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433-439 Station Ave COMPLETE DRC PACKET 111425
From:Williams, Kathleen To:Dick Martin (dick@capecodera.com); Peter Malpass; Peter Slovak (pslovak@verizon.net); Sara J Porter (sjparch@comcast.net) Cc:Eldredge, Meggan Subject:Design Review Committee Meeting - 11/14/25 Date:Wednesday, November 12, 2025 6:42:00 PM Attachments:Previous DRC Application for Coffee Shop with Alterate Site Layout.pdf Hi Guys, Please find attached the DRC Meeting Agenda for the Friday November 14th meeting at 4:00 PM in Conference Room A (upper level of Town Hall). The full application is available online at: https://www.yarmouth.ma.us/AgendaCenter/ViewFile/Agenda/_11142025-4602 Due to the size of the materials, I will send the meeting packet via a separate email to be sure everyone gets this email. 433-439 Station Avenue: The applicant is proposing to raze the Sunoco building and the adjacent physical therapy offices to allow for the construction of a new fast food restaurant (Taco Bell) with drive through and associated site work. They will need a variety of relief from the Zoning Board of Appeals. The applicant had met with town staff in June where we expressed concerns about vehicle/pedestrian traffic circulation. The Taco Bell will likely be a big draw for the DY students as well as the pedestrian safety concerns along Station Avenue which were identified as part of the Cape Cod Commission Station Avenue Corridor Study. The applicant had a traffic study done for the driveways and the Old Town House/Station Avenue intersections with the conclusion that “Project-related traffic increases will not result in significant increases in overall traffic volumes or traffic delays within the study area”, and “In general, Project-related traffic can be adequately accommodated within the existing infrastructure with minimal impact on the traffic operations within the study area.” There does not appear to be anything directly related to pedestrian safety. The on-site circulation creates a number of conflict points, especially for those entering from Old Town House Road going to the drive-through which may also result in blocking of some parking spaces. They are also showing the required stacking area for 10 cars as bumper to bumper whereas the bylaw requires 23’ per car. I sent them the previous site layout the DRC reviewed for the Coffee Shop (see attached) which created far fewer conflicts (and less likely to be used as a cut through). I have also been told Taco Bell gets deliveries via a WB-67 tractor trailer (very large). Deliveries would need to be made off hours as the truck would further block site circulation. No changes to the site layout were made based on staff comments. Site Work: 1. Buffers: The proposed project does provide a 20’ vegetated buffer along the public ways and 10’ side buffer. Need more street trees and buffer trees to meet the zoning bylaw. All plantings to be native. 2. Lighting: Height of site lighting and overall footcandles exceed the bylaw. Architecture: 1. No modulations of the building facades which exceed 50’. 2. Consider some alternating of materials. Backside of projections at top of the building should have clapboard. 3. Murals are not allowed in the zoning bylaw. Faux windows instead? Hard copies are here at the Community Development window. 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 EXAMPLE - PREVIOUS COFFEE SHOP PROPOSAL FOR THE SITE EXAMPLE - PREVIOUS COFFEE SHOP PROPOSAL FOR THE SITE EXAMPLE - PREVIOUS COFFEE SHOP PROPOSAL FOR THE SITE EXAMPLE - PREVIOUS COFFEE SHOP PROPOSAL FOR THE SITE 433 & 437 Station Ave 200 ft N➤➤N Image © 2025 Airbus Image © 2025 Airbus Image © 2025 Airbus 10/14/2025xxNov 14, 20254:00PM YARMOUTH DESIGN REVIEW MATERIALS SPECIFICATION SHEET Provide color chips and or material samples where necessary. Applicant:______________________________________________________________ Project Location:______________________________________________________________ Siding Type & Material(s): Color(s): Roof Material & Pitch(es): Color(s): Windows: Wood Other (specify) Color(s): Doors: Wood Other (specify) Color(s): Trim Size: Windows & Doors____; Corner Boards___; Soffits____; Rakes____; Fascia____ Color(s): Trim Material: Wood Other (specify) Color(s): Shutters: Wood/Vinyl/Other-Paneled/Louvered Color(s): Gutters: Wood Other (specify) Color(s): Garage Doors: Material; Size; Style Color(s): Decks And Railings: Wood Other (specify) Color(s): Fencing: Wood Other (specify) Size: Color(s): (Show Layout And Running Footage On Site Plan) Retaining Wall(s): Pressure Treated/Fieldstone/Other (Show Layout And Running Footage On Site Plan) Signs: (Show On Plan) Size; Style Color(s): Additional Information:____________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ 60"48" 18x24 C02FACPOFFICE SITE DEVELOPMENT PLANSPROPOSED TACO BELL RESTAURANT ASSESSORS MAP 88 LOT 87 & 88433, 437, & 439 STATION AVENUEYARMOUTH, MASSACHUSETTS SITE LOCATION MAP (NOT TO SCALE) PROJECT LOCATION STATION AVENUE OLD T O W N H O U S E R O A D Sheet List Table Sheet Number Sheet Title T1 TITLE SHEET T1.1 GENERAL NOTES E1 EXISTING CONDITIONS PLAN E1.1 EXISTING CONDITIONS PLAN D1 DEMOLITION PLAN C1.1 SITE PLAN C2 GRADING AND DRAINAGE PLAN C3 UTILITY PLAN C4 EROSION & SEDIMENT CONTROL PLAN C5 CONSTRUCTION DETAILS C6 CONSTRUCTION DETAILS C7 CONSTRUCTION DETAILS C8 CONSTRUCTION DETAILS C9 CONSTRUCTION DETAILS C10 CONSTRUCTION DETAILS C12 SIGN & GRAPHICS PLAN L1 LANDSCAPE PLAN VT VEHICLE TURNING MOVEMENT PLAN LO LIGHTING PLAN A4.0 EXTERIOR ELEVATIONS P:\2025000275-000\04-DRAWINGS\CIVIL\SHEETS\TITLE SHEET.DWGREVISIONS PROJECT INFO ENGINEER DRAWN BY CHECKED BY DRAWING NO. NOTICE: McClure Engineering Co. is not responsible or liable for any issues, claims, damages, or losses (collectively, “Losses”) which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for Losses which arise from failure to obtain and/or follow the engineers’ or surveyors' guidance with respect to any alleged errors, omissions, inconsistences, ambiguities, or conflicts contained within the Plans and Specifications. Ankeny,IA | Carroll,IA Cedar Rapids,IA | Clive,IA Coralville,IA | Council Bluffs,IA Fort Dodge,IA | Sioux City,IA Columbia,MO | Macon,MO North Kansas City,MO Lenexa, KS Portsmouth, NH | Boston, MA 2025000275-000 PROPOSED FAST FOOD RESTAURANT433, 437, & 439 STATION AVENUEYARMOUTH, MA 02664T1 BLR BLR NID 225 Friend Street Suite 805 Boston, MA 02114 P 617-466-6765 --- --- --- --- --- --- --- --- 10/10/2025 TITLE SHEETWHITES PATHFORSYTHE AVE GENERAL NOTES: 1.EXISTING BOUNDARY, TOPOGRAPHIC INFORMATION, AND SITE FEATURES SHOWN ARE BASED UPON A FIELD SURVEY CONDUCTED BY MCCLURE ENGINEERING COMPANY OF PORTSMOUTH, NEW HAMPSHIRE IN SEPTEMBER OF 2025. 2.PLANS REFERENCE MA STATE PLANE MAINLAND ZONE NAD83 AND VERTICAL DATUM NAVD88. 3.PROPERTY LOCATED AT 433, 437, & 439 STATION AVENUE, YARMOUTH, MASSACHUSETTS. 4.ASSESSORS MAP: MAP 88; LOTS 87 & 88. 5.ZONING DISTRICT: NEIGHBORHOOD BUSINESS (B1), OVERLAY DISTRICT: AQUIFER PROTECTION OVERLAY DISTRICT (APD) 6.EXISTING USE: AUTOMOTIVE SERVICE AND PHYSICAL THERAPY PROPOSED USE: FAST FOOD RESTAURANT (2,094 SF) WITH DRIVE-THRU 7.WRITTEN DIMENSIONS ON THIS PLANSET SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. THE CONTRACTOR IS ADVISED TO EXERCISE CAUTION WHEN SCALING REPRODUCED PLANS AND ADVISE THE ENGINEER OF ANY DISCREPANCIES. 8.ALL CONSTRUCTION MUST COMPLY WITH THE APPLICABLE CODES, STANDARDS, AND REGULATIONS OF THE TOWN OF YARMOUTH, COMMONWEALTH OF MASSACHUSETTS, AND ALL RELEVANT FEDERAL AGENCIES. 9.ALL SITE AND BUILDING CONSTRUCTION SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT (ADA) OF 1990 AND THE MASSACHUSETTS ARCHITECTURAL ACCESS BOARD (AAB) REGULATIONS, LATEST EDITION. 10.THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION FOR THIS PROJECT. ALL CONSTRUCTION SHALL CONFORM TO THESE PLANS AND ANY STANDARD CONSTRUCTION DRAWINGS PROVIDED BY THE OWNER AND/OR DEVELOPER. 11.LOCATIONS OF EXISTING SUBSURFACE UTILITIES SHOWN ON THESE PLANS ARE BASED UPON RECORDS AVAILABLE TO THE ENGINEER AND ARE NOT GUARANTEED. LOCATIONS OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO PERFORMING ANY WORK. 12.THE CONTRACTOR SHALL NOTIFY AND COORDINATE WITH DIGSAFE AT 811 PRIOR TO ANY EXCAVATION. 13.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR CONSTRUCTION ACTIVITIES. A SIGN PERMIT SHALL BE OBTAINED PRIOR TO FABRICATION AND/OR INSTALLATION. 14.ALL CONSTRUCTION IN PUBLIC RIGHTS OF WAY SHALL CONFORM TO THE APPLICABLE LOCAL REGULATIONS INCLUDING PUBLIC WORKS AND ENGINEERING STANDARDS, COMMONWEALTH OF MASSACHUSETTS, AND MASSACHUSETTS DEPARTMENT OF TRANSPORTATION (MASSDOT) REQUIREMENTS. 15.DURING OPERATIONS WITHIN PUBLIC RIGHT-OF-WAY, THE CONTRACTOR SHALL EMPLOY TRAFFIC CONTROL AND TEMPORARY CONSTRUCTION SIGNING ARRANGEMENTS IN ACCORDANCE WITH LOCAL AND STATE REQUIREMENTS. 16.SNOW STORAGE AREAS ARE SHOWN ON THE SITE PLAN. ANY SNOW IN EXCESS OF THE STORAGE AREAS SHOWN WILL BE REMOVED AND DISPOSED OFF PROPERTY. 17.CONTRACTOR TO MAINTAIN ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES. 18.THE CONTRACTOR SHALL ADHERE TO ALL PERMIT CONDITIONS ISSUED BY LOCAL, STATE, AND FEDERAL AGENCIES. 19.AN AS-BUILT SHALL BE SUBMITTED UPON OCCUPANCY FOR ALL WORK ON SITE AND SHALL INCLUDE DESIGN ENGINEER & LAND SURVEYOR CERTIFICATION NOTES STATING THE DEVELOPMENT AS BEEN BUILT ACCORDING TO THE APPROVED PLANS. 20. ALL BOARD OF HEALTH PERMITS MUST BE OBTAINED PRIOR TO OPERATION. 21.THE PROJECT REQUIRES RELIEF FROM THE FOLLOWING SECTIONS OF THE ZONING BYLAW: ·SECTION 301.8: "ANY OUTDOOR SERVICE FACILITY (INCLUDING MENU BOARDS, SPEAKERS, ETC.) SHALL BE A MINIMUM OF 100 FEET FROM ANY RESIDENTIAL USE OR ZONE. ·SECTION 301.4.3: "DRIVEWAYS SUBJECT TO THIS SECTION SHALL HAVE TWO HUNDRED FIFTY (250) FEET VISIBILITY IN EACH TRAVEL DIRECTION AND SHALL BE COMPRISED OF TWO (2) TRAVEL LANES EACH NOT MORE THAN TWELVE (12) FEET NOR LESS THAN TEN (10) FEET IN WIDTH; A MINIMUM CURB RADIUS OF 25 FEET SHALL BE PROVIDED." ·SECTION 301.4.1: "PARKING AREAS SHALL BE LOCATED AT THE SIDE AND/OR REAR OF A PRINCIPAL STRUCTURE(S), UNLESS THE SITE PLAN REVIEW TEAM DETERMINES THAT THE ALREADY DEVELOPED SITE WORK MAKES SUCH PLACEMENT IMPOSSIBLE. PARKING ON THE SIDE OF STRUCTURES SHALL BE LOCATED BEHIND THE MINIMUM FRONT YARD SETBACK SHOWN IN SECTION 203.5 – TABLE OF DIMENSIONAL REQUIREMENTS. APPLICABLE PROPERTIES IN THE HMOD2, AS DEFINED IN SECTION 404.2.2, HAVING PROPERTY LINES ABUTTING NANTUCKET SOUND MAY LOCATE PARKING AREAS TO THE FRONT OF THE STRUCTURE(S). IF NECESSARY, HANDICAPPED PARKING MAY BE LOCATED TO THE FRONT OF A BUILDING IN ORDER TO COMPLY WITH 521 CMR, THE RULES AND REGULATIONS OF THE ARCHITECTURAL ACCESS BOARD. ·SECTION 202.5: SPECIAL PERMIT FOR AN EATING AND DRINKING ESTABLISHMENT IN THE AQUIFER PROTECTION DISTRICT (APD). DEMOLITION NOTES: 1.DEMOLITION ACTIVITIES SHALL ADHERE TO ALL FEDERAL, STATE, AND LOCAL REGULATIONS. EROSION AND SEDIMENTATION CONTROL MEASURES MUST BE INSTALLED PRIOR TO THE START OF DEMOLITION. 2.THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THE SAFETY OF ALL PERSONNEL AND PREVENTING DAMAGE TO ADJACENT STRUCTURES AND SITE IMPROVEMENTS DURING DEMOLITION. 3.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A DEMOLITION PERMIT FROM THE MUNICIPALITY PRIOR TO COMMENCEMENT OF THE WORK. 4.DEMOLITION ACTIVITIES SHALL BE CONDUCTED IN A MANNER TO ENSURE MINIMUM INTERFERENCE WITH PUBLIC ACCESS AREAS INCLUDING ROADS, SIDEWALKS, AND ADJACENT FACILITIES. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS. 5.CONTRACTOR SHALL NOTIFY AND COORDINATE WITH DIGSAFE AT 811 PRIOR TO ANY EXCAVATION. ALL EXISTING UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE RESPECTIVE UTILITY PROVIDER. 6.USE WATER OR ALTERNATIVE APPROVED DUST CONTROL METHODS TO LIMIT THE AMOUNT OF DUST IN THE AIR DURING DEMOLITION. 7.EXPLOSIVES ARE PROHIBITED UNLESS OTHERWISE NOTED. PERMISSION AND WRITTEN CONSENT MUST BE PROVIDED BY THE DEVELOPER AND AUTHORITIES PRIOR TO USE. 8.ALL VOIDS RESULTING FROM DEMOLITION SHALL BE BACKFILLED WITH COMPACTED, GRANULAR MATERIAL FREE OF ORGANICS AND DEBRIS. BACKFILL SHALL BE PLACED IN LIFTS NOT EXCEEDING 6 INCHES AND COMPACTED TO 95% OPTIMUM DENSITY. 