The URL can be used to link to this page

Home My WebLink About20230061 138 Ash Final Subdivision SWPPPCB SAN.MH. RIM=311.29 INV(S)=307.7 _ INV(W)=307.1 INV(E)=307.0 STORM DRAIN RIM-311.21 INV.E=306.81 INV.S=307.13 2 1/2•IP. ° 0.9' CB RIM=310,86 INVA.=307.35 INV.S.=307.40 8" PVC STORM CB RIM=310.64 INV.N=307.83 INV.S=307.94 CB RIM=310,90 INV=308.20 SITE STORM MH STORM MH RIM=311.12 STORM DRAININV(E)=305.8 MH. RIM=311.01STORM INV.W=306.21 RIM=310.39 INV.N=305.91 INV(W)=305.55INV(E)=3055-w w w w w w w w w w StrPpt-8" SAN. SEWER FSA SA SA- _S c! _ SA SA sr r sr sr sr aGST 1 _.. ..n-..- -.?-..D CONC. WALK at a s w a 3 PLAN CB //////�� RIM-310.32 �.INV=305.5 w-w W ICE 3'MPL.(D \31 Z w N 5E.1E ¢3�CONC.PAD rA/C UNITWRON z c;'Tc ot 3IN- 310.90 HOUSE j /_18 Ash St. \ I I asoft or GARAGE I Q 1 NoOCONC.WALKEAVES3.2'3t0.16 BRICK 2'PLANTERPAVED I 4.9PAD 310.801 w N 16"MPL � 2-80LE / \1 6'MPL. 5.0' +310.50 a309.40+Lot 'I Lot 2 - o 400 1 Willow Lur9 Willow L7,000 sq.ft or7,000 sq.fta0.161 ac. 0.161 acID5 JJ N +310.95 B'MPL. 14'CRABAPPLE 0 I 8"ASH I ,� Q) I I Z +310,69 62.50 1/2•IP. PROPOSED SILT FENCE TYP. CO 61 CD O QO UW i Lot Inforimfion Lot 1..........0.161 Ac. Lot 2..........0.161 Ac. Total..........0.322 Acres Total Lot Disturbance Lot 1..........0.16 Ac. Lot 2..........0.16 Ac. ToW..........0.32 Acres NOTE: INSTALLATION OF SILT FENCE, STABILIZED CONSTRUCTION ENTRANCE AND CONCRETE WASHOUT AREA ARE TO BE UTILIZED FOR THE CONSTRUCTION OF THE PROPOSED HOMES. IF THE EROSION CONTROL MEASURES CONFLICT WITH THE LAYOUT OF THE HOMES, THIS CONFLICT SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND A MORE SUITABLE AREA WILL BE DETERMINED FOR RELOCATION. IR SAN.00 EDGE OF PAVEMENT M ^ PROPOSED TBM-1 CONCRETE WASHOUT TOP of NAIL 1 illovv AREA UTIL.POLE V VELEV=311.73TYP. \-PROPOSED STABILIZED CONSTRUCTION ENTRANCE TYP. 1. Elevations are based on NGVD 1929 datum. 2. The location of underground utilities shown on this plan are for information only, and all utilities may not be shown. The owner or contractor shall contract U.F.P.O. (1-800-962-7962) and the proper local authorities or respective utility company having jurisdiction to confirm the location of all existing utilities before commencing work. Any costs incurred by the owner or SAN.MHRIM=31.contractor due to the failure to contact the proper authorities RIM.N=309. shall become the res onsibilit of the owner or contractor.. INV.N=309.64 p y 5/8" steel rod set with a tag marker found, labeled ro utility pole CB ❑ catch basin DWS detectable warning strip overhead wires sA sanitary sewer line sr storm line w water line G gasline 1"-60' Note: 1. All driveways are to conform to the 2020 Fire Code of New York State Section 511 'Emergency Vehicle Access for Detached One and and Two Family Dwellings". (NYS Fire Code). Typical ladder truck weight of 32 tons plus 6 tons of water (38 tons total) is below H2O loading rating. 2. All driveways will have geo-textile fabric material placed prior to installation of 12" crusher run material (NYSDOT Item 4) for a load rating of H2O (40 tons), comparable to legal limit of public roadways City of Saratoga Sprinm Standard Notes 1. All work must conform to all Federal, State and City Codes, specifications, ordinances, rules and regulations. 2. The elevation base for the contours and benchmarks are based on the National Geodetic Vertical Datum, 1929. 3. Applicant must submit a Letter of Credit Estimate for Project Site Work to the City Engineer for review and approval. Letter of Credit funds must be posted with the City prior to Planning Board Chair signature on final plan. 4. The Contractor must schedule a pre -construction meeting with the City Engineer prior to any construction. Construction inspections by a designated representative of the applicant are required. The cost of the construction inspection is the responsibility of the Applicant/Developer. 