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HomeMy WebLinkAbout20180746 2018.071 MotoHoldings_Site PlanTAPPED IRON ID FOUND —SA -G 4 I� I x I I� INSTRUMENT # 2008005064 TAI # 165.66-2-107 2 tit k.t); "; CAPPED IRON ROD FOUND la DISTURBANCE LIMITS AND EROSION CONTROL FENCE ARE POSITIONED —ON PROPERTY UNE (LIMITS ARE OFFSET FOR CLARITY) a MAXIMUM 50% LOT COVERAGE (TYPICAL ALL LOTS) ,.•:4:4:•4 ...•...•.�.v:..4. . 4' MIN (TOTAL 12' BOTH SIDES) (TYP) W INSTRUMENT 0 2008005064 TM 0 165.68-2-107 MIN 7.5' (TYPICAL FOR ALL LOTS FRONTING ON COBB ALLEY) RIVER ROCK OVERFLOW WEIR METAL PRIVACY FENCE rel ..ivs:ryrr:cv—�li 9:4:Y.•J:v.•:•3:4 ... "-"-"w.•.cc•w LANDS N/F OF C1'IAPPELL INSTRUMENT # 2014036756 1M 0 165.66-2-68 EROSION CONTROL DEVICE GRADE ALL LOTS TOWARD REAR PROPERTY UNE IE: TOWARD RAIN GARDENS; ALL RUNOFF FROM HOUSES/ GARAGES TO BE DIRECTED TO RAIN GARDENS (TYP ALL LOTS) METAL " 'iVACY FENCE LANDS N/F OF dT. McKEE4ER INSTRUMENT 02010024011 TM # 16566-2-67 RAIN GARDENS TO —HUG EXISTING PROPERTY LINES METAL PRIVACY FENCE 4_ i k OVERFLOW SPILLS OUT TO SOUTH FRANKLIN STREET %iii / dx-41 # a 6" WATER MAIN IN SOUTH FRANKLIN STREET;(LOCATION UNKNOWN) 0' SETBACK FOR HOUSE FRONITNG ON SOUTH FRANKUN STREET FRANKLIN STREET LOT A PROPOSED HOUSE LOT B PROPOSED HOUSE Z LOT C PROPOSED HOUSE LOCATE EXISTING SEWER AND EXTEND SEWER TO EAST AS SHOWN USING (MIN) 6" PVC SDR 26 ASTM 3034 WITH PUSH ON JOINTS PROPOSED GARAGE e.• •3e3.•3 - i3.ci.43.4.•A.4.t&$ i.•3A.c n, 3...•...4..3..5..-.4..•....4...e..a.......•.4• c..-•��s..i • •.t... SA G• EXISTING SANITARY SEWER BELIEVED TO TERMINATE IN FRONT OF EXISTING METAL BUILDING) IRON PI FOUND PROPOSED DRIVEWAY SA G COBB ALLEY PW PW Fifir PROPOSED i" SERVICE CONNECTION (TYP) CAP NEW WATER LINE MAXIMIZE —SEPARATION (10' GOAL) FOUND PW PROPOSED SEWER LATERAL LEADING TO HOUSES ON LOTS A,B AND D REUSE EXISTING SEWER LATERAL, AS APPROVED BY SARATOGA SPRINGS, OR PROVIDE NEW AS REQUIRED SITE DEVELOPMENT PLAN SCALE: SEE GRAPHIC SCALE CLEANOUT TO GRADE WITH CAP AND CURB BOX FOR ACCESS PW PW .5' SETBACK; TYPICAL _FOR LOTS A, B, AND C FRONTING ON COBB ALLEY 2" (MIN) 150 PSI HDPE FUSIOIN WELDED DOMESTIC WATER LINE; INSTALL AS FAR HORIZONATLLY FROM WASTEWATER UNE AS PRACTICAL; MIN 5' DEPTH; PIPE SHALL MEET AWWA C901 STANDARDS FOR POLYETHYLENE WATER SERVICE; INSTALLATION SHALL BE IN ACCORDANCE WITH AWWA, NSF, AND NYSDOH STANDARDS AS WELL AS RECOMMENDATIONS OF THE PLASTIC PIPE INSTITUTE (PPI), PLASTIC PIPE FITTINGS ASSOCIATION (PPFA), AND THE CRY OF SARATOGA SPRINGS GRAPHIC SCALE 10 0 5' 10' 20' 12222. (IN FEET) WATER SERVICE EXTEND SIDEWALK AS REQUIRED FOLLOWING CITY OF SARATOGA SPRINGS SIDEWALK DETAIL II 95 PROVIDE SEDIMENT CONTROL BARRIER ACROSS CONSTRUCTION ENTRANCE WHEN SITE DEVELOPMENT ACTIVITIES ARE NOT UNDERWAY (NIGHTS, WEEKENDS, DOWNTIME) RESTORE AS GREEN SPACE PROPOSED EDGE OF PAVEMENT CONNECT NEW 2" WATER UNE TO EXISTING 6" MAIN IN ACCORDANCE WITH CITY OF SARATOGA SPRINGS