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HomeMy WebLinkAboutLaScala Site Plan - 2026-02-11Proposed Residence FF: 618.5 GF: 616.0 BF: 609.5 Proposed Driveway1+41.23 0+001+00RDRDRD RD RD RDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDSSSSSSSSWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWSWSWSWSWSWS WS WS 40.0'R.Y.S.B.40.0'F.Y.S.B.15.0' S.Y.S.B. 25.0' S.Y.S.B.227.7'17.2' 17.2'36.0' 34.0'103.8'610 612 614 616616RAIN GARDEN SURFACE FILTER AREA 380 SF MIN 3' CURB OPENING 3' WIDE STONE CHANNEL ROOF DRAIN DISCHARGE 4"Ø PVC PIPE FOOTING DRAIN DISCHARGE EXISTING WATER MAIN PROPOSED 1" COPPER WATER SERVICE WATER SERVICE PROPOSED ASPHALT CURB PROPOSED ASPHALT DRIVEWAY PROPOSED GRADING RAIN GARDEN OVERFLOW 6" PVC SDR35 OVERFLOW PIPE L = 55' S = 3.63% PROPOSED 4"Ø PVC SDR 35 SEWER SERVICE PROPOSED 5' SIDEWALK DATE:SCALE:DRAWN BY: SheetofNo.Revisions:DateComments:LOCATION MAP NOT TO SCALE Yorktown Heights, NY 10598www.sitedesignconsultants.com Fax: (914) 962-7386 Land PlannersEngineer: NYS Lic. No. 64431Joseph C. Riina, P.E.251-F Underhill Avenue,Civil Engineers (914) 962-4488 -NOTE: 1.THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEEN TAKEN FROM SURVEY MAP PREPARED BY DONALD J. DONNELLY, L.S., DATED 8/02/79, LAST REVISED 8/20/97. TOPOGRAPHIC INFORMATION OBTAINED FROM WEST.CO. GIS MAPPING DATABASE. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. SITE DATA: OWNER / DEVELOPER:WILLIAM LASCALA 3270 GOMER STREET YORKTOWN HEIGHTS, NY, 10598 PROJECT LOCATION: 3276 GOMER STREET YORKTOWN HEIGHTS, NY, 10598 EXISTING TOWN ZONING: R1-20, ONE FAMILY RESIDENTIAL PROPOSED USE: R1-20, ONE FAMILY RESIDENTIAL TOWN TAX MAP DATA: SECTION 17.13, BLOCK 2, LOT 94 SITE AREA : .93 ACRES (40,345 SF) SEWAGE FACILITIES: PUBLIC SEWERS WATER FACILITIES:PUBLIC WATER FACILITIES COPYRIGHT © 2020 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDNOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. SAFE DIG Before You Dig, Drill or Blast! CALL US TOLL FREE 811 or 1-800-962-7962 NY Industrial Code Rule 753 requires no less than two working days notice, but not more than ten days notice. www.digsafelynewyork.com F:\2005\05-13 WILLIAM LASCALA\DWG\05-13 LASCALA SITE PLAN 01-19-2026.DWG 1/16/2017 3:19:52 PM105-13PROJECT #1" = 20'----------------SITE PLANPREPARED FORWILLIAM LASCALASITE PLAN3276 GOMER STREETWestchester County, NYTown Of Yorktown6ZONING SCHEDULE: 20,000 SF. 100 FT. 40 FT. 40 FT. 15 FT. REQUIRED FRONT YARD SETBACK: REAR YARD SETBACK: ONE SIDE YARD SETBACK: MINIMUM LOT WIDTH: MINIMUM LOT AREA: 40 FT. MINIMUM SIZE OF LOT: MINIMUM YARD DIMENSIONS: PRINCIPAL BUILDING: R1-20, SINGLE FAMILY RESIDENTIALZONING DISTRICT: DIMENSIONAL REGULATIONS: COMBINED SIDE YARD SETBACK: 100 FT.MINIMUM LOT DEPTH: NONE NONE VARIANCE REQUIRED NONE NONE NONE NONE NONE 100 FT.MINIMUM ROAD FRONTAGE:NONE 100.0 FT. 40,346 SF. PROVIDED 367.5 FT. 111.04 FT. 101.6 FT. 227.6 FT. 53.25 FT. 17.25 FT. 35 FT. 20% OF LOT AREATOTAL BUILDING COVERAGE: MAXIMUM HEIGHT: MAXIMUM % OF LOT TO BE OCCUPIED: 800 SFMINIMUM USABLE FLOOR AREA OF D.U.: PRINCIPAL BUILDING - FEET: NONE NONE NONE35 FT MAX 4.59% OF LOT AREA 1851 SF 10 FT. 40 FT.FRONT YARD SETBACK: REAR YARD SETBACK: ACCESSORY BUILDINGS: 15 FT.SIDE YARD SETBACK: 15 FTACCESSORY BUILDING - FEET: -------- -------- -------- -------- -------- -------- ---------------- 0 10 20 40 SCALE: 1"=20'-0"JPT02-11-26 WWWWWWWWWWWWWWWWWWWWEXISTING SHED TO BE REMOVED EXISTING DRIVEWAY TO BE REMOVED DATE:SCALE:DRAWN BY: SheetofNo.Revisions:DateComments:Yorktown Heights, NY 10598www.sitedesignconsultants.com Fax: (914) 962-7386 Land PlannersEngineer: NYS Lic. No. 64431Joseph C. Riina, P.E.251-F Underhill Avenue,Civil Engineers (914) 962-4488 -COPYRIGHT © 2020 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDNOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. SAFE DIG Before You Dig, Drill or Blast! CALL US TOLL FREE 811 or 1-800-962-7962 NY Industrial Code Rule 753 requires no less than two working days notice, but not more than ten days notice. www.digsafelynewyork.com F:\2005\05-13 WILLIAM LASCALA\DWG\05-13 LASCALA SITE PLAN 01-19-2026.DWG 1/16/2017 3:19:52 PM2PROJECT #1" = 20'----------------EXISTINGCONDITIONSPLANPREPARED FORWILLIAM LASCALASITE PLAN3276 GOMER STREETWestchester County, NYTown Of Yorktown60 10 20 40 SCALE: 1"=20'-0" NOTE: 1.THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEEN TAKEN FROM SURVEY MAP PREPARED BY DONALD J. DONNELLY, L.S., DATED 8/02/79, LAST REVISED 8/20/97. TOPOGRAPHIC INFORMATION OBTAINED FROM WEST.CO. GIS MAPPING DATABASE. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY.05-13JPT02-11-26 Proposed Residence FF: 618.5 GF: 616.0 BF: 609.5 Proposed Driveway1+41.23 0+001+00RDRDRD RD RD RDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDSSSSSSSSWWWWWW WWWWWWWWWWWWWWWSWSWSWSWSWS WS WS 40.0'R.Y.S.B.610 612 614 61661 6 TREE TO BE REMOVED (TYP.) SILT FENCE (TYP.) SILT FENCE (TYP.) LIMIT OF DISTURBANCE (16,859 S.F.) CONCRETE WASHOUT STABILIZED CONSTRUCTION ENTRANCE DATE:SCALE:DRAWN BY: SheetofNo.Revisions:DateComments:Yorktown Heights, NY 10598www.sitedesignconsultants.com Fax: (914) 962-7386 Land PlannersEngineer: NYS Lic. No. 64431Joseph C. Riina, P.E.251-F Underhill Avenue,Civil Engineers (914) 962-4488 -COPYRIGHT © 2020 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDNOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. SAFE DIG Before You Dig, Drill or Blast! CALL US TOLL FREE 811 or 1-800-962-7962 NY Industrial Code Rule 753 requires no less than two working days notice, but not more than ten days notice. www.digsafelynewyork.com F:\2005\05-13 WILLIAM LASCALA\DWG\05-13 LASCALA SITE PLAN 01-19-2026.DWG 1/16/2017 3:19:52 PM3PROJECT #----------------EROSION ANDSEDIMENTCONTROLPLANPREPARED FORWILLIAM LASCALASITE PLAN3276 GOMER STREETWestchester County, NYTown Of Yorktown60 10 20 40 SCALE: 1"=20'-0" Tree to be Removed for Infrastructure NOTE: 1.THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEEN TAKEN FROM SURVEY MAP PREPARED BY DONALD J. DONNELLY, L.S., DATED 8/02/79, LAST REVISED 8/20/97. TOPOGRAPHIC INFORMATION OBTAINED FROM WEST.CO. GIS MAPPING DATABASE. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY.05-13JPT02-11-261" = 20' ELEVATION (FT)DISTANCE ALONG BASELINE (FT) 605 610 615 620 625 0+00610.00+50612.0612.051+00614.6615.021+41.23616.03.0% 5.8% 7.2% 2.0%GRADE BREAK STA = 0+00.60ELEV = 610.00GRADE BREAK STA = 1+06.24ELEV = 615.46GRADE BREAK STA = 1+33.10ELEV = 616.00DATE:SCALE:DRAWN BY: SheetofNo.Revisions:DateComments:Yorktown Heights, NY 10598www.sitedesignconsultants.com Fax: (914) 962-7386 Land PlannersEngineer: NYS Lic. No. 64431Joseph C. Riina, P.E.251-F Underhill Avenue,Civil Engineers (914) 962-4488 -COPYRIGHT © 2020 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDNOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.F:\2005\05-13 WILLIAM LASCALA\DWG\05-13 LASCALA SITE PLAN 01-19-2026.DWG 1/16/2017 3:19:52 PM4PROJECT #N/A----------------NOTESPREPARED FORWILLIAM LASCALASITE PLAN3276 GOMER STREETWestchester County, NYTown Of Yorktown6INSP.SILT FENCE CLEAN/ REPLACE REMOVE DAILY WEEKLY MONTHLY AFTER RAINFALL NECESSARY TO MAINTAIN FUNCTION AFTER APPROVAL OF INSPECTOR GENERAL EROSION CONTROL NOTES: 1.Contractor shall be responsible for compliance with all sediment and erosion control practices. The sediment and erosion control practices are to be installed prior to any major soil disturbances, and maintained until permanent protection is established. Road surface flows from the site should be dissipated with tracking pad or appropriate measures during adjacent road shoulder regrading. Contractor is responsible for the installation and maintenance of all soil erosion and sedimentation control devices throughout the course of construction. 2.Catch basin inlet protection must be installed and operating at all times until tributary areas have been stabilized. When possible flows should be stabilized before reaching inlet protection structure. Timely maintenance of sediment control structures is the responsibility of the Contractor. 3.All structures shall be maintained in good working order at all times. The sediment level in all sediment traps shall be closely monitored and sediment removed promptly when maximum levels are reached or as ordered by the engineer. All sediment control structures shall be inspected on a regular basis, and after each heavy rain to insure proper operation as designed. An inspection schedule shall be set forth prior to the start of construction. 4.The locations and the installation times of the sediment capturing standards shall be as specified in these plans, as ordered by the Engineer, and in accordance with the latest edition of the "New York Standards and Specifications for Erosion and Sediment Control" (NYSSESC). 5.All topsoil shall be placed in a stabilized stockpile for reuse on the site. All stockpile material required for final grading and stored on site shall be temporarily seeded and mulched within 7 days. Refer to soil stockpile details. 6.Any disturbed areas that will be left exposed more than 7 days and not subject to construction traffic, shall immediately receive temporary seeding. Mulch shall be used if the season prevents the establishment of a temporary cover. Disturbed areas shall not be limed and fertilized prior to temporary seeding. 7.All disturbed areas within 500 feet of an inhabited dwelling shall be wetted as necessary to provide dust control. 8.The contractor shall keep the roadways within the project clear of soil and debris and is responsible for any street cleaning necessary during the course of the project. 9.Sediment and erosion control structures shall be removed and the area stabilized when the drainage area has been properly stabilized by permanent measures. 