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Revised Drawings 5/19/10
0 TEST PIT DATA TEST PIT EXCAVATED, 12-21 -0CC) 9 C�_ / TEST PIT WITNESSED BY Z N l DAN RYAN OF VISION ENGINEERING a °IP TEST PIT DEPTH — 52" L m o � 1 "-6" TOPSOIL d Glens Falls Lehigh Cement Company W W 6"-20" SANDY LOAM B1111 P232 D 20"-24" HUMUS LAYER ~ O 24"-52" LOAM � O WOODS MOTTLING — NONE = N GROUND WATER NONE U Lo S79'29'00 E 0 • — — -- _ �— x 9' x-. X o 0. INFILTRATION TEST, 12-23-09 � °© 250.49' PERC TEST DEPTH — 42" Ln BA-u,Y MRK (FOUND DkSTURBED) A N PERC TEST #1 : 3.3 MINUTES z PERC TEST #2: 3.5 MINUTES C/) p k PERC TEST #3: 4.0 MINUTES t. PERC TEST #4: 4.0 MINUTES A =>w z � 30' SETBACK `� ® z 00 ��FILTRATION RATE = 15" PER HOUR n � 0 Area= 1 . 193 cc. °' 00 U WOODS 6v Ln WOODS O CONO• UNDISTURBED PROPOSED ASPHALT 00 PAD 1 WOODED AREA TO �, GRASS PAVING, (260 SF) BE CLEARCUT (1542 G'=` U m n 10—0 50-0 Q N CL z N r ' CD . = I > (D PROPOSED 12'X16' I PROPOS' D cn I Z W �n EQUIPMENT SHED I o°o 0 30,000 _ ON CONC. PAD. SNOW REMOVA o000000° O Q STORAGE AREA oOo0000000c PROPA!N- -ANK o o m O o o°o°o°o°o° I --� Taylor Welding Supply Co., Inc. 0°0°0°°°°° ,� � 00°00°0°°°00000« INFILT. TEST Bk529 P288 Y °°° °o°°°° _ _ U l" °0 00°°°°°° Q �I �� ®_._s ° °0000000000 ® 0 m U o o 0 0 0 o o0o0o0000°000 PROPOSED RAVEL z 0 0 0 0 0 0 0 0 0 0 0 1"IP v�i w h NAT. GRID 5 0°0°0°0° o°0°0°0°0°0°0` ® °0°0°0°o °o°o°o°o°o°o°o` PAVING 700 SF) •-rr� POLE TO BE °0°0°0°o °o°0°0°0°o°0°0` ' m o 0 0 0 0 0 0 0 0 0 U �I� o 0 0 0 0 0 0 0 0 0 0 z RELOCATED ® o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o' p o 0 0 0 0 0 0 0 0 0 DC TEST PI 0 0 0 0 0 0 0 0 0 0 0 0 4- 0000000 0 0 0 0 0 0 - U 1 STY. /-�/� � 0 0 0 0 000 0 0 CONCRETE BLOCK _�fXIST. SEPTIC 0 0 0 0 0 0 0 0 0 0 0 0 4) � . TANK ' o o°o°o°o °0000000000000 7 BUILDING ` i i (A ar °O°O0 0 .00°0 t I 000000000000 o WOODS FILLER _�� °0°0°0000000 1 PIPE PROPOSED 0000000o°o0o0 0 CONC. PAD 00000000000000000 PROPOSED ASPHALT VENT\ (600 SF), $° 0000000000000 PAVING, ('700 SF) I � 0 0 0 0 0 0 C °0°0°0°0°°o°C ►`q \ GRASS W I QVERHAN �v Q) l -. 1_�C3L1..1 N o 50' -SETBACK GATE_ NFI T TRENCH I L . I. W/BERM, REF. SHT-C4 TING ASPHALT, EXISTING �--- I \� © UNDISTURBED Q _ GRASS I �, -H SIGN \ _ F--4 C v CHAIN LINK FENCE j M W/3 STRANDS OF BARBED w �ro tP WIRE ABOVE TOPRAIL W • T 271.00' N79'29'00"W CONC. SIDEWALK i \ a---� BENCHMARK —2 \ / PROPOSED RELOCATED BENCHMARK —1 \ r NAT. GRID POLE BONNET NUT ON HYDRANT RR SPIKE IN POLE ELEV.=105.24' ELEV.=98.70'\\ \ o I / L V V o rr rn a,IStreet \O / NOTE: HARLAN—McGEE of NORTH AMERICA HAS NOT BEEN RETAINED I 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 \ 1 I ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. \ 0 COPYRIGHY,D C 2004 BY HARLAN—McGEE of NORTH AMERICA. ALL RIGHTS RESERVED. THIS DOCUMENT AND ALL ATTACHMENTS ARE THE PROFERTY OF HARLAN—McGEE of NORTH AMERICA. ANY UNAUTHORIZE WITHOUT THE PERMISSION OF HARLAN—MCGEE S STRICTLY PROHIBITED AND THE REPRODUCTION, TRANSLATION OR COPYING OF ANY PART OF Notes: THE 9O76KUNI BEYOND STATES COPYRIGHT ACT WITHOUT THE PERMISSION \ I OF THE COPYRIGHT