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Final Approved Plans BINLEY FLORIST, INC. L. 1465 P. 284 SBL 303.15-1-27 LEGEND _ PROPERTY LINE � � T 20' SIDE SETBACK (TYP.) — � — _ t — e PROPOSED BUILDING ADDRESS 36 PROPOSED BUILDING NUMBER lO SETBACK LINE LANDS N/F THOMAS J. BURKE %' / PROPOSED SEPTI ADJACENT PROPERTY LINE AND �' FIELD I JEREMIAH P. BURKE /� WHITE SPRUCE (6' HT.) >r L. 1422 P. 158 r �V Op3 SBL 303.16-1-1.2 EXISTING CONTOUR ,' � LANDS N /F /�� PROPOSED CONTOUR �~'20ps-� ry WI LLI AM LI A Applvcation PROPOSED CLEARING LIMITS LOD jf L. 5024 P. 209 EXISTING HYDRANT I 2015 EXISTING UTILITY POLE PROPOSED LANDSCAPED / SBL 3 0 3. 16- 1 - 1 . 1 BUFFER (TYP.) EXISTING SIGN / PROPOSED awning Administrator VEGETATED SWALE SNOW STORAGE AREA TOWN OF QUEENS13 RY EXISTING CATCH BASIN EXISTING SANITARY MANHOLE EXISTING SANITARY SEWER EXISTING STORM SEWER _ EXISTING WATERMAIN - PROPOSED RAISED R4.5' 2 R4.5' LANDSCAPED ISLAND (TYP.) 24' EXISTING OVERHEAD WIRE R 4.5' RI 0' ___._._ __ _._ _ R3' WETLAND BOUNDARY ` 8 8 1 30' PROPOSED POROUS PAVEMENT P OP SEE R SE 1 L ND A aO S D R2.5' i STANDARD DUTY ASPHALT R2.5 ' DRIVE AISLES (TYP.) 30' _ R 10' -- - R 2 0' 19 19 R10' 9' T YP: y 16 POND \\ 9 (T V PROPOSED "POROUS PAVEMENT 1 18' (TY .) MAINTENANCE SIGN" T 1 ) - .:: _ PROPOSED 2' WIDE R2.5 PROPOSED PAINT CONCRETE APRON 24' STRIPED ISLAND (TYP.) 18' (TYP.} V R2.5 `\\\\ P OP 5E C 4 ET 11 C RB (T ) A H LT AR<IN I`IA \ TA LS (TY .) OVERFLOW = ` R10' PARKING AREA -- 24'R10' I \\ DRIVEWAY 1 16 R20' \ \\ t R2.5' STORM WATER-`,._1-`---'%` M 30 STANDARD DUTY ASPHALT ( STORMWATER DETENTION AREA �'`-^-.-- an R2.5' DRIVE AISLES (TYP.) DETENTION AREA 1 RIP-RAP C"I00 R15' R2.5 ' CHECK DAM , t - -- — - - - --- �� > > 0 85'� / > > > > > i/ V PROPOSED DRY > N16 1 I \ /' SNOW STORAGE AREA — — /J SWALE \ \ ` \ /� (TYP-) 1. 29.3' - - - - - -- - - - - - - - / EMERGENCY PROPOSED \ RIP-RAP j > > _ SPILLWAY VEGETATED SWALE SPILLWAY z 30' SIDE SETBACK (TYP.) - - - - - - - - - - - - - - - - — - - - - - - J PROPOSED DUMPSTER n- ENCLOSURE IW — — — — V) I GENERAL NOTES: _. 1. ALL CONSTRUCTION AND UTILITIES TO BE INSTALLED IN ACCORDANCE WITH TOWN l i OF QUEENSBURY STANDARDS. ~ W V) 2, ALL ELEVATIONS SHOWN ARE ON USGS ELEVATION BASE. Q 3. ALL GRADING TO BE 3:1 (HORIZONTAL:VERTICAL) MAXIMUM SLOPE. GRADED (A LAWN/YARD AREAS SHALL HAVE A MINIMUM SLOPE OF 2%. V) z 4. PRIOR TO ANY WORK IN THE TOWN RIGHT—OF—WAY, THE CONTRACTOR SHALL LANDS N/F Cf)J OBTAIN A HIGHWAY WORK PERMIT FROM THE TOWN HIGHWAY SUPERINTENDENT. LEO T. POWERS I AND < LLE A. JAMESON 5. PRIOR TO ANY WORK ON ANY WATER SYSTEM, THE CONTRACTOR SHALL OBTAIN ANY NECESSARY PERMITS FROM THE TOWN DEPARTMENT OF PUBLIC WORKS. V. 4112 P. 62 SBL 303.16-1-4 FOR INFORMATION ONLY z Lij 6. ALL CONTROLLED FILL SHALL BE CERTIFIED BY A LICENSED SOILS ENGINEER, THAT NOT FOR CONSTRUCTION PLACEMENT OF THE MATERIAL WAS DONE IN A MANNER SUITABLE FOR THE INSTALLATION OF WATER MAIN, STORM SEWERS, AND SANITARY SEWERS. TO THIS m END, NO FILL SHALL BE PLACED IN AREAS IDENTIFIED ON THESE PLANS AS UNAUTHORIZED ALTERATION OR m CONTROLLED FILL AREAS UNTIL CERTIFYING SOILS ENGINEER HAS BEEN CONSULTED. ADDITION TO THIS DRAWING IS �. 10 0 22 1 REVISION PER APPROVAL CONDITIONS CDL A VIOLATION OF SECTION 7209 SITE PLAN - REAR PARKING 9 9 23 15 DRAWING FIELD CHANGE 3 CDL SUBDIVISION 2, OF THE NEW !,LQ ; p 7. THE CONTRACTOR SHALL CALL THE U.F.P.O. (1-800-962-7962) TWO WORKING �s y LIA NISSAN I DAYS PRIOR TO ANY EXCAVATION TO HAVE UNDERGROUND UTILITIES LOCATED IN 8 6 26 15 DRAWING FIELD CHANGE 2 CDL YORK STATE EDUCATION LAW. ONLY COPIES MADE FROM THE D I X AVENUE THE FIELD. 