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Site PlansBM at tlydrant Bolt at Arrow Elev. o 104.91. Dig (Safely. New/,York Wv (MO MDR ZONE �: DE1vSI7yRES1 (COh1M �• E- ERa4L 5'9n - No Farlan To Corner EXIST. CURB -CUT TO BE REMOVED 14Maple I ` " Tree ---- r t One Story Wood Frame Mouse Lands N/F Of Bradley R patch EXIST. HOUSE TO BE REMOVED I house -1 ACCESSORY STRUCTURES TO BE REMOVED m ^S 80034100" E eta rem 3 Wall \ 18 . 07 , \ Covered DePARCEL L " I 02, Area_ 7g' -> -M -Z5-'S1DES 0.3 , AC Si -___ 1070 Patio Lanus NI F 0 I / \ Harry TrpeZst a 20" Maple l \ \ \ 1� _ _ i_- x.Y x .. � �,/ i ✓ � f ir7 7 �,, r .ram tci Bdco 14" Spruce \ S 8po3 tuber Wall 'Of 11- NG q ES � PARE L 302.1-50\ 85(4'0 DR WVELL Are j=33353. 1 ±/ �phalt Parluny 1 11s'REq,Q ,.y R M-,9 O I 0. 77± Ace SF r- __L_ _ _ �s 1 I- - � t O SS Mtf \ G -___- / I _ \ __ � On rete <` I 3 I I • � .. S P I I A W / /f 2 sto :. 0 w - o 0 - d F r a Gas Test l � _''� ; e Valve © o In 1 4 BUIl _ I y � � / ding :��i _ Fp 01 Wood Dew cS < / 3\ ' Gas Test Value Gas Valve SITE PLAN SCALE: 1 "=20' GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) L / L ands Burns N/F p Famz1 Trust y o WIf UIC o m `9S . �.7 a9 U r, to 0 1 O 9 12 U AdJolnin Buildmi Lands V/F pf Aftab Bhatti SITE SOILS DATA ZONING REGULATIONS ZONING REGULATIONS PARKING E UI EM T Cl - COMMERCIAL INTENSIVE MDR - MODERATE DENSI7Y RESIDENTIAL COUNTRYSTORE TAX MAP NO, 302.5-1-50 TAX MAP NO. 302.5-1-49 FOOD SERVICE: TOWN OF QUEENSBURY REQUIREMENT MINIMUM LOT SIZE = 1 ACRE MINIMUM LOT SIZE = 1 A 1 SPACES PER 4 SEATS MINIMUM LOT ROAD FRONTAGE = 50' FRONT SETBACK = 30' 100 ,EATS MINIMUM LOT WIDTH = 150' SIDE SETBACKS = 25' MAXIMUM BUILDING HEIGHT = 40' REAR SETBACK: = 30' SPACES REQUIRED: 25 FLOOR AREA RATIO = 0.3 SHORELINE = 75' RETAIL BUSINESS: --- FRONT SETBACK = 75' MAX BUILDING HEIGHT = 40' TOWN OF QUEENSBURY RLQUIREMENT° SIDE SETBACK = 20' (50' TOTAL) LOT WIDTH = 100, 5 SPACES PER 1000 SF OF �ETAI? AREA REAR SETBACK = 25' ROAD FRONTAGE = 100, RETAIL SPACE: 5000 SF PERCENT PERMEABLE = 30% PERCENT PERMEABLE = 50% SPACES REQUIRED: 25 TOTAL SPACES REQUIRED, 50 SITE SETBACKS PARCEL 302.5-1-49 REQUIRED FOR MDR ZONE D(IST ING FRONT (CARLTON DRIVE) 30' 28.1' SIDE (NORTH) 25' &2' SIDE (SOUTH) 25' 6.0' REAR (EAST) 30' 107.0' SITE SETBACKS PARCEL 302.5-1-50 REQUIRED FOR EUMNG CI ZONE FRONT (QUAKER ROAD) 75' 45.6' FRONT (MTON DRIVE) 75' 48.0' REAR (NORTH) 25' 42.2' REAR (EAST) 25' 43.0' SITE DEVELOPMENT DATA PARCEL - C 302.51-49 LOT AREA: 0.32 ACRES/ 13,779 SF EGSTING IMPERVIOUS AREAS MAIN BUILDING 1,475 SF ACCESSORY STRUCTURES 440 SF DECk PORCH & PATIO 645 SF DRIVE AREAS 3,535 SF TOTAL IMPERVIOUS 6,095 SF PERCENT IMPERVIOUS 44.2% PERMEABILITY 55.8% TE5T PITS LP-_1 - 06121122 BY: THOMAS CENTER JR., P.E. 0-10" - GRAVEL 10-20" - LOAMY MEDIUM FINE SAND 20-120" - MEDIUM FINE SAND NO MOTTLING OR GROUNDWATER OBSEERVED PERCOLATION TESTS IT-1 - 