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Home My WebLink About228 Rte 28 ROAD 2024-1 - DRC COMPLETE PACKET - Mixed Use 060624 T O W N O F Y A R M O U T H 1146 ROUTE 28, SOUTH YARMOUTH, MASSACHUSETTS 02664-24451 Telephone (508) 398-2231, Ext. 1276, Fax (508) 398-2365 MEMORANDUM To: Design Review Committee From: Kathy Williams, Town Planner Date: June 3, 2024 Subject: Revitalization Overlay Architectural District (R.O.A.D) Application 2024-1 228 Route 28, West Yarmouth MA Please find attached R.O.A.D. Application #2024-1 for 228 Route 28 in West Yarmouth (Assessor Map 37, Parcel 148). The application was submitted to the Planning Board on May 9, 2024 by A Plus Real Estate LLC and is located in the B2, HMOD1 and ROAD zoning Districts. The Applicant seeks to develop the project using Zoning Bylaw Section 411 – Revitalization Overlay Architectural District (ROAD). This project would redevelop the currently vacant former restaurant site with a new mixed use building including retail on the first floor and 13 apartments on the second floor; along with associated site work including parking, loading dock, utilities, and landscaping. The existing septic system for the former restaurant will be utilized until connection to the municipal sewer system. Mixed use projects help to retain our main commercial corridor along Route 28, while providing much needed housing on the second floor. For ROAD projects, the Planning Board serves as the Design Review Authority and will be holding their Public Hearing on June 26, 2024. ROAD applications are also distributed to the Design Review Committee (DRC) for their input and comments which will be provided to the Planning Board. For ROAD projects, the Planning Board will need to determine whether the project substantially adheres to the Yarmouth Architectural and Site Design Standards (“Standards”). Should the Planning Board make this determination, the Applicant would be able to seek relief from the Zoning Board of Appeals through a Special Permit rather than requiring any Variances. The attached application materials include the March 19, 2024 Site Plan Review Comment Sheet and project plans. The Applicant has been receptive to staff input and has made a number of modifications to the plans to address Staff Comments and to come into better compliance with the Zoning Bylaw. A few comments for consideration by the DRC: • Site Plans: There should be 4 in-lot trees and only one is shown. Trees should be 2.5” caliper in front of the building (part of a comprehensive landscape plan) and 3” caliper for in-lot and buffer trees. All trees to be native species. • Architecture: The Applicant has made a number of significant changes to improve the aesthetics of the building and I am looking forward to hearing the input of the DRC. Planning Division Green Seal Environmental, LLC 114 State Road, Bldg. B, Sagamore Beach, MA 02562 T: 508.888.6034 F: 508.888.1506 www.gseenv.com ENGINEERING | ENVIRONMENTAL | SURVEY MassDOT Certified May 9, 2024 Joanne Crowley, Chair Yarmouth Planning Board 1146 Route 28 South Yarmouth, MA 02664 RE: Application for ROAD - Proposed A Plus Market 228 Route 28 GSE Project No. CNSR-2023-0001:1 Dear Ms. Crowley and members of the Board: On behalf of our client, ConServ Group Inc., we are submitting an application under the provisions of Zoning Bylaw Section 411, the Revitalization Overlay Architectural District (“ROAD”) for the referenced project. Our client is proposing to construct a new building at the referenced location to house a retail business, an A Plus Market. The second floor of the building will be residential apartments. This construction is shown on the attached Site Plans and Building Plans. These plans have been prepared in reference to Zoning Bylaw Sections 103.3.1, Site Plan Review and Section 103.3.4, Plans. The applicant believes that these plans are consistent with and substantially comply with the Yarmouth Architectural and Site Design Standards. Project Description The property was previously occupied by a restaurant which has since been demolished. The applicant proposes to construct a new 2-story mixed-use building as shown on the plans submitted. The building style, color, and materials are in keeping the Standards and have been revised to respond to comments from Planning staff. Under the proposal the site will be landscaped in accordance with the bylaw and standards, which represents a substantial improvement of the existing condition of the site. New paved parking will be provided, with sufficient parking to address the bylaw requirements. Lighting and stormwater controls will be provided, to include a “rain garden” that will provide attractive plantings in addition to the stormwater function. None of the proposed work is within 100 feet of a vegetated wetland. We understand that the Stormwater Management Regulations are administered by the Conservation Department and stormwater calculations and reports will be submitted to them as part of that process. The septic system serving that restaurant is still in place, and as shown on the Site Plans, the client intends to connect the new building to it. The site is located in Phase 1 of Sewer Contract 6, which is anticipated to be completed in 2026. As shown on the plan, a new force main from the existing Green Seal Environmental, LLC 2 septic system to a proposed sewer manhole near the frontage will be installed to facilitate connection to municipal sewer when that becomes available. We understand that the Massachusetts Department of Transportation (MassDOT) is planning on corridor improvements to Route 28. Their current design will need to be modified to address the improved driveway locations on the proposed site plan. We will coordinate with them during the curb cut approval process, after all zoning permits are issued by the Town of Yarmouth (MassDOT will not initiate plan review until all local permits are issued.) The existing driveways are separated by 79.3 feet. The proposed driveways will substantially improve the separation, increasing it to 167.3 feet. These driveways cannot meet the separation requirements in Section 301.4.7, and are not required to, as the Section states: “… shall observe minimum separations as follows, unless precluded by lot configuration in existence on the date of adoption of this bylaw”. The Yarmouth Zoning Bylaw was adopted on April 11, 1978, and Massachusetts adopted zoning in 1954. The records on file in the Barnstable Registry of Deeds indicate that this lot configuration hasn’t changed since 1945 or earlier. Regardless, MassDOT has jurisdiction over driveways on State Highways. Economic and Other Benefits to the Town of Yarmouth The project will provide economic benefit to the Town of Yarmouth in many ways. As is stated in the Site Plan Review report, mixed-use developments along the Route 28 corridor benefit the town in that they preserve the commercial corridor while also providing much needed apartment rental housing. In this case, approximately 9,985 square feet of retail is proposed on the ground floor. The retail use will be a local provider of food-related items, supporting restaurants and community residents. It will also provide employment, and the presence of new workers will bring more activity to nearby businesses for such things as eating out, auto service, shopping, etc. This applies both to the short-term construction workers and the workers who will run the business. A total of 13 new dwelling units are proposed on the second floor, to include ten 1-bedroom units and three 2-bedroom units. The addition of these units can support housing for an estimated 32 persons. In accordance with Section 412.2.3, two of these units will qualify as affordable. These dwellings are conveniently located near businesses that can provide employment, shopping, local library and other services for the residents. As stated above, local businesses will benefit from the increased activity provided by more residents located within the community. The previous restaurant building was demolished. According to the Yarmouth Assessor’s office, the property is taxed only on the land value and the small value of the asphalt paving that remains. Constructing the new building will result in substantially increased property value, which provides an economic benefit to the town in the form of increased ongoing tax revenue. Replacing a vacant parcel without access controls with a new, occupied building will provide additional value to the community. The attractive building and site proposed will improve aesthetics Green Seal Environmental, LLC 3 along this corridor. A new mixed-use building, occupied with active business and housing is a more productive use of the property than a single-use active business or vacant land. This is true in terms of increased property taxes and also year-round occupied space with a healthy mix of commerce and residential use, which is beneficial to abutters, the Town of Yarmouth and its residents. There will be tax revenue benefits from this mixed-use project. The annual Real Estate Taxes for the vacant land are approximately $3,600.00. This is based upon the 2024 total valuation of $496,200.00 for the land and paving-asphalt improvement and the tax rate for the Town of Yarmouth for Fiscal Year 2024 of $7.38 per thousand. The annual Real Estate Taxes for this mixed- use project are estimated to be $36,600.00. This is a $33,000 increase over the current real estate tax paid and is based upon the estimate that the mixed-use property will be valued at approximately $5,500,000.00. Additionally, this is a $20,000 increase over an alternate single-use property with approximately 9,985 square feet of retail proposed on the ground floor. The annual Real Estate Taxes for an alternate single-use project are estimated to be $16,600 based upon the estimate that the single-use property estimated will be valued at approximately $2,500,000. The project was subject to Site Plan Review. The report arising from that review is attached. The plans have been revised to address that review, in our opinion. There are several review comments that warrant some explanation: Photometric