10.All sediment and erosion control measures shall be installed in accordance with current edition of NYSSESC. 11.All regraded areas must be stabilized appropriately prior to any rock blasting, cutting, and/or filling of soils. Special care should be taken during construction to insure stability during maintenance and integrity of control structures. 12.Any slopes graded at 3:1 or greater shall be stabilized with erosion blankets to be staked into place in accordance with the manufactures requirements. Erosion blankets may also be required at the discretion of Town officials or Project Engineer. When stabilized blanket is utilized for channel stabilization, place all of the volume of seed mix prior to laying net, or as recommended by the manufacturer. 13.To prevent heavy construction equipment and trucks from tracking soil off-site, construct a pervious crushed stone pad. Locate and construct pads as detailed in these plans. 14.Contractor is responsible for controlling dust by sprinkling exposed soil areas periodically with water as required. Contractor to supply all equipment and water. 15.Contractor shall be responsible for construction inspections as per NYSDEC GP-0-25-001 and Town of Yorktown Code. MAINTENANCE OF TEMPORARY EROSION AND SEDIMENT CONTROL STRUCTURES: N.Y.S.D.E.C. GP-0-25-001 EXPOSURE RESTRICTIONS - States that any exposed earthwork shall be stabilized in accordance with the guidelines of this plan. 1.Trees and vegetation shall be protected at all times as shown on the detail drawing and as directed by the Engineer. 2.Care should be taken so as not to channel concentrated runoff through the areas of construction activity on the site. 3.Fill and site disturbances should not be created which causes water to pond off site or on adjacent properties. 4.Runoff from land disturbances shall not be discharged or have the potential to discharge off site without first being intercepted by a control structure, such as a silt fence. Sediment shall be removed before exceeding 50% of the retention structure's capacity. 5.For finished grading, adequate grade shall be provided so that water will not pond on lawns for more than 24 hours after rainfall, except in swale flow areas which may drain for as long as 48 hours after rainfall. 6.All swales and other areas of concentrated flow shall be properly stabilized with temporary control measures to prevent erosion and sediment travel. Surface flows over cut and fill areas shall be stabilized at all times. 7.All sites shall be stabilized with erosion control materials within 7 days of final grading. MAINTENANCE OF PERMANENT CONTROL STRUCTURES DURING CONSTRUCTION: The stormwater management system and outlet structure shall be inspected on a regular basis and after every rainfall event. Sediment build up shall be removed from the inlet protection regularly to insure detention capacity and proper drainage. Outlet structure shall be free of obstructions. All piping and drain inlets shall be free of obstruction. Any sediment build up shall be removed. MAINTENANCE OF CONTROLS AFTER CONSTRUCTION: Controls (including respective outlet structures) should be inspected periodically for the first few months after construction and on an annual basis thereafter. They should also be inspected after major storm events. DEBRIS AND LITTER REMOVAL: Twice a year, inspect outlet structure and drain inlets for accumulated debris. Also, remove any accumulations during each mowing operation. STRUCTURAL REPAIR/REPLACEMENT: Outlet structure must be inspected twice a year for evidence of structural damage and repaired immediately. EROSION CONTROL: Unstable areas tributary to the basin shall immediately be stabilized with vegetation or other appropriate erosion control measures. SEDIMENT REMOVAL: Sediment should be removed after it has reached a maximum depth of five inches above the storm water management system floor. INSP. Construction Sequence Refer to the plan set for all plans and details which relate to construction sequence. 1.Prior to the beginning of any sitework the major features of the construction must be field staked by a licensed surveyor. These include the building, limits of disturbance, utility lines, and stormwater practices. 2.Prior to the start of the project, an on-site pre-construction meeting will be held. This will be attended by the project owner, the operator responsible for complying with the approved construction drawings including the erosion and sediment control (E&SC) plan and details, the design engineer, the engineer responsible for E&SC monitoring during construction, town representatives from the engineering department and code enforcement. 