5. All proposed easements or rights -of -way dedications must be verified and approved by the City Engineer prior to construction. 6. The Applicant must verify that the proposed project can accommodate the turning movements of any fire truck that the fire department designates. 7. The Contractor must obtain a street opening permit from the Department of Public Works for any work in the street or right of way of any City street or road or alley. 8. Contact the Building Inspector for a Blasting Permit, if blasting is required. 9. All points of construction ingress or egress shall be maintained to prevent tracking or flowing of sediment or debris onto a public right-of-way. Additional erosion and sediment control measures also apply. 10. All refuse, debris and miscellaneous items to be removed shall be legally disposed of off -site by the Contractor prior to submission of the As -Built Drawing. 11. No Certificate of Occupancy will be issued until all site work has been completed in accordance with the approved plans; all disturbed soils or bare ground have been fully stabilized; and an "As -Built" drawing has been prepared in accordance with the requirements of the City Engineer. 50'MIN. EXISTING PAVEMENT 3EXISTING FILTER �6"MIN.MOUNTABLE BERM GROUND CLOTH PROFILE(OPTIONAL) aU MIN. 12'MIN. EXISTINGMINGROUND 12'MIN. EXISTING PAVEMENT PLAN VIEWMIN.1. STONE SIZE _CUSE 2" ONS�RUOR REOCLAIMED OR RECYCIL DACONCORETE EQUIVALENT 2. LENGTH - 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 - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE. 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. B. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. CONSTRUCTION ENTRANCE N.T.S. WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE W/ MAX. 6" MESH MAX. C. TO C. SPACING) 36" MIN. LENGTH FENCE POSTS DRIVEN MIN. 16INTO GROUND77 HEIGHT OF F ILTER 16" MIN. W Je4,B° MIN. WWyVIEW 36" MIN. FENCE POST-\ WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE W/ MAX. 6" MESH SPACING) WITH FILTER CLOTH 20"MIN. FL�WUNDISTURBED GROUND COMPACTED SOIL EMBED FILTER CLOTH 16"MIN. A MIN. OF 6" IN GROUND. 4"IfSECTION VIEW CONSTRUCTION SPECIFICATIONS 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 10OX, STABILINKA T140N, OR APPROVED EQUIVALENT. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. SILT FENCE N I. S. MAP REFERENCES: 1. Survey mapping supplied by Thompson Fleming Land Surveyors, Saratoga Springs NY of a Map titled Willow Lane Subdivision, dated 1.20.23 for Witt Construction. Erosion Control Notes 1. All erosion control procedures shall conform to "New York State Standards and Specifications for Erosion and Sediment Control" published by the New York State Department of Environmental Conservation, dated August 2005 or most current edition. 2. The smallest practical area of land should be exposed at any one time during all phases of development, with a maximum of 1.0 acres exposed at any one time. The exposure should be kept to the shortest practical period of time and shall be permanently stabilized immediately following finished grading work. 3. An area shall be considered stable if one of the following has occurred: (a) base course gravels have been installed in areas to be paved, (b) a minimum of 85% vegetated growth has been established, (c) a minimum of 3 inches of non -erosive material such as stone or rip -rap has been installed, or (d) erosion control blankets have been properly installed. 4. Land shall not be left exposed during winter months. Consult with engineer for winter stabilization methods. 5. All erosion and siltation control facilities shall be constructed prior to the initiation of earthwork and utilities construction. All swales and culvert outlets shall be stabilized prior to receiving any stormwater. 6. Provide erosion control matting or mulch on slopes steeper than 3:1. Provide chopped hay mulch on loomed and seeded areas. 