7 6 1 15 DRAWING FIELD CHANGE 1 CDL * lr-. j 6 4 29 151 REVISED FOR TOWN FILING CDL ORIGINAL OF THIS DRAWING ',� 8. NO SUMP PUMP, ROOF DRAINS, CELLAR DRAINS, OR FOOTING DRAINS SHALL BE 5 4 10 15 BEARING AN ORIGINAL INKED VILLAGE OF QUEENSHURY' REVISED PER CLIENT JDO OR EMBOSSED SEAL AND `^� s asap ingalls & associates, LLP COUNTY OF WARREN STATE OF NEW YORK p CONNECTED TO THE SEPTIC SYSTEM. 0 40 80 120 FT NOTE: 48 HOURS PRIOR TO ANY CONSTRUCTION 4 3 06 15 BID SET JDO SIGNATURE SHALL BE CONSIDERED `�,- �` engineering,ACTIVITIES, THE CONTRACTOR SHALL CONTACT 3 2 25 15 REVISED PER TIDE COMMENTS JDO AO. SS'1 i� 9 eering, environmental,surveying DATE: CHECKED BY DIG SAFELY NEW YORK TO LOCATE ALL 2 2 20 15 BUILDING FOOTPRINT UPDATE JDO TO BE VALID TRUE COPIES. 2603GUILDERLANDAVENUE ULY 21, 2015 JOB NO. OFI SCALE: 1" = 40' 0 UNDERGROUND UTILITIES. 1-800-962-7962 1 1 26 15 REVISED PER TOWN COMMENTS JDO © Copyright 20?5 — Ingalls & SCHENECTADY,N.Y.12306 14-091 N 1" = 40' SCALE BAR DAVID F. INGALLS, JR. P.E. PHONE:(518)393-7725 DRAWN BY:CDL NO. DATE: REVISIONS BY: Associates, LLP — All rights reserved N.YS. LIC, NO. 064993 FAX:(518)393-2324 CADD FILE: 14091—SITE PLAN.dwg SHEET1 OF 4 �1 \ ° f PROPOSED SEPTIC FIELD 330 r. i` PROPOSED VEGETATED SWALE (TYP.) �1t , I FES-1 Jf INV OUT: 319.15 -- 323 � j f I 322 azs / 1 -_ 320 321 322.'4 327 jl fill < `324 \ . 324.00 Fr TC:323.43 TQ 323.29 BC:322.93 3 .50 1 111, }, f' SC:322.79 ! /" f r 1 TC:323.40 TC 323.32 .::. ryry I T I� 1'� - j BC:322,90 BC:322.82 _ . . _. f 1 , 111, , f "\ 325.66 326.37 i'I.f / TQ 323.50 TC:323.58 BC:323.00 / �7 -2 5 L JV BC:323.08 ' ;' TC 322.44 �gil, ,. !! TC:323.82 BC 321.94 I 7 BC:323.32 _._ _ HP:326.0p / r TC:322.16 1 TC:323.33 BC:322.16 3215.08 �v BC:322.83 TC:323.50 8 BC.323.00 TQ 324.15 TC:322.84 'y _ _. _ { BC:323.s5 "a 114OLF 24" , ! j `-� 1 BC:322.34 TC:324.12 $ICPP ® ��/ 1 J f f �� BC•323.62 TC:323.02 TC:323.25 / _�/ / / r j r f !' `\ BC:322,52 0.37'lo I3271 1 i I BC:322.75 09 i 325>25 326 4.26 TC:323.92 BC:323.42 3.76 N S 324.50 �" % TC;32415 324.00 �2.0 BC 323.65 POND -. Td . 324.07 �•., v, t� /i' V 1 VOU :3 .6 :2 IC i 1 .. 324 TC:324.51 2S ec:324.01 TQ324.73 HP:324.15 j�ILF `' ( 1 7 �� FES-3 ? BC:324.23 2 \ �� 4"S INV OUT: J r 418.20 TC:324.50 I I / J 0.0 9. BC:324.00 TC:32173 >g 323 30LF /40 �r 1,2 `Z / ' 323 I l SI CP P C� LF� \ \ 0.66% INV:370 g0'//, ' 0.5b 0.5b� 329.85 \ �eL� 1 322.90 \ / TC:324.15 TC:324.1 y 1 324.00 BC:323.65 TC:323.92 / / ~• -- t BC:323.42 - TC:323.38 - \ BC:322.88 �s �\ N FES-2 5 / - \ o INV IN:318.00 FES-4 _ INV IN:418.00 32 -_26. \ TC:323.47 _ 5 32,3324 LEGEND \ BC:322.97 322 \ TC:322.98 � 1 31 320 321 f' \ 323 BC:32z 46 z2.' I 318 9 j 1 Q \ TQ32ZBO u> 326 / PROPERTY LINE N BC:322.30 1 6 . _ 25.2 r O \ 0 322 PROPOSED BUILDING ADDRESS 36 3 9; � TC: 322 �318.00 ' DRY SWALE _ DRY' POND 324.30 BC:32207 0 ___ __-. - r� 325 _ PROPOSED BUILDING NUMBER 1O � 25.00 TC:322.19 � =' BC:321.69 TC:321.90 i i 6/ -- f S 32 .46 =, 1 18" HIGH CHECK DAM SETBACK LINE � BC 321.40 --- "' j 325:60 32 .5Q - PROPOSED DETENTION POND BOTTOM ELEV=323.0 1 323.5o TC:323.00 321.as , I TOP ELEV=324.5 320 ADJACENT PROPERTY LINE O ` - 3.70 :324.00 BC:323.00 I 321.40 324.50 :323.soa 324 1 rn - 321 325,- 325 WHITE SPRUCE (6' HT.) CN 322. 