6121122 BY. THOMAS CENTER, JR., P.E. STABILIZED INFILTRATION RATE 0 72": 240 INCHES PER HOUR ADA ACCESSIBLE DESIGN ,,TANDARDS, ...... NO. OF SPACES: NO. )F ACCESS. SPACES: 1-25 1 26-50 2 51-75 ,3 76-100 4 101-125 5 TOTAL ACCESSIBLE SPACE.,: 4 TOTAL, SPACES PROVIDED: 55 SITE DEVELOPMENT DATA PARCEL 302.5-1-50 LOT AREA: 0.77 ACRES / 33,353 SF EXIS77NG IMPERVIOUS AREAS MAIN BUILDING 6,210 SF DECK & PATIO 240 SF DRIVE AREAS 25,245 SF TOTAL IMPERVIOUS 311695 SF PERCENT IMPERVIOUS 95.0% PERMEABILITY 5.0% SITE DEVELOPMENT DATA COMBINED PARCEL 302.5-1-49 & 50 LOT AREA: 1. 09ACRES / 47,132 SF EXISTING IMPERVIOUS AREAS MAIN BUILDING 7,665 SF ACCESSORY STRUCTURES 440 SF DECK PORCH & PATIO 885 SF DRIVEAREAS 28,780 SF TOTAL IMPERVIOUS 37,790 SF PERCENT IMPERVIOUS 80.2% PERMEABILITY 19.8% MAP REFERENCES: BASE INFORMATION FROM "MAP OF A SURVEY MADE FOR GARDEN WORLD ASSOCIATES LLC" BY VAN DUSEN & STEVES LAND SURVEYORS OF QUEENSBURY, NY DATED APRIL 24, 201 Z LAST REVISED JULY 6, 2018 Dig Safely. New York ■ call savor. You Dig ■ wait The Required Time ■ confirm Utility Response ■ Respad TM Mae" ■ Dig With care 800.962.7962 � �Y i � t� T � .'�• m P t , :C t 40 . cr m i nrArrnAf I A rr^R i RA A na' -- . v rV. \ ■ i.... Lvun / i vi v FiAr 1 fl qs 1 v� ' ''- -"`"' 0 8 sv. • IyL1L7l IJJW11AI IW%JL/ I1frir AV _S, r. as RECEIVED SEP 0 7 2022 TOWN OF QUEEN yPU.- ZONING GFI=ICF TAX MAP #'s 302.5-1-49 & 50 ■ call Before You Dig ■ Wait The Required Time ■ Confirm utility Response ■ Respect TM Marks ■ Dig With Care 800-962.7962 www.dlgmtetynewyork.com Bh4 at Hydrant Bolt at Imoµ Elev. = 104.9 1, I PROPOSED PERMEABLE PAVEMENT PROPOSED ARBORVITAE BUFFER I4" Maple AdJommy Houma PROPOSED ZONE LINE YJ AW N O PROPOSED ARBORVITAE BUFFER O _.t .. • S 80 ° 34 00 X/_\'!.l' .\'a A \'J.\'JAY_\'r. A'J.1%.t'th%.l'!. _\• ' . 'f:a' !\/i!a Jt /\!\,t! t\/tt\!if \! t\/i!i/all/ %.a'lir_t'! .\/.i O 1 • O 0 t'IaY/.iY.\'lt%l _ -- x/.r/.a?u•!.a tYAY.t'!h'/�tY_\' 'I.,r\!\l att '!A'l.�ttY. 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SUBSURFACE INFILTRATION y.. n 7 / BED W 3 ROWS OF ::. 1 �( ) 1l =x I (5) CULTEC X1330 CHAMBERS RELOCATE U T11M POLE 1 1°AR�EL 302. -1 1\ 8"4 Pi °R, u b W� / I Are j=33353. QQ± -ou �phalt Park ,J m=96.41' rn o / C..... I � Contic 9e.s 1' 4�.0 3 • � " MPUj I of ' I o 1 Gas Test Valve © to 0 O �I 3 SITE SETBACKS COMBINED PARCEL 302.5-1-49 & 50 REQUIRED FOR EUMNG PROPOSED CI ZONE FRONT 75' 45.6' 45.6' (QUAKER ROAD) FRONT 75' 28.1' 48.0' (CARLTON DRIVE) REAR (NORTH) 25' 8.2' 107.0' ST) REAR (FA 25' _T 43.0' 43.0' o PARKING REQUIREMENTS PLC COUNTRY 57'DRE / U.P. I ^ L FOOD SERVICE: / I TOWN OF QUEENSBURY REQUIREMENT: V / Concrete Pad R 4 SEATS w/th / SPACES PER Overha Silo _ n'l,�Pgyl, i I 100 SEATS 25 / /... �.._.. � J � SPACES REQUIRED: RETAIL BUSINESS: � . Wo°d °eck / .................... NG9_ TOWN OF QUEENSBURY REQUIREMENT: / z 5 SPACES PER 1000 SF OF RETAIL AREA RETAIL