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Final Approved Plans DRAWING INDEX SHEET NO. DESCRIPTION REV. ZONING REQUIREMENTS T-1 TITLE SKEET G .A. BOVE FUEL REQUIRED PROPOSED C-1 EXISTING CONDITIONS ZONING - CLI Commercial Light Industrial � TRANSFER STATION C-2 SITE PLAN PERCENT PERMEABLE 30 C-3 SITE PLAN 1"=10' 22 LOWER WA MIN. LOT SIZE 7 0 MIN. LOT WIDTH 200' 271' v N C-4 EROSION SEDIMENT CONTROL QUEENSBURY 1284"' 0 4 I � o 7 MAX. BLDG. COVERAGE 40 000 SF, RETAIL 2500 EXIST. _ d C-5 DETAILS FRONT SETBACK 50' 65.5 Q C-6 DETAILS REAR YARD SETBACK 30' $$' >- 00 OWNER . ® 3: In t SIDE YARD SETBACK 30' 30' v AYLOR WELDINC. zx SIDE YARD SETBACK 30' 146.75 C ONSITE PARKING z v o 22 LOWER' WAR _ ® z o a=� MAX. BLDG. HGT, 60' NA E � f. QUEENSBUR _ re1'NJY 12 R 0 Q ,t ar OFFSITE PARKING 0 0 r 00 , MIN. HC. PARKING N/A N/ALn �4 TAX MAP # 303 .19 - 1 - 47 c� mIn j z v v Lz � � LJ 0 0 m { oo", u �d L .: war ,1.. ,, r•f€,t r <. Bove 02161C 1 A a. SITE PLAN 2 10 / FRESHWATER WETLANDS 1 2010 G.A. BOVE Et SONS, INC. RESOLU i ION TO APPROVES 1 O S ; rr-.,mow h ,. ' �.. ... :L.. �y[' -r ( t E - n application has n made to the ueensbu Ptamm� Board for the following: Applicant proposes 1 t�site labeen Q rY g g PP P P ,, P ) 00 square feet of impermeable area tft anon to an approved site plan to include an addttlona. 5 � lea rriod c PP P g P Modificationso f nc Site Plan. . � .. ,. propane tank and fence. �.;.with construction of the 30 Q00gallonli utd r e associated ,... h : v } Board review n approval. Freshwater Wetlands review Icr .,: tan in the CLI zone require Planning oa d ev and roved � d PP „ .. <.. _t. ... , ,... ..... a & �. ..;.x ACOE wetland. .. ,r. .. �.within 1 feet of et � , nand surfacing O hearing w advertised and held on 2/16/2010 and public h as a rt sed .c 111 131 l I.. I .... .:.., I UO tll.Cl Id l ,e application ,� supported�cu with «u uOCun3cntatlOn Uull� wunnenc a m. < record; Ilk : 10 G A, BOVE � ., 1 FRESHWATER WETLANDS 1 20 TO APPROVE SITE PLAN NO. 1 20 0 AND ESH 4 MOTION ., t n Traver: _ .. v for its adoption,seconded b Stephen -. �, >�-, , �► INC. Introduced by Gretchen Steffan who moved p , y p R - a—... .. Paragraph F r A m lies,h t o b S aff. Four co .. .,. .to the resolution prepared ti, According P YP <• t y: FAL J87 , a 179 the Plann:a t to Code [Chapter Pursuant relevant sections of the .own of ueensbu Zoning � a Pursu to e Q fY � [ p � 4 d and as stat ed to the Zomn Code; a � determined that this proposal complies with the requirements Board has e d P P P „ T 1 h ,„ N� TE r RA review is n essa and _ '. ,. , Type II no further SEQ e ec rv, � _� ` with the Sit e PEan must be subm rtted to the Communttin m 1 nce Y Final a loved tans co t am � of r r Build and o sAo �..A mints trato 0 Z ntn d the o view b ,' d _ ��.�nt De artment before an further re 8Deve[o me YPP Ye of Buitdt ermtt and ory t o tssua ncON 01C*T _. e n m e with Staff after approval d � : _... � .- .F. , er_onnel. The applicant t must met t P P -. . < ,.� L_ a PP P . __ �f ,,. _ t l is is - _: � ' I >R h f ermtts mclud but dt h f fur e en Issuance o t P�TTi bse u t � .,,m of an site work Su � _ � the beginning P _. �,,,,, , .^ Y q 1 1--r—i n and f resolution; a n this reso ut her con ditions s o compliance t and all of 7 , , .. �- on o oh nce with this i_ endent a ln[5¢ll¢ approved ,+tea•, - an x vclnnnrlplans ( ,. _ C9tP nt0 be ., f....., tilt nlanc to�oet>fie that the �h a fOVed __.._ .�.._ _ _ .... _,.a PP +a r r,. P occupancy;and riot to issuance of the certificate of o m gy�� is Falls ,e. :' 1Fk,�iS e :c€•'� ,. 'C:Y..,,.. �_ i !R .-a�f�'- s, �.,., r'•• -a• ,.,.:- :ri. - ...: -::. :::.- ...,a.l., awn 3s:-:,.; W► T a t t � , t fence shall be zone orange construct on The limits of clearing will constitute a no cut buffer � h. d., - to -. around these areas and field verified b Community Development staff. •; ,. :� trl>talled Y tY P r ,l±�- i .'a�', :;a• , - ,.E a.:$�-+F .... V :. yr. ♦ i , k ilt Engineering sign-off required nor to signature of Zoning Administrator. RQ u_ s. This is approved with the followingconditions. r _ , l and the sewer corn�ttans �. op Ou d the water supply . �r�._. �'� �� i. That on Drawing Sheet C 1 that the applicant wilt ad PP Y >:� r, „. rr � �.><.-^ , ,S r,x..-�'' utilitiescPnPY P and a note that Public , .,�,�.. .h_site. e a . I, , . . th The a ttcant will add to Sheet C 2 the date that the test pits we e 2) PP P � - .