plan. A photometric plan has been added to the Site Plan. Snow Storage. A designated snow storage area, along with a description of snow removal, has been added to the Site Plan. In-lot trees. The provision of in-lot trees has been modified to meet the interpretation of the bylaw requirement, in part by adding substantial new landscaped areas. Pavement area for truck turning has been reduced substantially to accomplish this. Rain garden. The proposed rain garden in front of the building has been reduced in depth and reconfigured to allow for more tree plantings. Front buffer trees. Additional trees have been added to the site frontage, in excess of the minimum required. Architecture. Suggested changes to the design have been considered and some changes made. No front facing entrance has been provided, the side entrance is closer to parking and a front entrance will require walkways and compromise the front landscaping when few pedestrians are expected. Plantings. Tree plantings have been revised to specifically address bylaw requirements. Dumpster. The dumpster has been relocated to allow for more landscaping. Pedestrian access. Concrete sidewalk from Route 28 to the retail entrance and near the dwelling entrance has been added to the Site Plan. Pavement. Delivery truck and fire equipment simulations have been included in the Site Plan. Curb cut access. MassDOT will not review or approve curb cuts until all local zoning approvals have been issued. Since the site has two long-established curb cuts, and the Green Seal Environmental, LLC 4 proposal increases their separation and conforms with their written requirements, MassDOT approval is expected. Loading bay pump. The configuration and pumps are required to discharge runoff to the stormwater system. O&M report. A stormwater Operations & Maintenance Report was included in the Stormwater Report. Stormceptor. The stormwater sizing calculations in the Report confirm that it can accommodate the small watershed served. The model chosen works with a grate installed. Fire lanes. Fire lane markings have been added to the Site Plan. Grease trap. The Site Plans include an inspection schedule. Domestic supply. The 1 inch domestic water supply has been changed to PE tubing. Kindly advise us if you need additional copies of these documents, or if there are any other requirements not addressed in this submittal. We look forward to reviewing this project at the next available Planning Board meeting. Sincerely, GREEN SEAL ENVIRONMENTAL, INC. Jack O’Leary PG CPESC Vice President of Operations cc: ConServ Group, Inc. Town Clerk (1 copy) Planning Department (1 copy) Design Review Committee (1 copy) Community and Economic Development Committee (1 copy) Encl.: Site Plans (7 full size) Building Plans (7 full size) Stormwater Report (1 copy) Completed ROAD Application Certified List of Abutters Application Fee ($200 payable to the Town of Yarmouth) Site Plan Review report 228 ROUTE 28, WEST YARMOUTH, MA 02673Emad Zahran, A Plus Real Estate LLCComposite Shingles Light MistComposite Lap Siding Pearl GrayRoofing Shingles 7:12 Georgetown Gray GT GrayX Vinyl Clad WhiteX Storefront Mill Finish1x4 1x6 WhiteX PVC WhiteX Aluminum WhiteX Aluminum BlackNA NARefer to Landscaping PlanSiding Type & Material: Base - Brick Veneer with Brick Sill Color: PlatinumMaterial Selections Attached PVC Trim 228 Route 28 South Yarmouth Color: White Fiber Cement Lap Siding 228 Route 28 South Yarmouth OPTION 1 OPTION 2 Fiber Cement Shingles 228 Route 28 South Yarmouth FINISH COLOR Roofing 228 Route 28 South Yarmouth Certainteed Landmark Shingles Color: Georgetown Gray Brick Base 228 Route 28 South Yarmouth Interstate Brick Color: Platinum (Mortar Color to closely match brick) Project Location: 228 Route 28 West Yarmouth, MA 02673 DOORS and WINDOWS ConServ Group, Inc. 110 State Rd, Sagamore Beach, MA 02562 Page 1 FIRST FLOOR Ryerson Image Centre and the School of Image Arts ARCHITECT Diamond Schmitt Architects Inc., Toronto, Ontario, Canada GLAZING CONTRACTOR Stouffville Glass Inc., Stouffville, Ontario, Canada PHOTOGRAPHY © Arthur Kendrick Design + Performance Versatility with Unmatched Fabrication Flexibility TRIFAB® VG (VERSAGLAZE®) TRIFAB® VG 450, 451 & 451T (THERMAL) FRAMING SYSTEMS & TRIFAB® 451UT (ULTRA THERMAL) FRAMING SYSTEM Trifab® VersaGlaze® is built on the proven and successful Trifab® platform – with all the versatility its name implies. There are enough framing system choices, fabrication methods, design options and performance levels to please the most discerning building owner, architect and installer. The 4.5" depth Trifab® VersaGlaze® Framing System family is available with non-thermal, thermal and ultra-thermal performance levels. The ultra-thermal Trifab® 451UT Framing System, is designed for the most demanding thermal performance and employs a dual Isolock® thermal break. AESTHETICS Trifab® VersaGlaze® Framing Systems offer designers a choice of front-, center-, back- or multi-plane glass applications. Structural silicone glazing (SSG) and weatherseal glazing options further expand designers’ choices, allowing for a greater range of possibilities for specific project requirements and architectural styles. All systems have a 4-1/2" frame depth; Trifab® VersaGlaze® 450 has 1-3/4" sightlines, while Trifab® VersaGlaze® 451/451T and Trifab® 451UT have 2" sightlines. With seamless incorporation of Kawneer entrances or windows, including GLASSvent® visually frameless ventilators, Trifab® framing can be used on almost any project. These framing systems can also be packaged with Kawneer curtain walls and overhead glazing, thereby providing a full range of proven, and tested, quality products for the owner, architect and installer from a single-source supplier. Geisinger Professional Building Jenkins Township, Pennsylvania ARCHITECT Mericle Commercial Real Estate Services Wilkes-Barre, Pennsylvania GLAZING CONTRACTOR Sterling Glass, Inc., Scranton, Pennsylvania PHOTOGRAPHER © Perzel Photography Group Kawneer Company, Inc. Technology Park / Atlanta ARCHITECTURAL SYSTEMS | ENTRANCES + FRAMING | CURTAIN WALLS | WINDOWS 555 Guthridge Court Norcross, GA 30092 770.449.5555 kawneer.com© Kawneer Company, Inc. 2007–2020 Form Number 17-2289.C Trifab®, VersaGlaze®, IsoLock® and GLASSvent® are registered trademarks of Kawneer Company, Inc. ECONOMY Trifab® VersaGlaze® 450/451/451T/451UT Framing Systems offer a variety of fabrication choices to suit your project: • Screw Spline – for economical continuous runs utilizing two-piece vertical members that provide the option to pre-assemble units with controlled shop labor costs and smaller field crews for handling and installation. (available for all systems) • Shear Block – for punched openings or continuous runs using tubular moldings with shear block clips that provide tight joints for transporting large pre-assembled multi-lite units. (available for 450/451/451T systems) • Stick – for fast, easy field fabrication. Field measurements and material cuts can be done when metal is on the jobsite. (available for 450/451/451T systems) • Pre-glazed – The combination of screw spline construction with pre-glazing in the shop accelerates installation and reduces field labor time while minimizing disruption to the surrounding area or existing tenants. Making it an exceptional choice for new or retrofit applications, particularly in urban areas or where space is limited. (available for 451/451T/451UT framing) All systems can be flush glazed from either the inside or outside. The weatherseal option provides an alternative to SSG vertical mullions for Trifab® VersaGlaze® 450/451/451T. This ABS/ASA rigid polymer extrusion allows complete inside glazing and creates a flush glass appearance on the building exterior without the added labor of scaffolding or swing stages. Additionally, high-performance flashing options are engineered to eliminate perimeter sill fasteners and associated blind seals. FOR THE FINISHING TOUCH Architectural Class I anodized aluminum and painted finishes in fluoropolymer (AAMA 2605) and solvent-free powder coatings (AAMA 2604) offer a variety of color choices. PERFORMANCE Kawneer’s Isolock® thermal break technology creates a composite section, prevents dry shrinkage and is available on Trifab® VersaGlaze® 451T. For even greater thermal performance, a dual Isolock® thermal break is used on Trifab® 451UT. U-factor, CRF values and STC ratings for Trifab® framing systems vary depending upon the glass plane application. Project-specific U-factors can be determined for each individual project. (See the Kawneer Architectural Manual or Kawneer.com for additional information.) PERFORMANCE TEST STANDARDS Air Infiltration ASTM E283 Water AAMA 501, ASTM E331 Structural ASTM E330 Thermal AAMA 1503 Thermal Break AAMA 505, AAMA TIR-A8 Acoustical AAMA 1801, ASTM E1425 Thermal simulations showing temperature variations from exterior/cold side to interior/warm side. Trifab® VersaGlaze® 451 Trifab® VersaGlaze® 451T Trifab® 451UT Front Center Back SSG Weatherseal Multi-Plane Trifab® 451UT uses a dual Isolock® thermal break (right) and features a new high- performance sill design, which incorporates a screw-applied end dam (left), ensuring positive engagement and tight joints between the sill flashing and end dam. Brighton Landing Cambridge, Massachusetts ARCHITECT ADD Inc., Cambridge, Massachusetts GLAZING CONTRACTOR Ipswich Bay Glass Company,Inc., Rowley, Massachusetts PHOTOGRAPHER © Gordon Schenck, Jr. Project Location: 228 Route 28 West Yarmouth, MA 02673 DOORS and WINDOWS ConServ Group, Inc. 110 State Rd, Sagamore Beach, MA 02562 Page 2 SECOND FLOOR GLIDING DOOR DOUBLE-HUNG WINDOW 400 SERIES FRENCHWOOD® GLIDING PATIO DOOR Interior Exterior Summar y Product ID#FWG5068 Unit Width 59 1/4" Unit Height 79 1/2" Interior Color White Home Windows & Doors Doors Sliding Glass Patio Doors 400 Series Frenchwood® Gliding Patio Door 400 SERIES FRENCHWOOD GLIDING PATIO DOOR LEARN DESIGN IT TECH SPECS Feedback6/5/24, 2:10 PM 400 Series Frenchwood® Gliding Patio Door | Andersen Windows https://www.andersenwindows.com/windows-and-doors/doors/sliding-patio-doors/400-series-frenchwood-gliding-patio-door/?widIn=59.25&hgtIn=79.5…1/6 Glass Low-E4® Glass Hardware Tribeca®, White Blinds Between Glass None Grille Pattern Colonial Grille Width 3/4" Exterior Door Color White Exterior Trim Prole 3.5" Flat Exterior Trim Color White Explore other gliding patio doors LOWEST MAINTENANCE 100 Series gliding patio door 3.4 $$$$$ Fibrex (2X stronger than vinyl*) Contemporary style ® THINNEST FRAME 200 Series Narroline® 4.0 $$$$$ Wood protected by vinyl exterior Contemporary style COMPLETELY PROTECTED 200 Series Perma- Shield® 4.5 $$$$$ Wood protected by vinyl interior and exterior Contemporary style Blinds-between-the- glass option Feedback6/5/24, 2:10 PM 400 Series Frenchwood® Gliding Patio Door | Andersen Windows https://www.andersenwindows.com/windows-and-doors/doors/sliding-patio-doors/400-series-frenchwood-gliding-patio-door/?widIn=59.25&hgtIn=79.5…2/6 Exterior Colors +2 View product Exterior Colors +3 View product Exterior Colors +3 View product BEST PERFORMING A -Series gliding patio door 0.0 $$$$$ Wood protected by berglass exterior Great at matching classic architecture Blinds-between-the- glass option Available with both contemporary and traditional panel styles. 