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HomeMy WebLinkAbout0199 FALMOUTH ROAD - Health i I � I "I " - 1. I ­�_­­_­­.._'..­l.__'..'..l­­11--1 _.­._­­ll.___'_..-11--l- At crxs _-.1...-I­­­­1---l"-.1-1-11- .1.1--.1..........__...1­11­11'­I�­­_­. ....".."...I.-I-11-.11­111-1-1-1-F:�_.-Il...1-111 -.1-­­­---I...1-1.... ....1--.1--111-11__l..-._­_.l.._...__--.11.11,......_­ _...."-__ __ _­_ _'__ "-- ...­­-I-1-I I-I-1 11 _-...... _._.__....�..,_ ___... _ -- .., .,_.-,...._. .. ._..__..�... ._,...,...._.._.._.,.._ .__ . _ ._._ ._.......__....__ _...._..._.._.,_._ ..._.. __.._.._.- ". -. _.__. _ 3. ........ ..... ;........,.,... r, r. . .__,_., .-.._......_ . . ,....,,. ." r.. ,_..... ..... ._.r. ,_........ .,. - g r . ? I i I S i ?. I I 'i' 7 S i . i .. >w'� S S _._.._�. ....... ......._._.. s_- ....__._._... .___._.. ��..._._._,......., ..... _..,.�_,.. .._. ._.. .. .__,�_- _. _._. -...�._. .._. �... ..._. ...... w 1 . I. v i t ` i i 9 L,. ii�I c J T. .......,....__.,.r__,.._,...,.�....�.... .._�._____..�__,. _m...__.-._.... ....__,........ - -_-.-...._: , ti" �I" I �:::::1 11 � . - [::!E:�o , I I �F���I I -I-,--r---r ' E�� - _ . 11 _ GENERAL NOTES __. 1. ALL LANDSCAPING SHOWN ON PLANS SHALL CONFORM TO 11. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, THE TOWN OF BARNSTABLE ZONING REGULATIONS. SUPERVISION, TOOLS, EQUIPMENT, FUEL, POWER, SANITARY FACILITIES AND INCIDENTALS NECESSARY FOR THE FURNISHING, K Prepared For: 2. ALL SITE LIGHTING SHOWN ON PLANS SHALL BE DIRECTED PERFORMANCE TESTING, START-UP AND COMPLETION OF THIS ONTO SITE AND CONFORM TO THE APPLICABLE TOWN OF WORK. T� TDE1� OF DRAWINGS- � �IL BAABLE ZONING REGULATIONS. 11� 12. THE CONTRACTOR SHALL BE RESPONSIBLE TO DISPOSE OF � . 3. ALL SIGNAGE SHALL CONFORM TO APPLICABLE TOWN OF ANY UNSUITABLE OR SURPLUS MATERIALS PROPERLY OF SITE IN SHEET DESCRIPTION 5W-ROUTE 28 BASTA ZONING REGULATIONS WITH ALL PERMITS SECURED ACCORDANCE WITH LOCAL AND STATE ENVIRONMENTAL CODES. PRIOR TO INSTALLATION. 13. ALL EXISTING UTILITIES WATER, GAS, DRAINS, & ELECTRIC PORT. MA 02646 4. SITE IMPROVEMENTS DEPICTED ON THESE PLANS SHALL SHALL BE PROPERLY PROTECTED AND MAINTAINED DURING THE 1 �COVER SHEET CONFORM TO THE AMERICANS WITH DISABILITIES ACT WITH CONSTRUCTION PERIOD. ANY DEVIATION FROM THE CONTENT OF REGARD TO DIMENSIONS AND GRADE AND NUMBER OF SPACES. THESE PLANS WITHOUT WRITTEN CONSENT OF THIS ENGINEER 2. GENERAL NOTES & LEGEND WOULD MAKE IT NULL AND VOID. 5. UTILITY INCLUDING ALL ELECTRIC, TELEPHONE, CABLE 3. EXISTING CONDITIONS & DEMOLITION PLAN TELEVISION, AND OTHER COMMUNICATION LINES, BOTH MAIN AND 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY SERVICE CONNECTIONS, SERVICING NEW BUILDING SHALL BE AND JOB SAFETY ON THE SITE. THE CONSTRUCTION SHALL BE 4. PROPOSED SITE LAYOUT PLAN PROVIDED BY UNDERGROUND WIRING WITHIN EASEMENTS OR PERFORMED IN ACCORDANCE WITH "OSHA" AND THE LOCAL DEDICATED PUBLIC RIGHT-OF-WAY, INSTALLED IN ACCORDANCE MUNICIPALITY CONSTRUCTION STANDARDS. 