� : 79 infiltration rate reference data. _ . .>, i , .,•r� z - wilt t a note on the tan that the infr_ -. �Dutd ♦ >w 3 On Sheet C 4, the applicant wt put p specify washed number two stone. . ..- <y<i,;�•. r�...,... - ...«.- - < ,,.:,,,, R .`_ i 1 . : ' Mir: 4 NOTE: HARLAN-McGEE of NORTH AMERICA HAS NOT BEEN RETAINED M : - r �� TO PERFORM OR PROVIDE ANY PR a. _ _ � + PROJECT INSPECTIONS, APPROVALS, ..- . -Bert .. x _ � . ,,„ _ CERTIFICATIONS, _ _ � a .. , _ _, � 0 S, OR CONSTRUCTION OBSERVATION a 0 SERVICES, AS st Hoff b Paragon Eng ineering on _ � _ �. � applicant wilt need to obtain a _. 4 The a Y `; `� _ e v ,�'�, ' " " -�- r/ �� : �' RELATED TO THE CONSTRUCTION PP � OF THIS PROJECT. tan which the were not able to review. .� .. r P Y :; Lei .:.,.."•-, - .,+ ) ysp?':,r..:.,.. ,,. IF ,.:, r"; .6 a. <y ,.: , r w, •, ! , , IN THE COURSE OF CONSTRUCTION A CONDfnON EXISTS WHICH + • 'y DISAGREES WITH T� ,` THAT AS INDICATED ON THIS PLAN, THE CONTRACTOR " s_ ..- -- - :- < -. . SHALL STOP WORK AND NOTIFY THE ARCHITECT & ».. th _ r++ .. ENGINEER OR s --y February, 2010 � - - _ JOt_< -..r ® race :: _ this 16 day of Y °�: � •, ��_ �' ,;_:;"� -': ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. Du€y adopted y rY9 ,v. `: , . 'tea . , f: - - ,•" �, '�.,: COPYRG Hl0 C 2004 BY HARLAN-McGEE of NORTH AMERICA. ALL RIGHTS RESERVED. THIS DOCUMENT-.. .. - ... MEN AND ALL ATTACHMENTS H n 21 ARE THE Traver,Mrs. Steffan Mr unsi r 1r. �cFFonewotf, Mr. Mr. Ira _ _ AYES: Mr. St A , � �, v r, PROPERTY OF HARLAN- pP, _. ,, �_ �;' ( McGEE of NO`- ..._:_;._._.._.._.:..., __., _.�.4_ ---� - _ +c : NORTH AMERICA, ANY U '�` "-'- ` °` WITHOUT THE PERMISSION OF HARLAN-McGEE IS STRICTLY PROHOIBITED AND THE REPRODUCTION TRANSLATION OR COPYING OF ANY PART OF NOES: NONE THIS THE 9076KUNI ED STATES COPYRIGHDT ABCTSWIITTHOUT THE PERMISSION OF OF THE COPYRIGHT OWNER, HARLAN-McGEE, IS UNLAWFUL_ t^_ A ALL REQUESTS FOR PERMISSION OR FURTHER INFORMATION SHOULD ABSENT: Mr. Ford ZONING SITE LOCATION MAP SITE VICINITY MAP P BE ADDRESSED T0: HARLAN—McGEE of NORTH AMERICA CC: Harlan-McGee of North America �+ �+ �+ 4 SILVER BEACH RD., SCALE. NTS SCALE. NTS SCA'LC. NTS MALTA, NY 12020 DRAWING: TITLE SHEET SCALE: NTS DRAWN BY: WEC DATE: 12-11-09 1 RESOLUTION ADDED WEC 2-25-10 2 �®All 3 A licattan 4 "�� STAMP: �n PROJECT NO. 23 10 � ,' J. ` HMNA09-028 DRAWING NO. mooning Administrator TQWN OF QUEENSBURY T-1 ZONING ADMINISTRATOR DATE � ERNEST J. GAILOR, P.E. o � 1 Glens Falls Lehigh Cement Company 6--� 81111 P232 WOODS 579'29'00'E 93.16 x — � x • W 0 • — .-.__ -.� w��,rt_......_�.-_. . ,__ _.- �__ . _..,- .�.._ _��-__n.-,��..� �— x -mac o 95.44 250.49' MRK O I— N BATNY � DISTURBED) t_r) 0�0 (FOUND 00 � � Q O APPROX. LOCATION OF Z N >- 00 EXIST. ABSORBTION BED • FOR TAYLOR WELDING CD ® � Lo UPPLY RETAIL BLDG 3O' SETBACK z N f---1 X � N 2 � O- O 97.97 j a o Q — — WOODS o = o O FcoNc. F— WOODS a� .� � CL O n PAD GRASS I p� �° ct WJ � C;CI o 98.10 LnU +— a � CO EXIST. POWER _ � m Q. Al Ln T POLE o o N w Z � I Taylor Welding Supply Co., Inc. OL . ! U N o a Y CD c Bk529 P288 Y cn Q J m w v W 1 0.96 mCIL mz _� 70 99.71 U 1"IP. O ice. I O m �e OM z " /� O o 1 STY I aD CONCRETE BLOCK ( -� I . WO DS BUILDINGI I� ` I I Area-- 1 . 193 cc. 94.05 aD (� FILLER CV PIPE VENT ' PROBABLE EXIST. � 10p62 SEPTIC TANK i (OUT OF SERVICE) + GRASS 97.3s 2 OVER ANG X96.81 �o 0 E 50' . S'ETBAC.K � W 100.89 � I X98.37 � W 'EXIST 4 .F44LT • I X 97.48 I98.37 96.28 WATER VA.LV E d tb2P I rr • • N7929'00"W 97.33 CONC. SIDEWALK 01 98.05 BENCHMARK -2 `\ e BENCHMARK RR SPIKE IN POLE U BONNET NUT ON HYDRANT \ wl ELEV -98 70' = \ w ELEV. 105.24' \ W�rrre � Street Lo wer \�� c\2 �oLLJ \\ OI EDGE OF ASPHALT \ I NOTE: HARLAN—McGEE of NORTH AMERICA HAS NOT BEEN RETAINED TO PERFORM OR PROVIDE ANY PROJECT INSPECTIONS, APPROVALS, + CERTIFICATIONS, OR CONSTRUCTION OBSERVATION SERVICES• AS RELATED TO THE CONSTRUCTION OF THIS PROJECT. \ I IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THIS PLAN, THE CONTRACTOR SWILL STOP WORK AND NOTIFY THE ARCHITECT do ENGINEER OR ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. — — — COPYRIGHD C 2004 BY HARLAN—McGEE of NORTH AMERICA. ALL RIGHTS RESERVED. THIS DOCUMENT AND ALL ATTACHMENTS ARE THE PROPERTY OF HARLAN—MI of NORTH AMERICA. ANY UNAUTHORIZE WITHOUT THE PERMISSION OF HARLAN—MCGEE IS STRICTLY PROHIBITED