 < + + + + �,a�\� + + + + + + + + + + + + + + + + + + + + A°O * Qom. + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 e\ee,�or 0.0 0.0 / .0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.8 4.2 10.0 8.5 4.6 4.0 3.9 3.9 +5.8 16.5 TA .3 16.3 5.2 2.6 2.0 2.6 4.1 2.3 1.0 0.6 2 0.1 0.0 0.0 0.0 0.0 END VIEW + + + 2q + + + + + + + + + + + + + + + + + �• �+. + + + + + + + + + + + + + ` + + + + + + + PERSPECTIVE VIEW 0.0 0.0 0.0 Rr9 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 1.0 4.3 12.0 12.2 6.4 +5.8 14.3 . 9K a �3 .2 13.8 4.1 1.7 0.9 1.0 1.8 1.8 1.6 1.2 0.3 0.1 0.0 0.0 0.0 O 4 N 000 Xnef LU 0.0 0.0 0.0 .0 / 0� 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.1 0.1 0.2 0.4 1.1 +5.1 10.4 24. 18.2 6.3 8.5 18.9 23.2 18.6 +7.5 2.6 1.1 0.6 0.5 1.1 2.3 3. 13 0.5 0.1 0.0 0. C � , + , \+ + + //+ + + + + + + + + + + + + + + + + a 4 a QQ. . + + + + + + + + + + + + + + + + + + �+ of\ + SIDE VIEW z 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.5 1.2 3.5 10.0 3 .0 --56.9 +7°4:74 X9.1° 29.2 6.9 4.1 +5.3 6.0 5.0 2.9 1.6 1.0 0.8 1.0 2.2 4.4 4.3 3. 0.8 1 0.0 0.0 � 0.0 Ger G E'pr .nA < �.A 0 ) ` > + �+ Pan G + + + + + + + + + + + + + + + + + + + + + + + + + + + + 16. + + + + + + + LU IX 0.0 O.e / 0.1 / 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.2 0.1 0.1 0.1 0.2 0.5 1.2 3.2 10.7 3 .5 °657 a `+70^6'. - 6248 28.6 6.9 3.0 6.0 4.5 6. X5.5 °� • 6:w° • 1+3-0' �° 5.8° 4°1 ° 9 .° �. 9.5 3.0 0.6 0.1 0.1 0.0 .0 0 C\R� GOS ,re / A. M A M.A �� D + + + + + + + + + + + + + + + + + + + + + + I +° + + + + + + + 0.0 .0 ♦ 0.1 0 1.3 1.5 1.3 1.0 0.4 0.2 0.1 0.2 0.3 0.5 1.5 4.2 11.5 4 .1. .5 +80.1-� 4 31.5 +7.0 2: 9; 6 6. 0.6 0.2 0.1 0.1 0.0 0.0 Ic c F Land�erer,li \\ + + + + + + + + + + + + + + + + + + + + + + + + . + + + + + + + 5 \\ 0. 0 .0 0.1 3 1.2 3.1 4.0 4.5 3.0 1.7 0.5 0.2 0.2 0.3 0.3 0.5 1.5 +7.6 14.2 4 .04. 69.3 Qa +77.2 fr4.6. 29.2 +7.0�° 12. ' ..5a 2.6 1.Q 0.5 .3 0.1 0.1 O.00mass & Z,tl1 \\\ ■ A` ■ A . .I A• in �4 Tr XAM U OBJ 0. 0.0 0.1 0 2 2.4 4.6 6.5 2.2 0.5 0.4 0.6 0.6 0.4 0.5 1.5 +5.6 26.3 +4( .1° 8 80.9 .Z 31.3 +7.1 ' 2. 5.; 9 ° 2.0 1.4 t!1 1.1 0.4 0.2 0.1 0.1 �Ia�Pr�re� °a 4 . . a 00 LED Area Light A A A ° I - - I N W, ■a ■ ■ ° w. .. �. L-- °-� L L- ° ° + .0 .0 +0.0 +0.0 +0.1 0.2 1.1 2. +6.5 4.5 +2.2 +0.6 +0.7 1.5 1.4 +0.7 +0.6 1.5 11 16.4 4 .0° +6 9 7°° +�4.3`. +6 5.7, +30.4 +7.5 . °° +2 •.. + ^ -t .� + + ° °+2 +3.0 + 1 p +�1 +0.7 +0.3 +0.1 +0.1 Z a °MA iA 4 ■ m 0 0.0 .0 0.0 .0 0.1 0.2 0.9 2Q 7`�c��, 5rL?9 2.2 0.9 .3 3.2 3.2 1.8 0.8 1.9 5.1 13.7 41 3° y 6� 1 7�1 a .2a 31.7 15. �. °B. © 8 0.7 .1 1.4 .1 1.0 .4 +7.5 . 