5. LANDSCAPE LAYOUT PLAN SITE PLAN REVIEW SET WITH THE BOARD OF PUBLIC WORKS SPECIFICATIONS. 15. IN CASE OF A CONFLICT BETWEEN THE PROPOSED WORK 6. PROPOSED DRAINAGE, GRADING & UTILITY PLAN 6. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO SHOWN ON THIS PLAN AND THE APPLICABLE LOCAL AND STATE OBTAIN ANY AND ALL ITS REQUIRED BY THE STATE OF CODES, THE APPLICABLE CODES SHALL GOVERN. 7. SITE DETAILS #1 MASSACHUSETTS AND THE TOWN OF BARNSTABLE PRIOR TO COMMENCING ANY WORK. 16. THE CONTRACTOR SHALL SHORE, BRACE, SHEET PILE OR 8. EXISTING FLOOR LAYOUT OTHERWISE SUPPORT THE EXISTING UTILITIES AND STREETS NEXT 7. THE LOCATION OF EXISTING UNDERGROUND UTILITIES TO THE PROPOSED WORK. 1 9. EXISTING FRONT, REAR, & SIDE BUILDING ELEVATIONS PREPARED BY: (ELECTRIC, GAS, TELEPHONE, WATER AND SEWER) SHOWN ON tHIS PLAN IS APPROXIMATE AND WERE OBTAINED FROM VARIOUS 17. ALL CONSTRUCTION MATERIAL, COMPONENTS, AND METHODS 10. PROPOSED FLOOR LAYOUT SOURCES OF INFORMATION. EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE , TOWN OF BARNSTABLE OR THE MASS DOT FOR BRIDGES AND 8. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING HIGHWAYS AS AMENDED TO PRESENT. 11. PROPOSED FRONT, REAR, & SIDE BUILDING ELEVATIONS CHOUBAH ENGINEERING GROUP, P.C. CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION 18. RESTORE ALL DISTURBED AREAS BEYOND PROJECT LIMITS AND 12. EXISTING CANOPY AND PUMP LEVATIONS TO DIG SAFE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE 6" LOAM AND SEED ALL AREAS NOT PAVED. CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. 19. COORDINATE UTILITY INSTALLATION WITH APPROPRIATE �' 9. THE CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW THE VENDORS. :VFA CONSTRUCTION DRAWING AND TO NOTIFY THE ENGINEER WITH 20. ALL OUTSIDE MECHANICAL APPURTENANCES TO BE PLACED ON HALT' CONSULTING PROFESSIONAL ENGINEERS ANY DISCREPANCY BETWEEN THE PROPOSED WORK SHOWN ON fig. THESE PLAN AND THE REQUIREMENTS OF LOCAL AND STATE CONCRETE UTILITY PADS AND SCREENED WITH FINISH TO MATCH UB ( ci�h_' 701 CODES. BUILDING. 