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2006-179TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20060179 Application Number: A20060179 Tax Map No: 523400-309-007-0001-055-000-0000 Permission is hereby granted to: GLENS FALLS OBSTETRICS & GENECOLOGY C For property located at: WESTERN AVE. SOUTH in the Town of Queensbury, to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Owner Address: PRG WESTERN REALTY, LLC ONE BROAD STREET Plz GLENS FALLS, NY 12801-0000 Contractor or Builder's Name / Address ADIRONDACK ENGRAVING & SIGN S PHIL 22 COOPER STREET 22 COOPER St GLENS FALLS, NY Plans & Specifications Type of Construction Sign Total Value Electrical Inspection Agency Value 2006-179 GLENS FALLS OBSTETRICS & GYNECOLOGY 19 SQ FT FREESTANDING SIGN $38.00 PERMIT FEE PAID - THIS PERMIT EXPIRES: Thursday, April 26, 2007 (If a longer period is required, an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To o ueens d esday, April 26, 2006 SIGNED BY � for the Town of Queensbury. Director of Building & Code forcemeat _ _ _ ya' / _� � qo � _ f 4 `J / � C � N �V y T O f _� o.�`o L J -•'� � I f �y � �Q �_ �v / � , — // � I T 2 `�- 9 SIDEWALK � 0 6.. W I P m � 1 � � N o o, � �� �3 N Q� �---i- -� 1 __ _ _ o_ o � � � � _ o v� � o r..v c o ���i �`��a � c�i "' � s� �c��a s�i I is f � c a m o � �. � � � _. o � co �.. _� as >� m o y o� V a o. oe z � T e a o - s T / O m NOTESo Site Data Worksheet t 1 . CONSTRUCTION IS TO PROCEED IN ACCORDANCE WITH THE REQUIRED PROPOSED CONSTRUCTION PHASING SCHEDULE SUPPLIED BY THE CONTRACTOR OR SHOWN ON THE PLANS. ALL ELEMENTS OF EASEMENTS AND RIGHT-OF- Lot Size = 20,000SQFT. 57,063 SF. 100% WAY PROCUREMENT ARE TO BE COMPLETE PRIOR TO BEGINNING THE NEXT CONSTRUCTION PHASE. THESE ELEMENTS INCLUDE ALL UTILITY Site Statistics: - Greenspace 30% 20,908 SF. 36.6% INSTALLATION, THE BASE COURSE. OF ASPHALT, PAVING, AND ESTABLISHING GRASSES ON ALL OTHER R.O.W. AREAS AND ANY OTHER Asphalt 14,418.4 SF. 25.3% EX ? AREAS DISTURBED BY CONSTRUCTION. FOR TIME FRAMES - Building/Sidewalk 7,361 .0 SF. 12.9% 2 GAS MAIN OUTSIDE THE GROWING SEASON, OTHER METHODS OF SOIL -Woods 14,374.85 SF. 25.2% STABILIZATION (SUCH AS THE USE OF JUTE MESH AND EXCELSIOR d- Building Height 40' MAX 30 ' MATTING) WILL BE USED UNTIL SUCH TIME AS GRASS CAN BE 28 spaces on site ESTABLISHED. Spaces p � } U N � Parking p L� O 3 Handicap spaces on situ Total spaces 31 2. IMMEDIATELY FOLLOWING THE COMPLETION OF CONSTRUCTION N d- i� N = � � ACTIVITIES IN ANY PORTION OF THE SITE, PERMANENT VEGETATION 00 Setbacks S g)� �_ SHALL BE ESTABLISHED ON ALL EXPOSE SOILS. (Building): Front 50, 51 .70 O W IVESTERN C' >- 00 3. I N T ESTABLISHING VEGETATION N Side L 20' 79•3 'y •G W SOME INSTANCES ES ABLISH NG VEGETA ON O R O.W. AREAS � ) Fp q W � � . S 12 W P4 WILL BE