SPACE: 5000 SF SPACES REQUIRED: 25 / TOTAL SPACES REQUIRED: 50 2J ' ww ADA ACCESSIBLE DESIGN STAND Gas Test Valve ARDS: Gas va, / - NO. OF SPACES: NO. OF ACCESS. SPACES: _ 1-25 26-50 2 '4Q� /ems Z O 51-75 3 r 76-100 4 • 101-125 5 1 0.371 TOTAL EXISTING ACCESSIBLE SPACES: 4 Sidewalk TOTAL SPACES EXISTING PROVIDED: 55 ----s- -- 9y NEW SPACES PROPOSED: 29 r� TOTAL SPACES PROPOSED: 84 refer it , „e ny 44 1 a tl on N�_, o PROP. MULCHED PERENNIAL PLANTING AREA (428 SF) SITE PLAN SCALE: 1 "=20' GRAPHIC SCALE 10 0 5 10 20 40 (INS) PLANT LIST SYM I BOTANICAL NAME COMMON NAME QUAN. SIZE REMARKS TREES AR I THUJA OCCIDENTAUS NIGRA DARK AM. ARBORVITAE 55 4 - 5' HT MIN. B & B SITE DEVELOPMENT DATA PARCEL 302.5-1-49 0.32 ACRES / LOT AREA: 13,779 SF EXISTING PROPOSED PROPOSED TOTAL IMPERVIOUS ADDITIONS TO IMPERVIOUS AREAS AREAS IMPERVIOUS AREAS MAIN BUILDING 1,475 SF (1,475 SF) ---- ACCESSORY STRUCTURES 440 SF (440 SF) ---- DECK, PORCH & PATIO 645 SF (645 SF) --- CONVENTIONAL ASPHALT/ 3,535 SF 2,876 SF 6,411 SF GRAVEL AREA PERMEABLE ASPHALT 0 SF 2,512 SF (50% REDUCTION OF 5,024) 2,512 SF (50% REDUCTION OF 5,024) TOTAL IMPERVIOUS 6,095 SF 2,828 SF 8,923 SF PERCENT IMPERVIOUS 44.2% 20.5% 64.8% PERMEABILITY 55.8% (20.5%) 35.2% SITE DEVELOPMENT DATA PARCEL 302.5-1-50 0.77-ACRES / LOT AREA: 33,353 SF EXISTING PROPOSED PROPOSED TOTAL IMPERVIOUS ADDITIONS TO IMPERVIOUS AREAS AREAS IMPERVIOUS AREAS MAIN BUILDING 6210 SF ---- 6210 SF DECK & PATIO 240 SF ---- 240 SF CONVENTIONAL ASPHALT/ 25,245 SF (591 SF) 24,654 SF GRAVEL AREA 568 SF 568 SF PERMEABLE ASPHALT 0 SF (S0% REDUCTION OF 1,135) (S0% REDUCTION OF 1,135) TOTAL IMPERVIOUS 31,695 SF (23 SF) 31,672 SF PERCENT IMPERVIOUS 95.0% 0 % 95.0% PERMEABILITY 5.0% 0 % 5.0% ZONING REGULATIONS ZONING REGULATIONS CI - COMMERCIAL INTENSIVE MDR - MODERATE DENSITY RESIDENTIAL TAX MAP NO.302.5-1-50 TAX MAP NO.302.5-1-49 MINIMUM LOT SIZE = 1-ACRE MINIMUM LOT SIZE = 1-ACRE MINIMUM LOT ROAD FRONTAGE = 50' MINIMUM LOT ROAD FRONTAGE = 100' MINIMUM LOT WIDTH = 150' MINIMUM LOT WIDTH = 100' MAXIMUM BUILDING HEIGHT = 40' MAX BUILDING HEIGHT = 40' FLOOR AREA RATIO = 0.3 FRONT SETBACK = 30' FRONT SETBACK = 75' SIDE SETBACKS = 25' SIDE SETBACK = 20' (50' TOTAL) REAR SETBACK: = 30' REAR SETBACK = 25' SHORELINE = 75' PERCENT PERMEABLE = 30% PERCENT PERMEABLE = 50% SITE SOILS DATA TEST PITS TP-1 - 06121122 BY: THOMAS CENTER JR., P.E. 0-10" - GRAVEL 10-20" - LOAMY MEDIUM FINE SAND 20-120" - MEDIUM nNE SAND NO MOTTLING OR GROUNDWATER OBSEERVED PERCOLATION TESTS IT-1 - 6121122 BY. THOMAS CENTER, JR., P.E. STABILIZED INFILTRATION RATE 0 72": 240 INCHES PER HOUR CATCH BASIN SCHEDULE TAG LOCATION SIZE GRATE EL. OUTLET 10" HDPE - INV. 93.1 CB-1 SE CORNER OF 4' x 4' I.D. 96.3 TO SUBSURFACE CHAMBERS PARKING 10" HDPE - INV. 93.1 FROM EXEMNG DW AREA VARIANCE SUMMARY a e � 0 1 SITE LOCATION SITE DEVELOPMENT DATA COMBINED PARCEL 302.5-1-50 & 302.5--1-49 LOT AREA: 