9 TC:321.08 324 BC:320.58 z2. o OVERFLOW WEIR' '•. i 6" UNDERDRAIN 1 3t .50 320 3zo 323 ,' INV=320.5 3 3 EXISTING CONTOUR 319 318 ` / 322 a`�27 32o PROPOSED CONTOUR 321 o �ROPOSED 318.00 EARTHEN BERM / / LOD BASIN j PROPOSED CLEARING LIMITS Q i L 320 - ERMANENT CHECK BASIN 320.00 320 > �- �320.00� _ / EXISTING HYDRANT Z 320 322 321 320 320 EXISTING UTILITY POLE 321.00 321.00 321.00 / Q 321.00 _ - •- - - _ - EXISTING SIGN 8'x8' RIP-RAP ` OVERFLOW WEIR ` EXISTING CATCH BASIN VEGETATED SWALE BOTTOM ELEV=320.0 \ �' TOP ELEV=321.5 EXISTING SANITARY MANHOLE � EXISTING SANITARY SEWER to {I j EXISTING STORM SEWER _ W V) EXISTING WATERMAIN - z EXISTING OVERHEAD WIRE --- cn z Cn cn _ _ PROPOSED POROUS PAVEMENT J J Q LL_ Z FOR INFORMATION ONLY J _ NOT FOR CONSTRUCTION c� J UNAUTHORIZED ALTERATION OR '_-- _ ADDITION TO THIS DRAWING IS ,! F N► .,\ 9 GRADING PLAN - REAR PARKING 10 0 22 1 _VISION PE:- _ _ CON CDL A VIOLATION OF SECTION 7209 �C- �-� rn 9 9 23 15 ''AWING FIE_: t-+:.\G� 3 CDL SUBDIVISION 2, OF THE NEWr1� "w,`.�n r � o .�, - LIA NISSAN 8 6 26 15 =AWING FIE_- uANGE ,_,2 CDL YORK STATE EDUCATION LAW. �� `i� � � ; _ _, I ONLY COPIES MADE FROM THE � * DIX AVENUE 7 6 1 15 =AWING FIE_-- --NGE 11 CDL * 11 ORIGINAL OF THIS DRAWING j 6 4 29 15 =VISED FOR FILING CDL BEARING AN ORIGINAL INKED = VILLAGE OF QUEENSBURY � 5 4 10 15 -VISED PER __ _ .T JDO 0 40 80 120 FT NOTE: 48 HOURS PRIOR TO ANY CONSTRUCTION OR EMBOSSED SEAL AND �s Bas �" in galls & associates, LLP COUNTY OF WARREN STATE OF NEW YORK p 4 3 06 15 D SET JDO SIGNATURE SHALL BE CONSIDERED �O ACTIVITIES, THE CONTRACTOR SHALL CONTACT 3 2 25 15 -VISED PER OMMEN JDO TO BE VALID TRUE COPIES. � `cS510�P�i engineering,environmental,surveying PATE: CHECKED BY:DFI , DIG SAFELY NEW YORK TO LOCATE ALL 2 2 20 15 � ILING FC_- PDATE JDO 2603 GUILDERLAND AVENUE ULY 21, 2015 [JOB NO. SCALE: 1 = 40 O UNDERGROUND UTILITIES. 1-800-962-7962 1 t 26 15 -VISED PE= - �MMENTS JDO © Copyright 2015 - Ingalls & SCHENECTADY,N.Y.12306 14-091 CV 1" 40' SCALE BAR - _ DAVID F. INGALLS, JR. P.E. PHONE:(518)393-7725 DRAWN BY:CDL e SHEET2 OF 4 / NO. DATE: NS REVISIO BY: Associates, LLP - All rights reserved N.Y.S. LIC. NO. 064993 FAX:(518)393-2324 CADD FILE: 14091-GRADING PLAN.dw CONSTRUCTION SEQUENCE: 1. ESTABLISH PERIMETER SILT FENCING, BARRIERS, AND STABILIZED CONSTRUCTION ENTRANCES. 2. CONSTRUCT SWALES & DETENTION POND, ESTABLISH VEGETATIVE COVER ONCE COMPLETED. 3. BEGIN ROUGH GRADING OF PHASE 1 PARKING AREA, TAKING CARE TO ESTABLISH TEMPORARY SWALES AND PERMANENT SWALES WITH TEMPORARY CHECK DAMS TO DIVERT RUNOFF TO STORM POND; STABILIZE CUT AND FILL SLOPES, _ 4. INSTALL SEPTIC AREA, UTILITIES AND WATER LINES. INSTALL CHECK DAMS IN DRAINAGE FLOW LINES. , . STABILIZE INTERNAL PAVEMENT AREAS WITH APPLICABLE BASE COURSE AS SOON AS PRACTICAL. 6. CONSTRUCT BUILDING PAD AND COMMENCE CONSTRUCTION OF BUILDING. EROSION AND SEDIMENT CONTROL NOTES: - - - - - - - 7. COMPLETE PARKING AREA SUBGRADE EXCAVATION, CONSTRUCT BASE COURSE, STABILIZE WITH SUB ROADWAY. 1. THIS PROJECT IS AUTHORIZED UNDER NYSDEC PERMIT GP-0-15-002. 8. AFTER INSTALLATION IS COMPLETE FOR PHASE 1 PARKING AREA PAVEMENT BASE COURSE AND BUILDING PAD 2. ANY CONTRACTOR INVOLVED IN EARTHWORK ACTIVITIES, INCLUDING BUT NOT / " 9 - - - _ GRADING, PHASE 2 PARKING AREA CONSTRUCTION CAN COMMENCE. LIMITED TO: CLEARING, GRADING AND TRENCHING, SHALL REVIEW ALL PERMIT - f CONDITIONS AND CERTIFY UNDERSTANDING OF THESE CONDITIONS, IN WRITING. IT - t 1 9. AFTER INSTALLATION OF PHASE 2 PARKING AREA BASE COURSE IS COMPLETED COMMENCE SITE PAVING OPERATIONS. 10. ROPE OFF OR CLEARLY DELINEATE THE POROUS PAVEMENT AREAS TO KEEP CONSTRUCTION TRAFFIC IN THESE AREAS IS THE CONTRACTOR'S RESPONSIBILITY TO IMPLEMENT ALL EROSION CONTROLS ' DESCRIBED IN GP-0-10-001, AND IT IS NOT THE INTENT OF THESE DRAWINGS TO ! // %``� ` 1 REPLACE OR DISSEMINATE THE PERMIT REQUIREMENTS. THE CONTRACTOR SHALL PROPOS EPTIC FIELD TO THE MINIMUM PRACTICAL LEVEL. REMAIN IN COMPLIANCE WITH THE PERMIT AT ALL TIMES. �' r 11. COMPLETE GRADING ON NON-PAVEMENT AREAS. STABILIZE GRADED AREAS NTH TEMPORARY SEEDING AND MULCHING. l 3. A NOTICE OF INTENT (NOI) MUST BE FILED WITH THE NEW YORK STATE 2`9 - `>.