AND THE REPRODUCTION TRANSLATION OR COPYING OF ANY PART OF THIS WORK BEYOND THAT PERMITTED BY SECTION 107 OR 108 OF THE 1976 UNITED STATES COPYRIGHT ACT WITHOUT THE PERMISSION OF THE COPYRIGHT OWNER, HARLAN—McGEE, IS UNLAWFUL ALL REQUESTS FOR PERMISSION OR FURTHER INFORMATION SHOULD BE ADDRESSED TO: HARLAN—McGEE of NORTH AMERICA Notes : Deed Reference: Map Legend 4000 SILVER BEACH RD., 1 Elevations are based on an assumed datum. Taylor Welding Supply Co., Inc. .. MALTA, NY 12020 Y 9 PP Y • 5/8 steel rod set with a tag Book 672 Page 830 2) The location of underground utilities shown on this plan o marker found, labeled are for information only, and all utilities may not be DRAWING: Y 0 utility pole shown. The contractor shall contract U.F.P.O. PLAN VIEW (1 -800-962-7962) and the proper local authorities or - - overhead wires EXISTING CONDITIONS respective utility company having jurisdiction to confirm W municip. water the location of all existing utilities before commencing SCALE: 1"=20' work. Any costs incurred by the Contractor due to the —x x x�vire fence DRAWN BY: WEC failure to contact the proper authorities shall become the tone wall responsibility of the Contractor. DATE: 12-11-09 — — S — —wastewater REVISIONS: A1 ADDED EXIST. MUNICIP. WATERAND qFPTIr WASTE SYSTEM WEC 2-26-10 2 REVISED NOTATION AND WEC 4-8-10 3 f: LAN E � EX ST NG 4 STAMP: PROJECT NO. if fie, DRAWING NO. a 0594�U �� C— U Al tir ERN EST OR, P.E. 0 TEST PIT DATA TEST PIT EXCAVATED, 12-21 -09 CIL_ TEST PIT WITNESSED BY t� 0 DAN RYAN OF VISION ENGINEERING Z N c� • U0 TEST PIT DEPTH - 52" CD � y 1 "-6" TOPSOIL d Glens Falls Lehigh Cement Company W Q 6"-20" SANDY LOAM 81111 P232 C(- 0- 20"-24" HUMUS LAYER C-) O 24"-52" LOAM ) LLJ O I wooDs MOTTLING - NONE = N GROUND WATER - NONE � 00 — o • N F I STRATI O N TEST, 12—2 3—0 9 �_ 2so.49' BATH, MRK PERC TEST DEPTH — 42" 3 Ln (FOUND DISTURBED) O PERC TEST #1 : 3.3 MINUTES z x PERC TEST #2: 3.5 MINUTES Cn p k PERC TEST #3: 4.0 MINUTES r t PERC TEST #4: 4.0 MINUTES W z � o 30' SETBACK C O I INFILTRATION RATE = 15 PER HOUR 0 o �, 0 Area= 1 . 193 cc. woods o �� L00n WOODS 2) U CONC• UNDISTURBED PROPOSED ASPHALT C PAD I cn GRASS PAVING, (260 SF) WOODED AREA TO m L7- BE CLEARCUT (1542 SrFF W 10-0 50'-0 U N LLB I,_ CD Q CD C PROPOSED 12'X16' I PROPOSE_ w N - EQUIPMENT SHED I o00000 30,000 GAL I z Lil C ON CONC. PAD. I SNOW REMOVA oo°o°o°0 3 fl- STORAGE AREA o00000o0o0g'/ PROPANE TANK o 0 o D O rn O 0 00000 00 ° oI o J m O >, Taylor Welding Supply Co., Inc. I N °00000°°O00ac INFILT. TEST N. m d Bk529 P288 Y I ° ° ° ° ° ° ° ° o 0 0 0 0 O 0°0 0°0°0°°°0 o �-————— °000000000001 O oI� ® _ ? � °o 0 0 0 0°0°0°0°0°0°0°� 1"IP. � 61 w o n °0°0°0°0° °o°o°o°o°o°o0( PROPOSED RAVEL O NAT. GRID ® (D z °ate O000o 0000000 PAVING 700 SF) ,rj- 01 0 0 0 0 0 0 0 0 0 0 0 < �� . POLE TO BE °o°o°o°o °o°o°o°o°o°o°o' � m Z�~. 4 0 9090900 0000000000000°' z RELOCATED O o 0 0 0 0 0 0 0 0 o N 0 0 0000000 000°0°00000oo0� TEST PI I v 1 STY. 000000 0 0 0 0 0 0 0 /� o 0 0 0 0 0 0 0 4- �� 0 0000 0 0 0 0 0 0 EXIST. SEPTIC_ o 0000000 0 0 0 0 0 0 0 CONCRETE BLOCK '�- TANK ° ° ° ° °000000000000 BUILDING ` i I (APPRox) . Oo0o0o000000 o WOODS ! . FILLER �_� o°o°o°o°o°o° PIPE PROPOSED °0000000900.0 o I CONIC. PAD °00000000000° PROPOSED ASPHALT VENT (600 SF). o 0°0°0°0°0°0°o PAVING, (1700 SF) \ _ ° . O°O°0°O°0°O°O j . 000000000000cl — GRASS �T4 I OVERHANG C o 0 - 14�B QLL IN 50' SETBACK GATE" ,NFILT. TRENCH W/BERM, REF. SH'T-C4 EXISTING ASPHALT. ` _' ` © UNDISTURR_D CRASS I �` -H <SIGN 04 i CHAIN LINK FENCE W13 STRANDS OF BAF< q WIRE ABOVE TOPRAI'_ w W ® \ �271.00' CONIC. SIDEWALK ! \ �"IP \\\--PROPOSED BENCHMARK -2 `\ —PROPOSED RELOCAT BENCHMARK -1 RR SPIKE IN POLE ,! NAT. GRID POLE BONNET- NUT ON HYDRANT G� ELEV.=105.24' \\ ELEV.=98.70' Lower Worren Street ! NOTE: HARLAN-McGEE of NORTH AMERICA HAS NOT BEEN RETAINED o/ TO PERFORM OR PROVIDE ANY PROJECT INSPECTIONS, APPROVALS, CERTIFICATIONS, OR CONSTRUCTION OBSERVATION SERVICES, AS RELATED TO THE CONSTRUCTION OF THIS PROJECT. \ _ IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH EDGE OF ASPHALT DISAGREES WITH THAT AS INDICATED ON THIS PLAN, THE CONTRACTOR ._..__..._.___�—_ _�-� ! SHALL STOP WORK AND NOTIFY THE ARCHITECT & ENGINEER OR \ ! ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. 