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It oers a traditional wood interior while featuring our innovative Fibrex® material, so you get a historic look that never looks "old.” Exterior Colors +4 View product Feedback6/5/24, 1:56 PM 400 Series Tilt-Wash Double-Hung Window | Andersen Windows https://www.andersenwindows.com/windows-and-doors/windows/single-hung-and-double-hung-windows/400-series-tilt-wash-double-hung-window/?w…4/7 THIS DRAWING REMAINS THE PROPERTY OF CONSERV GROUP INCORPORATED FOR ITS EXCLUSIVE USE IN COMPLETION OF THE CONSTRUCTION WORK DESCRIBED HEREIN110 State Road, Suite 7 Sagamore Beach, MA 02562 Tel: 508-888-6555Group onServC RETAIL/RESIDENTIALA PLUS228 ROUTE 28, YARMOUTH, MASSACHUSETTSA0005-31-20243D VIEWS1109 FEBRUARY 2024G-1SHEET:GREEN SEAL ENVIRONMENTAL, LLCSITE PLAN PROPOSED MIXED-USE BUILDINGYARMOUTH, MASSACHUSETTS228 ROUTE 28VICINITY MAPNOT TO SCALEUSGS TOPOGRAPHIC MAP1"=1000'LOCATION MAP1"=400'APPLICANT:LIST OF DRAWINGSDRAWINGSHEETPROJECTLOCATIONPROJECTLOCATIONPROJECTLOCATIONGREEN SEAL ENVIRONMENTAL, LLC114 STATE ROAD, BUILDING BSAGAMORE BEACH, MA 02562TEL: (508) 888-6034 FAX: (508) 888-1506WWW.GSEENV.COMCIVIL ENGINEERCONSTRUCTIONMANAGER &ARCHITECTCONSERV GROUP110 STATE ROADSAGAMORE BEACH, MA 02562508-888-6555ASSESSOR'S REFERENCE 37-148OWNER:COVER SHEETGRADING & DRAINAGE PLANDEMOLITION & EROSION CONTROLC-5C-2G-1EXISTING CONDITIONS PLANC-1LAYOUT & MATERIALS PLAN C-3NOTES & LEGEND G-2DETAILS D-1 to D-7A PLUS REAL ESTATE LLC206 BARNSTABLE ROADHYANNIS, MA 02601UTILITY PLANC-4LANDSCAPINGC-6A PLUS REAL ESTATE LLC206 BARNSTABLE ROADHYANNIS, MA 02601revised april 2024TURNING RADIUS PLANTR-1LIGHTINGC-7 ENVIRONMENTAL - EROSION & SEDIMENT CONTROL NOTES1. THE SITE CONSTRUCTION FOREMAN SHALL BE RESPONSIBLE FOR THE DAILY INSPECTION AND MAINTENANCE OF ALL SEDIMENT AND EROSION CONTROLS AND SHALLIMPLEMENT ALL NECESSARY MEASURES TO CONTROL EROSION AND PREVENT SEDIMENT FROM LEAVING THE SITE.2. THE CONTRACTOR SHALL INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS DETERMINED NECESSARY IN THE FIELD BY THEENGINEER BEFORE ANY CONSTRUCTION ACTIVITIES ARE TO BEGIN. THESE MEASURES SHALL BE INSPECTED, MAINTAINED AND REPLACED AS NECESSARY DURING THEENTIRE CONSTRUCTION PERIOD OF THE PROJECT. SUCH MEASURE SHALL REPRESENT THE LIMIT OF WORK AND ALL WORKERS SHALL BE INFORMED THAT NOCONSTRUCTION ACTIVITY IS TO OCCUR BEYOND THE LIMIT OF WORK AT ANY TIME THROUGH THE CONSTRUCTION PERIOD.3. A MINIMUM SURPLUS OF 25-FEET OF EROSION CONTROL BARRIER (SILT FENCE, STRAW BALE, &/OR SILT SOCK) SHALL BE STORED ONSITE AT ALL TIMES.4. THE CONTRACTOR SHALL PREVENT ANY SEDIMENT TRANSPORT TO THE ADJACENT PROPERTIES DURING CONSTRUCTION AND UNTIL ACCEPTANCE BY THEOWNER/ENGINEER.5. UPON REMOVAL OF THE EXISTING PAVED SURFACE, A CONSTRUCTION EXIT MAY BE REQUIRED AS SHOWN IN THE DETAILS TO SHED DIRT FROM CONSTRUCTION VEHICLETIRES. THE CRUSHED STONE PAD WILL BE REPLACED/CLEANED AS NEEDED TO MAINTAIN ITS EFFECTIVENESS AND RECONSTRUCTED AS NECESSARY DURING SEPARATEPHASES OF THE PROJECT.6. THE LIMIT OF ALL CLEARING, GRADING AND DISTURBANCE SHALL BE KEPT TO A MINIMUM WITHIN THE PROPOSED AREA OF CONSTRUCTION. THE CONTRACTOR SHALLPHASE THE SITE WORK IN A MANNER TO MINIMIZE AREAS OF EXPOSED OR UN-STABILIZED SOIL. IF TREES ARE TO BE CUT ON THE ENTIRE SITE, ONLY THOSE AREASWHICH ARE ACTIVELY UNDER CONSTRUCTION SHALL BE GRUBBED. THE REQUIRED SEDIMENTATION CONTROL FACILITIES MUST BE PROPERLY ESTABLISHED, CLEARLYVISIBLE AND IN OPERATION PRIOR TO INITIATING ANY LAND CLEARING ACTIVITY AND/OR OTHER CONSTRUCTION RELATED WORK.7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MONITOR LOCAL WEATHER REPORTS DURING CONSTRUCTION AND PRIOR TO SCHEDULING EARTHMOVING OR OTHERCONSTRUCTION ACTIVITIES WHICH WILL LEAVE LARGE DISTURBED AREAS UN-STABILIZED. IF INCLEMENT WEATHER IS FORECAST, THE CONTRACTOR SHALL USE THEIRBEST PROFESSIONAL JUDGEMENT WHEN SCHEDULING CONSTRUCTION ACTIVITIES AND SHALL BE RESPONSIBLE FOR ENSURING THE NECESSARY EROSION CONTROLDEVICES ARE INSTALLED AND FUNCTIONING PROPERLY TO MINIMIZE EROSION FROM ANY IMPENDING WEATHER EVENTS.8. SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED ON WEEKLY BASIS AND AFTER EACH RAINFALL EVENT OF 0.25 INCH ORGREATER DURING CONSTRUCTION TO ENSURE THAT THE EROSION AND SEDIMENTATION CONTROL MEASURES ARE OPERATING/FUNCTIONING PROPERLY. IDENTIFIEDDEFICIENCIES SHALL BE CORRECTED IMMEDIATELY AND NO LATER THAN 24 HOURS AFTER IDENTIFICATION.9. SOIL STOCKPILES LEFT OVERNIGHT SHALL BE SURROUNDED ON THEIR PERIMETERS WITH SILT SOCK, SILT FENCE, STRAW BALES, OR A COMBINATION OF SILT FENCE WITHSTRAW BALES.10. DISTURBED AREAS AND SLOPES SHALL NOT BE LEFT UNATTENDED OR EXPOSED FOR EXCESSIVE PERIODS OF TIME SUCH AS DURING THE INACTIVE WINTER SEASON. THECONTRACTOR SHOULD PROVIDE APPROPRIATE STABILIZATION PRACTICES ON ALL DISTURBED AREAS AS SOON AS POSSIBLE BUT NOT MORE THAN 14 DAYS AFTER THECONSTRUCTION ACTIVITY IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED, TEMPORARY AREAS HAVING A SLOPE GREATER THAN 4:1 SHALL BE REINFORCEDWITH EROSION BLANKETS OR APPROVED EQUAL UNTIL THE SITE IS PROPERLY STABILIZED. TEMPORARY SWALES MAY ALSO BE REQUIRED IF DETERMINED NECESSARY INTHE FIELD BY THE ENGINEER.11. THE CONTRACTOR SHALL INSTALL A SILT SACK OR APPROVED EQUIVALENT IN EACH EXISTING CATCH BASIN RECEIVING RUNOFF FROM THE SITE. UPON THE INSTALLATIONOF ANY NEW CATCH BASIN, THE CONTRACTOR SHALL INSTALL A SILT SACK OR APPROVED EQUIVALENT. THESE ARE TO BE INSPECTED AFTER EACH SIGNIFICANT STORMEVENT AND EMPTIED AS NEEDED DURING THE ENTIRE CONSTRUCTION PERIOD.12. SMALL SEDIMENTATION BASINS MAY BE CONSTRUCTED ON AN AS-NEEDED BASIS DURING CONSTRUCTION TO AID IN THE CAPTURE OF SITE RUNOFF AND SEDIMENT. ITWILL BE THE RESPONSIBILITY OF THE CONTRACTOR, IN CONSULTATION WITH THE ENGINEER, TO SIZE AND CONSTRUCT THESE BASINS IN APPROPRIATE LOCATIONS.13. ALL EXITS FROM THE SITE SHALL BE SWEPT AS NECESSARY, INCLUDING ANY TRACKING TO ENSURE SEDIMENT IS CONTAINED ONSITE. PAVED AREAS SHALL BE SWEPT ASNEEDED TO REMOVE SEDIMENT OR POTENTIAL POLLUTANTS WHICH MAY ACCUMULATE DURING CONSTRUCTION ACTIVITIES.14. ACCUMULATED SEDIMENT SHALL BE COLLECTED AND DISPOSED OF IN A PRE-APPROVED LOCATION BY THE CONTRACTOR AS DIRECTED BY THE ENGINEER.15. THE CONTRACTOR SHALL PROVIDE ON SITE OR MAKE READILY AVAILABLE THE NECESSARY EQUIPMENT AND SITE PERSONNEL DURING CONSTRUCTION HOURS FOR THEDURATION OF THE PROJECT TO ENSURE ALL EROSION AND SEDIMENTATION CONTROL DEVICES ARE PROPERLY MAINTAINED AND REPAIRED IN A TIMELY ANDRESPONSIBLE MANNER. IF SITE WORK IS SUSPENDED DURING THE WINTER MONTHS THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE PERSONNEL AND EQUIPMENTEITHER ON SITE OR MAKE READILY AVAILABLE TO ENSURE ALL EROSION AND SEDIMENTATION CONTROL DEVICES ARE PROPERLY MAINTAINED AND REPAIRED IN ATIMELY AND RESPONSIBLE MANNER16. IF DEWATERING IS NECESSARY DURING CONSTRUCTION, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT PROPER MEASURES INCLUDINGDEWATERING BAGS, TEMPORARY STRAW BALES, SILT FENCES, SILT SOCKS AND/OR OTHER APPROVED DEVICES. THE DEWATERING MEASURES SHALL BE APPROVED BYTHE ENGINEER.17. ALL SEDIMENT COLLECTED IN THE TEMPORARY/PARTIALLY CONSTRUCTED RETENTION AREAS WILL BE REMOVED AND DISPOSED OF PROPERLY PRIOR TO FILTER FABRICAND MEDIA INSTALLATION WITHIN THE RETENTION AREAS. PARTIALLY CONSTRUCTED RETENTION AREAS WILL HAVE A SURFACE ELEVATION AT A MINIMUM 1-FOOTABOVE THE BOTTOM OF MEDIA ELEVATION OR AS INDICATED IN THE PLANS. THIS WILL ALLOW AN OVER-DIG OF THE COLLECTED SEDIMENT FROM WITHIN THERETENTION AREA PRIOR TO MEDIA/FABRIC INSTALLATION.18. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTROL DUST, BY WATERING OR OTHER APPROVED METHODS AS NECESSARY, OR AS DIRECTED BY THEENGINEER AT NO EXTRA COST TO THE OWNER.19. THE CONTRACTOR SHALL ROUTINELY INSPECT THE PERIMETER OF THE SITE PROPERTY TO GATHER AND REMOVE CONSTRUCTION DEBRIS BEFORE IT LEAVES THE SITE. ALLDEMOLITION DEBRIS SHALL BE PROMPTLY REMOVED FROM THE SITE AND PROPERLY DISPOSED OF. ALL TRUCKS AND CONTAINERS LEAVING THE SITE SHALL BE COVERED.20. CEMENT TRUCKS SHALL NOT BE WASHED ONSITE. ANY CEMENT OR CONCRETE PRODUCTS LEAVING THE SITE OR ENTERING RESOURCE AREAS SHALL BE REMOVED BYHAND AT THE CONTRACTOR'S EXPENSE. A CONCRETE WASHOUT BASIN MAY BE PROVIDED ON SITE FOR WASHING ONSITE MIXERS AND TOOLS.21. BURIAL OF ANY STUMPS, SOLID DEBRIS, AND/OR STONES/BOULDERS ONSITE IS PROHIBITED UNLESS OTHERWISE INDICATED BY THE ENGINEER. NO ROAD SALT, SAND, OROTHER DE-ICING CHEMICALS SHALL BE USED ON THE ACCESS ROADWAYS.22. THE CONTRACTOR IS RESPONSIBLE FOR ROUTINE INSPECTION AND MAINTENANCE DURING CONSTRUCTION OF ALL STORMWATER FACILITIES INSTALLED OR IMPACTEDBY THE PROJECT. ANY SEDIMENT OR DEBRIS COLLECTED WITHIN THESE FACILITIES FROM THE PROJECT WORK SHALL BE REMOVED PRIOR TO THE OWNER'S ACCEPTANCE.GENERAL CONSTRUCTION NOTES1. ALL SITE PREPARATION NECESSARY TO COMPLETE THIS PROJECT IS HE SOLE RESPONSIBILITY OF THE CONTRACTOR.2. THE CONTRACTOR SHALL COORDINATE ALL NECESSARY POLICE DETAILS WITH THE LOCAL POLICE DEPARTMENT.3. THE CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN ALL REQUIRED CONSTRUCTIONPERMITS. ALL FEES INCLUDING POLICE DETAILS AND POSTING OF BONDS, ARE TO BE PAID BY THE CONTRACTOR, AND COORDINATED WITH THEOWNER AND THE ENGINEER.4. ALL EXISTING CONDITIONS SHOWN SHALL BE CONSIDERED APPROXIMATE AND ARE BASED ON THE BEST INFORMATION AVAILABLE. THECONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED CONDITIONS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANYKNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER ANDTHE ENGINEER PRIOR TO INSTALLING ANY WORK.5. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ONTHESE PLANS ARE BASED ON RECORDS OF PREVIOUS OWNERS, VARIOUS UTILITY COMPANIES, AND WHEREVER POSSIBLE, MEASUREMENTS TAKENIN THE FIELD. THIS INFORMATION IS NOT GUARANTEED AS BEING EXACT OR COMPLETE. THE LOCATION OF ALL UNDERGROUND UTILITIES ANDSTRUCTURES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR MUST CONTACTTHE APPROPRIATE UTILITY COMPANIES, ANY GOVERNING PERMITTING AUTHORITIES, AND "DIGSAFE" AT LEAST 72 HOURS PRIOR TO ANYEXCAVATION WORK TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RESOLVECONFLICTS BETWEEN THE PROPOSED UTILITIES AND FIELD-LOCATED UTILITIES AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEERIMMEDIATELY. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES OMITTED, INCOMPLETELY ORINACCURATELY SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ACCURATE RECORDS OF THE LOCATION AND ELEVATION OFALL WORK INSTALLED AND EXISTING UTILITIES FOUND DURING CONSTRUCTION FOR THE PREPARATION OF THE AS-BUILT PLAN.6. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL EXISTING UTILITIES IN WORKING ORDER AND FREE FROM DAMAGE DURING THE ENTIREDURATION OF THE PROJECT. ALL COSTS RELATED TO THE REPAIR OF UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. EXCAVATIONREQUIRED WITHIN THE PROXIMITY OF EXISTING UTILITY LINES SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTINGUTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO COST TO THE OWNER.7. THE CONTRACTOR SHALL UTILIZE ALL PRECAUTIONS AND MEASURES TO ENSURE THE SAFETY OF THE PUBLIC, ALL PERSONNEL AND PROPERTYDURING CONSTRUCTION IN ACCORDANCE WITH OSHA STANDARDS, INCLUDING BARRICADES, SAFETY LIGHTING, CONES, POLICE DETAIL AND/ORFLAGMEN AS DETERMINED NECESSARY BY THE ENGINEER AND/OR OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF POLICEDETAIL AND FOR COORDINATING WITH THE LOCAL OR STATE POLICE DEPARTMENT FOR ALL REQUIRED POLICE DETAIL.8. ALL TRENCHING WORK WITHIN A PUBLIC OR PRIVATE ROADWAY SHALL BE COORDINATED WITH THE OWNER AND/OR PROPER LOCAL & STATEAGENCIES. TRENCH SAFETY AND RELATED PERMITS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THIS WORK MAY BE REQUIRED TO TAKEPLACE OUTSIDE OF NORMAL HOURS OF OPERATION FOR THE FACILITY.9. ALL TRENCH WORK WITHIN EXISTING PAVEMENT SHALL BE NEATLY SAWCUT PER THE APPLICABLE DETAILS. TRENCH WORK BACKFILL SHALL BEPLACED AND COMPACTED IN 8-INCH LIFTS OR AS OTHERWISE INDICATED ON PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANYSETTLING DUE TO INADEQUATE COMPACTION AS DETERMINED BY THE ENGINEER WITHIN THE 12 MONTH WARRANTY PERIOD.10. THE CONTRACTOR SHALL MAKE ALL CONNECTION ARRANGEMENTS WITH UTILITY COMPANIES, AS NECESSARY.11. ALL IMPORTED MATERIAL SHALL BE CLEAN AND FREE OF ANY HAZARDOUS WASTE OR OTHER CHEMICAL CONTAMINATION. NO MATERIAL WILL BEACCEPTED FROM AN EXISTING OR FORMER 21E SITE AS DEFINED BY THE MASSACHUSETTS CONTINGENCY PLAN 310 CMR 40.0000.12. SITE LAYOUT SURVEY REQUIRED FOR CONSTRUCTION WILL BE PROVIDED BY THE CONTRACTOR AND SHALL BE CONDUCTED BY A MASSACHUSETTSREGISTERED PROFESSIONAL LAND SURVEYOR. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE SURVEYOR FOR ALL SITE SURVEYWORK. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AN AS-BUILT PLAN OF THE SITE CONDUCTED BY REGISTERED PROFESSIONAL LANDSURVEYOR AND APPROVED BY THE ENGINEER.13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL HORIZONTAL AND VERTICAL CONTROL POINTS DURINGCONSTRUCTION INCLUDING BENCHMARK LOCATIONS AND ELEVATIONS AT CRITICAL AREAS. THE LOCATION OF ALL CONTROL POINTS ANDBENCHMARKS SHALL BE COORDINATED WITH THE ENGINEER.14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL GRADE STAKES AND MONUMENTATION. GRADE STAKES SHALL REMAIN IN PLACEUNTIL A FINAL INSPECTION OF THE SITE HAS BEEN COMPLETED BY THE ENGINEER. ANY RE-STAKING OF PREVIOUSLY SURVEYED SITE FEATURESSHALL BE THE RESPONSIBILITY (INCLUDING COST) OF THE CONTRACTOR.15. UNLESS OTHERWISE SPECIFIED ON THE PLANS AND DETAILS/SPECIFICATIONS, ALL SITE CONSTRUCTION MATERIALS AND METHODOLOGIES ARE TOCONFORM TO THE MOST RECENT VERSION OF THE MASSACHUSETTS DEPARTMENT OF TRANSPORTATION CONSTRUCTION SPECIFICATIONSCURRENT AT THE TIME THE WORK IS PERFORMED.16. CONSTRUCTION AND/OR DEMOLITION SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LAWS AND REGULATIONS REGARDING NOISE,VIBRATION, DUST, SEDIMENTATION CONTAINMENT, HAZARDOUS WASTES AND TRENCH WORK.17. SOLID WASTES AND/OR CONSTRUCTION OR DEMOLITION DEBRIS SHALL BE COLLECTED AND STORED IN A SECURED DUMPSTER. THE DUMPSTERSHALL MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT REGULATIONS.18. THE CONTRACTOR SHALL RESTORE ALL SITE SURFACES EQUAL TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION IS COMPLETE. AREAS NOTDISTURBED BY CONSTRUCTION SHALL BE LEFT NATURAL. THE CONTRACTOR SHALL TAKE CARE TO PREVENT DAMAGE TO SHRUBS, TREES, OTHERLANDSCAPING AND/OR NATURAL FEATURES. IF THE PLANS FAIL TO IDENTIFY ALL LANDSCAPE FEATURES, EXISTING CONDITIONS MUST BE VERIFIEDBY THE CONTRACTOR PRIOR TO COMMENCEMENT OF ANY WORK.19. UNPAVED AREAS DISTURBED BY THE WORK SHALL HAVE A MINIMUM OF 4-INCHES OF LOAM AND HYDROSEED INSTALLED AS SHOWN ON THE PLANAND/OR DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING ANY LOAM AND SEEDED AREAS UNTIL GROWTHIS ESTABLISHED AND APPROVED BY THE ENGINEER AND/OR OWNER.20. ALL PROPOSED STRUCTURES AND COMPONENTS SHALL BE DESIGNED BY THEIR MANUFACTURERS TO WITHSTAND AASHTO H-20 LOADING.PRECAST CONCRETE SHALL HAVE A MINIMUM 28-DAY STRENGTH OF 4,000 PSI UNLESS OTHERWISE SPECIFIED BY THE ENGINEER.21. THE CONTRACTOR SHALL PROVIDE A UNIT PRICE COST IN CUBIC YARD MEASURE FOR LEDGE AND/OR BOULDER REMOVAL. LEDGE AND/ORBOULDERS LESS THAN 1 CUBIC YARD IN SIZE BASED ON THE AVERAGE DIMENSIONS WILL NOT BE CONSIDERED PAYABLE ROCK. UNIT PRICE SHALL BEGIVEN FOR BOTH ON AND OFF SITE DISPOSAL. COST OF REPLACEMENT MATERIAL SHALL BE INCLUDED IF ADDITIONAL FILL MATERIAL IS REQUIRED.22. DEVIATION OR ALTERATION OF THE PROPOSED WORK IS TO BE VERIFIED BY THE ENGINEER AND OWNER PRIOR TO CONDUCTING THE WORK.23. AT THE END OF CONSTRUCTION, THE CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS AND SURPLUS MATERIALS FROM THE SITE. ATHOROUGH INSPECTION OF THE WORK SITE AND PERIMETER IS TO BE MADE AND ALL DISCARDED MATERIALS AND WIND BLOWN OR WATERCARRIED DEBRIS, SHALL BE COLLECTED, AND REMOVED FROM THE SITE.24. CONTRACTOR IS RESPONSIBLE FOR ALL MAINTENANCE AND PLOWING DURING CONSTRUCTION. (INCLUDES ALL TRAVEL WAYS ON SITE).GENERAL GRADING AND DRAINAGE NOTES1. ALL CUT AND FILL SLOPES SHALL BE 3H:1V OR FLATTER UNLESS OTHERWISE NOTED.2. CONTRACTOR SHALL ADJUST AND/OR NEATLY SAWCUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTHTRANSITION AND CONTINUOUS GRADE.3. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS UNLESSOTHERWISE DIRECTED BY ENGINEER.4. PROPOSED ELEVATIONS ARE SHOWN TO FINISHED PAVEMENT OR GRADE UNLESS OTHERWISE SPECIFIED.BASIC SITE CONSTRUCTION SEQUENCE1. SURVEY AND DELINEATE THE PROPOSED LIMIT OF DISTURBANCE AND LIMIT OF SEDIMENTATION BARRIERS.2. STAKE OUT THE LOCATIONS FOR SEDIMENTATION BARRIERS (STRAW BALES, SILT FENCE, ETC.) AND INSTALL ACCORDING TOTHE PLANS. IN NO CASE IS THE LIMIT OF WORK TO EXTEND BEYOND THE SEDIMENTATION BARRIERS/LIMIT OFDISTURBANCE AS SHOWN ON THE PROJECT APPROVED PLANS.3. INSTALL TEMPORARY CONSTRUCTION ENTRANCES ONLY IN LOCATIONS INDICATED ON PLANS. NO OTHER ENTRANCESSHALL BE USED TO GAIN ACCESS TO THE SITE BY ANY CONSTRUCTION OR DELIVERY VEHICLES. INSTALL ANY OTHERREQUIRED OR NECESSARY EROSION AND SEDIMENT CONTROLS.4. BEGIN NECESSARY CLEARING AND DEMOLITION WORK.5. SURVEY AND STAKE OUT ROADWAY/ACCESS DRIVE CENTERLINES, PARKING AREAS, STRUCTURES, AND OTHER ITEMS ASREQUIRED.6. EXCAVATE AND ROUGH GRADE ANY TEMPORARY BASINS NECESSARY TO CONTROL SITE RUNOFF AND SEDIMENTS.PERMANENT DRAINAGE BASINS SHALL BE TEMPORARILY SEEDED. PERMANENT DRAINAGE BASIN SEEDING AND PLANTINGSHALL BE COMPLETED AFTER THE CONTRIBUTING AREA TO THE BASIN HAS REACHED A MINIMUM OF 80% STABILIZATIONAND IS NO LONGER REQUIRED TO BE USED AS A CONSTRUCTION SEDIMENTATION BASIN.7. BEGIN CLEARING AND GRUBBING IN AREAS REQUIRED. TOPSOIL IS TO BE STRIPPED AND STOCKPILED IN APPROVEDLOCATIONS. TOPSOIL STOCKPILES ARE TO BE PROTECTED BY A SEDIMENT BARRIER.8. INSTALL TEMPORARY CONVEYANCE DEVICES (SWALES, CHECK DAMS, PIPES, ETC.) AS NECESSARY TO CONVEY RUNOFF TOTREATMENT AREAS.9. BEGIN ROUGH GRADING. BRING ROUGH GRADING TO PROPER ELEVATIONS AS SOON AS PRACTICABLE. WORK SHALLPROGRESS DILIGENTLY TO MINIMIZE TIME SOILS ARE UN-STABILIZED.10. BEGIN BUILDING AND UTILITY CONSTRUCTION. CONTRACTOR SHALL BE FREE TO INSTALL UTILITIES IN ANY ORDER HE/SHECHOOSES. ANY EROSION CONTROL DEVICE DISTURBED DURING THE UNDERGROUND UTILITY CONSTRUCTION SHALL BEIMMEDIATELY REPAIRED OR REPLACED IN KIND AND STABILIZED. MODIFY TEMPORARY CONVEYANCE DEVICES ASNECESSARY TO CONVEY RUNOFF TO TREATMENT AREAS.11. INSTALL DRAINAGE STRUCTURES. THE DRAINAGE STRUCTURES ARE TO BE PROTECTED FROM SEDIMENTATION WITHEROSION CONTROL MEASURES UNTIL ALL UN-STABILIZED AREAS ARE STABILIZED WITH STONE SUB-BASE OR VEGETATION.INSTALL SEDIMENT BARRIERS AT ALL POINTS OF ENTRY INTO THE DRAINAGE NETWORK. PARTICULAR CARE SHALL BE TAKENTO PROTECT ANY UNDERGROUND DRAINAGE STRUCTURES FROM SEDIMENT.12. PERMANENTLY SEED ALL DISTURBED AREAS OUTSIDE OF THE AREAS COVERED BY IMPERVIOUS (BUILDINGS, PAVING, ETC.).13. ONCE ALL UNDERGROUND UTILITIES HAVE BEEN CONSTRUCTED, PLACE COMPACTED SUBGRADE SPECIFIED AND ROUGHGRADE THE AREAS ABOVE THE UTILITIES IN ACCORDANCE WITH THE SITE PLANS AND IN ACCORDANCE WITH APPLICABLESTATE AND LOCAL REGULATIONS AS SOON AS POSSIBLE.14. BEGIN PAVING AND HARDSCAPE CONSTRUCTION PER SITE PLANS AND IN ACCORDANCE WITH APPLICABLE