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2002-1020 TOWN OF QUEENSBURY 742 Bay Road,QueensbmT,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 CE RTIFKITEOF. COMPLIANCE . t Pezmi.t Number:. P20021020. Date Issued:- Monday,May'03,2004 r This is to certi y that work requested to be done as shown by Permit Number P2�0,021020 has been completed, Tax Map Number: 523400-296-013.0001-024- .00.0000 Location 1025 STATE ROUTE 9 A-2000 Owner: WILLIAM T.CRIST Applicant:-, KEITH CRIST This structure may be occupied as a: By Order of Town Board Commercial I Industrial Unheated TOWN OF QUEENSBURY Ditector of Building&Code Enforcement 1. TOWN,OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20021020 Application Number: A20021020 Tag Map No: 523400=296-013-0001-024-000-0000 Permission is hereby,granted to: KF.TTH C;RTST For"property located at: 1025 STATE ROUTE 9 A-2000 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. Type of Construction Value Owner Address: WQ,LIAM T. CRIST 34 BONNER Dr Commercial 1 Industrial Uuliea $50,400.00 Total.Value $50,400.00 QUEENSBURY,.NY- 12804 Contractor or Builder's Name j Address. Electrical Inspection Agency XE1TH CRTST' - 1025 ROUTE 9 OIIEENSBITRY_ NY 12804 - Plans&Specifications -- 2002-11020 Correct address per DH is#1025, 12-16-02. Construction fo a 4,200 sd ft unheated commercial storage bldg...per plot plan and specifications: $210.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,December 23; 20,04 (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-Town of Queensbury; ,Monday, December,23, 2002 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20021.020 Application Number: A20021020 Tax Map No: 523400-296-013-0001-024-000-0000 Permission is hereby granted to: KEITH GRIST For property located at: 1025 STATE ROUTE 9 A-2000 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. Type of Construction Value Owner Address: WILLIAM T. CRIST 34 BONNER Dr Commercial/Industrial Unheat 50,400.00 QUEENSBURY,NY 12804 Total Value 50,400.00 Contractor or Builder's Name/Address Electrical Inspection Agency KEITH CRIST 1025 ROUTE 9 OUEENSBURY.NY 12804 Plans&Specifications 2002-1020 Correct address per DH is#1025, 12-16-02. Construction fo a 4,200 sq ft unheated commercial storage bldg. per plot plan and specifications. $210.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,December 23,2003 (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 Tow {ueensb Monday,December 23,2002 SIGNED BY I for the Town of Queensbury. Director of Building A�odeforcement Building Permit Application' Town of Queensbury—Dept of Community Development,742 Bay Road,'Queensbury,NY (518)761-8236 A permit must be obtained before beginning construction. Permit File No. LO No inspection will be made until applicant has received a Fee Paid ' $ valid building permit. All applicants' spaces on this Rec. Fee Paid 5 application must be completed and must appear on