0 COPYRIGHP,)C 2004 BY HARLAN-McGEE of NORTH AMERICA. ALL RIGHTS RESERVED. THIS DOCUMENT AND ALL ATTACHMENTS ARE THE PROPERTY OF HARLAN-McGEE of NORTH AMERICA. ANY UNAUTHORIZE WITHOUT THE PERMISSION OF HARLAN-MCGEE IS STRICTLY PROHIBITED Notes: \ ! THIS WORKEBERYONDTTOFiA'f TRANSLATION 1108 OF OF \ ! THE 1976 UNITED STATES COPYRIGHT ACT WITHOUT THE PERMISSION OF THE COPYRIGHT OWNER, HARLAN-McGEE, IS UNLAWFUL. Elevations are based on an assumed datum. ALL REQUESTS FOR PERMISSION OR FURTHER INFORMATION SHOULD BE ADDRESSED TO: 2) The location of underground utilities shown on this plan - - -- - - - ` -- - _ "'" '` " - - _ MALT SILVER BEACH of NORTH AMERICA MALTA, NY 12020 are for info-oration only, and all utilities may not be shown. The coitractor shall contract U.F.P.O. (1 -800-962-7562) and the proper local authorities or DRAWING: respective ut ity company having jurisdiction to confirm the location of all exis+,'-g utilities before commencing Map Legend PLAN VIEW work. Any costs incurred by the Contractor due to the • 5/8" steel rod set with a tag failure to contact the proper authorities shall become the responsibility of the Contactor. 0 marker found, labeled SCALE; 1 "=20' 0 utility pole DRAWN BY: WEC -- ' overhead wires DATE: 12-11 —09 x--x— wire fence REVISIONS: stone wall "RECE1 V 1 TEST DATA ADDED WEC 12-23-0 2 TEST PIT AND PERC TEST DATE WEC 2-23-10 3 PERC TEST DEPTH ADDED WEC 4-8-10 FLAN E � TOVM OF Ql1EENSBt1RY 4 SEPTIC TANK LOCATION WEC 4-13-10 PLANNING OFFICE STAMP: PROJECT NO. II = I HMNA09-02 _ DRAWING NO. SIGN ADDED WEC 5-19-10 REVISED GATE LOCATIONS WEC 5-14-10 2 ERNE `J ' N,GAf P.E. WOODS 8' CHAINLINK SECURITY FENCE APPROX . LOCATION IN DARK GREEN I LINK SLATS AND 3 STRANDS OF BARBED OF ABSORBTION BED I WIRE ABOVE TOP RAIL - I � k w - - - � � N � NEW ASPHALT XgB. HW_-- N 00 PROPOSED SHED � LO Q o � ^ >_ 100 NEW SECURITY LIGHTING . . . . X I C) ETERNALUME 150W METAL ^ HALIDE AREA LIGHT W/ FULL 21 -0 29'-O)l O �, z x CUT-OFF SHIELD OI O N ® N c�1--4 z 4-1 O p zoo CONIC. SADDLE 4 r'0 (2 TYP.) -5 n - � I 100.96 - - - - �E - - - - - - _ _._ O _ w � � 0 �E— o z LO I �cn ° v „ I EXIST LIGHT 99 •� 1 Q 1 X ~ �- 1 IP ' C� � m o0 I - zo w EXIST O w .� GRAVEL ' I— TREELINE z Q) ROLLING Ai SURFACEI ; w I > c CHAINLINK I � U w _c GATE IL I 30,000 GAL. � �- .� o Q � = PROPANE x z ``' o CONC. PUMP PAD TANK m a--� d I 1 STY FOR LP PUMP I -� 30'- " WOODS CONCRETE BOCKcn 55'-10%2" BUILDING CONCRETE PAD J BOX 94.05 0 MAINT. SURFACE ' TRANSPORT I — — UNLOAD RISER � — O \ o VENT BOBTAIL TRUCK o N \ LOADING RISER ' ° w W \� 10" BOLLARDS SURFACE 100'62 4 TYP. o ® X �+ � EXIST LIGHT L - - -- - - -- ETERNALUME 150W METAL °- HALIDE AREA LIGHT W/ FULL . . . . . . ROLLING ^ rTcn CUT-OFF SHIELD CHAINLINK g7 '36 X96'61 I w OVERHANG GATE o o ROLLING CHAINLINK NEW .A.SPHALT .PAVING O ®, GATE } GRASScn Z A \ CD w A (D ® � I oy 98 � \� . . . . . I � c\2 �\ LEGEND \ UE UNDERGROJND ELECTRIC ` —0HE— OVER HEAD ELECTRIC \ EXISTING ASPHALT TO PERFORM OR PROVIDE ANY PROJECT INSPECTIONS, APPROVALS, \ < CERTIFICATIONS, OR CONSTRUCTION OBSERVA 0 SERVIC-McGEE of NORTH AMERICA HAS NOT E$, AS RETAINED RELATED TO THE CONSTRUCTION OF THIS PROJECT. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH RACTOR 8' C HAINLINK SECURITY FENCEg 6 5 ASSUME ALL RORK ANIBILR NOTIFY LIABILITY REES WITH THAT AS INDICATED ON (ARISING'NGINEERO THE OR ` '6'X8 I SHAM STOP WORK AND NOTIFY THE ARCHITECT do ENGINEER OR \ W/ DARK GREEN LINK SLATS SIG N COPYRIG C 2004 BY HARLAN—McGEE of NORTH AMERICA. ALL RIGHTS RE§ERVED. THIS DOCUMENT AND ALL ATTACHMENTS ARE THE PROPERTY OF HARLAN—McGEE of NORTH AMERIM ANY UNAUTHORIZE 3 STRANDS 0 F BAR AND WORK REPRODUCTION, TRANSLATION ANSLAATIIONB O 3ECOIONNG OFO�oB PART OF WITHOUT THE PERMISSION OF HARLAN—MCGEE IS STRICTLY PROHIBITED A B 0 VE TOP RAIL THISTHE 1976 UNITED STATES COPYRIGHT ACT WITHOUT THE PERMISSION OF THE COPYRIGHT OWNER, HARLAN—McGEE, IS UNLAWFUL ALL REQUESTS FOR PERMISSION OR FURTHER INFORMATION SHOULD q (� BE ADDRESSED TO: —� B. J 6•2B HARLAN—McGEE of NORTH AMERICA � A 4000 SILVER BEACH RD., MALTA, NY 12020 DRAWING: PLAN VIEW 271 . 00 SCALE: 1 8"= 1,—0" r r _ • DRAWN BY: WEC — — — — — — — / — — � '� — — — — �- — DATE: 12-11-09 o N79 29 00 W 9— 3 3 11 I P REVISIONS: S I D EWALK y / 1 REVISED GATE LOCATIONS WEC 5-14-10 • RFMrNFD ANNOTATION r 0 5 2 SIGN ADDED WEC 5-19-10 '9g 3 4 5 TE F: LAN STAMP: PROJECT NO. o / HMNA08-028 DRAWING NO. w ' ERNEST . R, P.E. Area - 1 . 