9.ALL DEBRIS AND WASTE RESULTING FROM DEMOLITION SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. NO MATERIALS SHALL BE STORED, SOLD, OR BURNED ON SITE. 10.SHUT OFF, DISCONNECT, AND SEAL ALL UTILITIES SERVING ANY STRUCTURES INDICATED TO BE DEMOLISHED PRIOR TO COMMENCEMENT OF THE DEMOLITION ACTIVITY. LOCATE ALL UTILITY, DRAINAGE, AND SANITARY LINES AROUND THE DEMOLITION. PROTECT ALL ACTIVE DRAINAGE OR UTILITY LINES. NOTIFY THE ENGINEER 48 HOURS IN ADVANCE OF ANY UTILITY SERVICE INTERUPTIONS. NOTIFY ALL APPLICABLE UTILITY COMPANIES TO ENSURE CONTINUATION OF THE SERVICE. 11.FEATURES LABELED ON THE PLANS “TO BE REMOVED" OR “REMOVE AND DISPOSE” ARE DESIGNATED FOR DEMOLITION. ALL OTHER EXISTING FEATURES SHALL REMAIN UNLESS SPECIFIED OTHERWISE. 12.CONTRACTOR SHALL PROTECT EXISTING TREES AND PLANTINGS, WALLS, PAVEMENTS, AND SITE FEATURES NOT DESIGNATED FOR REMOVAL. 13.ANY DAMAGE TO EXISTING ROADWAYS, INFRASTRUCTURE, OR PROPERTIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 14.ALL EXISTING GRASS, LANDSCAPED, OR VEGETATED AREAS WITHIN THE LIMITS OF WORK PROPOSED TO BE RECONSTRUCTED AS PAVEMENT, SIDEWALK, OR OTHER STRUCTURE SHALL HAVE ALL PLANTINGS, SHRUBS, MULCHES, TOPSOIL, AND ORGANIC MATERIAL REMOVED TO FULL DEPTH PRIOR TO PREPARING SUBGRADE. TOPSOIL SHALL BE STOCKPILED AND REUSED IN PROPOSED LANDSCAPE AREAS AND/OR REMOVED FROM THE SITE UPON COMPLETION. 15.THE LOCATION OF THE EXISTING SEPTIC SYSTEM FOR LOT 88-87 IS UNKNOWN. CONTRACTOR SHALL LOCATE AND REMOVE SYSTEM IN ACCORDANCE WITH STATE REGULATIONS. GRADING & DRAINAGE NOTES: 1.ELEVATIONS SHOWN ARE REFERENCED TO VERTICAL DATUM NAVD88. 2.CONTRACTOR SHALL VERIFY EXISTING SITE ELEVATIONS UPON ESTABLISHING CONTROL ON THE SITE. ANY DEVIATIONS BETWEEN EXISTING TOPOGRAPHY AND THAT SHOWN ON THE PLANS SHALL BE IDENTIFIED AND COORDINATED WITH THE ENGINEER. 3.ALL PROPOSED STRUCTURES, SIDEWALKS, AND PAVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE PLAN GRADES, OR AS OTHERWISE DIRECTED BY THE ENGINEER. 4.ALL PROPOSED ELEVATIONS SHOWN ON THE PLANS AT PAVEMENT AREAS ADJACENT TO CURBING REPRESENT THE BOTTOM OF THE CURB UNLESS OTHERWISE SPECIFIED. 5.CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS. 6.WHERE PROPOSED PAVEMENT MEETS EXISTING, EXISTING PAVEMENT SHALL BE SAWCUT AND A PAVEMENT JOINT SHALL BE INSTALLED TO ENSURE A SMOOTH AND CONTINUOUS GRADE. 7.IN LANDSCAPED AREAS, THE TOP/RIM ELEVATION OF MANHOLES SHALL MATCH THE FINISH GRADE OF THE TOPSOIL. IN PAVED AREAS, THE TOP/RIM ELEVATION OF MANHOLES SHALL MATCH FINISH GRADE. 8.ALL PROPOSED CATCH BASINS SHALL BE CONSTRUCTED WITH 4-FOOT SUMPS. OUTLETS SHALL BE FITTED WITH AN APPROVED OUTLET HOOD TO PREVENT SEDIMENT MIGRATION. 9.ALL PROPOSED STORM DRAINAGE PIPE SHALL BE DUAL-WALL, CORRUGATED HDPE WITH A SMOOTH INTERIOR AND STANDARD JOINTS, AS MANUFACTURED BY ADS, INC., OR APPROVED EQUAL, UNLESS OTHERWISE NOTED ON THE PLANS. 10.ALL ROOF DRAIN PIPE SHALL BE 6" PVC (SDR-35), EXCEPT WITHIN 10 FEET OF A BUILDING FOUNDATION WHERE CAST IRON PIPE SHALL BE USED. COORDINATE WITH PLUMBING ENGINEER AND/OR INSPECTOR. 11.THE CONTRACTOR IS RESPONSIBLE FOR FIELD-ADJUSTING GRADES TO ENSURE PROPER DRAINAGE FROM ALL SURFACES. 12.ALL ADA ACCESSIBLE WALKWAYS AND CROSSWALKS SHALL NOT EXCEED 5% RUNNING SLOPE AND 2% CROSS SLOPE. ACCESSIBLE RAMPS SHALL NOT EXCEED 8.33% RUNNING SLOPE AND 2% CROSS SLOPE. ACCESSIBLE PARKING STALLS AND ACCESS AISLES CANNOT EXCEED 2% SLOPE IN ANY DIRECTION. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. 13.THE CONTRACTOR SHALL COORDINATE THE SCHEDULE AND TIMING OF FINAL GRADING WITH LOAM AND SEEDING OPERATIONS. 14.PIPE DATA PROVIDED ON PLANS IS CALCULATED TO CENTER OF STRUCTURE. 15.ALL PROPOSED DRAINAGE STRUCTURES SHALL BE CLEANED PRIOR TO FINAL ACCEPTANCE. UTILITY NOTES: 1.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND BASED ON INFORMATION AVAILABLE TO THE SURVEYOR AND ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT DIG SAFE (DIAL 811) AND THE LOCAL WATER DEPARTMENT AND UTILITY PROVIDERS AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION TO HAVE ALL UTILITIES LOCATED AND MARKED. 2.THE SITE IS SERVED BY MUNICIPAL WATER AND PRIVATE ONSITE SEPTIC SYSTEM. CONTRACTOR SHALL COORDINATE WITH THE LOCAL WATER DEPARTMENT FOR ACCESS TO WATER DURING CONSTRUCTION. USE OF A BACKFLOW PREVENTER MAY BE REQUIRED. APPLICATION AND PAYMENT OF ALL ASSOCIATED FEES IS THE RESPONSIBILITY OF THE CONTRACTOR. 3.CONTRACTOR SHALL COMPLY WITH OSHA TRENCHING AND SHORING REQUIREMENTS FOR ALL UTILITY TRENCHING AND INSTALLATION. 4.WATER SERVICE INSTALLATION SHALL CONFORM TO MUNICIPAL AND/OR LOCAL WATER DEPARTMENT STANDARDS. 5.THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO DISCONNECT AND CAP ALL UTILITIES SERVING FEATURES TO BE DEMOLISHED. 6.ALL NEW ELECTRIC AND COMMUNICATION LINES SHALL BE INSTALLED UNDERGROUND IN CONFORMANCE WITH THE UTILITY COMPANY'S SPECIFICATIONS. 7.ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI. 8.ANY UTILITY FIELD ADJUSTMENTS SHALL BE APPROVED BY THE ENGINEER OF RECORD AND COORDINATED WITH THE APPROPRIATE LOCAL UTILITY COMPANY. 9.CONTRACTOR SHALL PROVIDE MARKING TAPE FOR ALL UNDERGROUND UTILITIES. 10.ALL SEWER SERVICES SHALL BE PVC SDR-35 PIPE, WITH A MINIMUM SLOPE OF 2% UNLESS OTHERWISE NOTED. 11.A MINIMUM OF 10 FEET CLEAR HORIZONTALLY SHALL BE MAINTAINED BETWEEN WATER MAINS AND SANITARY SEWER MAINS AND/OR STORM DRAINS. WHEN CONDITIONS PREVENT ACHIEVING A SEPARATION OF 10 FEET LATERALLY, THE WATER MAIN SHALL BE LAID IN A SEPARATE TRENCH AND THE VERTICAL SEPARATION BETWEEN THE UTILITIES SHALL BE AT LEAST 18 INCHES. 12.ALL WATER PIPE SHALL BE COPPER (TYPE K) UNLESS OTHERWISE NOTED. EROSION CONTROL NOTES: 1.EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND SHALL BE ADEQUATE TO PREVENT EROSION AND SEDIMENT MIGRATION FROM THE SITE. ANY MODIFICATIONS TO EROSION AND SEDIMENTATION CONTROLS PROPOSED IN THESE PLANS SHALL BE INSTALLED IN ACCORDANCE WITH THE MASSACHUSETTS 2003 EROSION & SEDIMENT CONTROL GUIDELINES FOR URBAN AND SUBURBAN AREAS. 2.EROSION AND SEDIMENT CONTROL PRACTICES MUST REMAIN IN PLACE THROUGHOUT CONSTRUCTION UNTIL FINAL SITE STABILIZATION IS COMPLETE AND VEGETATIVE COVER HAS BEEN ESTABLISHED. 3.DISTURBED OR EXPOSED SOIL AREAS SHOULD BE TEMPORARILY STABILIZED USING SEEDING OR MULCH AS SOON AS POSSIBLE. NO PORTION OF THE SITE SHOULD REMAIN UNSTABILIZED FOR MORE THAN SIX MONTHS OR LONGER THAN NECESSARY TO COMPLETE THE ASSOCIATED WORK. 4.EROSION CONTROL DEVICES SHALL BE REGULARLY MONITORED, MAINTAINED, AND REPLACED OR REPAIRED AS NEEDED THROUGHOUT CONSTRUCTION. INSPECTIONS SHALL OCCUR WEEKLY AND IMMEDIATELY BEFORE AND AFTER EACH RAIN EVENT 5.ALL DEWATERING OPERATIONS MUST DISCHARGE DIRECTLY INTO A SEDIMENT FILTER AREA. 6.DURING CONSTRUCTION, AREAS OF EXPOSED SOIL THAT WILL NOT BE COVERED AND GRADED TO FINISH GRADE SHALL BE STABILIZED AS SOON AS PRACTICABLE BUT NOT MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY. TEMPORARY EROSION CONTROL MEASURES SHALL INCLUDE EROSION CONTROL MESH, NETTING OR MULCH AS DIRECTED BY THE ENGINEER. IF MULCH IS USED, STRAW MULCH SHALL BE APPLIED AT THE RATE OF 4 BALES PER 1,000 SQUARE FEET. APPLICATION AREA SHALL BE COVERED WITH MULCH TO AVOID VISIBLE SOIL EXPOSURE. . 7.IF DISTURBED AREAS DO NOT RECEIVE FINAL SEEDING BY OCTOBER 1ST OF THE CONSTRUCTION YEAR, THEN ALL DISTURBED AREAS SHALL BE SEEDED WITH A WINTER COVER CROP AT THE RATE OF 3 LBS PER 1,000 SQUARE FEET. WINTER SEEDING SHALL BE COVERED WITH EROSION CONTROL MESH. 8.ALL SEDIMENT BARRIERS, SEDIMENT TRAPS, SILT SACKS, AND EROSION CONTROL BERMS SHALL BE INSTALLED IN ACCORDANCE WITH THE EROSION CONTROL PLAN AND MAINTAINED DURING CONSTRUCTION. BARRIERS AND TRAPS ARE TO BE MAINTAINED AND CLEANED UNTIL ALL SLOPES HAVE A HEALTHY STAND OF GRASS. 9.SILT SACKS SHALL BE INSTALLED AT ALL EXISTING & PROPOSED CATCH BASINS. NO SEDIMENTS SHALL ENTER THE DRAINAGE SYSTEMS AT ANY TIME. 10.PAVED ROADWAYS AND PARKING LOTS MUST BE KEPT CLEAN AT ALL TIMES. PROVIDE SWEEPING ON A DAILY BASIS OR AS DIRECTED BY THE ENGINEER OR TOWN. 11.STOCKPILED MATERIALS SHALL BE PLACED ONLY IN AREAS SHOWN ON THE PLANS. STOCKPILES SHALL BE PROTECTED BY SEDIMENT CONTROLS AND SEEDED TO PREVENT EROSION. THESE MEASURES SHALL REMAIN UNTIL ALL MATERIAL HAS BEEN PLACED OR DISPOSED OFF SITE. 12.ALL DISTURBED AREAS SHALL BE LOAMED AND SEEDED. A MINIMUM OF 4 INCHES OF LOAM SHALL BE INSTALLED WITH NO LESS THAN ONE POUND OF SEED PER 50 SQUARE YARDS OF AREA. 13.MULCH SHALL BE MOWINGS OF CACHEABLE HERBACEOUS GROWTH, FREE FROM NOXIOUS WEEDS OR WOODY STEMS, AND SHALL BE DRY. NO SALT HAY SHALL E USED. 14.SEED MIX SHALL BE EQUAL PARTS OF RED FESCUE (CREEPING), KENTUCKY BLUEGRASS, REDTOP, PERENNIAL RYEGRASS. 15.AFTER ALL DISTURBED AREAS HAVE BEEN STABILIZED, TEMPORARY EROSION CONTROL MEASURES ARE TO BE REMOVED. 16.CONSTRUCTION SEQUENCE SHALL GENERALLY BE AS FOLLOWS: 16.1.INSTALL TEMPORARY SEDIMENTATION AND EROSION CONTROL DEVICES. 16.2.REMOVE TREES, PLANTINGS, AND VEGETATION INDICATED TO BE REMOVED. REMOVE STUMPS WHERE REQUIRED. 16.3.REMOVE AND STOCKPILE TOPSOIL; STOCKPILE SHALL BE SEEDED AND CONTAIN A PERIMETER SEDIMENTATION BARRIER. 16.4.CONSTRUCT DRAINAGE SYSTEM, PROTECTING ALL INLETS TO THE SYSTEM WITH SEDIMENTATION BARRIERS. 16.5.PERFORM SITE GRADING WORK TO ACHIEVE PROPOSED SUBGRADE ELEVATIONS. PROVIDE ADDITIONAL SEDIMENTATION BARRIERS WHERE NECESSARY TO PREVENT MIGRATION OF SEDIMENTS OFFSITE. 16.6.PERFORM UTILITY WORK, INCLUDING TRENCHING FOR AND INSTALLATION OF EXISTING AND PROPOSED UTILITY CONNECTIONS, SERVICES, AND STRUCTURES. 16.7.PERFORM TEMPORARY SEEDING WHERE REQUIRED TO STABILIZE EXPOSED SOILS AND CUT AND FILL SLOPES. 16.8.PERFORM ROUTINE INSPECTIONS AND MAINTENANCE OF TEMPORARY EROSION AND SEDIMENTATION CONTROLS. REFER TO OPERATION AND MAINTENANCE PLAN FOR DETAILED REQUIREMENTS. PROVIDE INSPECTION REPORTS AS REQUESTED. 16.9.PREPARE FOR AND BEGIN EXCAVATION FOR BUILDING STRUCTURES. 16.10.COMPLETE PAVING OF PARKING AREAS, DRIVEWAYS, AND ACCESS ROUTES. 16.11.PERFORM FINAL SEEDING AND LANDSCAPING. 16.12.REMOVE ALL TEMPORARY EROSION AND SEDIMENTATION CONTROLS UPON FINAL STABILIZATION. OPERATIONS & MAINTENANCE (O&M) PLAN FOR STORMWATER MANAGEMENT SYSTEM: CONSTRUCTION PHASE (TEMPORARY): 1.THE BEST MANAGEMENT PRACTICES (BMPs) IDENTIFIED FOR THIS PROJECT WILL BE OWNED AND MAINTAINED BY DESERT DE ORO FOODS, INC., WHO WILL BE RESPONSIBLE FOR THEIR INSPECTION, OPERATION, AND MAINTENANCE. 2.THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL DRAINAGE INFRASTRUCTURE IN ACCORDANCE WITH THE SITE PLANS PREPARED BY MCCLURE ENGINEERING COMPANY. 3.EROSION AND SEDIMENT CONTROL MEASURES SPECIFIED IN THE PLANS MUST BE INSTALLED PRIOR TO ANY SITE DISTURBANCE. TO PREVENT SEDIMENTS FROM MIGRATING OFFSITE, SEDIMENT BARRIERS SHALL BE PLACED ALONG SLOPES THAT DRAIN TOWARD OPEN CHANNELS OR ADJACENT PROPERTIES. THESE MEASURES MUST BE MAINTAINED THROUGHOUT ALL PHASES OF CONSTRUCTION. 4.ALL DRAINAGE CONSTRUCTION WORK SHALL BE SUBJECT TO REVIEW AND VERIFICATION BY THE TOWN OF YARMOUTH AND/OR AN AUTHORIZED AGENT TO CONFIRM COMPLIANCE WITH THE APPROVED DESIGN. 5.THE REQUIRED SEQUENCE FOR CONSTRUCTING THE DRAINAGE SYSTEM IS AS FOLLOWS: A. CLEAR AND GRUB THE AREAS DESIGNATED FOR DETENTION SYSTEMS. B. INSTALL DETENTION SYSTEM, CATCH BASINS, DRAINAGE PIPING, STRUCTURES, AND MANHOLES. 6.EROSION CONTROL DEVICES SHALL BE CHECKED DAILY. IF SEDIMENT ACCUMULATION IS OBSERVED IN CATCH BASINS OR OTHER STRUCTURES, REMOVAL SHALL OCCUR WITHIN 24 HOURS. 7.ALL EXPOSED EARTH SURFACES SHALL BE STABILIZED IMMEDIATELY WITH HAY MULCH. 8.INLET PROTECTION MEASURES, AS DESCRIBED IN THE APPROVED PLANS, MUST BE INSTALLED IMMEDIATELY AFTER CATCH BASIN INSTALLATION AND REMAIN IN PLACE UNTIL FINAL PAVING. 9.PRIOR TO THE CONSTRUCTION OF ANY IMPERVIOUS SURFACES, ALL DRAINAGE PIPING AND STRUCTURES MUST BE INSTALLED AND INSPECTED TO ENSURE PROPER FUNCTIONING. DURING CONSTRUCTION OF OTHER SITE COMPONENTS, DRAINAGE SYSTEMS SHALL BE INSPECTED DAILY AND CLEANED OR REPAIRED AS NEEDED UPON IDENTIFICATION OF SEDIMENT BUILDUP OR DAMAGE. 