7. All structural controls including alit fence and Inlet/outlet protections shall be installed where shown prior to any on -site grading or disturbance of existing surface material. It should be maintained during and after evelopment to remove sediment from runoff waer and from lanundergoing development. Where possible natural drainage ways should be utilized and left open to remove excess surface water. 8. Topsoil required for the establishment of vegetation shall be stockpiled in amounts necessary to complete finished grading of all exposed areas. 9. Areas to be filled shall be cleared, grubbed, and stripped of topsoil to remove trees, vegetation, roots, or other objectionable material. 10. All fills shall be compacted as required to reduce erosion, slippage, settle en subsidence or other relat r m t, ed p oblema. FlII extended to support utilities, structures, and piping, etc. shall be compacted to a minimum 98% maxi densit at o timum oisture attar ' 15 7 mum y p p ding to ASTM 5 D. 11. All fill shall be placed and compacted in layers not to exceed 8 inches in thickness. 12. Fill material shall be free of brush, rubbish, rocks, logs, stumps, building debris, and other objectionable materials that would interfere with or prevent construction of satisfactory fills. Frozen material of soft, mucky, or highly compressible materials shalt not be incorporated into fills. 13. All benches shall be kept free of sediment during all phases of development. 14. Seeps or springs encountered during construction shall be handled In accordance with the standard and specifications for subsurface drain, or other approved methods. 15. Bailed hay and mulch shall be mowings of acceptable herbaceous growth free from noxious weeds or woody stems, and shall be dry; no salt hay shall be used. 16. Portions of the site must be stabilized within 14 days where construction activity is temporarily or permanently ceased. 17. Major haul routes and areas of soil disturbance shall be watered as necessary to minimize dust nuisance. Where practical, they should be stabilized (compacted, rip -rap, etc.) to reduce off -site transport of soli and other material. If sediment should accumulate on surrounding pavement, regular sweeping shall be conducted. 18. Concrete trucks shall not wash out or discharge surplus concrete or drum wash water on -site. These activities must be performed at an approved location In accordance with local and state regulations. Landscaping Notes 1. All planting beds and tree pits to receive dark brown cedar bark mulch to a depth of 4 inches. Provide landscaping fabric under mulch in planting beds. 2. Washed river stone mulch to be minimum 6 inches depth with landscaping fabric under stone. 3. Provide minimum 4 inches compacted topsoil depth in areas indicated on this plan and all other areas disturbed during demolition and construction. 4. Restore all existing landscaped or hardscaped areas disturbed as part of this project (i.e. utility trenches). 5. All plantings shall follow standards of ANSI Z60.1-2004 American Standard for Nursery Stock. 6. Prior to placement of any trees, stake locations and notify owner/engineer for field verification. 7. Maintain and protect as many existing trees and shrubs as possible. Protect plants as needed from heavy equipment, falling debris and general damage from construction activity. 8. Consult with owner/engineer prior to removal of any existing trees. If approved for removal, excavate entire stump or grind down minimum 18 inches below surface. Construction Sequencing Notes 1. Prior to any other site work on a building lot, the stabilized construction entrance shall be installed, then siltation fencing to be constructed as shown. 2. The siltation fencing sholl be maintained throughout lot construction until the area is completely stabilized. 3. All earth stockpiles ore to be stabilized with hay mulch and seeded with rye grass. Siltation fencing to be placed around the base of all stockpiles wherever practical. 