1.09-ACRE5/ 47,132 SF EXISTING IMPERVIOUS AREAS PROPOSED ADDITIONS TO IMPERVIOUS AREAS PROPOSED TOTAL IMPERVIOUS AREAS MAIN BUILDING 7,665 SF (1,475 SF) 6,210 SF ACCESSORY BUILDINGS 440 SF (440 SF) 0 SF DECK PORCH & PATIO 885 SF (645 SF) 240 SF CONVENTIONAL ASPHALT/ GRAVEL AREA 28,780 SF 2,285 SF 31,065 SF PERMEABLE ASPHALT 0 SF 3,080 SF (50% REDUCTION OF 6,159) 3,080 SF (50% REDUCTION OF 6,159) TOTAL IMPERVIOUS 37,790 SF 2,805 SF 40,595 SF PERCENT IMPERVIOUS 80.2% 5.9% 86.1 % PERMEABILITY 19.8% (5.9%) 13.9% - 30% MAX REQUIRED, 5 % EXISTING (SILO PARCEL),5.0 % PROPOSED (SILO PARCEL) - 30% MAX REQUIRED, 55.8 % EXISTING (RESIDENTIAL PARCEL), 35.2 % PROPOSED (RESIDENTIAL PARCEL) - 30% MAX REQUIRED, 19.8 % EXISTING (COMBINED PARCEL), 13.9 % PROPOSED (COMBINED PARCEL) - 16.1 % OF RELIEF REQUESTED TAX MAP #'s 302.5-1-49 & 50 Dig Safely. Nevin/.York ■ Call Before You Dig ■ M1eit The Requlred Time ■ Confirm UtlBty Response • R"pe`lThe Marks ■ Dig VAth Caro 800-962■7962 1 REVISED PER PLANNING STAFF COMMENTS 811512022 0 ISSUED FOR ZONE CHANGE & SITE PLAN REVIEW 711312022 wwwAlgantelynewyork.00m No. Revisions Date OVERALL SITE PLAN prepared for.• Garden World Associates LLC 537 Aviation Road - State Rt. 254 & 2 Carlton Drive MAP REFERENCES: BASE INFORMATION FROM "MAP OF A SURVEY MADE FOR GARDEN WORLD ASSOCIATES LLC" BY: VAN DUSEN & STEVES LAND SURVEYORS OF QUEENSBURY, NY DATED APRIL 24, 2017 LAST REVISED JULY 6, 2018 an D 11 S & n S teve s Land Surveyors 169 Haviland Road Quewwbury, New York 12804 (516) 792-8474 New York uc. No. 50135 ALTERATION OF THIS DOCUMENT EXCEPT BY A IJCENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. Town of Queensbury, County of Warren, State of New York Drawn. LWD/JRS Checked: GTH Scale: NOTED Date: 1/5/2022 169 HaWand Road Queensbury, NY 12804 (518) 745-0307 Phone Hutchins Engineering PLLC (518) 745-0308 Fax 291268-01-S3 STANDARD SPECIFICATIONS FOR SILT FENCE DEFINITION A TEMPORARY BARRIER OF GEOTEX71LE FABRIC INSTALLED ON THE CONTOUR ACRO§S A SLOPE TO INTERCEPT SEDIMENT LADEN RUNOFF FROM SMALL DRAINAG€ AREAS OF DISTURBED SOILS. PURPOSE TO REDUCE RUNOFF VELOCITY & TO EFFECT DEPOSITION OF TRANSPORTED SEDIMENT LOAD. APPLICATION - MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO THE FENCE PLACED ON A SLOPE 1:2 SLOPE (50%) 25 FT 1:3 SLOPE (33%) 50 FT 1:4 SLOPE (25%) 75 FT 1:5 SLOPE OR LESS 100 FT - MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW SHALL NOT EXCEED 114 ACRE PER 100 FEET OF FENCE WITH MAXIMUM PONDING DEPTH OF 1.5 FEET. - EROSION WILL OCCUR AS SHEET EROSION. - CONCENTRATED WATER FLOW SHALL NOT BE DIRECTED TO FENCE. DESIGN CRITERIA - ALL SILT FENCES SHALL BE PLACED AS CLOSE TO THE DISTURBED AREAS AS POSSIBLE, WITH A MINIMUM OF 10 FEET FROM THE TOE OF A SLOPE. THE AREA BEYOND THE FENCE MUST BE UNDISTURBED OR STABILIZED. SENSITIVE AREAS TO BE PROTECTED BY SILT FENCE MAYBE NEED TO BE REINFORCED BY USING