193 a C o STORMWATER DATA WOODS — WOODS TOTAL PROJECT AREA = 10577 SF 1�1�1D f STI.,Ii� D coNTlNuous �� PERVIOUS AREA = 5125 SF � LAWN NON — PERVIOUS AREA = 5452 SF RUNOFF CALCULATION 5452 SF (1 .5 GALS) = 8178 GALS �+ O , / INFILTRATION 8178 GALS /7.5 = 1090 CF N I IaO LF, &' WIDTH - 2 IaII DEPTH INFILTRATION TRENCH CAPACITY � Ln 00 I " O�O"O"0 0 0 o" o " o o " o - O c 180 LF(6FT)= 1080 SF 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0�c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1080 SF 2.66' = 2872 CF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c � In 0000000000000000000000000000000C ®000000000000000000000000000000pCX 2872 SF (.40 ) = 1149 CF STORAGE. N � 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 z x ppppppppppppppppppppppppppopopc 0000000000000000000000000o0o0o0 LLJ 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 C p0 0popppppopopopopopopoo0p0 00C EROSION & SEDIMENT CONTROL NARRATIVE ® z = O p000000Op 0 0 0 0 0 0 0 0 0 0 0 0opo 0 opopopopopopopopc rC � O p O p C p O p O p O p O p O p O p O p O p O p 0�< 1 . Additional erosion control measures will be employed where determined necessary by actual site �T� O � l� O O C O O 0 O O O O O O 0 conditions. 0 d 000000000 00000000o00000( 2. Prior to commencing land disturbance activity, the limits of land disturbance shall be clear) and 00 0 0 0 0 S o 000000 0 o O < y O o 0 0 0 0 0 0 0 accurately demarcated with stakes, ribbons, or other appropriate means. Ln 000000000 00000000000000 `P' 3. The construction of the site will initiate with the installation of erosion control measures sufficient to 0 0 0 o O o 0 0 0 0 0 ( a11-1 � C O O O — — O O O O O 0 0 0 control sediment deposits and erosion. Contractor shall call local municipal representative for an O O C o - - o O O O o o p P P o O O O o 0 0 0 0 o O o 1 ins ection of soil erosion control measures prior to be innin grading activity. All sediment control m LO 0 0 0 o O o 0 0 0 0 0 P P beginning g 9 YLLJ O O o 0 0 o O O O o o O C4 will be maintained until all upstream round within the construction area has been completely LLI k o 0 0 0 0 0 0 0 0 0 0 �— P 9 p y O O O O O ll�. i �E_NCE stabilized. _z N O O O O 00000000000000. I � 0 0 0 0 0 0 0 0 0o O O 4. The location of some of the erosion control devices may have to be altered from that shown on the CD � � o 0 0 0 0 0 0 0 0 0 o y •- O o 0 0 0 0 0 o O o o OX plans if drainage patterns during construction area differ from the final proposed drainage patterns. w � O o 0 0 0 0 0 0 0 0 o p g P g p p g 0 0 0 0 0 0 0 0 0 0 0 0 o O O O O O o o O o o Any difficulty in controlling erosion during any phase of construction shall be reported to the engineer O TY. 000000000 00000000000000 immediately. O BLOCK 'o O O O O O O O O O O O o > 0 0 0 0 o p O p O p o p O p o p o p 5. Erosion control measures will be maintained at all times. If full implementation of the approved plan m � 0000000000000 does not provide for elective erosion control, additional erosion and sediment control measures shall ) ING 00000000000 WOODS be implemented to control or treat the sediment source. 0 0 ' O O 0 O O o 6. The contractor shall remove accumulated silt when the silt is within 12" of the top of the silt fence. 0000000000000 1 7. Failure to install, operate or maintain all erosion control measures will result in all construction being p O p O p O p O p O p O p stopped on the job site until such measures are corrected. VENT 0 O p 0 0 0 O 0 0 0 0 0 0 I 8. Silt barriers to be placed at downstream toe of all cut and fill slopes. ° 0000000000000 9. Any disturbed areas left exposed for a period greater than 14 days shall be stabilized with seeding. 0 000000000000C 000000000p00C f CjECT L11'�IT 10. Seeding: © L� 0 0 O 0 0 0 0 0 0 0 0 0 C I Seedbed preparation: Area to be seeded shall be loose and friable to a depth of at least 3' . The top ° ° ° ° 0 0 �X layer shall be loosened by raking, disking or other acceptable means before seeding occurs. In lieu of L __ __ __ GRASS soil test results apply 50 lbs. Of dolomitic limestone and 25 lbs. of 10-10-10 fertilizer per 1 ,000 sq. ft. E 4 Harrow or disk lime and fertilizer into the soil to a depth of at least 3" on slopes flatter than 3:1 . W Seeding: Apply 50 lbs per acre of common bermuda & winter rye. Apply seed uniformly with a w cyclone seeded drill cultipacker seeder or hydroseeder (slurry includes seeds and fertilizer OVERHANG recommended on steep slopes only) on a moist, .firm soil. Maximum seed depth should be Y/" in I clay soils and 1/" in sandy soils when using other than the hydroseeder method. Irrigate until E E LINE vegetation is firmly established if soil moisture is not sufficient to support adequate growth. I11 . Contractor shall remove all erosion & sediment control measures after completion or construction and establishment of permanent ground cover. /i 12. The escape of sediment from the site shall be prevented by the installation of erosion control measures w and practices prior to, or concurrent with, land—disturbing activities. 