NECESSARILY DELAYED WHILE CONSTRUCTION IS IN Side R 20' 30.4 w ' TER MAIN GAS PIPING -- , ) --_ W DETAIL 1 C-7 PROGRESS. DURING THESE TIMES SEDIMENT CONTROL MEASURES WILL Rear 20' 98•3 IPF C, ------ _ W W WATER TAPPING VALVE BE EMPLOYED TO PREVENT SEDIMENT FROM LEAVING THE SITE. z x W VEGETATION IS TO BE ESTABLISHED IN THESE AREAS AS SOON AS IT cn 0 c-�1�y=�LE�s W DETAIL 4 /C-7 IS PRACTICAL. C-f v ,ILLS IN 1 WIDE PAINTED STOP BAR & SIGN --- w4-1 CF 0UNSBURY - �_ W Z C� PARKING CALCULATIONS �1! - --- �s 4. THE SEDIMENT CONTROL MEASURES DETAILED ON SHEET C-3 SHALL z 0 - S _`_ '----W BE IN PLACE PRIOR TO CONSTRUCTION START-UP FOR EACH BUILDING SQUARE FOOTAGE = 5600.OSQFT. - 18.66 W 300 � --._._ cIRF CONSTRUCTION PHASE. THESE MEASURES CONSIST OF HAY BALE a- � - --_ DIKES, SILT FENCES, DRAINAGE DITCH SEDIMENT FILTERS, STORM p 14 EMPLOYEES - 7 �, 3-= -�� r' c1Ty of G-T1 DRAIN INLET FILTERS, AND STABILIZED CONSTRUCTION ENTRANCES. r 2 GATE VALVE FALLs - ' + Tow OF T7 — -5 ONCE CONSTRUCTED, ALL MEASURES SHALL BE PROPERLY MAINTAINED In SIGN QUEENsBURy - rE AND/OR REPLACED AS NECESSARY, AND THEN REMOVED FROM THE SITE 25.66 ----- � 2 ,4 DETAIL 16/C-6 ADD 20% = 1 .20 x Y PRESSURE SEWER DETAIL v ONCE VEGETATION AND PAVEMENT ARE IN PLACE. CO 31 SPACES �_._, 2 DETAIL 15 / C-6 � m In "�'� SANI GRINDER PUMP 5. DAMAGE TO SURFACE WATERS RESULTING FROM EROSION AND Li-i TARY G - SEDIMENTATION SHALL BE MINIMIZED BY STABILIZING DISTURBED z cll WATER & SEWER DEMAND �- --__ -- — ____ C. W �� DETAIL 5/ C 7 AREAS AND BY REMOVING SEDIMENT FROM CONSTRUCTION SITE �� 75.7 --_� o FIRE HYDRANT DISCHARGES. W Cn 0 FLOW PER. EMPLOEE 10.2 GPD x 14 EMPLOYEES = 142.8 GPD - — _ DETAIL 12/C-6 WV C) 5600 SQFT x 1/10 GAL/SOFT - 560 GPD --`-- GRADE CLEAN OUT � D<I p Y INSOFAR AS PRACTICABLE EXISTING VEGETATION SHALL BE 702.8 GPD -- S T$A DETAIL 13/C-6 PRESERVED. SITE PREPARATION ACTIVITIES SHALL BE PLANNED TO _ MINIMIZE THE AREA AND DURATION OF SOIL DISRUPTION. ALL 79 m � J _ � PR P LIMITS OF CLEARING <c - PROPSED 4" PAINTED CENT ERLINE HEALTHY TREES OF DESIRABLE SPECIES ARE TO BE PROTECTED FROM DAMAGE. ALL UNNECESSARY REMOVAL OF HEALTHY TREES SHALL BE w © Q FRENCH BUILDING DR SWEET N/F OF AVOIDED. - SWEET co DETAIL 3/C-3 WOODS � � >, L 18• SL HANDICAP DETAIL 1/C-6 7 PERMANENT TRAFFIC CORRIDORS SHALL BE ESTABLISHED AND ROUTES , OF CONVENIENCE SHALL BE AVOIDED. CONSTRUCTION TRAFFIC _ 80 x7o' PROPOSED 5 WIDE SHALL NOT CROSS STREAMS OR DITCHES EXCEPT AT SUITABLE MEDICA 1 CONCRETE WALK 8/C-6 CROSSING FACILITIES, AND SHALL NOT OPERATE UNNECESSARILY I - ,L ARTS f 5600 SQF ./ BUILDING PROPOSED ASPHALT WITHIN WATERWAYS OR DRAINAGE DITCHES. cIRF ( , FF.- 9g.