REQUIREMENTS PROGRESS PRINT DATE I REV # I ISSUED / REVISIONS "ISSUE/REVISION""DOCUMENTS PROVIDED IN SUPPORT OF BLOCK ABOVE. THE, MAY NOT BE USED FOR ANY OTHER PURPOSE, NOR INCORPORATED IN ANY MS DESIGN TMAY BE WORE, FOR THE USE SPECIFIED TEN Co s IN of ARRE„ ENGINEERS. EM.O. ONLY DOCUMENTAL LABELED AS "ISSUED FOR CONSTRUCTION' MAY BE USED FOR SAME. USER SHALL HOLD JARRETT ENGINEERS, PLLC HARMLESS AND DEFEND JARRETT ENGINEERS, PLLC PROM ANY UNAUTHORIZED USE." H. THOMAS JARRETT P.E. # 57509 COPYRIGHT © 2018 SITE DEVELOPMENT PLAN DRAWINGC1 RESIDENTIAL DEVELOPMENT PLANIT WASTE RECYCLING SALVAGE COBB ALLEY & SOUTH FRANKLIN STREET CITY OF SARATOGA SPRINGS, NEW YORK JARRETT Engineers, PLLC Civil & Environmental Engineering 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 GLENS FALLS, N.Y. wYALLENDEEORUaESACOPIES BCOSEAND VALID JULY 2018 PRO # 18018 SHEET: 2 OF 5 ALIERATICN OF THIS DOCUMENT EXCEPT BY LICENSED ENGINEER IS UNL4WNL BASESHEET: 22 x 34 PLOTTED / REVISED:7/11/18 2:00 PM NEW AT OR 30. PEND AS REITO OAT PROPERTY SANITARY SEWER SERVICE — PLAN x S. PRESSURE WARM SET PLUMP END OF LATERAL TE PROPERTY SANITARY SEWER SERVICE — SECTION NOTES: 1.) THE SEWER FR01.1 THE BUILDING 2.) CONNECTIONTO PUBLIC SANiTBUSSING I B ARYSEWER IS REQUIRED WHENAVAILABLE PER CITY CODE SECTION 231-1a 3.) A STREET OPENING PERMIT 15 REQUIRED FROIJ THE DEP, OF PUBLIC WORKS PRIOR TO ANY WORK IN THE PUB0C RIGHT-OF-WAY. 4.) ANY PART OF 1HE BUILDING SEWER 01101N 10 FEET OF WATER SERVICE PIPE SHALL BE CONS1RUCTED OF WATERTIGHT JOINTS APPROVED: 1/13/2010 PLANNING BOARD DATE CITY OF SARATOGA SPRINGS, NEW YORK STANDARD DETAIL Sanitary Sewer Service DWG No SA -3 1 LATERAL DETAIL D1 SCALE: N.T.S. CURB TREE BELT SEE NOTE FINISHED GRADE SIDEWALK ............................. .: ....,,,n........,.,n„ .. c.3• ROADWA CORP0RAT10ry STOP WRH COMPRESSION FITTING 01 MUELLER H-15008 3/4. OR 1 - SIZE PS REQUIRED WATER MAIN 45' 3/4. OR 1" COPPER TUBING (TYPE K) (SIZE AS REQUIRED) AR CURB ELLER 80% MU5'B" 3 MODEL H-10314 IN NRF) MODEL 3/10}}6 IN EONCE) WALK) (SIZE PS REQUIRED FOR 3/4" OR 1" SERVICE) CUSTOP MURBEUER ORISEAL MODEL H-15209 COMPRESSION MODEL 11-15219 (W/ DRAIN) (SIZE AS REQUIRED FOR 3/4" OR 1 SERVICE) TEMPNECESORARYSARCAPY) OR PLUG (AS 3/4"SIZMIE NA. SIZE TYPE K COP OR SIZE AS REQUIRED OR 500O2.1.ONFOOT CC. BEARING BLOCK NOTE: LOCATE CURB 003 BETWEEN CURB AND SIDEWALK AT CENTER OF TREE BELT. WHERE NO CURB/TREE BELT 15 PRESENT INSTALL CURB BO% AT PROPERTY LINE. WATER SERVICE N.T.S. APPROVED: 1/13/2010 PLANNING BOARD DATE CITY OF SARATOGA SPRINGS, NEW YORK STANDARD DETAIL Water Service DWG No W-2 2 RESIDENTIAL WATER SERVICE DETAIL D1 SCALE: N.T.S. PROGRESS PRINT DATE I REV # I ISSUED / REVISIONS "ISSUE/REVISION""DOCUMENTS PROVIDED IN SUPPORT ONLY BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER PURPOSE. NOR INCORPORATED IN ANY SUBSEQUENT TMAY BE WO., FORTHE SIE°WSRIISPECIFIED EN Es of ARRET ENGINEERS, PLI.G. ONLY DOCUMENTS LABELED KD AB