the- Reviewed By: application form. Applicant: i tb, Ce—l-j Owner: Address: la Z­r -7 Address: t Z_Ycl/ Z_ � C Phone# tj )7-7 z)- - T 6-;, Z. Phone#(-Ijtt) 2-1 0 OSO Email Address: Email Address: Property Location: Lot Number:./ House Number— Subdivision Name: Tax Map Number 7.3-- /111 0, 13 tw—New Building: residence commercial Estimated Market Value of Construction: $ .5-cl, Y ao c3 Addition: residence/ commercial If an Addition,what will use of new addition be? c) Alteration.: residence/ commercial C1 No change to exterior size: residence I com'l C3 Other work(describe Check Occupancylnformation Is'Floor 2° ]Floor Other floor Total Below sq.ft. sq.ft, sq.ft. Square Feet 0 Single family dwelling A3 Two family dwelling ca Townhouse o Multifamily dwelling #of units U Office o —Mercantile L2 Manufacturing u 1 car detached garage o 2 car detached garage o 3 car detached garage a 1 car attached garage o 2 car attached garage o 3 car attached garage CpL_: Storage building- commercial C3 Storage building- residential 0 Other What is the proposed height of the structure feet inches Will any second-hand or ungraded lumber be used? If so,for what? Type of Heating System: electric/ oil gas wood /forced hot air baseboard othet- /L-a«,e- Number of Fireplaces to be installed Number of Woodstoves to be installed List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder A— _j Plumber' Mason Electrician le Declaration: please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this application,together with the plans and specifications submitted,are a true and complete statement of all proposed work-to be done on-the, described premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner.. Further,it is understood that I/we shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or Director of Building and Codes,an As Built Survey by a licensed surveyor;drawn to scale,showing actual location of all new construction. Signature-, owner,owner's agent,architect,contractor zlq/ 1/31 = j2Y Framing /Firestopping Inspection Report Office No. (518) 761-8256 Date Ins coon u recei d- Queensbury Building&Code Enforcement Arrive: �a 742 Bay Road,Queensbuiy,NY 1.2804 Inspector's Initials: ()a / 11,Zz. NAME: PERMIT#: . - LOCATION: INSPECT ON: TYPE OF STRUCTURE: 0 kAp LA z N NIA \ COMMENTS Xaming Jack Studs/Headers Bracing Bridging V Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft, or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fite wall,2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side Vz inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above below grade 5.0 sf grade L:\Suellemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Commercial Finial Inspection Report Office No.: (518)761=8256 Date Inspection req r cei d Queensbury Building&Code Enforcement Arrive: a pm Depart: ,° a pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initi NAME: CVJ� PERMIT LOCATION: DATE: r COMMENTS: Y N NA Chimney!"B"Vent/Direct Vent L Plumbing Vent Through Roof 6'.'