�3� ,� � o SURFACE 6/C-6 � J 30.4 � I 8. TOPSOIL AND FILL THAT IS TO REMAIN STOCKPILE ON-SITE FOR CIRF _ Z �-�` -�-- PERIODS GREATER THAN 14 DAYS SHALL BE STABILIZED BY SEEDING. PRIOR TO THE SEEDING OPERATION THE STOCKPILED MATERIAL PROPOSED BERM CURB FEASIBLE TO PERMIT THE USE OF SHALL BE GRADED AS NEEDED AND E 9/C-6 F EEDBED PREPARATION SEEDING CONVENTIONAL EQUIPMENTOR S di PROPOSE CURB 11 C-6 4� MULCH APPLICATION, AND MULCH ANCHORING. IN NO CASE SHALL . BENCHMARKI U� � � _ERODIBLE MATERIALS BE STOCKPILED WITHIN 25 FT OF ANY DITCH, C\t C.I.R. — ' '� STREAM, OR OTHER SURFACE WATER. W I,ELEV.=99.35 PROPSED WD. LATICE RF 9. EMBED HAY BALES 4 INCHES. STAKE ALL BALES TO RESIST WATER FORCES. HAY BALES SHOULS EXTEND FAR ENOUGH UP SLOPE TO PREVENT WATER FENCE & GATE 5/C-6 � o 5"? FROM FLOWING AROUND ENDS AND CAUSING WASHOUT. HAY BALES COLLECT SIDEWALK — OIL UNDER LOW FLOW CONDITIONS. HAY BALES SHOULD BE USED IN W L PROPSED LIMITS of CLEARING DRAINAGE CHANNELS FROM MAINTENANCE AREA. 10 2D• -� — � R LANDS N F OF °d RINGER � �—+ g• 0 10. HAY BALE BERMS SHALL BE CONSTRUCTED AROUND ALL STOCKPILES OF _ FILL, TOPSOIL AND EXCAVATED OVERBURDEN THAT ARE TO REMAIN W G4 { WOODS J EXPOSED FOR PERIODS LESS THAN 14 DAYS. HAY BALE BERMS SHALL `�I 31 PARKING BE ANCHORED AND MAINTAINED IN GOOD CONDITION UNTIL SUCH TIMECIO W --_. _ t1� `- — SPACES WBROUGHT AS SAID STOCKPILES ARE REMOVED AND STOCKPILING AREAS ARE TO FINAL GRADE AND PERMANENTLY STABILIZED. .-. T ^ --_._ ACK © �� cat GENERAL SITE NOTES: 4 M i 1. PRI❑R TO C❑NSTRUCTI❑N, CONTRACTOR SHALL OBSERVE EXISTING ---� C❑NDITI❑NS; VERIFYING GRADES AND FIELD MEASUREMENTS AND N❑TIFY THE ENGINEER OR LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. FIELD 3 24• ADJUSTMENTS MUST BE APPROVED BY THE ENGINEER OR LANDSCAPE — • 0 ARCHITECT PRIOR TO INSTALLATION SL @ E 2. THE UTILITIES SHOWN HAVE BEEN PLOTTED FROM AVAILABLE MAPPING, INV=94. 1 THEY ARE NOT CERTIFIED AS TO THE ACCURACY OF THEIR LOCATION, OR NOTE: HARLAN—McGEE of NORTH AMERICA HAS NOT BEN RETAINED TO PERFORM OR PROVIDE ANY PROJECT INSPECTIONS, APPROVALS, CIRF ' �2 THEIR COMPLETENESS. IT IS THE CONTRACTOR'S RESPONSIBILITY T❑ CERTIFICATIONS, OR CONSTRUCTION OBSERVATION SERVICES, AS �� f RELATED TO THE CONSTRUCTION OF THIS PROJECT. VERIFY THE LOCATION AND EXTENT OF ALL STRUCTURES AND UTILITIES. IF IN THE COURSE 4F CONSTRUCTION A CONDITION EXISTS WHICHWITH T ' --_ 3, CONTRACTORS SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, SHALLREES STOP WORK ANDSNOTIIFYATED THE ARCHITECT &ON THISNENGIN ERNORCTOR INV=94. 