13. All cut and fill slopes must be surface roughened and vegetated within fourteen (14) days of their EXIeTING; construction. / 14. Control measures will be checked daily and any deficiencies noted will be corrected by the end of �� ISTUfi� D each day additional erosion and sediment control measures will be installed if deemed necessary after 745Fk4 T on—site inspection by the issuing authority. / L 15. The only materials to be buried on—site is vegetative material. Construction waste may neither be w burned nor burled and must be taken to a state approved landfill. I16. Storm water control measures will be inspected after storm events by a qualified professional. 17. The Prime contractor and sub—contractors are to follow the measures outlined in the Erosion and Sediment Control Plan and SWPPP. 18. Temporary stabilization of all disturbed areas not worked for greater than 14 days with hay or mulch. C\2 NOTE: HARLAN-McGEE of NORTH AMERICA HAS NOT BEEN RETAJNED TO PERFORM OR PROVIDE ANY PROJECT INSPECTIONS, APPROVALS, CERTIFICATIONS, OR CONSTRUCTION OBSERVATION SERVICES, AS RELATED TO THE CONSTRUCTION OF THIS PROJECT. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THIS PLAN, THE CONTRACTOR ® —� • SHALL N1ORKANDNOFEARCHHITECENGNEEOR EpM A ARISING ENGINEER o � COPYRIGHYE C 2004 BY HARLAN-McGEE of NORTH AMERICA. ALL-011 RIGHTS RESERVED. THIS DOCUMENT AND ALL ATTACHMENTS ARE THE 1'�11p . PROPERTY OF HARLAN-McGEE of NORTH AMERICA. ANY UNAUTHORIZE WITHOUT THE PERMISSION OF HARLAN-MCGEE IS STRICTLY PROHIBITED AND THIS WORK REPRODUCTION, nTHHNAT TRANSLATION RMITTTTEnD BY SECTIONN 107FOR1 08 OF I—III—I THE 1976 UNITED STATES COPYRIGHT ACT WITHOUT THE PERMISSION OF THE COPYRIGHT OWNER, HARLAN-McGEE, IS UNLAWFUL _ ALL REQUESTS FOR PERMISSION OR FURTHER INFORMATION SHOULD 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 BE ADDRESSED TO: —III_ o 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 _III-1 I I=1I I—III I _0 0000 00000000000000000000000000 0 0 0 0 0 o 0 0 0 o 0 0 0 00 0 0 III—III—III- °0000000000000000000000000000000000000000000000- 4000 SILVER BEACH RD., AMERICA MALTA, NY 12020 BENCHMARK — 1 I i I=Ili=1 i I: 611 WA5S�IED BANK RUN El I I—I I(— GRAVEL FILTER LAYER BONNET NUT ON HYDRANT ►I I=I I I=1►I: DRAWING: III—III— Al STORMWATER EROSION III=III=1 i l: � SroNE FILL — FILTER 1=ARRIc ELEV. = 98 . 70 = CCONTIN.� AND SEDIMENT CONTROL � =1 I I=1 11= o =1 I I=1� —I I I—I I[ I—I I I—I I N =1II—III= =III—III=1 I_ SCALE: AS SHOWN r �e 1111111111111111= 1=1 11=1 I l i' DRAWN BY: WEC DATE: 12-11—09 =1 I I=1 I —I 11-I I =1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I 1-1 I I I 1 I I—I 11=I STONE F ILL TO BE 1=1 I I—I 11=1 11 ! I=1 I I=I 11=I I �I I I—I I�I 11=I 11=III=1 11=III=1 I I=1 I I=1 11=1 11-1 < *2 W,45HED STONE SIGNS: -I I I—III=III=1 1 I I—I I I—I I —I I I—I I I-1 11EEI I El I I-1 I El I I—I I I—I I I— IIII I I- -I I 1 REV. DETAIL WEC 12-22-0 -1 T 1—III—III= 1=III-1 I I-1 I �111-11�I 1 I-1 I II I I I I=1 I I-1 11=1 I I,;III;I 11= 2 NOTE, WASHED STONE ADDED WEC 2-23-10 -O; MNNATE / EROSION AND SEDI ENT OONTROL FLAN 3 4 IIII� 2 'ECT 0\ = NF LT, TREN0H STAMP: PROJECT N0. ® HMVA09-028 5/4 1'-0 ��; c,4j �® .` DRAWING NO. w ,0 s , 4 ERNES �� P.E. BED WIRE l POST TIE WIRES BAR TOP RAIL @ 15" CENTERS (3 STRANDS) TIE WIRES @ 24" TOP RAIL. CENTERS LINE POST CHAIN LINK FENCE WITH W PRIVACY/SCREEN M SLATS _ -____-__ /C 5 46 ' _ lo� II � o DE T. 3 � 'j � U N 1- II 30 , 000 GAL ® STEEL ~ o 2� 2 �g � � TERMINAL o � Ln POST PROPANE TANK o >_ 0 STRETCHER BAR z x CT 3/8 IN. DIA. - loll C °O° TRUSS ROD I I � 01 000 cn ® z00 HOOK BOLTS n \ II o , =1 1=1 I=1 i 1=1►1=� 1=1 1=1 11=1 1=1 1=I 1=ff r— I1=II 1 W � 0 42" MIN. BRACE RAILTANK SADDLECONC . � -Z CONCRETE NOTE: LINE POSTS MAY ( 2 T Y P ) I-' BE DRIVE SET TO 40" MIN. w 10" MIN. DIA. BELOW GRADE AND CONCRETE A z > C o OMITTED. w c O o FENCE DETAILS m F�OFANETA 2 cf) 0 N< PLAN DETAIL _ FENCE - NTS w BARBED WIRE 3 STRANDS 1 . 