STATE ANDLOCAL REGULATIONS. THESE AREAS ARE NOT TO BE PAVED UNTIL THE ENTIRE PERMANENT DRAINAGE SYSTEM HAS BEENINSTALLED AND ALL PIPE CONNECTIONS COMPLETE.15. FINISH PERMANENT STABILIZATION. SWEEP PAVED AND HARDSCAPE AREAS TO REMOVE ALL SEDIMENTS. THECONTRACTOR SHALL CLEAN AND FLUSH THE DRAINAGE STRUCTURES AND PIPES AT THE END OF CONSTRUCTION.CONTRACTOR SHALL INSPECT THE DRAINAGE NETWORK AND REPAIR ANY DAMAGE IMMEDIATELY.16. COMPLETE ALL REMAINING PLANTING AND SEEDING.17. REMOVAL OF ALL TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL MEASURES FOLLOWING VEGETATIVEESTABLISHMENT OF ALL DISTURBED AREAS SHALL BE APPROVED BY THE ENGINEER AND WHEN THE CONTRIBUTING AREAHAS REACHED A MINIMUM OF 80% STABILIZATION.18. NOTE THAT ANY PERVIOUS PAVING, PERVIOUS HARDSCAPE, VEGETATIVE STORMWATER PRACTICES, OR WETLANDREPLICATION/RESTORATION AREAS REQUIRE ADDITIONAL PROTECTIVE MEASURES. REFER TO THE PROJECT DOCUMENTSFOR PRACTICES SPECIFIC TO THESE AREAS.PROPOSEDLINETYPE OR SYMBOL DESCRIPTONEABBREVIATIONSDD90ACR ACCESSIBLE CURB RAMPBIT. BITUMINOUSBFE BASE FLOOD ELEVATIONCB CATCH BASINCLDI CEMENT LINED DUCTILE IRONCPP CORRUGATED PLASTIC PIPE (HIGH DENSITY POLYETHYLENE)DB DISTRIBUTION BOXDI DUCTILE IRONDMH DRAINAGE MANHOLEEL ELEVATIONEOP EDGE OF PAVEMENTEX EXISTINGFDC FIRE DEPARTMENT CONNECTIONFES FLARED END SECTIONFFE FINISH FLOOR ELEVATIONGV GAS VALVEHYD HYDRANTHVAC HEATING VENTING AIR CONDITIONINGINV INVERTLP LIGHT POLELSC LANDSCAPINGSBB SLOPED BITUMINOUS BERMSMH SEWER MANHOLESP POST INDICATOR VALVETP TEST PITUP UTILITY POLEWSO WATER SHUT-OFFWV WATER VALVESITE SPECIFIC NOTES1. HORIZONTAL DATUM IS NAD83 MASS STATE PLANE. VERTICAL DATUM IS NAVD 88.2. TOPOGRAPHICAL FEATURES ARE THE RESULT OF AERIAL PHOTOGRAMMETRY, ON THE GROUND ROBOTIC TOTAL STATIONSURVEY AND SURVEY-GRADE GPS. THE PLAN(S) HAVE BEEN FURTHER SUPPLEMENTED WITH GIS DATA.3. WETLANDS WERE DELINEATED DURING OCTOBER 2022 BY J.F. MCGRATH & ASSOCIATES.4. THE PARCEL IS NOT MAPPED AS CONTAINING RARE SPECIES HABITAT OR CERTIFIED VERNAL POOLS.5. THE PARCEL IS MAPPED AS ZONE X (AREA OF 0.2% ANNUAL CHANCE FLOODING) ON COMMUNITY PANEL 25001C0569J,EFFECTIVE 7/16/2014.6. THE EXISTING GREASE TRAP SHALL BE MAINTAINED FOR POTENTIAL FUTURE USE. THE OWNER SHALL HAVE IT INSPECTEDANNUALLY FOR CONDITION AND TO VERIFY THAT NO WATER IS ENTERING IT.7. TEMPORARY AND PUBLIC UTILITY EASEMENTS ARE SHOWN FROM "PRELIMINARY RIGHT OF WAY PLANS, PROJECT FILE NO.608264", SHEETS 45 AND 46, DATED REVISED TO 08/15/2022, PROVIDED BY MASSDOT.8. LOCBOXES AND RELATED TO BE PROVIDED IN ACCORDANCE WITH YARMOUTH FIRE DEPARTMENT REQUIREMENTS.NOTES & LEGENDG-2NOTE THAT NOT ALL OF THESE LEGENDITEMS MAY BE FOUND IN THE DRAWINGS.(EXISTING ITEMS WILL TYPICALLY BE GRAYON PROPOSED SHEETS)DTREE LINEUNDERGROUND ELECTRICCONTOURSPOT GRADE/TOP-BOTTOM GRADEEDGE OF PAVEMENTDRAINGUARDRAILLAYOUT LINEZONING SETBACK LINEOVERHEAD ELECTRICWATERSEWERROOF DRAINLOT LINE (LOCUS)LOT LINE (ABUTTER)FENCE (CHAIN LINK )FENCE (STOCKADE )FENCE (OTHER)LANDSCAPING (SHRUBS)LANDSCAPING (DECIDUOUS TREES)LANDSCAPING (EVERGREEN TREES)LANDSCAPING (PERENNIALS)HVAC EQUIPMENTTHESE STANDARD ABBREVIATIONS MAYBE FOUND IN THE DRAWINGS.WWW.GSEENV.COMTEL: (508) 888-6034114 STATE ROAD, BUILDING BSAGAMORE BEACH, MA 02562GREEN SEAL ENVIRONMENTAL,LLCFAX: (508) 888-1506PERMITSNO. DATE COMMENTTHESE DRAWINGS ARE THE PROPERTY OF THE DESIGNENGINEER, GREEN SEAL ENVIRONMENTAL, LLC.UNAUTHORIZED REPRODUCTION FOR ANY PURPOSE IS ANINFRINGEMENT UPON COPYRIGHT LAWS. VIOLATORS WILLBE SUBJECT TO PROSECUTION.DIMENSIONS ARE AS INDICATED.USE OF THIS PLAN CONSTITUTES ACCEPTANCE OF TERMSAND CONDITIONS SET FORTH IN ACCOMPANYING PROJECTDOCUMENTATION.IT IS THE RESPONSIBILITY OF THE USER TO CONFIRMDISCREPANCIES WITH THE ENGINEER PRIOR TO USE.228 ROUTE 28YARMOUTH, MACONSERV GROUPDRAWING TITLE:CAD TECH:CHECKED BY:ENGINEER:DATE:SCALE:SHEET:REVISIONSJDO02/28/24JDOLOCUS MAPNOT TO SCALESDCSITE1 04/18/24Town of Yarmouth Staff commentsREFER TO SHEET G-2 - NOTES & LEGENDCONTOUR-MAJORCONTOUR-MINORBUILDINGSEWER LINEFENCEGGAS LINEOVERHEAD WIRESABUTTER'S LINELOCUS PARCELRIGHT-OF-WAY LINEDDRAIN LINETREE LINETRAFFIC MARKINGSWETLAND LINEMASS HIGHWAY BOUNDCATCH BASINDRAIN MANHOLEELECTRIC CABINET BOXMONITORING WELLSEWER MANHOLESIGNSPOT GRADEUTILITY POLEWATER VALVETREECB/DHELECTRIC METERGAS METERGAS SHUTOFFGUY POLEGUY ANCHORWETLAND FLAGSEWER PUMP ALARMVERTICAL GRANITE CURBTYPICALWF-DB1UPHVAC UNITPROPOSED BORINGFLARED END OUTLET PIPESEWER VENTXLEGENDEXISTINGLINETYPE OR SYMBOL DESCRIPTONAREA LIGHT (20' HIGH MAX.)AREA LIGHT (LOW LEVEL)SEWAGE DISPOSAL NOTESSITE IS LOCATED IN PHASE 1, CONTRACT 5 OF THE SEWER PROJECT, THIS CONTRACT IS PROJECTED TO BE COMPLETED IN 2026.EXISTING TITLE 5 COMPLIANT SEPTIC SYSTEM ON SITE TO BE REUSED.DESIGN DAILY FLOW FOR PROPOSED PROJECT:9,956 RETAIL @ 50 GPD/1,000 S.F. = 498 GPD16 BEDROOMS @ 110 GPD/BEDROOM = 1,760 GPDTOTAL PROPOSED DESIGN DAILY FLOW = 2,258 GPDAPPROVED DESIGN FLOW OF EXISITNG SYSTEM = 7,000 GPDSOIL EVALUATION(ESHGW=ESTIMATED SEASONAL HIGH GROUNDWATER)SNOW DISPOSAL1. SNOW SHALL BE PLOWED AGAINST CURBING TO A MAXIMUM HEIGHT OF 1 FOOT AND A MAXIMUM WIDTH OF 1.5 FEET.2. SNOW SHALL NOT BE PLOWED IN SUCH A MANNER THAT VISIBILITY IS BLOCKED AT THE DRIVEWAYS OR AROUND CORNERS.3. SNOWFALLS THAT EXCEED THE PLOWING STANDARD IN #1 SHALL BE STOCKPILED IN THE SNOW REMOVAL AREA SHOWN.AREA IS TO BE GRADED TO DIRECT MELTING SNOW INTO THE STORMWATER SYSTEM. ROUTE 2861'±61'±148'±91'±6'± 1 0 ' ±111'±84'±7'±12'±ZONING DISTRICT BOUNDARYRESIDENTIAL - 25BUSINESS 2/HOTEL MOTEL OVERLAY DISTRICT 10204060WWW.GSEENV.COMTEL: (508) 888-6034114 STATE ROAD, BUILDING BSAGAMORE BEACH, MA 02562GREEN SEAL ENVIRONMENTAL,LLCFAX: (508) 888-1506PERMITSNO. DATE COMMENTTHESE DRAWINGS ARE THE PROPERTY OF THE DESIGNENGINEER, GREEN SEAL ENVIRONMENTAL, LLC.UNAUTHORIZED REPRODUCTION FOR ANY PURPOSE IS ANINFRINGEMENT UPON COPYRIGHT LAWS. VIOLATORS WILLBE SUBJECT TO PROSECUTION.DIMENSIONS ARE AS INDICATED.USE OF THIS PLAN CONSTITUTES ACCEPTANCE OF TERMSAND CONDITIONS SET FORTH IN ACCOMPANYING PROJECTDOCUMENTATION.IT IS THE RESPONSIBILITY OF THE USER TO CONFIRMDISCREPANCIES WITH THE ENGINEER PRIOR TO USE.228 ROUTE 28YARMOUTH, MACONSERV GROUPDRAWING TITLE:CAD TECH:CHECKED BY:ENGINEER:DATE:SCALE:SHEET:REVISIONSJDO02/28/24JDOLOCUS MAPNOT TO SCALESDCSITE1 04/18/24Town of Yarmouth Staff commentsEXISTING CONDITIONSPLANC-1REFER TO SHEET G-2 - NOTES & LEGEND1"=20' ROUTE 2861'±61'±148'±91'±6'± 1 0 ' ±111'±84'±7'±12'±PROTECT EXISTINGSEPTIC SYSTEMCOMPONENTSSCEREMOVE/TRIM TREESAND SHRUBS TOPROPERTY LINERAZE REMAINSOF PREVIOUSBUILDING'SFOUNDATIONREMOVE EXISTINGASPHALT PAVEMENTREMOVE TREEAND CURBINGREMOVE DRYWELLFILL TO GRADEAND COMPACTPROPOSEDCONSTRUCTIONENTRANCE(TYP. SEE DETAIL)PROPOSEDINLETPROTECTION(SEE DETAIL)PROPOSEDINLETPROTECTION(SEE DETAIL)NO ACTIVITY ORDISTURBANCEWITHIN BUFFERZONEREMOVE UTILITYPOLES AND WIRESAFTER VERIFYINGNO SERVICEREMOVE UTILITYPOLES AND WIRESAFTER VERIFYINGNO SERVICECONCRETEWASHOUT LOCATION(SEE DETAIL)(LOCATION CAN VARY)SCEXXXXXXXXX X X X X X X X X X X XXXXXXXXXXXXXXXXXXX(REMOVE)(TO REMAIN)PROPOSEDTEMPORARY CONSTRUCTIONFENCE AND GATES (SEE DETAIL)PROPOSEDLIMIT OF WORKAND EROSIONCONTROLBARRIER (SEE DETAIL)0204060WWW.GSEENV.COMTEL: (508) 888-6034114 STATE ROAD, BUILDING BSAGAMORE BEACH, MA 02562GREEN SEAL ENVIRONMENTAL,LLCFAX: (508) 888-1506PERMITSNO. DATE COMMENTTHESE DRAWINGS ARE THE PROPERTY OF THE DESIGNENGINEER, GREEN SEAL ENVIRONMENTAL, LLC.UNAUTHORIZED REPRODUCTION FOR ANY PURPOSE IS ANINFRINGEMENT UPON COPYRIGHT LAWS. VIOLATORS WILLBE SUBJECT TO PROSECUTION.DIMENSIONS ARE AS INDICATED.USE OF THIS PLAN CONSTITUTES ACCEPTANCE OF TERMSAND CONDITIONS SET FORTH IN ACCOMPANYING PROJECTDOCUMENTATION.IT IS THE RESPONSIBILITY OF THE USER TO CONFIRMDISCREPANCIES WITH THE ENGINEER PRIOR TO USE.228 ROUTE 28YARMOUTH, MACONSERV GROUPDRAWING TITLE:CAD TECH:CHECKED BY:ENGINEER:DATE:SCALE:SHEET:REVISIONSJDO02/28/24JDOLOCUS MAPNOT TO SCALESDCSITE1 04/18/24Town of Yarmouth Staff commentsDEMOLITION &EROSION CONTROLC-2REFER TO SHEET G-2 - NOTES & LEGEND1"=20'REFER TO SHEET D-4 FOR EROSION DETAILS 61'±61'±148'±91'±6'± 1 0 ' ±111'±84'±7'±12'± BUILDING SETBACKPARKING SETBACK BUILDING AND PARKING SETBACK10'x20' PARKINGSPACES (TYP).12'x12' DUMPSTER ENCLOSURE(SEE DETAIL)ACCESSIBLEPARKINGSPACES(SEE DETAIL)HP-V PROPOSED MIXED-USE BUILDING(REFER TO ARCHITECTURAL PLANS)LOADINGLOADINGPROPOSEDSIGN (DESIGNBY OTHERS)SETBACK=6' MIN.AREA LIGHT(SEE DETAIL)AREA LIGHT(TYP.)ZONING DISTRICT BOUNDARYRESIDENTIAL - 25BUSINESS 2/HOTEL MOTEL OVERLAY DISTRICT 1EXISTINGTREELINEEXISTING ASPHALT SIDEWALKEXISTING ASPHALT SIDEWALKVGCVGCVGCVCC SBBRETAINING WALL - SEE DETAILRETAINING WALL - SEE DETAILWHEELSTOP(TYP-SEE DETAIL)SBBSBBSBBSBB SBBVCC VC CVCCSBB SBBVGC VGCVGC VGCPROPOSED WHEELCHAIRRAMP (SEE DETAIL)PROPOSED ASPHALTPAVEMENT (SEE DETAIL) PROPOSED ASPHALT PAVEMENT (SEE DETAIL)24'24'24'24'LSCLSCLSCCONC. WALKLSC LSCLSCLSCLSCLSC LSC LSCLSC LSCLSCCONC. WAK 32.0'57.1'179.4'57.2'PROP. STOPSIGN (SEEDETAIL)PROP. STOPSIGN (SEEDETAIL)REMOVEPAVEMENTANDLANDSCAPELSC LSCCONC. WALKPROPOSED SNOW STORAGE AREAVGCPROPOSED WHEELCHAIRRAMP (SEE DETAIL)PROPOSED WHEELCHAIRRAMP (SEE DETAIL)PROPOSED WHEELCHAIRRAMP (SEE DETAIL)ABANDON EXISTINGCURB CUT. FILL ANDINSTALL LEVELASPHALT SIDEWALK.0204060WWW.GSEENV.COMTEL: (508) 888-6034114 STATE ROAD, BUILDING BSAGAMORE BEACH, MA 02562GREEN SEAL ENVIRONMENTAL,LLCFAX: (508) 888-1506PERMITSNO. DATE COMMENTTHESE DRAWINGS ARE THE PROPERTY OF THE DESIGNENGINEER, GREEN SEAL ENVIRONMENTAL, LLC.UNAUTHORIZED REPRODUCTION FOR ANY PURPOSE IS ANINFRINGEMENT UPON COPYRIGHT LAWS. VIOLATORS WILLBE SUBJECT TO PROSECUTION.DIMENSIONS ARE AS INDICATED.USE OF THIS PLAN CONSTITUTES ACCEPTANCE OF TERMSAND CONDITIONS SET FORTH IN ACCOMPANYING PROJECTDOCUMENTATION.IT IS THE RESPONSIBILITY OF THE USER TO CONFIRMDISCREPANCIES WITH THE ENGINEER PRIOR TO USE.228 ROUTE 28YARMOUTH, MACONSERV GROUPDRAWING TITLE:CAD TECH:CHECKED BY:ENGINEER:DATE:SCALE:SHEET:REVISIONSJDO02/28/24JDOLOCUS MAPNOT TO SCALESDCSITE104/18/24Town of Yarmouth Staff commentsLAYOUT &MATERIALSC-3REFER TO SHEET G-2 - NOTES & LEGEND1"=20'ZONING REQUIREMENTSYARMOUTH BUSINESS 2 (B2)/HMOD 1 DISTRICTSLOT AREAFRONTAGELOT WIDTHFRONT SETBACKSIDE SETBACKWETLANDNO DISTURB20,000 S.F.125 FT.30 FT.REQUIREMENTMINIMUMSEXISTINGPROPOSED125 