8736 10. EXISTING BUILDING IS A SLAB ON GRADE WITH NO 22. ROOF DRAIN TIE-INS AND DRAIN LINES SHALL BE INSPECTED � I� ° 112 STATE ROAD, NORTH DARTMOUTH, MA 02747 BASEMENT. PRIOR TO BACKFILLING AND PAVING. ��� - TEL:(508) 858-5040 FAX:(508) 858-5041 www.choubahgroup.com PROPOSED MODIFICATIONS AT 199 LMOUTI I ROAD HYANNIS MA 02601 u 'j ,SI . 's FEBRUARY 22, 2015 PROJECT No 14-409 � _lwwmmft� - � r//--- I 11 7 - CHOUBAH ENGINEERING GROUP,P.C. LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION SITE NOTES CONSULTING PROFESSIONAL ENGINEERS 1. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO 7. THE CONTRACTOR SHALL MAINTAIN ALL EXCAVATION IN DRY EXIST. CONTOUR HAYBALE AND SILT FENCE/ OBTAIN ANY AND ALL PERMITS REQUIRED BY THE STATE OF CONDITIONS. 112 STATE ROAD (ROUTE 6), ° ° ° ° ° ° ° LIMIT OF DISTURBANCE MASSACHUSETTS AND THE TOWN OF BARNSTABLE PRIOR TO No.DARTMOUTH,MA 02747 ,•--" $? PROP. CONTOUR COMMENCING ANY WORK. 8. ALL EXISTING UTILITIES WATER, GAS, DRAINS, & ELECTRIC EXIST. GAS PUMPS SHALL BE PROPERLY PROTECTED AND MAINTAINED DURING THE TEL:(508) 858-5040 FAX:(508) 858-5041 >1X40 EXISTING SPOT GRADE 2. THE LOCATION OF EXISTING UNDERGROUND UTILITIES (ELECTRIC, CONSTRUCTION PERIOD. ANY DEVIATION FROM THE CONTENT OF www.choubahgroup.com ID 7 PROP. GAS PUMPS GAS, TELEPHONE, WATER AND SEWER) SHOWN ON THIS PLAN IS THESE PLANS WITHOUT WRITTEN CONSENT OF THIS ENGINEER 11 0 PROPOSED SPOT GRADE APPROXIMATE AND WERE OBTAINED FROM VARIOUS SOURCES OF WOULD MAKE IT NULL AND VOID. - PROPERTY LINE ZEN HANDICAP RAMP INFORMATION. PRIOR TO ANY EXCAVATION ON THIS SITE, THE Project: EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR 9. IN CASE OF A CONFLICT BETWEEN THE PROPOSED WORK EASEMENT LINE TREE NOTIFICATION TO DIG SAFE (1-888-344-7233) AND ANY OTHER SHOWN ON THIS PLAN AND THE APPLICABLE LOCAL AND STATE UTILITIES WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE CODES, THE APPLICABLE CODES SHALL GOVERN. PROPOSED MODIFICATIONS SETBACK LINE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. TO 199 FALMOUTH ROAD FIELD STONE WALL 10. THE CONTRACTOR SHALL SHORE, BRACE, SHEET PILE OR o EXIST. DRAIN 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW THE OTHERWISE SUPPORT THE EXISTING UTILITIES AND STREETS NEXT HYANNIS, MA 02601 D PROP. DRAIN EXIST. RETAINING WALL CONSTRUCTION DRAWING AND TO NOTIFY THE ENGINEER WITH ANY TO THE PROPOSED WORK. .. PROP. RETAINING WALL DISCREPANCY BETWEEN THE PROPOSED WORK SHOWN ON THESE S EXIST. SEWER LINE PLANS AND THE REQUIREMENTS OF LOCAL AND STATE CODES. 