ISSUED FOR CONSTRUCTION. MAY BE USED FOR SAME. USER SHALL HOLD JARRETT ENGINEERS, PLLC HARMLESS AND DEFEND JARRETT ENGINEERS, PLI.0 PROM ANY UNAUTHORMED USE." H. THOMAS JARRETT P.E. # 57509 COPYRIGHT © 2018 1 DRAWING WATER AND SEWER DETAILS XS1 RESIDENTIAL DEVELOPMENT PLANIT WASTE RECYCLING SALVAGE 77 SOUTH FRANKLIN STREET CITY OF SARATOGA, NEW YORK JARRETT Engineers, PLLC Civil & Environmental Engineering 12 EAST WASHINGTON STREET GLENS FALLS, N.Y. PHONE: (518) 792-2907 UYNLENDEEORUBLES. COPIES BCOSEAND VALID JULY 2018 PRO # 18018 SHEET: 3 OF 5 ALIERATION OF THIS DOCUMENT EXCEPT BY LICENSED ENGINEER IS UNIAWNL BASESHEET: 22 x 34 PLOTTED / REVISED:7/11/18 2:00 PM LOW MAINTENANCE GROUND COVER OR SHREDDED HARD OOD MULCH 50' NOMINAL (SEE PLAN FOR LENGTH) SHREDDED HARDWOOD MULCH AROUND PLANTS RAIN GARDEN PLANTINGS BY PROPERTY OWNER OTE: CS -2 MIN 6" SANDY TOPSOIL THROUGHOUT RAIN GARDEN J FNGTH: 30'-50' (SEE NOTES) AGGREGATE: 6" THICK (SEE NOTE) NOTE: CS -1 THRU C3—a )CONSTRUCTION ENTRANCE NOTES 10' MIN. RADIUS (TYP.) WIDTH: 12'-24' (SEE NOTE) PROVIDE SEDIMENT CONTROL BARRIER ACROSS CONSTRUCTION ENTRANCE WHEN SITE DEVELOPMENT ACTIVITIES ARE NOT UNDERWAY (NIGHTS, WEEKENDS, DOWNTIME) GEOTEXTILE: OTE: CS -4\ PLACED OVER ENTIRE AREA I TO BE COVERED WITH AGGREGATE (SEE NOTES) 2 STABILIZED CONSTRUCTION ENTRANCE D2 SCALE: N.T.S. 10" RAIN GARDEN DEPTH K1 \ RAIN GARDEN DETAIL RIVER ROCK OVERFLOW — WEIR 2" D1 SCALE: N.T.S. CONSTRUCTION ENTRANCE SPECIFICATIONS CS -1) AGGREGATE: A) STONE SIZE — USE #3 OR #4 (1"-4") STONE OR RUBBLE. B) THICKNESS: NOT LESS THAN 6". CS -2) LENGTH: A) TYPICAL LOT ENTRANCE LENGTH= 50' MIN. B) A SINGLE RESIDENCE LOT ENTRANCE LENGTH= 30' MIN. CS -3) WIDTH: A) 12' MIN. WIDTH WITH SEPARATE ENTRANCE & EXITS TO SITE B) 24' MIN WIDTH WITH COMBINED ENTRANCE & EXITS TO SITE CS -4) GEOTEXTILE: A) TO BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING STONE. B) NOT REQUIRED ON A SINGLE FAMILY RESIDENCE LOT C) FABRIC SPECIFICATIONS: LIGHT DUTY ROAD= MIRAFI 100X OR APPROVED EQUIVALENT HEAVY DUTY ROAD= MIRAFI 600X OR APPROVED EQUIVALENT CS -5) SURFACE WATER: ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCE SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS IMPRACTICAL A MOUNTABLE BERM WITH 5:1 SLOPES MAY BE CONSTRUCTED CS -6) MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS—OF—WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANING OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR DEPOSITED ONTO PUBLIC RIGHTS—OF—WAY MUST BE REMOVED IMMEDIATELY. CS -7) WASHING: WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS—OF—WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA OF STABILIZED STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. CS -8) INSPECTION: PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN PROGRESS PRINT DATE I REV # I ISSUED / REVISIONS "DOCUMENTS PROVIDED IN SUPPORT' OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE 'ISSUE/REVISION. BLOCK