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Home My WebLink About484 Station Ave COMPLETE DRC PACKET 051926From:Williams, Kathleen To:Dick Martin (dick@capecodera.com); Peter Malpass; Peter Slovak (pslovak@verizon.net); Sara J Porter (sjparch@comcast.net) Subject:Design Review Committee Meeting Packet - 5/19/26 Date:Friday, May 15, 2026 3:35:00 PM Attachments:051926 DRC Agenda and Materials RED.pdf Town Fair Tire Photo 1.jpg Hi Guys, Please find attached the DRC Meeting Agenda and Materials for the Tuesday May 19th meeting at 4:00 PM in Conference Room A (upper level of Town Hall). The full application is also available online at: https://www.yarmouth.ma.us/AgendaCenter/ViewFile/Agenda/_05192026-4886 The project includes the construction of an approximately 6,576 square foot addition for a Town Fair Tire retail store located at the southern end of the Stop & Shop building (next to Yarmouth Wine & Spirits). This area was always anticipated for another retail space. The project also includes modifications to the adjacent parking area, landscaping and utilities. Site Work: I think they did a nice job with the parking area with planted islands and pedestrian connection. Architecture: They tried to match the general architecture of the existing building. However, I did ask the design team a couple questions/additional information which I have not received yet and will forward upon receipt. These included: 1. EIFS Siding: Asked for additional information on the EIFS siding (Exterior Insulation and Finishing System). This is a material we do not normally see used as it resembles a stucco finish which is not typical Cape Cod style. I don’t know if this is a material the DRC may find acceptable on the southeast elevation, but there may be some concerns about it along the front façade which currently has brick (see attached photo). Requested more information to facilitate your discussions and asked them to consider other options for the front facade. 2. Colors: Asked for color samples and whether beige and white would be the only colors or whether there would be some red (likely in the sign). 3. Lighting: Asked for cut sheets for any building mounted lighting. There does not appear to be any new site lighting proposed. 4. Southeast Elevation: This is a long plain wall that may need something to help break it up. I suggested adding multiple windows on this side by the waiting room. Also inquired as to what the unlabeled rectangles along the top of the elevation represented and whether there was a difference between the upper and lower level of the elevation defined by the horizontal line. There were no labels on the elevations. Hard copies are here at the Com Dev window. We need Peter Malpass, Peter Slovak and Sara to attend to have quorum. Thanks and have a great weekend. Kathy ---------------------------------------- Kathy Williams, P.E. Yarmouth Town Planner 1146 Route 28 South Yarmouth, MA 02664-4492 (508) 398-2231 Ext 1276 kwilliams@yarmouth.ma.us Attention!: This email originates outside of the organization. Do not open attachments or click links unless you are sure this email is from a known sender and you know the content is safe. Call the sender to verify if unsure. Otherwise delete this email. From:Matthew Ashley To:Williams, Kathleen Cc:maa260007.00@nf.bohlereng.com; Owen Ryan; John Wypychoski Subject:RE: 484 & 474 Station Avenue - Design Review Application Package Date:Friday, May 15, 2026 4:10:15 PM Attachments:image001.png TFTYarmouthMA484StationAveA1color-260512.pdf Hi Kathy, Appreciate the follow up and information. Currently our team in planning to attend virtually. I also just received some additional materials from the project architect as it relates to your questions below. Please find attached and our responses below. 1. EIFS Siding: Provide additional information on the EIFS siding (catalogue cut sheets, etc). This is a material we do not normally see used as it resembles a stucco finish which is not typical Cape Cod style. It may be something the DRC may find acceptable on the southeast elevation, but may have concerns about it along the front façade which currently has brick (see attached photo). Worth providing more information for discussions with the DRC and consider other options for the front facade. The brick across the lower part of the front wall will match the existing, as close as possible. Please see the attached updated building elevation with color for additional details. 2. Colors: Can you provide color samples. Is beige and white the only colors or will there be some red? The colors are meant to match the existing. With some red for signage. Please see the attached updated building elevation with color for additional details. 3. Lighting: Provide cut sheets for any building mounted lighting. There does not appear to be any new site lighting proposed. An example of wall-mounted lighting is shown on the attached updated elevation. Ceiling-mounted lighting along the front will be similar to the existing lighting. 4. Southeast Elevation: This is a long plain wall that may need something to help break it up. Should include a multi-window system on this side for the waiting room. What do the unlabeled rectangles along the top of the elevation represent? Is there a difference between the upper and lower level of the elevation defined by the horizontal line? The side wall (Southeast) will have storefront with aluminum frames, pilasters, and the upper fascia will have clapboard siding panels. Please see the attached updated building elevation with color for additional details. Thanks and looking forward to connecting on Monday. Thanks, Matt Ashley, P.E. Sr. Project Manager, Land Development o 508-480-9900 / mashley@bohlereng.com Confidentiality Note: This e-mail, and any attachment to it, contains confidential information intended only for the use of the designated recipients, which information may also be privileged. If the reader of this e-mail is not the intended recipient, the document has been received in error and any use, review, dissemination, distribution, disclosure or copying of this message is strictly prohibited. If you have received this e-mail in error, please notify the sender via reply e-mail and immediately delete this e-mail from your system. From: Williams, Kathleen <kwilliams@yarmouth.ma.us> Sent: Friday, May 15, 2026 3:14 PM To: Matthew Ashley <mashley@bohlereng.com>; Owen Ryan <oryan@bohlereng.com>; John Wypychoski <jwypychoski@townfair.com> Cc: maa260007.00@nf.bohlereng.com Subject: RE: 484 & 474 Station Avenue - Design Review Application Package EXTERNAL: Use caution with attachments and links. Hello, Please find attached the Agenda for the 5/19/26 Design Review Committee meeting. Will anyone from the team be in-person? It would be helpful to get the information requested below ahead of the meeting, preferably Monday, so it can be distributed to the DRC members. Thanks, Kathy ---------------------------------------- Kathy Williams, P.E. Yarmouth Town Planner 1146 Route 28 South Yarmouth, MA 02664-4492 (508) 398-2231 Ext 1276 kwilliams@yarmouth.ma.us From: Matthew Ashley <mashley@bohlereng.com> Sent: Tuesday, May 12, 2026 9:47 AM To: Williams, Kathleen <kwilliams@yarmouth.ma.us>; Owen Ryan <oryan@bohlereng.com>; John Wypychoski <jwypychoski@townfair.com> Cc: maa260007.00@nf.bohlereng.com Attention!: This email originates outside of the organization. Do not open attachments or click links unless you are sure this email is from a known sender and you know the content is safe. Call the sender to verify if unsure. Otherwise delete this email. Subject: RE: 484 & 474 Station Avenue - Design Review Application Package Morning Kathleen, Thank you for sending over ahead of the meeting. We will circle up with the architect and get back to you. Thanks, Matt Ashley, P.E. Sr. Project Manager, Land Development o 508-480-9900 / mashley@bohlereng.com Confidentiality Note: This e-mail, and any attachment to it, contains confidential information intended only for the use of the designated recipients, which information may also be privileged. If the reader of this e-mail is not the intended recipient, the document has been received in error and any use, review, dissemination, distribution, disclosure or copying of this message is strictly prohibited. If you have received this e-mail in error, please notify the sender via reply e-mail and immediately delete this e-mail from your system. From: Williams, Kathleen <kwilliams@yarmouth.ma.us> Sent: Tuesday, May 12, 2026 9:40 AM To: Owen Ryan <oryan@bohlereng.com>; Matthew Ashley <mashley@bohlereng.com>; John Wypychoski <jwypychoski@townfair.com> Cc: maa260007.00@nf.bohlereng.com Subject: RE: 484 & 474 Station Avenue - Design Review Application Package EXTERNAL: Use caution with attachments and links. Hi Owen, I have reviewed the Design Review materials and have a couple questions/additional information requests. 1. EIFS Siding: Provide additional information on the EIFS siding (catalogue cut sheets, etc). This is a material we do not normally see used as it resembles a stucco finish which is not typical Cape Cod style. It may be something the DRC may find acceptable on the southeast elevation, but may have concerns about it along the front façade which currently has brick (see attached photo). Worth providing more information for discussions with the DRC and consider other options for the front facade. 2. Colors: Can you provide color samples. Is beige and white the only colors or will there be some red? Attention!: This email originates outside of the organization. Do not open attachments or click links unless you are sure this email is from a known sender and you know the content is safe. Call the sender to verify if unsure. Otherwise delete this email. 3. Lighting: Provide cut sheets for any building mounted lighting. There does not appear to be any new site lighting proposed. 