OWNER, HARLAN—McGEE, IS UNLAWFUL. ALL REQUESTS FOR PERMISSION OR FURTHER INFORMATION SHOULD 1) Elevations are based on an assumed datum. BE ADDRESSED TO: 2) The location of underground utilities shown on this plan — — MALT A, NORTH AMERICA — _ - - - - - - — — _ —_ - - — HARLA 4000 SILVER M A 0 are for information only, and all utilities may not be shown. The contractor s7oll contract U.F.P.O. (1 -800-962-7962) and the proper local authorities or DRAWING: respective utility company having jurisdiction to confirm the location of all existing utilities before commencing ✓� ' Legend PLAN VIEW work. Any cos's incurred by the Contractor due to the 5/8" steel rod set with a tag failure to contc t the proper authorities shall become the responsibility of the Contractor. o marker found, labeled SCALE: 1 "=20' 0 utility pole DRAWN BY: WEC - - overhead wires DATE: 12-11-09 — — wire fence RECEIVED REVISIONS: II TEST DATA ADDED - stone wa � r �>nF � WEC 12 23 0 2 TEST PIT AND PERC TEST DATE WEC 2-23-10 AND INFO AnnFn TO DATA TO OF QUEENSBURY 3 PERC TEST DEPTH ADDED WEC 4-8-10 FLAN E � RULINNING OFFICE TANK LOCATION 4 I WEC 4-13-10 STAMP: PROJECT NO. G 2 II = I HMNA09-02 _e'ff DRAWING NO. SIGN --'FD WEC 5-19-10 � ®Ito -ATE LOCATIONS WEC 5-14-10 1 C 2 y` E C9 P.E. WOODS 8 CHAINLINK SECURITY FENCE APPROX . LOCATION I W/ DARK GREEN LINK SLATS AND 3 STRANDS OF ABSORBT ON BED WIRE ABOVEOP T R BED 1 � 0 L � I I I NEW ASPHALT X gg' 4 ~ 0_ I L°�° PROPOSED SHED � � 00 NEW SECURITY LIGHTING X O I OO O QLO ETERNALUME 150W METAL HALIDE AREA LIGHT W/ FULL - _ 2Q'-n" O O cf-) z C) CUT-OFF SHIELD ; - LLJ N O O z 0 o CONC. SADDLE 4 : cl- (2 TYP.) -� 100.96 0 00 0 LLJ ° X "�P ° °° EXIST LIGHT g9 .� 1 Q � m � I oz w X S T LLB �. U E)- I ( 0 (V GRAVEL ' �- z REELIf ._ z a) ROLLING Ai SURFACEI I z o CHAINLINK I J � LLJ Q GATE L� I 30,000 GAL. 0 PROPANE X z 0 � o STY CONC. PUMP PAD I I TANK m `t . FOR LP PUMP WOODS CONCRETE BLOCK 55'-10�2" � \ �X 5 BUILDING CONCRETE PAD1\ g4.0 MAINT. SURFACE , Box \ ! X ` TRANSPORT \ UNLOAD RISER � — — — o I VENT f 0 � BOBTAIL TRUCK ,.. o W \ LOADING RISER ' ° W 10" BOLLARDS SURFACE 4 TYP. o \ --=- X / I EXIST LIGHT L - - - - - - - ETERNALUME 150W METAL HALIDE AREA LIGHT W/ FULL . . . . . . . . ROLLING CUT-OFF SHIELD C 9� 36 96.61 I w ►--� CHAINLINK O OVERHANG GATE O 71 ��m ROLLING NEW .ASPHALT .PAVING _ O CHAINLINK GRASS GATE . . . . . . . . . . c' Q0 . . . . . . . . . . . . . . . . . . . . . . .. . . . gg. I � y \\ . . . . . . . . . . . LEGEND C\2 \ UE UNDERGROUND ELECTRIC \ ` —OHE OVER HEAD ELECTRIC EXISTING ASPHALT ` NOTE: O RLAN—McGEE of NORTH AMERICAIN HAS NOT BEEN RETAII OVAL) \ I.AA CE PERFORM OR PROVIDE ANY PROJECT INSPECTIONS, APPROVAL' CERTIFICATIONS, OR CONSTRUCTION OBSERVATION SERVICES, AS RELATED TO THE CONSTRUCTION OF THIS PROJECT. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICF 8' CHAINLINK SECURITY FENCE I�6'S DISAGREES STOP WORK AND NOTIFY T AS TIE ARCHITECT PLAN,ON MIS ENGINEER THE NO \ 6'X 8 ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. W/ DARK GREEN LINK SLATS SIGN I COPYRIGHET C 2004 BY HARLAN—McGEE of NORTH AMERICA. AL RIGHTS RE ERVED. THIS DOCUMENT AND ALL ATTACHMENTS ARE T 3 STRANDS 0 F BARBED WIRE PROPERTY OF HARLAN—McGEE of NORTH AMERICA ANY UNAUTHO! WITHOUT THE PERMISSION OF HARLAN—McGEE IS STRICTLY PROHI! AND THE REPRODUCTION TRANSLATION OR COPYING OF ANY PAR1 THIS WORK BEYOND THA PERMITTED BY SECTION 107 OR 108 0 ABOVE TOP RAIL THE 1976 UNITED STATES COPYRIGHT ACT WITHOUT THE PERMISSI \ I OF THE COPYRIGHT OWNER, HARLAN—McGEE, IS UNLAWFUL ALL REQUESTS FOR PERMISSION OR FURTHER INFORMATION SHOU -� 9 g•3� 9 6•28 BEADDRHARLANE McGEE of NORTH AMERICA 4000 SILVER BEACH RD., I MALTA, NY 12020 DRAWING: PLAN VIEW ' 2 71 . OO " SCALE: 1 8»_ 10 -0 » DRAWN BY: WEC �V 79 °29 BOO W -- - DATE: 12-11-09 9 33 1 11'P REVISIONS: SIDEWALK .� • __ Al REVISED GATE LOCATIONS WEC 5-14 _ 2 SIGN ADDED WEC 5-19 ,gg 05 3 4 5 E F: LAN STAMP: PROJECT NO. 14E HMNA08—C J. + � DRAWING NO. ERNES . d3 E. V POST TIE WIRES BARBED WIRE TOP RAIL @ 15" CENTERS (3 STRANDS) TIE WIRES @ 24" r TOP RAIL CENTERS LINE POST e"'I CHAIN LINK FENCE WITH PRIVACY/SCREEN M SLATS DET. 3/C5 _� �_ �C( I� �t U N TERMINAL j 24 2�jgll 30 , 000 GAL . STEEL = '--t POST � 00 PROPANE TANK QLn STRETCHER I ( >- 00 BAR 8'-0" ' ® 3: 3/8 IN. DIA. z x ' " z uTRUSS ROD 000 0 OOO w ° HOOK BOLTS oo 4. =III=IIIIII1I1=1 I11I11 I11I1=1I11I11I1=1I1=III o m 42 MIN. BRACE RAIL Ln CONIC . TANK SADDLE 00 CONCRETE NOTE: LINE POSTS MAY c/-) BE DRIVE SET TO 40" MIN. ( 2 T Y P) Ln ry m w I ,_o„ 10 MIN. DIA. BELOW GRADE AND CONCRETE ' = Q) Q) OMITTED. - -- -- z o w -C a EEN�C.E DETAILS o FROPANE TANS: _ PLAN VEA_ DETAL = FENGE NTS W � w BARBED WIRE 3 STRANDS � 1 1 . 2511 VINYL/PLASTIC LITE LINK 1 M SLATS, COLOR TO BE DARK GREEN w --- -- - w w ® ® 2. 25 x2. 25" 9 GA. 30,00o GAL #5 BAR, 2' OC _ GALV. STEEL MESH PROPANE TANK - VERT. AND HORIZ k C\2 (TYP) PRECAST -7 11 3" CLE 4R - CONCRETE SADDLE NOTE: HARLAN—McGEE of NORTH AMERICA HAS NOT BEEN RETAINED TO PERFORM OR PROVIDE ANY PROJECT INSPECTIONS, APPROVALS, CERTIFlCATIONS, OR CONSTRUCTION OBSERVATION SERVICES, AS RELATED TO THE CONSTRUCTION OF THIS PROJECT. URSE OF CTION A CONDITION STS CONCRETE FOOTING SHALL STOPOWORK ANDCNO�UTHE ARCHITECT& ENGINEERWORH t DISAGREES WITH THAT AS INDICATED ON THIS PLAN, THE CONTRACTOR ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. COPYRIGHID C 2004 BY HARLAN—McGEE of NORTH AMERICA. ALL PRECAST CONIC SADDLE PROPERTY 0 HARLAN—McDGEEMof NORM AMERICA. HANY UUNAUTEHORIZ AND THE REPRODUCTION TRANSLATION OR COPYING OF ANY PART OF WITH4'—O" W/F 00 T A N G A THIS OUT I ION OF HARLAN—MCGEE IS STRICTLY PROHIBITED 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: POURED CONC. 3" MIN }�I 4000 I McGEE of NORTH AMERICA LEVELING BASE I I V �� } —O MALT SILVER BEACH RD., MALTA, NY 12020 4' o" 311 MIN. DRAWING: ' — 5I_cI1 #4 @12"OC TOP DETAILS = �° 12"#2 STONE BASE # 5 @6" OC BOT II IF SCAM: AS SHOWN GEOTEXTILE FABRIC DRAWN BY: WEC DATE: 12-11 -09 REVISIONS: BARBED WIRE ADDED WEC 5-14-10 1 w 2 3 N _ #� 4 — T I GONG . 5A STAMP: PROJECT N0. VAT _ A E �f� �� TAB/� �� fig- FENG � \,, ',�15- HMNA09-02 D � -- DRAWING N0. 1/2 �-TAL � SGlz�EEN 1/4 5/ C - 5 059�4 f� ERNEr; e P.E.