0 INSPECTIONS APPROVALS, ETC. FOR WORK PERFORMED FROM AGENCIES ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. COPYRIGHTO C 2004 BY HARLAN—McGEE of NORTH AMERICA. AL HAVING JURISDICTION THEREOF, RIGHTS RESERVED. THIS DOCUMENT AND ALL ATTACHMENTS ARE THE PROPERTY OF HARLAN—McGEE of NORTH AMERICA. ANY UNAUTHORIZE WITHUT4, CONTRACTOR SHALL PROVIDE PROPER SIGNS, BARRICADES AND/OR HE AND THE TR PRODUCTION, TRANSLATION ON—MCRGEE COPYING STRICT AN PROARIBITOED ----_�� THIS WORK BEYOND THAT PERMITTED BY SECTION 107 OR 108 OF FENCES TO PROTECT WORK, PROPERTY, EQUIPMENT AND PERSONS FROM OF THE COPYRIGHT UNITED SATES COPYRIGHT M CT WI S OUNLAWFULERMISSION DAMAGE OR INJURY, ALL REQUESTS FOR PERMISSION OR FURTHER INFORMATION SHOULD BE ADDRESSED TO: 5. DAILY TRAFFIC IN THE VICINITY OF THE SITE SHALL NOT BE IMPEDED HARLAN—McGEE of NORTH AMERICA 4000 SILVER BEACH RD., - IRF WITHOUT PRIOR APPROVAL OF GOVERNING HIGHWAY PERSONNEL. SPEED MALTA, NY 12020 AND TRAFFIC CONTROL SIGNS ARE TO CONFORM WITH LOCAL, COUNTY, AND/❑R STATE SPECIFICATIONS, H`%LDEN 6, CONTRACTOR IS RESPONSIBLE TO REPAIR AND REPLACE ALL ITEMS DRAWING: AVENU DAMAGED OUTSIDE OF PROPERTY / CONSTRUCTION LIMIT LINE, OR ANY ITEMS DISTURBED ON THE SITE WHICH ARE NOT PART OF THE SCOPE OF t WV WV W THIS PROJECT / CONTRACT, SITE LH�V C PLAN A ICI Kv 7, PRIOR TO PROJECT CLOSE-OUT, CONTRACTOR SHALL REMOVE (AND J C LEGALLY DISPOSE ❑F) ALL DEBRIS AND EXCESS MATERIAL FROM THE SITE. SCE; N TS 8, CONTRACTOR SHALL TAKE EVERY PRECAUTION TO AV❑ID DAMAGE TO : TAD -----._._._ ANY VEGETATION TO REMAIN, DRAWN BY _ 9. ALL EXISTING STRUCTURES AND UTILITIES INCLUDING BUT NOT LIMITED T❑; SEWERS, CATCH BASINS, INLETS, MANHOLES, WATER SERVICE, PUBLIC DATE: 20 0-5- AND PRIVATE UTILITIES, POLES TO REMAIN SHALL BE LOCATED AND APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED #26 ALLEN —_ / PROTECTED, IF SUCH STRUCTURES AND/OR UTILITIES ARE DAMAGED, THE ___ _ ;' CONTRACTOR SHALL REPAIR DR PAY FOR THE REPAIR OF THE SAME TO A ADDED STOP SIGN, CURB STOP, 1 SITE � MINIMUM PRE C❑NTRACT/PROJECT CONDITION 1 TAD 7/12/05 -------- ----._____ 10. IF IN THE CURSE OF CONSTRUCTION A CONDITION EXISTS WHICH 2 SIDEWALK BY THE PLANNING �-2------- ------ SCALE: I''20' DISAGREES WITH WHAT IS INDICATED ON THESE PLANS, THE CONTRACTOR TAD 7 f 23/0 BOARD 0 F THE TOWN 0 F Q U E E N S B U RY 0 30 60 90 SHALL STOP WORK AND N❑TIFY THE ENGINEER OR LANDSCAPE ARCHITECT. SHOULD HE/SHE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WORK, 3 0 HE/SHE SHALL ASSUME ALL RESP❑NSIBILITY AND LIABILITY ARISING A THEREFROM, 11, THE CONTRACTOR SHALL NOTIFY CALL BEFORE YOU DIG 1-800-922-4455 FOR 'ST"P:0 01 � PROJECT NO. VERIFICATION OF THE L❑CATI❑N OF UNDERGROUND UTILITIES AT LEAST cj IF �►',r HMNA05— CHAIRPERSON ------------------------- 72 HOURS PRIOR TO THE START OF EXCAVATION. �hQ: �MY .o DRAWING NO. 12, CONTRACTOR SHALL COMPLY WITH CONSTRUCTION INSPECTION ` REQUIREMENTS AND PHASE WORK ACCORDINGLY, DATE SIGNED----------- �. 13. IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN EXISTING o, ; UTILITY SERVICES ENCOUNTERED AND RESTORE ANY SERVICES DAMAGED 0C - 2 � '•,•k®. SQ9Zg��•: ,► OR INTERRUPTED BY NEW WORK, ERN�STirt �� P.E.