HEAVY WIRE FENCING FOR ADDED SUPPORT. WHERE THE ENDS OF THE SILT FENCE COME TOGETHER, THE TWO ENDS SHALL BE OVERLAPPED, ROLLED TOGETHER AND STAPLED TO PREVENT SEDIMENT BYPASS AT THESE CONNECTIONS. FABRIC MATERIAL CRITERIA GRAB TENSILE STRENGTH: 90 LBS ASTM D1682 ELONGATION AT FAILURE: 50% ASTM D1682 CONSTRUCTION SPECIFICATIONS 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POST SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 6" MAX. MESH OPENING. J. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER -LAPPED BY 6-INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 10OX, STABILINKA T140N OR APPROVED EQUIVALENT. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENWROFENCE OR APPROVED EQUIVALENT. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. STABILIZATION • THE CONTRACTOR SHALL IN177ATE STABILIZATION MEASURES AS SOON AS PRAC77CABLE IN PORTIONS OF THE SITE WHERE ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14-DAYS. • STABILIZA71ON OF GRASS AREAS INCLUDES HYDROSEEDING USING TACKIFIER ON SLOPES OVER 1:5 OR SEEDING AND INSTALLING A CONTINUOUS COVER OF STRAW MULCH WATERED INTO PLACE. ON SLOPES OVER 1:3 INSTALL EROSION CONTROL BLANKET IN ACCORDANCE WITH 7HE DETAILED EROSION CONTROL PLANS AND IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. MAINTENANCE • SEDIMENT SHALL BE REMOVED FROM SEDIMENT BASINS WHENEVER THEIR CAPACITY HAS BEEN REDUCED BY 50% • ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED WITHIN 24-HOURS OF A STORM EVENT AND REPAIRED AND/OR MODIFIED AS REQUIRED TO BE IN GOOD WORKABLE CONDI710N. • THE CONTRACTOR SHALL CONDUCT AN INSPECTION OF THE SITE ON A DAILY BASIS TO COLLECT LITTER AND CONSTRUCTION DEBRIS AND DISPOSE OF LEGALLY. • ANY STOCKPILES OF FILL, TOPSOIL OR EXCAVATED MATERIAL SHALL BE COVERED OR CONTAINED BY SEDIMENT CONTROL FENCE TO PREVENT EROSION. SOIL RESTORATION NARRATIVE • SOIL RESTORATION IS A REQUIRED PRACTICE OVER PORTIONS OF THE SITE WHERE THE NATIVE SOILS HAVE BEEN COMPACTED THROUGH EARTHWORK CONSTRUCTION AND WILL BE REVEGETAIED IN ORDER TO RECOVER THE ORIGINAL PROPERTIES AND POROSITY OF THE NATIVE SOILS. • AREAS WHICH WILL RECEIVE HEAVY CONSTRUCTION TRAFFIC FOR BUILDING CONSTRUCTION WILL BE OVER THE AREAS WHICH WILL BECOME ASPHALT DRIVES AND LOADING AREAS, THEREFORE FULL SOIL RESTORA77ON IS NOT REQUIRED FOR THESE PORTIONS OF THE SITE • FOR HSG-A SOILS IN THE AREAS OF CUT OR FILL, AERATE SOILS WITH SOIL AERATOR MECHANICAL IMPLEMENT DURING FINAL GRADING, APPLY 6-INCHES OF TOPSOIL, SEED, FERTILIZE AND MULCH. • AREAS WHICH ARE TO RECEIVE SOIL RESTORATION ARE SPECIFIED ON THE EROSION CONTROL PLAN. 36" FENCE POST Z SILT STOP EMBED IN C. GROUND 8" MIN. N L111 FLOW,, UNDISTURBED GROUND 71 10'-0" SECTION 0. C. MAX. 36" FENCE POST DRIVEN MINIMUM 16" INTO GROUND SILT STOP EMBED IN GROUND 8" MIN. SLOPE LENGTH/FENCE LENGTH (FT. ) SLOPE STANDARD REINFORCED SUPER <2% 30011500 N/A N/A 2-10% 