/koof Cop lete Exterior Finish Grade Complete 6"in or alent Interior-/Exterior Guardrails 42 in.Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.=38.in./Step Risers 7"/Treads W. Vestibules For Exit doors>3000 sq.ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform,36(w)x 44" 1)/Canopy or E uiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Okay I f Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum - Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil'Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/2 doors _ >l 0%>1000 s .ft. '/A Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour,3 Hour Complete/Fire Dampers/Fire Doors 'Ceiling Fire Stopping,3,000 s . ft..Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/.Parking Lot Si na e " Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 in.,Checkout 3619 Handicapped Ram /Handrails Continuous/12 in.Beyond- Active Listening System and Signa e Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,;if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20'/Driveable-Surface 20'wide Okay To Issue Temp.or Permanent C/O Okay To Issue C/C Last printed 6/3/2003 9:27 AX1-:\PamW\Bu1lding&Codes\Commercial Final Inspection Report,doc Framing /Pirestopping Inspection Report Office No. (5 1*8)'761-825 6 Date Inspection requ s receiv Queensbury Building&Code Enforcement Arrive: a pI D 742 Bay Road, Queensbury,NY 1.2804 Inspector's Initial NAME: PERMIT#: --Q LOCATION: /015 INSPECT ON: TYPE OF STRUCTURE: 54 QLN- _ v 0 N N/A COMMENTS Framing Jack Stud Header gj Bracing'A4kidgiQ Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 3 6 in. or more Headroom 6 ft. 8 in. Notches 1 Holes/Bearing Walls Metal Strapping for Notches-Top Plate 1 V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft, floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1,2, 3 hour Fire wall.2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side Y2inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in.(H) 20 in.(W) 5.7 sf above below grade' 5.0 sf grade L:\Suellemingway\Building.Codes.h)spection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 I N7p==DO E 73, e4 5/5' CIRF s88 1S� 8e. 104.49' PARCEL AREA 122,722.44 sq.ft. 2.82 acres LANDS N/F OF RONALD N. & JANIS A. JECKEL 1151/150 MAP REFERENCES: MAP OF LANDS OF NORTHWAY SPORTS, INC. DATED: AUGUST 21, 1959 LAST REVISED: OCTOBER 7, 1980 BY: GLENN B. COULTER MAP OF LANDS OF BRUCE BUICK, INC. DATED: DECEMBER 31, 1974 BY: P. RAYMOND KEYS DEED REFERENCE: FIRST AMERICAN BANK OF NEW YORK TO WILLIAM T. CRIST DATED: AUGUST 19, 1982 BOOK 648 PAGE 262 ACCE55 TO ADJACENT PROPERTY OWNER / APPLICANT WILLIAM T. CRIST / KEITH W. CRIST 1025 ROUTE 9 QUEENSBUP.Y, NY 12804 518-793-8872 LANDS N/F OF ANTHONY J. & MARY SUE FERRARO 712/324 WnllAM T. CRIST TO ANTHONY J. & MARY SUE FERRARO 1081/264 SEGMENTAL RETAINING WALL S57028' 