11. ALL CONSTRUCTION MATERIAL, COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE S PROP. SEWER LINE EDGE OF TREES/WOODED AREA 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY TOWN OF HYANNIS OR THE MASS DOT STANDARD SPECIFICATIONS !y EXIST. WATER LINE AND JOB SAFETY ON THE SITE. THE CONSTRUCTION SHALL BE FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. PROP. SILT FENCE PERFORMED IN ACCORDANCE WITH "OSHA" AND THE LOCAL Prepared For: W PROP. WATER LINE MUNICIPALITY CONSTRUCTION STANDARDS. 12. DESIGN LOADING FOR ALL PRE-CAST UNITS TO BE E EXIST. ELECTRIC LINE EXIST. GUARDRAIL AASHTO-H20 UNLESS OTHERWISE NOTED.5. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, ELIE BASSIL PROP. GUARDRAIL 13. RESTORE ALL DISTURBED AREAS BEYOND PROJECT LIMITS AND 570 ROUTE 28 E PROP. ELECTRIC LINE SUPERVISION, TOOLS, EQUIPMENT, FUEL, POWER, SANITARY 6" LOAM AND SEED ALL AREAS NOT PAVED. FACILITIES AND INCIDENTALS NECESSARY FOR THE FURNISHING, HARWICH PORT, MA 02646 G EXIST. GAS LINE x xx- EXIST. FENCE PERFORMANCE TESTING, START-UP AND COMPLETION OF THIS 14. COORDINATE UTILITY INSTALLATION WITH APPROPRIATE G PROP. GAS LINE -x x x- PROP. FENCE WORK. VENDORS. cAry EXIST. CABLE TV LINE P-1 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO DISPOSE OF ANY PROBE LOCATION UNSUITABLE OR SURPLUS MATERIALS PROPERLY OFF SITE IN 15. SITE IS LOCATED WITHIN ZONE HB (HIGHWAY BUSINESS) CAN PROP. CABLE TV LINE B-1 BORING LOCATION ACCORDANCE WITH LOCAL AND STATE ENVIRONMENTAL CODES. AND GP (GROUNDWATER PROTECTION). r EXIST. TELEPHONE LINE P.IyW. EXIST. PAVED WATERWAY T PROP. TELEPHONE LINE - 0//,W EXIST. OVERHEAD WIRE P.W.W. PROP. PAVED WATERWAY OHW PROP. OVERHEAD WIRE - - - - - EXIST. EDGE OF PAVEMENT PROPOSED SUPER GAS LINE PROP. EDGE OF PAVEMENT EROS 10 N CONTROL AND S01 L STABILIZATION PROGRAM -----R----- PROPOSED REGULAR GAS LINE CUT & MATCH PAVEMENT PROPOSED DIESEL LINE �- EXIST. SIGN 1. THE SITE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING AND MAINTAINING SUITABLE EROSION AND SEDIMENTATION CONTROL DEVICES ON SITE DURING CONSTRUCTION AS REQUIRED TO PREVENT SILT FROM LEAVING THE SITE. SILT WILL NOT BE ALLOWED BEYOND . a . PROPOSED VAPOR RECOVERY LINE - VR � PROP, SIGN CONSTRUCTION LIMITS. ADDITIONAL PROTECTION: ON-SITE PROTECTION MUST BE PROVIDED THAT WILL NOT PERMIT SILT TO LEAVE THE PROJECT CONFINES DUE TO UNFORESEEN CONDITIONS OR ACCIDENTS. HAI-IM k ® C8 EXIST. CATCH BASIN o SB EXIST. STREET BOUND CHDUTIAH 2. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLANS DOES NOT C1\ " p CB PROP. CATCH BASIN El SB PROP. STREET BOUND PROVIDE SUFFICIENT EROSION AND SEDIMENT CONTROL, ADDITIONAL CONTROL MEASURES SHALL BE IMPLEMENTED. CONTRACTOR IS No.38736 RESPONSIBLE FOR REPAIRING OR REPLACING EROSION CONTROL D W ` 0 OMH EXIST. DRAIN MANHOLE El CB EXIST. CONCRETE BOUND DEVICES WHICH BECOME INEFFECTIVE. 