4. Southeast Elevation: This is a long plain wall that may need something to help break it up. Should include a multi-window system on this side for the waiting room. What do the unlabeled rectangles along the top of the elevation represent? Is there a difference between the upper and lower level of the elevation defined by the horizontal line? Thank you for doing such a nice job with the parking spaces with planted islands and pedestrian connection. Thanks, Kathy---------------------------------------- Kathy Williams, P.E. Yarmouth Town Planner 1146 Route 28 South Yarmouth, MA 02664-4492 (508) 398-2231 Ext 1276 kwilliams@yarmouth.ma.us From: Owen Ryan <oryan@bohlereng.com> Sent: Monday, May 11, 2026 9:44 AM To: Williams, Kathleen <kwilliams@yarmouth.ma.us>; Matthew Ashley <mashley@bohlereng.com>; John Wypychoski <jwypychoski@townfair.com> Cc: maa260007.00@nf.bohlereng.com Subject: RE: 484 & 474 Station Avenue - Design Review Application Package Thank you, Kathy. Please let us know if you need anything in the meantime. Best, Owen From: Williams, Kathleen <kwilliams@yarmouth.ma.us> Sent: Monday, May 11, 2026 9:39 AM To: Matthew Ashley <mashley@bohlereng.com>; John Wypychoski <jwypychoski@townfair.com> Cc: Owen Ryan <oryan@bohlereng.com>; maa260007.00@nf.bohlereng.com Subject: RE: 484 & 474 Station Avenue - Design Review Application Package EXTERNAL: Use caution with attachments and links. Photos of Existing Building Proposed new Town Fair Tire Expansion along Southern End www.BohlerEngineering.com 50 Washington Street, Suite 2000 Westborough, MA 01581 508.480.9900 May 5, 2026 Town of Yarmouth Design Review Committee 1146 Route 28 South Yarmouth, MA 02664 Attn: Dick Martin, Design Review Committee Chair Re: 474 & 484 Station Avenue – Design Review Application Station Avenue, South Yarmouth, MA Mr. Martin, On behalf of the Applicant, Town Fair Tire, Bohler is pleased to provide submission materials to support a Design Review Application in support of a proposed retail storefront at 474 and 484 Station Avenue, South Yarmouth, MA; these lot(s) can otherwise be identified by the Town of Yarmouth Assessing Department as Map 97, Lot(s) 22 and 23-C1. As coordinated with your office, the following materials have been provided to the Town: • Six (6) copies of the Cover Letter & Narrative; • Six (6) copies of the completed Design Review Application; • One (1) copy of the full size (24x36) Site Development Plan, dated February 25, 2026; • Six (6) copies of the half size (11x17) Site Development Plan, dated February 25, 2026; • One (1) copy of the full size (24x36) Boundary, Topographic & Utility Survey, prepared by Control Point Associates, and dated February 6, 2026 • Six (6) copies of the half size (11x17) Boundary, Topographic & Utility Survey, prepared by Control Point Associates, and dated February 6, 2026 • One (1) copy of the full size (24x36) “Floor Plan & Elevations”, dated January 22, 2026, and revised through January 29, 2026. • Six (6) copies of the half size (11x17) “Floor Plan & Elevations”, dated January 22, 2026, and revised through January 29, 2026. The site is an existing shopping plaza containing seven (7) different operational retail store fronts. The parcel contains approximately 9.57± acres and is bound by existing commercial uses to the north, the Cape Cod Rail Trail to the south, a wooded area to the east, and Station Avenue to the west. The proposed development includes the construction of a new ±6,576 square foot Town Fair Tire retail storefront along with associated parking, landscaping, and utilities to support its customer base in the region. The site as designed, is proposed to capture and infiltrate the entire runoff from the roof using a subsurface stormwater management system. In addition, enlarged landscape islands have also been proposed to further reduce the impervious coverage on the site and to also enhance the overall aesthetics of the shopping plaza. Architecturally, the building has been designed to be consistent with the surrounding area and has considered and incorporated The Yarmouth Architectural and Site Design Standards to the maximum extent feasible. Proposed signage is limited to the wall mounted “Town Fair Tire” sign displayed on the Southwest face of the building which is critical to market the proposed use and draw customers to the facility. Please refer to The Site Development Plans and The Floor Plan and Elevations included in this application for more detail. CIVIL AND CONSULTING ENGINEERS • PROJECT MANAGERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • LANDSCAPE ARCHITECTS www.BohlerEngineering.com 50 Washington Street, Suite 2000 Westborough, MA 01581 508.480.9900 We trust that this information is sufficient for your needs at this time. Please do not hesitate to contact us at (508) 480-9900 should you have any questions or wish to discuss further. Sincerely, BOHLER, LLC Owen Ryan Matthew M. Ashley, P.E. X ALUMINUM STOREFRONT BRONZE EIFS BEIGE TO MATCH EX’G. ASPHALT SHINGLES ON PITCHED ROOFS COLONIAL SLATE OR TO MATCH EX’G. X ALUM. STOREFRONT, STEEL BRONZE, BEIGE 474 - 484 STATION AVENUE, VILLAGE OF SOUTH YARMOUTH TO MATCH EXISTING WHITE TO MATCH EX’G.X PVC BEIGE TO MATCH EX’G.X ALUMINUM WHITESTEEL SECTIONAL DOORS TOWN FAIR TIRE CENTERS OF MASSACHUSETTS, INC. REDINDIVIDUAL INTERNALLY LIGHTED LETTERS EXISTING BUILDING PROPOSED ADDITION TO PLAZA SITE DEVELOPMENT PLANS PROPOSED TOWN FAIR TIRE CENTER LOCATION OF SITE 484 STATION AVENUE, VILLAGE OF SOUTH YARMOUTH BARNSTABLE COUNTY, MASSACHUSETTS MAP 97, LOT 22 FOR CONTACT: MATTHEW ASHLEY, P.E. PREPARED BY GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. C-101 COVER SHEET USGS MAP SCALE: 1" = 2,000' SOURCE: USGS, 2025 DENNIS QUADRANGLE AERIAL MAP SCALE: 1" = 150' SOURCE: NEARMAP AERIAL IMAGERY, 2025 REFERENCES ¨BOUNDARY & TOPOGRAPHIC SURVEY: CONTROL POINT ASSOCIATES, INC. 352 TURNPIKE ROAD SOUTHBOROUGH, MA 01772 DATED: 02-06-2026 03-260005-00 ELEVATIONS: NAVD 1988 ¨GEOTECHNICAL INVESTIGATION REPORT: WHITESTONE ASSOCIATES, INC. 35 TECHNOLOGY DRIVE WARREN, NJ 07059 DATED: MM/DD/YY ¨ARCHITECTURAL PLAN: ANDREW C. MILLIKEN (ARCHITECT) 171 MAPLEWOOD DRIVE HAWLEY, PA 18428 DATED: NOT PROVIDED GOVERNING AGENCIES ¨PLANNING, ZONING COMMITTEE 1146 ROUTE 28 SOUTH YARMOUTH, MA 02664 PHONE: (508) 398-2231 ¨BUILDING DEPARTMENT 1146 ROUTE 28 SOUTH YARMOUTH, MA 02664 PHONE: (508) 398-2231 EXT. 1261 FAX: (508) 398-0836 ¨FIRE DEPARTMENT 96 OLD MAIN STREET SOUTH YARMOUTH, MA 02664 PHONE:(508) 398-2212 FAX: (508) 760-4858 ROW JURISDICTION ¨TRAFFIC, STORMWATER, WATER & SEWER DEPARTMENT OF PUBLIC WORKS (DPW) 74 TOWN BROOK ROAD WEST YARMOUTH, MA 02673 PHONE:(508) 398-2231 FAX: (508) 398-0836 THE ABOVE REFERENCED DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THESE PLANS, HOWEVER, BOHLER ENGINEERING DOES NOT CERTIFY THE ACCURACY OF THE WORK REFERENCED OR DERIVED FROM THESE DOCUMENTS, BY OTHERS. REFERENCES AND CONTACTS SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET C-101 GENERAL NOTES AND LEGEND C-102 JURISDICTIONAL NOTES C-103 EXISTING CONDITIONS/DEMOLITION PLAN C-201 SITE PLAN C-301 GRADING AND DRAINAGE PLAN C-401 UTILITY PLAN C-501 EROSION AND SEDIMENT CONTROL PLAN C-801 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C-803 CONSTRUCTION DETAILS C-901 - C-903 LANDSCAPE PLAN L-101 LANDSCAPE NOTES AND DETAILS L-102 ALTA SURVEY (BY OTHERS)2 SHEETS ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/29/2026 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ M A \ 2 0 2 6 \ M A A 2 6 0 0 0 7 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - C N D S - M A A 2 6 0 0 0 7 . 0 0 - 0 A - - - - - > L A Y O U T : C - 1 0 1 C O V R OR THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: MAA260007.00-0A OCR MMA 04/29/2026 P-CIVL-CNDS PROPOSED SITE PLAN DOCUMENTS CLIENT PROPOSED DEVELOPMENT 474 & 484 STATION AVENUE YARMOUTH, MA BARNSTABLE COUNTY MAP: 97 | LOT: 22 PERMIT SET 50 WASHINGTON ST., SUITE 2000 WESTBOROUGH, MA 01581 Phone:(508) 480-9900 www.BohlerEngineering.com TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R M a y 0 5 , 2 0 2 6 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. MASSACHUSETTS LICENSE No. 41530 NEW HAMPSHIRE LICENSE No. 15476 CONNECTICUT LICENSE No. 26177 RHODE ISLAND LICENSE No. 9616 MAINE LICENSE No. 12553 J.A. KUCICH PROFESSIONAL ENGINEER COMMON W E A L T H OF MASS A C H U S ETTS R EGIST E R E DP R O F ESSIONA L E N G I N E ER JOHN A. KUCI CH CI VI L N o . 4 1 5 3 0 S T A T I O N A V E N U E PROP TOWN FAIR TIRE (TYP) DEMOLITION NOTES (Rev. 1/2023) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.THE CONTRACTOR MUST CONDUCT DEMOLITION/REMOVALS ACTIVITIES IN SUCH A MANNER AS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND ALL OTHER ADJACENT FACILITIES. THE CONTRACTOR MUST OBTAIN ALL APPLICABLE PERMITS FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY(IES) PRIOR TO THE COMMENCEMENT OF ANY ROAD OPENING OR DEMOLITION ACTIVITIES IN OR ADJACENT TO THE RIGHT-OF-WAY. 3.WHEN DEMOLITION-RELATED ACTIVITIES IMPACT ROADWAYS AND/OR ROADWAY RIGHT-OF-WAY, THE CONTRACTOR MUST PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH THE CURRENT FEDERAL HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), AND THE FEDERAL, STATE, AND LOCAL REGULATIONS. 4.THE DEMOLITION (AND/OR REMOVALS) PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION AND TO IDENTIFY ONLY CONDITIONS REGARDING ITEMS TO BE DEMOLISHED, REMOVED, AND/OR TO REMAIN. A.THE CONTRACTOR MUST ALSO REVIEW ALL CONSTRUCTION DOCUMENTS AND INCLUDE WITHIN THE DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. B.THIS PLAN IS NOT INTENDED TO AND DOES NOT PROVIDE DIRECTION REGARDING THE MEANS, METHODS, SEQUENCING, TECHNIQUES AND PROCEDURES TO BE EMPLOYED TO ACCOMPLISH THE WORK. ALL MEANS, METHODS, SEQUENCING, TECHNIQUES AND PROCEDURES TO BE USED MUST BE IN STRICT ACCORDANCE AND CONFORMANCE WITH ALL STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR MUST COMPLY WITH ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE FOR THE CONTRACTOR AND THE PUBLIC. 5.THE CONTRACTOR MUST PROVIDE ALL "METHODS AND MEANS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE CONTRACTOR, AT THE CONTRACTOR'S SOLE COST, MUST REPAIR ALL DAMAGE TO ALL ITEMS AND FEATURES THAT ARE TO REMAIN. CONTRACTOR MUST USE NEW MATERIAL FOR ALL REPAIRS. CONTRACTOR'S REPAIRS MUST INCLUDE THE RESTORATION OF ALL ITEMS AND FEATURES REPAIRED TO THEIR PRE-DEMOLITION CONDITION, OR BETTER. CONTRACTOR MUST PERFORM ALL REPAIRS AT THE CONTRACTOR'S SOLE EXPENSE. 6.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. THE CONTRACTOR MUST PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, COMPLYING WITH ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY AND SAFETY TO ALL PROPERTY ON THE SITE OR ADJACENT OR NEAR TO THE SAME. 7.THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY, WHICH MUST INCLUDE, BUT IS NOT LIMITED TO, THE INSTALLATION AND MAINTENANCE OF BARRIERS, FENCING, OTHER APPROPRIATE AND/OR NECESSARY SAFETY FEATURES AND ITEMS NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTION ACTIVITIES. THE CONTRACTOR MUST SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF ALL UNAUTHORIZED PERSONS AT ANY TIME, TO OR NEAR THE DEMOLITION AREA. 8.PRIOR TO THE COMMENCEMENT OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY, THE CONTRACTOR MUST, IN WRITING, RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS AND/OR SPECIFICATIONS, ALL CONCERNS OR QUESTIONS REGARDING THE APPLICABLE SAFETY STANDARDS, AND/OR THE SAFETY OF THE CONTRACTOR AND/OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT. ANY SUCH CONCERNS MUST BE CONVEYED TO THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMS RESPONDED TO, BY THE PROFESSIONAL OF RECORD AND BY BOHLER, IN WRITING. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES. 9.THE CONTRACTOR MUST BECOME FAMILIAR WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AND/OR DISCONNECTION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED, REMOVED AND/OR ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 10.PRIOR TO COMMENCING ANY DEMOLITION, THE CONTRACTOR MUST: A.OBTAIN ALL REQUIRED PERMITS AND MAINTAIN THE SAME ON SITE FOR REVIEW BY THE PROFESSIONAL OF RECORD AND ALL PUBLIC AGENCIES WITH JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK, AND DEMOLITION WORK. B.NOTIFY, AT A MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATION JURISDICTION, AT LEAST 72 BUSINESS HOURS PRIOR TO THE COMMENCEMENT OF WORK. C.INSTALL THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE, AND MAINTAIN SAID CONTROLS UNTIL SITE IS STABILIZED D.IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE ONE-CALL DAMAGE PROTECTION SYSTEM FOR UTILITY MARK OUT, IN ADVANCE OF ANY EXCAVATION. E.LOCATE AND PROTECT ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN AND ADJACENT TO THE LIMITS OF PROJECT ACTIVITIES. THE CONTRACTOR MUST USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL UNDERGROUND UTILITIES. F.PROTECT AND MAINTAIN IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED DURING ANY DEMOLITION ACTIVITIES. G.ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) FOR THE TEMPORARY OR PERMANENT TERMINATION OF SERVICE REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS REGARDING THE METHODS AND MEANS TO CONSTRUCT SAME. THESE ARE NOT THE PROFESSIONAL OF RECORD'S OR BOHLER RESPONSIBILITY. IN THE EVENT OF ABANDONMENT, THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER WITH IMMEDIATE WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS. H.ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS NECESSARY OR AS REQUIRED TO MINIMIZE THE IMPACT ON, OF, AND TO THE AFFECTED PARTIES. WORK REQUIRED TO BE PERFORMED "OFF-PEAK" IS TO BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. I.IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED IN THE PROJECT PLANS AND SPECIFICATIONS OR THE CONTRACT WITH THE OWNER/DEVELOPER, THE CONTRACTOR MUST IMMEDIATELY CEASE ALL WORK IN THE AREA OF DISCOVERY, AND IMMEDIATELY NOTIFY, IN WRITING AND VERBALLY, THE OWNER, PROFESSIONAL OF RECORD AND BOHLER, THE DISCOVERY OF SUCH MATERIALS TO PURSUE PROPER AND COMPLIANT REMOVAL OF SAME. 11.THE CONTRACTOR MUST NOT PERFORM ANY EARTH MOVEMENT ACTIVITIES, DEMOLITION OR REMOVAL OF FOUNDATION WALLS, FOOTINGS, OR OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE, UNLESS SAME IS IN STRICT ACCORDANCE AND CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, OR PURSUANT TO THE WRITTEN DIRECTION OF THE OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 12.DEMOLITION ACTIVITIES AND EQUIPMENT MUST NOT USE OR INCLUDE AREAS OUTSIDE THE DEFINED PROJECT LIMIT LINE, WITHOUT SPECIFIC WRITTEN PERMISSION AND AUTHORITY OF AND FROM THE OWNER AND ALL GOVERNMENTAL AGENCIES WITH JURISDICTION. 13.THE CONTRACTOR MUST BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTIVITIES. BACKFILL MUST BE ACCOMPLISHED WITH APPROVED BACKFILL MATERIALS AND MUST BE SUFFICIENTLY COMPACTED TO SUPPORT ALL NEW IMPROVEMENTS AND MUST BE PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS AND GUIDANCE ARTICULATED IN THE GEOTECHNICAL REPORT. BACKFILLING MUST OCCUR IMMEDIATELY AFTER DEMOLITION ACTIVITIES AND MUST BE PERFORMED SO AS TO PREVENT WATER ENTERING THE EXCAVATION. FINISHED SURFACES MUST BE GRADED TO PROMOTE POSITIVE DRAINAGE. THE CONTRACTOR IS RESPONSIBLE FOR COMPACTION TESTING AND MUST SUBMIT SUCH REPORTS AND RESULTS TO THE PROFESSIONAL OF RECORD AND THE OWNER. 14.EXPLOSIVES MUST NOT BE USED WITHOUT PRIOR WRITTEN CONSENT FROM BOTH THE OWNER AND ALL APPLICABLE, NECESSARY AND REQUIRED GOVERNMENTAL AUTHORITIES. PRIOR TO COMMENCING ANY EXPLOSIVE PROGRAM AND/OR ANY DEMOLITION ACTIVITIES, THE CONTRACTOR MUST ENSURE AND OVERSEE THE INSTALLATION OF ALL OF THE REQUIRED PERMIT AND EXPLOSIVE CONTROL MEASURES THAT THE FEDERAL, STATE, AND LOCAL GOVERNMENTS REQUIRE. THE CONTRACTOR IS ALSO RESPONSIBLE TO CONDUCT AND PERFORM ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES AND THE LIKE. 15.IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS, THE CONTRACTOR MUST USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR. AFTER THE DEMOLITION IS COMPLETE, THE CONTRACTOR MUST CLEAN ALL ADJACENT STRUCTURES AND IMPROVEMENTS TO REMOVE ALL DUST AND DEBRIS WHICH THE DEMOLITION OPERATIONS CAUSE. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE-DEMOLITION" CONDITION AT CONTRACTOR'S SOLE COST. 16.PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS OUTSIDE OF APPROVED AREAS WILL NOT BE PERMITTED, INCLUDING BUT NOT LIMITED TO, THE PUBLIC RIGHT-OF-WAY. 17.THE CONTRACTOR MUST MAINTAIN A RECORD SET OF PLANS WHICH INDICATES THE LOCATION OF EXISTING UTILITIES THAT ARE CAPPED, ABANDONED IN PLACE, OR RELOCATED DUE TO DEMOLITION ACTIVITIES. THIS RECORD DOCUMENT MUST BE PREPARED IN A NEAT AND WORKMAN-LIKE MANNER AND TURNED OVER TO THE OWNER/DEVELOPER UPON COMPLETION OF THE WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST. 18.THE CONTRACTOR MUST EMPTY, CLEAN AND REMOVE FROM THE SITE ALL UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL REQUIREMENTS, PRIOR TO CONTINUING CONSTRUCTION IN THE AREA AROUND THE TANK WHICH EMPTYING, CLEANING AND REMOVAL ARE AT THE CONTRACTOR'S SOLE COST. SITE LAYOUT NOTES (Rev. 1/2020) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.PRIOR TO THE COMMENCEMENT OF GENERAL CONSTRUCTION, THE CONTRACTOR MUST INSTALL SOIL EROSION CONTROL AND ANY STORMWATER POLLUTION PREVENTION PLAN (SWPPP) MEASURES NECESSARY, AS INDICATED ON THE APPROVED SOIL EROSION AND SEDIMENT CONTROL PLAN AND IN ACCORDANCE WITH APPLICABLE AND/OR APPROPRIATE AGENCIES' GUIDELINES TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT PROPERTIES OR THE RIGHT OF WAY. 3.ALL DIRECTIONAL/TRAFFIC SIGNING AND PAVEMENT STRIPING MUST CONFORM TO THE LATEST STANDARDS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND ANY APPLICABLE STATE OR LOCALLY APPROVED SUPPLEMENTS, GUIDELINES, RULES, REGULATIONS, STANDARDS AND THE LIKE. 4.THE LOCATIONS OF PROPOSED UTILITY POLES AND TRAFFIC SIGNS SHOWN ON THE PLANS ARE SCHEMATIC AND PRELIMINARY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD-VERIFYING THEIR LOCATION. THE CONTRACTOR MUST COORDINATE THE RELOCATION OF TRAFFIC SIGNS WITH THE ENTITY WITH JURISDICTION OVER THE PROJECT. 5.ALL DIMENSIONS SHOWN ARE TO BOTTOM FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, EXCEPT WHEN DIMENSION IS TO A PROPERTY LINE, STAKE OUT OF LOCATIONS OF INLETS, LIGHT POLES, ETC. MUST BE PERFORMED IN STRICT ACCORDANCE WITH THE DETAILS, UNLESS NOTED CLEARLY OTHERWISE. GRADING NOTES (Rev. 1/2023) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AS REFERENCED IN THIS PLAN SET. IF NO GEOTECHNICAL REPORT HAS BEEN REFERENCED, THE CONTRACTOR MUST HAVE A GEOTECHNICAL ENGINEER PROVIDE WRITTEN SPECIFICATIONS AND RECOMMENDATIONS PRIOR TO THE CONTRACTOR COMMENCING THE GRADING WORK. THE CONTRACTOR MUST FOLLOW THE REQUIREMENTS OF ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS, WHICH HAVE JURISDICTION OVER THIS PROJECT. 3.THE CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF-SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. THE CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO THE PROFESSIONAL OF RECORD, BOHLER AND THE OWNER PRIOR TO THE CONTRACTOR COMMENCING ANY WORK. 4.THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. SHOULD DISCREPANCIES BETWEEN THE PLANS AND INFORMATION OBTAINED THROUGH FIELD VERIFICATIONS BE IDENTIFIED OR EXIST, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING. 5.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING ALL UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR MUST COMPACT ALL EXCAVATED OR FILLED AREAS IN STRICT ACCORDANCE WITH THE GEOTECHNICAL REPORT'S GUIDANCE. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED. THIS REPORT MUST VERIFY THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES WHICH ARE IN EFFECT AND WHICH ARE APPLICABLE TO THE PROJECT. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE MUST BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL, COMPACTED AS THE GEOTECHNICAL REPORT DIRECTS. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO. 6.IN THE EVENT OF A DISCREPANCY(IES) AND/OR A CONFLICT(S) BETWEEN PLANS, OR RELATIVE TO OTHER PLANS, THE GRADING PLAN TAKES PRECEDENCE AND CONTROLS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY DISCREPANCY(IES) AND/OR CONFLICT(S). 7.THE CONTRACTOR IS RESPONSIBLE TO IMPORT FILL OR EXPORT EXCESS MATERIAL AS NECESSARY TO CONFORM TO THE PROPOSED GRADING, AND TO BACKFILL EXCAVATIONS FOR THE INSTALLATION OF UNDERGROUND IMPROVEMENTS. ACCESSIBILITY DESIGN GUIDELINES (Rev. 1/2023) 1.ALL ACCESSIBLE (A.K.A. ADA) COMPONENTS AND ACCESSIBLE ROUTES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF: (A) THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 ET SEQ. AND 42 U.S.C. § 4151 ET SEQ.); AND (B) ANY APPLICABLE LOCAL AND STATE GUIDELINES, AND ANY AND ALL AMENDMENTS TO BOTH, WHICH ARE IN EFFECT WHEN THESE PLANS WERE COMPLETED. 2.THE CONTRACTOR MUST REVIEW ALL DOCUMENTS REFERENCED IN THESE NOTES FOR ACCURACY, COMPLIANCE AND CONSISTENCY WITH INDUSTRY GUIDELINES. 3.THE CONTRACTOR MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ACCESSIBLE (ADA) COMPONENTS AND ACCESSIBLE ROUTES FOR THE SITE. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, AND INTER-BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THE ACCESSIBLE GUIDELINES AND REQUIREMENTS WHICH INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: A.ACCESSIBLE PARKING SPACES AND ACCESS AISLES SLOPES MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION. B.PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 36-INCHES MINIMUM WIDTH (48-INCHES PREFERRED), OR AS SPECIFIED BY THE GOVERNING AGENCY. UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS) MUST NOT REDUCE THIS MINIMUM WIDTH. THE SLOPE MUST NOT EXCEED 1:20 (5.0%) IN THE DIRECTION OF TRAVEL AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS SLOPE. WHERE ACCESSIBLE PATH OF TRAVEL IS GREATER THAN 1:20 (5.0%), AN ACCESSIBLE RAMP MUST BE PROVIDED. ALONG THE ACCESSIBLE PATH OF TRAVEL, OPENINGS MUST NOT EXCEED 1/2-INCH IN WIDTH. VERTICAL CHANGES OF UP TO 1/2-INCH ARE PERMITTED ONLY IF THEY INCLUDES A 1/4-INCH BEVEL AT A SLOPE NOT STEEPER THAN 1:2. NO VERTICAL CHANGES OVER 1/4-INCH ARE PERMITTED. C.ACCESSIBLE RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%) AND A RISE OF 30-INCHES. LEVEL LANDINGS MUST BE PROVIDED AT EACH END OF ACCESSIBLE RAMPS. LANDING MUST PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES, AND MUST NOT EXCEED 1:50 (2.0%) SLOPE IN ANY DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS MUST HAVE A CLEAR LANDING OF A MINIMUM OF 60-INCHES BY 60-INCHES. HAND RAILS ON BOTH SIDES OF THE RAMP MUST BE PROVIDED ON AN ACCESSIBLE RAMP WITH A RISE GREATER THAN 6-INCHES. D.ACCESSIBLE CURB RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). WHERE FLARED SIDES ARE PROVIDED, THEY MUST NOT EXCEED 1:10 (10%) SLOPE. LEVEL LANDING MUST BE PROVIDED AT RAMPS TOP AT A MINIMUM OF 36-INCHES LONG (48-INCHES PREFERRED). IN ALTERATIONS, WHEN THERE IS NO LANDING AT THE TOP, FLARE SIDES SLOPES MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). E.DOORWAY LANDINGS AREAS MUST BE PROVIDED ON THE EXTERIOR SIDE OF ANY DOOR LEADING TO AN ACCESSIBLE PATH OF TRAVEL. THIS LANDING MUST BE SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO FEWER THAN 60-INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE CLEARLY PERMITTED BY ACCESSIBLE STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2009 AND OTHER REFERENCES INCORPORATED BY CODE). F.WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ACCESSIBLE COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, THE CONTRACTOR MUST VERIFY ALL EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR IN ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS BEFORE COMMENCING ANY WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ACCESSIBLE GUIDELINES. G.THE CONTRACTOR MUST VERIFY ALL OF THE SLOPES OF THE CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE EXISTS OR IS OBSERVED OR DISCOVERED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, PRIOR TO POURING CONCRETE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND/OR REPLACE NON-CONFORMING CONCRETE AND/OR PAVEMENT SURFACES. 4.IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION TO ENSURE SAME IS CONSISTENT WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCING CONSTRUCTION. DRAINAGE AND UTILITY NOTES (Rev. 3/2023) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE, AND THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM THOSE LOCATIONS AND SERVICES WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCING ANY CONSTRUCTION OR EXCAVATION. THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM ALL SANITARY CONNECTION POINTS AND ALL OTHER UTILITY SERVICE CONNECTION POINTS IN THE FIELD, PRIOR TO COMMENCING ANY CONSTRUCTION. THE CONTRACTOR MUST REPORT ALL DISCREPANCIES, ERRORS AND OMISSIONS IN WRITING, TO THE PROFESSIONAL OF RECORD AND BOHLER. 3.THE CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL OF THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES WHICH OCCUR DURING CONSTRUCTION, AT NO COST TO THE OWNER AND AT CONTRACTOR'S SOLE COST AND EXPENSE. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES WHICH OCCURS DURING CONSTRUCTION. 4.THE CONTRACTOR MUST FIELD VERIFY THE PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES BY USING A TEST PIT TO CONFIRM EXACT DEPTH, PRIOR TO COMMENCEMENT OF CONSTRUCTION. 5.STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON ARCHITECTURAL PLANS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS, SIZE, AND MATERIAL OF SAME BASED UPON FINAL ARCHITECTURAL PLANS.  6.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SITE PLAN DOCUMENTS AND ARCHITECTURAL PLANS FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS; GREASE TRAP REQUIREMENTS; AND DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITY SERVICES WITH THE INDIVIDUAL COMPANIES TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS OF THE APPLICABLE JURISDICTION AND REGULATORY AGENCIES AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE DOCUMENTS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, AND PRIOR TO CONSTRUCTION, MUST RESOLVE SAME. 7.ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE EXACTLY AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND THE CONTRACTOR MUST COORDINATE SAME WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPACTION MUST COMPLY WITH APPLICABLE REQUIREMENTS AND SPECIFICATIONS. THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR DESIGN OF TRENCH BACKFILL OR FOR COMPACTION REQUIREMENTS 8.DURING THE INSTALLATION OF SANITARY, STORM, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS-INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE, IN ANY RESPECT, FROM THE INFORMATION CONTAINED IN THESE PLANS. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE APPROPRIATE PLAN(S), WHICH THE CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER IMMEDIATELY UPON THE COMPLETION OF WORK. 9.THE CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SANITARY, WATER AND STORM SYSTEMS, ARE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND OR STATE DOT DETAILS AS APPLICABLE. THE CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME. 10.FINAL LOCATIONS OF PROPOSED UTILITY POLES, AND/ OR POLES TO BE RELOCATED ARE AT THE SOLE DISCRETION OF THE RESPECTIVE UTILITY COMPANY, REGARDLESS OF WHAT THIS PLAN DEPICTS. 11.WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. THE CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. 12.THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED FINISHED GRADES WITH NO TRIPPING OR SAFETY HAZARD IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. OUTSIDE SOURCE NOTES (Rev. 11/2023) ANY INFORMATION, DRAWINGS, DATA, PLANS, SPECIFICATIONS, MATERIALS, FIGURES, DOCUMENTATION, REPORTS, AND THE LIKE WHICH IS INDICATED TO HAVE BEEN PREPARED “BY OTHERS” (HEREIN, “BY OTHERS REPORTS, DOCUMENTS AND DETAILS”) HAS BEEN OR WILL BE CREATED, DEVELOPED, PREPARED, PERFORMED, AND ANALYZED BY AN ENTITY OR PARTY OTHER THAN THE “BOHLER” ENTITY INVOLVED WITH THIS PROJECT. THE “BOHLER” ENTITY IS NOT IN ANY WAY RESPONSIBLE FOR THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS EVEN IF/WHERE INCLUDED IN THE “BOHLER” ENTITY'S PLANS, REPORTS, ETC. SAME HAS BEEN INCLUDED ON THIS PLAN FOR THE CONVENIENCE, ONLY, OF THE PROJECT OWNER, DEVELOPERS, CONTRACTORS AND CONSULTANTS AND IN ORDER TO COORDINATE THE “BOHLER” ENTITY'S DESIGN WITH THAT OF “OTHERS”. THE “BOHLER” ENTITY HAS ASSUMED, FOR PURPOSES OF THIS PLAN, THAT THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS ARE CURRENT AND, IF APPLICABLE, PREPARED IN STRICT ACCORDANCE WITH ALL APPLICABLE COUNTY, STATE, FEDERAL AND OTHER STATUTES, LAWS, RULES, REGULATIONS, ORDINANCES AND THE LIKE. THE “BOHLER” ENTITY SPECIFICALLY DISCLAIMS ANY AND ALL LIABILITY AND RESPONSIBILITY FOR BY OTHERS REPORTS, DOCUMENTS AND DETAILS. THE ENTITY OR PERSON WHO CREATED THE INFORMATION CONTAINED IN THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS (EXCLUDING INFORMATION AND/OR DETAILS SOLELY SUPPLIED BY A JURISDICTION AND/OR GOVERNING BODY) AGREES BY PARTICIPATING IN THIS PROJECT, RECEIVING, REVIEWING, USING AND/OR RELYING UPON THIS DOCUMENT, AND/OR BY AGREEING TO THE PROJECT OWNER/DEVELOPER'S CONTRACT DOCUMENTS, TO DEFEND, INDEMNIFY, PROTECT AND HOLD HARMLESS THE “BOHLER” ENTITY THAT PREPARED THIS DOCUMENT AND ITS EMPLOYEES FOR ANY AND ALL DAMAGES, INJURIES, COSTS, EXPENSES AND THE LIKE, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, WHICH THE “BOHLER” ENTITY AND/OR ITS EMPLOYEES SUFFER OR INCUR AS A RESULT OF INCLUDING ANY BY OTHERS REPORTS, DOCUMENTS AND DETAILS IN AND ON OR IN THIS PLAN. ANYONE OR ANY ENTITY WHO RECEIVED, RELIES UPON AND/OR USES THIS PLAN, AGREES TO HOLD THE “BOHLER” ENTITY AND ITS EMPLOYEES HARMLESS FROM ANY CLAIMS, DAMAGES, INJURIES, COSTS AND EXPENSES, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR ANY DAMAGES, INJURIES, COSTS, EXPENSES AND THE LIKE, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, WHICH IT OR THEY SUFFER OR INCUR AS A RESULT OF THE ANY BY OTHERS REPORTS, DOCUMENTS AND DETAILS INCORPORATED IN THE PLAN, AND EXPRESSLY CONFIRMS THAT BY RECEIVING, RELYING UPON AND/OR USING SAME, THE “BOHLER” ENTITY SHALL HAVE NO LIABILITY RELATED TO SAME. WITH RESPECT TO ALL BY OTHERS REPORTS, DOCUMENTS AND DETAILS, CONTRACTOR MUST VERIFY ALL INFORMATION CONTAINED IN THE SCOPE OF ALL PARTIES INVOLVED IN PREPARING THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS PRIOR TO COMMENCING ANY CONSTRUCTION AND MUST VERIFY THAT THE INFORMATION IS THE LATEST, THE MOST RECENT AND THE MOST CURRENT REPORT, DOCUMENT AND DETAIL. REFERENCES ON THIS PLAN TO INFORMATION PREPARED OR CONTAINED IN BY OTHERS REPORTS, DOCUMENTS AND DETAILS DEPICTING AN OFF-SITE AREA WHERE NO DETAIL IS INCLUDED IS A REFERENCE TO AN AREA, DETAIL, SPECIFICATION OR DESIGN THAT HAS NOT BEEN DESIGNED OR CONSTRUCTED BY THE “BOHLER” ENTITY AND REGARDING WHICH THE “BOHLER” ENTITY HAS NO CONTROL OVER OR LIABILITY REGARDING, BUT IS ADDED TO THIS PLAN FOR INFORMATIONAL PURPOSES, ONLY. SOIL EROSION & SEDIMENT CONTROL PLAN NOTES (Rev. 12/2024) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN AND CONTRACTOR MUST REFER TO THEM. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS’ SPECIFIC NOTES. 2.INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S RECOMMENDATIONS. 3.CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF ENGINEER OR JURISDICTIONAL AGENCY SO REQUIRES, TO PREVENT THE DISCHARGE OF SEDIMENT LADEN RUNOFF FROM EXITING THE SITE. 4.THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE UNTIL PERMANENT STABILIZATION IS ESTABLISHED UNLESS INDICATED OTHERWISE IN LOCAL, STATE AND/OR FEDERAL PROJECT APPROVALS. THE COST OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR ALL SUCH COSTS. M a y 0 5 , 2 0 2 6 GENERAL NOTES (Rev. 1/2023) 1.THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED TO (HEREIN “BOHLER”) PRIOR TO THE DATE ON WHICH THE PROFESSIONAL OF RECORD AND BOHLER PREPARED THESE PLANS. THE CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS AND IMMEDIATELY NOTIFY BOHLER , IN WRITING, IF ANY ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THESE PLANS, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. 2.THE CONTRACTOR MUST STRICTLY COMPLY WITH THESE NOTES AND ALL SPECIFICATIONS/REPORTS CONTAINED HEREIN. THE CONTRACTOR MUST ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS, THESE NOTES, AND THE REQUIREMENTS ARTICULATED IN THE NOTES CONTAINED IN ALL THE OTHER DRAWINGS THAT COMPRISE THE PLAN SET OF DRAWINGS. ADDITIONAL NOTES AND SPECIFIC PLAN NOTES MAY BE FOUND ON THE INDIVIDUAL PLANS. THESE GENERAL NOTES APPLY TO THIS ENTIRE DOCUMENT PACKAGE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE, PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. 