00' IN -0— �i t.P qt.a t_i et_i r►c TAX MAP PAKGEL - Z946X5-1-Z4 ZONING, HIGHWAY COMMERCIAL - INTENSIVE - 1 ACRE SITE AREA, 2.52 ACRES (122,722 sf) SITE UTILIZATION BUILDING AREA) 24.000 sf = 19.GZ PAVEMENTS Cim. graven* 5G.288 sf 45.97. PERMEABLE AREA) 42.434 sf 34.5Z C30Z MIN. REQUIRED) REQUIRED PARKING - NEW SELF STORAGE USE ONLY, 1 PER 5 STORAGE UNITS = 28 PROPOSED PARMG - NEW 5ELF STORAGE USE ONLYs 31 SPACES BUILDING 5ETBACK5 THESE PLANS HAVE BEEN APPROVED UNDER AUTHORITY OF A RE50LUTION ADOPTED 10/22/02 BY THE PLANNING BOARD OF THE TOWN OF QUEEN5BURY. NEW YORK WITH THE FOLLOWING CONDITIONS: 1. SHOW A CUT THROUGH OR ACCE55 TO THE ABUDTTING PROPERTY TO THE SOUTH IN ACCORDANCE WITH SECTION 179-19-010. ZONING ADMINISTRATOR DATE EXISTING GRU511ED STONE REQUIRED PROVIDED FRONTS 50' 118.98' - existing SIDE (SOUTHN 20' min. - 50' sum 24.91' exist. - 35' new SIDE CNORTH)= 20' min. - 50' sum 30.99' exist. - 30.53 new REAR, 25' 104.49 - new LEGEND: 0IPF = RON PIPE FOUND 0IRF = IRON ROD FOUND O CIRF = CAPPED IEON ROD FOUND = UTILITY POLE X = WIRE FENCE LINE = EDGE OF WOODS CB 0 = CATCH BASIN D 4 = WATER VALVE LOCATION FLAN SCALE i" = 1,60W M JCB TFa 198.21' fi CB TF-197 CB TF-197.99 � V ti �1 N Q4 u C1 b a � -fj, ,a oa � b 4 W ,., v pC A pa q m zm -WV NORTH SCALE 1" = 20' Date: septanbw A 2002 Revkionm t 10/21/02 - EM REVM 2. 10/25/02 - O0mIT10NS CONTOUR UM: ASSUMED 4'7 348 -1 NTERVAL = 1 FOOT S EET 1 OF 3 SURVEY DWG. NO. 02259 73-1-11.1 /296.13-1 24 20 205 z 200 SEGMENTAL RETAINING WALL .,Zoo \\Ap 205 20 205 .... ... . ........ x. ..... . . . ....... . ...... ..... ... .. .. . . . ........ . . . . ... .............. . . . .......... . ... ..... . . . ..... ..... . .... 1 b.4.49- 4y WOODED x x WOODED x UMIT5 Of CLEARING WOODED D EY15T. TREE UNE 0 0 /00 + + N 00 Ce 5 NEW DW 02 TF-200.0' 04 0 LL 0 V) V)LLJ tvAAL 0 can u EXVISG WHITE PINE eo + 30' 30' 0 0 N 1410 '40, Zo°A0 00 6 01 C) bi 101/ b Ro. A NEW DW 0 0 P < I IM TF-200.0' Cr NEW DW TF-200. of V) LL- -i Li Lf) 4 \,b 41p Q0. + ++ +1 -j INSTALL 3 SUMMIT ASH 3-3 1/2"' cal. INSTALL 10 DARK AMER. ARBORVITAE 4! HT. 0 0 C*4 Cn O CN lqr,Lo 00 C5 0 fe4 - 04 5 + NE DW 0 TF— Qj 0 Ow LL LL- -i uj Lo I: U-) DC U) 0 X ko 0 EXISTING A5PHALT z U-) X Lw 5URFAGE LQ Co Lw Lw 4- CZ 000 Z 0 0 z u') x u �7F.F. 200. OFFICE ,5/1' LANDSCAPING IN THIS AREA TO BE DONE IN ACCORDANCE WITH PREVIOUSLY APPROVED SITE PLAN EXISTING CRUSHED STONE 200 EX15TING A5PHALT 5URFAGE EX15TING A5PHALT RFACE —200 EX15TING GRU511ED STONE 118-96 WE 0 �uj w Z Ln x uj SIGN ,21GN �o —_ \0 (00 >0 CB TF- 198.2 P 2* IPF ks) x-------- 200 sowto I 2 v) 13 oz -4 U Cd 9 V 0 0 w k p 4 F-4 CA 40 z CQ Cm OL < Mel"" 11 PIP %3 C: Q o � Q C: Cn < a� < z C) o� CQ QL CB Tf 19' Tf- 197 -wv x 0 NORTH SCALE I" - 20' I Data Soptwnbw A 2002 1 LEGEND: 1 10/21/02 - ENCL REVIEW • IPF = RON PIPE FOUND • IRF = IRON ROD FOUND 0 CIRF = CAPPED IEON ROD FOUND co, = UTILITY POLE X — = WIRE FENCE LINE K1y—Nyl,1 = EDGE