ABOVE. THEY MAY NOT BE USED Foe ANY OTHER PURPOSE, NOR RATED IN ANY FOR SAME. UK, SUBSEQUENT DESIGN WORK,, WITHOUT THE WRITTEN CONSENT OF JARRETT ENGINEERS, PLLC. ONLY DOCUMENTS LABELED AS 'ISSUED CONSTRUCTION MAY D UDE. RAIN GARDEN PLANTING SPECIFICATIONS 1. ALL PLANTS SHALL BE NATIVE OR NATURALIZED TO NORTHERN NEW YORK STATE, AND NON—INVASIVE. ALL PLANTS SHALL CONFORM TO "AMERICAN STANDARD NURSERY STOCK" STANDARDS AND SHALL BE FROM CERTIFIED NURSERIES. 2. WETLAND/RAIN GARDEN SHALL BE CONSTRUCTED ATOP EXISTING GRADE IF POSSIBLE. EXISTING NON APPROVED PLANTS/GROUND COVERS SHALL BE REMOVED. 3. ALL PLANTS SHALL BE PLANTED AND MAINTAINED PER NURSERY SUPPLIER'S RECOMMENDATIONS. 4. PLANTS SHALL BE SPACED RANDOMLY BUT SHALL AVERAGE 30" OC SPACING (MAX). 5. PLANTING SHALL OCCUR DURING MAY—JUNE OR SEPTEMBER—OCTOBER AND SHALL BE GUARANTEED FOR MINIMUM OF 1 YEAR. PLANTS SHALL BE WATERED AS RECOMMENDED BY NURSERY SUPPLIER UNTIL ESTABLISHED. 6. MULCH ENTIRE WETLAND/RAIN GARDEN WITH SHREDDED HARDWOOD FREE OF DYE AND CHEMICALS; MULCH TO BE APPLIED AT A UNIFORM LAYER OF 2"-3" DEPTH. 7. RECOMMENDED RAIN GARDEN PLANTINGS: MIXTURE OF HERBACEOUS PLANTS AND SHRUBS TAKEN FROM THE FOLLOWING PLANT LIST: SEDGES, REDTOP, BLUE FLAG IRIS, WINTERBERRY, BUTTONBUSH SILKY DOGWOOD, RED STEM DOGWOOD, ELDERBERRY, JOE PYE WEED, COMMON SPICE BUSH ARROWOOD VIBURNUM, BAYBERRY, YELLOW LOOSESTRIFE (NOT PURPLE), SKUNK CABBAGE, NEW YORK ASTER, BLUE VERVAIN, OR APPROVED OTHERS. 8. FRINGE AREA: MIXTURE OF HERBACEOUS AND/OR WOODY SHRUBS/TREES FROM THE FOLLOWING LIST: RED CHOKE BERRY, RED MAPLE, ELDERBERRY, EASTERN HEMLOCK, BLACK ASH, EASTERN RED CEDAR, SILKY DOGWOOD, RED STEM DOGWOOD, OR OTHERS AS APPROVED. Stotmwater Management Calculations: Permit Basis: Area of Disturbance New Impervious Area Impervious Areas: Description Structures: Principal Buildings Garages Other Stmctures Subtotal Other Impervious Areas: Driveway Sidewalk Patio(s) Walk Subtotal Total Impervious: 11175 sf 5655 sf Pre-existing (After demolition) New (sf) Total Area (SF) (la 0 0 0 0 0 0 0 0 4906 484 0 5390 265 0 0 0 265 265 sf 4906 sf 484 sf 0 sf 5390 sf 265 sf 0 sf 0 sf 0 sf 0 5655 5655 sf Required Retention/Infiltration: (1.2 gal/sf new imp areas; 0.5" rainfall/of existing imp areas) Total Retention (CF) Existing Impervious Areas: 0 .5" / sf 0 cf New Impervious Areas: 5655 1.2" /sf 566 of Total Retention Required 566 cf Impervious Area: Impervious Area Calculation Retention/Infiltration Proposed: Retention Area For Lot A (Fronting Cobb Alley): Retention Area For Lot B (Fronting Cobb Alley): Retention Area For Lot C (Fronting Cobb Alley): Retention Area for Lot Fronting South Franklin Street Total Retention Provided: Type of Device Rain Garden Rain Garden Rain Garden Rain Garden Total Retention EE) 145 145 145 331 cf cf of 767 cf H. THOMAS JARRETT P.E. # 57509 COPYRIGHT © 2018 ONLY COPIES OF THIS DRAWING WITH A BLUE SEAL SHALL BE CONSIDERED TRUE AND VALID RAIN GARDEN DETAIL DRAWING D2 RESIDENTIAL DEVELOPMENT PLANIT WASTE RECYCLING SALVAGE 77 SOUTH FRANKLIN STREET CITY OF SARATOGA, NEW YORK JARRETT Engineers, PLLC Civil & Environmental Engineering 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 JULY 2018 GLENS FALLS, N.Y. PRO # 18018 SHEET: 4 OF 5 ALTERATION OF THIS DOCUMENT ME, BY LICENSED ENGINEER IS UNLAWFUL. BASESHEET'. 