3.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST CONFIRM WITH THE PROFESSIONAL OF RECORD AND BOHLER THAT THE LATEST EDITION OF THE DOCUMENTS AND/OR REPORTS REFERENCED WITHIN THE PLAN REFERENCES ARE BEING USED FOR CONSTRUCTION. THIS IS THE CONTRACTOR'S SOLE AND COMPLETE RESPONSIBILITY. 4.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION IS TO BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE CONDITIONS OF APPROVAL TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND HAS ALSO CONFIRMED THAT ALL NECESSARY AND REQUIRED PERMITS HAVE BEEN OBTAINED. THE CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 5.THE CONTRACTOR MUST ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS/REPORTS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT, AND ALL PROVISIONS IN AND CONDITIONS OF THE CONSTRUCTION CONTRACT WITH THE OWNER/DEVELOPER INCLUDING ALL EXHIBITS, ATTACHMENTS AND ADDENDA TO SAME. 6.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFULLY REVIEWING THE MOST CURRENT ARCHITECTURAL, CIVIL AND STRUCTURAL CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLANS, WHERE APPLICABLE). THE CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST BETWEEN THESE PLANS AND ANY OTHER PLANS THAT COMPRISE THE CONSTRUCTION DOCUMENTS. 7.CONTRACTOR MUST REFER TO AND ENSURE COMPLIANCE WITH THE APPROVED ARCHITECTURAL/BUILDING PLANS OF RECORD FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS. 8.THE CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND MEASUREMENTS SHOWN ON THESE PLANS, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR MUST IMMEDIATELY NOTIFY PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE RE-DONE OR REPAIRED DUE TO DIMENSIONS, MEASUREMENTS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO BOTH (A) THE CONTRACTOR GIVING PROFESSIONAL OF RECORD AND BOHLER WRITTEN NOTIFICATION OF SAME AND (B) PROFESSIONAL OF RECORD AND BOHLER, THEREAFTER, PROVIDING THE CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. 9.THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND MEASUREMENTS INCLUDED ON DESIGN DOCUMENTS HEREIN AND MUST NOT SCALE OFF THE DRAWINGS DUE TO POTENTIAL PRINTING INACCURACIES. ALL DIMENSIONS AND MEASUREMENTS ARE TO BE CHECKED AND CONFIRMED BY THE GENERAL CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS, FABRICATION/ORDERING OF PARTS AND MATERIALS AND COMMENCEMENT OF SITE WORK. SITE PLAN DRAWINGS ARE NOT INTENDED AS SURVEY DOCUMENTS. DIMENSIONS SUPERSEDE GRAPHICAL REPRESENTATIONS. THE CONTRACTOR MUST MAKE CONTRACTOR'S OWN MEASUREMENTS FOR LAYOUT OF IMPROVEMENTS. 10.THE OWNER AND CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 11.WHEN INCLUDED AS ONE OF THE REFERENCED DOCUMENTS, THE GEOTECHNICAL REPORT, SPECIFICATIONS AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN: (A) THE PLANS; AND (B) THE GEOTECHNICAL REPORT AND RECOMMENDATIONS, MUST TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORT AND PLANS AND SPECIFICATIONS, PRIOR TO PROCEEDING WITH ANY FURTHER WORK. IF A GEOTECHNICAL REPORT WAS NOT CREATED, THEN THE CONTRACTOR MUST FOLLOW AND COMPLY WITH ALL OF THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE SPECIFICATIONS WHICH HAVE JURISDICTION OVER THIS PROJECT. 12.PROFESSIONAL OF RECORD AND BOHLER ARE NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, HAS NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY. 13.THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN AND WHERE SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. ALL OF THIS WORK IS TO BE PERFORMED AT CONTRACTOR'S SOLE COST AND EXPENSE. 14.THE CONTRACTOR MUST EXERCISE EXTREME CAUTION WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. THE CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT. 15.DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION AND CONSTRUCTION WASTES, UNSUITABLE EXCAVATED MATERIAL, EXCESS SOIL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER THE CONTRACTOR. 16.IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO MAINTAIN RECORDS TO DEMONSTRATE PROPER AND FULLY COMPLIANT DISPOSAL ACTIVITIES, TO BE PROMPTLY PROVIDED TO THE OWNER UPON REQUEST. 17.THE CONTRACTOR MUST REPAIR, AT CONTRACTOR'S SOLE COST, ALL DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE-SURVEY, RE-PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS, RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE CONTRACTOR MUST, PROMPTLY, DOCUMENT ALL EXISTING DAMAGE AND NOTIFY, IN WRITING, THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. 18.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR AND HAVE NO CONTRACTUAL, LEGAL OR OTHER RESPONSIBILITIES FOR JOB SITE SAFETY JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. THE PROFESSIONAL OF RECORD AND BOHLER HAVE NOT BEEN RETAINED TO PERFORM OR TO BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF PROFESSIONAL OF RECORD'S AND BOHLER SERVICES AS RELATED TO THE PROJECT. THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES OR ANY JOB SITE CONDITIONS, AT ANY TIME. 19.THE CONTRACTOR MUST IMMEDIATELY IDENTIFY IN WRITING, TO THE PROFESSIONAL OF RECORD AND BOHLER , ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF THE CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER WRITTEN NOTIFICATION AS DESCRIBED ABOVE, IT WILL BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, THE CONTRACTOR MUST INDEMNIFY, DEFEND AND HOLD HARMLESS THE PROFESSIONAL OF RECORD AND BOHLER FOR ANY AND ALL DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM OR ARE IN ANY WAY RELATED TO SAME INCLUDING, BUT NOT LIMITED TO, ANY THIRD PARTY AND FIRST PARTY CLAIMS. 20.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM THE CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS, AND CURRENT CODES, RULES, STATUTES AND THE LIKE. IF THE CONTRACTOR AND/OR OWNER FAIL TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, RULES, STATUTES, CODES AND THE LIKE, THE CONTRACTOR AND/OR OWNER AGREE TO AND MUST JOINTLY, INDEPENDENTLY, SEPARATELY, AND SEVERALLY INDEMNIFY AND HOLD THE PROFESSIONAL OF RECORD AND BOHLER HARMLESS FOR AND FROM ALL INJURIES, CLAIMS AND DAMAGES THAT PROFESSIONAL OF RECORD AND BOHLER SUFFER AND ANY AND ALL COSTS THAT PROFESSIONAL OF RECORD AND BOHLER INCUR AS RELATED TO SAME. 21.ALL CONTRACTORS MUST CARRY AT LEAST THE MINIMUM AMOUNT OF THE SPECIFIED AND COMMERCIALLY REASONABLE STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND COMMERCIAL GENERAL LIABILITY INSURANCE (CGL) INCLUDING ALSO ALL UMBRELLA COVERAGES. ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER , AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSUREDS AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE (DEFEND, IF APPLICABLE) AND HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED AND AGREED TO BY THE CONTRACTOR HEREIN. ALL CONTRACTORS MUST FURNISH BOHLER WITH CERTIFICATIONS OF INSURANCE OR CERTIFICATES OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE COVERAGES PRIOR TO COMMENCING ANY WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR TWO YEARS AFTER THE COMPLETION OF CONSTRUCTION AND AFTER ALL PERMITS ARE ISSUED, WHICHEVER DATE IS LATER. IN ADDITION, ALL CONTRACTORS AGREE THAT THEY WILL, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTOR(S), ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. THE CONTRACTOR MUST NOTIFY PROFESSIONAL OF RECORD, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. 22.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS IN SCOPE AND REVISIONS THAT RESULT FROM SAME. THE CONTRACTOR IS FULLY AND SOLELY RESPONSIBLE FOR DETERMINING THE MEANS AND METHODS FOR COMPLETION OF THE WORK, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 23.NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER, NOR THE PRESENCE OF BOHLER AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE (HEREIN “BOHLER PARTIES”), RELIEVES OR WILL RELIEVE THE CONTRACTOR OF AND FROM CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE WITH ALL HEALTH AND SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER PARTIES HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER (OR ANY RESPONSIBILITY FOR) ANY CONSTRUCTION, THE CONTRACTOR OR ITS EMPLOYEES RELATING TO THEIR WORK AND ANY AND ALL HEALTH AND SAFETY PROGRAMS OR PROCEDURES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. THE CONTRACTOR MUST INDEMNIFY, DEFEND, PROTECT AND HOLD HARMLESS BOHLER PARTIES FOR AND FROM ANY LIABILITY TO BOHLER PARTIES RESULTING FROM THE CONTRACTOR'S WORK, SERVICES AND/OR VIOLATIONS OF THIS NOTE, THESE NOTES OR ANY NOTES IN THE PLAN SET AND, FURTHER, THE CONTRACTOR MUST NAME BOHLER AS AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE. 24.WHEN IT IS CLEARLY AND SPECIFICALLY WITHIN BOHLER'S SCOPE OF SERVICES CONTRACT WITH THE OWNER/DEVELOPER, BOHLER WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF EVALUATING CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME. BOHLER WILL PERFORM ITS SHOP DRAWING REVIEW WITH REASONABLE PROMPTNESS, AS CONDITIONS PERMIT. ANY DOCUMENT, DOCUMENTING BOHLER'S REVIEW OF A SPECIFIC ITEM OR LIMITED SCOPE, MUST NOT INDICATE THAT BOHLER HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER IS NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR MUST, IN WRITING, PROMPTLY AND IMMEDIATELY BRING ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS TO BOHLER'S ATTENTION. BOHLER IS NOT REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 25.IF THE CONTRACTOR DEVIATES FROM THESE PLANS AND/OR SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE PROFESSIONAL OF RECORD AND BOHLER FOR ALL DEVIATIONS WITHIN PROFESSIONAL OF RECORD'S SCOPE, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK PERFORMED WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, MUST DEFEND, INDEMNIFY, PROTECT, AND HOLD HARMLESS THE PROFESSIONAL OF RECORD AND BOHLER PARTIES TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, CLAIMS, INJURIES, PENALTIES AND THE LIKE RELATED TO SAME. 26.THE CONTRACTOR IS RESPONSIBLE FOR A MAINTAINING AND PROTECTING THE TRAFFIC CONTROL PLAN AND ELEMENTS IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS, FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE RIGHT OF WAY OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE AND IS THE CONTRACTOR'S SOLE RESPONSIBILITY. 27.OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN; AND, FURTHER, THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD THE PROFESSIONAL OF RECORD AND BOHLER PARTIES, HARMLESS FOR ALL INJURIES, DAMAGES AND COSTS THAT PROFESSIONAL OF RECORD AND BOHLER INCUR AS A RESULT OF SAID FAILURE OR FAILURE TO PRESERVE. 28.