12511000 25012000 30012500 10-20% 1001750 15011000 20011000 20-33% 601500 801750 100/1000 33-50% 401250 701350 100/500 >50% 201125 301175 50/250 SEDIMENT CONTROL FENCE DETAIL NTS EROSION & SEDIMENT CONTROL NOTES • tJttUKt ANT ULtAKING UK GHUtlHING OF THE SITE IS INITIATED, AND DURING EARTHWORK PHASES, SEDIMENT CONTROL FENCE SHALL BE INSTALLED AS SHOWN ON THE PLAN. • AT THE CONCLUSION OF EACH DAYS WORK AND AFTER EVERY STORM EVENT, SEDIMENT CONTROL FENCE AND ANY OTHER EROSION CONTROL MEASURES SHALL BE INSPECTED FOR FAILURES OR SEDIMENT ACCUMULATION. ANY FAILURE SHALL BE IMMEDIATELY CORRECTED. • TEMPORARY RAPID GROWTH COVER CROPS FOR THE SEDIMENT CONTROL AREAS, SUCH AS ANNUAL RYEGRASS MAY BE USED FOR TEMPORARY SURFACE STABILIZATION DURING THE CONSTRUCTION PHASES, APPLY AT A RATE OF 35-LBS PER ACRE. • SEDIMENT SHALL BE REMOVED FROM SEDIMENT TRAPS AND BASINS WHENEVER THEIR CAPACITY HAS BEEN REDUCED BY 501 • ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED WTHIN 14-DAYS OF COMPLETION OF WORK IN THE AREA. ONLY AREAS WHICH ACTIVELY UNDER CONSTRUCTION MAY REMAIN OPEN FOR MORE THAN 5 DAYS. ONCE CONSTRUCTION IS COMPLETED IN THESE AREAS, SEED AND MULCH SHALL BE INSTALLED WITHIN 14-DAYS. • FOR VEGETATED RETENTION AREAS, CUT SLOPES AND SLOPES FOR THE RETENTION BASINS, TOPSOIL AND INSTALL SEED MIXTURE AT A RATE OF 75-LBS PER ACRE, APPLY 10-10-10 STARTER FER77LIZER AND MULCH. • TEMPORARY EROSION CONTROL MEASURES, INCLUDING SEDIMENT CONTROL FENCE AND/OR MULCH, SHALL BE INSTALLED AND MAINTAINED FOR ANY TEMPORARY SOIL STOCKPILE AREAS THAT ARE TO BE LEFT FOR MORE THAN 24-HOURS. • DURING FINAL SITE GRADING, REMOVE ALL ACCUMULATED SEDIMENT, SCARIFY SUBSOILS AND PERFORM SOIL RESTORA71ON TECHNIQUES OVER SPECIFIED AREAS. • FOR GROUND CLEARING AC71VI77ES OCCURRING BETWEEN OCTOBER 15 & APRIL 15, IN WHICH VEGETATION CANNOT BE ESTABLISHED, EXPOSED EARTHEN AREAS SHALL BE COVERED WITH EITHER A TARP COVER OR AN EXTRA HEAVY LAYER OF MULCH. • ANY AREA OF REVEGETATION MUST EXHIBIT A SURVIVAL OF A MINIMUM OF 80% OF THE VEGETATION THROUGHOUT THE YEAR FOLLOWING REVEGETATION. REVEGETATE AS NEEDED TO MEET THIS REQUIREMENT. • THE CONTRACTOR SHALL CONDUCT AN INSPECTON OF THE SITE ON A DAILY BASIS TO COLLECT UTTER AND CONSTRUCTION DEBRIS AND DISPOSE OF LEGALLY. • THE CONTRACTOR SHALL COMPLY WITH 7HE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (THE BLUE BOOK). EROSION CONTROL IMPLEMENTATION SCHEDULE PRACTICE IMPLEMENTATION TIME DURATION OF PRACTICE PRIOR TO CLEARING AND SOIL ENTIRE PROJECT- (REMOVE AFTER FINAL SEDIMENT CONTROL FENCE SITE STABILIZATION AND VEGETATION DISTURBANCE ESTABLISHMENT) TEMPORARY SEEDING & MULCHING AFTER INITIAL SITE GRADING UNTIL FINAL GRADING AND VEGETATION ESTABLISHMENT STORMWATER DETENTION AREAS DURING FINAL SITE GRADING PERMANENT SEEDING & OTHER VEGETATION STABILIZATION AFTER FINAL SITE GRADING PERMANENT 4" 12" MIN 1-112" TOP COURSE ASPHALT 2-112" BINDER