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HomeMy WebLinkAbout2A - Site Plans77777777 4 5 6 14 3 MAP 97 LOT 22 N/F LANDS OF YARMOUTH 2001 ASSOCIATES DOC. #825822 LOT 2 JOHN T. MAHONEY, III LOT 8 CO M M O N W E A L T H O F M A S S . (F / K / A P E N N C E N T R A L R A I L R O A D ) S74 ° 2 3 ' 5 9 " W 290 . 7 7 ' N 0 7 ° 3 6 ' 0 1 " W 20 0 . 0 0 ' S85 ° 4 3 ' 5 2 " W 182 . 5 2 ' N 0 7 ° 3 6 ' 0 1 " W 20 0 . 0 0 ' S74 ° 2 3 ' 5 9 " W 290 . 7 7 ' S83° 2 2 ' 5 6 " E 238. 1 0 ' UNREGISTERED PORTION OF MAP 97, PARCEL 22 DOC. # 435905 N/F LANDS OF GREAT STATION, LP BK. 36808, PG. 320 W E SN A D 8 3 N A D 8 3 CA P E C O D R A I L T R A I L PROPOSED RETAIL BUILDING ADDITION 6,732± SF PARKING SPACES TO REPLACE SEVEN (7) SPACES TO BE REMOVED PLUS ONE SPACE FOR SPACE LOST TO NEW ADA SPACE 8 12 5' PROP CONC CURB PROP 5' CONC SIDEWALK PROP CONC CURB EXISTING METAL SHIPPING CONTAINER TO BE RELOCATED PROP BOLLARD (TYP OF 6) 50 . 4 ' SEVEN (7) EXISTING PARKING SPACES TO BE REMOVED & RELOCATED TO NORTH INSTALLATION AREA 2,376± SF SALES AREA 4,356± SF PROP CANOPY 23 89' 164 . 8 ' PROP BOLLARD (TYP.) 8' 10 ' 20' PROP ADA SIGN MOUNTED IN BOLLARD PROP 15'x30' TIRE RACK CANOPY DUMPSTER AREA (TO BE SHARED WITH ADJACENT TENANT) PROP BOLLARD 6' O.C. (TYP OF 5) C-301 SITE PLAN THIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 02/25/2026 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR M: \ M A \ 2 0 2 6 \ M A A 2 6 0 0 0 7 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - P R O P - M A A 2 6 0 0 0 7 . 0 0 - 0 A - - - - - > L A Y O U T : C - 3 0 1 S I T E OR THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: MAA260007.00-0A BJC AWP 02/25/2026 P-CIVL-PROP PROPOSED SITE PLAN DOCUMENTS CLIENT PROPOSED DEVELOPMENT 484 STATION AVENUE YARMOUTH, MA BARNSTABLE COUNTY MAP: 97 | LOT: 22 FOR CONCEPT PURPOSES ONLY THIS DRAWING IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. 50 WASHINGTON ST., SUITE 2000 WESTBOROUGH, MA 01581 Phone:(508) 480-9900 www.BohlerEngineering.com TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R M a r 2 7 , 2 0 2 6 Know what's below.Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. MASSACHUSETTS LICENSE No. 41530 NEW HAMPSHIRE LICENSE No. 15476 CONNECTICUT LICENSE No. 26177 RHODE ISLAND LICENSE No. 9616 MAINE LICENSE No. 12553 J.A. KUCICH PROFESSIONAL ENGINEER COMMON W E A L T H OF MASSA C H U SETTS R EGIST E R E DP R O FESSIONAL E N GI N E ER JOHN A. KUCICH CIVIL No. 41530 ZONING TABLE ZONE: B1 - BUSINESS DISTRICT & AQUIFER PROTECTION OVERLAY DISTRICT PROPOSED USE: TIRE SALES AND TIRE SERVICE / INSTALLATION (TOWN BYLAW USE H11: MISC RETAIL STORES & L5: OTHER AUTO SERVICES) MAP: 97 | LOT: 22 BULK REQUIREMENTS ITEM CODE PERMITTED EXISTING PROPOSED MIN LOT AREA 203.5 25,000 SF 416,433 SF (9.57 AC.)NO CHANGE MIN LOT FRONTAGE 203.5 150 FT >150 FT NO CHANGE MIN YARD SETBACKS FRONT YARD 203.5, NOTE J 75 FT 148.1 FT NO CHANGE SIDE YARD 203.5 25 FT 221.4 FT 164.8 FT REAR YARD 203.5 20 FT 136.7 FT NO CHANGE MAX PERMITTED HEIGHT 203.4.2 35 FT 33.8 FT <35.0 FT MAX BUILDING COVERAGE 203.5 25%15.1%17.2% MIN PARKING SETBACKS FOR BUSINESS DISTRICTS PARKING