10.FOLLOWING COMPLETION OF PAVING, PAVED SURFACES SHALL BE CLEANED BY SWEEPING ON A MONTHLY BASIS. 11.WEEKLY SITE INSPECTIONS SHALL BEGIN WITH INITIAL SOIL DISTURBANCE AND CONTINUE THROUGH FINAL STABILIZATION. FINAL STABILIZATION IS DEFINED AS ACHIEVING 70% VEGETATIVE COVER IN ALL DISTURBED, UNPAVED AREAS. INSPECTION LOGS SHALL BE MAINTAINED THROUGHOUT THIS PERIOD. POST CONSTRUCTION PHASE (PERMANENT) THE OWNER SHALL BE RESPONSIBLE FOR CONTINUED MAINTENANCE OF ALL ONSITE DRAINAGE STRUCTURES & SYSTEMS. REFER TO THE OPERATION AND MAINTENANCE (O&M) PLAN PREPARED BY MCCLURE.P:\2025000275-000\04-DRAWINGS\CIVIL\SHEETS\CIVIL GENERAL NOTES.DWGREVISIONS PROJECT INFO ENGINEER DRAWN BY CHECKED BY DRAWING NO. NOTICE: McClure Engineering Co. is not responsible or liable for any issues, claims, damages, or losses (collectively, “Losses”) which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for Losses which arise from failure to obtain and/or follow the engineers’ or surveyors' guidance with respect to any alleged errors, omissions, inconsistences, ambiguities, or conflicts contained within the Plans and Specifications. Ankeny,IA | Carroll,IA Cedar Rapids,IA | Clive,IA Coralville,IA | Council Bluffs,IA Fort Dodge,IA | Sioux City,IA Columbia,MO | Macon,MO North Kansas City,MO Lenexa, KS Portsmouth, NH | Boston, MA 2025000275-000 PROPOSED FAST FOOD RESTAURANT433, 437, & 439 STATION AVENUEYARMOUTH, MA 02664T1.1 BLR BLR NID 225 Friend Street Suite 805 Boston, MA 02114 P 617-466-6765 --- --- --- --- --- --- --- --- 10/10/2025 GENERAL NOTESSTR W P SANITARY SEWER STORM DRAIN WATER UNDERGROUND ELECTRIC GAS LEGEND STREET LIGHT UTILITY POLE STORM DRAIN MANHOLE WATER SHUT OFF FIRE HYDRANT CONIFEROUS TREE TREE STUMP CATCH BASIN DYHSOWD DECIDUOUS TREE ................... ................... ................... ................... ................... ................... ................... ................... ................... SAN GATE VALVE................... BIT ......................BITUMINOUS CB....................... CATCH BASIN CEM.................... CEMENT CLF ....................CHAINLINK FENCE CI ........................CAST IRON PIPE CMP ....................CORRUGATED METAL PIPE CONC .................CONCRETE DMH...................... DRAIN MANHOLE EXIST/EX............. EXISTING FFE....................... FINISHED FLOOR ELEVATION HDPE ..................HIGH-DENSITY POLYETHYLENE PIPE HMA...................... HOT MIX ASPHALT INV......................INVERT LF.........................LINEAR FOOT MEG...................... MATCH EXISTING GRADE OCS.......................OUTLET CONTROL STRUCTURE PROP....................PROPOSED PVC .....................POLYVINYL CHLORIDE RCP .....................REINFORCED CONCRETE PIPE R ..........................RADIUS SS..........................SANITARY SEWER TC.........................TOP OF CURB TYP ......................TYPICAL VCC.......................VERTICAL CONCRETE CURB VGC ......................VERTICAL GRANITE CURB WSO.....................WATER SHUTOFF METAL GUARDRAIL CHAIN LINK FENCE STOCKADE FENCE POST & RAIL FENCE WIRE FENCE CONTOUR ELEVATION TREE UTILITY POLE WOOD GUARDRAIL GUY WIRE OVERHEAD WIRE TREELINE SIGN SPOT ELEVATION DRAIN MANHOLE CATCH BASIN ROOF DRAIN CLEANOUT VENT SEWER MANHOLE TELEPHONE MANHOLE ELECTRIC MANHOLE WATER MANHOLE MANHOLE GAS VALVE GAS SHUT OFF WATER VALVE WATER SHUT OFF FIRE HYDRANT BOLLARD OHP T UNDERGROUND COMMUNICATIONS LIGHT POLE SF SF TEMPORARY PERIMETER EROSION CONTROL BACK AND FACE OF CURB SIDEWALK PAVEMENT STRIPING HH GM HANDHOLE................... GAS METER................... BENCHMARK................... CONTROL POINT................... MEG=XXX XXX HP=XXX HIGH POINT SPOT ELEVATION MATCH EXISTING GRADE SPOT ELEVATION GENERAL LEGENDFOUND MONUMENT (AS NOTED)UTILITY POLEGUY ANCHOROHEOVERHEAD ELECTRIC LINESIGNSHRUB LINEPARENT PARCEL LINEFOUND BOUND MONUMENT (AS NOTED)TEMPORARY BENCHMARKSTDRAIN LINEGUNDERGROUND GAS LINERIGHT-OF-WAY LINEDECIDUOUS TREECONIFEROUS TREESHRUBBOLLARDBHHIHGVEHRHDYHWVS?MWA/CGMTHSTELECTRIC RISERAIR CONDITIONERTRAFFIC HANDHOLEELECTRIC HANDHOLEUTILITY POLE W/ LIGHTDRAIN MANHOLECATCH BASINCOMMUNICATIONS HANDHOLETRAFFIC LIGHT POLEIRRIGATION HANDHOLEFIRE HYDRANTWATER SPIGOTWATER VALVESANITARY SEWER MANHOLEGAS METERUNKNOWN HANDHOLEUNKNOWN MANHOLEGAS VALVEMONITORING WELLSANITARY SEWER VENTINTERMEDIATE CONTOURINDEX COUNTOUR5051ROUND CATCH BASINLIGHT POLE W/ CONCRETE BASEWOOD FENCE0CHAINLINK FENCEEXTERIOR BUILDINGFOOTPRINTABUTTING PARCEL LINEWUNDERGROUND WATER LINEDRAWING PATH: P:\2025000275-000\04-Drawings\Survey\2025000275-000_ETOPO.dwg PLOT DATE: 10/15/2025 1:20 PM PLOTTED BY: TIM JONESCREW CHIEFENGINEERSHEET NO.SURVEYORDRAWN BYREVISIONS/01making lives better.EXISTING CONDITIONS PLAN433 STAION AVENUEYARMOUTHBARNSTABLE COUNTYMASSACHUSETTS2025000275-000October 15, 2025.....TRJJDGFHH25 NEW HAMPSHIRE AVENUEPORTSMOUTH, NH603-766-043502VICINITY MAP- NTSCAPE CODRAIL TRAILPROJECTAREAEXISTING CONDITIONS PLANFORDESERT DE ORO FOODSAT433 STATION AVENUE,YARMOUTH, MASSACHUSETTSOLD TOWNHOUSE ROADSTATIONAVENUEWHITESPATH ROUTE 6PLAN REFERENCES:1.EXISTING CONDITIONS PLAN 433, 437 & 439 STATION AVENUE FOR CHOUBAH ENGINEERING GROUP BY FARLAND CORP., DATED JANUARY 12, 2021.2.SITE PLAN FOR ENERGY RETAILERS, INC. BY BOHLER ENGINEERING, P.C., PROJECT NO. W000904, DATED JANUARY 16, 2001, REVISED FEBRUARY 22, 2001.3.PLAN OF LAND FOR FRANCIS A. RICHARD, TR., 447 STATION AVENUE NOMINEE TRUST BY EAGLE SURVEYING, INC., RECORDED AT THE BARNSTABLE REGISTRY OF DEEDS FEBRUARY 6, 2001 IN PLANBOOK 615 AT PAGE 45.4.BOUNDARY AND TOPOGRAPHIC SURVEY FOR ENERGY RETAILERS, INC. BY CONTROL POINT ASSOCIATES, INC., FILE NO. C00434, DATED NOVEMEBER 27, 2000.5.EASEMENT FROM THE TOWN OF YARMOUTH TO SUN OIL COMPANY TO ERECT AND MAINTAIN A SIGN AND LIGHT STANDARDS BY JOHN L. NEWTON RECORDED AT THE BARNSTABLE REGISTRY OFDEEDS NOVEMBER 4, 1974 IN PLAN BOOK 289 AT PAGE 67.6.PLAN OF LAND FOR CARRON REALTY TRUST BY THOMAS E. KELLEY, RECORDED AT THE BARNSTABLE REGISTRY OF DEEDS JUNE 29, 1971 IN PLAN BOOK 247 AT PAGE 25.7.SUBDIVISION PLAN OF LANDFOR EDMUND FRUEAN III BY THOMAS E. KELLEY, RECORDED AT THE BARNSTABLE REGISTRY OF DEEDS FEBRUARY 18, 1964 IN PLAN BOOK 182 AT PAGE 87.8.PLAN OF LAND FOR CHARLES & ANNE V. R. TOLLEY BY CHARLES S. KENNEDY, RECORDED AT THE BARNSTABLE REGISTRY OF DEEDS DECEMBER 10, 1962 IN PLAN BOOK 173 AT PAGE 107.GENERAL NOTES:1.THIS PLAN WAS DRAWN FROM AN ACTUAL FIELD SURVEY PERFORMED BY THIS OFFICE IN MAY OF 2025.2.PROJECT IS REFERENCED TO MA STATE PLANE MAINLAND ZONE NAD83, VERTICAL DATUM IS REFERENCED TO NAVD88 FROM GPS OBSERVATION.3.THE SUBJECT PARECLS SHOWN HEREON LIE WITHIN ZONE "X" AS SHOWN ON THE FLOOD INSURANCE RATE MAP FOR THE TOWN OF YARMOUTH, MASSACHUSETTS, COMMUNITY-PANEL NO.25001CO587J, EFFECTIVE DATE: 7/16/2014.4.LOT 1 IS SUBJECT TO AN EASEMENT IN FAVOR FROM THE TOWN OF YARMOUTH TO ERECT AND MAINTAIN A SIGN AND LIGHT STANDARDS AS DEFINED IN PLAN REFERENCE #5.5.LOT 2 HAS RIGHTS OF WAY FOR ALL PURPOSES OVER SO MUCH OF THE STRIP OF LOT 3, BEING ABOUT ELEVEN FEET IN WIDTH AS ADJOINS THE SAID LOT 2, TO AND FROM DUMP RD, A TOWN WAYAS SHOWN ON PLAN REFERENCE #7 AND DEED BK 1327 PG 811.6.UTILITIES SHOWN HEREON ARE BASED ON ABOVE GROUND EVIDENCE AND PLANS REFERENCED. MCCLURE TAKES NO RESPONSIBILTY FOR THE LOCATION OF SAID UTILITIES, AS SHOWN HEREON.7.THE INTENT OF THIS PLAN IS TO THE EXISTING CONDITIONS FOR TAX MAP 88 LOT 87 & 88.8.THIS SURVEY WAS COMPLETED WITHOUT THE BENEFIT OF A TITLE REPORT.9.UNDERGROUND WATER LINES SHOWN ON THIS SURVEY WERE POSITIONED USING A COMBINATION OF AN ACTUAL FIELD SURVEY AND FIELD NOTES RECEIVED FROM THE CITY OF YARMOUTH, MA.COMMON ABBREVIATIONS:BIT. CONC.BITUMINOUS CONCRETEBCB:BIT. CONC. BERMVCC:VERTICAL CONCRETE CURBVGC:VERTICAL GRANITE CURBELEV:ELEVATIONFF:FINISH FLOOR ELEVATION(TYP.):TYPICALCIP:CAST IRON PIPECMP:CORRUGATED METAL PIPERCP:REINCFORCED CONCRETE PIPEVCP:VITRIFIED CLAY PIPEZONING CLASSIFICATION:ZONING DISTRICT: B1MINIMUM LOT SIZE: 25,000 SQ. FT.MINIMUM FRONTAGE: 150'MINIMUM YARD (FRONT): 30', (SIDE): 25', (REAR): 20'MAXIMUM BUILDING COVERAGE: 25%MAXIMUM SHAPE FACTOR: 22VZONING DISTRICT: R-40MINIMUM LOT SIZE: 40,000 SQ. FT.MINIMUM FRONTAGE: 150'MINIMUM YARD (FRONT): 30', (SIDE): 20', (REAR): 20'MAXIMUM BUILDING COVERAGE: 25%MAXIMUM SHAPE FACTOR: 22VTHE PROPERTY LINES SHOWN ON THIS PLAN ARE THE LINES DIVIDING EXISTINGOWNERSHIPS, AND THE LINES OF THE STREETS AND WAYS SHOWN ARE THOSE OF PUBLICOR PRIVATE STREETS OR WAYS ALREADY ESTABLISHED, AND THAT NO NEW LINES FORDIVISIO OF EXISTING OWNERSHIP OR FOR NEW WAYS ARE SHOWN.ERIC SALOVITCH, P.L.S. #59386DATE: WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWCATCH BASINTOP ELEV: 48.99'FL ELEV 12" RCP (N): 45.08'SUMP FILLED WITH DEBRISOLD TOWN HOUSE ROAD(PUBLIC 60' WIDE PER PB 279 PG 29)STATION AVENUE(PUBLIC 60' WIDE 1955 COUNTY LAYOUT)BM1BM2HHFF: 52.48'FF: 52.48'IHEMGMMWMWWVWVGVEHEHEHGVGVEHWVWV WV RHRHWV DYHWV WVGVWVGV?MW?MWMWMWMWMW??MWMW?WV FF: 50.91'FF: 50.90'FF: 50.83'FF: 50.84'A/CGMBBA/CFF: 50.87'THTHTH00OHE OHE OHEOHEOHEOHEOHEOH E OH E OH E OH E OH E OH E OH E OH EOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHEOHEOHEEXISTING EXTERIORBUILDING FOOTPRINT AREA:± 3,292 SQ. FT.EXISTING BUILDING136.4'70.0'46.3'29.9'90.1'40.2'54.8'60.0'54.9'60.0'8.5'6.1'8.5'6.1'EXISTINGSHEDEXISTING EXTERIORBUILDING FOOTPRINT AREA:± 1,626 SQ. FT.GATE0 0 OHEOHEOHEOHEOHEOHESTSTST5050505150505051525151515 1 5251 5049 49 5049494949495051505051 5150495050504950 5053VGC49505050 GRAVELBIT. CONC.BIT. CONC.BIT. CONC.BIT. CONC.BIT. CONC.BIT. CONC.BIT. CONC.B U I L D I N G O V E R H A N GPAINTEDPARKINGSTALLS(TYP.)VGCVGCVGCBCBBCBVGCVGCVGCVGCVGCBCBVGCVGCBCBSPEEDHUMPSPEEDHUMPBCBBCBTIMBER WALLCATCH BASINTOP ELEV: 49.18'12" CMP FL ELEV (S): 45.84'SUMP FILLED WITH DEBRISCATCH BASINTOP ELEV: 48.36'LEACHING SUMP: 42.49'CATCH BASINTOP ELEV: 48.96'FL ELEV 12" CMP (NE): 45.78'FL ELEV 12" RCP (S): 45.42'CATCH BASINTOP ELEV: 48.94'12" CMP FL ELEV (N): 45.98'SUMP AND LINE TO SOUTHFILLED WITH DEBRISCATCH BASINTOP ELEV: 49.53'12" CMP FL ELEV (S): 45.26'SUMP FILLED WITH DEBRISSTDRAIN MANHOLERIM ELEV: 49.57'UNABLE TO OPENSTDRAIN MANHOLERIM ELEV: 49.65'SUMP FILLED WITH DEBRISSTDRAIN MANHOLERIM ELEV: 49.41'MATERIAL AND SIZE UNKNOWN FL ELEV (NW): 45.18'MATERIAL AND SIZE UNKNOWN FL ELEV (WSW): 43.21'MATERIAL AND SIZE UNKNOWN FL ELEV (SE): 42.94'SUMP FILLED WITH DEBRISCATCH BASINTOP ELEV: 49.14'MATERIAL AND SIZE UNKNOWNTOP OF HOOD ELEV (ENE): 45.10'12" VCP FL ELEV (SW): 44.70'SUMP FILLED WITH DEBRISCATCH BASINTOP ELEV: 49.63'TOP OF HOOD ELEV (SE): 46.98'18" RCP FL ELEV (NW): 45.73'SUMP FILLED WITH DEBRISSTDRAIN MANHOLERIM ELEV: 49.79'18" RCP FL ELEV (SE): 46.98'12" RCP FL ELEV (W): 46.04'18" RCP FL ELEV (NW): 46.02'SUMP FILLED WITH DEBRISCATCH BASINTOP ELEV: 49.22'12" VCP FL ELEV (NE): 45.11'SUMP FILLED WITH DEBRISCATCH BASINTOP ELEV: 48.92'LEACHING SUMPFILLED WITH DEBRISROUND CATCH BASINTOP ELEV: 48.58'LEACHING SUMPFILLED WITH DEBRISCATCH BASINTOP ELEV: 50.46'12" CIP FL ELEV (E): 46.46'SUMP FILLED WITH DEBRISCATCH BASINTOP ELEV: 49.02'LEACHING SUMPFILLED WITH DEBRISSTDRAIN MANHOLERIM ELEV: 48.19'UNABLE TO OPENFO R S Y T H E A V E N U E S S S S BIT. CONC.SIDEWALKBIT. CONC.SIDEWALKBIT. CONC.SIDEWALKBIT. CONC.SIDEWALKGGG GGGGGGGGGGGGGGGGGGGGGGGGGGGGGEASEMENT PERPB. 289, PG. 672 7 . 8 '1.7'0.7'16.7'0.7'28.6'4 7 . 1 '16.0'1 9 . 3 '30.9'461.54'510.61'99.97'N. ROW LINE OFOLD TOWNHOUSE ROADSW'LY ROW LINE OFSTATION AVENUEN89°59'47"W 173.13'N89°59'47"W19.74'N47°08'32"W 88.80'N42°51'28"E 200.50'S47°08'32"E 100.00'S47°08'32"E 102.98'L=95.75'R=40.00'∆=137°09'06"CHD=S21°25'37"WCHD L=74.47'EDGE OFBIT. CONC.(TYP.)EDGE OFBIT. CONC.(TYP.)N 4 1 ° 5 1 ' 2 2 " E 1 8 7 . 