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION ACTIVITIES AND MATERIALS COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL RULES AND REGULATIONS, LAWS, ORDINANCES, AND CODES, AND ALL APPLICABLE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 ET SEQ.) AS AMENDED, AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. 29.THE CONTRACTOR MUST STRICTLY COMPLY WITH THE LATEST AND CURRENT OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY WITH JURISDICTION OVER EXCAVATION AND TRENCHING PROCEDURES. PROFESSIONAL OF RECORD AND BOHLER HAS NO RESPONSIBILITY FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES AND WORK. 30.THE CONTRACTOR AND THE OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF THE CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY, INDEPENDENTLY, SEPARATELY, COLLECTIVELY, AND SEVERALLY INDEMNIFY, DEFEND, PROTECT AND HOLD PROFESSIONAL OF RECORD AND BOHLER PARTIES HARMLESS FOR ALL INJURIES AND DAMAGES THAT PROFESSIONAL OF RECORD SUFFERS AND COSTS THAT PROFESSIONAL OF RECORD INCURS AS A RESULT OF SAID FAILURE. 31.THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN AN ON-SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY (EPA) REQUIREMENTS OR LOCAL GOVERNING AGENCY FOR SITES WHERE ONE (1) ACRE OR MORE IS DISTURBED BY CONSTRUCTION ACTIVITIES (UNLESS THE LOCAL JURISDICTION REQUIRES A DIFFERENT THRESHOLD). THE CONTRACTOR MUST ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF ALL SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE AND FURTHER, THE CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR FAILING TO DO SO. 32.AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED DOCUMENTS PREPARED BY THE PROFESSIONAL OF RECORD AND BOHLER, THE USE OF THE WORDS 'CERTIFY' OR 'CERTIFICATION' CONSTITUTE(S) AN EXPRESSION ONLY OF PROFESSIONAL OPINION REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE PROFESSIONAL OF RECORD'S AND BOHLER KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON AND ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE OF ANY NATURE OR TYPE, EITHER EXPRESSED OR IMPLIED, UNDER ANY CIRCUMSTANCES. BOHLER, LLC STANDARD ABBREVIATIONS FOR ENTIRE PLAN SET AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS AC ACRE / ACRES AD AREA DRAIN ADA ACCESSIBLE / AMERICANS WITH DISABILITIES ACT AG ABOVE GROUND APPROX APPROXIMATE ARCH ARCHITECTURAL ASPH ASPHALT ASSF AREA SUBJECT TO STORMWATER FLOWAGE ASSOC ASSOCIATION BC BOTTOM OF CURB BF BASEMENT FLOOR BIO BIOGARDEN BIT BITUMINOUS BK BLOCK BL BASELINE BLDG BUILDING BM BENCH MARK BRL BUILDING RESTRICTION LINE BVW BORDERING VEGETATIVE WETLAND CB CATCH BASIN CF CUBIC FEET CI CURB INLET CIT CHANGE IN TYPE CL CENTER LINE CMP CORRUGATED METAL PIPE C/O CLEAN OUT CONC CONCRETE CONN CONNECTION COORD COORDINATE CPP CORRUGATED PLASTIC PIPE CY CUBIC YARD DEC DECORATIVE DEP DEPARTMENT OF ENVIRONMENTAL PROTECTION DET DETENTION DIA DIAMETER DMH DRAINAGE MANHOLE DOM DOMESTIC DOT DEPARTMENT OF TRANSPORTATION DP DESIGN POINT DWL DASHED WHITE LINE DYL DOUBLE YELLOW LINE EG EXISTING GRADE ELEC ELECTRIC ELEV ELEVATION EOR ENGINEER OF RECORD EP / EOP EDGE OF PAVEMENT ES / EOS EDGE OF SHOULDER EW END WALL EX EXISTING FDC FIRE DEPARTMENT CONNECTION FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY FES FLARED END SECTION FF FINISH / FIRST FLOOR FFE FINISH / FIRST FLOOR ELEVATION FG FINISH GRADE FH FIRE HYDRANT FM FORCE MAIN FO FIBER OPTIC G GRADE GC GENERAL CONTRACTOR GEO GEOTECH/GEOTECHNICAL GF / GFE GARAGE FLOOR ELEVATION (AT DOOR) GFA GROSS FLOOR AREA GH GRADE HIGH (WALL) GL GRADE LOW (WALL) GRT GRATE GT GREASE TRAP GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE HOR HORIZONTAL HP HIGH POINT HW HEADWALL ICS INLET CONTROL STRUCTURE INF INFILTRATION INT INTERSECTION INV INVERT LF LINEAR FOOT LOC LIMIT OF CLEARING LOD LIMIT OF DISTURBANCE LOS LINE OF SIGHT LOW LIMIT OF WORK LP LOW POINT LS LANDSCAPE LSA LANDSCAPE AREA MAX MAXIMUM ME MATCH EXISTING MEP MECHANICAL, ELECTRICAL, AND PLUMBING MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES NOAA NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NRCS NATIONAL RESOURCE CONSERVATION SERVICE O&M OPERATIONS AND MAINTENANCE OC ON CENTER OCS OUTLET CONTROL STRUCTURE OGS OIL AND GRIT SEPARATOR ORD ORDINANCE PA / POA POINT OF ANALYSIS PC POINT OF CURVATURE PCCR POINT OF CURVATURE, CURB RETURN PERF PERFORATED PG PROPOSED GRADE PI POINT OF INTERSECTION POG POINT OF GRADE PP POLYPROPYLENE PIPE PROP PROPOSED PT POINT OF TANGENCY PTCR POINT OF TANGENCY, CURB RETURN PVI POINT OF VERTICAL INTERSECTION PVMT PAVEMENT PVT POINT OF VERTICAL TANGENCY R RADIUS / RADII R/W RIGHT-OF-WAY / RIGHTS-OF-WAY RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN REGS REGULATIONS RELO TO BE RELOCATED REQ REQUIRED RET RETENTION RET WALL RETAINING WALL RETO TO BE RETURNED TO OWNER RG RAIN GARDEN S SLOPE SAN SANITARY SEWER SESC SOIL EROSION AND SEDIMENT CONTROL SF SQUARE FEET SHLO STATE HIGHWAY LAYOUT SMH SANITARY MANHOLE STA STATION STM STORM WATER / STORM SEWER SWL SINGLE/SOLID WHITE LINE SWPPP STORMWATER POLLUTION PREVENTION PLAN TBA TO BE ABANDONED TBR TO BE REMOVED TBV TO BE VACATED TC TOP OF CURB Tc TIME OF CONCENTRATION TD TRENCH DRAIN TELE TELECOMMUNICATIONS / TELEDATA TPF TREE PROTECTION FENCE TR TO REMAIN TRANS TRANSITION TYP TYPICAL UG UNDERGROUND UP UTILITY POLE USGS UNITED STATES GEOLOGICAL SURVEY VERT VERTICAL VIF VERIFY IN FIELD W WIDE / WIDTH W/L WATER LINE WM WATER METER WQU WATER QUALITY UNIT YD YARD DRAIN #NUMBER #:# SLOPE EXPRESSED IN HORIZONTAL:VERTICAL IN FEET ±PLUS OR MINUS °DEGREE Ø DIAMETER 'FEET/FOOT "INCHES PROP LINE LEGEND PROPERTY LINE RIGHT-OF-WAY LINE INTERIOR PROPERTY LINE LEASE LINE EASEMENT LINE SETBACK LINE LIMIT OF WORK LIMIT OF DISTURBANCE SAWCUT LINE OVERHEAD WIRE ELECTRIC LINE TELEPHONE LINE CABLE LINE GAS LINE STORM SEWER SANITARY MAIN 12" OR GREATER SANITARY MAIN SANITARY LATERAL SANITARY FORCE MAIN WATER MAIN 12" OR GREATER WATER MAIN WATER LATERAL WATER FIRE LINE LOW LOD OH E T C G S SL FM W WL F PROP SYMBOL LEGEND TYPICAL SIGN TYPICAL BOLLARD UTILITY POLE WITH LIGHT UTILITY POLE TYPICAL LIGHT FIRE HYDRANT CLEANOUT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE TEST PIT BORING S D WM GV T-# B-# C/O C-102 GENERAL NOTES AND LEGEND ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/29/2026 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ M A \ 2 0 2 6 \ M A A 2 6 0 0 0 7 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - C N D S - M A A 2 6 0 0 0 7 . 0 0 - 0 A - - - - - > L A Y O U T : C - 1 0 2 N O T E OR THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: MAA260007.00-0A OCR MMA 04/29/2026 P-CIVL-CNDS PROPOSED SITE PLAN DOCUMENTS CLIENT PROPOSED DEVELOPMENT 474 & 484 STATION AVENUE YARMOUTH, MA BARNSTABLE COUNTY MAP: 97 | LOT: 22 PERMIT SET 50 WASHINGTON ST., SUITE 2000 WESTBOROUGH, MA 01581 Phone:(508) 480-9900 www.BohlerEngineering.com TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R M a y 0 5 , 2 0 2 6 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. MASSACHUSETTS LICENSE No. 41530 NEW HAMPSHIRE LICENSE No. 15476 CONNECTICUT LICENSE No. 26177 RHODE ISLAND LICENSE No. 9616 MAINE LICENSE No. 12553 J.A. KUCICH PROFESSIONAL ENGINEER COMMON W E A L T H OF MASS A C H U S ETTS R EGIST E R E DP R O F ESSIONA L E N G I N E ER JOHN A. KUCI CH CI VI L N o . 4 1 5 3 0 C-103 JURISDICTIONAL NOTES ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/29/2026 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ M A \ 2 0 2 6 \ M A A 2 6 0 0 0 7 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - C N D S - M A A 2 6 0 0 0 7 . 0 0 - 0 A - - - - - > L A Y O U T : C - 1 0 3 J U R S OR THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: MAA260007.00-0A OCR MMA 04/29/2026 P-CIVL-CNDS PROPOSED SITE PLAN DOCUMENTS CLIENT PROPOSED DEVELOPMENT 474 & 484 STATION AVENUE YARMOUTH, MA BARNSTABLE COUNTY MAP: 97 | LOT: 22 PERMIT SET 50 WASHINGTON ST., SUITE 2000 WESTBOROUGH, MA 01581 Phone:(508) 480-9900 www.BohlerEngineering.com TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R M a y 0 5 , 2 0 2 6 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. MASSACHUSETTS LICENSE No. 41530 NEW HAMPSHIRE LICENSE No. 15476 CONNECTICUT LICENSE No. 26177 RHODE ISLAND LICENSE No. 9616 MAINE LICENSE No. 12553 J.A. KUCICH PROFESSIONAL ENGINEER COMMON W E A L T H OF MASS A C H U S ETTS R EGIST E R E DP R O F ESSIONA L E N G I N E ER JOHN A. KUCI CH CI VI L N o . 4 1 5 3 0 MASSACHUSETTS DEMOLITION NOTES (Rev. 10/2025) 1.THE CONTRACTOR MUST LOCATE AND CLEARLY DEFINE VERTICALLY AND HORIZONTALLY ALL ACTIVE AND INACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED AND/OR REMAIN. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED/RELOCATED DURING SITE ACTIVITY. 2.CONTRACTOR MUST FIELD LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION AND IF REQUIRED, DIG EXPLORATORY TEST PITS TO CONFIRM EXACT LOCATION AND DEPTH OF UTILITIES. CONTRACTOR MUST NOTIFY DESIGN ENGINEER WITH ANY CONFLICTS AS NEEDED TO COORDINATE FINAL LOCATION OF ALL PROPOSED IMPROVEMENTS. 3.CONTRACTOR MUST INSPECT ALL EXISTING UTILITY STRUCTURES THAT ARE TO REMAIN FOR THE PROJECTS RE-USE TO VERIFY SUITABILITY FOR SAME. IF STRUCTURES CAN NOT BE REUSED THEN THE CONTRACTOR MUST PROVIDE A NEW STRUCTURE. THE CONTRACTOR MUST COORDINATE SUCH WORK WITH THE APPLICABLE UTILITY PROVIDER. 4.CONTRACTOR TO REMOVE ANY BUILDING FOUNDATION REMAINS OR ASSOCIATED IMPROVEMENTS, DELETERIOUS MATERIALS, AND/OR DEBRIS THAT IMPEDE THE WORK SHOWN ON THESE PLANS. 5.THE CONTRACTOR MUST REVIEW THE PLANS VERSUS THE LOCATION OF EXISTING STRUCTURES, UTILITIES AND APPURTENANCES IN THE FIELD TO CONFIRM ACCURACY OF SAME AND VERIFY ITEMS TO BE REMOVED. THE CONTRACTOR MUST CARRY COSTS FOR REMOVAL OF ANY EXISTING STRUCTURES, APPURTENANCES, AND UNDERGROUND UTILITIES, INCLUDING BUT NOT LIMITED TO, DRAIN, WATER, SEWER, STEAM, IRRIGATION, GAS, TELECOM AND ELECTRIC. 6.THE CONTRACTOR MUST MAINTAIN, ADJUST OR ABANDON EXISTING MONITORING WELLS IN ACCORDANCE WITH THE DIRECTION OF THE ENVIRONMENTAL CONSULTANT (TYP). 7.WHERE THE LIMIT OF WORK COINCIDES WITH PROPERTY LINE, TREE LINE, PROPOSED SAWCUT OR COMBINATION THEREOF IT IS SHOWN ADJACENT TO THESE FEATURES FOR GRAPHICAL CLARITY. 8.EXISTING TREES TO REMAIN ARE TO BE PROTECTED DURING CONSTRUCTION UNLESS CLEARLY INDICATED OTHERWISE. REASONABLE CARE AND CAUTION MUST BE TAKEN DURING CONSTRUCTION TO PREVENT DAMAGE AND SELECTIVE PRUNING MAY BE REQUIRED TO ENSURE THAT TREES DO NOT CONFLICT WITH THE DEVELOPMENT. 9.CONTRACTOR MUST REPAIR/REPLACE ANY TRAFFIC LOOP DETECTORS THAT ARE DAMAGED DURING CONSTRUCTION WITHIN EXISTING OR PROPOSED RIGHTS OF WAYS. ANY SUCH WORK MUST BE PERFORMED BY A LICENSED / DOT APPROVED SIGNAL CONTRACTOR. ANY DAMAGED LOOPS OR OTHER SIGNAL EQUIPMENT MUST BE REPAIRED IMMEDIATELY AFTER THE WORK IS COMPLETE. THE SIGNAL CONTRACTOR MUST BE AVAILABLE TO MAKE ANY TEMPORARY SIGNAL CHANGES IF REQUESTED BY DOT AND/OR THE MUNICIPALITY. 