22 x 34 PLOTTED / REVISED: 7/11/18 2',00 PM EROSION & SEDIMENT CONTROL CONSTRUCTION NOTES: 1) CONTACT PERMITTING AUTHORITIES REGARDING CONSTRUCTION START DATE, AND ENGINEER TO SCHEDULE A PRE—CONSTRUCTION MEETING, PRIOR TO START OF CONSTRUCTION. 2) EROSION & SEDIMENT CONTROL TO BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. 3) NYSDEC TRAINED PERSONNEL IN EROSION AND SEDIMENT CONTROL SHALL INSPECT SITE DAILY AND MAINTAIN LOG/REPORT BOOK. (NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL "BLUE BOOK" CAN BE FOUND AT: http://www.dec.ny.gov/chemical/29066.html OTHER ENVIRONMENTAL CONTROLS: 1.) PROTECT SITE DURING CONSTRUCTION IN ACCORDANCE WITH NYSDEC STORMWATER DESIGN MANUAL AND NYS EROSION & SEDIMENT CONTROL GUIDLINES ("BLUE BOOK"); LATEST EDITION 2.) TEMPORARY FUEL TANKS SHALL BE PROVIDED WITH SECONDARY CONTAINMENT EQUAL TO 100% OF TANK CONTENTS; AND AREA UNDER FUEL LINES SHALL BE COVERED IN WOODCHIPS, ABSORBENT MATTING, OR OTHER APPROVED ABSORBENT MATERIALS. SHEET FLOW DRAINAGE V V V ( �P1���)S111�)�1�P��1�1��11(�1���1��1�1����1�\ 1'VIV'(�(��(�) 11 1(111{� 11 1111 1 1�1, (111 11 11111 1 1�Y 0111 1L1\�u� �1(.(FL�(��11 t��1L1\�ul 11�(1L1\�IIJ, IAS( BUTT BALES TOGETHER, I.E.: NO GAP GEOTEXTILE FABRIC WRAPPED AROUND HAY BALES, AS SHOWN ABOVE 2" x 2" HARDWOOD STAKES OR RE—BARS DRIVEN FLUSH WITH BALE; 2 STAKES PER BALE REQUIRED, ONE VERTICAL, ONE ANGLED OVERLAP FABRIC ® STAKE 4" MIN. 8" MIN. (TYP.) BEDDING DETAIL NOTES: 1) THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAINAGE ON DISTURBED SOILS, HAY BALE DIKES ARE NOT SUITABLE FOR STREAM CHANNELS. 2) HAY BALE DIKES MAY BE USED FOR TEMPORARY (180 DAYS MAXIMUM) EROSION CONTROL STRAW BALE DIKE FLOW 1 4' MIN. A FLOW 4' MIN. 1 ORIGINAL GRADE NOTES: 1) THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLOW DRAINAGE ON MODERATE SLOPES, OR AS A CHECK DAM SEDIMENT TRAP IN A DRAINAGE DITCH; IF USED AS A CHECK DAM, PROVIDE OVERFLOW CAPABILITY. MEDIUM RIP RAP (TYP.) NON—WOVEN GEOTEXTILE FABRIC DIKE CONSTRUCTED USING CRUSHED STONE AND LIGHT RIP RAP 2) "A" TO BE 2 OR GREATER FOR TEMPORARY DIKES AND 2.5 OR GREATER FOR PERMANENT EARTH DIKES. 3) "B" TO BE HEIGHT SHOWN ON PLAN OR EQUAL TO HEIGHT OF ADJOINING GROUND OR MAXIMUM 18" HIGH. 4) SEDIMENT TO BE REMOVED WHEN 25% OF THE DIKE'S FUNCTIONAL VOLUME HAS BEEN LOST. 5) DIKES TO BE REMOVED AND AREAS STABILIZED WITH AN APPROPRIATE VEGETATION THAT MATCHES SURROUNDING AREAS AND MULCHED TO PREVENT EROSION. STONE DIKE SAND BAGS LAID TIGHT END TO END, PERPENDICULAR TO DIRECTION OF FLOW C,r,FLOW HARD SURFACE SAND BAGS ORIGINAL GRADE GEOTEXTILE