3.A licensed surveyor must define infrastructure locations, limits of disturbance, stormwater basin limits, and grades in the field prior to start of any construction. Limits of disturbance shall be marked with the installation of construction fence or approved equal. The extents of the stormwater management system shall be cordoned off to minimize the disturbance on this area. 4.Install all perimeter erosion control measures, construction entrance as shown on the erosion and sediment control plan and the associated details. install silt fencing at the bottom of slopes. The standards established in part 1.b of the GP-020-001 included in appendix b of this SWPPP must be adhered to. 5.Strip site, clear vegetation, and place topsoil in stockpile locations shown on the plan. 6.Begin demolition of existing building and improvements to be removed. All demolition material shall be removed from the site and properly disposed of. 7.Rough grade building, driveway, and parking area. 8.Begin the excavation and installation of the stormwater management system. Protect trenches and open excavations from erosion. Entry into the system shall be blocked off until site has reached final stabilization. Once system has been installed, install plantings, seed where necessary, and reinstall measures to cordon off the system from disturbance. 9.During site construction maintain and re-establish as required erosion control and stabilization measures as required by the site plan and details. 10.Install gravel surface. Once installed, inlet to infiltrator system may be unblocked. 11.Install and backfill curbs, grade, place final soil topping and put in place permanent vegetative cover over all disturbed areas, landscape beds, slopes, etc. Winter Stabilization Notes: If construction activities are expected to extend into or occur during the winter season the contractor shall anticipate proper stabilization and sequencing. construction shall be sequenced such that wherever possible areas of disturbance that can be completed and permanently stabilized shall be done by applying and establishing permanent vegetative cover before the first frost. areas subject to temporary disturbance that will not be worked for an extended period of time shall be treated with temporary seed, mulch, and/or erosion blankets. MAINTENANCE SCHEDULE: TOPSOIL: Existing topsoil will be removed and stored in piles sufficiently as to avoid mixing with other excavation. Stockpiles shall be surrounded by erosion control as outlined on these plans. The furnishing of new topsoil shall be of a better or equal to the following criteria (SS713.01 NYSDOT): 1.The pH of the material shall be 5.5 to 7.6. 2.The organic content shall not be less than 2% or more than 70%. 3.Gradation SIEVE SIZE % PASSING BY WGT. 2 INCH 100 1 INCH 85 TO 100 1/4 INCH 65 TO 100 NO. 200 MESH 20 TO 80 PERMANENT VEGETATIVE COVER: 1.SITE PREPARATION. 1.1.INSTALL EROSION CONTROL MEASURES. 1.2.SCARIFY COMPACTED SOIL AREAS. 1.3.LIME AS REQUIRED TO PH 6.5. 1.4.FERTILIZE WITH 10-6-4 4 LBS/ 1,000 S.F 1.5.INCORPORATE AMENDMENTS INTO SOIL WITH DISC HARROW. 2.SEED MIXTURES FOR USE ON SWALES AND CUT AND FILL AREAS. MIXTURE LBS/ACRE ALT. A KENTUCKY BLUE GRASS 20 CREEPING RED FESCUE 28 RYE GRASS OR REDTOP 5 ALT. B CREEPING RED FESCUE 20 REDTOP 2 TALL FESCUE/SMOOTH BLOOM GRASS 20 3.SEEDING 3.1.PREPARE SEED BED BY RAKING TO REMOVE STONES, TWIGS,ROOTS AND OTHER FOREIGN MATERIAL. 3.2.APPLY SOIL AMENDMENTS AND INTEGRATE INTO SOIL. 3.3.APPLY SEED UNIFORMLY BY CYCLONE SEEDER CULTI-PACKER OR HYDRO-SEEDER AT RATE INDICATED. 3.4.STABILIZE SEEDED AREAS IN DRAINAGE SWALES. 3.5.IRRIGATE TO FULLY SATURATE SOIL LAYERS, BUT NOT TO DISLODGE PLANTING SOIL. 3.6.SEED BETWEEN APROL 1ST AND MAY 15TH OR AUGUST 15TH AND OCTOBER 15TH. 3.7.SEEDING MAY OCCUR MAY 15TH AND AUGUST 15TH IF ADEQUATE IRRIGATION IS PROVIDED. TEMPORARY VEGETATIVE COVER: SITE PREPARATION: 1.INSTALL EROSION CONTROL MEASURES. 2.SCARIFY AREAS OF COMPACTED SOIL. 3.FERTILIZE WITH 10-10-10 AT 400/ACRE. 4.LIME AS REQUIRED TO PH 6.5 SEED SPECIES: MIXTURE: LBS./ACRE: RAPIDLY GERMINATING ANNUAL RYEGRASS 20 (OR APPROVED EQUAL) PERENNIAL RYEGRASS 20 CEREAL OATS 36 SEEDING: SAME AS PERMANENT VEGETATIVE COVER. SILT SACK INLET PROTECTION SOIL STOCKPILE CONSTRUC. ENTRANCE CEMENT WASHOUT INSP. INSP. INSP. INSP. INSP. INSP. INSP. INSP. INSP. INSP. CLEAN/ REPLACE CLEAN/ REPLACE CLEAN/ REPLACE CLEAN/ REPLACE REMOVE REMOVE REMOVE REMOVE REMOVE GENERAL NOTES: 1. THE ENGINEER WHOSE SEAL APPEARS HEREON IF NOT RETAINED FOR SUPERVISION OF CONSTRUCTION, IS NOT RESPONSIBLE FOR CONSTRUCTION AND THEREFORE ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION PRACTICES, PROCEDURES, AND RESULTS THEREFROM. 2. THE ENGINEER SHALL NOT BE HELD RESPONSIBLE OR HELD ACCOUNTABLE FOR THE INTEGRITY OF ANY STRUCTURES CONSTRUCTED OR UNDER CONSTRUCTION PRIOR TO THE APPROVAL OF THE PLANS. 3. ALL WORK IS TO BE IN ACCORDANCE WITH THE TOWN OF YORKTOWN CODE AND NEW YORK STANDARDS AND SPECIIFICATIONS FOR EROSION AND SEDIMENT CONTROL. 4. ALL CONDITIONS, LOCATIONS, AND DIMENSIONS SHALL BE FIELD VERIFIED AND THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED OF ANY DISCREPANCIES. 