10.THE CONTRACTOR MUST FIELD VERIFY THE LOCATIONS WHERE PROPOSED UTILITIES CROSS EXISTING UNDERGROUND UTILITIES BY USING A TEST PIT TO DETERMINE THE EXACT SIZE, DEPTH AND LOCATION, PRIOR TO COMMENCEMENT OF CONSTRUCTION. 11.CONTRACTOR MUST LOCATE ANY EXISTING UTILITY SERVICES THAT ARE TO BE TERMINATED AT THE EXISTING MAIN AND/OR PROPERTY LINE. THESE SERVICES ARE TO BE TERMINATED IN ACCORDANCE WITH MUNICIPAL / STATE TRANSPORTATION DEPARTMENT REQUIREMENTS. MASSACHUSETTS SITE NOTES (Rev. 10/2025) 1.WHEN APPLICABLE, OWNER/ OPERATOR MUST FILE THE NOI FOR NPDES PERMITS AT APPROPRIATE AND/OR REQUIRED TIME FRAMES BASED UPON THE DESIRED START OF CONSTRUCTION. LAND DISTURBING ACTIVITIES MUST NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED FROM GOVERNING AUTHORITIES (INCLUDING STORMWATER POLLUTION PREVENTION PLAN). THE CONTRACTOR MUST STRICTLY ADHERE TO THE APPROVED SWPPP PLAN DURING CONSTRUCTION OPERATIONS (IF PROVIDED). 2.ALL CONCRETE MUST BE AIR ENTRAINED AND INCLUDE THE MINIMUM COMPRESSIVE STRENGTH OF JURISDICTIONAL STANDARD PSI AT 28 DAYS (OR 4,000 PSI) UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT. IF THERE ARE ANY DISCREPANCIES BETWEEN THE PLANS, DETAILS AND GEOTECHNICAL REPORT THEN THE GEOTECHNICAL REPORT MUST GOVERN. 3.THE CONTRACTOR MUST FILE SITE SIGNAGE APPLICATION OR PERMIT UNDER SEPARATE APPLICATION UNLESS DONE SO AS PART OF JURISDICTIONAL PERMITTING PROCEDURES. 4.THE CONTRACTOR MUST REPAIR OR REPLACE IN KIND, AT THE CONTRACTOR'S SOLE COST AND EXPENSE, ALL SIDEWALKS, CURBS, PAVEMENT MARKINGS, AND PAVEMENT DAMAGED BY CONSTRUCTION ACTIVITIES WHETHER SPECIFIED ON THIS PLAN OR NOT. 5.WORK WITHIN THE RIGHT-OF-WAY MUST BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS AND STANDARDS OF THE DEPARTMENT OF PUBLIC WORKS, ENGINEERING DEPARTMENT, HIGHWAY DIVISION, AND/OR STATE DOT HIGHWAY DEPARTMENT. 6.WHERE RETAINING WALLS ARE IDENTIFIED ON THE PLANS, TOP AND BOTTOM OF WALL WIDTHS DO NOT REPRESENT THE ACTUAL WIDTH OF THE PROPOSED WALL, RATHER THEY ARE AN ASSUMPTION BASED ON WALL TYPE AND WALL HEIGHT. WALL FOOTINGS AND /OR FOUNDATIONS ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR OR WALL DESIGNER, AND MUST BE SET BASED UPON FINAL STRUCTURAL DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTION OCCURS. THE CONTRACTOR MUST ENSURE THAT AN APPROPRIATELY LICENSED PROFESSIONAL DESIGNS ALL WALLS SHOWN HEREON AND PRIOR TO CONSTRUCTION. REFER TO GRADING NOTES REGARDING RETAINING WALL DESIGN. 7.CONTRACTOR IS CAUTIONED OF EXISTING UTILITY SERVICES TO REMAIN IN PROXIMITY TO PROPOSED BOLLARDS AND SIGNS. CONTRACTOR MUST PROVIDE FIELD MODIFICATION LOCATIONS OF BOLLARDS AND BOLLARDS WITH SIGNAGE AS NEEDED TO AVOID CONFLICTS WITH EXISTING UTILITY SERVICES TO REMAIN. MASSACHUSETTS DRAINAGE NOTES (Rev. 10/2025) 1.WHEN THESE PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE, THE CONTRACTOR MUST EXTEND ALL UTILITY SERVICES, INCLUDING BUT NOT LIMITED TO STORM, SANITARY, UTILITIES, AND IRRIGATION LINES, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE CONTRACTOR IS RESPONSIBLE. THE CONTRACTOR MUST CAP ENDS OF INSTALLED UTILITIES AS APPROPRIATE, MARK UTILITY ENDS WITH MAGNETIC TRACER TAPE, MARK TERMINUS LOCATIONS WITH A 2 IN X4 FT STAKE, AND MUST NOTE THE LOCATION OF ALL UTILITY STUBS ON A CLEAN COPY OF THE PLAN. THIS RECORD DOCUMENT MUST BE PREPARED IN A NEAT AND WORKMAN-LIKE MANNER AND TURNED OVER TO THE OWNER/DEVELOPER UPON COMPLETION OF THE WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST. 2.STORM AND SANITARY PIPE LENGTHS INDICATED ARE NOMINAL AND ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE UNLESS INDICATED ON THE PLANS OTHERWISE. 3.UNLESS CLEARLY INDICATED OTHERWISE, ALL STORM PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III WITH SILT/SOIL TIGHT JOINTS. WHEN HIGH-DENSITY POLYETHYLENE PIPE (HDPE) IS CALLED FOR ON THE PLANS, IT MUST CONFORM TO AASHTO M252 FOR PIPES 4" TO 10" AND TO AASHTO M294 FOR PIPES 12" TO 60" AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR SILT/SOIL TIGHT JOINT. PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 PVC OR SCHEDULE 40 UNLESS INDICATED OTHERWISE. HDPE PIPE JOINT GASKETS MUST BE PROVIDED AND CONFORM TO ASTM F477. DRAIN PIPE INSTALLED WITH OVER TEN (10) FEET OVER COVER AND/OR IN HIGH GROUNDWATER CONDITIONS SHALL BE SANITITE HP POLYPROPYLENE PIPE (PP), OR APPROVED EQUIVALENT. MASSACHUSETTS UTILITY NOTES (Rev. 10/2025) 1.THE CONTRACTOR'S PRICE FOR WATER AND SEWER SERVICE INSTALLATIONS MUST INCLUDE ALL FEES, COSTS, AND APPURTENANCES REQUIRED BY THE UTILITY PROVIDER (AND OTHER AGENCIES HAVING JURISDICTION OVER THE WORK) TO PROVIDE FULL AND COMPLETE WORKING SERVICE, INCLUDING (BUT NOT LIMITED TO) NECESSARY FEES, TESTING, DISINFECTING, INSPECTIONS, ROAD OPENING & BACKFILL REQUIREMENTS, TRAFFIC CONTROL AND SURETY BONDS AS DEFINED BY THE PROVIDER (AND OTHER AGENCIES HAVING JURISDICTION OVER THE WORK). 2.ALL WORK ASSOCIATED WITH UTILITY POLES, OVERHEAD WIRES AND ANY/ALL APPURTENANCES MUST BE COORDINATED BY THE CONTRACTOR WITH THE LOCAL UTILITY COMPANIES PRIOR TO THE ORDERING OF ANY MATERIALS. THIS MAY INCLUDE BUT IS NOT LIMITED TO THE REMOVAL, INSTALLATION, RELOCATION OR PROTECTION OF ANY BRACING, GUY WIRES, OVERHEAD WIRES, ETC. AS MAY BE REQUIRED TO ACCOMMODATE THE PROJECT. 3.SEWERS CONVEYING SANITARY FLOW, OR INDUSTRIAL FLOW MUST BE SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST TEN (10) FEET HORIZONTALLY. IF SUCH LATERAL SEPARATION IS NOT POSSIBLE, THE PIPES MUST, AT A MINIMUM, BE IN SEPARATE TRENCHES WITH THE AT LEAST 18 INCHES OF VERTICAL SEPARATION FROM THE BOTTOM OF THE WATER MAIN TO THE TOP OF THE SEWER LINE. WHERE APPROPRIATE SEPARATION FROM A WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE ENCASED IN CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE USING MECHANICAL OR SLIP-ON JOINTS FOR A DISTANCE OF AT LEAST TEN (10) FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES UNDER A SANITARY SEWER, ADEQUATE STRUCTURAL SUPPORT FOR THE SANITARY SEWER MUST BE PROVIDED. ALL CROSSINGS MUST BE IN ACCORDANCE WITH JURISDICTIONAL PERMITTING/UTILITY AUTHORITIES REGULATIONS. 4.WHEN THESE PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE, THE CONTRACTOR MUST EXTEND ALL UTILITY SERVICES, INCLUDING BUT NOT LIMITED TO STORM, SANITARY, UTILITIES, AND IRRIGATION LINES, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE CONTRACTOR IS RESPONSIBLE. THE CONTRACTOR MUST CAP ENDS OF INSTALLED UTILITIES AS APPROPRIATE, MARK UTILITY ENDS WITH MAGNETIC TRACER TAPE, MARK TERMINUS LOCATIONS WITH A 2 IN X 4 FT STAKE, AND MUST NOTE THE LOCATION OF ALL UTILITY STUBS ON A CLEAN COPY OF THE PLAN. THIS RECORD DOCUMENT MUST BE PREPARED IN A NEAT AND WORKMAN-LIKE MANNER AND TURNED OVER TO THE OWNER/DEVELOPER UPON COMPLETION OF THE WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST. 5.UNLESS INDICATED OTHERWISE, ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC., MUST BE INSTALLED UNDERGROUND. ALL NEW UTILITY SERVICES MUST BE INSTALLED IN ACCORDANCE WITH THE UTILITY SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS. 6.SANITARY PIPE MUST BE POLYVINYL CHLORIDE (PVC) SDR 35 EXCEPT WHERE CLEARLY INDICATED OTHERWISE. SANITARY LATERAL(S) MUST BE PVC SDR 26 UNLESS CLEARLY INDICATED OTHERWISE. 7.UNLESS CLEARLY INDICATED OTHERWISE ALL SANITARY PIPE MUST BE: A.FOR PIPES LESS THAN TWELVE (12) FEET DEEP: POLYVINYL CHLORIDE (PVC) SDR 35 PER ASTM D3034. B.FOR PIPES GREATER THAN TWELVE (12) FEET DEEP: POLYVINYL CHLORIDE (PVC) SDR 26 PER ASTM D3034. C.UNLESS LOCAL OR STATE BUILDING / PLUMBING CODE CLEARLY SPECIFIES DIFFERENTLY, SANITARY LATERALS MUST BE PVC SDR 26. D.FOR ALL UTILITY PIPING (INCLUDING DRAIN) WITHIN TEN (10) FEET OF A BUILDING, PIPE MATERIAL MUST COMPLY WITH APPLICABLE LOCAL OR STATE BUILDING AND PLUMBING CODES. CONTRACTOR MUST REFER TO PLUMBING ENGINEERING PLANS AND VERIFY PIPE MATERIAL WITH LOCAL OFFICIAL PRIOR TO ORDERING OF MATERIALS. E.CONTRACTOR MUST VERIFY THE CONNECTION OF EXTERIOR PIPING TO ANY FIXTURES (SUCH AS AN EXTERIOR GREASE INTERCEPTOR) OR OTHER DRAINAGE SYSTEMS WITH LOCAL OFFICIALS FOR COMPLIANCE WITH APPLICABLE LOCAL OR STATE BUILDING AND PLUMBING CODES PRIOR TO ORDERING OF MATERIALS. 8.WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL WATER COMPANY. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE CEMENT-LINED DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE APPLICABLE AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION. 9.GAS METERS MUST BE PROTECTED AS REQUIRED BY THE JURISDICTIONAL GAS PROVIDER. 10.TRANSFORMERS AND SWITCH GEARS: GC MUST PROVIDE ALL APPURTENANCES IN ACCORDANCE WITH UTILITY COMPANY SPECIFICATIONS AND CARRY SAME IN BASE BID. APPURTENANCES MUST INCLUDE, BUT NOT BE LIMITED TO, THE CONCRETE PAD, SECONDARY SPILL CONTAINMENT AREAS (IF REQUIRED), BOLLARD / VEHICULAR PROTECTION, AND OTHER ITEMS AS MAY BE REQUIRED BY THE UTILITY PROVIDER FOR INSTALLATION OF THE TRANSFORMER AND SWITCH GEAR (IF REQUIRED). GC MUST COORDINATE ALL ASPECTS OF INSTALLATION WITH UTILITY PROVIDER PRIOR TO ORDERING OF MATERIALS AND NOTIFY DESIGN ENGINEER OF ANY CONFLICTS IN WRITING. MASSACHUSETTS GRADING NOTES (Rev. 10/2025) 1.PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY SIX (6) INCHES ABOVE PAVEMENT GRADE UNLESS OTHERWISE NOTED. 2.THE CONTRACTOR MUST CONFIRM AND ENSURE THAT AS CONSTRUCTED IMPROVEMENTS CREATE THE FOLLOWING MINIMUM SLOPES (EXCEPT WHERE ADA REQUIREMENTS LIMIT THEM): 1.0% ON ALL CONCRETE SURFACES, 1.5% ON ASPHALT SURFACES, 1.5% IN LANDSCAPED AREAS AND 0.75% SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS TO PROVIDE POSITIVE DRAINAGE. 3.WHERE RETAINING WALLS ARE IDENTIFIED ON THE PLANS, TOP AND BOTTOM OF WALL ELEVATIONS (GH & GL) REPRESENT THE PROPOSED FINISHED GRADE AT THE FACE OF THE TOP AND THE BOTTOM OF THE WALL AND DO NOT REPRESENT THE OVERALL HEIGHT OF THE WALL TO ITS EXTENTS (I.E. ANY CAP UNITS OR COURSES BELOW GRADE INCLUDING FOOTINGS ARE EXCLUDED). WALL FOOTINGS/FOUNDATION ELEVATIONS ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR OR WALL DESIGNER, AND MUST BE SET BASED UPON FINAL STRUCTURAL DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTION OCCURS. THE CONTRACTOR MUST ENSURE THAT THERE ARE NO UTILITIES ON THE PASSIVE SIDE OF THE RETAINING WALL. NO EXCAVATION MAY BE PERFORMED ON THE PASSIVE SIDE OF THE RETAINING WALL WITHOUT APPROPRIATELY AND SAFELY SUPPORTING THE WALL IN ACCORDANCE WITH THE STANDARD OF CARE AND ALL APPLICABLE RULES, REGULATIONS, CODES, ORDINANCES, LAWS AND STATUTES. 