2511 VINYL/PLASTIC LITE LINK TO BE DARK GREEN M SLATS, COLOR C 6 Ai lo'-lo" 2. 25 "x2 . 25 " GA . 30,000 GAL #5 BAR, 2' Oc � R VERT. AND HORIZ PROPANE TANK 0 GALV. STEEL MESH (TYP) PRECAST -7'-11 " --AR CONCRETE SADDLE NOTE: HARLAN—McGEE of NORTH AMERICA HAS NOT BEEN RETAINED TO PERFORM OR PROVIDE ANY PROJECT INSPECTIONS, APPROVALS, CERTIFICATIONS, OR CONSTRUCTION OBSERVATION SERVICES, AS RELATED TO THE CONSTRUCTION OF THIS PROJECT. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH CONCRETE FOOTING DISAGREES WITH THAT AS INDICATED ON THIS PLAN, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT & THE OR ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. COPYRIGHY)C 2004 BY HARLAN—McGEE of NORTH AMERICA. ALL RIGHTS RESERVED. THIS DOCUMENT AND ALL ATTACHMENTS ARE THE O I I PROPERTY THE PERMISSION OF HARNORTH N—MCGEERSSTARIC Y PROHIIBIZ ITTED - - - PRECAST CONC SADDLE THIS WORK BEYONDPERMITTED BY SECTTIONNG107F0�08 OF OF W! FOOTING THE 1976 UNITED STATES COPYRIGHT ACT WITHOUT THE PERMISSION OF THE COPYRIGHT OWNER, HARLAN—McGEE, IS UNLAWFUL 4'-0" ALL REQUESTS FOR PERMISSION OR FURTHER INFORMATION SHOULD BE ADDRESSED TO: t HARLAN-McGEE of NORTH AMERICA POURED CONC. 5 MALT I MIN I I SILVER BEACH RD., MALT SILVER NY 12020 07 LEVELING BASE -� 4 0„ - MIN. TIMDRAWING: I_OII DETAILS #4 @ 12 OC TOP 12"#2 STONE BASE # 5 @6" OC BOT SCALE: AS SHOWN DRAWN BY: WEC GEOTEXTILE FABRIC DATE: 12—11 —0 9 RMSIONS: BARBED WIRE ADDED WEC 5-14-10 2 3 4 ELEVAT � ON' _ _ \� e A D D L STAMP: PROJECT N0. T_AN</5ADDLEON J. HMNA09-02 'C® DRAWING NO. ETAL - 5�lz�E E F`E � 1/4 _ -® 90,0 C 5 ERNES R, P.E. COOPER LIGHTING - LUMARK" COMMERCIAL DESCRIPTION The Lumsrk Eternalume is ideal for perimeter area lighting,residential and Mi . G A L V. STEEL commercial security lighting,residential streets,parking areas,and loading platforms. U.L.listed and CSA certified unless footnoted otherwise. WOOD P O L E -- BRACKET � � F-- o U N � 7I 0 SPECIFICATION FEATURES 00 A...Photocontrol A--.Mounting F...Reflectorii 15 0 W METAL � 0t NEMa tW shock Style phntocontrol Can be pole or wall mounted. Fluted,formed specular aluminum �' 3 for automatic dusk-to-dawn 1_5/8"O.D.slipfitter hardware reflector fastens to main housing HALIDE AREAcl� u/ operation. included, for secure fit. B...Housing E...Socket ,,,®Pt;ca - _° ` LIGHT W/ FULL R� -_ Precision die-cut aluminum Porcelain mogul-base or T2"open bottom,acrylic refractor. > In housing with natural finish. medium-base screw shell socket o > with spring loaded center contact. ' CUT-OFF SHIELD �� C...Ballast H°•'Lamp �1 t HP:Mogul-Base High Pressure Sodium or Pulse I - HP:12OV/6OHz,Reactor,NPF Core MP:Medium-Base(protected} g ;. and coil magnetic ballast. Start Metal Halide Tamp included, ,; X MP:120V/60Hz,High reactance 4- (H x)NPF Core and coil magnetic ® ballast. ETEG� L E �'1�4 w 0 �`°�``C A AREA LIGHT o Q � O 1f ( - I C Pulse High Pr ssureaSod Sodium I EXISTING WOOD 406mm] W Photocontrol i 00 i D LOW WATTAGE / � E � �_ SECURITY LUMINAIRE POWER POLE � = In 51-011 - \ C..� cn ° 00 LO �/ �� /,y � / , A5�A, m w L_ \, � _ _ �1- _ �\ F w � / / l, I1 I i I > C I G z O 1 � w � � li A / � Q �� - \ H � O T � 0 i m (A�� 12"1305mmi � I _0 r4 13 2/3`1348mm) TECHNICAL DATA N DIMENSIONS UL Wet Location Listed CSA Certified DIRECT MOUNT 18" ARM 60'Supply Wire Rating Cn 25°Ambient Environment / - \I � ENERGY DATAP �\ � fleactance Ballast m ut Watts _ ! 7CW HP NPF(86 Watts) \:( 100W HP NPF,115 Watts) ��\\ 2 t1 , 1I' 15OW HP NPF{170 Watts) / \ 154mm] I.i330mmj Hi-Reactance Ballast Input Watts 70W MP HPF(90 Watts) j �''I A__ � 10OW MP HPF(128 Watts) 1r'� :+�---1 ' SHIPPING DATA � 1 �_: I �' a�I Approximate Net Weight 2 3/4'[70mm1 18'1457mm] 11 cs.(5 kgs.) [�] COO 0 Lighting Specifications and Dimensions subject tohchange without notice. gins 2oosADHossinn ^ Consun your represente+rveror edtlrtional oPti ms and tin e - _.coopedlghring.mm 1:411 I� V L /`� AREA 5H-T DETAL �� :D � � DETA _ AREA IGHT w C,,C _� P4 '.� _ I.-_4 NTS � = � NTS �� w . . . . , . . . ------ - - ------- - - - - -- - w w . . .. . . 1 . . . . . .. . . . X _ . . � - - . . . . . . .. . . , . . . --. o . . . . . • , . . .