FT.NO CHANGENO CHANGENO CHANGE25 FT.50 FTREAR SETBACK20 FT.SITE COVERAGE70 % MAXBUILDINGCOVERAGE25% MAX.PARKINGRESIDENTIAL:1.5 PER UNITBUSINESS:1 PER 2 PERSONSTOTALPARKING10' TO PROP. LINE20' TO STREETLANDSCAPEBUFFERBUILDINGHEIGHT35 FT/3STORIESPARKING SPACESIZE: 10'x20'PARKING AISLES:10'-12' WIDE, 25' R81,908 S.F.256.29 FT.253.05 FT.N/AN/AN/AN/AN/A87'±NO CHANGE20 SPACES31 SPACES12' TO PROP. LINE32' TO STREET34 FT/2STORIES32.0 FT.57.1 FT.179.4 FT.44.4%12.8 %73 %13 UNITS22 PERSONSMAX.11 SPACESPROPOSED ASPHALTPAVEMENT (SEE DETAIL)PROP. BOLLARD(TYP. - SEE DETAIL)REFER TO SHEET D-1 AND D-2 FOR DETAILSVCCVCC~LSC~ROUTE 28 BUILDING SETBACKPARKING SETBACK BUILDING AND PARKING SETBACKEEEEEEEEEGAS GAS GAS GASs D DDDDDDDD D D DDDDDDDDDDDDDDDDDDDCOCOCOCOCOCOCOCOCOCOCOs s 0204060WWW.GSEENV.COMTEL: (508) 888-6034114 STATE ROAD, BUILDING BSAGAMORE BEACH, MA 02562GREEN SEAL ENVIRONMENTAL,LLCFAX: (508) 888-1506PERMITSNO. DATE COMMENTTHESE DRAWINGS ARE THE PROPERTY OF THE DESIGNENGINEER, GREEN SEAL ENVIRONMENTAL, LLC.UNAUTHORIZED REPRODUCTION FOR ANY PURPOSE IS ANINFRINGEMENT UPON COPYRIGHT LAWS. VIOLATORS WILLBE SUBJECT TO PROSECUTION.DIMENSIONS ARE AS INDICATED.USE OF THIS PLAN CONSTITUTES ACCEPTANCE OF TERMSAND CONDITIONS SET FORTH IN ACCOMPANYING PROJECTDOCUMENTATION.IT IS THE RESPONSIBILITY OF THE USER TO CONFIRMDISCREPANCIES WITH THE ENGINEER PRIOR TO USE.228 ROUTE 28YARMOUTH, MACONSERV GROUPDRAWING TITLE:CAD TECH:CHECKED BY:ENGINEER:DATE:SCALE:SHEET:REVISIONSJDO02/28/24JDOLOCUS MAPNOT TO SCALESDCSITE1 04/18/24Town of Yarmouth Staff commentsUTILITY PLANC-41"=20'REFER TO SHEET G-2 - NOTES & LEGENDREFER TO SHEET D-5 - UTILITY DETAILSPROPOSED REPLACEMENT WATER MAIN - 12" D. I. (BY OTHERS)EXISTING 8" WATER MAINFUTURE 18' PVC SEWER (BY OTHERS)PROPOSED SMH FOR FUTURECONNECTION TO MUNICIPAL SEWER (SEE DETAIL)RIM=13.60INV=10.60PROPOSED 3"PVC SCHED. 40 FORCEFOR FUTURECONNECTION TOMUNICIPAL SEWER;CAP WITHIN PUMPCHAMBERPROPOSED 6" CLDIFIRE PROTECTIONSERVICECONNECT TO EXIST. VALVERELOCATED/NEW POSTINDICATOR VALVEPROPOSED 1.0"COPPER WATERSERVICECONNECT TO EXIST.SHUTOFFPROPOSED GASSERVICE AND METERPER SUPPLIER REQUIREMENTSPROPOSED UNDERGROUNDELECTRIC AND TELECOMMUNCIATIONUTILITIES IN CONDUITREPLACE MISSING COVER, CAP INLET& OUTLET TO EXISTING GREASE TRAPADJUST RIMS TO PROPOSED GRADEAND WELD COVERS SHUT.PUMP OUT AND FILL WITH CLEAN WATER.PRESERVE FOR POTENTIAL FUTURE USE.PROP. CBDOUBLE-GRATEDRIM=13.30INV=11.60PROP. STORMCEPTOR 450iRIM=13.30 (DOUBLE GRATE)INV.(IN)=11.09INV.(OUT)=10.9965'-12" HDPEs=0.00372'-12" HDPEs=0.005PROP. DMHRIM=14.10INV.(IN)=11.41INV.(OUT)=11.3112'-12" HDPEs=0.003PROP. SUBSURFACEINFILTRATION SYSTEM600 ACF R-TANK UD(SEE DETAIL)EXISTING 1" WATERSERVICECAPPED AFTERSHUTOFFEXISTING 6" CLDI FIRE PROTECTIONCAPPED AFTER POST INDICATOR VALVESEE DETAILOF NEWBUILDINGSEWER6" PVCROOF DRAINs=0.005SEE UTILITYCROSSINGDETAILFUTURE SMH "6D" (BY OTHERS)FUTURE 18' PVC SEWER (BY OTHERS)FUTURE SEWER CONNECTION (BY OTHERS)NOTE: RELOCATED SEWER CONNECTION FROMLOCATION ON CONTRACT #5 PLANSROUTE 28PROPOSED TRANSFORMERAS REQUIRED PER UTILITYCOMPANY REQUIREMENTSA/C CONDENSERLOCATION (IF ATGRADE) ROUTE 2861'±61'±148'±91'±6'± 1 0 ' ±111'±84'±7'±12'± D DDDDDDDD D D DDDDDDDDDDDDDDDDDDDCOCOCOCOCOCOCOCOCOCOCO0204060WWW.GSEENV.COMTEL: (508) 888-6034114 STATE ROAD, BUILDING BSAGAMORE BEACH, MA 02562GREEN SEAL ENVIRONMENTAL,LLCFAX: (508) 888-1506PERMITSNO. DATE COMMENTTHESE DRAWINGS ARE THE PROPERTY OF THE DESIGNENGINEER, GREEN SEAL ENVIRONMENTAL, LLC.UNAUTHORIZED REPRODUCTION FOR ANY PURPOSE IS ANINFRINGEMENT UPON COPYRIGHT LAWS. VIOLATORS WILLBE SUBJECT TO PROSECUTION.DIMENSIONS ARE AS INDICATED.USE OF THIS PLAN CONSTITUTES ACCEPTANCE OF TERMSAND CONDITIONS SET FORTH IN ACCOMPANYING PROJECTDOCUMENTATION.IT IS THE RESPONSIBILITY OF THE USER TO CONFIRMDISCREPANCIES WITH THE ENGINEER PRIOR TO USE.228 ROUTE 28YARMOUTH, MACONSERV GROUPDRAWING TITLE:CAD TECH:CHECKED BY:ENGINEER:DATE:SCALE:SHEET:REVISIONSJDO02/28/24JDOLOCUS MAPNOT TO SCALESDCSITE1 04/18/24Town of Yarmouth Staff commentsGRADING & DRAINAGEPLANC-5REFER TO SHEET G-2 - NOTES & LEGEND1"=20'REFER TO SHEETS D-6 & D-7 FOR STORMWATER DETAILS ROUTE 2861'±61'±148'±91'±6'± 1 0 ' ±111'±84'±7'±12'±JV (3)PS (3)BN (2)JV (2)AR (2)NS(1)AR (2)JV (2)BN (2)BN (1)NS (1)HQ (8)MPMPRA (3)RA (3)RA (6)SN (5)SN (5)FG (5)FG (5)BN (1)IG (2)FG (1)KA (1)IG (5)FG (1)KA (1)FG (1)KA (1)FG (1)KA (1)FG (1)KA (1)FG (1)KA (1)IG (2)FG (1)FG (1)KA (1)KA (1)IG (2)FG (1)KA (1)FG (1)KA (1)IG (2)FG (1)KA (1)FG (1)KA (1)L&SL&SL&SL&SL&SL&SL&SMAINTAIN EXISTING TREELINEGI (2)EXISTINGOAKS(APPROX.)REMOVE INVASIVES& PRESERVE HEALTHYSHRUBSGI (2)GI (2)RAIN GARDEN (SEE DETAIL)KEEP LOAM & SEEDMIN. 5 FT. FROM BUFFER ZONEBN (2)JV (3)0204060WWW.GSEENV.COMTEL: (508) 888-6034114 STATE ROAD, BUILDING BSAGAMORE BEACH, MA 02562GREEN SEAL ENVIRONMENTAL,LLCFAX: (508) 888-1506PERMITSNO. DATE COMMENTTHESE DRAWINGS ARE THE PROPERTY OF THE DESIGNENGINEER, GREEN SEAL ENVIRONMENTAL, LLC.UNAUTHORIZED REPRODUCTION FOR ANY PURPOSE IS ANINFRINGEMENT UPON COPYRIGHT LAWS. VIOLATORS WILLBE SUBJECT TO PROSECUTION.DIMENSIONS ARE AS INDICATED.USE OF THIS PLAN CONSTITUTES ACCEPTANCE OF TERMSAND CONDITIONS SET FORTH IN ACCOMPANYING PROJECTDOCUMENTATION.IT IS THE RESPONSIBILITY OF THE USER TO CONFIRMDISCREPANCIES WITH THE ENGINEER PRIOR TO USE.228 ROUTE 28YARMOUTH, MACONSERV GROUPDRAWING TITLE:CAD TECH:CHECKED BY:ENGINEER:DATE:SCALE:SHEET:REVISIONSJDO02/28/24JDOLOCUS MAPNOT TO SCALESDCSITE104/18/24Town of Yarmouth Staff commentsLANDSCAPINGC-6REFER TO SHEET G-2 - NOTES & LEGEND1"=20'REFER TO SHEET D-3 - LANDSCAPE DETAILS ROUTE 2861'±61'±148'±91'±6'± 1 0 ' ±111'±84'±7'±12'±0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.20.20.20.20.20.10.10.00.00.00.00.00.00.00.00.10.10.20.20.30.20.20.10.10.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0 0.00.0 0.00.00.0 0.00.0 0.00.00.0 0.00.0 0.0 0.00.0 0.00.0 0.00.0 0.00.00.0 0.00.0 0.00.00.0 0.00.0 0.00.00.0 0.00.00.0 0.00.0 0.00.00.0 0.00.0 0.00.00.0 0.00.0 0.0 0.00.0 0.00.0 0.00.0 0.0 0.00.0 0.00.0 0.00.00.0 0.00.0 0.00.00.0 0.00.00.0 0.00.0 0.00.00.0 0.00.0 0.00.00.0 0.00.0 0.00.00.0 0.00.0 0.0 0.00.0 0.00.0 0.00.0 0.00.00.0 0.00.0 0.00.00.0 0.00.00.0 0.00.0 0.00.00.0 0.00.0 0.00.00.0 0.00.0 0.00.00.0 0.00.0 0.0 0.00.0 0.00.0 0.00.0 0.0 0.00.0 0.00.0 0.00.00.0 0.00.00.0 0.00.0 0.0 0.00.0 0.00.0 0.00.00.0 0.00.0 0.00.00.0 0.00.0 0.00.00.0 0.00.0 0.00.0 0.0 0.00.0 0.00.0 0.00.00.0 0.00.00.0 0.0 0.00.0 0.00.0 0.00.0 0.00.00.0 0.00.0 0.00.00.1 0.00.0 0.10.00.0 0.00.0 0.0 0.00.0 0.00.0 0.00.0 0.00.00.0 0.00.00.0 0.0 0.00.0 0.00.0 0.00.0 0.0 0.00.0 0.00.0 0.00.10.1 0.10.1 0.10.10.0 0.00.0 0.0 0.00.0 0.00.0 0.00.0 0.0 0.00.0 0.00.00.0 0.00.00.0 0.00.0 0.00.0 0.0 0.00.0 0.00.0 0.10.10.2 0.20.2 0.20.10.1 0.00.0 0.00.00.0 0.00.0 0.00.0 0.0 0.00.0 0.00.00.0 0.00.00.0 0.00.0 0.0 0.00.0 0.00.0 0.10.1 0.20.20.4 0.40.4 0.40.30.2 0.10.1 0.00.00.0 0.00.0 0.0 0.00.0 0.00.0 0.00.00.0 0.00.00.0 0.00.0 0.0 0.00.0 0.00.1 0.10.2 0.6 1.11.5 1.11.2 1.81.20.6 0.20.1 0.00.00.0 0.00.0 0.0 0.00.0 0.00.0 0.00.00.0 0.00.00.0 0.00.0 0.00.00.0 0.10.1 0.40.6 0.9 2.45.5 6.16.95.42.40.9 0.30.1 0.10.00.0 0.00.0 0.00.00.0 0.00.0 0.00.00.0 0.00.00.0 0.00.0 0.00.10.3 0.72.6 5.1 5.23.8 3.15.6 9.19.2 5.4 2.61.2 0.40.2 0.10.00.0 0.00.0 0.00.00.0 0.00.0 0.00.00.0 0.00.00.0 0.00.0 0.00.51.2 1.63.45.4 5.7 4.2 3.24.5 8.88.7 4.6 2.51.5 0.40.2 0.10.00.0 0.00.0 0.00.00.0 0.00.0 0.00.00.0 0.00.00.0 0.00.0 0.01.93.5 2.02.4 2.73.03.0 2.42.6 3.9 4.13.2 3.23.0 0.40.2 0.10.00.0 0.00.0 0.00.00.0 0.00.0 0.00.00.0 0.0 0.00.0 0.00.0 0.02.86.7 2.22.1 1.72.33.0 2.01.3 1.6 1.72.24.5 6.6 0.60.1 0.1 0.00.0 0.00.0 0.00.00.0 0.00.0 0.00.00.0 0.0 0.00.0 0.00.0 0.11.97.5 2.21.83.4 2.00.6 0.70.81.54.5 5.7 1.00.1 0.0 0.00.0 0.00.0 0.00.00.0 0.00.0 0.00.0 0.00.0 0.00.0 0.00.0 0.02.46.6 2.60.73.0 1.80.4 0.30.51.2 3.34.8 0.7 0.20.0 0.00.0 0.00.0 0.0 0.00.0 0.00.0 0.00.0 0.00.0 0.00.0 0.00.0 0.0 1.53.8 2.12.01.62.22.3 1.91.20.0 0.00.0 0.00.0 0.0 0.00.0 0.00.0 0.00.00.00.0 0.00.0 0.00.0 0.0 0.72.2 1.71.42.62.1 4.92.80.0 0.00.0 0.0 0.00.0 0.00.0 0.00.0 0.00.00.00.0 0.00.0 0.0 0.00.0 1.04.0 2.61.01.47.44.90.2 0.00.0 0.0 0.00.0 0.00.0 0.00.0 0.00.00.00.0 0.00.0 0.0 0.00.1 1.85.8 3.40.81.91.1 7.25.30.2 0.00.0 0.00.00.0 0.00.0 0.00.0 0.00.00.00.0 0.00.0 0.00.00.1 1.56.1 3.2 0.81.01.0 4.83.50.1 0.00.0 0.00.00.0 0.00.0 0.0 0.00.00.00.00.0 0.00.0 0.00.00.0 0.52.9 1.9 0.60.2 0.00.0 0.00.0 0.0 0.00.0 0.40.7 1.81.60.1 0.00.0 0.00.00.0 0.00.0 0.0 0.00.00.00.00.0 0.00.0 0.00.00.0 0.20.8 0.70.30.1 0.00.0 0.00.0 0.0 0.00.0 0.10.2 0.40.30.0 0.00.0 0.00.00.0 0.00.0 0.00.00.00.00.00.0 0.00.0 0.00.00.0 0.00.2 0.20.10.0 0.00.0 0.0 0.00.0 0.00.0 0.00.1 0.10.00.0 0.00.0 0.00.00.0 0.00.0 0.00.00.00.0 0.00.0 0.00.0 0.00.00.0 0.00.0 0.10.00.0 0.00.0 0.0 0.00.0 0.00.0 0.00.0 0.0 0.00.0 0.00.0 0.00.00.0 0.00.0 0.00.00.00.0 0.00.0 0.00.0 0.00.00.0 0.00.0 0.00.00.0 0.00.0 0.00.00.0 0.00.0 0.0 0.00.0 0.00.0 0.00.0 0.00.00.0 0.00.0 0.00.00.00.0 0.00.0 0.00.0 0.00.00.0 0.00.0 0.00.00.0 0.00.0 0.00.00.0 0.00.0 0.0 0.00.0 0.00.0 0.00.0 0.0 0.00.0 0.00.0 0.00.00.00.0 0.00.0 0.00.0 0.0 0.00.0 0.00.0 0.00.00.0 0.00.0 0.00.00.0 0.00.0 0.00.00.0 0.00.0 0.00.0 0.0 0.00.0 0.00.0 0.00.00.00.0 0.00.0 0.0 0.00.0 0.00.0 0.00.0 0.00.00.0 0.00.0 0.00.00.0 0.00.0 0.00.00.0 0.00.0 0.0 0.00.0 0.00.0 0.00.0 0.00.00.00204060REFER TO SHEET D-3 - LANDSCAPE DETAILSWWW.GSEENV.COMTEL: (508) 888-6034114 STATE ROAD, BUILDING BSAGAMORE BEACH, MA 02562GREEN SEAL ENVIRONMENTAL,LLCFAX: (508) 888-1506PERMITSNO. DATE COMMENTTHESE DRAWINGS ARE THE PROPERTY OF THE DESIGNENGINEER, GREEN SEAL ENVIRONMENTAL, LLC.UNAUTHORIZED REPRODUCTION FOR ANY PURPOSE IS ANINFRINGEMENT UPON COPYRIGHT LAWS. VIOLATORS WILLBE SUBJECT TO PROSECUTION.DIMENSIONS ARE AS INDICATED.USE OF THIS PLAN CONSTITUTES ACCEPTANCE OF TERMSAND CONDITIONS SET FORTH IN ACCOMPANYING PROJECTDOCUMENTATION.IT IS THE RESPONSIBILITY OF THE USER TO CONFIRMDISCREPANCIES WITH THE ENGINEER PRIOR TO USE.228 ROUTE 28YARMOUTH, MACONSERV GROUPDRAWING TITLE:CAD TECH:CHECKED BY:ENGINEER:DATE:SCALE:SHEET:REVISIONSJDO02/28/24JDOLOCUS MAPNOT TO SCALESDCSITE104/18/24Town of Yarmouth Staff comments LIGHTINGC-7REFER TO SHEET G-2 - NOTES & LEGEND1"=20' BUILDING SETBACKPARKING SETBACKBUILDING AND PARKING SETBACK0.