COURSE ASPHALT GRANULAR SUBBASE COURSE NYSDOT SECTION 304 TYPE 2 OR 4 COMPACTED TO 95% STD. PROCTOR SUBGRADE COMPACTED TO 907. STANDARD PROCTOR 24" ASPHALT PAVEMENT DETAIL NTS 1-112" TOP COURSE `GRANULAR SUBBASE COURSE NYSDOT SECTION 304 TYPE 2 OR 4 COMPACTED TO 95% STD. PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR ASPHALT PAVEMENT WING SWALE DETAIL NTS - 5 FT MIN HT 3" SHREDDED BARK MULCH 3" HIGH SAUCER AMENDED PLANTING SOIL SHRUB PLANTING DETAIL NTS WINTER STABILIZATION STANDARDS STANDARD AND SPECIFICATIONS FOR WINTER STABILIZATION Definition & Scone A temporary site specific, enhanced erosion and sediment control plan to manage runoff and sediment at the site during construction activities in the winter months to protect off -site water resources. Conditions Where Practice Applies This•standard applies to all construction activities involved with ongoing land disturbance and exposure between November 15"' to the following April 1'. Desien Criteria 1. Prepare a snow management plan with adequate storage for snow and control of melt water, requiring cleared snow to be stored in a manner not affecting ongoing construction activities. 2. Enlarge and stabilize access points to provide for snow management and stockpiling. Snow management activities must not destroy or degrade installed erosion and sediment control practices. 3. A minimum 25 foot buffer shall be maintained from all perimeter controls such as sift fence. Mark silt fence with tall stakes that are visible above the snow pack. 4. Edges of disturbed areas that drain to a waterbody within 100 feet will have 2 rows of silt fence, 5 feet apart, installed on the contour. 5. Drainage structures must be kept open and free of snow and ice dams. All debris, ice dams, or debris from plowing operations, that restrict the flow of runoff and meltwater, shall be removed. 6. Sediment barriers must be installed at all appropriate perimeter and sensitive locations. Silt fence and other practices requiring earth disturbance must be installed before the ground freezes. 7. Soil stockpiles must be protected by the use of established vegetation, anchored straw mulch, rolled stabilization matting, or other durable covering. A barrier must be installed at least 15 feet from the toe of the stockpile to prevent soil migration and to capture loose soil. 8. In areas where soil disturbance activity has temporarily or permanently ceased, the application of soil stabilization measures should be initiated by the end of the next business day and completed within three (3) days. Rolled erosion control blankets must be used on all slopes 3 horizontal to 1 vertical or steeper. 