1 0 'NE'LY ROW LINE OFSTATION AVENUES. ROW LINE OFOLD TOWNHOUSE ROADFOUND 4" x 4" GRANITEBOUND (FLUSH)FOUND 5" x 5" CONCRETEBOUND (FLUSH)FOUND 5" x 5" CONCRETEBOUND (FLUSH)FOUND MAG NAILFOUND 5" x 5"CONCRETEBOUND (FLUSH)ST S T STSTNOW OR FORMERLYSTATION PETRO ONE, LLCDEED REF.: BK. 36687, PG. 327433 STATION AVENUEMAP 88 LOT 87NOW OR FORMERLYSTATION PETRO TWO, LLCDEED REF.: BK. 36687, PG. 350MAP 88 LOT 88437 & 439 STATION AVENUEAREA: ± 20,303 SQ. FT0.47 AC.NOW OR FORMERLYJORGE M. ITURRALDEDEED REF.: 34198, PG. 286MAP 88 LOT 89443 STATION AVENUENOW OR FORMERLYSPARROW HOUSE, LLCDEED REF.: BK. 36159, PG. 348MAP 88 LOT 22, 66 SPARROW WAYNOW OR FORMERLYPATRICK D. SHANAHAN & DORIS A. BEDWELLDEED REF.: BK. 30451, PG. 0148MAP 88 LOT 23, 60 SPARROW WAYNOW OR FORMERLYRICHARD & CHRISTINE A. ST. ONGEBK. 14993, PG. 0150MAP 88 LOT 24, 54 SPARROW WAYNOW OR FORMERLYARC ROCK17MA, LLC ET ALDEED REF.: BK. 2282, PG. 0329MAP 88 LOT 92428 STATION AVENUENOW OR FORMERLYBAD BOY PROPERTIES, LLC ET ALDEED REF.: BK. 19617, PG. 0005MAP 88 LOT 91.1C436 A & B STATION AVENUENOW OR FORMERLYCOLBEA ENTERPRISES, LLCDEED REF.: 23312, PG. 0156MAP 88 LOT 90446 STATION AVENUENOW OR FORMERLYMONTROSE ADVANCE, LLCDEED REF.: 27880, PG. 335MAP 87 LOT 42447 STATION AVENUENOW OR FORMERLYMONTROSE ADVANCE, LLCDEED REF.: 27880, PG. 335MAP 87 LOT 42447 STATION AVENUEGATECONCRETECONCRETEEDGE OFBIT. CONC.LOT 1 AREA:± 17,005 SQ. FT0.39 AC.LOT 2 AREA:± 20,303 SQ. FT.0.47 AC.TOTAL AREA:± 37,308 SQ. FT.0.86 AC.ZONING DISTRICT: R-40ZONING DISTRICT: B1ZONING DISTRICT: B1ST ST ST OHEOHEOHEOHE211.55'SUBDIVISION PLANOF LANDPLAN BK. 182, PG. 87LOT 1SUBDIVISION PLANOF LANDPLAN BK. 182, PG. 87LOT 2NO PARKINGINLET NOT FOUNDDOUBLE YELLOWPAINT STRIPESDOUBLE YELLOWPAINT STRIPESSOLID / DASHEDYELLOW PAINTSTRIPESTIMBER WALLS176.99'16.17'SEE GENERAL NOTE #5ON SHEET 01APPROXIMATE LOCATIONOF SEPTIC TANK 10" CIP WATER MAIN10" CIP WATER MAIN1 " P L A S T I C S E V I C E L I N E12" CIP WATER MAIN1 2 " - 1 0 " R E D U C E R OHEOHEOHEOHEAIR VACTIMBERWALLG GFOUND 4" x 4" CONCRETEBOUND (FLUSH)FOUND 4" x 4" CONCRETEBOUND (FLUSH)S89°59'46"E 461.54'N00°00'14"E0.64'N. ROW LINE OFOLD TOWNHOUSE ROADFOUND 4" x 4" GRANITE BOUNDW/ NO DRILL HOLE (FLUSH)S48°08'38"E0.10'N89°59'47"W 173.13'FOUND 4" x 4" GRANITEBOUND (FLUSH)S28°02'45"W0.40'N. ROW LINE OFOLD TOWNHOUSE ROADN89°59'47"W 19.74'N41°51'22"E187.10'DRAWING PATH: P:\2025000275-000\04-Drawings\Survey\2025000275-000_ETOPO.dwg PLOT DATE: 10/15/2025 1:21 PM PLOTTED BY: TIM JONESCREW CHIEFENGINEERSHEET NO.SURVEYORDRAWN BYREVISIONS/02NORTHmaking lives better.(IN FEET)EXISTING CONDITIONS PLAN433 STAION AVENUEYARMOUTHBARNSTABLE COUNTYMASSACHUSETTS2025000275-000October 15, 2025.....TRJJDGFHH05102025 NEW HAMPSHIRE AVENUE1 inch = 20 ft.PORTSMOUTH, NH603-766-043502VICINITY MAP- NTSCAPE CODRAIL TRAILPROJECTAREAFOR LEGEND, COMMON ABBREVIATIONS, PLANREFERENCES, GENERAL NOTES, AND ZONINGINFORMATION SEE SHEET 01.BENCHMARKS:BM 1: ELEV.: 51.53'CUT "X" IN ARROW NUT OF FIRE HYDRANT ON THENE'LY SIDE OF STATION AVENUE. APPROXIMATELY50' NW OF THE CENTERLINE OF FORSYTHE AVENUE.BM 2: ELEV.: 51.86'MAG NAIL ABOUT 1' ABOVEGROUND IN THE NE FACEOF A POWER POLE ON THE SW'LY SIDE OF STATIONAVENUE. APPROXIMATELY 100' SE OF THECENTERLINE OF FORSYTHE AVENUE.EXISTING CONDITIONS PLANFORDESERT DE ORO FOODSAT433 STATION AVENUE,YARMOUTH, MASSACHUSETTSOLD TOWNHOUSE ROADSTATIONAVENUEWHITESPATH ROUTE 6MONUMENT DETAILS 2SCALE: 1" = 1'MONUMENT DETAILS 1SCALE: 1" = 1'THE PROPERTY LINES SHOWN ON THIS PLAN ARE THE LINES DIVIDING EXISTINGOWNERSHIPS, AND THE LINES OF THE STREETS AND WAYS SHOWN ARE THOSE OF PUBLICOR PRIVATE STREETS OR WAYS ALREADY ESTABLISHED, AND THAT NO NEW LINES FORDIVISIO OF EXISTING OWNERSHIP OR FOR NEW WAYS ARE SHOWN.ERIC SALOVITCH, P.L.S. #59386DATE: WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWCATCH BASINTOP ELEV: 48.99'FL ELEV 12" RCP (N): 45.08'SUMP FILLED WITH DEBRISHHIHEMGMMWMWWV WVGVEHEHEHGVGVEHWVWVWVWVDYHWVWVGVWVGV?MW?MWMWMWMWMW??MWMW?WVA/CGMBBA/C0 0 OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE00OHEOHEOHEOHEOHEOHESTSTST5050 50 51 50 50 5051 5251515151 5251 50 4 9 4950494 9 4 9 4 9505150505151 50495050504950505 3 495050 50CATCH BASINTOP ELEV: 49.18'12" CMP FL ELEV (S): 45.84'SUMP FILLED WITH DEBRISCATCH BASINTOP ELEV: 48.36'LEACHING SUMP: 42.49'CATCH BASINTOP ELEV: 48.96'FL ELEV 12" CMP (NE): 45.78'FL ELEV 12" RCP (S): 45.42'CATCH BASINTOP ELEV: 48.94'12" CMP FL ELEV (N): 45.98'SUMP AND LINE TO SOUTHFILLED WITH DEBRISCATCH BASINTOP ELEV: 49.53'12" CMP FL ELEV (S): 45.26'SUMP FILLED WITH DEBRISSTDRAIN MANHOLERIM ELEV: 49.57'UNABLE TO OPENSTDRAIN MANHOLERIM ELEV: 49.65'SUMP FILLED WITH DEBRISSTDRAIN MANHOLERIM ELEV: 49.41'MATERIAL AND SIZE UNKNOWN FL ELEV (NW): 45.18'MATERIAL AND SIZE UNKNOWN FL ELEV (WSW): 43.21'MATERIAL AND SIZE UNKNOWN FL ELEV (SE): 42.94'SUMP FILLED WITH DEBRISCATCH BASINTOP ELEV: 49.14'MATERIAL AND SIZE UNKNOWNTOP OF HOOD ELEV (ENE): 45.10'12" VCP FL ELEV (SW): 44.70'SUMP FILLED WITH DEBRISCATCH BASINTOP ELEV: 49.63'TOP OF HOOD ELEV (SE): 46.98'18" RCP FL ELEV (NW): 45.73'SUMP FILLED WITH DEBRISSTDRAIN MANHOLERIM ELEV: 49.79'18" RCP FL ELEV (SE): 46.98'12" RCP FL ELEV (W): 46.04'18" RCP FL ELEV (NW): 46.02'SUMP FILLED WITH DEBRISCATCH BASINTOP ELEV: 49.22'12" VCP FL ELEV (NE): 45.11'SUMP FILLED WITH DEBRISCATCH BASINTOP ELEV: 48.92'LEACHING SUMPFILLED WITH DEBRISROUND CATCH BASINTOP ELEV: 48.58'LEACHING SUMPFILLED WITH DEBRISCATCH BASINTOP ELEV: 50.46'12" CIP FL ELEV (E): 46.46'SUMP FILLED WITH DEBRISCATCH BASINTOP ELEV: 49.02'LEACHING SUMPFILLED WITH DEBRISSTDRAIN MANHOLERIM ELEV: 48.19'UNABLE TO OPENSSSSGGGGGGGGGGGGGGGGGGGG GGGGGGGGGGSTSTSTSTOHEOHEOHEOHEGGP:\2025000275-000\04-DRAWINGS\CIVIL\SHEETS\DEMOLITION PLAN.DWG REVISIONSPROJECT INFOENGINEERDRAWN BYCHECKED BYDRAWING NO.NOTICE:McClure Engineering Co. is notresponsible or liable for any issues,claims, damages, or losses(collectively, “Losses”) which arisefrom failure to follow these Plans,Specifications, and the engineeringintent they convey, or for Losseswhich arise from failure to obtainand/or follow the engineers’ orsurveyors' guidance with respect toany alleged errors, omissions,inconsistences, ambiguities, orconflicts contained withinthe Plans and Specifications.Ankeny,IA | Carroll,IACedar Rapids,IA | Clive,IACoralville,IA | Council Bluffs,IAFort Dodge,IA | Sioux City,IAColumbia,MO | Macon,MONorth Kansas City,MOLenexa, KSPortsmouth, NH | Boston, MA2025000275-000PROPOSED FAST FOOD RESTAURANT 433, 437, & 439 STATION AVENUE YARMOUTH, MA 02664 D1BLRBLRNID225 Friend Street Suite 805 Boston, MA 02114 P 617-466-6765------------------------10/10/2025DEMOLITION PLAN EXISTING BUILDING3,292± S.F.(TO BE REMOVED)EXISTING BUILDING1,626± S.F.(TO BE REMOVED)EXISTING CONCRETE PAD(TO BE REMOVED)EXISTING DRIVEWAY APRON(TO BE REMOVED)EXISTING DRIVEWAY APRON(TO BE REMOVED)EXISTING DRIVEWAY APRON(TO BE REMOVED)EXISTING OVERHEAD ELECTRIC(TO BE REMOVED) (TYP.)EXISTING UNKNOWN STRUCTURE(TO BE REMOVED) (TYP.)EXISTING SIGNAGE(TO BE REMOVED)EXISTING SEPTIC(TO BE REMOVEDIN ACCORDANCEWITH STATESTANDARDS)EXISTING UNKNOWNSTRUCTURE (TO REMAIN)EXISTING TREE(TO BE REMOVED)(TYP.)EXISTING TREELINE(TO BE REMOVED) (TYP.)EXISTING FENCE(TO BE REMOVED)EXISTING CURBING AND PAVEMENT(TO BE REMOVED) (TYP.)EXISTING LEACHING CATCHBASIN (TO BE REMOVED) (TYP.)EXISTING UTILITYSTRUCTURES(TO BE REMOVED)EXISTING GRAVEL(TO BE REMOVED)EXISTING CURBING AND PAVEMENT(TO REMAIN) (TYP.)EXISTING LIGHTPOLE(TO BE REMOVED)EXISTING SHED(TO BE REMOVED)EXISTING WATER SERVICE(TO BE REMOVED)EXISTING WATER STRUCTURE(TO BE REMOVED) ANDSERVICE TO BE CAPPEDEXISTING TIMBER WALL(TO BE REMOVED)EXISTING TIMBER WALL(TO BE REMOVED)EXISTING GUY WIRE(TO REMAIN)EXISTING SPEED HUMP(TO BE REMOVED)EXISTING SPEED HUMP(TO BE REMOVED)PROPOSEDSAWCUT (TYP.)0202010NOTE:1.SEE SHEET T1.1 FOR NOTES AND LEGEND INFORMATION.2.CONTRACTOR TO INSTALL TEMPORARY SITE CONSTRUCTION FENCING AROUND THE PERIMETER OFTHE SITE PRIOR TO CONSTRUCTION AND ADJUST THE LOCATION AS DIRECTED.3.SEE EROSION & SEDIMENT CONTROL PLAN FOR THE LOCATION OF EROSION CONTROL DEVICES. SEEGENERAL NOTES FOR CONSTRUCTION SEQUENCE AND TEMPORARY EROSION CONTROL MEASURES.CONTRACTOR TO LOCATEAND REMOVE GAS SERVICEON-SITE TO THIS POINTOVERHEAD WIRES(TO BE REMOVED)WATER SERVICE TO BEDISCONTINUED AT THE MAINOVERHEAD WIRES(TO BE REMOVED)SIGN (TO BE REMOVED)EXISTING FENCE(TO BE REMOVED)FREESTANDING SIGN(TO BE REMOVED)STRUCTURES(TO BE REMOVED)STATION AVENUEOLD TOWN HOUSE ROADPROPOSEDSAWCUT (TYP.) BM1 BM2 HHIHEMGMMWMWWVWVGVEHEHEHGVGVEHWVWVWVRHRHWVDYHWVWVGVWVGV?MW?MWMWMWMWMW??MWMW?WVA/CGMBBA/C00OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE00OHEOHEOHEOHEOHEOHESTSTSTSSSSS T STSTSTOHEOHEOHEOHEDO NOTENTERGO MOBIL E PIC K U P DRIVETHRU MOBILEPICKUP C02PROP O SE D TACO BELL RESTA U RA NT (SMALL 20)2,094 SF (20 SEAT S) DRIVETHRU MOBILEPICKUP 12'12'0 202010 NOTES: 1.SEE SHEET T1.1 FOR NOTES AND LEGEND INFORMATION. STATION AVENUE OLD T O W N H O U S E R O A D 6TABLE OF ZONING REGULATIONS YARMOUTH MA ZONE: NEIGHBORHOOD BUSINESS (B1) & AQUIFER PROTECTION DISTRICT (APD) REQUIRED EXISTING (88-87) EXISTING (88-88)PROPOSED MINIMUM LOT AREA 25,000 S.F. (0.57± ACRES)0.39± ACRES 0.47± ACRES 0.86 ACRES MINIMUM FRONT YARD BUILDING SETBACK 30' (OLD TOWNHOUSE ROAD) 75' (STATION AVANUE)16' ±65' ± 43.0' (OLD TOWN HOUSE ROAD) 43.8' (STATION AVENUE) * MINIMUM SIDE YARD BUILDING SETBACK 25'49' ±6' ±>25' MINIMUM REAR YARD SETBACK 20'N/A 76' ±>20' PARKING DIMENSIONS 10'X20'8'X18' ±10'X18' ±10'X20' MINIMUM NUMBER OF PARKING SPACES REQUIRED: 1 SPACE PER 3 OCCUPANTS X 26 OCCUPANTS (MAX) = 9 SPACES 5 SPACES 22 SPACES 11 SPACES MAXIMUM BUILDING COVERAGE 25%9.5% ±16% ±<25% MAXIMUM BUILDING HEIGHT 2 STORIES OR 30'<30'<30'<30'P:\2025000275-000\04-DRAWINGS\CIVIL\SHEETS\SITE PLAN.DWGREVISIONS PROJECT INFO ENGINEER DRAWN BY CHECKED BY DRAWING NO. NOTICE: McClure Engineering Co. is not responsible or liable for any issues, claims, damages, or losses (collectively, “Losses”) which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for Losses which arise from failure to obtain and/or follow the engineers’ or surveyors' guidance with respect to any alleged errors, omissions, inconsistences, ambiguities, or conflicts contained within the Plans and Specifications. Ankeny,IA | Carroll,IA Cedar Rapids,IA | Clive,IA Coralville,IA | Council Bluffs,IA Fort Dodge,IA | Sioux City,IA Columbia,MO | Macon,MO North Kansas City,MO Lenexa, KS Portsmouth, NH | Boston, MA 2025000275-000 PROPOSED FAST FOOD RESTAURANT433, 437, & 439 STATION AVENUEYARMOUTH, MA 02664C1.1 BLR BLR NID 225 Friend Street Suite 805 Boston, MA 02114 P 617-466-6765 --- --- --- --- --- --- --- --- 10/10/2025 SITE PLAN12" PAINTED STOP BAR 12" PAINTED STOP BAR30 L.F. DSYLDUMPSTER ENCLOSURE (SEE DETAIL)VCC VCC VCC VCC VGC|VCCVCC|VGCVCC4" WIDE WHITE PAINT (TYP.) MONOLITHIC CURB/SIDEWALK FLUSH RIGID CONCRETE PAVEMENT AT DRIVE-THRU (TYP.) MEET EXISTING CURB MEET EXISTING CURB NEW VERTICAL GRANITE CURBING (VGC) ALONG THE RIGHT-OF-WAY MEET EXISTING CURB MEET EXISTING PAVEMENT BOLLARD AT DRIVE-THRU (TYP.) MOBILE PICKUP SIGN ON BOLLARD R7-8 & R7-8A ON BOLLARD BOLLARD IN PAVEMENT ACCESSIBLE RAMP (TYP.) NEW VERTICAL GRANITE CURBING ALONG THE RIGHT-OF-WAY SNOW ST O RA G E FREESTANDING SIGN 3 SNOW STORAGESNOW STORAGE 10' VCC VG C | V C C EMPLOYEE PARKING 10' 19' 24'3'12'6'12'VERTICAL CONCRETE CURBING (VCC) (TYP.) TIPPED DOWN CURB (TYP.)PAVEMENT MARKINGS (TYP.) CLEARANCE BAR WITH BOLLARD (TYP.) RIGID CONCRETE PAVEMENT25' BUIL DI N G S ET B A CK (TY P.)8'8'10'(TYP.)10'2 0 ' ( T Y P . ) 2 4 ' 20' PARKING BUFFER (TYP.) 10' PARKING BUFFER (TYP.) 43' 26' MENU BOARD WITH CANOPY & ORDER POST MENU BOARD WITH CANOPY & ORDER CONFIRMATION POST 75' FRONTYARD SETBACK(STATION AVENUE)2LIGHTPOLE (TYP.) *RELIEF REQUESTED FROM YARMOUTH ZBA 1 0 8 ' ± 43.8' 4 8 . 7 8 ' 1 1 . 