FABRIC: FILTER X, MIRAFI 100x, STABILENKA T140N, OR EQUIVALENT; OVERLAP & TIE JOINTS 6" MINIMUM MEDIUM RIP RAP (TYP.) NON—WOVEN GEOTEXTILE FABRIC l'-4 TYPICAL TIE POINTS 1' - STEEL OR 2" x 2" HARDWOOD POSTS 24" (MAX.) TYP. Its' MAXIMUM�I STEEL OR WOOD POST WITH WOVEN WIRE FENCE (14.5 GAUGE MIN.; 6" MESH SPACING AS REQUIRED) DIKE CONSTRUCTED USING CRUSHED STONE AND LIGHT RIP RAP NOTES: 1) THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLOW DRAINAGE ON MODERATE SLOPES, OR AS A CHECK DAM SEDIMENT TRAP IN A DRAINAGE DITCH; IF USED AS A CHECK DAM, PROVIDE OVERFLOW CAPABILITY. 2) "A" TO BE 2 OR GREATER FOR TEMPORARY DIKES AND 2.5 OR GREATER FOR PERMANENT EARTH DIKES. 3) "B" TO BE HEIGHT SHOWN ON PLAN OR EQUAL TO HEIGHT OF ADJOINING GROUND OR MAXIMUM 18" HIGH. (CONTRACTOR MAY USE THE DETAIL SHOWN ABOVE FOR SEDIMENT CONTROL FOR CONCENTRATED FLOWS) (CONTRACTOR MAY REFER TO NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL "BLUE BOOK" FOR OTHER METHODS OF EROSION AND SEDIMENT CONTROL (CONTACT ENGINEER PRIOR TO MAKING SUBSTITUTIONS) EARTH DIKE COMPOST FILTER SOCK 1 MIN. N \N 2"X2" WOODEN STAKES PLACED AT 10' O.C. OR" � ra i ,NOS O EXISTING CONTOURS 8' 2"X2" WOODEN STAKES PLACED 10' O.C. COMPOST FILTER SOCK 1.) COMPOST FILTER SOCKS WILL BE PLACED ON THE CONTOUR WITH BOTH TERMINAL ENDS OF THE SOCK EXTENDED 8 FEET UP SLOPE AT A 45 DEGREE ANGLE TO PREVENT BYPASS FLOW. 2.) DIAMETERS DESIGNED FOR USE SHALL BE 12"-32" EXCEPT THAT 8" DIAMETER SOCKS MAY BE USED FOR RESIDENTIAL LOTS TO CONTROL AREAS LESS THAN .25 ACRES. 3.) COMPOST SOCKS SHALL BE ANCHORED IN EARTH WITH 2" X 2" WOODEN STAKES DRIVEN 12" INTO THE SOIL ON 10 FOOT CENTERS ON THE CENTERLINE OF THE SOCK. 4.) THE MAXIMUM SLOPE LENGTH ABOVE A COMPOST FILTER SOCK SHALL NOT EXCEED THE FOLLOWING LIMITS DIAMETER (IN.) SLOPE% 2 5 10 20 25 33 50 8 300 200 100 50 40 30 20 12 375 250 125 65 50 40 25 16 500 275 150 70 55 45 30 24 650 325 200 130 100 60 35 32 800 425 275 150 120 75 50 COMPOST FILTER SOCK FLOW GEOTEXTILE FABRIC 4"x6" TRENCH WITH COMPACTED BACKFILL NOTES: SECURELY FASTEN WIRE FENCE TO POSTS & FABRIC TO FENCE T FLOW /4" (MIN.) DRAIN ROCK GEOTEXTILE FABRIC 1) THIS DETAIL IS APPLICABLE TO SHEET FLOW DRAINAGE ON A TEMPORARY OR SEMI—PERMANENT BASIS (1 YEAR MAXIMUM) FOR EROSION CONTROL 2) SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 3) MAXIMUM SLOPE LENGTHS CONTRIBUTING RUNOFF TO A SILT FENCE PLACED ON A SLOPE: SLOPE STEEPNESS MAX. SLOPE LENGTH 2:1 25 FT 3:1 50 FT 4:1 75 FT 5:1 OR FLATTER 100 FT 4) INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT AS NEEDED; 9" (MAX.) RECOMMENDED STORAGE HEIGHT. 5) REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF—SITE AND CAN BE PERMANENTLY STABILIZED. SILT FENCE DITCH STABILIZATION GUIDELINES (GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION, AS NEEDED; ADDITIONAL OR MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY DEPENDING ON SITE CONDITIONS) DS -1) 0-6%: SEED & MULCH DS -2) 6-10%: SEED & MULCH W/ TEMPORARY EROSION CONTROL MATTING (EX. NORTH AMERICAN GREEN MODEL: P300 OR APPROVED EQUIVALENT) DS -3) 10-15%: SEED & MULCH W/ TEMPORARY OR PERMANENT EROSION CONTROL MATTING (EX. NORTH AMERICAN GREEN MODEL: C350 OR APPROVED EQUIVALENT) DS -4) 15%+: SEED & MULCH W/ PERMANENT EROSION CONTROL MATTING (EX. NORTH AMERICAN GREEN MODEL: P550 OR APPROVED EQUIVALENT) OR OTHER APPROVED MEASURES (STONE CHECK DAMS AND/OR RIP RAPPED CHANNEL) SLOPE STABILIZATION GUIDELINES (GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION, AS NEEDED; ADDITIONAL OR MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY DEPENDING ON SITE CONDITIONS) SS -1) 0-25%: SEED & MULCH SS -2) 25-33%: SEED & MULCH W/ TEMPORARY EROSION CONTROL MATTING (EX. NORTH AMERICAN GREEN MODEL: S75BN OR APPROVED EQUIVALENT) SS -3) 33-50%: SEED & MULCH W/ TEMPORARY OR PERMANENT EROSION CONTROL MATTING ON SLOPES (EX. NORTH AMERICAN GREEN MODEL: S150BN OR APPROVED EQUIVALENT) SS -4) 50-100%: SEED & MULCH W/ PERMANENT EROSION CONTROL MATTING ON SLOPES (EX. NORTH AMERICAN GREEN MODEL: SC150BN OR APPROVED EQUIVALENT) SS -5) 100%+: SEED & MULCH W/ PERMANENT EROSION CONTROL MATTING ON SLOPES (EX. NORTH AMERICAN GREEN MODEL: C125BN OR APPROVED EQUIVALENT) (OR OTHER APPROVED STRUCTURAL MEASURES) (CONTRACTOR MAY USE ANY OF DETAILS SHOWN ABOVE FOR SEDIMENT CONTROL OF SHEET FLOW ONLY) (CONTRACTOR MAY REFER TO NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL "BLUE BOOK" FOR OTHER METHODS OF EROSION AND SEDIMENT CONTROL (CONTACT ENGINEER PRIOR TO MAKING SUBSTITUTIONS) SEDIMENT CONTROL BARRIER (SHEET FLOW) SCALE: N.T.S. SHEET FLOW BARRIER DEVICE SYMBOL: xxxxxxxxxxxxxxxxxxxxxxxxxxxxxx EROSION & SEDIMENT CONTROL: ES -1) FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION, ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT EROSION & SEDIMENTATION IN ACCORDANCE WITH PROVISIONS SHOWN ON THESE PLANS AND/OR THE "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL", USDA—NRCS, AND THE URBAN EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION. ES -2) LAND DISTURBANCE IS DEFINED AS DISRUPTION OF ESTABLISHED GROUND COVER/SOIL, AND NO LAND DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND SEDIMENTATION. LAND DISTURBANCE SHALL NOT EXCEED LIMITS SHOWN ON DRAWING WITHOUT APPROVAL OF THE PERMITTING AUTHORITY. ES -3) FOR PROJECTS IN THE LAKE GEORGE BASIN: WITHIN 500 FEET OF THE MEAN HIGH WATER OF ANY LAKE, POND, RIVER, STREAM, OR WETLAND, NO LAND AREA, INCLUDING AREAS STOCKPILED WITH EARTHEN MATERIALS, WHICH HAS BEEN CLEARED MAY BE MADE OR LEFT DEVOID OF GROWING VEGETATION FOR MORE THAN 24 HOURS WITHOUT A PROTECTIVE COVERING SECURELY PLACED OVER THE ENTIRE AREA AND/OR EROSION CONTROL DEVICES PROPERLY INSTALLED TO PREVENT SEDIMENTS FROM ENTERING THE WATER BODY. ACCEPTABLE PROTECTIVE COVERINGS INCLUDE NATURAL MULCH OF A DEPTH OF TWO INCHES, ROCK RIP—RAP, NON—DEGRADABLE MATERIALS SUCH AS PLASTIC OR CANVAS COVERINGS, AND IMPERVIOUS