5. ALL CHANGES MADE TO THE PLANS SHALL BE APPROVED BY THE ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS. ANY SUCH CHANGES SHALL BE FILED AS AMENDMENTS TO THE STORMWATER POLLUTION PREVENTION PLAN. 6. ALL WRITTEN DIMENSIONS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER ANY SCALED DIMENSIONS. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CALL IN A "CODE 753" PRIOR TO CONSTRUCTION FOR UNDERGROUND UTILITY LOCATIONS. 8. SUBSTRUCTURES AND THEIR ENCROACHMENTS BELOW GRADE, IF ANY, ARE NOT SHOWN. 9. ANY PROPOSED ELECTRIC AND/OR TELEPHONE SERVICE LINES ARE TO BE PLACED UNDERGROUND. 10. THE DESIGN ENGINEER DISCLAIMS ANY LIABILITY FOR DAMAGE OR LOSS INCURRED DURING OR AFTER CONSTRUCTION. 11. ALL CONDITIONS, LOCATIONS AND DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND THE OWNER/ENGINEER NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO THE START OF WORK. THE OWNER/ENGINEER WILL EVALUATE THE SITUATION AND MODIFY THE PLAN AS NECESSARY. CONTRACTOR RESPONSIBILITIES: 1. ALL WORK ON THE PROJECT SHALL BE PERFORMED IN A WORKMAN LIKE MANNER AND SHALL BE IN ACCORDANCE WITH THE STANDARDS OF THE INDUSTRY. THE OWNER WILL BE THE SOLE JUDGE OF THE ACCEPTABILITY OF THE WORK. MATERIALS AND WORK DEEMED UNACCEPTABLE WILL BE REMOVED AND REDONE AT THE SOLE COST AND RESPONSIBILITY OF THE CONTRACTOR. 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT HIS WORK AND WILL BE HELD RESPONSIBLE FOR CONSEQUENTIAL DAMAGES DUE TO HIS ACTIVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR THE ACTS AND OMISSIONS OF HIS EMPLOYEE, AND THEIR AGENTS AND EMPLOYEES, AND ANY OTHER PERSONS PERFORMING ANY OF THE WORK UNDER A SEPARATE CONTRACT WITH THE CONTRACTOR. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROPERLY SHORE EXISTING UTILITIES IF REQUIRED BY CONSTRUCTION. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE THE TOWN ENGINEER IN ADVANCE OF HIS WORK OR AS THE INSPECTOR DEEMS APPROPRIATE. 5. ALL CONDITIONS, LOCATIONS AND DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND THE OWNER/ENGINEER NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO THE START OF WORK. THE OWNER/ENGINEER WILL EVALUATE THE SITUATION AND MODIFY THE PLAN AS NECESSARY. 6. ALL CHANGES MADE TO THIS PLAN SHALL BE APPROVED BY THE ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS. ANY UNAUTHORIZED ALTERATION OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING HIS BEST SKILL AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THIS CONTRACT. 8. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR THE ACTS AND OMISSIONS OF HIS EMPLOYEES, SUBCONTRACTORS, AND THEIR AGENTS AND EMPLOYEES, AND ANY OTHER PERSONS PERFORMING ANY OF THE WORK UNDER A CONTRACT WITH THE CONTRACTOR. 9. THE CONTRACTOR SHALL VERIFY ALL SUBSTRUCTURES ENCOUNTERED DURING CONSTRUCTION. 10. THE CONTRACTOR SHALL SECURE & PAY FOR A BUILDERS RISK POLICY TO COVER THE PERIOD OF CONSTRUCTION. THE ENGINEER & OWNER SHALL BE NAMED AS ADDITIONAL INSURED. ALL CONTRACTORS EMPLOYED AT THE SITE SHALL BE COVERED BY WORKMAN'S COMPENSATION. GENERAL CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL REQUEST A BENCH MARK FROM THE SURVEYOR IN THE SAME DATUM AS THE DESIGN PLANS. 2. FINISHED GRADES SHALL BE OF SUCH ELEVATION THAT THE GROUND WILL SLOPE AWAY FROM IT IN ALL DIRECTIONS. 3. CONSTRUCTION ACTIVITY SHALL BE LIMITED FROM 8:00 A.M. TO 6 P.M., AND NO CONSTRUCTION ACTIVITY SHALL OCCUR ON SUNDAYS OR LEGAL NEW YORK STATE HOLIDAYS. WHERE BLASTING IS NECESSARY, IT SHALL OCCUR FROM MONDAY THROUGH FRIDAY BETWEEN THE HOURS OF 8:00 A.M. AND 5:00 P.M. NO BLASTING SHALL OCCUR ON HOLIDAYS, SATURDAY OR SUNDAY. ALL BLASTING SHALL ALSO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF NORTH SALEM AND NEW YORK STATE BLASTING ORDINANCES. 4. ANY SOIL THAT IS UNSUITABLE FOR DEVELOPMENT OF BUILDINGS OR ROADWAYS SHALL BE REMOVED FROM AREAS TO BE DEVELOPED AND SHALL BE DISPOSED OF WITHIN THE SITE IN NEW EMBANKMENTS WHERE STRUCTURAL LOADING, I.E. A BUILDING OR ROADWAY, WILL NOT TAKE PLACE. WHEN CONSTRUCTION IS PROPOSED TO OCCUR IN SPECIFIC AREAS WHERE SOILS ARE OF QUESTIONABLE SUITABILITY, THE OWNER SHALL RETAIN A SOILS ENGINEER TO EVALUATE AND PREPARE A DESIGN FOR THE CONDITION. 5. ROCK CUT STABILITY IS TO BE FIELD VERIFIED BY A GEOTECHNICAL ENGINEER AND SHALL BE MODIFIED IF REQUIRED. 6. NO CRUSHING/PROCESSING IS PERMITTED ON THE SITE WITHOUT PRIOR APPROVAL BY THE TOWN OF NORTH SALEM BOARD. 