5 ' R25.0' R5.0' R15.0' R20.0' R15.0' R30.0' R3.0' R5.0' R1.5' R3.0' R5.0' R5.0' R1.5'R25.0' R25.0' R30.0' R50.0' R1-1 R1-1 & R5-1 R5-1 R1-1 7.5' 20' PARKING BUFFER (TYP.) RAISED CONCRETE ISLANDS (TYP.) BM1 BM2 HHIHEMGMMWMWWVWVGVEHEHEHGVGVEHWVWVWVRHRHWVDYHWVWVGVWV?MW?MWMWMWMWMW??MWMW?WVA/CGMBBA/C0000STSTSTSSSSS T ST C02 PRO P OS E D TACO BELL REST A U RA NT (SMALL 20)2,094 SF (20 SEAT S) 51 52 50 5151 50CB-5 CB-3 CB-2 DMH-2 DMH-1 FFE=52.05151 50 525 1 49 49CB-1 DMH-3 CB-4 DMH-4 RD RD RD 49 5051 51 50 51 525 1 50 HP=51.2 MEG=49.3 MEG=49.5 MEG=49.9 MEG=49.5 MEG=49.3 MEG=49.1 MEG=48.7 MEG=49.4 MEG=49.5 MEG=49.7 51.5 51.5 51.5 HP=51.0 HP=51.2 MEG=49.5 MEG=49.9 50.5 50.4 50.3 49.9 HP=51.6 50.849.8 50.549.6 51.0 49.9 50.2 50.6 51.1 51.1 51.2 51.4 51.4 51.4 51.1 50.7 51.1 52 50 5150HP=51.2 515151 DRAINAGE PIPE SCHEDULE FROM: CB-3 CB-2 CB-1 CB-5 DMH-1 DMH-4 DMH-2 DMH-3 CB-4 TRENCH START TRENCH END SIZE (INCHES) 15 15 15 15 15 15 15 15 15 15 15 TYPE OF PIPE Reinforced Concrete Pipe Reinforced Concrete Pipe Reinforced Concrete Pipe Reinforced Concrete Pipe Reinforced Concrete Pipe Reinforced Concrete Pipe Reinforced Concrete Pipe Reinforced Concrete Pipe Reinforced Concrete Pipe Reinforced Concrete Pipe Reinforced Concrete Pipe PIPE LENGTH (FEET) 11 23 12 49 39 65 67 121 10 30 16 SLOPE (FT/FT) 0.02 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.05 0.01 0.02 TO: DMH-2 DMH-1 DMH-4 DMH-3 Stormtech Chamber DMH-1 DMH-1 DMH-2 DMH-3 TRENCH END DMH-4 DRAINAGE STRUCTURE SCHEDULE Structure Name DMH-1 DMH-2 CB-2 CB-3 CB-1 DMH-3 CB-4 CB-5 TRENCH START TRENCH END DMH-4 Stormtech Chamber Structure Details RIM = 51.0 INV IN (DMH-2)= 43.20 INV IN (CB-2)= 43.20 INV IN (DMH-4)= 43.20 INV OUT (Stormtech Chamber)= 43.00 RIM = 50.7 INV IN (DMH-3)= 44.30 INV IN (CB-3)= 44.30 INV OUT (DMH-1)= 44.10 RIM = 50.7 INV OUT (DMH-1)= 43.44 RIM = 50.5 INV OUT (DMH-2)= 44.50 RIM = 50.4 INV OUT (DMH-4)= 44.00 RIM = 50.0 INV IN (CB-5)= 45.90 INV IN (CB-4)= 45.50 INV OUT (DMH-2)= 45.67 RIM = 49.7 INV OUT (DMH-3)= 46.00 RIM = 48.7 INV OUT (DMH-3)= 46.39 RIM = 46.9 INV OUT (TRENCH END)= 45.34 RIM = 46.7 INV IN (TRENCH START)= 45.19 INV OUT (DMH-4)= 44.23 RIM = 45.5 INV IN (TRENCH END)= 43.90 INV IN (CB-1)= 43.90 INV OUT (DMH-1)= 43.70 RIM = 44.1 INV IN (DMH-1)= 42.75 0 202010 NOTES: 1.SEE SHEET T1.1 FOR NOTES AND LEGEND INFORMATION. 2.ALL SPOT GRADES SHOW THE BOTTOM OF CURB ELEVATION AND THE REVEAL ON EACH CURB SHALL BE 6".P:\2025000275-000\04-DRAWINGS\CIVIL\SHEETS\GRADING & DRAINAGE PLAN.DWGREVISIONS PROJECT INFO ENGINEER DRAWN BY CHECKED BY DRAWING NO. NOTICE: McClure Engineering Co. is not responsible or liable for any issues, claims, damages, or losses (collectively, “Losses”) which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for Losses which arise from failure to obtain and/or follow the engineers’ or surveyors' guidance with respect to any alleged errors, omissions, inconsistences, ambiguities, or conflicts contained within the Plans and Specifications. Ankeny,IA | Carroll,IA Cedar Rapids,IA | Clive,IA Coralville,IA | Council Bluffs,IA Fort Dodge,IA | Sioux City,IA Columbia,MO | Macon,MO North Kansas City,MO Lenexa, KS Portsmouth, NH | Boston, MA 2025000275-000 PROPOSED FAST FOOD RESTAURANT433, 437, & 439 STATION AVENUEYARMOUTH, MA 02664C2 BLR BLR NID 225 Friend Street Suite 805 Boston, MA 02114 P 617-466-6765 --- --- --- --- --- --- --- --- 10/10/2025 GRADING AND DRAINAGE PLANMATCH EXISTING CURB MATCH EXISTING CURB 6" ROOF DRAIN ROOF DRAIN CLEANOUT APPROX. SAWCUT (TYP.) UNDERGROUND STORMTECH INFILTRATION SYSTEM (SEE DETAIL) PROVIDE LIP WHERE DRIVEWAY MEETS ROADWAY TO MAINTAIN GUTTERLINE OF ROADWAY TOC=51.9 BOC=51.4 TOC=51.9 TOC=51.9 WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWHHIHEMGMMWMWWVWVGVEHEHEHGVGVEHWVWVWVRHRHWVDYHWVWVGVWVGV?MW?MWMWMWMWMW??MWMW?WVA/CGMBBA/C00OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE00OHEOHEOHEOHEOHEOHESTSTSTSSSSGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGS T STSTSTOHEOHEOHEOHEG G C02PROP O SE D TACO BELL RESTA U RA NT (SMALL 20)2,094 SF (20 SEAT S)TTTTTPPPP PRD RD RD WWWW W W 43.5' (35' MIN.)P:\2025000275-000\04-DRAWINGS\CIVIL\SHEETS\UTILITY PLAN.DWGREVISIONS PROJECT INFO ENGINEER DRAWN BY CHECKED BY DRAWING NO. NOTICE: McClure Engineering Co. is not responsible or liable for any issues, claims, damages, or losses (collectively, “Losses”) which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for Losses which arise from failure to obtain and/or follow the engineers’ or surveyors' guidance with respect to any alleged errors, omissions, inconsistences, ambiguities, or conflicts contained within the Plans and Specifications. Ankeny,IA | Carroll,IA Cedar Rapids,IA | Clive,IA Coralville,IA | Council Bluffs,IA Fort Dodge,IA | Sioux City,IA Columbia,MO | Macon,MO North Kansas City,MO Lenexa, KS Portsmouth, NH | Boston, MA 2025000275-000 PROPOSED FAST FOOD RESTAURANT433, 437, & 439 STATION AVENUEYARMOUTH, MA 02664C3 BLR BLR NID --- --- --- --- --- --- --- --- 10/10/2025 UTILITY PLAN0 202010 NOTES: 1.SEE SHEET T1.1 FOR NOTES AND LEGEND INFORMATION. S AWCU T PROP. COMMUNICATION SERVICE PROP. ELECTRICAL SERVICE PROP. ADS STORMTECH CHAMBER SYSTEM (SC-7200) (SEE GRADING & DRAINAGE PLAN) PROPOSED DRAIN MANHOLE (TYP.)PROP. TRENCH DRAIN (SEE GRADING & DRAINAGE PLAN) PROP. 6" ROOF DRAIN PROP. ROOF DRAIN CLEANOUT (TYP.) PROP. GREASE TRAP PROP. SEPTIC TANK PROP. SEPTIC PRETREATMENT UNITS CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR SERVICE CONNECTION PROP. 1 1 2" WATER SERVICE WITH "OPEN RIGHT" CURB STOP PROP. WATER SERVICE SADDLE CONNECT TO EXISTING GAS SERVICE APPROX. SEPTIC LEACH FIELD AREA (SEE PLANS BY OTHERS) PROPOSED CATCH BASIN (TYP.) WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWCATCH BASIN TOP ELEV: 48.99' FL ELEV 12" RCP (N): 45.08' SUMP FILLED WITH DEBRIS BM1 BM2 HHIHEMGMMWMWWVWVGVEHEHEHGVGVEHWVWVWVRHRHWVDYHWVWVGVWVGV?MW?MWMWMWMWMW??MWMW?WVA/CGMBBA/C00OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE00OHEOHEOHEOHEOHEOHESTSTSTCATCH BASIN TOP ELEV: 49.18' 12" CMP FL ELEV (S): 45.84' SUMP FILLED WITH DEBRIS CATCH BASIN TOP ELEV: 48.36' LEACHING SUMP: 42.49' CATCH BASIN TOP ELEV: 48.96' FL ELEV 12" CMP (NE): 45.78' FL ELEV 12" RCP (S): 45.42' CATCH BASIN TOP ELEV: 48.94' 12" CMP FL ELEV (N): 45.98' SUMP AND LINE TO SOUTH FILLED WITH DEBRIS CATCH BASIN TOP ELEV: 49.53' 12" CMP FL ELEV (S): 45.26' SUMP FILLED WITH DEBRISSTDRAIN MANHOLE RIM ELEV: 49.57' UNABLE TO OPEN STDRAIN MANHOLE RIM ELEV: 49.65' SUMP FILLED WITH DEBRIS STDRAIN MANHOLE RIM ELEV: 49.41' MATERIAL AND SIZE UNKNOWN FL ELEV (NW): 45.18' MATERIAL AND SIZE UNKNOWN FL ELEV (WSW): 43.21' MATERIAL AND SIZE UNKNOWN FL ELEV (SE): 42.94' SUMP FILLED WITH DEBRIS CATCH BASIN TOP ELEV: 49.14' MATERIAL AND SIZE UNKNOWN TOP OF HOOD ELEV (ENE): 45.10' 12" VCP FL ELEV (SW): 44.70' SUMP FILLED WITH DEBRIS CATCH BASIN TOP ELEV: 49.63' TOP OF HOOD ELEV (SE): 46.98' 18" RCP FL ELEV (NW): 45.73' SUMP FILLED WITH DEBRIS STDRAIN MANHOLE RIM ELEV: 49.79' 18" RCP FL ELEV (SE): 46.98' 12" RCP FL ELEV (W): 46.04' 18" RCP FL ELEV (NW): 46.02' SUMP FILLED WITH DEBRIS CATCH BASIN TOP ELEV: 49.22' 12" VCP FL ELEV (NE): 45.11' SUMP FILLED WITH DEBRIS CATCH BASIN TOP ELEV: 48.92' LEACHING SUMP FILLED WITH DEBRIS ROUND CATCH BASIN TOP ELEV: 48.58' LEACHING SUMP FILLED WITH DEBRIS CATCH BASIN TOP ELEV: 50.46' 12" CIP FL ELEV (E): 46.46' SUMP FILLED WITH DEBRIS CATCH BASIN TOP ELEV: 49.02' LEACHING SUMP FILLED WITH DEBRISSTDRAIN MANHOLE RIM ELEV: 48.19' UNABLE TO OPEN SSSSGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGS T STSTSTOHEOHEOHEOHEG G SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS F S F S F SFSFSFSFSFSFSFSFSFSFSFSF C02SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFPROP O SE D TACO BELL RESTA U RA NT (SMALL 20)2,094 SF (20 SEAT S)SFSF51 515049 5 1 50 5151 51 5150 5051 52 51 52 50 50 51 5 1 50 49525150 P:\2025000275-000\04-DRAWINGS\CIVIL\SHEETS\EROSION CONTROL PLAN.DWGREVISIONS PROJECT INFO ENGINEER DRAWN BY CHECKED BY DRAWING NO. NOTICE: McClure Engineering Co. is not responsible or liable for any issues, claims, damages, or losses (collectively, “Losses”) which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for Losses which arise from failure to obtain and/or follow the engineers’ or surveyors' guidance with respect to any alleged errors, omissions, inconsistences, ambiguities, or conflicts contained within the Plans and Specifications. Ankeny,IA | Carroll,IA Cedar Rapids,IA | Clive,IA Coralville,IA | Council Bluffs,IA Fort Dodge,IA | Sioux City,IA Columbia,MO | Macon,MO North Kansas City,MO Lenexa, KS Portsmouth, NH | Boston, MA 2025000275-000 PROPOSED FAST FOOD RESTAURANT433, 437, & 439 STATION AVENUEYARMOUTH, MA 02664C4 BLR BLR NID 225 Friend Street Suite 805 Boston, MA 02114 P 617-466-6765 --- --- --- --- --- --- --- --- 10/10/2025 EROSION & SEDIMENT CONTROL PLANTEMPORARY PERIMETER EROSION CONTROLS (TYP.) CATCH BASIN INLET PROTECTION (TYP.) STABILIZED CONSTRUCTION EXIT DO NOT TRACK HEAVY EQUIPMENT OVER FUTURE INFILTRATION SYSTEM BED OR SEPTIC LEACH FIELD TEMPORARY PERIMETER EROSION CONTROLS (TYP.) STABILIZED CONSTRUCTION EXIT P:\2025000275-000\04-DRAWINGS\CIVIL\SHEETS\DETAIL SHEET.DWGREVISIONS PROJECT INFO ENGINEER DRAWN BY CHECKED BY DRAWING NO. NOTICE: McClure Engineering Co. is not responsible or liable for any issues, claims, damages, or losses (collectively, “Losses”) which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for Losses which arise from failure to obtain and/or follow the engineers’ or surveyors' guidance with respect to any alleged errors, omissions, inconsistences, ambiguities, or conflicts contained within the Plans and Specifications. Ankeny,IA | Carroll,IA Cedar Rapids,IA | Clive,IA Coralville,IA | Council Bluffs,IA Fort Dodge,IA | Sioux City,IA Columbia,MO | Macon,MO North Kansas City,MO Lenexa, KS Portsmouth, NH | Boston, MA 2025000275-000 PROPOSED FAST FOOD RESTAURANT433, 437, & 439 STATION AVENUEYARMOUTH, MA 02664C5 BLR BLR NID 225 Friend Street Suite 805 Boston, MA 02114 P 617-466-6765 --- --- --- --- --- --- --- --- 10/10/2025 CONSTRUCTION DETAILSINLET PROTECTION PRIOR TO GRATE/ COVER INSTALLATION 1 NOT TO SCALE MATERIALS STOCKPILE 2 NOT TO SCALE STABILIZED CONSTRUCTION EXIT 3 NOT TO SCALE STRAW WATTLE 4 NOT TO SCALE CATCH BASIN INLET PROTECTION 5 NOT TO SCALE SEDIMENT CONTROL FENCE 6 NOT TO SCALE MOBILE PICKUP EXIT ONLY DRIVE-THRU 2'-0" TYP. 2'-0" TYP. 1'-0" TYP. 4'-0" 8" TYP.8" TYP.8" TYP. 1'-0" TYP. 2'-0" TYP. 4'-0" 2'-0" TYP. 2'-0" TYP. 4'-0" 2'-0" TYP. 1'-0" TYP. 2'-0" TYP. 2'-0" TYP. 4'-0" 1'-0" TYP.5'-0"5'-0" 3 'R 1' R 4'-0" ALL PAVEMENT MARKINGS TO BE WHITE PAVEMENT PAINT, UNLESS STATED OTHERWISE. ON-SITE PAVEMENT MARKINGS DETAILS 1 NOT TO SCALE STRIPED PARKING STALL 2 NOT TO SCALESEE SITE PLANSEE SITE PLAN CENTER TO CENTER 4" WHITE PAINTED LINES SEE WALK DETAILS CURB FLUSH WITH PARKING LOT SURFACE WALK 1:12 MAX5' (MIN.) 6' TIP DOWN CURB (TYP.) ON-SITE ACCESSIBLE RAMP 3 NOT TO SCALE 5' MIN.5'-0"5'-0"5'-0" 20' EXPANSION JOINT TO EXPANSION JOINT (MAX.) CONCRETE SIDEWALK JOINTING AND EDGING 4 NOT TO SCALE 2 1 2" EDGING (TYP.) BROOM FINISH (TYP.) 1-1/4" (TYP.) TOOLED JOINT EXPANSION JOINT 1/2" 1/2" 1/2"5"3/8" DEEP JOINT SEALANT (COLOR TO MATCH CONCRETE)XXX6" X 6" W1.4 X W1.4 WELDED WIRE FABRIC 1/4" WIDE X 1" DEEP TOOLED CONTROL JOINT (TYP.) 1/4" RADIUS (TYP.) CAP END CEMENT CONCRETE PAVEMENT (4000 PSI) EXPANSION JOINT (TYP.)XX9"9" 2.5" 2.5" 5" 6" MIN. COMPACTED CRUSHED GRAVEL BASE UNDISTURBED SUBGRADE OR SUITABLE COMPACTED BACKFILL 1/2" PREFORMED EXPANSION JOINT FILLER #4 SMOOTH (UNDEFORMED) DOWEL (GRADE 40) 18" O.C. 18" LONG W/EXPANSION CAP. COAT CAP END OF DOWEL W/GRAPHITE LUBRICANT, GREASE, OR WRAP W/TAR PAPER. NOTES: 1.MAINTAIN 2" CLEARANCE (TYP) BETWEEN ALL CONCRETE EDGES AND WIRE FABRIC OR DOWEL. 2.CONTROL JOINTS TO BE LOCATED 5 FT. ON CENTER. 3.EXPANSION JOINTS TO BE LOCATED 20 FT. ON CENTER. CEMENT CONCRETE SIDEWALK SECTION AND JOINT 5 NOT TO SCALE TYPE 1 - PLAN VIEW STD. 6" CURB TYPE 2 - PLAN VIEW STD. 6" CURB TYPICAL ELEVATION PAVEMENT SURFACE TIP DOWN TO FINISH GRADE TYPICAL TIP DOWN CURB DETAIL 6 NOT TO SCALE 6'-0" CURBLINE CURBLINE 2' (MAX.) 6' 5' (TYP.) SIDEWALK 2' (TYP.) 2' (MAX.) 12" (TYP.)ALIGNNOTES: 1.TWELVE INCH (12") LINES SHALL BE APPLIED IN ONE APPLICATION, NO COMBINATION OF LINES (TWO - 6 INCH LINES) WILL BE ACCEPTED. 2.LONGITUDINAL CROSSWALK LINES TO BE PARALLEL TO CURBLINE. 