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.20.20.20.20.20.10.10.00.00.00.00.00.00.00.00.10.10.20.20.30.20.20.10.10.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.1 0.10.2 0.2 0.2 0.2 0.10.1 0.0 0.0 0.00.00.00.0 0.0 0.0 0.00.0 0.1 0.1 0.2 0.20.4 0.4 0.4 0.4 0.30.2 0.1 0.1 0.0 0.00.00.0 0.0 0.0 0.00.10.1 0.2 0.6 1.11.51.1 1.2 1.8 1.2 0.60.2 0.1 0.0 0.00.00.0 0.0 0.0 0.1 0.10.4 0.6 0.9 2.45.5 6.1 6.9 5.4 2.40.90.3 0.1 0.1 0.00.00.0 0.1 0.3 0.7 2.65.1 5.2 3.8 3.1 5.69.1 9.2 5.4 2.6 1.20.4 0.2 0.1 0.00.00.00.5 1.2 1.6 3.45.4 5.7 4.2 3.24.5 8.8 8.7 4.6 2.5 1.50.4 0.2 0.1 0.00.0 0.01.9 3.5 2.0 2.4 2.73.0 3.0 2.4 2.63.94.1 3.2 3.2 3.00.40.2 0.1 0.00.0 0.02.8 6.7 2.2 2.1 1.72.3 3.0 2.0 1.3 1.61.7 2.2 4.5 6.6 0.60.1 0.1 0.00.0 0.1 1.97.5 2.2 1.83.4 2.0 0.6 0.70.8 1.5 4.5 5.7 1.00.1 0.0 0.00.0 0.02.46.6 2.6 0.73.0 1.8 0.4 0.30.51.2 3.3 4.8 0.7 0.20.0 0.00.0 0.0 1.53.8 2.1 2.01.62.2 2.3 1.91.20.0 0.00.0 0.0 0.72.2 1.7 1.42.6 2.1 4.9 2.80.0 0.00.0 0.0 1.04.02.6 1.01.4 7.4 4.90.2 0.00.0 0.1 1.8 5.83.4 0.81.9 1.1 7.2 5.30.20.00.0 0.1 1.5 6.13.2 0.81.0 1.0 4.8 3.5 0.10.00.0 0.0 0.5 2.91.90.6 0.2 0.0 0.00.0 0.0 0.0 0.0 0.00.4 0.7 1.8 1.6 0.10.00.0 0.0 0.2 0.80.70.3 0.1 0.0 0.00.00.0 0.0 0.0 0.00.10.2 0.4 0.3 0.0 0.00.0 0.0 0.0 0.2 0.20.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.00.1 0.1 0.0 0.00.00.00.0 0.0 0.0 0.10.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.00.00.0 0.0 0.0 0.00.00.0 0.0 0.0 0.00.00.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 BUILDING SETBACK PARKING SETBACK BUILDING AND PARKING SETBACK0.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.20.20.20.20.20.10.10.00.00.00.00.00.00.00.00.10.10.20.20.30.20.20.10.10.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0 0.0 0.00.0 0.0 0.0 0.0 0.00.0 0.0 0.1 0.10.20.2 0.2 0.2 0.10.10.0 0.0 0.00.0 0.0 0.00.0 0.0 0.0 0.0 0.00.1 0.1 0.2 0.2 0.40.4 0.4 0.4 0.3 0.20.1 0.1 0.00.0 0.0 0.0 0.00.0 0.0 0.0 0.10.1 0.2 0.6 1.1 1.51.1 1.2 1.8 1.2 0.60.2 0.1 0.00.0 0.0 0.00.00.0 0.0 0.1 0.10.40.6 0.9 2.45.56.16.9 5.4 2.4 0.90.3 0.1 0.10.0 0.0 0.0 0.00.1 0.3 0.7 2.6 5.15.2 3.8 3.1 5.69.19.2 5.4 2.6 1.20.40.2 0.10.0 0.0 0.0 0.00.5 1.2 1.6 3.45.4 5.7 4.2 3.24.58.88.7 4.6 2.5 1.5 0.40.2 0.10.0 0.0 0.0 0.0 1.93.5 2.0 2.4 2.73.0 3.0 2.4 2.6 3.94.1 3.2 3.2 3.0 0.40.2 0.10.0 0.0 0.0 0.02.86.7 2.2 2.1 1.72.33.0 2.0 1.3 1.6 1.72.2 4.5 6.6 0.60.1 0.10.0 0.0 0.0 0.1 1.97.5 2.2 1.83.4 2.0 0.6 0.70.81.5 4.5 5.7 1.00.10.00.0 0.0 0.0 0.0 2.46.6 2.6 0.73.0 1.8 0.4 0.3 0.51.2 3.3 4.8 0.7 0.20.00.00.0 0.0 0.0 1.5 3.82.1 2.01.62.2 2.3 1.9 1.20.00.00.0 0.0 0.0 0.72.21.7 1.42.6 2.1 4.9 2.80.00.00.0 0.0 0.0 1.0 4.02.6 1.01.4 7.4 4.90.20.00.0 0.0 0.1 1.8 5.83.4 0.81.9 1.1 7.2 5.3 0.20.00.00.0 0.1 1.5 6.1 3.20.81.0 1.0 4.8 3.5 0.10.00.00.0 0.0 0.5 2.91.90.6 0.2 0.0 0.00.00.0 0.0 0.0 0.0 0.40.7 1.8 1.6 0.10.0 0.00.0 0.0 0.2 0.8 0.70.3 0.1 0.0 0.0 0.00.0 0.0 0.0 0.00.10.2 0.4 0.3 0.00.0 0.00.0 0.0 0.0 0.2 0.20.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.00.1 0.1 0.0 0.00.0 0.00.00.0 0.0 0.0 0.10.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.00.0 0.00.00.0 0.0 0.0 0.00.00.0 0.0 0.0 0.00.00.0 0.0 0.0 0.0 0.00.0 0.0 0.00.0 0.0 0.00.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.00.00.0 0.0 0.0 BUILDING SETBACK PARKING SETBACK BUILDING AND PARKING SETBACK0.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.20.20.20.20.20.10.10.00.00.00.00.00.00.00.00.10.10.20.20.30.20.20.10.10.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.10.1 0.2 0.2 0.2 0.20.1 0.1 0.0 0.00.00.00.0 0.0 0.0 0.00.0 0.0 0.1 0.1 0.20.2 0.4 0.4 0.4 0.40.3 0.2 0.1 0.1 0.00.00.0 0.0 0.0 0.00.0 0.1 0.1 0.2 0.61.1 1.5 1.1 1.2 1.81.2 0.6 0.2 0.1 0.00.00.0 0.0 0.0 0.00.1 0.1 0.4 0.6 0.92.4 5.5 6.1 6.95.4 2.4 0.9 0.3 0.1 0.10.00.0 0.0 0.1 0.30.7 2.6 5.1 5.2 3.83.1 5.6 9.1 9.25.4 2.6 1.2 0.4 0.2 0.10.00.0 0.0 0.5 1.2 1.63.4 5.4 5.7 4.23.2 4.5 8.8 8.7 4.62.5 1.5 0.4 0.2 0.10.00.0 0.0 1.9 3.52.02.4 2.7 3.0 3.0 2.42.6 3.9 4.1 3.23.2 3.0 0.4 0.2 0.10.00.0 0.0 2.8 6.72.22.1 1.7 2.3 3.02.01.3 1.6 1.7 2.24.5 6.6 0.6 0.1 0.10.00.0 0.1 1.97.52.21.83.42.00.6 0.7 0.8 1.54.5 5.7 1.0 0.1 0.0 0.00.0 0.0 2.4 6.6 2.60.73.01.80.4 0.3 0.5 1.23.34.8 0.7 0.2 0.00.00.0 0.0 1.5 3.8 2.12.01.62.22.3 1.9 1.2 0.00.00.0 0.0 0.7 2.2 1.71.42.62.1 4.9 2.8 0.00.00.0 0.0 1.0 4.0 2.61.01.4 7.4 4.9 0.2 0.00.0 0.1 1.8 5.8 3.40.81.91.1 7.2 5.3 0.2 0.00.0 0.1 1.5 6.1 3.20.81.01.0 4.8 3.5 0.1 0.00.00.0 0.5 2.9 1.90.6 0.2 0.0 0.0 0.00.0 0.0 0.0 0.0 0.40.7 1.8 1.6 0.1 0.00.00.0 0.2 0.8 0.7 0.30.1 0.0 0.0 0.00.0 0.0 0.0 0.0 0.10.2 0.4 0.3 0.0 0.00.00.0 0.0 0.2 0.20.10.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.00.1 0.1 0.0 0.0 0.00.00.0 0.0 0.0 0.10.00.0 0.0 0.0 0.00.00.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.00.00.0 0.0 0.0 0.00.00.0 0.0 0.0 0.00.00.0 0.0 0.0 0.00.00.0 0.0 0.0 0.0WWW.GSEENV.COMTEL: (508) 888-6034114 STATE ROAD, BUILDING BSAGAMORE BEACH, MA 02562GREEN SEAL ENVIRONMENTAL,LLCFAX: (508) 888-1506PERMITSNO. DATE COMMENTTHESE DRAWINGS ARE THE PROPERTY OF THE DESIGNENGINEER, GREEN SEAL ENVIRONMENTAL, LLC.UNAUTHORIZED REPRODUCTION FOR ANY PURPOSE IS ANINFRINGEMENT UPON COPYRIGHT LAWS. VIOLATORS WILLBE SUBJECT TO PROSECUTION.DIMENSIONS ARE AS INDICATED.USE OF THIS PLAN CONSTITUTES ACCEPTANCE OF TERMSAND CONDITIONS SET FORTH IN ACCOMPANYING PROJECTDOCUMENTATION.IT IS THE RESPONSIBILITY OF THE USER TO CONFIRMDISCREPANCIES WITH THE ENGINEER PRIOR TO USE.228 ROUTE 28YARMOUTH, MACONSERV GROUPDRAWING TITLE:CAD TECH:CHECKED BY:ENGINEER:DATE:SCALE:SHEET:REVISIONSJDO04/16/24JDOLOCUS MAPNOT TO SCALESDCSITETURNING RADIUS PLANTR-11"=40'WB-50 TRACTOR TRAILERFIRE TOWERWB-62 TRACTOR TRAILER GENERAL SITEDETAILSD-1PERMITSNO. DATE COMMENTTHESE DRAWINGS ARE THE PROPERTY OF THE DESIGNENGINEER, GREEN SEAL ENVIRONMENTAL, LLC.UNAUTHORIZED REPRODUCTION FOR ANY PURPOSE IS ANINFRINGEMENT UPON COPYRIGHT LAWS. VIOLATORS WILLBE SUBJECT TO PROSECUTION.DIMENSIONS ARE AS INDICATED.USE OF THIS PLAN CONSTITUTES ACCEPTANCE OF TERMSAND CONDITIONS SET FORTH IN ACCOMPANYING PROJECTDOCUMENTATION.IT IS THE RESPONSIBILITY OF THE USER TO CONFIRMDISCREPANCIES WITH THE ENGINEER PRIOR TO USE.228 ROUTE 28YARMOUTH, MACONSERV GROUPPURPOSE:LOCUS:PREPARED FOR:DRAWING TITLE:CAD TECH:CHECKED BY:ENGINEER:DATE:SCALE:SHEET:REVISIONSMW02/28/2024SDCJDOGREEN SEAL ENVIRONMENTAL, LLC114 STATE ROAD, BUILDING BSAGAMORE BEACH, MA 02562TEL: (508) 888-6034FAX: (508) 888-1506WWW.GSEENV.COMNONELOCUS MAPNOT TO SCALESITE1 2/14/23 CDTR COMMENTS℄12"2"2"PAINTED TRAFFIC ARROWNOT TO SCALEBOLLARD DETAILNOT TO SCALESTOP SIGN DETAILNOT TO SCALEACCESSIBLE ROUTES AND CURB RAMP NOTESNOT TO SCALETYPICAL ACCESSIBLE PARKING STALL DETAILNOT TO SCALELIGHT POLE & LUMINAIRE DETAILNOT TO SCALEPAINTED "STOP" DETAILNOT TO SCALEWHITE PAINTED LETTERSPRECAST BUMPER (WHEEL STOP) DETAILNOT TO SCALE6'INSTALLATION PLAN9'8' MIN.8' VAN (RIGHTSIDE)5' CAR8' MIN3'18' TYP.2"9"14"2"3"5"1'-6" TO EDGEOF PARKINGSTALL 6'-0"2'2'2' 6'-0"3" (TYP.)18"6"4'-0"4'-0"1" 1"2'-6" MIN. 3'-0"HEIGHT 14' MIN. (TO CLEAR TRUCKS) SUPPLIER TO VERIFY THAT HEIGHT MEETSLOCAL REQUIREMENTS. 8'-0"7'-9"4" WIDE PAINTED YELLOWSTRIPE (WHERE SHOWN ONPLAN)12" WIDE PAINTED WHITE STRIPE 5'-0" FROM PAVEMENT5'-0" FROM PAVEMENT3'-0"1'-6"CONCRETE PAD DETAILNOT TO SCALE2" MIN CLEARANCE12"COMMON FILL1-1/2" WEARING COURSE3-1/2" BASE COURSE8"COMPACTEDPROCESSED GRAVELBASE COURSESAFETY GUARDRAIL TOBE CONSTRUCTED INACCORDANCE WITH780 CMR AND OSHAREGULATORY REQUIREMENTSCONCRETE RETAINING WALL DETAILNOT TO SCALE4' MIN. TO BACK EDGE OFSIDEWALK NOTES:1. SANDY-LOAM AND/OR LOAMY-SAND TOPSOIL MATERIAL SHALL BE EXCAVATEDFROM ALL PAVED AREAS PRIOR TO SUB-BASE INSTALLATION.2. SUBGRADE (EXISTING MATERIAL) SHALL CONSIST OF INERT MATERIAL THAT ISHARD, DURABLE STONE AND/OR COARSE SAND, FREE FROM LOAM AND CLAY TOA DEPTH NOT LESS THAN 4-FT BELOW THE FINISH PAVEMENT SURFACE.3. SUBGRADE FILL SHALL BE COMPACTED TO 95% COMPACTION.XXXXXXXXXXXXXROAD/PARKING AREA PAVEMENT DETAIL (TYP.)NOT TO SCALEXXXXXXXXXXXXXXCONCRETE WALKWAY DETAILS - WITHIN SITE (TYP.)NOT TO SCALEPAVEMENT TRANSITION BETWEEN NEW AND EXISTINGASPHALT PAVEMENTSNOT TO SCALECONCRETE RAMP/APRONNOT TO SCALEVERTICAL CONCRETE CURB (VCC)NOT TO SCALEEXPANSION JOINTCONTROL JOINT1/8"5"6" 1" 1/2"1/2"5"18"6" MIN.SET BACK6"6"6"18"6" 24"VARIESSEE PLAN6"BROOM FINISH8"6" 1'-6"6"1'-0"SMOOTH TROWEL FINISHNOTES:1. PROVIDE CONTROL JOINTS AS SHOWN AND AT 5'-0" O.C. MIN. PROVIDEEXPANSION JOINTS AT 20'-0" O.C. MIN. JOINTS TO BE TRANSVERSE TODIRECTION OF WALK EXCEPT AS SHOWN.PERMITSNO. DATE COMMENTTHESE DRAWINGS ARE THE PROPERTY OF THE DESIGNENGINEER, GREEN SEAL ENVIRONMENTAL, LLC.UNAUTHORIZED REPRODUCTION FOR ANY PURPOSE IS ANINFRINGEMENT UPON COPYRIGHT LAWS. VIOLATORS WILLBE SUBJECT TO PROSECUTION.DIMENSIONS ARE AS INDICATED.USE OF THIS PLAN CONSTITUTES ACCEPTANCE OF TERMSAND CONDITIONS SET FORTH IN ACCOMPANYING PROJECTDOCUMENTATION.IT IS THE RESPONSIBILITY OF THE USER TO CONFIRMDISCREPANCIES WITH THE ENGINEER PRIOR TO USE.228 ROUTE 28YARMOUTH, MACONSERV GROUPPURPOSE:LOCUS:PREPARED FOR:DRAWING TITLE:CAD TECH:CHECKED BY:ENGINEER:DATE:SCALE:SHEET:REVISIONSMW02/28/2024SDCJDOGREEN SEAL ENVIRONMENTAL, LLC114 STATE ROAD, BUILDING BSAGAMORE BEACH, MA 02562TEL: (508) 888-6034FAX: (508) 888-1506WWW.GSEENV.COMNONELOCUS MAPNOT TO SCALESITEGENERAL SITEDETAILSD-2CAPE COD BERM DETAILNOT TO SCALE*IF THE IN-SITU MATERIAL IS TO BE USED FOR THE SUBBASE IT SHALL MEET MASSDOT SPEC. M1.03.0 TYPE b OR M2.O1.71 2/14/23 CLIENT COMMENTS12' MAX.SIGN DETAILNOT TO SCALE SITE LANDSCAPINGDETAILSD-3PERMITSNO. DATE COMMENTTHESE DRAWINGS ARE THE PROPERTY OF THE DESIGNENGINEER, GREEN SEAL ENVIRONMENTAL, LLC.UNAUTHORIZED REPRODUCTION FOR ANY PURPOSE IS ANINFRINGEMENT UPON COPYRIGHT LAWS. VIOLATORS WILLBE SUBJECT TO PROSECUTION.DIMENSIONS ARE AS INDICATED.USE OF THIS PLAN CONSTITUTES ACCEPTANCE OF TERMSAND CONDITIONS SET FORTH IN ACCOMPANYING PROJECTDOCUMENTATION.IT IS THE RESPONSIBILITY OF THE USER TO CONFIRMDISCREPANCIES WITH THE ENGINEER PRIOR TO USE.228 ROUTE 28YARMOUTH, MACONSERV GROUPPURPOSE:LOCUS:PREPARED FOR:DRAWING TITLE:CAD TECH:CHECKED BY:ENGINEER:DATE:SCALE:SHEET:REVISIONSMW02/28/2024SDCJDOGREEN SEAL ENVIRONMENTAL, LLC114 STATE ROAD, BUILDING BSAGAMORE BEACH, MA 02562TEL: (508) 888-6034FAX: (508) 888-1506WWW.GSEENV.COMNONELOCUS MAPNOT TO SCALESITE6" MIN LOAM & SEED DETAILNOT TO SCALETYPICAL SHRUB PLANTINGNOT TO SCALETREE PLANTING/STAKING DETAILNOT TO SCALESPREADOVERALL HT.