7. ALL DEMOLITION DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE, OR LOCAL STANDARDS. IF NECESSARY THE REMOVAL SHALL BE DONE BY A CONTRACTOR LICENSED TO REMOVE AND DISPOSE OF VARIOUS MATERIALS.05-13JPT02-11-26 DATE:SCALE:DRAWN BY: SheetofNo.Revisions:DateComments:Yorktown Heights, NY 10598www.sitedesignconsultants.com Fax: (914) 962-7386 Land PlannersEngineer: NYS Lic. No. 64431Joseph C. Riina, P.E.251-F Underhill Avenue,Civil Engineers (914) 962-4488 -COPYRIGHT © 2020 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDNOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.F:\2005\05-13 WILLIAM LASCALA\DWG\05-13 LASCALA SITE PLAN 01-19-2026.DWG 1/16/2017 3:19:52 PM5PROJECT #N/A----------------SITE DETAILSPREPARED FORWILLIAM LASCALASITE PLAN3276 GOMER STREETWestchester County, NYTown Of Yorktown6F:\2005\05-13 WILLIAM LASCALA\DWG\05-13 LASCALA SITE PLAN 01-19-2026.DWG 1/16/2017 3:19:52 PMSAW CUT PAVEMENT 12"12" D-3 PERMANENT PAVEMENT TEMPORARY PAVEMENT (TRENCH WIDTH)FINISHED GRADE 2" ASPHALT CONCRETE TOP COURSE - TYPE 6F NYSDOT ITEM NO. 403.1701 4" ASPHALT CONCRETE BINDER COURSE - TYPE 3 NYSDOT ITEM NO. 403.13 8" COMPACTED SUBBASE COURSE NYSDOT ITEM 304.05 TACK COAT EXPOSED EDGES, (TYP). APPROVED BACKFILL MATERIAL TRENCH WIDTH NOTE: 1.Pavement layer thickness shown are minimum values and shall match existing if greater. ROADWAY PAVEMENT REPLACEMENT DETAIL NOT TO SCALE NOT TO SCALE BUILDING CORNER GRADE 4" PVC ROOF DRAIN 4" HDPE ROOF DRAIN PARKING LOT 12" MIN. SLOPE 1% MIN SLOPE 2% MIN 4" HDPE FOOTING DRAIN TO CONNECT FOOTING DRAIN INSTALLED BY OWNER ROOF & FOOTING DRAIN CONNECTION DETAIL RAIN GARDEN DETAIL NOT TO SCALE SW-2 SOIL MEDIA SPECIFICATIONS: COMPOSITION - 50% SAND, 20-30% TOPSOIL W/ LESS THAN 5% CLAYS, 20-30% LEAF COMPOST POROSITY - 0.20 DRAINAGE LAYER SPECIFICATIONS: POROSITY - 0.40 PLANT SPECIFICATIONS: Suggested Shrubs List Suggested Herbaceous Plant List WITCH HAZEL(Hamemelis virginiana)CINNAMON FERN (Osmunda cinnamomea) WINTERBERRY(Ilex verticillata)CUTLEAF CONEFLOWER (Rudbeckia laciniata) ARROWWOOD (Viburnum dentatum)WOOLGRASS (Scirpus cyperinus) BROOK-SIDE ALDER (Alnus serrulata)NEW ENGLAND ASTER (Aster novea-angliae) RED-OISER DOGWOOD (Cornus stolonifera)FOX SEDGE (Carex culpinoidea) SWEET PEPPERBUSH (Clethra alnifolia)SPOTTED JOE-PYE WEED (Eupatorium maculatum) SWITCH GRASS (Panicum virgatum) GREAT BLUE LOBELIA (Lobelia siphatica) WILD BERGAMOT (Monarda fisulosa) RED MILKWEED (Asclepias incarnata) PONDING LAYER - 6" MAX MULCH LAYER SOIL MEDIA LAYER 12" - 18" MAX DRAINAGE LAYER 0.05 FT - 1 FT TYP. 3" PONDING DEPTH 2" MULCH BED 12" SOIL MEDIA 24" WASHED GRAVEL UPLAND BARRIER SEE NOTE NOTE: 1.The upland side of the rain garden shall be protected from upgradient subsurface conditions with the installation of either a 12" thick clay barrier or placement of 6 mil polyethylene sheeting along the excavated side-walls of the drainage layers. 2.CALCULATIONS PROVIDED ON THE IMPROVEMENT PLAN. DESIGN RAINGARDEN SURFACE GUIDELINE 2" MULCH BED 3" PONDING DEPTH 12" SOIL MEDIA 24" WASHED GRAVEL SEWER CONNECTION TO PROPOSED MAIN-LINE DETAIL NOT TO SCALED-2 NOTES: 1.Provide cleanouts as required (see detail). 2.Contractor to follow manufacture's installation guide. 3.The contractor shall be responsible for protecting all persons during construction from harm in accordance with all applicable codes, rules & regulations, standards and good practices. 4.Contractor to notify town of Cortlandt 48 hours in advance for trench inspection. 5.All fittings to be white H.D. as manufactured by GPK Products Inc. or approved equal. 6.For backfilling requirements of sewer service see "Sewer Main/Sewer Service Trench Detail".FROM PROPOSEDRESIDENCEPROPOSED 4"Ø PVC SDR-35 OR DIP SANITARY SEWER SERVICE LATERAL CONNECTION 4" Ø WYE BRANCH SIZED TO FIT MAIN LINE PROPOSED SANITARY SEWER MAIN FLOW SLOPE 0.4% MIN FLOW PLAN 6" MIN. BED OF 3/4" WASHED GRAVEL OR CRUSHED STONE UNDER SEWER SERVICE LINE AND ABOVE PIPE 30° OR 45° BEND PROPOSED 4"Ø PVC SDR-35 OR DIP SANITARY SEWER SERVICE LATERAL CONNECTION (2.0% - MIN. PITCH) 4" Ø WYE BRANCH SIZED TO FIT MAIN LINE 3/4" WASHED GRAVEL OR CRUSHED STONE ALL AROUND UNDISTURBED OR COMPACTED EARTH PROPOSED SANITARY SEWER MAIN SECTION 45° MAX.6"MIN.MIN 1/ 4 " P E R F T ( 2 % ) FROM P R O P O S E D RESID E N C E D-1 6" Ø PVC PIPE TO CATCH BASIN SLOTTED DOME OVERFLOW PONDING DEPTH R-1 NOT TO SCALE ASPHALT DRIVEWAY & CURB DETAIL 5" 6" 1"R 2" 2"R 3 1/2" TACK COAT ALL CONTACT SURFACES 2" SURFACE COURSE 3" BINDER COURSE 2-1/2" ASPHALT CONCRETE TOP COURSE N.Y.S. ITEM NO. 403.16 6" COMPACTED N.Y.S. D.O.T. ITEM NO. 304.05 2' SHOULDER 4" ASPHALT CURB 2% SLOPE 12' MIN. C L WATER SERVICE BEDDING DETAILW-1 PAVEMENT OR GROUND SURFACE SIDES OF TRENCH MAY BE SLOPED TO SUIT SOIL CONDITION SOIL ROCK SELECT WELL-GRADE TAMPED BACKFILL (12" LIFTS MAX.)4'-0" MIN.5'-0" MAX TO GRADE24"MIN.12" MIN. 8" MIN. COPPER WATER SERVICE 12" MAX 8" MIN.24"MIN.12" MAX 8" MIN.4'-0" MIN.5'-0" MAX TO GRADEPIPE 6"MIN.ROCKSUITABLE SOIL 6"MIN.NO ROCK TO PROTECT WITHIN THESE LINES GRAVEL OR CRUSHED STONE FOUNDATION MATERIAL SELECT WELL-GRADE TAMPED BACKFILL (12" LIFTS MAX.) NOTES: 1.In materials to be considered as unsuitable (i.e. Muck) material is to be replaced 24" below the pipe invert and replaced with sand bedding. 