> \ ff 12. AFTER 100% STABILIZATION OF EAST SIDE DRAINAGE AREAS AND SWALE CONSTRUCT AND STABLIZE INFILTRATION DEPARTMENT OF ENVIRONMENTAL CONSERVATION FIVE (5) BUSINESS DAYS / 3 i i! ' ( � - �% /' J BASIN. PRIOR TO CONSTRUCTION ACTIVITIES WHICH DISTURB MORE THAN ONE ACRE OF ' LAND AFFIRMING THAT A STORMWATER POLLUTION PREVENTION PLAN HAS BEEN } >' \, t { .3 I' 13. CONTINUE INSPECTION AND MAINTENANCE OF SITE AND EROSION/SEDIMENT CONTROL DEVICES THROUGHOUT THE PREPARED CONSISTENT WITH THE REQUIREMENTS INCLUDED IN THE NEW YORK ` ' \ j i / r ��` - !`;' �- !/,,:` '; _ , ; DURATION OF CONSTRUCTION. STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPDES GENERAL PERMIT / < j \ '-` -- } 1 -� FOR STORMWATER DISCHARGES (GP-0-15-002). 14. REMOVE ALL TEMPORARY SEDIMENT CONTROL MEASURES FROM THE SITE. 4. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED IN / !t 1, 15. WASH AND VACUUM POROUS PAVEMENTS ACCORDANCE WITH THE LATEST EDITION OF NEW YORK STANDARDS AND ; I' 1 �` �r ` ' SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL." (aka: THE BLUE BOOK) / j ` INFILTRATION i' EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION SWALE (TYP.) POROUS PAVEMENT NOTES: ACTIVITIES. �• \ _' " 1. CARE SHALL BE TAKEN TO MINIMIZE CONSTRUCTION ACTIVITY ON POROUS ASPHALT SUB GRADE, BASE COURSES AND 5. AT NO TIME, SHALL MORE THAN FIVE (5) ACRES REMAIN UNSTABILIZED. THE CONTRACTOR SHALL COORDINATE EARTHWORK ACTIVITIES AND IMPLEMENTATION i r`r , PAVEMENT DURING THE DURATION OF CONSTRUCTION. OF SOIL STABILIZATION MEASURES TO ENSURE COMPLIANCE TO THIS PERMIT _7 7 i REQUIREMENT. 77 1 1 . 'i J<a. 1 .f , 2. BARRIERS OR OTHER MEANS OF CLEAR DEMARCATION SHALL BE EMPLOYED TO DELINEATE POROUS PAVEMENT AREAS -� 325 / „�` t j AND MINIMIZE CONSTRUCTION TRAFFIC IN THESE AREAS, 6. IT IS THE INTENT OF THESE PLANS AND NOTES TO BE USED AS A GUIDE BY THE �- C I '` / 3. TEMPORARY SEDIMENTATION BASINS OR CONSTRUCTION ENTRANCES SHALL NOT BE CONSTRUCTED ON POROUS CONTRACTOR TO ENSURE THAT NO ERODED MATERIAL MIGRATES FROM THE SITE F \ I ASPHALT SUB GRADE. OR ENTERS ANY WATER COURSE. 1T IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THIS GOAL IS MET, BY IMPLEMENTING THESE PLANS AND ANY 4. CONCRETE WASHOUT, IF REQUIRED, SHALL NOT BE CONDUCTED OVER POROUS PAVEMENT SUB GRADE. ADDITIONAL MEANS THAT MAY BE NECESSARY. FURTHER MEASURES MAY BE '2? REQUIRED BY THE CITY, VILLAGE, OR TOWN ENGINEER. WHILE MANY OF THE i ;' i r' - ' l / \ POROUSPAVEMENTS 5. SHALL BE WASHED AND VACUUMED AFTER 100% STABILIZATION AS A FINAL STEP PRIOR EROSION CONTROL DETAILS CONTAINED WITHIN THESE PLANS ARE TAKEN CESSATION OF SWPPP INSPECTIONS. ! DIRECTLY FROM THE BLUE BOOK, THE CONTRACTOR SHOULD CONSIDER ANY OF � ! f � I ! �` i +i i , THE DETAILS CONTAINED IN SECTION 7A OF THE BLUE BOOK AS ACCEPTABLE PRACTICE IN THE APPROPRIATE APPLICATION. /`, ' l ' REAR PARKING AREA :�> 7. THE DEVELOPER/CONTRACTOR OR HIS BUILDER SHALL INSPECT AND MAINTAIN �` t PHASE 1 EROSION CONTROL MEASURES WEEKLY AND AFTER EACH RAINFALL EVENT / X' / (� C O N S TR U TI O N P H A THROUGH THE ENTIRE DEVELOPMENT PROCESS. TO ASSURE PROPER FUNCTION, � � AREA - 0.9 AC SILTATION BARRIERS SHALL BE MAINTAINED IN GOOD CONDITION AND REINFORCED, EXTENDED, REPAIRED, RE-SEEDED AND PROTECTED FROM FURTHER EROSION. ALL SEDIMENT ACCUMULATED SHALL BE REMOVED AND CONTAINED IN APPROPRIATE `SHALL BE INSPECTED FOR UNDERMINING