4.MSE OR GRAVITY BLOCK WALLS MUST BE CONSTRUCTED SUCH THAT UPON COMPLETION OF CONSTRUCTION THERE IS NO UNFINISHED SURFACE OR LIFTING RINGS VISIBLE (E.G. USE OF FINISHED TOP BLOCK OR CAP STONES) 5.STORMWATER RUNOFF WITHIN PROPERTY MUST BE COLLECTED ON-SITE WITH NO OVERLAND RUNOFF ONTO THE RIGHT-OF-WAY OR ADJACENT PROPERTIES TO THE MAXIMUM EXTENT POSSIBLE OR IN THE MANNER SHOWN ON THE CONSTRUCTION DRAWINGS. STORMWATER RUNOFF ONTO ADJACENT PROPERTIES MUST BE CONTROLLED AS TO NOT ADVERSELY IMPACT SAID PROPERTIES. 6.BEFORE COMMENCING GRADING WORK, CONTRACTOR MUST SUBMIT SAMPLES OF ALL NATIVE AND IMPORTED MATERIALS WITH THEIR INTENDED FOR STRUCTURAL USES TO THE GEOTECHNICAL ENGINEER OF RECORD. 7.REFER TO GENERAL NOTES SHEET FOR ADDITIONAL ADA GUIDELINES AND REQUIREMENTS. 8.FOR ALL RETAINING WALLS FOUR (4) FEET OR GREATER IN HEIGHT (HEIGHT AS DEFINED IN INTERNATIONAL BUILDING CODE AND STATE BUILDING CODE): A.THE OWNER OR THE OWNER'S CONTRACTOR IS TO PROVIDE A SITE-SPECIFIC RETAINING WALL DESIGN PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED (E.G. STRUCTURAL ENGINEER) IN THE STATE WHERE THE CONSTRUCTION OCCURS. SOIL TYPES, WATER TABLE ELEVATION, EXISTING & PROPOSED SURROUNDING IMPROVEMENTS/CONDITIONS (INCLUDING BUT NOT LIMITED TO SLOPES, DRIVE AISLES, ROADS, FENCING, GUIDERAILS, UTILITIES, DRAINAGE FACILITIES, STRUCTURES, FOUNDATIONS), LIVE LOADS AND OTHER SITE AMENITIES THAT COULD HAVE AN INFLUENCE OR IMPACT ON THE RETAINING WALL(S) CONSTRUCTABILITY AND/OR LONGEVITY MUST BE CONSIDERED AND INCORPORATED INTO THE RETAINING WALL DESIGN AS WELL AS THE GLOBAL STABILITY ANALYSIS. B.PEER REVIEW AND GLOBAL STABILITY ANALYSIS OF THE RETAINING WALL DESIGN MUST BE COMPLETED BY THE OWNER'S GEOTECHNICAL ENGINEER TO CERTIFY THE DESIGN MEETS INDUSTRY STANDARDS FOR FACTOR OF SAFETY. SOIL TYPES, WATER TABLE ELEVATION AND DESIGN PROPERTIES AS NOTED ABOVE MUST BE FIELD CONFIRMED AND APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO WALL CONSTRUCTION. 9.CONTRACTOR MUST INSTALL CURB ALONG FACE OF BUILDING / WALL AS SHOWN TO PROVIDE CONSISTENT WIDTH ALONG LENGTH OF PROPOSED ACCESSIBLE RAMP AND RAMP LANDING TO MEET ADA/AAB REQUIREMENTS. 10.CONTRACTOR MUST REVIEW RETAINING WALL LOCATIONS VERSUS APPLICABLE STATE AND LOCAL CODES AND PROVIDE FALL PROTECTION (E.G. FENCING OR RAILING) IN ACCORDANCE WITH SAID CODE. 11.CONTRACTOR MUST COORDINATE WITH OWNER/OPERATOR TO REVIEW EXISTING DEPRESSIONS WITHIN EXISTING PAVEMENT AREAS TO REMAIN AND MUST CONFIRM THAT THE SCOPE OF WORK MUST PROVIDE POSITIVE DRAINAGE BY FIXING ANY EXISTING AREAS OF PONDING. MASSACHUSETTS ACCESSIBILITY DESIGN GUIDELINES (Rev. 10/2025) 1.IN ADDITION TO THE ACCESSIBILITY DESIGN GUIDELINES ON SHEET C-102, THE CONTRACTOR MUST ALSO ENSURE THAT ALL ACCESSIBLE COMPONENTS AND ACCESSIBLE ROUTES ARE CONSTRUCTED IN STRICT ACCORDANCE WITH THE MASSACHUSETTS ARCHITECTURAL ACCESS BOARD (AAB) REGULATIONS 521 CMR. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCIES BETWEEN THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE, AAB, AND STATE BUILDING CODE AS IT RELATES TO ANY ACCESSIBLE IMPROVEMENTS BEING CONSTRUCTED PRIOR TO COMMENCING THE WORK. APPROX LIMIT OF PROP SAWCUT (TYP) APPROX LIMIT OF PROP SAWCUT (TYP) APPROX LIMIT OF PROP SAWCUT (TYP) APPROX LIMIT OF PROP SAWCUT (TYP) LO W LO W LOWLOWLOW LO W LO W LOWLOWLOW LO W LO W LO W LO W LO W LO W LO W LO W LO W LOWLOW LO W LO W LO W LOWLOWLOW LO W LO W LOW LO W LO W LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW L O W L O W L O W L O W L O W LO W LO W LO W LO W LO W LO W LO W LO W L O W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LOW LOW LOW LOW LOW L O W L O W LOW LOW LOW LOW LOW LOW L O W L O W 77777777 4 5 6 12 20 7 14 3 MAP 97 LOT 22 N/F LANDS OF YARMOUTH 2001 ASSOCIATES DOC. #825822 LOT 2 JOHN T. MAHONEY, III LOT 8 CO M M O N W E A L T H O F M A S S . (F / K / A P E N N C E N T R A L R A I L R O A D ) S7 4 ° 2 3 ' 5 9 " W 29 0 . 7 7 ' N 0 7 ° 3 6 ' 0 1 " W 2 0 0 . 0 0 ' S85 ° 4 3 ' 5 2 " W 182 . 5 2 ' N 0 7 ° 3 6 ' 0 1 " W 2 0 0 . 0 0 ' S7 4 ° 2 3 ' 5 9 " W 29 0 . 7 7 ' S83 ° 2 2 ' 5 6 " E 238 . 1 0 ' UNREGISTERED PORTION OF MAP 97, PARCEL 22 DOC. # 435905 N/F LANDS OF GREAT STATION, LP BK. 36808, PG. 320 W E SN A D 8 3 N A D 8 3 CA P E C O D R A I L T R A I L LIMIT OF EX CONC CURB (TBR) LIMIT OF EX CONC CURB (TBR) EX CONC CURB (TBR) EX GRASS (TBR) EX GRASS (TBR) APPROX LIMIT OF WORK SHOWN FOR GRAPHICAL PURPOSES ONLY (TYP) APPROX LIMIT OF WORK SHOWN FOR GRAPHICAL PURPOSES ONLY (TYP) APPROX LIMIT OF WORK SHOWN FOR GRAPHICAL PURPOSES ONLY (TYP) APPROX LIMIT OF WORK SHOWN FOR GRAPHICAL PURPOSES ONLY (TYP) THREE (3) EX PARKING SPACES (TBR) SEVEN (7 EX PARKING SPACES TO BE REMOVED AND RELOCATED TO THE NORTH LIMIT OF EX CONC CURB (TBR) 7 THIS PLAN TO BE UTILIZED FOR DEMOLITION PURPOSES ONLY 0 SCALE:1" = 20' 20 20510 EXISTING CONDITIONS/ DEMOLITION PLAN C-201 ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/29/2026 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ M A \ 2 0 2 6 \ M A A 2 6 0 0 0 7 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - P R O P - M A A 2 6 0 0 0 7 . 0 0 - 0 A - - - - - > L A Y O U T : C - 2 0 1 E X D M OR THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: MAA260007.00-0A OCR MMA 04/29/2026 P-CIVL-PROP PROPOSED SITE PLAN DOCUMENTS CLIENT PROPOSED DEVELOPMENT 474 & 484 STATION AVENUE YARMOUTH, MA BARNSTABLE COUNTY MAP: 97 | LOT: 22 PERMIT SET 50 WASHINGTON ST., SUITE 2000 WESTBOROUGH, MA 01581 Phone:(508) 480-9900 www.BohlerEngineering.com TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R M a y 0 5 , 2 0 2 6 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. MASSACHUSETTS LICENSE No. 41530 NEW HAMPSHIRE LICENSE No. 15476 CONNECTICUT LICENSE No. 26177 RHODE ISLAND LICENSE No. 9616 MAINE LICENSE No. 12553 J.A. KUCICH PROFESSIONAL ENGINEER COMMON W E A L T H OF MASS A C H U S ETTS R EGIST E R E DP R O F ESSIONA L E N G I N E ER JOHN A. KUCI CH CI VI L N o . 4 1 5 3 0 LO W LO W LOWLOWLOW LO W LO W LOWLOWLOW LO W LO W LO W LO W LO W LO W LO W LO W LO W LOWLOW LO W LO W LO W LOWLOWLOW LO W LO W LOW LO W LO W LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW L O W L O W L O W L O W L O W LO W LO W LO W LO W LO W LO W LO W LO W L O W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LOW LOW LOW LOW LOW L O W L O W LOW LOW LOW LOW LOW LOW L O W L O W 77777777 4 5 6 20 14 3 MAP 97 LOT 22 N/F LANDS OF YARMOUTH 2001 ASSOCIATES DOC. #825822 LOT 2 JOHN T. MAHONEY, III LOT 8 CO M M O N W E A L T H O F M A S S . (F / K / A P E N N C E N T R A L R A I L R O A D ) S7 4 ° 2 3 ' 5 9 " W 29 0 . 7 7 ' N 0 7 ° 3 6 ' 0 1 " W 2 0 0 . 0 0 ' S85 ° 4 3 ' 5 2 " W 182 . 5 2 ' N 0 7 ° 3 6 ' 0 1 " W 2 0 0 . 0 0 ' S7 4 ° 2 3 ' 5 9 " W 29 0 . 7 7 ' S83 ° 2 2 ' 5 6 " E 238 . 1 0 ' UNREGISTERED PORTION OF MAP 97, PARCEL 22 DOC. # 435905 N/F LANDS OF GREAT STATION, LP BK. 36808, PG. 320 W E SN A D 8 3 N A D 8 3 CA P E C O D R A I L T R A I L APPROX LIMIT OF WORK SHOWN FOR GRAPHICAL PURPOSES ONLY (TYP) APPROX LIMIT OF WORK SHOWN FOR GRAPHICAL PURPOSES ONLY (TYP) APPROX LIMIT OF WORK SHOWN FOR GRAPHICAL PURPOSES ONLY (TYP) APPROX LIMIT OF WORK SHOWN FOR GRAPHICAL PURPOSES ONLY (TYP) 7 PROP RETAIL BUILDING ADDITION (REFER TO ARCH PLANS) 6,732± SF 8 4 5' 50 . 4 ' PROP INSTALLATION AREA (REFER TO ARCH PLANS) 2,376± SF SALES AREA 4,356± SF 2 89' 16 4 . 8 ' 10 . 0 ' (T Y P ) 20.0' (TYP) APPROX LOCATION OF PROP SEVEN (7) RELOCATED PARKING SPACES TO REPLACE SPACES TO BE REMOVED PLUS ONE SPACE FOR SPACE LOST TO NEW ADA SPACE PROP CONC CURB (TYP) PROP 5' WIDE CONC SIDEWALK (TYP) PROP CONC CURB (TYP) PROP BOLLARD (TYP OF 6) PROP CANOPY (TYP - REFER TO ARCH PLANS) PROP BOLLARD (TYP OF 5) PROP VAN ACCESSIBLE ADA SIGN ON BOLLARD (TYP) PROP 15'x30' TIRE RACK CANOPY (TYP - REFER TO ARCH PLANS) PROP DUMPSTER AREA (TO BE SHARED WITH ADJACENT TENANT) PROP BOLLARD 6' O.C. (TYP OF 5) 3'R PROP GARAGE ENTRY (TYP OF 5) PROP BUILDING ENTRY (TYP) PROP BUILDING ENTRY (TYP) PROP ADA PARKING SPACE WITH AISLE (TYP) 8'8'9' PROP PAVEMENT STRIPING (TYP) APPROX LOCATION OF PROP COLUMN (TYP - REFER TO ARCH PLANS) PROP ADA RAMP (TYP) 10 ' R 10'R 1 0 ' R 5'R 3' R 3 10 . 0 ' (T Y P ) 20.0' (TYP) PROP LSA (TYP) PROP LSA (TYP) PROP LSA (TYP) 3'R 3'R S S FF 56.10 D C-301 SITE PLAN THIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/29/2026 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ M A \ 2 0 2 6 \ M A A 2 6 0 0 0 7 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - P R O P - M A A 2 6 0 0 0 7 . 0 0 - 0 A - - - - - > L A Y O U T : C - 3 0 1 S I T E OR THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: MAA260007.00-0A OCR MMA 04/29/2026 P-CIVL-PROP PROPOSED SITE PLAN DOCUMENTS CLIENT PROPOSED DEVELOPMENT 474 & 484 STATION AVENUE YARMOUTH, MA BARNSTABLE COUNTY MAP: 97 | LOT: 22 PERMIT SET 50 WASHINGTON ST., SUITE 2000 WESTBOROUGH, MA 01581 Phone:(508) 480-9900 www.BohlerEngineering.com TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R M a y 0 5 , 2 0 2 6 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. MASSACHUSETTS LICENSE No. 41530 NEW HAMPSHIRE LICENSE No. 15476 CONNECTICUT LICENSE No. 26177 RHODE ISLAND LICENSE No. 9616 MAINE LICENSE No. 12553 J.A. KUCICH PROFESSIONAL ENGINEER COMMON W E A L T H OF MASS A C H U S ETTS R EGIST E R E DP R O F ESSIONA L E N G I N E ER JOHN A. KUCI CH CI VI L N o . 4 1 5 3 0 ZONING TABLE ZONE: B1 - BUSINESS DISTRICT & AQUIFER PROTECTION OVERLAY DISTRICT PROPOSED USE: TIRE SALES AND TIRE SERVICE / INSTALLATION (TOWN BYLAW USE H11: MISC RETAIL STORES & L5: OTHER AUTO SERVICES) MAP: 97 | LOT: 22 BULK REQUIREMENTS ITEM CODE PERMITTED EXISTING PROPOSED MIN LOT AREA 203.5 25,000 SF 416,433 SF (9.57 AC.)NO CHANGE MIN LOT FRONTAGE 203.5 150 FT >150 FT NO CHANGE MIN YARD SETBACKS FRONT YARD 203.5, NOTE J 75 FT 148.1 FT NO CHANGE SIDE YARD 203.5 25 FT 221.4 FT 164.8 FT REAR YARD 203.5 20 FT 136.7 FT 89.0 FT MAX PERMITTED HEIGHT 203.4.2 35 FT 33.8 FT <35.0 FT MAX BUILDING COVERAGE 203.5 25%15.1%17.2% MIN PARKING SETBACKS FOR BUSINESS DISTRICTS PARKING BUFFER TO ROW 301.4.9 20 FT >20 FT NO CHANGE BUFFER TO PROPERTY LINES 301.4.9 10 FT >10 FT NO CHANGE KEY =VARIANCE REQUIRED 0 SCALE:1" = 20' 20 20510 PARKING REQUIREMENTS ITEM CODE PERMITTED EXISTING PROPOSED MIN STALL SIZE 301.4.2 10 FT X 20 FT (1)10 FT X 20 FT 10 FT X 20 FT MIN AISLE WIDTH 301.4.3 20-24 FT 20-30 FT NO CHANGE LOADING REQUIREMENTS 301.6 AS NEEDED N/A N/A MIN LOADING SIZE -N/A N/A N/A MIN NUMBER OF STALLS (2)301.5 190±323 318 MIN NUMBER OF ADA STALLS 1 12 13 (1) 1O FT X 18 FT ALLOW IF SPACE FOR A 2.5 FT BUMPER OVERHANG (2) PARKING COUNTS INCLUDE ADJACENT LOT 23-C1 REQUIRED FOR USE (PROPOSED TIRE SALES AND INSTALLATION): RETAIL AREA: 1 SPACE PER 7 OCCUPANTS. OCCUPANCY LOAD = 4268 SF / 60 SF/PERSON = 72, 72 OCCUPANTS / 7 = 10 SPACES TIRE INSTALLATION AREA: 1 SPACE PER 2 OCCUPANTS. OCCUPANCY LOAD = 8, 8 OCCUPANTS / 2 = 4 SPACES KEY =VARIANCE REQUIRED