2.A continuous and uniform bedding shall be provided in the trench for all buried pipe. Backfill material shall be tamped in layers around the pipe and to a sufficient height above the pipe to adequately support and protect the pipe. Stones found in the trench shall be removed for a depth of at least six inches below the bottom of the pipe. 12" MIN. 8" MIN. CLEAN SUITABLE SOIL OR SAND BACKFILL W/ LITTLE TO NO ROCK RIP-RAP SWALE DETAIL SYMBOL RR 12" BOTTOM WIDTH 6" NOTES: 1.The foundation area shall be cleared of trees, stumps,sod, loose rock, or other objectionable materials. 2.The cross section shall be excavated to the neat lines and grades shown on the plans. Over excavated areas shall be backfilled with moist soil compacted to the density of the surrounding material. 3.Filter, bedding, and rock riprap shall be placed to line and grade in the manner specified. 4.No abrupt deviations from design grade or horizontal alignment shall be permitted. 5.Construction operations shall be done in such a manner that erosion, air and water pollution will be minimized and held within legal limits. All disturbed areas shall be vegetated or otherwise protected against soil erosion. MIN. 12" THICK STONE LAYER 3" - 8" STONE RIP-RAP d50 = 6" dMAX = 8" FILTER FABRIC TURN DOWN 6" AT ENDS 6" DEEP SW-1 1'-6" 2H 1V 3 FT WIDE 1V 2H NOT TO SCALE NOT TO SCALE SEWER SERVICE TRENCH DETAIL NOT TO SCALE S-1 GROUND SURFACE FINISHED GRADE TOPSOIL (4" MIN.), SEED AND MULCH OR WHEN IN PAVEMENT SEE PAVEMENT DETAIL SEWER SERVICE LINES SHALL HAVE METALLIC TAPE LABELED "CAUTION SEWER SERVICE LINE BELOW" SET AT BOTH 12" AND 24" BELOW FINISHED GRADE OVER CENTERLINE OF SEWER SERVICE PIPES. PIPES SHALL BE BACKFILLED WITH SELECT FILL MATERIAL FROM 6" TO 24" ABOVE THE TOP OF THE PIPE. SELECT FILL SHALL CONSIST OF SOIL WITH NO STONES GREATER THAN 2" IN DIAMETER. BACKFILL MATERIAL MAY CONTAIN STONES UP TO 6" IN THEIR GREATEST DIMENSION FROM 24" ABOVE THE TOP OF THE PIPE TO THE BOTTOM OF THE SUBGRADE. ALL BACKFILL MATERIAL SHALL BE FREE OF ORGANIC AND FROZEN MATERIAL, PLACED IN 12" LIFTS (PRIOR TO COMPACTION) AND COMPACTED WITH A MECHANICAL TAMPER. SHEETING, IF REQUIRED, SHALL BE CUT OFF AT TOP OF THE LOWEST SET OF BRACING UNLESS OTHERWISE SPECIFIED BY TOWN ENGINEER (TYP.) INITIAL BACKFILL HANDFILL OR MACHINE PLACED LITTLE OR NO TAMPING REQUIRED ON TOP OF PIPEDEPTH VARIESPIPE EMBEDMENTD4' MIN. (SEWER MAINS)3'-6" MIN. (SEWER SERVICE)6"4"- 6"SPRING LINE HAUNCHING BEDDING TRENCH WIDTH = D+2' MIN. PAYMENT LIMITS, BEDDING, HAUNCHING AND INITIAL BACKFILLS CONCRETE STRUCTURAL SUPPORT IF NEEDED SEE CONCRETE CRADLE DETAIL SEWER SERVICE UNDISTURBED EARTH 3/4" WASHED GRAVELOR CRUSHED STONENOTES: 1.Sewer service pipe shall be PVC SDR-35 in all cases except where depth of cover exceeds 10 ft. In cases where cover exceeds 10 ft, sewer service pipe shall be a min. PVC SDR-26. When a sewer main is installed in a fill section, the fill shall be compacted to a min. 95% standard proctor and certified to the Town of Yorktown. 2.No rock is to project into within the edges of the trench. In rock excavation pipe shall be a min. of 6" over and away from rock. 3.Backfill shall be placed so as to not disturb the pipe alignment. 4.In areas where adequate cover can not be maintained for sewer main, proper protection shall be provided against freezing and superimposed loading.05-13JPT02-11-26 DATE:SCALE:DRAWN BY: SheetofNo.Revisions:DateComments:Yorktown Heights, NY 10598www.sitedesignconsultants.com Fax: (914) 962-7386 Land PlannersEngineer: NYS Lic. No. 64431Joseph C. Riina, P.E.251-F Underhill Avenue,Civil Engineers (914) 962-4488 -COPYRIGHT © 2020 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDNOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.F:\2005\05-13 WILLIAM LASCALA\DWG\05-13 LASCALA SITE PLAN 01-19-2026.DWG 1/16/2017 3:19:52 PM6PROJECT #N/A----------------EROSION ANDSEDIMENTCONTROLDETAILSPREPARED FORWILLIAM LASCALASITE PLAN3276 GOMER STREETWestchester County, NYTown Of YorktownJPT02-11-266SOIL STOCKPILE DETAIL NOT TO SCALE E-2 NOTES: 1.Area chosen for stockpiling operations shall be dry and stable. 2.Maximum slope of stockpile shall be 1:2. 3.Upon completion of soil stockpiling, each pile shall be surrounded with either silt fencing or strawbales, then stabilized with vegetation or covered. 4.See detail for installation of silt fence. STRAWBALES OR SILT FENCE MIN. SLOPEMIN. SLOPE SLOPE OR LESS STABILIZE ENTIRE PILE WITH VEGETATION OR COVER SYMBOL 2 1 SS E-4 EXISTING GRADE COMPACTED SUBGRADE FILTER CLOTH SECTION A-A 3" CLEAN STONE MOUNTABLE BERM (OPTIONAL SEE NOTE 5) 10'-0" MINIMUM WIDTH 6" MIN.EXISTING P A V E M E N T 10'-0"30'-0" MINIMUM EXISTINGPAVEMENT10'-0"12'-0" MINIMUM10'-0"MINIMUMSTART AT EXIST. PAVEMENT PLAN SYMBOL INSTALLATION NOTES: 1.Stone size - use 3" min. Stone, or reclaimed or recycled concrete equivalent. 2.Length - as required, but not less than 50 feet (except on a single residence lot where a 30 foot minimum length would apply. 