AND DETERIORATION. B. , SPOIL AREAS. WATER SHALL BE APPLIED TO NEWLY SEEDED AREAS AS NEEDED UNTIL GRASS COVER IS WELL ESTABLISHED, DURING THESE PERIODIC INSPECTIONS, THE FOLLOWING ITEMS SHOULD BE PAID PARTICULAR ATTENTION: A. SILT FENCING / ' L._ / / - /� / 1 SEEDED/MULCHED AREAS SHALL BE INSPECTED TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHALL BE REPAIRED AS NECESSARY. I \. I \� 8. EROSION CONTROL DEVICES SHALL NOT BE REMOVED UNTIL THE CITY, VILLAGE OR PERIMETER SILT FEN TOWN ENGINEER HAS APPROVED FINAL STABILIZATION. . , 13 t` ERIME ER FENCE 9. SILT FENCE AND OTHER EROSION CONTROL DEVICES SHALL BE INSTALLED AND 16 \ '`, `•,_ POND i ".. AT THE TOE O F SLOPE S MAINTAINED IN ACCORDANCE WITH THESE DETAIL SHEETS AND SECTION 7A OF \z''• Jr THE BLUE BOOK. Hill 10. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED. f, g 11, CONSTRUCTION TRAFFIC SHALL NOT CROSS STREAMS OR DITCHES EXCEPT AT ` ( 1\ GRAVEL ACCESS Q SUITABLE CROSSING FACILITIES. EQUIPMENT SHALL NOT OPERATE, \ UNNECESSARILY, WITHIN WATERWAYS OR DRAINAGE DITCHES. ROAD 12, EXISTING PAVEMENT AREAS SHALL BE CLEANED AT THE DIRECTION OF THE CITY, VILLAGE, OR TOWN ENGINEER. N - �, - - SEED AND MULCH ALL 328- -- 13. WATER TRUCKS SHALL BE USED TO MINIMIZE DUST POLLUTION ON SITE, AND ON ADJACENT ROADWAY AREAS AS DIRECTED BY THE CITY, VILLAGE, OR TOWN - DISTURBED AREAS i r - ENGINEER. �� N 14. ANY WATER PUMPED AS A RESULT OF DEWATERING ACTIVITIES SHALL BE PUMPED CONSTRUCTION PHASE 2 INTO A DEWATERING PIT. 328 1 .8± AC. i N 15. ALL AREAS DISTURBED IN THE CONSTRUCTION PROCESS SHALL BE STABILIZED _ X 1 - NTH SEED AND MULCH NO MORE THAN 14 DAYS AFTER THE COMPLETION OF - - - - ' WORK IN THAT AREA. IF WORK IN AN AREA IS SUSPENDED, IT SHALL NOT REMAIN _ UNSTABILIZED FOR MORE THAN 21 DAYS. IT MAY BE NECESSARY TO SEED AND MULCH SOME AREAS SEVERAL TIMES TO MEET THIS REQUIREMENT. 23 ( 2' DEEP TEMPORARY d 16. IT IS RECOMMENDED THAT ALL EROSION CONTROL DEVICES BE PLACED FOR THE z ENTIRE PHASE AS SHOWN ON THE EROSION CONTROL PLAN. 16 TEMPORARY -==-- _ J` SEDIMENT BASIN _ CHECK DAM - - OL= C 17. STOCK PILES SHALL BE PROTECTED BY SILT FENCE AND SEEDED UPON INACTIVITY " l' o o `�F Q IF MATERIAL IS NOT TO BE USED WITHIN 14 DAY PER GP-0-15-002. THESE 322 \ I ,ry1 V 36 = DEVICES SHALL BE MAINTAINED IN GOOD CONDITION UNTIL SAID STOCK PILES ARE REMOVED AND STOCK PILING AREAS ARE PERMANENTLY STABILIZED. 18. IN NO CASE SHALL ERODIBLE MATERIALS BE STOCKPILED WITHIN 25 FEET OF ANY ` O PROPOSED DETENTION POND~' - ' DRY SWALE DITCH, STREAM OR OTHER SURFACE WATER BODY. 19. THE CONTRACTOR SHALL MAINTAIN A CLEAN CONSTRUCTION SITE AND EQUIPMENT �., z� > > zO ENTRANCE WHENEVER PRACTICABLE. 321 U 20. DISTURBED AREAS SHALL BE STABILIZED WITHIN 14 DAYS OF COMPLETION OR ! ,, uzu`' ' PROPOSED I- SUSPENSION OF GRADING OPERATIONS. DETENTION POND OVERFLOW WEIR' �•,,. �' Tf I I I I I Ld 21. SILT FENCING SHALL BE INSTALLED AT THE PERIMETER OF ALL SLOPES TO BE GRADED, PRIOR TO GRADING OPERATIONS. =YOPOSED 31 322,11 _ - 4TION BASIN / 22, CLEARING OPERATIONS SHALL BE LIMITED TO ACTIVE WORK AREAS. w - ti ,. 321 9F320 9F 8F 9F 8F 8t 9F W d 23. CARE SHALL BE TAKEN TO PRESERVE AS MUCH EXISTING VEGETATION AS 321 POSSIBLE AND HEALTHY TREES OF DESIRABLE SPECIES SHALL BE PROTECTED. 