STRUCTURES. ES -4) IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS BEEN TEMPORARILY OR PERMANENTLY CEASED, TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES SHALL BE INSTALLED AND/OR IMPLEMENTED WITHIN SEVEN (7) DAYS FROM THE DATE THE SOIL DISTURBANCE ACTIVITY CEASED. THE SOIL STABILIZATION MEASURES SELECTED SHALL BE IN CONFORMANCE WITH THE MOST CURRENT VERSION OF THE TECHNICAL STANDARDS, NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. ES -5) FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE RESTORATION IS COMPLETE AND ESTABLISHED. ES -6) ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT, INCLUDING IF IN PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE. CONSTRUCTION ACTIVITY SHALL NOT RESUME UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT AND UNTIL SUCH TIME AS THE PRIOR IMPACT IS REMEDIATED. ES -7) DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT CONTROL SYSTEMS; CONTRACTOR TO DETERMINE "BEST MANAGEMENT PRACTICE(S)" AND SUBMIT TO OWNER/ ENGINEER FOR APPROVAL. ES -8) EROSION CONTROL MEASURES SHALL BE EMPLOYED FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION TO PREVENT EROSION; OPTIONS INCLUDE: A) GRADE DISTURBED AREA AND SEED (TEMPORARY OR PERMANENT) IMMEDIATELY AFTER CURRENT WORK IS COMPLETED OR TEMPORARILY SUSPENDED. B) MULCH WITH STRAW, BARK MULCH, STONE, ETC. C) APPLY EROSION CONTROL MATTING. D) OTHER, AS APPROVED EARTHWORK & TURF ESTABLISHMENT: ET -1) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON THESE PLANS OR BY OWNER. ET -2) TOPSOIL, PLANT/SEED, AND MULCH DISTURBED AREAS TO ESTABLISH PERMANENT VEGETATIVE GROWTH (GRASS OR OTHER NATIVE/NATURALIZED GROUNDCOVERS); CONTACT OWNER AND/OR LOCAL SOIL CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. ET -3) CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE, ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES, AS PRACTICAL AND AS DIRECTED BY OWNER. ET -4) NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR UNLESS DIRECTED BY THE TOWN. PROGRESS PRINT DATE I REV # I ISSUED / REVISIONS "DOCUMENTS PROVIDED IN SUPPORT OF PURPCISE, NOR INCORPORATED IN ANY THIS UENT MAY BE WORK, WITHOUTTHE H WRr ECIONSENTo JA'ISR RETT ENCNE aL PLLGRONLYTo THEY ENTOT SE USED FOR ANY OTHERCONSTRUCTION" MAY BE USED FOR SAME. USER SHALL HOLD JARRETT ENGINEERS, PLLC HARMLESS AND DEFEND JARRETT ENGINEERS, PLLC FROM ANY UNAUTHORIZED USE." H. THOMAS JARRETT P.E. # 57509 COPYRIGHT © 2018 EROSION AND SEDIMENT CONTROL DRAWING' EC1 RESIDENTIAL DEVELOPMENT PLANIT WASTE RECYCLING SALVAGE 77 SOUTH FRANKLIN STREET CITY OF SARATOGA, NEW YORK JARRETT Engineers, PLLC Civil & Environmental Engineering 12 EAST WASHINGTON STREET GLENS FALLS, N.Y. PHONE: (518) 792-2907 ONLY COPIES CF THIS DRAWING WITH A BLUE SEAL SHALL BE CONSIDERED TRUP AND VALID JULY 2018 PRO # 18018 SHEET: 5 OF 5 ALTERATION OF THIS DOCUMENT E%CEPT BY LICENSED ENGINEER IS UNLAWFUL. BASESHEET'. 22 x 34 PLOTTED / REVISED: 7/11/18 2',00 PM