15.4 +7.2 3. 1.4 .4 0.2 0.1 V � Z u�o MArA ■ A M 41 W+ +0.0 + +0.0 +0.0 +0.1 +0.2 1.0� 1. +2.3 4.2 +5.5 +5.7 +3.6 +2.0 1.7 4.4 10.9 +32. +26.5 13.6 +24.0 +7.3 +3.0 1.7 1.6 +2.4 +2.8 +2.4 +2.1 +3.2 7.7 +24.1 13.5 11.2 7.5 1.4 +0.2 0.1 END VIEW + + + + + + + + + �otiF + + + + + + + + + + + + + + + + + + + + + + + + + `+ + + + PERSPECTIVE VIEW W . 0.0 0.0 0.0 0. 0.0 0.0 0.1 0.3 0.8 1.7 3.2 4.3 +7.3 +5.6 4.5 3.1 3.1 +5.2 9.2 14.3 17.3 17.3 15.2 11.3 13.6 12.1 8.0 3.8 2.4 3.0 5.0 4.5 4.5 3.1 3.7 +7.7 13.0 14.1 13.2 1 1.5 0.4 0.1 0.1 W W >1 � w W , 0.0 0.0 0 0. 0.0 0.0 0.1 0.2 0.4 0.9� 1.2r�€ 2. 2.8 2.2 1.9 3.0 6 6.6 10.2 +7.2 6.8 6.9 9.1 11.1 .1 5.1 3.7 4. 5. .5 4.8 .8 5.1 .1 9.5 13.4 10.0 6. D 2. 0.5 0.1 \ \ SIDE VIEW Q 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 .1 0.2 .2 0.3 �P 0.4 (Q� �.PHE 2 0 3.6 2.7 0 3.3 4.4 .5 D 7 0 3.5 3.0 3.2 5.7 D 3.6 4.2 3.1 3.5 4.3 .6 D 5 6.8 3.7 1.5 ` 0.5 0.1 0.0 O �� OHE OHE � OHE OHE OHE + + + + + + + + + + + + + + + + + + + + + + + + + r + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1�v 0.1 0.1 0.2 0.3 0.3 0.4 0. 0.5 0.7 0.8 1.0 1.6 1.4 1.6 1.9 1.1 0.9 1.2„�;o�� 0.8 1.3 1.0 1.0 1.6 1.4 .5 2.2 1.5 0.6 0.3 0.1 0.1 32G �G/ o 2P 323 20 32�6g o - - - - 200. 17' O - - - OHE -203.20' W0021 '+54' + + + + + + + + N8a0'26' 1,9 u w + + + OHE + + HE+ + OHF + OHE 71- L + + + + + + \+ + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 MN 0 0.0 0.132 3�D.1 0.1 0.1 0.1 2 0.2 0.2 0.2 X8.3 0.3 0.5 0.5 0.5 0.3 0.2 0.3�0.3 0.4 0.5 0.4 0.5 0.5 0.3 0.1 0.1 0.0 a P' -2,z'3- � yll- 56\b\el vo \ GM 21111 + + + + + + + G + +0 Ge + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +(). +(). + + 0.0 0.0 0.0 0.0 \n� \�.0 0.0 0/0 l\ra�f.0 �0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 CountyRte 42 - -0.2 o4�� � ���✓ a 0 0.0 0.0 0.0 0.0 0.0 0.0 /0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 F 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 s } C) a : O Aveue �N � Q � � ¢a � LL a 07 z LL z < r W aGGe o � Q? ¢ z r Z _ aw ti� ¢ > w w LU J Z O v Based on the information provided, all dimensions and luminaire locations a. G shown represent recommended positions. The engineer and/or architect must x determine the applicability of the layout to existing or future field conditions. =JQ aZ=o °ooa � TOM This lighting plan represents illumination levels calculated from laboratory data -z <.oa°� 1,?o=-0 tnC7 oz¢�wo Vjz>o taken under controlled