319- O > > �- zo 32L-3'21 321 320 SSWFr V) 24, WHEN RUNOFF IS COLLECTED AND FLOW IS CONCENTRATED IN A SWALE OR 3 Illiwa - DRAINAGE DITCH, THEN CHECK DAMS SHALL BE INSTALLED TO REDUCE VELOCITY -� SF �� S �� j a o $F 0' UNTIL THE SWALE AND THE AREA DRAINING TO THE SWALE ARE STABILIZED. - - L,J SEDIMENT SHALL BE REMOVED FROM THE DAM AS NEEDED TO ALLOW THE i CHANNEL TO DRAIN THROUGH THE DAM AND PREVENT LARGE FLOWS FROM � CARRYING SEDIMENT OVER THE DAM. TEMPORARY CHECK DAM TO BE PERIMETER SILT FENCE VEGETATED SWALE- PERIMETER SILT FENCE 3V_RFLOW WEIR r CONSTRUCTED IN PHASE 1 AT THE TOE OF SLOPES AT THE TOE OF SLOPES Lu TEMPORARY W - CONSTRUCTION PHASE 2 CHECK DAM CONTINUED z Q LL z FOR INFORMATION ONLY J NOT FOR CONSTRUCTION J UNAUTHORIZED ALTERATION OR - ADDITION TO THIS DRAWING Is EROSION & SEDIMENT CONTROL - REAR PARKING 10 0 22 1 --VISION PER APPROVA: CONDITIONS CDL A VIOLATION OF SECTION 7209 9 9 23 15 =AWING FIELD CHANGE 3 CDL SUBDIVISION 2, OF THE NEW Q :, "��� o LIA NISSAN 8 6 26 15 'AWING FIELD CHANGE 2 CDL YORK STATE EDUCATION LAW. /� ONLY COPIES MADE FROM THE �y, DI X AVENUE 7 6 1 15 =AWING FIELD CHANGE 1 CDL �t ORIGINAL OF THIS DRAWING x % 6 4 29 15 -VISED FOR TOWN FILING CDL BEARING AN ORIGINAL INKED VILLAGE OF QUEENSBURY 3: OR EMBOSSED SEAL AND 5 4 10 15 ✓ISED PER CLIENT JDO r Fa Ingalls & associates LLP COUNTY OF WARREN STATE OF NEW YORK 0 40 80 120 FT NOTE: 48 HOURS PRIOR TO ANY CONSTRUCTION 4 3 06 15 = SET JDO �� y �, i SIGNATURE SHALL BE CONSIDERED �P L� engineering, environmental,surveying ACTIVITIES, THE CONTRACTOR SHALL CONTACT 3 2 25 15 '_VISED PER TOE COMMENTS JDO Qr` tir P / Y 9 DATE: DFI > TO BE ✓ACID TRUE COPIES. SS•� / 2603 GUILDERLAND AVENUE CHECKED BY DIG SAFELY NEW YORK TO LOCATE ALL 2 '2 20 15 ICING FOOTPRINT UPDATE JDO ULY 21, 2015 JOB No. SCALE: 1 - 40 SCHENECTADY,N.Y. 12306 14-091 UNDERGROUND UTILITIES. 1-800-962-7962 1 11 26 15 -VISED PER TOWN COMMENTS JDO © Copyright 2015 - Ingalls & DAVID F. INGALLS, JR. P.E. > O 1" = 40' SCALE BAR PHONE:(518 393-7725 DRAWN BY:CDL NO. DATE: REVISIONS BY- Associates, LLP - All rights reserved N.Y.S. LIC. N0. 064993 FAX:(518)393-2324 CADD FILE: 14091-EROSION & SEDIMENT CONTROL &PHASING.dwo SHEETS OF q li Fr SPACING VARIES DEPENDING ON I CHANNEL SLOPE I Town of Queensbury X A Community Development Office SAME ELEVATION 742 Bay Road„ Queensbury, NY 12804 CUTOFF TRENCH CREST 18" WIDE TOE �/SLOP ' `/ ZH � " MAX 6" DEEP CENTERTown of Queensbury Planning Board ' PROFILE A RESOLUTION Grant Site Plan Approval for Site Plan 56-2015 NOT TO SCALE MICHAEL LIA,THE LIA AUTO GROUP LOCATION: 373 Dix Avenue,Tax Map#303.16-1-1.1 _B TOP OF BANK H (Ft) ELEV.=323.0 The applicant has submitted an application to the Planning Board for Site Plan approval pursuant to Article 9 of the Town zoning 9"MIN. X = Ordinance for: 1.5' SLOPE (FT/FT) Applicant proposes to modify an approved auto dealership site to add 19,786 square foot of new impervious surface for 50 MIN. INLET FROM parking spaces for storage of vehicle inventory. Project includes associated driveway connection and stormwater management. DRY SWALE EMERGENCY OVERFLOW WEIR 8' WIDE Site Plan modification: Pursuant to Chapter 179-3-040 of the Zoning Ordinance Site Plan review and approval is required for 2 2 modification to an approved site plan. FILTER _f TOP ELEV.=321.5 FABRIC CUTOFF TRENCH 1� 1 BOTTOM ELEV.=320.0 24" MAX Pursuant to relevant sections of the Town of Queensbury g p g DESIGN BOTTOM © CENTER i 100 YR STORM EL.-321.26 Queensbu Zoning Code-Chapter 179-9-080, the Planning Board has determined = 1 that this proposal satisfies the requirements as stated in the Zoning Code; SECTION A—A � I As required by General Municipal Law Section 239-m the site plan application was referred to the Warren County Planning NOT TO SCALE `-1L 1 6" O� 10 YR STORM EL.