3.ALL LONGITUDINAL CROSSWALK LINES TO BE THE SAME LENGTH AND PROPERLY ALIGNED. CROSSWALK 8 NOT TO SCALE ON-SITE PAVEMENT DETAIL 9 NOT TO SCALE SUBGRADE MASSDOT (M3.11.4-1, 3/4 INCH) 2-1/2" BINDER COURSE MASSDOT (M3.11.4-1, 1/2 INCH) 1-1/2" TOP COURSE PAVEMENT SECTION - SEE DETAIL SURFACE TREAMENT AS SPECIFIED ON PLANS 4,000 PSI PRE-CAST CONCRETE CURB OR CAST-IN-PLACE COMPACTED SUBGRADE16"6"12" 6" 1" CONCRETE CURB SECTION ON-SITE 10NOT TO SCALE VARIES60" MIN.30" MIN.2" MIN. CURB OR EOP GROUND 1/4" BOLT 1/4" BOLT BREAKAWAY MOUNT (WITH TAMPER PROOF HARDWARE) 4" MIN. OVERLAP MUTCD SIGN 11 NOT TO SCALE 1 13 16"3 1 2" 1 1 4" POST SECTIONMOUNTING SIGN NUT AND LOCK WASHER 5 16" MACHINE SCREW OR BOLT 2.5 - 3 LB/FT "U" CHANNEL (GALVANIZED) ACCESSIBLE PARKING, RAMP, AND SIGNAGE 7NOT TO SCALE HANDICAP SIGN NOTE: VAN ACCESSIBLE SIGN NOT REQUIRED ON UNIVERSAL OR STANDARD STALLS. FINISH GRADE GALVANIZED METAL SIGN POST INSTALL INSIDE CONCRETE FILLED 6" DIA. STEEL BOLLARD (PAINTED YELLOW) NOTE: SIGNS SHALL BE LOCATED SO THAT THEY CANNOT BE OBSCURED BY A VEHICLE PARKING IN THE SPACE.2'-0"3" 1'-0"18"12" NOTES: 1.POSTS TO BE PLUMB. ANY POST BENT OR OTHERWISE DAMAGED SHALL BE REMOVED AND PROPERLY REPLACED. 2.POSTS MAY BE PLACED OR DRIVEN. 3.WHEN POSTS ARE SET, HOLES SHALL BE DUG TO THE PROPER DEPTH. AFTER INSERTING POSTS, THE HOLES SHALL BE BACKFILLED WITH SUITABLE MATERIAL IN 6" MAXIMUM DEEP THOROUGHLY COMPACTED LAYERS. POSTS SHALL PRESERVE ALIGNMENT. 4.POSTS SHALL NOT BE DRIVEN WITH THE SIGN ATTACHED TO THE POST. 5.SIGNS SHALL BE ERECTED IN CONFORMANCE WITH THE REQUIREMENTS OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES." 6.WHEN SIGN IS IN PLACE NO PART OF THE POST SHALL EXTEND ABOVE THE SIGN.48"MASSDOT (M2.01.07) 18" DENSE GRADED CRUSHED STONE SUBBASE NOTE: 1.WHERE BITUMINOUS PAVEMENT SECTIONS ARE TRANSITIONED TO CONCRETE SECTIONS, BIT. PAVEMENT SHOULD BE THICKENED BY 2 IN. (BINDER COURSE) TO MITIGATE THE CHANCES OF DIFFERENTIAL SETTLEMENT AND CRACKING BETWEEN SECTIONS. THE LATERAL EXTENT OF THE THICKENED SECTION SHOULD BE 6 IN. AND SHOULD TRANSITION BACK TO THE RECOMMENDED FLEXIBLE PAVEMENT SECTION ON A 2H:1V SLOPE.60" MIN.84" MIN.P:\2025000275-000\04-DRAWINGS\CIVIL\SHEETS\DETAIL SHEET.DWGREVISIONS PROJECT INFO ENGINEER DRAWN BY CHECKED BY DRAWING NO. NOTICE: McClure Engineering Co. is not responsible or liable for any issues, claims, damages, or losses (collectively, “Losses”) which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for Losses which arise from failure to obtain and/or follow the engineers’ or surveyors' guidance with respect to any alleged errors, omissions, inconsistences, ambiguities, or conflicts contained within the Plans and Specifications. Ankeny,IA | Carroll,IA Cedar Rapids,IA | Clive,IA Coralville,IA | Council Bluffs,IA Fort Dodge,IA | Sioux City,IA Columbia,MO | Macon,MO North Kansas City,MO Lenexa, KS Portsmouth, NH | Boston, MA 2025000275-000 PROPOSED FAST FOOD RESTAURANT433, 437, & 439 STATION AVENUEYARMOUTH, MA 02664C6 BLR BLR NID --- --- --- --- --- --- --- --- 10/10/2025 CONSTRUCTION DETAILS P:\2025000275-000\04-DRAWINGS\CIVIL\SHEETS\DETAIL SHEET.DWGREVISIONS PROJECT INFO ENGINEER DRAWN BY CHECKED BY DRAWING NO. NOTICE: McClure Engineering Co. is not responsible or liable for any issues, claims, damages, or losses (collectively, “Losses”) which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for Losses which arise from failure to obtain and/or follow the engineers’ or surveyors' guidance with respect to any alleged errors, omissions, inconsistences, ambiguities, or conflicts contained within the Plans and Specifications. Ankeny,IA | Carroll,IA Cedar Rapids,IA | Clive,IA Coralville,IA | Council Bluffs,IA Fort Dodge,IA | Sioux City,IA Columbia,MO | Macon,MO North Kansas City,MO Lenexa, KS Portsmouth, NH | Boston, MA 2025000275-000 PROPOSED FAST FOOD RESTAURANT433, 437, & 439 STATION AVENUEYARMOUTH, MA 02664C7 BLR BLR NID 225 Friend Street Suite 805 Boston, MA 02114 P 617-466-6765 --- --- --- --- --- --- --- --- 10/10/2025 CONSTRUCTION DETAILS1" ANCHOR BOLTS MIN. EMBEDMENT 24" T.O. FOOTING 1/2" DIA RIGID CONDUIT TO POWER (FOR CANOPY ONLY) GRADE STEEL PLATE STEEL TUBE 1" DIA. ANCHOR BOLT 7" 11"7"11"CLEARANCE BAR FOOTING NOTE: REFER TO CURRENT CUT SHEETS FOR FOOTING BOLT DETAILS 2" MIN.12" MIN.FOUNDATION IS SUBJECT TO APPROVAL BY THE STRUCTURAL ENGINEER NOTE: ALL CONDUIT TO BE MIN. 12" BELOW GRADE AT LOCAL FROST DEPTH AND PROJECT 3" ABOVE FOUNDATION CLEARANCE BAR FOOTING 3 NOT TO SCALE 3/4" STL. BASE PLATE 1/4" STL. LEVELING PLATE 9 1/2" BOLT CIRCLE (STL) 11" BOLT CIRCLE (+ 100 MPH WIND) 3/4" STL. BASE PLATE (STD) 1" (100+MPH WIND LOADS) ON A 1/4" THINK LEVELING PLATE. 1" DIA BOLT HOLES (STD) 1 1/4" DIA BOLT HOLES (WIND) 4" SQ. STL. LIGHT POLE (STANDARD) 5" SQ. POLE (100+WIND LOADS AREAS) 2" HAND HOLE WITH COVER 12" ABOVE BASE 3/4" SPACE. NO GROUT 10" (STD) 11" ( WIND) 10" ( S T D ) 11" ( W I N D ) 3" x 3" HOLE IN BASE AND LEVELING PLATE FOR CONDUIT ACCESS BASE PLATE (4) 3/4"X24"X4" ANCHOR BOLTS WITH 2-3/4" MIN. BOLT PROJECTION (STD). (4) 1"X36"X4" ANCHOR BOLTS WITH 3 1/2" MIN. BOLT PROJECTION (100+ MPH WINDS) 2'-6" HIGH RIGID FIBER FORM (SONOTUBE) FORM FILLED WITH CONCRETE TOP OF PAVEMENT (4) #5 BOARS WITH #3 TIES @ 12"- LOCATE ALTERNATE LOCATIONS FROM A.B. 3/4" HEAVY WALL CONDUIT EXTEND TO BUILDING ELECT. SERVICE NOTES 1. FOUNDATION SHOWN IS A TYP. DESIGN. WIND LOADS OF MORE THAN 100 MPH & UNSTABLE SOIL CONDITIONS MAY REQUIRE AN ALTERNATE DESIGN. VERIFY CONDITION OF SOILS WITH SOILS REPORTS. 2. FOUNDATIONS SHALL EXTEND BELOW FROST DEPTH PER LOCAL CODES. FOUNDATION2'-6"2'-0"5'-0" MINIMUM OR BELOW LOCAL FROST DEPTHLIGHT POLE FOOTING 6 NOT TO SCALE 4" CONCRETE SLAB CANE BOLT (1 PER GATE)SWING LATCH4-1/2"3/4" DIA. X 1" DEEP SLEEVE IN PAVEMENT FOR CANE BOLT AT CLOSED & 90° OPEN POSITIONS D BOT. OF CANE BOLT PLATE 1" BELOW BOT. OF GATE FRAME 2 x ANGLE FRAME CANE BOLT REST EDGE OF 2X ANGLE STEEL FRAME 1"2'-0"1"1"5" 4" TOP OF PAVEMENT 1/4" THICK PLATE PAINTED C 24" x 5" CANE BOLT (1/2 DIA.) 3/4" DIA. STEEL GUIDES WELDED TO PLATE (TYP. OF 3) 4" x 24" x 1/4" PLATE BOLTED TO FRAME & FENCE THRU BOLT 47-1/2"1"8" 3/8" HOLE FOR STOP PLATE SECTION1-1/2"4-1/2"3"1. MOUNT 48" ABOVE TOP OF PAVEMENT. 2. ALIGN STOP PLATE WITH SWING LATCH. NOTES: B 4-1/2"X3"X1/4" PLATE, WELDED TO 2" ANGLE FRAME ANGLE FRAME FENCING 2"2"X2"X1/4" 1 x 8 RSC 3/8"48"3"PIPE 1'-0" DIA. MIN. CONC. FOOTING TO FROST PAVEMENT 2x4 BOTTOM RAIL (PLACE HORIZONTAL) 1x8 DOG-EARED R.S.C. (KILN DRIED). ATTACH TO RAILS WITH GALVANIZED DECK SCREWS. 2x4 MID RAIL (PLACE HORIZONTAL) 2x4 TOP RAIL (PLACE HORIZONTAL) SWING LATCH & STOP 1/4" GAP TYP.8'-0"7"3"6"HINGE W/ GREASE ZERK - DETAIL "A" CONC. FILL TO DEPTH OF PIPE 6" WELD COLLAR CANE BOLT - 2"x2"x1/4" ANGLE FRAME, WELDED DETAIL "D"3"ELEVATION B1'-6" 1-1/2" 5" DIA. x 12'-0" SCHEDULE 80 3"6"2"1/2" THRU BOLT 1x8 DOG-EARED ROUGH SAWN CEDAR (KILN DRIED) - ATTACH TO RAILS WITH GALV. DECK SCREWS PLATE ON ADJ. GATE - DETAILS "B" & "C" STEEL PIPE COLUMN CONC. FILL 1"8'-0"ELEVATION A3"4"47 1/2"DEPTH 1/4" GAP TYP. 4"Ø6"7" THICK CONCRETE APRON WITH 12"X12" THICKENED EDGE. #4 REBAR @ 2'-0" O.C. EACH WAY W/ #4 REBAR @ 2'-0" DOWELS & CAPS, 18" LONG @ 24" O.C. BOLLARD #4 SMOOTH WOOD GATES O.C. EACH WAY 8" x 8" THICKENED EDGE PLAN 1 x 8 RSC FENCING SECURED TO 2" x ANGLE FRAME AT TOP & BOT. W/ 1/4" CARRIAGE BOLT 5" DIA. SCHEDULE 80 PIPE COLUMN 2" x 1" x 1/4" STEEL TUBE SPACER WELDED TO 6" DIA. x 6" HINGE & 2" x 2" x 1/4" ANGLE FRAME 2" x 2" x 1/4" ANGLE GATE FRAME 6" DIA. SCHEDULE 80 PIPE HINGE A GATE HINGE DETAIL 1"2" THICKENED BOLLARD 12" x 12" EDGE 2 x 4 TOP, MID, AND BOTTOM SCHED. 40 PIPE W/SLOPED MTL. CAP ON TOP MAXIMUM 6'-0" O.C. SET PIPE IN CONCRETE FOOTING MIN. 1'-0" DIA. TO FROST DEPTH (FILL PIPE W/CONC. TO 4'-0" ABOVE FIN. CONC. IN HIGH WIND LOAD LOCATIONS.) RAILS W/ 1 x 8 ROUGH SAWN CEDAR FENCE 4"Ø 6" PIPE, FILLED W/ CONCRETE. TOP OF PIPE: 4' ABOVE SLAB, (7) REQUIRED FOOTING: 1'-6" DIA. X 4'-6" DEEP (VERIFY W/ FACILITIES4. SEE SITE PLAN FOR ACTUAL TRASH ENCLOSURE DIMENSIONS ELEVATION "A" 10'-0" 1. CONFIRM DUMPSTER SIZE WITH FACILITY LEADER. 2. VERIFY IF DOUBLE DUMPSTER IS REQUIRED. 3. COORDINATE FINISHES WITH BUILDING. 1'-0"1'-0"0'-10" NOTES: 10'-0"1'-0" 1'-0" 0'-10"1'-0"5'-0" 22'-8" (VERIFY W/ FACILITIES LEADER) 3' ELEVATION "B"1'-0"5'-0"3'19'-0"12'-8"DOUBLE WOODEN DUMPSTER ENCLOSURE DETAIL 1 NOT TO SCALE ON-SITE RIGID CONCRETE PAVEMENT 4 NOT TO SCALE MONOLITHIC CONCRETE SIDEWALK 5 NOT TO SCALE 6" PORTLAND CEMENT CONCRETE (REINFORCED CONCRETE 1 4" WELDED WIRE MESH) NOTE: REFER TO GEOTECHNICAL REPORT FOR PAVEMENT RECOMMENDATIONS. 18" COMPACTED CRUSHED GRAVEL BASE SUBGRADE 5' MIN. 2% PITCH MAX. 5" CLASS "C" CONCRETE 6" PROCESSED STONE BASE COMPACT SUITABLE SUBGRADE 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO T-180 METHOD D 2% MAX. PITCH 1 4" FILLED JOINT COMPACT SUITABLE SUBGRADE 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO T-180 METHOD D MONOLITHIC WALK AND CURB SECTION WALK SECTION 5"CLASS "C" CONCRETE 6" PROCESSED STONE PLACED AND COMPACTED IN TWO EQUAL COURSES 8"6"14"6" TYP. THREE SIDES P:\2025000275-000\04-DRAWINGS\CIVIL\SHEETS\DETAIL SHEET.DWGREVISIONS PROJECT INFO ENGINEER DRAWN BY CHECKED BY DRAWING NO. NOTICE: McClure Engineering Co. is not responsible or liable for any issues, claims, damages, or losses (collectively, “Losses”) which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for Losses which arise from failure to obtain and/or follow the engineers’ or surveyors' guidance with respect to any alleged errors, omissions, inconsistences, ambiguities, or conflicts contained within the Plans and Specifications. Ankeny,IA | Carroll,IA Cedar Rapids,IA | Clive,IA Coralville,IA | Council Bluffs,IA Fort Dodge,IA | Sioux City,IA Columbia,MO | Macon,MO North Kansas City,MO Lenexa, KS Portsmouth, NH | Boston, MA 2025000275-000 PROPOSED FAST FOOD RESTAURANT433, 437, & 439 STATION AVENUEYARMOUTH, MA 02664C8 BLR BLR NID 225 Friend Street Suite 805 Boston, MA 02114 P 617-466-6765 --- --- --- --- --- --- --- --- 10/10/2025 CONSTRUCTION DETAILSBOTTOM LANDING, ELEVATION 2% MAX SLOPE, WITH SMOOTH TRANSITION (NO 1 2 LIP) ACCESSIBLE SIGN WITH ADDITIONAL "VAN ACCESSIBLE" LANGUAGE MOUNTED IN 6" BOLLARD (R7-8 & R7-8A) REGULAR ACCESSIBLE STALL, 96"' WIDE, 20' LONG 36" SQUARE ISA PAVEMENT SIGN ACCESS AISLE 96"' WIDE FOR VAN DIAGONAL 3" STRIPES, 36" O.C. WHITE OR BLUE PARKING AND AISLE SLOPE 2% MAX. IN ANY DIRECTION DEPRESSED CURB RAMP AT ACCESSIBLE PARKING (TYP.) 1NOT TO SCALE NOTE: FOR SLABS SUBJECTED TO WHEEL LOADS, IT IS RECOMMENDED THAT INTEGRAL CURBS BE UTILIZED OR BE THICKENED AN ADDITIONAL 2 INCHES. TYPICALLY, THE TRANSITION FROM THE THICKENED EDGE TO THE NOMINAL CONCRETE THICKNESS WILL OCCUR OVER A 36-INCH LENGTH AS MEASURED FROM THE EDGE OF THE SLAB. DRIVE-THRU WINDOW UNIT (SEE ARCH PLANS) PLAN VIEW SECTION VIEW FIN. FLOOR 8" WIDE CONCRETE CURB AT DRIVE-THRU TOWER (PROVIDE 4" CLEARANCE FROM FACE OF BRICK TO FACE OF CURB. (SEE SITE PLAN FOR ACTUAL LOCATION) 6" PORTLAND CEMENT CONCRETE PAD WITH 6"X6" W2.9 X W2.9 WELDED WIRE MESH 12" DENSE GRADED CRUSHED STONE PROCESSED AGGREGATE BASE DRIVE-THRU SURFACE 8" WIDE CONCRET CURB AT DRIVE-THRU TOWER (PROVIDE 4" CLEARANCE FROM FACE OF BRICK TO FACE OF CURB. (SEE SITE PLAN FOR ACTUAL LOCATION) CONCRETE PAD AND CURB AT DRIVE THRU WINDOW 2 NOT TO SCALE NOTE: SEE BOLLARD AT DRIVE THROUGH DETAIL FOR BOLLARDS PROPOSED ALONG DRIVE THROUGH LANE3'-0" MIN.6"7'-6"6"4'-0"10"VARIESBOLLARD DETAIL 7 NOT TO SCALE NOTE: TO BE INSTALLED FOR BOLLARD ALONG DRIVE THROUGH LANE SEE BOLLARD DETAIL ON THIS SHEET FOR ALL OTHERS. 