•, .,. ... . :.. . ... . . : . . . . , . . . �::: �24 I,i-� ..;. :. ' - . . . .. .. , .a.. , :. ' , - . .. . . . . X .:. .:. •' - , .. ,, . , . .. . .. . . . . . X . i . '- _ 1 . _ _ - ... - X . . . . .. . A*iL . 1. _ :a . 7•\ .. .. .. ... . . .. .. r I I . : ... . :. '' . :. .: : -- ' . . . : :.. .�,� . X I I - - = CO BLOCK . . . . . .... - - . :. . . . - - BUILDING . . . . . . .r. • .. •;. ; : I I . a:•, �� I : '_ �.: :.Yvr .T _� "fit _..{:•: ;' i IN I. + - : .y .'J.l'_, . f{y .��""r: ;.}.'•_i:+:,',"'.'" vx h _ } _ _ �.1-r_ £s �_ _r' ,-. { ;. I 'z 5:, t NOTE: HAIRLAN-M 8 cGEE of NORTH CA NOT EEN . . . ,•,::." . ::::.:'}: •.>.�::::Y:_.y,.:.:'y.r:•vr•.::: -3�`atlt _ - r-w_�}- - I ,'.;1 ( FOR OR PROVIDE ANY PRO.IECTI NSP CTIONS,BAPPROVALSED I ° i. VI .- . ..•:'.:•, ,S ,.5._ . . - . . l I RELATED TOTONTHE CONSTRUCTIONOOFOTHIS PROJECT. . . ..,, ,. . ,, . . ( I *F IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH -,�- +u '�r" " '• I I DISAGREES WITH THAT AS INDICATED ON THIS PLAN, THE CONTRACTOR . . . . . _..:.:' t �.'r, ,::„••,',,, ; '{ -__',r;::•. ,:'•, {y '} v } ti _ SHALL STOP WORK AND NOTIFY THE ARCHITECT At ENGINEER OR ,,,:,:r.. '�? I .' •"' .h;: .r ::.2'.%.•.:.:::'%1:.n: .r-x'n:.:..Y:.';.r 4 n'.:'y:',.:•ti,{'r.�, +-: ?-C__ - - - �Q A ] :'1 \ / . _ - . . ..:s _��r r . R ON ASSUME ESP SIBILITY AND LIABILITY ARISING THEREFROM :" ..'• : : :' COPYRIG ALL C 2004 BY HARLAN-McGEE of NORTH AMERICA MALL . . .,. . .... - -:'i ti,•ti'}r,v..v'•r:':'v.i::,:-n•i1'...,::.:':,{'n:'r.'y - __;1';.�-' Ii� �•:tr.,r. ..f},.,,,.,.t,,.Y,. t ,.. .. . : t+*+�+�rt.-?.^�r .---.� .-ti-' �_':'.'••:''' RIGHTS RESERVED. THIS DOCUMENT AND ALL ATTACHMENTS ARE RI . ...r. ,•.:-}:..•::,r..;..i.r:.::}. •v.}....i:. �--•___._�_�y-- - - - 't _�.�.�-� . . . . i.' E J}:{4.L:::..ti.vY Y:?': }++Yx.:.:'r.%''::'%"-- - - - fjF X _ � _ I PROPERTY OF HARLAN McGEE of NORTH AMERICA ANY UNAUTHORIZE - {'^i�•Ya�rhvW9i.0.-0GYera{ti14?^4,+r1S�3fXlYaW.,VrM1•A'£M.,11.14.Wi4'ACM1 NiA4Wf. -= _.t=� {.:__•.__�,�-.. _ - - {I[i_a .'r : .. ., ...{.....,, ,..:.::..:.....: .• . .•::, :...:,. •.:, r _=t i-- - r I AND THE REPRODUCPONN OF HAR 0 M RGEE . .' _ - - ... . .. . .. .,.,„ . ,--..:.r:•x• r.}:'-:-.:•Yr.., ;., t ____ - --_--.---.== - - - . n5;�?q .. tit}. , ''.1 ��$. 0 COF"(N IS SG OF PROHIBITED •: .l '..:.v,,,..v...{r;. ...{,:_ ..,.k {.,.• { 4�it, -� _ -- - y _ 4,_r._„�y %"y ' -_ e _J THIS WORK BEYOND THAT PERMITTED BY SECTION 107 OR 108 OF '%: '-0r•BSara0Yri1.' k :` :F }` -ter, - _ '^' - ' T.'�`� # - 1. r THE 1976 UNITED STATES COPYRIGHT ACT WITHOUT THE PERMISSION _ . .<"Jv:,{§,:r{�:'{�.}:4M1i.'i}:,r:vY•{{..,i},.:.n:...,-..•.:':'.:n:. ,:.. 'i3• `4 f .�,T,�+,: f,'-�.,;..;' 1 . •.�•.:' } 4.:. ��,+.� 'iP ]Y .. GRASS C • UNLAWFUL - •'y'. .: :.•;.:..;..;;-.;..:.' ..x'.:•:i:. :•.Y i.'M1'.... y - , ALL REQUESTS IF R PERM GHT SSION R FURTHER iSINFORMATION SHOULD _-,}'' -- -,;'1.:�, ti -• < ; l X BE ADDRESSED T0: _ c�rworvrww1'4+�i' .s - - a. s„e;.•• it y,::r -:•. ''•t'. ,rCv }.••,v y:.: v n ,... ..•..•... 'ntr�D 4' , :M1`•'.',4.}.•. n IM4_ . :,,.,.<':. .}}.:.....:.� .:•'.• '• < :••.. :' I McGEE of NORTH AMERICA - ,u}- :'{ r-:,. } . . . EXISTING ASPHALT X x X--1 4000 I -'._._r: :.••..:.: >{..'r. .{{'v.'••Y:.}.{ .y :`f,:;.:::}+{.:•:..'.{:,� r < .' .r,-'c=-:.: 4000 SILVER BEACH RD., .. • ,...... w�o4. y*a,. ';';:.•.. :.: ....r.--.' MALTA NY 12020 }y.ti.T = • 11 W�' ,� ,:-.,::'•}':.;.:.Y':.:n ::::?':',..;:pr.:r,,.:'..C,:,{,:r : - - - . 0 . ...v 4-hC0•V.�.O:-r^ u.•.iantim+ - - '- ,,-,: v;+ J. -7'7 - .. . . 9 % } - .y % -. "'�+'Ik+µ�yT'1'�'�•4• ••.{;: v.<.:•{::'-;•ri.}? .S,P J•:.: _ ` Vt �t?•,-u' _*�:. - . _ 61� .. v }Y : .. .. . Ya - . .... i . :: � - - - . .•'.,•..nrir{.,'.. .-v.{ r�SD�a•{+.;y.i 4 s r•{_;.}}{.`.7.,'•:: -..0 v .. . x{::ry X,1 ..<r,,v,x;•;4xv'..:+.....:. ..�NJ"' }.�•.a• tr,n- .,%.n,.,..•v v' :'..::. Yv - .•.r. - - -.. . .. . }c DETAILS . . . .::5:•> +.k `+,.}}Sir S•v:,n_•:•:%v:i ,<�1::'i *T�v.'Tti'`L lIM�IOY- �YY. a{ r _ .. ... ". ':-:-r .,:.i.v.v'...• .:r::'{,'-i..?}Yn r;}:: +.f•.}{•i:.'::,.5 'k --_ .. 4l'�.'. .. - !.1 _-___ _ SHED ELEVATION . YKK>,M•:tr Y '4'}{ - -{-.:,:r••,:•J.. Y v f'~: 9*29'0O �I . •.vJ _ _ :v:• ,•:..1 .-Jr. .:..:,{Y,v.{;.y:W y..}..ti.y...v r:,ti.-: i' �„v ♦ ♦ :.;..;.''- ..�.MiaOf-0+Y"lrt 4v'.u.mr,�!-Ye-- •,' - - -•, { - 'YJ.OvT.'n }-::.,n M:4:.'.', {,.,a--1 -v""t-.-l� , r''iJ-.-iwYv , .. .. .. i� } k e Y:: •.:F.: CONC. 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