=320.76 Department for its recommendation; FILTER FABRIC The Planning Board has reviewed the potential environmental impacts of the project,pursuant to the State Environmental Quality Review Act(SEQRA)and adopted a SEQRA Negative Declaration-Determination of Non-Significance; SECTION B-B 1 YR STORM EL.=320.42 y NOT TO SCALES�� � ��� The Planning Board opened a public hearing on the Site plan application on 10-20-2015 and continued the public hearing to POND BOTTOM = 320.0 ' ' 10-20-2015 when it was closed, CHECK DAM DETAIL x The Planning Board has reviewed the application materials submitted by the applicant and all comments made at the public INLET PROTECTION hearing and submitted in writing through and including 10-20-201.5; 4 (NOT TO SCALE) —, The Planning Board determines that the application complies with the review considerations and standards set forth in Article 9 of NOTES: the Zoning Ordinance for Site Plan approval, RIP—RAP OUTLET PROPOSED MOTION TO APPROVE SITE PLAN 56-2015 Michael Lia,The Lia Auto Group Introduced by Brad Magowan who moved for 1. STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, GRADES AND LOCATIONS SHOWN IN THE PROTECTION VEGETATED PLAN. SWALE its adoption,seconded by Thomas Ford: 2. SET SPACING OF CHECK DAMS TO ASSUME THAT THE ELEVATIONS OF THE CREST OF THE DOWNSTREAM DAM IS AT Per the draft provided by staff conditioned upon the following conditions: THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM. 3. EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO PREVENT CUTTING AROUND THE DAM. 1)Adherence to all requirements of SP 11-2015 resolution of 2/24/2015. 4. PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND EROSION WITH STONE OR LINER AS APPROPRIATE. 5. ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT TO 2)Adherence to the items outlined in the follow-up letter sent with this resolution DAMAGE OR BLOCKAGE FROM DISPLACED STONE. MAXIMUM DRAINAGE AREA 2 ACRES. 4 REAR POND PROFILE 3)Subject to Engineering sign-off and a revised site plan 4 N 0 T T 0 SCALE Duly adopted this 20th day of October 2015 by the following vote: AYES: Mr.Ford,Mr.Scbonewolf,Mr.Deeb,Mr.Magowan,Mr.Ferone,Mr.Traver,Mr.Hunsinger NOES: NONE SEQR RESOLUTION-Negative Declaration for Site Plan 56-2015 MICHAEL LIA,THE LIA AUTO GROUP LOCATION: 373 Dix Avenue,Tax Map#303.16-1-1.1 r—PIPE Applicant proposes to modify an approved auto dealership site to add 19,786 square foot of new impervious surface for 50 parking spaces for storage of vehicle inventory. Project includes associated driveway connection and stormwater management. PIPE PREFABRICATED / FLARED END SECTION Site Plan modification: Pursuant to Chapter 179-3-040 of the Zoning Ordinance Site Plan review and approval is required for modification to an approved site plan. FLARED END SECTION ADS N-12 HDPE 1' COMPACTED ROCK STREAM LENGTH VARIES The Planning Board has determined that the proposed project and Planning Board action is subject to review under the State � p i D50=6" COBBLES Environmental Quality Review Act; 2 GRASS o The proposed action considered by this Board is Unlisted in the Departnent of Environmental Conservation Regulations �� FILLER STONE VEGETATION; implementing the State Environmental Quality Review Act and the regulations of the Town of Queensbury; 00G 2 }�" ASPHALT CONCRETE BINDER 3 RIP RAP Q g Q ry' CHECK DAM 3 000 2 \ ///\ COURSE TYPE 3, NYSDOT ITEM 403.13 SEE PLAN / No Federal or other agencies are involved; oo TYPICAL EACH \/ ,\/�\//\/r\\���\ \\��\//�\\//\//\�/\>' ( ) r 1 �. 