····TRASH ENCLOSURE DETAILNOT TO SCALESECTION A4'-0"12"CONCRETE SLAB12"10'6'12'12'LIMIT OFCONCRETE SLABCHAIN LINKVINYL SLATTEDFENCECONCRETE SLAB(SEE SECTION)CONCRETEFOOTINGEND ORCORNER POSTOR DEPTHBELOW FROSTLINE (TYP.)LOCKINGGATELATCH(2) 36" LONG 38"STEEL RODS.DRILL HOLESTO LOCK GATESIN OPEN ANDCLOSED POSITIONS.SLOPE CONCRETETO CENTER OFSLAB (TYP.)CONCRETE PAD SECTIONSLOPE CONCRETETO CENTER OFSLAB @ 14" PER FT.12" CONCRETE @ EDGE10" CONCRETE @ CTR4,000 PSI AIR ENTRAINEDCONCRETE,BROOMEDFINISHBITUMINOUSCONCRETEPAVEMENTSLOPE AWAYFROM PAD1" CHAMFER#4 @ 12" EACH WAYCONTINUOUSTYP. ALL REBAR3" MIN. COVER (TYP.)12" GRAVEL BASE(M1.01.04)COMPACTEDSUB-BASE14"8"8"NOTES:1) ENCLOSURE DIMENSIONS, COLORS SPECFIED PER OWNER.2) PROVIDE CONC. PAD WITH 1/2" DEEP CONTROL JOINTS AT MIN. 5' O.C.3) REMOVE AND DISPOSE OF ANY LIQUIDS ACCUMULATED ON PAD. EROSION CONTROLDETAILSD-4PERMITSNO. DATE COMMENTTHESE DRAWINGS ARE THE PROPERTY OF THE DESIGNENGINEER, GREEN SEAL ENVIRONMENTAL, LLC.UNAUTHORIZED REPRODUCTION FOR ANY PURPOSE IS ANINFRINGEMENT UPON COPYRIGHT LAWS. VIOLATORS WILLBE SUBJECT TO PROSECUTION.DIMENSIONS ARE AS INDICATED.USE OF THIS PLAN CONSTITUTES ACCEPTANCE OF TERMSAND CONDITIONS SET FORTH IN ACCOMPANYING PROJECTDOCUMENTATION.IT IS THE RESPONSIBILITY OF THE USER TO CONFIRMDISCREPANCIES WITH THE ENGINEER PRIOR TO USE.228 ROUTE 28YARMOUTH, MACONSERV GROUPPURPOSE:LOCUS:PREPARED FOR:DRAWING TITLE:CAD TECH:CHECKED BY:ENGINEER:DATE:SCALE:SHEET:REVISIONSMW02/28/2024SDCJDOGREEN SEAL ENVIRONMENTAL, LLC114 STATE ROAD, BUILDING BSAGAMORE BEACH, MA 02562TEL: (508) 888-6034FAX: (508) 888-1506WWW.GSEENV.COMNONELOCUS MAPNOT TO SCALESITE7'-6" (TYP)6'-0" 0'-6" TYP SECTION B-BPLANCONCRETEWASHOUT4"* 50' MINIMUM LENGTH10' MIN.10' MIN. 10' MIN.WIDTH 10' MIN.3'* 50' MINIMUM LENGTHMINIMUM 6" OF 2"-3"AGGREGATE OVER LENGTH AND WIDTH OF STRUCTURE 20' PAVED APRONPLAN VIEWPROFILESTABILIZED CONSTRUCTION ENTRANCENOT TO SCALELOAM AND SEEDNOT TO SCALECURB INLET PERSPECTIVE VIEWNOT TO SCALESECTIONPLANPLANSILTATION BARRIERNOT TO SCALEINLET PROTECTIONNOT TO SCALE12" MIN.CONCRETE WASHOUT STATIONNOT TO SCALETEMPORARY CONSTRUCTION FENCENOT TO SCALEEROSION CONTROL AT CATCH BASINNOT TO SCALECONCRETE WASHOUT SIGNDETAIL (OR EQUIVALENT)36"36"2"8"10' MINIMUMVARIES SITE UTILITYDETAILSD-5PERMITSNO. DATE COMMENTTHESE DRAWINGS ARE THE PROPERTY OF THE DESIGNENGINEER, GREEN SEAL ENVIRONMENTAL, LLC.UNAUTHORIZED REPRODUCTION FOR ANY PURPOSE IS ANINFRINGEMENT UPON COPYRIGHT LAWS. VIOLATORS WILLBE SUBJECT TO PROSECUTION.DIMENSIONS ARE AS INDICATED.USE OF THIS PLAN CONSTITUTES ACCEPTANCE OF TERMSAND CONDITIONS SET FORTH IN ACCOMPANYING PROJECTDOCUMENTATION.IT IS THE RESPONSIBILITY OF THE USER TO CONFIRMDISCREPANCIES WITH THE ENGINEER PRIOR TO USE.228 ROUTE 28YARMOUTH, MACONSERV GROUPPURPOSE:LOCUS:PREPARED FOR:DRAWING TITLE:CAD TECH:CHECKED BY:ENGINEER:DATE:SCALE:SHEET:REVISIONSMW02/28/2024SDCJDOGREEN SEAL ENVIRONMENTAL, LLC114 STATE ROAD, BUILDING BSAGAMORE BEACH, MA 02562TEL: (508) 888-6034FAX: (508) 888-1506WWW.GSEENV.COMNONELOCUS MAPNOT TO SCALESITEVARIES6" 4" MIN 18" MIN 5' MIN. COVER UTILITY #212" (MIN) (VERTICALLY)W12"12"6"6" 7"OPEN2'-6" MIN2'-0" MIN5' MINIMUM DEPTHOF COVER UTILITY TRENCH SECTIONNOT TO SCALE18"MAX5'12" (MIN.) OF 3/4"CRUSHED STONEUNLESS OTHERWISEINDICATED PLAN VIEWSECTION A-APRECAST SEWER MANHOLENOT TO SCALE2'-6"ØOPENING8" MIN.TYPICAL THRUST BLOCK DETAILNOT TO SCALEPLAN VIEWPLAN VIEWTYPICAL BENDPLAN VIEWTYPICAL TEEPLAN VIEWTYPICAL PLUGHH/2 MAX.5'-0"5'-0"MIN. COVERFIRE SERVICE CONNECTION DETAILNOT TO SCALEWATER SERVICE CONNECTION DETAILNOT TO SCALEPOST INDICATOR VALVE DETAILNOT TO SCALEELECTRICAL TRENCH DETAILNOT TO SCALEUTILITY CROSSING DETAILNOT TO SCALE9" ROAD SUB-BASE 6" MIN.6" MIN.6" (I.D.)6"6"18" ± MIN.sssDETAIL OF BUILDING SEWER CONNECTIONNOT TO SCALE (5'-0" [1524] MIN.)SOLIDS STORAGE SUMPINLET PIPEVARIES1'-3" [381] MIN.PLAN VIEWTOP SLAB NOT SHOWNSECTION A-A12" [305]ØREMOVABLEDROP TEEFLOWCONTRACTOR TO GROUTTO FINISHED GRADEGRADE RINGS/RISERS(NOT PROVIDED BY CONTECH)STORMCEPTORINSERTPERMANENTPOOL ELEVATIONREMOVABLEDROP TEEHANDLE1'-5" [432]1'-8" [508]WEIR AA4" [102]ØOUTLETRISERFLOW4" [102]Ø OILINSPECTION PIPE(CAP OPTIONAL)OUTLET PIPETOP SLAB ACCESS(SEE FRAME ANDCOVER DETAIL)48" [1219] I.D. MANHOLESTRUCTURE+/-90°MAX STORMWATERDETAILSD-6PERMITSNO. DATE COMMENTTHESE DRAWINGS ARE THE PROPERTY OF THE DESIGNENGINEER, GREEN SEAL ENVIRONMENTAL, LLC.UNAUTHORIZED REPRODUCTION FOR ANY PURPOSE IS ANINFRINGEMENT UPON COPYRIGHT LAWS. VIOLATORS WILLBE SUBJECT TO PROSECUTION.DIMENSIONS ARE AS INDICATED.USE OF THIS PLAN CONSTITUTES ACCEPTANCE OF TERMSAND CONDITIONS SET FORTH IN ACCOMPANYING PROJECTDOCUMENTATION.IT IS THE RESPONSIBILITY OF THE USER TO CONFIRMDISCREPANCIES WITH THE ENGINEER PRIOR TO USE.228 ROUTE 28YARMOUTH, MACONSERV GROUPPURPOSE:LOCUS:PREPARED FOR:DRAWING TITLE:CAD TECH:CHECKED BY:ENGINEER:DATE:SCALE:SHEET:REVISIONSMW02/28/2024SDCJDOGREEN SEAL ENVIRONMENTAL, LLC114 STATE ROAD, BUILDING BSAGAMORE BEACH, MA 02562TEL: (508) 888-6034FAX: (508) 888-1506WWW.GSEENV.COMNONELOCUS MAPNOT TO SCALESITEFLAT TOPPRECAST CONCRETE MANHOLE (DMH)NOT TO SCALESECTION A-APLAN2'- 6 " D I A .4" TYP.7" MAX.8" VARIES HEIGHT OF RISER SECTIONS VARY FROM 1' TO 4'OUTSIDE PIPE DIA. +2" 1" CHAMFER 2" CLEAR COVER12" DIA.PIPE2" CLE A R 48" +1" DIAMETEREXFILTRATING RAIN GARDEN SURROUNDING AREAEXFILTRATING RAIN GARDEN SECTION21' +/-·····2'6' +/-NOT TO SCALENOT TO SCALE3.75'STORMCEPTOR 450i WATER QUALITY INLETNOT TO SCALEDOUBLE HOOD PRECAST CATCH BASINNOT TO SCALE5 " M IN . OUTSIDE OF PIPE +2"CLEARANCE CONICAL SECTION RISER SECTIONBASE SECTION DEPTH AS REQUIRED 24" ± 1"DIAMETER8" MIN.5" MIN.4'-0" SUMP 8' DIAMETER STORMWATERDETAILSD-7PERMITSNO. DATE COMMENTTHESE DRAWINGS ARE THE PROPERTY OF THE DESIGNENGINEER, GREEN SEAL ENVIRONMENTAL, LLC.UNAUTHORIZED REPRODUCTION FOR ANY PURPOSE IS ANINFRINGEMENT UPON COPYRIGHT LAWS. VIOLATORS WILLBE SUBJECT TO PROSECUTION.DIMENSIONS ARE AS INDICATED.USE OF THIS PLAN CONSTITUTES ACCEPTANCE OF TERMSAND CONDITIONS SET FORTH IN ACCOMPANYING PROJECTDOCUMENTATION.IT IS THE RESPONSIBILITY OF THE USER TO CONFIRMDISCREPANCIES WITH THE ENGINEER PRIOR TO USE.228 ROUTE 28YARMOUTH, MACONSERV GROUPPURPOSE:LOCUS:PREPARED FOR:DRAWING TITLE:CAD TECH:CHECKED BY:ENGINEER:DATE:SCALE:SHEET:REVISIONSMW02/28/2024SDCJDOGREEN SEAL ENVIRONMENTAL, LLC114 STATE ROAD, BUILDING BSAGAMORE BEACH, MA 02562TEL: (508) 888-6034FAX: (508) 888-1506WWW.GSEENV.COMNONELOCUS MAPNOT TO SCALESITESYSTEM PROFILE2.26 (UD DOUBLE)SUB-BASE PER DETAILGRANULAR BACKFILLGEOTEXTILEPIPE BOOTPIPE BOOTSTAINLESS STEELHOSE CLAMP3'3'PIPE O.D.2'STAINLESS STEEL HOSECLAMPPIPE BOOTOUTLET PIPEOBSERVATION/ MAINTENANCE PORT CONNECTION SIDE VIEWPIPE BOOT DETAILFRONT VIEWOUTLET/ INLET PIPE CONNECTIONOBSERVATION/MAINTENANCE PORTWITH FOCALPOINTINSPECTION PORTCAPBOTTOM & SIDES:WOVEN POLYPROPYLENE MONOFILAMENT(ACF M200, US FABRICS 1540, OR EQUAL)TOP:8oz NON-WOVEN GEOTEXTILE(ACF N080, US FABRICS 205NW OR EQUAL)BI-AXIAL POLYPROPLYNEGEOGRID (ACF BX12, USFABRICS BASEGRID 12, OREQUAL, PLACED 6" ABOVETHE R-TANK SYSTEMEXTEND GEOGRID3-FEET BEYONDEXCAVATIONR-TANK®CHAMBERS3" LAYER OF34"CRUSHED STONE14" (12" MIN)CUT (6) 5" SLOTS INBOTTOM OF PIPE6" PVCGEOTEXTILE PIPEBOOT AND SSTCLAMPS,TYPINLET PIPE FIT FLUSH TOFACE OF CHAMBER. USE PIPEBOOT DO NOT CUT HOLE INCHAMBERSCOMPACTEDCRUSHED STONETO EXTEND 2 FEETMININUM ALLAROUND SYSTEM.SUBSURFACE INFILTRATION - R-TANK U MODEL TYPICAL SECTIONNOT TO SCALESUBSURFACE INFILTRATION - R-TANK U MODEL TYPICAL DETAILSNOT TO SCALEDEEP OBSERVATION HOLE NUMBER: 1DEPTH FROMSURFACE(INCHES)SOIL MATRIX:COLOR-MOIST(MUNSELL)SOILHORIZON/LAYERREDOXIMORPHIC FEATURES(MOTTLES)DEPTHCOLOR PERCENTSOILTEXTURE(USDA)COARSE FRAGMENTS% BY VOLUMEGRAVELCOBBLES &STONESSOILCONSISTENCE(MOIST)OTHER2"12"48"^CC1C2 10YR 6/610YR 6/8MED. SANDLOOSEFILL(ASPHALT)120" C3 10YR 7/4SANDSOILSTRUCTURESANDSAND<50MASSIVEMASSIVEMASSIVELOOSELOOSELOOSEDEEP OBSERVATION HOLE NUMBER: 2DEPTH FROMSURFACE(INCHES)SOIL MATRIX:COLOR-MOIST(MUNSELL)SOILHORIZON/LAYERREDOXIMORPHIC FEATURES(MOTTLES)DEPTHCOLOR PERCENTSOILTEXTURE(USDA)COARSE FRAGMENTS% BY VOLUMEGRAVELCOBBLES &STONESSOILCONSISTENCE(MOIST)OTHERSOILSTRUCTURE SOIL EVALUATION PERFORMED BY JOHN McGRATH SE 1557 ON FEBRUARY 28, 2024<50<50MED. SANDLOOSEMED. SANDLOOSE2"12"52"^CC1C2 10YR 6/610YR 6/8MED. SANDLOOSE120" C3 10YR 7/4SANDSANDSAND <5 0MASSIVEMASSIVEMASSIVELOOSELOOSELOOSE<5 0<5 0MED. SANDLOOSEMED. SANDLOOSEGROUNDWATER: 96" TO WEEPING; 108" TO STANDING; NO REDOX; ADJUSTED BY -1.2 FT PER WELL MIW 29 MEASURED 2/26 (BULLETIN 92-001): DEPTH 6.8 FT; ELEVATION 6.5 FT.6"^C1 10YR 6/8FILLBASE COURSESAND <10 0MASSIVE FIRMFILL(ASPHALT)DEEP OBSERVATION HOLE NUMBER: 3DEPTH FROMSURFACE(INCHES)SOIL MATRIX:COLOR-MOIST(MUNSELL)SOILHORIZON/LAYERREDOXIMORPHIC FEATURES(MOTTLES)DEPTHCOLOR PERCENTSOILTEXTURE(USDA)COARSE FRAGMENTS% BY VOLUMEGRAVELCOBBLES &STONESSOILCONSISTENCE(MOIST)OTHERSOILSTRUCTURE2"36"84"^CC1C2 10YR 8/410YR 6/8120"C3 10YR 7/4SANDSANDSAND<5 0MASSIVEMASSIVEMASSIVELOOSELOOSELOOSE<5 0<5 0VAREIGATEDCOARSE SANDLOOSE30"^C1 10YR 6/6FILLBASE COURSESAND<10 0MASSIVE FIRMFILL(ASPHALT)COARSE SANDLOOSEDEEP OBSERVATION HOLE NUMBER: 4DEPTH FROMSURFACE(INCHES)SOIL MATRIX:COLOR-MOIST(MUNSELL)SOILHORIZON/LAYERREDOXIMORPHIC FEATURES(MOTTLES)DEPTHCOLOR PERCENTSOILTEXTURE(USDA)COARSE FRAGMENTS% BY VOLUMEGRAVELCOBBLES &STONESSOILCONSISTENCE(MOIST)OTHER2"32"36"^CC1C2 10YR 6/810YR 6/8MED. SANDLOOSEFILL(ASPHALT)120"C3 10YR 7/4SANDSOILSTRUCTURESANDSAND<5 0MASSIVEMASSIVEMASSIVELOOSELOOSELOOSE<5 0<5 0MED. SANDLOOSEVAREIGATEDFINE-MED. SANDGROUNDWATER: 86" TO WEEPING; 98" TO STANDING; NO REDOX; ADJUSTED BY -1.2 FT PER WELL MIW 29 MEASURED 2/26 (BULLETIN 92-001): DEPTH 6.0 FT; ELEVATION 7.3 FT.GROUNDWATER: 84" TO WEEPING; 96" TO STANDING; NO REDOX; ADJUSTED BY -1.2 FT PER WELL MIW 29 MEASURED 2/26 (BULLETIN 92-001): DEPTH 5.8 FT; ELEVATION 7.4 FT.GROUNDWATER: 84" TO WEEPING; 96" TO STANDING; NO REDOX; ADJUSTED BY -1.2 FT PER WELL MIW 29 MEASURED 2/26 (BULLETIN 92-001): DEPTH 5.8 FT; ELEVATION 8.2 FT.2' MIN. TOESHGW4.5" FLEXIBLEPAVEMENTESHGW EL. = 7.3(TEST PIT 2)BOTTOM RTANKEL. =9.97TOP RTANKEL. = 12.23FINISH GRADE 13.4 TO 14.21 5/06/23 STORMWATER CALC CHANGE