OF WOODS CB 0 = CATCH BASIN wv = WATER VALVE DATUM: ASSUMED 47348-2 CONTOUR INTERVAL = I FOOT SHMT20IF3 C-1 10xitrl/ ntAir K1^ 73-1-11.1/296.13-1— 24 --1 1 v a... ✓ v T v. I I v . v f— &— le I 3/4" SETBA VERSA -TUFF PIN 2 PER UNIT RECEIVING SLOT TOP501L AND SEED DISTURBED AREAS EXCAVATE TRAIL INTO COMPACTED SUBGRADE MATERIAL G" CRUSHED STONE GRADED #IA TO #2. NO FINE$ MECHANICALLY COMPACTED PINNING DETAIL FINISHED GRADE ` =E( 1+ = I 0 ..0 op GRADE DITCHLNE TO !—I 1 1-1 i E DRAIN TOWARD ENDS UNDISTURBED SUBGRADE OF WALL ADHERE CAP TO TOP UNIT UNIT STONE SURFACE W/VER5A-LOK CONCRETE ADHESIVE RETAINING WALL NOTES NOT TO SCALE 1. STRIP ALL VEGETATION AND ORGANIC SOIL FROM THE WALL AND GRID ALIGNMENT. IMPERVIOUS FILL 2. BENCH CUT ALL EXCAVATED SLOPES. MIN. 12• THICK HEAVY DUTY FRAME +GRATE 3. DO NOT OVER EXCAVATE UNLESS DIRECTED BY SITE SOIL ENGINEER TO REMOVE CAMP15M FOUNDRY #118GD OR EQUAL GE05YNTHETIC UNSUITABLE SOIL. REINFORCEMENT 4. 51TE $OIL ENGINEER SHALL VERIFY FOUNDATION 5OL5 AS BEING COMPETENT WRAP GRATE WITH FILTER FABRIC TENSAR BX 1200 PER THE DESIGN 5TANDARD5 AND PARAMETERS. UNTIL LAWN AREAS ARE ESTABLISHED 5. BASE SHALL CONSIST OF COMPACTED SANDS AND GRAVEL. MINIMUM 6' THICK G. CONTRACTOR MAY OPT FOR A CONCRETE FOOTING. CONCRETE FOOTING SHALL BE UNREINFORGED. DEPTH OF CONCRETE CAPPROXIMATELY 1' TO 2') AND COMPACTED APPROX. SON. BASE SHALL NOT BE LE55 THAN Go' THICK. - INSTALL MAY BALE DAM AROUND THE DRAINAGE FILL EXCAVATION 7. MINIMUM EMBEDMENT OF WALL BELOW FINISH GRADE SHALL BE 12' FOR CATCH BASIN GRATE UNTIL WALL HEIGHTS FROM 4 FT. AND UP. 6' BELOW 4 FT. UNLESS SHOWN DIFFERENTLY. LAWN AREAS ARE ESTABLISHED �iI r12' THICK MIN. 8. FOLLOW APPLICABLE PROVISIONS OF THE MANUFACTURERS INSTALLATION SLOPE J INSTRUCTIONS AND WRITTEN SPECIFICATIONS. ---y ' ' SLOPE 9FN5htED GRADE . DRAINAGE FILL 12' THICK SHALL BE INSTALLED BEHIND THE WALL TO WITHN 18' OF THE TOP OF THE WALL. RISER AS REQUIRED t9a a 0 10. WHERE DRAIN TILE 15 USED PROVIDE OUTLETS • MN. 40 FT Co. 4 5' MINTYPICAL 11. BACKFI_L AND COMPACT N FRONT OF THE WALL AS WALL 15 INSTALLED. 12. COMPACTION TESTS SHALL BE TAKEN AS THE WALL 15 INSTALLED. THE MINIMUM NUMBER OF TESTS SHALLBE DETERMINED BY THE 51TE SOLS ENGINEER. VERSA-LOK OR EQUAL 13. COMPACTION SHALL BE TO q5Z OF MAXIMUM STANDARD PROCTOR DENSITY. 0 MODULAR CONCRETE 14. GEOGRO SHALL BE THE TYPE AND LENGTH AS SHOWN. PULL GEOGRID ° 000 0% 00& FACING UNITS TIGHT PRIOR TO BACKFILLING. b �° PRECAST CONCRETE 15. PROVIDE LATERAL DRAINAGE SWALES TO DIRECT FLOWS AROUND THE 00 0 DRYWELL REINFORCED BACKFLL ENDS OF THE WALL. ° � STRUCTURAL AC STANDARD ° o 16. E5TABU5H TURF AS SOON AS THE WALL 15 COMPLETED. 