0 DMH PROP. DRAIN MANHOLE O CB PROP. CONCRETE BOUND 3. CONTRACTOR SHALL BE OBTAIN ALL NECESSARY PERMITS FOR ALL GRADING AND OTHER LAND DISTURBING ACTIVITIES PRIOR TO ' CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE CLEANUP AND REMOVAL OF ANY BUILDUP OF SEDIMENT WHICH ESCAPES FROM 0 51t1/-/ EXIST. SEWER MANHOLE ■ M.H.B. MASS. HIGHWAY BOUND THE SITE. 0 SMH PROP. SEWER MANHOLE SL 12" WHITE STOP LINE 4. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING SILT AND DEBRIS OUT OF ALL STORM DRAINAGE STRUCTURES UPON THE COMPLETION 0 £-L111 EXIST. ELECTRIC MANHOLE RCP REINFORCED CONCRETE PIPE OF CONSTRUCTION. 0 EMH PROP. ELECTRIC MANHOLE W. CAST IRON 5. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL TEMPORARY EROSION CONTROL MEASURES AFTER CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. 0 jM,y EXIST. TELEPHONE MANHOLE GATE VALVE OR CURB STOP 6. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ANY FINES LEVIED AGAINST THE SITE FOR VIOLATIONS OF EROSION 0 TMH PROP. TELEPHONE MANHOLE EXIST. HYDRANT CONTROL REGULATIONS. -0- UP EXIST. UTILITY POLE 0711 TEST PIT 7. THE CONTRACTOR SHALL PROVIDE TEMPORARY GROUND COVER FOR ALL AREAS WITH EXPOSED SOIL WHICH WILL NOT BE DISTURBED BY GRADING OPERATIONS FOR A PERIOD OF THIRTY DAYS OR MORE. � Up PROP. UTILITY POLE �� EXIST. LIGHT POLE Issue Date: 2/22J2015 + ze EXIST. LIGHT BOLLARD 8. IF WORK ON THIS PROJECT IS SUSPENDED FOR ANY REASON, THE CONTRACTOR SHALL MAINTAIN THE SOIL EROSION AND SEDIMENTATION Revisions LB Do LP PROP. LIGHT POLE CONTROL FACILITIES IN GOOD CONDITION DURING THE SUSPENSION OF WORK. No. Date Description � PROP. LIGHT BOLLARD EXIST. FIRE BOX [D:mo LP PROP. DOUBLE LIGHT POLE 9. SPRINKLE OR APPLY DUST SUPPRESSERS TO KEEP DUST WITHIN TOLERABLE LIMITS AT THE CONSTRUCTION SITE. Gv EXIST. GAS VALVE 10. CONTRACTOR SHALL INSPECT, CLEAN, AND REMOVE ON A DAILY BASIS ANY SEDIMENTS THAT ARE TRACKED OFF SITE ONTO ADJACENT 5� NON/CITY PARKING RIGHT-OF-WAY AND CITY PARKING, DUE TO CONSTRUCTION ACTIVITIES IN COMPLIANCE WITH EROSION & SEDIMENT CONTROL ORDINANCE. ow EXIST. WATER VALVE O5 CITY PARKING LIMIT OF TOWN OF YARMOUTH PROPOSED PARKING PROP. CROSSWALK ...,_.._� LIMITS OF CONSTRUCTION Project Number: 14-409 SEQUENCE OF CONSTRUCTION & SOIL EXCAVATION MANAGEMENT PROCEDURES. Scale: AS SHOWN 1. INSTALL HAY BALES AND SILT FENCE AROUND EXISTING STORM DRAIN STRUCTURES Designed By: CMS REMOVAL AND DISPOSAL OF: AND WITHIN THE LIMIT OF CONSTRUCTION AS SHOWN ON DEMOLITION AND SITE PLANS. ABOVE GRADE BELOW GRADE STABILIZE RESPECTIVE AREA OF SITE Drawn By: CMS TChecked By: HC GENERAL DEBRIS DISTURB ONLY MINIMAL AMOUNT CONTRACTOR SHALL BE RESPONSIBLE FOR OF AREA TO COMPLETE TASK OVERVIEW ACTION & CONSULTATION Sheet Title: RE:SOIL DISTURBANCE\SORTING AND RELATED PERMITS, REPORTS. GENERAL NOTES DEMOLITION NOTES 1. ALL DEMOLITION WORK SHALL BE PERFORMED IN ACCORDANCE WITH STATE AND LOCAL DURING ALL PHASES OF PROJECT 'DEMO/BACKFILL & CONTINUED WORK REGULATIONS. 