BUFFER TO ROW 301.4.9 20 FT >20 FT NO CHANGE BUFFER TO PROPERTY LINES 301.4.9 10 FT >10 FT NO CHANGE KEY =VARIANCE REQUIRED MASSACHUSETTS SITE NOTES (Rev. 10/2025) 1.WHEN APPLICABLE, OWNER/ OPERATOR MUST FILE THE NOI FOR NPDES PERMITS AT APPROPRIATE AND/OR REQUIRED TIME FRAMES BASED UPON THE DESIRED START OF CONSTRUCTION. LAND DISTURBING ACTIVITIES MUST NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED FROM GOVERNING AUTHORITIES (INCLUDING STORMWATER POLLUTION PREVENTION PLAN). THE CONTRACTOR MUST STRICTLY ADHERE TO THE APPROVED SWPPP PLAN DURING CONSTRUCTION OPERATIONS (IF PROVIDED). 2.ALL CONCRETE MUST BE AIR ENTRAINED AND INCLUDE THE MINIMUM COMPRESSIVE STRENGTH OF JURISDICTIONAL STANDARD PSI AT 28 DAYS (OR 4,000 PSI) UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT. IF THERE ARE ANY DISCREPANCIES BETWEEN THE PLANS, DETAILS AND GEOTECHNICAL REPORT THEN THE GEOTECHNICAL REPORT MUST GOVERN. 3.THE CONTRACTOR MUST FILE SITE SIGNAGE APPLICATION OR PERMIT UNDER SEPARATE APPLICATION UNLESS DONE SO AS PART OF JURISDICTIONAL PERMITTING PROCEDURES. 4.THE CONTRACTOR MUST REPAIR OR REPLACE IN KIND, AT THE CONTRACTOR'S SOLE COST AND EXPENSE, ALL SIDEWALKS, CURBS, PAVEMENT MARKINGS, AND PAVEMENT DAMAGED BY CONSTRUCTION ACTIVITIES WHETHER SPECIFIED ON THIS PLAN OR NOT. 5.WORK WITHIN THE RIGHT-OF-WAY MUST BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS AND STANDARDS OF THE DEPARTMENT OF PUBLIC WORKS, ENGINEERING DEPARTMENT, HIGHWAY DIVISION, AND/OR STATE DOT HIGHWAY DEPARTMENT. 6.WHERE RETAINING WALLS ARE IDENTIFIED ON THE PLANS, TOP AND BOTTOM OF WALL WIDTHS DO NOT REPRESENT THE ACTUAL WIDTH OF THE PROPOSED WALL, RATHER THEY ARE AN ASSUMPTION BASED ON WALL TYPE AND WALL HEIGHT. WALL FOOTINGS AND /OR FOUNDATIONS ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR OR WALL DESIGNER, AND MUST BE SET BASED UPON FINAL STRUCTURAL DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTION OCCURS. THE CONTRACTOR MUST ENSURE THAT AN APPROPRIATELY LICENSED PROFESSIONAL DESIGNS ALL WALLS SHOWN HEREON AND PRIOR TO CONSTRUCTION. REFER TO GRADING NOTES REGARDING RETAINING WALL DESIGN. 7.CONTRACTOR IS CAUTIONED OF EXISTING UTILITY SERVICES TO REMAIN IN PROXIMITY TO PROPOSED BOLLARDS AND SIGNS. CONTRACTOR MUST PROVIDE FIELD MODIFICATION LOCATIONS OF BOLLARDS AND BOLLARDS WITH SIGNAGE AS NEEDED TO AVOID CONFLICTS WITH EXISTING UTILITY SERVICES TO REMAIN. 0 SCALE:1" = 20' 20 20510 PARKING REQUIREMENTS ITEM CODE PERMITTED EXISTING PROPOSED MIN STALL SIZE 301.4.2 10 FT X 20 FT (1)10 FT X 20 FT 10 FT X 20 FT MIN AISLE WIDTH 301.4.3 20-24 FT 20-30 FT NO CHANGE LOADING REQUIREMENTS 301.6 AS NEEDED N/A N/A MIN LOADING SIZE -N/A N/A N/A MIN NUMBER OF STALLS (2)301.5 190±338 338 MIN NUMBER OF ADA STALLS 1 12 13 (1) 1O FT X 18 FT ALLOW IF SPACE FOR A 2.5 FT BUMPER OVERHANG (2) PARKING COUNTS INCLUDE ADJACENT LOT 23-C1 REQUIRED FOR USE (PROPOSED TIRE SALES AND INSTALLATION): RETAIL AREA: 1 SPACE PER 7 OCCUPANTS. OCCUPANCY LOAD = 4268 SF / 60 SF/PERSON = 72, 72 OCCUPANTS / 7 = 10 SPACES TIRE INSTALLATION AREA: 1 SPACE PER 2 OCCUPANTS. OCCUPANCY LOAD = 8, 8 OCCUPANTS / 2 = 4 SPACES KEY =VARIANCE REQUIRED