9. If straw mulch alone is used for temporary stabilization, it shall be applied at double the standard rate of 2 tons per acre, making the application rate 4 tons per acre. Other manufactured mulches should be applied at double the manufacturer's recommended rate. 10. To ensure adequate stabilization of disturbed soil in advance of a melt event, areas of disturbed soil should be stabilized at the end of each work day unless: a. work will resume within 24 hours in the same area and no precipitation is forecast or; b. the work is in disturbed areas that collect and retain runoff, such as open utility trenches, foundation excavations, or water management areas. 11. Use stone paths to stabilize access perimeters of buildings under construction and areas where construction vehicle traffic is anticipated. Stone paths should be a minimum 10 feet in width but wider as necessary to accommodate equipment. Maintenance The site shall be inspected frequently to ensure that the erosion and sediment control plan is performing its winter stabilization function. If the site will not have earth disturbing activities ongoing during the "winter season", all bare exposed soil must be stabilized by established vegetation, straw or other acceptable mulch, matting, rock, or other approved material such as rolled erosion control products. Seeding of areas with mulch cover is preferred but seeding alone is not acceptable for proper stabilization. Compliance inspections must be performed and reports filed properly in accordance with the SWPPP for all sites under a winter shutdown. November 2016 Pay 2.38 New York State Standards and Specifications For Erosion and Sediment Control ASPHALT PAVEMENT FILTER FABRIC MIRAFI 140N OR EQUAL STONE FILLED INFILTRATION BED WITH 3/4"-3" WASHED CRUSHED STONE NATIVE SOILS CULTEC RECHARGER R330-XL CHAMBER QTY PER PLAN INSTALL CONTINUOUS FILTER FABRIC DROP INLET PROTECTION CONTINUOUS AROUND INLET UNTIL SITE IS STABILIZED 1' MINIMUM BURIAL DEPTH 2' MAX. ABOVE GRADE EXPOSURE FINISHED GRADE STANDARD SPECIFICATIONS FOR 6" INLET PROTECTION CONSTRUCTION SPECIFICATIONS 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED FOR SHORT-TERM APPLICATIONS. 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED, THEY WILL BE OVERLAPPED TO THE NEXT STAKE. 3. STAKE MATERIALS WILL BE STANDARD 2x4 WOOD OR EQUIVALENT. 4. SPACE STAKES EVENLY AROUND INLET 3-FEET APART AND DRIVE A MINIMUM OF 18-INCHES DEEP. SPANS GREATER THAN 3-FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 5. FABRIC SHALL BE EMBEDDED 1-FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. 6. A 2x4 WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVERFLOW STABILITY. 7. MAXIMUM DRAINAGE AREA 1-ACRE Dig INArSafely. New/.York ■ Cal Before You Dig ■ Walt The Required Time ■ COafirm Utility Response ■ Respect The Marks ■ Dig With Care 800-962-7962 www.NtafNynewyork.com CAST IRON FRAME AND INLET GRATE 23" MIN SIZE PEAR PLAN CATCH BASIN DETAIL NTS 20' STONE BED WIDTH GROUT IN PLACE TRAFFIC COVER PRECAST CONCRETE SECTIONS PIPE SIZE AND INVERT ELEVATION VARIES, SEE PLAN ✓;;✓ i; .. LQ p W o ,,. `f TAX MAP #'s 302.5-1-49 & 50