4. Grading operations for areas to be paved or otherwise disturbed will then be completed and underground utilities Installed. All erosion control measures are to be maintained during construction untill all areas are stabilized. 5. All erosion control measures shall be Inspected weekly or after every rainfall of 0.5 inches or more. 6. During construction, the culverts and end sections shall be set to a grade with sediment basins formed at the Inlet, such that stormwater runoff containing accumulated silt, or other eroded material from the construction site will not enter the structure and short circuit the temporary erosion control systems. 7. After construction is completed and vegetation is established in the disturbed areas, the areas in and around the temporary erosion control system shall be cleaned up, care being taken not to allow the accumulated silt to run into the wetlands and/or protected areas. Then the temporary control systems shall be removed and the area returned as near as possible to its natural state. Seeding Specifications All temporary and permanent seeding shall be done In accordance with "New York State Standards and Specifications for Erosion and Sediment Control" published by the New York State Department of Environmental Conservation, dated August 2005 or most current edition (Section 3, Vegetative Measures for Erosion and Sediment Control). All disturbed areas to be seeded shall be treated as follows: 1. Surface shall be graded to divert water from site to prevent killing vegetation due to ponded water. 2. Rocks and other debris shall be removed from the site. Rocks may be buried during grading. 3. Lime shall be applied in the form of agricultural ground limestone to establish a soil PH of 6.0 and shall be incorporated into the top 3 inches of surface material. 5-10-10 fertilizer shall be applied at approximately 600 pounds per acre. 4. The following seed mixtures shall be uniformly broadcast mechanically, by hydroseeder, or by hand at the rates shown. -Temporary Cover: Summer - ryegross (annual or perennial) 0 30 pounds per acre Winter - certified "Aroostook" winter rye 0 100 pounds per acre -Permanent Cover: Species Application Rate 65% fine fescue 114-143 pounds per acre 15% perennial ryegross 26-33 pounds per acre 20% Kentucky bluegrass 35-4-4 pounds per acre Total Mix 175-220 pounds per acre 5. The seed and fertilizer shall be incorporated into the soil by either tracking the area perpendicular to the contours with a bulldozer having cleats at least 1 inch depth, or pulling a cultipacker over the entire site with the tines set to till no deeper than 1 Inch. 6. The entire site shall be mulched with 4,000 pounds per acre of small grain straw, which shall be anchored by bulldozer tracking. 7. Optimal planting dates are early spring until end of May, and August through early October. Special considerations for watering shall be given if planting occurs between June and July. 8. After grass cover is established, inspect for bare spots or washouts, repair topsoil as needed and re -apply seed by hand to fill in all unvegetated voids. DigpSafely New York 800-962-796;wwwAlgwfelynevvyork.a❑ Call sefore You GU❑ Wh The xequhw Tier ❑ Corrarm udilly Reopens ❑ Respect ae Nrb❑ No Vnur care TAX MAP: 165.73-2-24 Louis Altieri 138 Ash Street Saratoga Springs, NY 12866 A,_,I�"cnt Witt Construction 563 North Broadway Saratoga Springs, NY 12866 W A C 3 a� Designed By TW Drawn By MCA Checked By TW Approved By Filename Protect No. 23-304 Project Date 2.23.23 Timot Wales fly signed by Timothy Wales Date: 2023.02.23 Z � C C I� U C O •N o td O - Cn 4.j'>30 O L t/'1 C1 O .� UML`a 3 m '~ C a� 4) O N t N Q 4- 0 U a Q 4-0 O 4) U 4-0 *' Z a E ILA O .IIA 0 W WALES ENGINEERING 68 Watarvlew Drive, Saratoga Springs, NY 12856 I518) 581-0028 Phoha/Pax. wdeswg@rymp.rf.com Sheet No. of Drawing No. WE-001