10' 0" 9' 9" 4' 0" 1' 6"10" X 10"X1 1/4" THICK STEEL PLATE 5"X5"X1 1/4" STEEL TUBE 1 1/4" DIA. HOLE FOR 1" DIA.7"ANCHOR BOLT 10"7"10"CANOPY FOOTING SPEAKER POST - FOUNDATION IS SUBJECT TO APPROVAL BY THE STRUCTURAL ENGINEER B.O.C. CANOPY AND SPEAKER FOOTING 3NOT TO SCALE 12" CONCRETE FOOTING SURFACE OF DRIVE THRU LANE PAVEMENT 6" WIDE C 24" DEEP CONCRETE CURB 6" STEEL PIPE BOLLARD FILLED WITH CONCRETE 3" 3'-0" 2'-6"1'-0" SLOPE 1/2" TOP OF PAVEMENT (WHERE OCCURS)6"BOLLARD AT DRIVE THROUGH 5NOT TO SCALE CLEARANCE BAR, SEE 4/C1.0 FOR BOLLARD, SEE FOOTING DETAIL DETAIL 6/C1.0 RIGHT ISO VIEW FACE OF CURB9'-6"2'-2"2'-0 1/4"1'-0 "CLEARANCE BAR PLACEMENT DETAIL 8NOT TO SCALE SOW FOR DMB INSTALL AND VENDORS • RSCS TO SUPPLY DMB AND CABLE • SIGN VENDOR TO SUPPLY ANCHOR BOLTS AND BOLT PATTERN TO GC. • SITE SURVEY -SIGN VENDOR NEW BUILD 1. TRENCHING/ CONDUIT-GC 2. FORMING/ FOUNDATION/ ANCHOR BOLTS -GC 3. DMB INSTALL -SIGN VENDOR 4. DMB CABLE PULL -SIGN VENDOR 5. DMB FINAL CONNECTION AND SYSTEM CHECK -SIGN VENDOR 6. ELECTRICAL -PULL BY GC -DEDICATED CIRCUIT REMODEL (SUCCESSOR MANDATORY -MIDTERM OPTIONAL FOR FZ) 1. EXISTING FOOTING (SKIP TO STEP 4) -SIGN VENDOR 2. TRENCHING/ CONDUIT -SIGN VENDOR 3. FORMING/ FOUNDATION/ ANCHOR-BOLTS (SKIP TO STEP 5) -SIGN VENDOR 4. ANCHOR BOLTS -SIGN VENDOR 5. DIGITAL MD INSTALL -SIGN VENDOR 6. DMB CABLE PULL -SIGN VENDOR 7. DMB FINAL CONNECTION AND SYSTEM CHECK -SIGN VENDOR JUST DMB INSTALL 0. PERMITTING -SIGN VENDOR 1. EXISTING FOOTING (SKIP TO STEP 4) -SIGN VENDOR 2. TRENCHING/ CONDUIT -SIGN VENDOR 3. FORMING/ FOUNDATION/ ANCHOR-BOLTS (SKIP TO STEP 5) -SIGN VENDOR 4. ANCHOR BOLTS -SIGN VENDOR 5. DIGITAL MD INSTALL -SIGN VENDOR 6. DMB CABLE PULL -SIGN VENDOR 7. DMB FINAL CONNECTION AND SYSTEM CHECK -SIGN VENDOR REMODEL NEW BUILDING RETROFIT FOUNDATION IS FURTHER THAN 6' INTEGRATED CANOPY EXISTS - N/A RECOMMEND NEW FOUNDATION WORK PERFORMED BY GC - BOLLARDS NEEDED -DO NOT PLACE IN FRONT OF MENUBOARD WORK PERORMED BY SIGNAGE INSTALLER WORK PERFORMED BY SIGNAGE INSTALLER WORK PERFORMED BY SIGNAGE INSTALLER RECOMMEND NEW FOUNDATION WORK FOUNDATION PERFORMED USING EXISTING FOUNDATION BY GC (ALTHOUGH NOT RECOMMENDED)- N/A N/A - MENU BOARD SOW 6 NOT TO SCALE 6" STEEL PIPE FILLED W/ CONCRETE. PRIMED & PAINTED SAFETY YELLOW PER SHEET A4.0 1/2" RADIUS, TYPICAL PAVEMENT SURFACE 2" MIN. 1'-6"W x 3'-0"D x 1'-6"L FOOTING CL CL CL CL CL CL C 90°B1'-4"2'-10"48° A B C 6'-3" 5'-10" 5'-11" 3'-3" 3'-6" 3'-7" 1'-3" 1'-7" 1'-9" 15'-0" 18'-0" 20'-0" MENU BRD DEG TILT 48° 52° 54° 80'-0" TO CENTER OF D/T WINDOW NOTES 1.ALL AREAS OF THE MB MUST BE VISIBLE TO DRIVER LOCATED AT SPEAKER POST. ASUME DRIVERS LOCATION IS 24" FROM FACE OF CURB, CENTERED ON SPEAKER POST. 2.CENTER OF MB TO BE 5'-6" TO 9'-0" FROM DRIVERS POINT OF VIEW. 3.PROVIDE (2) 1" CONDUITS FROM BUILDING TO SPEAKER POST FOR LOW VOLTAGE WIRING CORNER DIMENSIONS RADUS FACE OF CURB CENTER POINT OF BASE. SEE 3/C1.0 FOR FOOTING DETAIL 5 PANEL MENU BOARD (91.5" WIDE) (STATIC) DIGITAL MENU BOARD (60.7" WIDE) WITH FRONT SWING UP ACCESS CANOPY, SEE DETAIL 4/C1.0 FOR FOOTING DETAIL ESTIMATED POSITION OF DRIVERS HEAD ALIGNED WITH CENTER OF OCB. 6" DIA. CONCRETE FILLED 30" HIGH BOLLARD. SEE DETAIL 8/C1.0 SPEAKER POST, SEE 4/C1.0 FOR FOOTING DETAIL OUTLINE OF CANOPY ABOVE 6" DIA. CONCRETE FILLED 30" HIGH BOLLARD. SEE DETAIL 8/C1.0A 15' radius ENLARGED MENU BOARD DETAIL @ CURVED CURB 9NOT TO SCALE PREFERRED 8"X8" ANCHOR PATTERN IS SUBJECT TO APPROVAL BY THE STRUCTURAL ENGINEER ANCHOR PLATE (3)1" CONDUITS 8" FOUNDATION IS SUBJECT TO APPROVAL BY THE STRUCTURAL ENGINEER8"CONDUIT SCHEDULE DEVICE POWER DATA DIRECTIONAL SPEAKER POST MENU BOARD (1) 3/4" (1) 1" (1) 1" - (1) 1" PREVIEW BOARD NOTE: ALL CONDUIT TO BE MIN. 12" BELOW GRADE AT LOCAL FROST DEPTH AND PROJECT 3" ABOVE FOUNDATION NOTE: BOLT PATTERN PROVIDED AS EXAMPLE -OBTAIN ANCHOR BOLT TEMPLATE FROM SUPPLIER OPTIONAL (1) 1" (2) 1" (2) 1" GRADE MENU BOARD -(3) CAT 6 PREVIEW BOARD-(2) CAT 6 SPEAKER POST -(1) CAT 6 MENU FOUNDATION 4 NOT TO SCALE P:\2025000275-000\04-DRAWINGS\CIVIL\SHEETS\DETAIL SHEET.DWGREVISIONS PROJECT INFO ENGINEER DRAWN BY CHECKED BY DRAWING NO. NOTICE: McClure Engineering Co. is not responsible or liable for any issues, claims, damages, or losses (collectively, “Losses”) which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for Losses which arise from failure to obtain and/or follow the engineers’ or surveyors' guidance with respect to any alleged errors, omissions, inconsistences, ambiguities, or conflicts contained within the Plans and Specifications. Ankeny,IA | Carroll,IA Cedar Rapids,IA | Clive,IA Coralville,IA | Council Bluffs,IA Fort Dodge,IA | Sioux City,IA Columbia,MO | Macon,MO North Kansas City,MO Lenexa, KS Portsmouth, NH | Boston, MA 2025000275-000 PROPOSED FAST FOOD RESTAURANT433, 437, & 439 STATION AVENUEYARMOUTH, MA 02664C9 BLR BLR NID 225 Friend Street Suite 805 Boston, MA 02114 P 617-466-6765 --- --- --- --- --- --- --- --- 10/10/2025 CONSTRUCTION DETAILSUTILITY TRENCH 3 NOT TO SCALE TYPICAL GAS TRENCH 6 NOT TO SCALE THRUST BLOCK 7 NOT TO SCALE TYPICAL WATER SERVICE CONNECTION 5 NOT TO SCALE TYPICAL TRENCH SECTION FOR WATER SERVICE 8 NOT TO SCALE DRAIN MANHOLE 1 NOT TO SCALE DEEP SUMP CATCH BASIN ECCENTRIC CONE 2 NOT TO SCALE TYPICAL DRAIN CLEANOUT 4 NOT TO SCALE ADS DURASLOT XL TRENCH DRAIN 9 NOT TO SCALE P:\2025000275-000\04-DRAWINGS\CIVIL\SHEETS\DETAIL SHEET.DWGREVISIONS PROJECT INFO ENGINEER DRAWN BY CHECKED BY DRAWING NO. NOTICE: McClure Engineering Co. is not responsible or liable for any issues, claims, damages, or losses (collectively, “Losses”) which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for Losses which arise from failure to obtain and/or follow the engineers’ or surveyors' guidance with respect to any alleged errors, omissions, inconsistences, ambiguities, or conflicts contained within the Plans and Specifications. Ankeny,IA | Carroll,IA Cedar Rapids,IA | Clive,IA Coralville,IA | Council Bluffs,IA Fort Dodge,IA | Sioux City,IA Columbia,MO | Macon,MO North Kansas City,MO Lenexa, KS Portsmouth, NH | Boston, MA 2025000275-000 PROPOSED FAST FOOD RESTAURANT433, 437, & 439 STATION AVENUEYARMOUTH, MA 02664C10 BLR BLR NID 225 Friend Street Suite 805 Boston, MA 02114 P 617-466-6765 --- --- --- --- --- --- --- --- 10/10/2025 CONSTRUCTION DETAILS C02P:\2025000275-000\04-DRAWINGS\CIVIL\SHEETS\SIGN & GRAPHIC PLAN.DWGREVISIONS PROJECT INFO ENGINEER DRAWN BY CHECKED BY DRAWING NO. NOTICE: McClure Engineering Co. is not responsible or liable for any issues, claims, damages, or losses (collectively, “Losses”) which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for Losses which arise from failure to obtain and/or follow the engineers’ or surveyors' guidance with respect to any alleged errors, omissions, inconsistences, ambiguities, or conflicts contained within the Plans and Specifications. Ankeny,IA | Carroll,IA Cedar Rapids,IA | Clive,IA Coralville,IA | Council Bluffs,IA Fort Dodge,IA | Sioux City,IA Columbia,MO | Macon,MO North Kansas City,MO Lenexa, KS Portsmouth, NH | Boston, MA 2025000275-000 PROPOSED FAST FOOD RESTAURANT433, 437, & 439 STATION AVENUEYARMOUTH, MA 02664C11 BLR BLR NID 225 Friend Street Suite 805 Boston, MA 02114 P 617-466-6765 --- --- --- --- --- --- --- --- 10/10/2025 SIGN & GRAPHICS PLANSIGN LOCATION PLAN SCALE: 1" = 40' SIGN CALCULATIONS: FREESTANDING SIGN ALLOWED BY LOCAL ORDINANCE = 24 S.F., 12 FT. HIGH TOTAL WALL SIGNAGE ALLOWED = 60 S.F. MAX., 2 FT. MAX. SIGN HEIGHT PROPOSED SIGN SCHEDULE SYMBOL DESCRIPTION AREA QTY TOTAL SF A "TACO BELL" MONUMENT SIGN 19.0 1 19.0 B "TACO BELL" LETTERS WALL SIGN 12.2 2 24.4 C 28.2 1 28.2DRIVE-THRU MENU BOARD 0 202010 TACO BELL WALL SIGN B NOT TO SCALE TACO BELL MONUMENT SIGN A NOT TO SCALE B A C B OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEEASEMENT PERPB. 289, PG. 67STSTSTSTINLET NOT FOUNDSEE GENERAL NOTE #5ON SHEET 01OHEOHEOHEOHEDO NOT ENTER GOMOB I L E P IC KU P DR I V E THR U MOB I L E P I C KU P C 0 2 PRO PO S ED T ACO B E L LRE S T AUR AN T ( SM A L L 2 0 ) 2 , 0 9 4 S F ( 2 0 S E A T S )HC6SD5PL3GP4AF5JD10GP4SD3DF5BE7HC4DF5BE4SD4GP5HC3PL6RP1SS3SH1ER4PO1PO1RS7MC6MC6CC1CC1CC1AF2MC6AF2MC6SD4PL3P:\2025000275-000\04-DRAWINGS\CIVIL\SHEETS\LANDSCAPE PLAN.DWG REVISIONSPROJECT INFOENGINEERDRAWN BYCHECKED BYDRAWING NO.NOTICE:McClure Engineering Co. is notresponsible or liable for any issues,claims, damages, or losses(collectively, “Losses”) which arisefrom failure to follow these Plans,Specifications, and the engineeringintent they convey, or for Losseswhich arise from failure to obtainand/or follow the engineers’ orsurveyors' guidance with respect toany alleged errors, omissions,inconsistences, ambiguities, orconflicts contained withinthe Plans and Specifications.Ankeny,IA | Carroll,IACedar Rapids,IA | Clive,IACoralville,IA | Council Bluffs,IAFort Dodge,IA | Sioux City,IAColumbia,MO | Macon,MONorth Kansas City,MOLenexa, KSPortsmouth, NH | Boston, MA2025000275-000PROPOSED FAST FOOD RESTAURANT 433, 437, & 439 STATION AVENUE YARMOUTH, MA 02664 L1BLRBLRNID225 Friend Street Suite 805 Boston, MA 02114 P 617-466-6765------------------------10/10/2025LANDSCAPE PLAN STATION AVENUEOLD TOWN HOUSE ROADPLANTING SCHEDULESEED: PROPOSED LOAM AND HYDROSEED, ALL DISTURBED AREAS AS SHOWNROCK MULCH: NEW ENGLAND RIVER ROCK, 1":-2" NOMINAL OVER LANDSCAPE FABRICLEGENDLANDSCAPE NOTES:1.SEED ALL DISTURBED AREAS WITHIN THE CONTRACT LIMITS, UNLESS NOTED OTHERWISE. SEED LIMITS SHOWN ON PLAN ARE FOR REFERENCE ONLY. FINALLIMITS MAY CHANGE BASED ON CONSTRUCTION ACTIVITIES.2.PLANT QUANTITIES ARE FOR CONTRACTORS CONVENIENCE, THE DRAWING SHALL PREVAIL IF A CONFLICT OCCURS.3.ALL PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1).4.CONTRACTOR SHALL WARRANTY ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OF INITIAL ACCEPTANCE.5.FOR WARRANTY PURPOSES, THE DATE OF INITIAL ACCEPTANCE SHALL BE SUBMITTED IN WRITING TO THE OWNER AND/OR OWNER'S REPRESENTATIVE AFTERALL PLANT MATERIALS HAVE BEEN INSTALLED AND REVIEWED BY OWNER OR OWNER'S REPRESENTATIVE. PLANT MATERIALS WILL ONLY BE ACCEPTED IFTHEY ARE IN AN ALIVE AND THRIVING CONDITION.6.CONDITIONAL ACCEPTANCE OF PLANT MATERIAL MAY BE GIVEN FOR PLANTS INSTALLED IN A DORMANT CONDITION WITH INITIAL ACCEPTANCE OCCURRINGTHE FOLLOWING SPRING ONCE THEY ARE SHOWN TO BE ALIVE AND THRIVING.7.IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE IDENTIFICATION TAGS AND CORDS ON ALL PLANT MATERIAL PRIOR TO THE COMPLETION OF THECONTRACT. IDENTIFICATION TAGS (INCLUDING SIZING INFORMATION) MUST BE LEFT ON UNTIL AFTER ACCEPTANCE BY OWNER OR OWNER'SREPRESENTATIVE.8.FOR TREES OUTSIDE ROCK PLANTING BEDS, CONTRACTOR SHALL PLACE SHREDDED HARDWOOD MULCH TO A DEPTH OF 4 INCHES, UNLESS NOTED. SEEPLANTING DETAIL9.STAKING AND GUYING OF TREES SHALL BE AT THE DISCRETION OF THE CONTRACTOR BASED ON CURRENT ACCEPTED NURSERY STANDARDS. GENERALLY,TREES IN LARGE OPEN AREAS SUBJECT O SIGNIFICANT WIND SHALL BE STAKED. STAKE AND WRAP TREES IMMEDIATELY AFTER PLANTING. CONTRACTORSHALL ADJUST AND MAINTAIN GUYING TENSION THROUGHOUT THE PLANT ESTABLISHMENT PERIOD. REMOVE ALL STAKES AND GUY WIRES NO MORE THANONE YEAR AFTER INSTALLATION.10.THE LANDSCAPING CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BEFORE STARTING ANY SITE WORK OR PLANTING. THE CONTRACTOR SHALL BERESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES.11.NO LANDSCAPE MATERIAL SHALL BE SUBSTITUTED WITHOUT THE AUTHORIZATION OF THE LANDSCAPE ARCHITECT.12.ALL EDGING SHALL BE DURAEDGE 3/16" STEEL EDGING - COLOR BLACK, OR APPROVED EQUAL.13.CONTRACTOR SHALL BE RESPONSIBLE MAINTAINING APPROPRIATE LEVEL OF WATERING FOR ALL NEW PLANTS FOR A PERIOD OF 30 DAYS.14.ALL SHRUB AND PERENNIAL PLANTING BEDS SHALL INCORPORATE TYPAR 3301 NONWOVEN LANDSCAPE FABRIC (OR SIMILAR) AND 3" THICK LAYER OF WASHEDRIVER ROCK (1.5" NOMINAL SIZE).15.ALL BEDS TO RECEIVE GRANULAR PRE-EMERGENT WEED CONTROL BEFORE AND AFTER ROCK IS INSTALLED.DO NOT CUT CENTRAL LEADERWRAP TRUNK WITH APPROVEDTREE WRAP TO FIRST BRANCH4" DEEP HARDWOOD MULCHCUT SYNTHETIC CORDS AROUNDROOTBALL AND TRUNK -ENTIRELYREMOVE WIRE BASKETS FROM BALLSET ROOTBALL ON UNDISTURBEDSUBGRADEDECIDUOUS TREE PLANTING (TYP.)NOT TO SCALESCALE:SCARIFY SIDES & BOTTOM OFPLANTING PITSTAKING ORIENTATIONNORTHNORTH2 STAKES - 3" CAL. & LESS3 STAKES - GREATER THAN 3" CAL.3'-0"SET ROOTBALL FLUSH WITHFINISHED GRADEDO NOT PLACE MULCH INCONTACT WITH BASE OF TREEPRUNE ANY DEAD/DAMAGEDBRANCHING FROM TREE.MAINTAIN OVERALL APPEARANCE.USE HOSE GUARDS AROUNDTRUNK ON STAKING WIRE. TIEWIRE TO STEEL POSTS PLACEDOUTSIDE PLANT PIT..LEAVE STAKES IN PLACE NO MORETHAN 1 YEAR FROM INSTALLATION.CONTRACTOR RESPONSIBLE FORREMOVAL.4" DEPTH SHREDDED HARDWOODMULCHSCARIFY SIDES & BOTTOM OFPLANTING PITEVERGREEN TREE PLANTING (B&B)NOT TO SCALESCALE:CUT SYNTHETIC CORDS AROUNDROOTBALL AND TRUNK -ENTIRELYREMOVE WIRE BASKETS FROM BALLSET ROOTBALL