3.Thickness - not less than six (6) inches. 4.Width - 10 foot minimum, but not less than the full width at points where ingress or egress occur. 24 ft if single entrance to site. 5.Surface water - all surface water flowing or diverted toward construction entrances shall be piped across the entrance. If piping is impractical, a mountable berm with 5:1 slopes will be permitted. 6.Maintenance - the entrance shall be maintained in a condition which will prevent tracking or flowing of sediment onto public right of way this may require periodic top dressing with additional stone as conditions demand and repair and/or cleanouts of any measures used to trap sediment. All sediment spilled, dropped, washed or tracked onto public right of way must be removed immediately. 7.Washing - wheels shall be cleaned to remove sediment prior to entrance onto public right of way. When washing is required, it shall be done on an area stabilized with stone and which drains into an approved sediment trapping device. 8.Periodic inspection and needed maintenance shall be provided after each rain A STABILIZED CONSTRUCTION ACCESS DETAIL SILT FENCE DETAIL NOT TO SCALEE-1 WOOD OR METAL DRIVE POSTS AT 8'-0" O.C. MAX. ATTACH SILT FABRIC ON UPHILL SIDE OF POSTS AND BACKFILL OVER FABRIC PROPEX SILT STOP FABRIC OR APPROVED EQUAL SOIL TO BE RETAINED DIG 6"X6" TRENCH INSTALL FABRIC AND BACKFILL NATIVE SOIL EXISTING AREA TO BE PROTECTED FLOW FLOW 10' O.C. MAX. 36" MIN. FENCE POSTS, DRIVEN MIN. 16" INTO GROUND 16" MIN. HEIGHT OF FILTER ABOVE GROUND 6" MIN. EMBEDMENT PERSPECTIVE VIEW SECTION FLOW WOODEN FENCE POST 4 FT. LENGTH SUPPORT NET FILTER FABRIC ANCHOR FABRIC 6" BELOW EXISTING CHANNEL WHEN CROSSING STREAM CHANNEL3'-0" MIN.1'-0" MIN.ELEVATION PLAN VIEW: JOINING SECTIONS SECTION POSTS FASTENED TOGETHER EMBED FILTER CLOTH MIN. 6" INTO GROUND FLOW UNDISTURBED GROUND NOTES: 1.Filter cloth to be fastened securely to post: steel either t or u type or 2" hardwood posts at top and mid section. 2.When two sections of filter cloth adjoin each other they shall be overlapped by 6 inches and folded. Filter cloth shall be mirafi 100x, stabilinka t140n or approved equal 3.Maintenance shall be performed as needed and material removed when "bulges" develop in the silt fence. 4.Excavate 4 inch trench along the lower perimeter of the site. 5.Unroll a section at a time and position the post against the back (downstream) wall of the trench (net side away from direction of flow). 6.Drive the post into the ground until the netting is approximately 2 inches from the trench bottom. 7.Lay the toe-in flap of fabric onto the undisturbed bottom of the trench, backfill the trench and tamp the soil. Steeper slopes require an intercept trench. 8.Join sections as shown above.20" MIN.16" MIN.SYMBOL CEMENT TRUCK WASHOUT PIT DETAILE-6 NOT TO SCALE NOTE: 1.Upon hardening of washout concrete residual, material may be left in place and buried or broken up for removal and disposal. 2.Once the washout material reaches 6" from the surface, a new pit should be created for additional washout concrete residual. 3.The washout pit shall be located at least 50 ft. from storm drains, open ditches,or waterbodies. 4.Inspections shall be made daily. When 75% capacity has been reached a determination shall be made as to whether materials shall be removed. Upon removal and disposal of materials the liner shall be checked for tears. If so liner shall be replaced. Liquids shall be shall be removed by pumping out and disposed of in a proper manner. Solid washout waste can be broken up and buried on site or disposed of off site. 3.5 +/- APPROX. 10' LONG X 6 FT WIDE EXCAVATE PIT TO APPROXIMATE DIMENSIONS SHOWN CEMENT TRUCK WASHOUT SPOILSSTAKED STRAW BALE AROUND PERIMTER 10 MIL. PLASTIC SHEETING LINING THE WASHOUT PIT AND EXTENDING OVER THE HAYBALES INLET PROTECTION DETAIL NOT TO SCALEE-3 3:1 SLOPE 2:1 SLOPE PLAN INLET 3/4" WASHED GRAVEL SURROUNDING INLET TEMPORARY SEDIMENT POOL 1 FT MIN 2 FT MAX SUBGRADE SYMBOL SECTION 1' OF GRAVEL FILTER INLET 3/4" WASHED GRAVEL SURROUNDING INLET CONCRETE BLOCK CONCRETE BLOCK 1'' REBAR FOR BAG REMOVAL FROM INLET DUMP STRAP SLICK SACK 2 EACH DUMP STRAPS DEPTH=D INSTALLATION DETAIL BAG DETAIL EXPANSION RESTRAINT (S1#4; NYLON ROPE. 2" FLAT WASHERS). DUMP STRAP 1" REBAR FOR BAG REMOVAL FROM INLET. LENGHT = L DEPTH = D BOARD FENCE WRAPPED AROUND TRUNK. 1" GAP BETWEEN BOARDS TREE TRUNK ARMOR / TREE PROTECTION DETAIL NOT TO SCALEE-7 NOTES: 1.Contractor shall use the tree trunk armor detail for isolated trees that require protection. 2.As an alternate, the contractor may protect trees in the vicinity of regular heavy traffic / construction areas or clusters of trees to be protected as per the construction fence detail. SMALL FEEDER ROOTS AT EDGE OF BRANCH SYSTEM TEMPORARY ORANGE CONSTRUCTION FENCE SYMBOL 36"SILT SACK DETAIL NOT TO SCALEE-5 05-13