18" oo 1 SIDE 6 > Part 1 of the Short EAF has been completed by the applicant; �p yJa� Q GRAVEL SUBBASE, 1 Z" MIN. THICK /co SEE DETAIL BELOW Upon review of the information recorded on this EAF, it is the conclusion of the Town of Queensbury Plaiming Board as lead � o - .a � p r agency that this project will result in no significant adverse impacts on the environment, and,therefore,an environmental impact INLET AND OUTLET ° ° statement need not be prepared. Accordingly,this negative declaration is issued. N ENDS COVERED Wj MIRAFI FILTER FABRIC a, p MIN. 6" DIA. RIP— d \\//\\//\\ 24" PERMEABLE MOTION TO GRANT A NEGATIVE DECLARATION FOR SITE PLAN 56-2015 Michael Lia The Lia Auto Group; j SAND FILTER MEDIA ?-- In RAP ROCK ADS N-12 HDPE END SECTION //j// SOIL STABILIZATION FABRIC Introduced by Brad Magowan who moved for its adoption,seconded by Stephen Traver; SEE DETAIL BELOW ° _ \\ \\ o °'' ,° ° < (IF REQUIRED) 6„ s" WASHED N ° . PERFORATED GRAVEL As per the resolution prepared by staff. ° SUBGRADE COMPACTED TO UNDERDRAIN 95% STANDARD PROCTOR 1. Part II of the Short EAF has been reviewed and completed b the Planning Board. P y g N PIPE (SIZE VARIES) NYSDOT-ITEM #620.03 > 5 DRY SWALE NOT TO SCALE 2. Part III of the Short EAF is not applicable. I < a NYSDEC STORMWATER DESIGN MANUAL TYPE 0-1 3. Duly adopted this 20th day of October 2015 by the following vote: PIPE OUTLETS ) 0 OUTLET DESC. DIA. La W T SIZE ° °d NOTES• AYES: Mr.Traver,Mr.Ferone,Mr.Magowan,Mr.Ford,Mr.Schonewolf,Mr.Deeb,Mr.Hunsinger 1. DISTURBED AREAS SHALL BE PLANTED WITH ENVIRONMENTAL SEED MIX. J 12" STORM 12" 10' 12' 14" D50=6 s ° 3 REAR PARKING PAVEMENT SECTION 2. VEGETATION SHALL BE MAINTAINED AT 6" HEIGHT. g Q 18" STORM 18" 10' 12' 14" D50=6 INSTALL FILTER FABRIC (MIRAFI 50OX OR `° w FUNCTIONAL EQUIVALENT) BETWEEN STONE FILL 4 NOT TO SCALE 3. ALL TREES, BRUSH, STUMPS AND OTHER OBSTRUCTIONS SHALL BE REMOVED AND DISPOSED OF 50 AS NOT TO NOES: NONE O *REFERENCE FIG. 5B.12 OF NYS STANDARDS & SPECIFICATIONS AND NATIVE SOIL. PLACE RIP—RAP IN LAYERS INTERFERE WITH THE PROPER FUNCTION OF THE SWALE. 4. THE SWALE SHALL BE EXCAVATED OR SHAPED TO MEET THE CROSS SECTION SHOWN ABOVE AND SHALL BE FREE OF �I FOR EROSION & SEDIMENT CONTROL NOT LESS THAN 12" THICK. COMPACT STONE BANK PROJECTIONS OR OTHER IRREGULARITIES THAT MAY IMPEDE FLOW. WITH MACHINE BUCKET. VARIES O mot' i PIPE OUTLET PROTECTION LIJ L`' 2 PIPE W FLARED END SECTION U) q NOT TO SCALE Z Q t) U) Z to J Q L� FOR INFORMATION ONLY w NOT FOR CONSTRUCTION 0 -J UNAUTHORIZED ALTERATION OR . .- m ___ ADDITION TO THIS DRAWING IS -' tag;:, DETAILS - REAR PARKING _ 10 0 22 1 /ISION P_F APPROVAL CONDITIONS CDL A VIOLATION OF SECTION 7209 jw�---` 9 9 23 15 AWING FI CHANGE 3 CDL SUBDIVISION 2, OF THE NEW �' ��� ^ 7 � LIA NISSAN .. O 401761 8 6 26 15 ==AWING F1 CHANGE 2 CDL YORK STATE EDUCATION LAW. ` "'t 7 6 1 15 -=AWING FI CHANGE 1 CDL ONLY COPIES MADE FROM THE * y "y * A DIX AVENUE �- ORIGINAL OF THIS DRAWING '` ���� 6 4 29 15 ✓ISED FCz� TOWN FILING CDL I AN ORIGINAL INKED �� VILLAGE OF QUEENSBURY BEARING � :,,- 5 4 10 15 =✓ISED PEP OLIENT JDO F 3 - OR EMBOSSED SEAL AND �s gaa Ingalls & associates, LLP COUNTY OF WARREN STATE OF NEW YORK o NOTE: 48 HOURS PRIOR TO ANY CONSTRUCTION 4 3 06 15 SET JDO F �/ ACTIVITIES, THE CONTRACTOR SHALL CONTACT 3 2 25 15 ✓ISED PER TDE COMMENTS JDO SIGNATURE SHALL BE CONSIDERED �DRpc �p��� engineering,environmental,surveying TO BE VALID TRUE COPIES. i SS P 2603 GGUILDERLAND AVENUE DATE: CHECKED BY:DFI DIG SAFELY NEW YORK TO LOCATE ALL 2 2 20 15 _IDING FOOTPRINT UPDATE JDO J ULY 21, 2015 JOB NO. 14-091 SCALE: As SHOWN O UNDERGROUND UTILITIES. 1-800-962-7962 1 1 26 15 =VISED PER TOWN COMMENTS JDO © Copyright 2015 - Ingalls & - SCHENECTADY,N.Y. 12306 N DAVID F. INGALLS, JR. P.E. 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