ON UNDISTURBEDSUBGRADE3'-0"DO NOT PLACE MULCH INCONTACT WITH BASE OF TREEDECIDUOUS SHRUB DETAILEVERGREEN SHRUB DETAILSUB-SOILPLANTING PIT TWICETHE WIDTH OF ROOTBALLSHRUB PLANTING (TYP)NOT TO SCALESCALE:3" ROCK0202010 WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWCP1 CP2 CP3 CP4 CP5 BM1 BM2 HHIHEMGMMWMWWVWVGVEHEHEHGVGVEHWVWVWVRHRHWVDYHWVWVGVWVGV?MW?MWMWMWMWMW??MWMW?WVA/CGMBBA/C00OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE00OHEOHEOHEOHEOHEOHESTSTST50 5050515050505152 51 51 51 5152 51504949 50 49 4949 4950 5150 50 5151 50 49 50 5050 49 5050 5349 50 5050SSSSGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGS T STSTSTOHEOHEOHEOHEG G DO NOTENTERGO MOBIL E PIC K U P DRIVETHRU MOBILEPICKUP C02PROP O SE D TACO BELL RESTA U RA NT (SMALL 20)2,094 SF (20 SEAT S)P:\2025000275-000\04-DRAWINGS\CIVIL\SHEETS\VEHICLE TURNING MOVEMENT PLAN.DWGREVISIONS PROJECT INFO ENGINEER DRAWN BY CHECKED BY DRAWING NO. NOTICE: McClure Engineering Co. is not responsible or liable for any issues, claims, damages, or losses (collectively, “Losses”) which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for Losses which arise from failure to obtain and/or follow the engineers’ or surveyors' guidance with respect to any alleged errors, omissions, inconsistences, ambiguities, or conflicts contained within the Plans and Specifications. Ankeny,IA | Carroll,IA Cedar Rapids,IA | Clive,IA Coralville,IA | Council Bluffs,IA Fort Dodge,IA | Sioux City,IA Columbia,MO | Macon,MO North Kansas City,MO Lenexa, KS Portsmouth, NH | Boston, MA 2025000275-000 PROPOSED FAST FOOD RESTAURANT433, 437, & 439 STATION AVENUEYARMOUTH, MA 02664VT BLR BLR NID 225 Friend Street Suite 805 Boston, MA 02114 P 617-466-6765 --- --- --- --- --- --- --- --- 10/10/2025 VEHICLE TURNING MOVEMENT PLAN0 202010 NOTES: 1.SEE SHEET 2 FOR NOTES AND LEGEND INFORMATION. DO NOTENTERGO MOBILEPICKUP DRIVE THRUMOBILEPICKUP C020.0 0.10.1 0.10.1 0.10.10.1 0.10.1 0.10.10.1 0.10.1 0.10.10.10.10.1 0.10.10.10.10.1 0.20.3 0.2 0.10.10.10.10.10.00.0 0.00.0 0.0 0.00.0 0.00.00.00.0 0.0 0.00.10.10.10.10.10.1 0.10.10.10.10.20.20.20.20.20.10.10.10.10.10.20.10.20.20.20.20.30.20.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.0 0.1 0.10.1 0.10.10.10.1 0.10.20.2 0.20.30.30.40.4 0.30.2 0.2 0.20.20.20.20.20.20.20.20.4 0.30.20.1 0.10.10.10.10.1 0.10.0 0.0 0.00.0 0.00.0 0.00.00.0 0.00.00.1 0.1 0.10.10.1 0.10.10.1 0.2 0.20.2 0.3 0.40.50.60.60.60.50.4 0.40.30.30.30.30.3 0.30.30.5 0.3 0.20.10.1 0.10.10.10.10.10.1 0.1 0.10.00.00.00.00.0 0.00.00.00.00.10.10.1 0.10.10.1 0.1 0.20.20.20.30.40.5 0.60.81.01.11.21.00.7 0.50.40.4 0.4 0.40.40.4 0.40.30.2 0.20.10.1 0.1 0.10.10.1 0.10.10.1 0.1 0.10.1 0.00.00.00.0 0.00.0 0.10.10.10.10.2 0.20.20.2 0.20.2 0.30.4 0.50.6 0.8 1.11.41.7 2.0 2.01.61.0 0.70.60.50.50.5 0.50.40.30.30.2 0.20.2 0.2 0.10.10.10.10.10.1 0.1 0.10.1 0.1 0.00.00.00.00.00.00.10.10.10.10.20.20.20.20.20.30.40.50.60.81.01.41.92.43.03.33.01.91.20.90.80.70.70.60.50.40.30.30.30.20.20.20.20.20.20.1 0.10.10.10.10.10.0 0.00.00.0 0.0 0.00.0 0.10.10.10.10.2 0.30.3 0.3 0.30.4 0.50.6 0.81.0 1.31.82.43.24.04.64.43.12.0 1.41.2 1.01.00.90.70.50.40.40.40.4 0.40.30.3 0.20.20.10.10.1 0.10.1 0.10.00.0 0.00.00.0 0.0 0.00.10.1 0.10.10.2 0.20.30.3 0.3 0.40.50.60.71.01.3 1.8 2.33.1 4.04.9 5.6 5.44.12.72.11.7 1.51.31.20.90.70.6 0.50.50.4 0.4 0.30.20.20.20.10.10.10.10.10.1 0.00.00.00.00.0 0.00.00.1 0.10.10.1 0.10.20.30.40.40.40.4 0.6 0.70.9 1.2 1.62.22.93.84.7 5.6 6.1 5.95.13.82.72.42.21.8 1.4 1.10.9 0.70.50.4 0.30.30.2 0.20.20.2 0.1 0.10.10.10.10.10.1 0.0 0.0 0.00.00.00.10.10.10.1 0.10.1 0.1 0.20.3 0.50.50.40.5 0.7 0.91.11.5 1.92.63.4 4.25.1 5.75.95.85.64.83.43.0 2.92.41.71.30.90.70.6 0.50.40.30.3 0.2 0.20.2 0.2 0.10.10.10.10.10.1 0.0 0.00.00.00.10.10.10.10.10.10.10.10.20.20.30.50.50.50.60.81.01.31.72.12.83.54.34.95.35.45.7 5.85.44.23.83.42.72.01.5 1.1 0.80.60.50.40.4 0.30.30.20.20.20.1 0.10.10.10.1 0.10.10.0 0.10.10.1 0.10.10.10.10.1 0.10.2 0.2 0.20.3 0.50.6 0.60.70.8 1.01.3 1.72.3 2.93.74.34.74.95.15.55.85.75.34.53.6 3.02.4 1.8 1.31.00.70.60.5 0.40.40.30.30.2 0.20.20.1 0.10.10.10.10.1 0.1 0.1 0.10.10.1 0.10.10.10.10.20.2 0.2 0.30.40.50.60.70.8 0.91.11.4 1.8 2.5 3.4 4.04.44.64.7 4.9 5.25.55.95.95.44.74.03.02.41.71.20.90.70.60.50.4 0.40.30.30.2 0.20.20.10.10.10.10.10.10.10.1 0.10.10.2 0.2 0.20.20.2 0.20.30.3 0.4 0.50.7 0.80.91.01.2 1.52.23.2 4.2 4.6 4.74.64.6 4.64.95.35.7 6.0 6.1 6.05.44.43.42.51.71.2 0.90.8 0.6 0.60.50.40.30.30.2 0.20.10.1 0.1 0.10.10.10.10.10.1 0.10.2 0.2 0.30.30.40.40.40.4 0.5 0.70.8 1.0 1.11.21.5 2.02.94.45.35.3 5.1 4.8 4.74.64.95.15.56.0 6.3 6.46.56.05.24.02.71.7 1.21.00.80.70.60.50.40.30.2 0.2 0.20.1 0.1 0.10.10.00.10.10.10.10.10.20.20.30.40.40.5 0.50.60.81.11.31.41.61.92.63.85.5 6.36.15.65.14.94.94.9 5.15.4 5.96.36.7 7.17.16.45.23.72.41.61.21.00.90.80.60.50.4 0.30.20.20.10.10.1 0.1 0.10.10.10.10.10.1 0.10.20.2 0.30.30.40.60.7 1.01.3 1.61.92.22.6 3.34.76.1 6.8 6.66.1 5.65.35.15.15.25.5 6.0 6.47.07.57.3 6.55.44.13.02.1 1.6 1.41.1 1.00.80.6 0.50.40.30.20.2 0.10.1 0.1 0.10.10.1 0.10.10.1 0.1 0.20.20.30.30.40.60.81.11.5 2.12.62.73.14.35.56.36.86.86.56.15.7 5.45.45.5 5.86.26.7 7.27.4 6.96.15.2 4.33.42.72.11.71.51.21.00.80.60.4 0.30.30.20.20.10.10.1 0.1 0.10.10.1 0.10.10.2 0.20.30.3 0.5 0.60.91.21.72.43.03.53.75.0 5.96.06.16.3 6.3 6.15.8 5.75.65.76.06.36.77.07.0 6.35.6 4.9 4.2 3.63.12.72.21.9 1.51.20.9 0.7 0.50.40.30.20.20.1 0.10.10.10.10.1 0.10.10.10.2 0.2 0.30.3 0.5 0.71.01.4 2.02.53.2 3.94.75.55.85.75.65.75.85.8 5.75.65.55.65.86.16.36.4 6.2 5.75.14.54.13.83.53.22.82.42.01.61.20.90.70.50.4 0.30.20.2 0.1 0.10.10.10.10.10.10.2 0.20.20.30.40.50.8 1.21.92.43.23.74.7 5.5 5.65.55.35.15.1 5.25.35.35.3 5.25.35.45.65.75.7 5.45.04.54.24.03.93.83.6 3.43.02.52.01.5 1.1 0.8 0.6 0.50.40.3 0.20.10.1 0.1 0.10.10.10.1 0.20.20.20.30.4 0.71.1 1.8 2.5 3.54.45.15.45.55.4 5.04.74.54.54.64.8 4.84.8 4.7 4.74.85.05.15.14.84.54.14.0 4.04.04.14.14.03.63.12.5 1.9 1.41.1 0.80.60.5 0.30.20.20.10.1 0.10.20.20.20.20.2 0.30.40.61.0 1.83.04.24.95.45.65.55.24.84.54.13.94.04.14.24.34.34.2 4.24.34.44.5 4.5 4.3 4.1 3.9 3.84.0 4.24.4 4.64.64.33.93.22.51.91.4 1.1 0.80.60.40.20.10.10.20.2 0.2 0.20.3 0.3 0.30.40.50.81.62.84.3 5.4 6.05.85.45.14.84.3 3.9 3.73.63.63.63.83.93.9 3.8 3.83.8 4.04.14.3 4.24.03.83.9 4.1 4.4 4.85.15.25.14.74.03.22.41.8 1.41.00.70.40.20.10.20.20.20.3 0.40.40.50.50.60.81.32.23.3 4.55.66.35.85.34.74.33.83.4 3.3 3.23.13.23.43.53.53.53.53.5 3.7 4.44.64.64.54.04.04.4 4.75.1 5.45.7 5.75.6 5.04.03.1 2.41.7 1.10.70.40.20.10.20.30.30.40.50.60.70.91.01.42.02.73.64.5 5.4 6.15.45.02.72.3 2.01.6 1.33.03.1 3.33.33.33.43.64.34.74.74.64.24.34.6 5.05.4 5.86.06.2 6.3 5.95.0 3.93.02.01.2 0.70.30.2 0.1 0.3 0.30.40.6 0.70.9 1.11.31.62.1 2.63.34.04.7 5.3 5.92.8 3.23.33.54.3 4.7 4.94.84.44.75.05.35.76.1 6.36.5 6.7 6.65.84.73.42.21.20.6 0.30.20.10.30.40.50.71.01.21.6 1.92.32.73.23.9 4.5 5.05.45.9 2.82.93.23.4 4.1 4.54.85.04.74.95.45.76.06.46.66.66.76.76.15.03.52.01.00.50.20.20.10.3 0.50.60.91.21.62.02.63.03.4 3.84.45.05.45.7 6.0 2.9 3.03.13.74.04.34.6 4.8 5.0 5.25.66.16.56.97.06.9 6.6 6.15.34.2 2.71.40.70.4 0.20.2 0.1 0.4 0.5 0.71.01.41.92.53.1 3.64.2 4.65.05.55.96.1 4.6 2.93.83.83.94.14.64.95.2 5.45.66.06.57.17.2 7.1 6.8 6.1 5.1 3.8 2.7 1.71.00.60.40.20.20.1 0.30.50.7 1.01.52.02.7 3.44.14.85.55.9 6.2 6.56.65.55.5 5.55.6 5.7 5.75.55.2 4.8 4.13.52.94.34.1 4.03.94.04.24.5 4.95.35.7 5.96.26.6 7.0 7.3 7.57.05.94.93.82.7 1.91.2 0.80.50.40.20.20.10.3 0.50.71.0 1.42.02.8 3.5 4.4 5.2 6.0 6.66.8 7.17.1 6.1 6.26.16.36.56.4 6.35.95.24.43.74.54.24.13.9 3.94.0 4.34.75.2 5.76.26.56.77.17.47.57.16.14.83.83.1 2.21.51.0 0.7 0.50.3 0.20.20.10.30.4 0.60.91.31.92.63.54.45.46.46.76.66.66.66.25.96.16.16.16.36.56.35.55.34.74.23.9 3.73.63.73.94.34.85.36.06.67.07.27.37.5 7.36.25.04.5 3.62.71.91.30.90.60.40.30.30.20.10.20.30.5 0.71.01.52.1 2.93.95.05.85.8 5.4 5.05.0 4.54.44.54.54.65.15.6 6.1 5.64.7 4.03.53.33.1 3.13.33.5 3.94.45.15.96.77.37.6 7.67.4 6.75.34.13.73.22.4 1.71.20.9 0.60.40.3 0.20.20.20.10.20.3 0.5 0.71.0 1.4 1.92.63.43.93.9 3.8 3.42.6 2.22.42.3 2.43.13.64.04.23.93.32.82.52.4 2.42.52.72.93.3 3.74.45.26.06.97.57.66.95.74.23.32.9 2.51.9 1.5 1.10.8 0.6 0.40.30.3 0.20.20.1 0.1 0.10.20.30.40.60.9 1.21.61.81.92.02.01.71.81.91.81.72.02.02.0 2.0 2.01.8 1.61.5 1.51.6 1.82.02.22.5 2.93.44.14.95.8 6.6 6.95.94.33.12.52.11.8 1.51.30.9 0.70.50.5 0.40.30.3 0.20.00.1 0.10.1 0.20.2 0.30.40.5 0.60.8 0.91.01.21.1 1.3 1.41.31.21.21.11.1 1.00.90.91.0 1.01.1 1.2 1.31.51.61.92.22.63.13.8 4.65.35.64.7 3.12.31.71.5 1.3 1.20.90.7 0.50.40.40.4 0.40.3 0.3 0.00.00.10.10.10.10.2 0.20.30.40.50.60.70.80.80.91.01.00.90.80.70.70.60.60.60.60.70.70.80.91.1 1.21.4 1.6 1.92.32.93.43.93.93.12.01.5 1.21.01.00.90.70.60.4 0.30.30.20.20.20.20.0 0.0 0.00.1 0.10.10.10.2 0.20.30.3 0.40.50.50.60.7 0.70.7 0.6 0.60.50.50.50.50.50.50.50.6 0.60.70.8 0.91.01.21.41.72.0 2.32.5 2.3 1.71.21.00.80.70.7 0.60.6 0.50.40.3 0.20.2 0.20.1 0.1 0.0 0.0 0.00.10.1 0.10.10.1 0.2 0.20.3 0.3 0.40.40.40.50.50.50.5 0.50.40.40.40.40.4 0.40.40.4 0.5 0.50.60.60.70.91.01.21.41.5 1.41.20.90.70.70.60.5 0.50.50.50.5 0.30.20.20.10.10.1 0.1 0.00.00.0 0.00.10.1 0.1 0.10.20.20.20.30.3 0.30.30.40.40.40.40.4 0.30.30.3 0.3 0.30.30.3 0.30.40.4 0.40.50.5 0.6 0.70.80.90.80.70.6 0.5 0.50.5 0.40.40.40.40.40.40.3 0.2 0.10.1 0.1 0.10.10.00.00.00.1 0.10.10.1 0.10.2 0.20.2 0.20.3 0.3 0.30.3 0.30.30.30.30.3 0.30.30.30.30.3 0.30.30.30.3 0.3 0.40.4 0.4 0.50.50.50.40.40.3 0.3 0.30.3 0.3 0.30.30.30.40.40.2 0.2 0.10.10.1 0.10.10.00.00.00.10.10.10.10.10.10.20.20.20.20.30.30.20.20.20.30.30.30.20.20.20.20.20.20.20.2 0.20.30.30.30.30.3 0.30.20.20.2 0.20.20.20.20.20.2 0.20.20.30.30.20.10.10.10.10.1 0.0 0.00.00.10.1 0.10.1 0.1 0.10.1 0.10.2 0.20.3 0.20.20.2 0.20.20.20.20.3 0.30.2 0.2 0.20.20.20.2 0.20.20.20.20.2 0.20.20.2 0.20.20.20.20.2 0.20.2 0.20.20.2 0.20.2 0.30.20.1 0.10.1 0.10.00.0 PROPOSEDTACO BELL RESTA U RA NT (SMALL 20)2,094 SF(20 SEATS)CP1 CP2 CP3 CP4 CP5 BM1 BM2 HHFF: 52.48'FF: 52.48'IHEMGMMWMWWVWVGVEHEHEHGVGVEHWVWVWVRHRHWVDYHWVWVGVWVGV?MW?MWMWMWMWMW??MWMW?WVFF: 50.91'FF: 50.90' FF: 50.83' FF: 50.84'A/CGMBBA/CFF: 50.87'THTH00OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE00OHEOHEOHEOHEOHEOHESSSSOHEOHEOHEOHEOHEOHEOHEP:\2025000275-000\04-DRAWINGS\CIVIL\SHEETS\PHOTOMETRIC SITE PLAN.DWGREVISIONS PROJECT INFO ENGINEER DRAWN BY CHECKED BY DRAWING NO. NOTICE: McClure Engineering Co. is not responsible or liable for any issues, claims, damages, or losses (collectively, “Losses”) which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for Losses which arise from failure to obtain and/or follow the engineers’ or surveyors' guidance with respect to any alleged errors, omissions, inconsistences, ambiguities, or conflicts contained within the Plans and Specifications. Ankeny,IA | Carroll,IA Cedar Rapids,IA | Clive,IA Coralville,IA | Council Bluffs,IA Fort Dodge,IA | Sioux City,IA Columbia,MO | Macon,MO North Kansas City,MO Lenexa, KS Portsmouth, NH | Boston, MA 2025000275-000 PROPOSED FAST FOOD RESTAURANT433, 437, & 439 STATION AVENUEYARMOUTH, MA 02664LO BLR BLR NID 225 Friend Street Suite 805 Boston, MA 02114 P 617-466-6765 --- --- --- --- --- --- --- --- 10/10/2025 LIGHTING PLANLuminaire Schedule Symbol Qty Label Arrangement Luminaire Lumens LLF CCT Luminaire Watts Mounting Height Description 1 A SINGLE 40238 0.900 4000K 321 27.5 VP-2-320L-315-4K7-3-UNV-A-DBT / SES-25-40-01-F-B4-DBT 3 B SINGLE 39566 0.900 4000K 321 27.5 VP-2-320L-315-4K7-4W-UNV-A-DBT / SES-25-40-01-F-B4-DBT 1 C Single 43479 0.900 4000K 321 27.5 VP-2-320L-315-4K7-5QW-UNV-A-DBT / SES-25-40-01-F-B4-DBT Calculation Summary Label Avg Max Min Avg/Min Max/Min EXTENDED 1.84 7.6 0.0 N.A.N.A. PARKING LOT & DRIVE-THRU SURFACE 5.11 7.6 2.6 1.97 2.92 LIGHT LEVELS ARE MAINTAINED FOOT-CANDLES POLE BASES ARE 2'-6" AFG TACO BELL YARMOUTH, MA SEPTEMBER 30, 2025 ACCUSERV LIGHTING & EQUIPMENT 877-707-7378 DESIGNED BY: JOHN BUJAKE jbujake@accu-serv.com QUOTATIONS BY: TESSA PARISE tparise@accu-serv.com 0 202010 NOTES: 1.SEE SHEET T1.1 FOR NOTES AND LEGEND INFORMATION. 2.LIGHT FIXTURES ARE AVAILABLE THROUGH ACCUSERV LIGHTING & EQUIPMENT, ANY CHANGE IN FIXTURE MUST BE APPROVED BY THE OWNER, DESIGN ENGINEER, AND TOWN OF YARMOUTH.