conditions in accordance with The Illuminating Engineering ®o w �Z w o=w s 5222 = w+ Society (IES) approved methods. Actual performance of any manufacturers luminaires ¢a o¢ Z Z o a O a z may vary due to changes in electrical voltage, tolerance in lamps/LED's and other 2¢o o ¢w�. variable field conditions. Calculations do not include obstructions such as buildings, a w P Z o Z -� w >a w p_cn g�z42 curbs, landscaping, or any other architectural elements unless noted. vaw °Zs.w¢> ww= w Z O a°WLLsw� W m w O U Z W CL V Z Z O LL a �aoaaaa aOx¢mo \ ` Z a ` e' aa• Z 0 2,-0„ V a ° • a 1 _5» 8,—Q„ � W ■, Lu 1 —0 • 6'— 6" LLL O Q N o n Q, a � w ar ■ . wo `. F V � z eaQ o° n �o a L OC a L Qw G VW Z 0 _ J a z 4'-0" a > 5 AREA = 32.00 SF H w Cnn N ■ ■a ■ M . C-12 �C Q z c~n 9 s ° LL0 Lu U. w Lu off.. a s a° Lu a■ a ! u' e� LU 0 AREA = 8.67 SF o a I Z w U ■ ■ a O Luw \ a e . a • ° OC ■ �, • II° I I a �, s a C-12 13'-10" PRICING E AY 35.75 ARESF 75' Setback 5-6>, 3 6 C-12Z` — - 8'-0" + ' t J r i Z OHE OHE ` �\�� , OHE OHE OHE OHE OHE � ne�j�` O OHE4,-0„ 1 —4 OHE HE OHE - 3'—O" o w Lu x y oyF w O W H a 5 WALL SIGN - SECONDARY DOOR s MONUMENT SIGN tiF C-12 SCALE: NTS AREA = 32.00 SF C-12 SCALE: NTS AREA = 76.42 SF 1 PLAN VIEW - SIGN LOCATIONS C-12 SCALE: 1"=30' GRAPHIC SCALE 0 30' 60' 51" Lu (IN FEET) 1 inch = 30 ft 51" SIGN TABLE - Z 0 DISPENSER SIGN NUMBER OF SIGNS AREA PER SIGN (SF) OTHER 00 00 � � CANOPY (TYP.) Lu NUMBER SIGN DESCRIPTION LOCATION DIESEL AS PER BASED ON CODE PROVIDED REQUIRED/ PROVIDED REQUIRED/ PROVIDED REQUIRED/ PLAN ALLOWED ALLOWED ALLOWED I 3 WALL SIGN FRONT OF 1 1 78.13 110 — — I BUILDING �' Lo �. h 4 WALL SIGN FUEL 1 1 22.22 30 — — 10` 7` , CANOPY SIDE 5 WALL SIGN gUILDIONG 1 0 32.00 200 — — DIGITAL FUEL PRICE 6 MONUMENT SIGN FRONT OF 1 1 76.42 45 13'-10" 20'-0" 04DISPLAY (TYP) SITE HIGH I i z man 2 SIGN TABLE C-12 SCALE: I,--I W z ~ M U n am! i _ h 11 O LJ 12'-6" DER 1 V � m a L a Z " 2 —0 6'-3 � 1 �: w M LoO e. a ti J 4 r N 0 3'—4$j w z W 3'-8" w a Q r x S J-O H 'A .� � � �r N z � V! Q N a a w (D z r 0 2 L F z ' w J s I I O F V 45" I, a v � 45" 0 LL a w = wZ (D W i-?w >M° °ooh � z�4o�w N. `� U 3a�n a�4n ®Z Z o�o� o >zmo 3 WALL SIGN - ENTRANCE DOOR 4 WALL SIGN - FUEL CANOPY FUEL DISPENSERS �Ow 2UJ 5�wzo� a�o3U z¢Zo ox o<3.,o ' C-12 SCALE: NTS AREA = 78.13 SF C-12 SCALE: NTS AREA = 22.22 SF <o ow<�.� ��_ • C-12 SCALE: NTS zolz �¢Q o a r a J a awe P:to - w��;aw 0aw 21o�0,< ww���a ~ Z-. a w w Z O am�LLsw� �j�wa= W m'w O U Z w << Zo o a �aoaaaa aox¢mo