8' DIA + 17. FINAL WALL ALIGNMENT SHALL BE LOCATED IN THE FIELD. PROCTOR DENSITY �- IDE ~ �� IF CONDITIONS ARE DIFFERENT THAN THOSE STATED IN THESE DRAWINGS ° ° AND SPECIFICATIONS . THE CONTRACTOR MUST CONTACT THE ENGINEER CRUSHED STONE DRAIN TILE 4' DIAL PRIOR TO PROCEEDING WITH THE CONSTRUCTION OF THE WALL. Ci 1 ° ° 2 - 3" SIZE min. OUTLET a END OF WALL OR s 40' CENTERS MIN. /\\ SLOPE TO DRAIN (1/8'/FT.) 1 W/FILTER FABRIC ° 0 °° GEOTEXTLE FABRIC °QO ° ° E VELOPE AROUND STONE o ° ° o LEVELING PAD Go' MN. 0 00 0 0 5AND5/GRAVEL. ° o MAXIMUM HIGH GROUND WATER BELOW BOTTOM OF E min 5'-0" min TYPICAL SECTION -REINFORCED -RETAINING WALL MODULAR CONCRETE UNIT RETAINING WALL -MAXIMUM HEIGHT ABOVE EXISTING GRADE G'-6' EXPOSED BBER HOSE FRICTION GUARD iY WIRE dia. CEDAR STAKES Pt LONG SHREDDED BARK MULCH ' HIGH SAUCER IENDED PLANTING $01L )TE= A" TREES 3" CAUPER AND LESS SHALL BE STAKED AS SHOWN USING THREE STAKES TREE PLANTING + STAKING DETAIL NOT TO SCALE W SHREDDED BARK MULCH 3" HIGH SAUCER AMENDED PLANTING SOL EVERGREEN PLANTING DETAIL NOT TO SCALE DRYYELL NOT TO Vo" EROSION + SEM41NT CONTROL NOTES L BETORE ANY CLEARING OR GRI.68NG OF THE SITE IS INITIATED. AND pelf EARTIflMORK MUMS, SED11ENT TWAPS 51"IALL aE CONSTRUCTED N ALL STORM SWALES AND DITGIES AND AS NWATED ON THE PLAN. 2. SEDIMENT TRAPS SMALL CONSIST OF HAY DALES PLACED TO FORM A PERVIOUS BARRM N THE SWALE OR WC41 3. AT LEAST TWO WOODEN OR METAL STARS SMALL BE DRIVEN THROUGII EAGf BALE TO ANGIOR IT N PLACE. GONVCNTIONAL SNOW FENCING MAY aE USED IN UM)J Of STAKES TO STAMOE SALE TYPE SEDIMENT TRAPS. 4. AFTER EVERY STORM EAGt SEDIMENT TRAP SMALL aE INSPECTED FOR fA.URES OR CLOGGING, AND ANY MIRE OR G.OGGNG SMALL DE IMMEDIATELY GORRECTED. 5. ALL BARE EARTH AREAS SMALL at SEEDED AND MA_C M AS SOON AS IS FOSS= TO PREVENT CR0510N. AND EVERY DARE EARTH AREA SHALL DE SEEDED AND MA.CMED BY OGTOaER 1st tEMPORARY RAPID GROWTH COVER CROPSS. SUG1 AS ANNUAL RYEGRASS MAY BE USED fOR TEMPORARY SWACC STANZATIOML 6. SMALL aCNCHES AND TEMPORARY INTERCEPTOR DITCHES. NCORPORATNG SEDIMENT TRAPS6 SMALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER GRASSES. OR WHERE PILL AREAS ARE EXTENSIVE. 7. NEW SWALES AND UNITED DRONES SMALL INCORPORATE MATTING OR NETTING OVER SEED AND MI.C" WHEN THE NVERT SLOPE EXCEEDS 2Z. ALL SWALES AND UNLINED DIT0E5 SMALL DE SEEDED WIT" REED -CANARY GRASS FOR FOLK(4) FEET EIF[R SIDE Or THE $WALE OR ETCH CMTRLINL AT A RATE Or 25 POUNDS per ACRE AFTER .AAE. ALL SEEDED AREAS SPULL aE MULCHED WIT" STRAW IMMEDIATELY. 8. THE CONTRACTOR SI'IALL COMPLY Wit THE NEW YORK GIIDELMS FOR URDAN EROSION AND SEDMEMIT CONTROL AS PUDUSMED BY THE EMPIRE STATE G1MMM Or THE SOH. AND WATER CONSERVATION 50GCTY. �+--10•_0' O C MAX. 36' MNGE POST DRIVEN MNML M 16' INTO GROUND 5LT STOP EMBED N GROUND 81 MIN. 't,' Mt. �'t• SOIL BAGKFLL 0* i PERSPECTIVE 36' FENCE POST. 10' or. MAX DRIVEN 16' MN INTO GROUND SILT STOP FABRIC EM6ED 6' MIN N BROUND UNDISTURBED GROUND SEDIMENT CONTROL FENCE NOT TO SCALE U N 0 H N 0 PC a cr a o► a 'd s� ►� .�i p api M Pa ao W . � vW z Apa z s► c O W� 0 Lam-► T� V1 � N N w� w� o� o � � o � � NORTH 3CAL4 as noted Revisions t 40/2V02 - ma REwEw 47348 - 3 %EET 3 OF 3 SURVEY DWG. NO. 02259