1. TIME FRAME SCHEDULE ARE TO BE LISTED, SIGNED AND ADHERED TO ALL TIMES. 2. SECURE REQUIRED DEMOLITION PERMITS. 2. EXCAVATED AREA IS PER OSHA REQUIREMENTS, BASED ON SOIL TYPE. 3. ARRANGE WITH OWNER AND/OR APPROPRIATE UTILITIES FOR SERVICE SHUTOFFS 3. CONTACT PERSON LIST WITH EMERGENCY NUMBER TO BE POSTED ON SITE AT ALL TIMES. BEFORE BEGINNING DEMOLITION OPERATION. 4. WELDING/TORCHING WILL BE PERMITTED UNDER CONTROLLED CONDITIONS ONLY. 4. RELOCATE ALL EXISTING ACTIVE GAS, WATER, VENTILATION, DRAIN, ELECTRIC AND OTHER UTILITY LINES AS REQUIRED FOR NEW CONSTRUCTION. 5. CONTRACTOR SHALL PROVIDE SAFE WORKING CONDITIONS ON SITE. WORK AREA SHOULD BE DEFINED TO KEEP GENERAL PUBLIC OUT OF WORK AREA. 5. TAKE SPECIAL CARE TO CONTROL DUST AND NOISE TO AVOID DISTURBING NEARLY PERSONS OR PROPERTY. 6. CLEAN UP WITHOUT BURNING, NO EXCEPTIONS. 6. GENERAL CONTRACTOR, DEMO CONTRACTOR RESPONSIBLE FOR REMOVAL OF ALL ABOVE 7. BEFORE, DURING AND AFTER DEMO WORK, CARE SHALL BE TAKEN TO PROTECT THE ADJOINING PROPERTY'S FROM EXPOSED OR GRADE AND BELOW GRADE BUILDING MATERIALS, PIPES, CONDUITS, STUMPS AND DEBRIS Sheet Number. 2 OF 12 ERODING EMBANKMENT. STOCKPILE OF HAY BALES TO BE ON SITE TO PROTECT IN EVENT OF SAME. IMPLEMENT AS NEEDED. FROM SITE AND DISPOSED OF PER REGULATION REQUIREMENTS AND CONTRACT. 8. DURING BACK FILL, ALL CONSTRUCTION MATERIAL IS TO BE REMOVED ALONG WITH ORGANIC MATTER. EXCEPT TOPSOIL NEEDED 7. DEMO CONTRACTOR TO INCUR ALL COST RELATING TO EXISTING CURB CUT, SIDEWALK, FOR NEW LANDSCAPE AREA. PROTECTED AREAS DAMAGE IF REPLACEMENT IS REQUIRED. 9. DEBRIS TO BE DISPOSED OF OR RECYCLED PROPERLY, PER ALL LOCAL AND STATE CODES. 8. AMPLE EQUIPMENT & MANPOWER ON SITE TO COMPLETE TASK IN TIME AGREED. 10. SEDIMENT & EROSION CONTROL DEVICES TO BE PLACED IN A MANNER TO PROVIDE SEQUENCE FOR TRAVEL AND PROVIDING 9. PROVIDE RODENT CONTROL PER HEALTH DEPARTMENT. ACCESS TO EXISTING FACILITY. o �04 o to 0 ` 7j C PROJECT CHOUBAH ENGINEERING GROUP,P.C. 0 U)' LOCATION Route 28 �" Falmouth Rd R o� ovf CONSULTING PROFESSIONAL ENGINEERS 112 STATE ROAD (ROUTE 6), No.DARTMOUTH,MA 02747 TEL:(508) 858-5040 FAX:(508)858-5041 www.choubahgroup.com (ROUTE .Z0,1 FA M 0 U TH 'b Project: ("A SSA CHUSETTS STA TE HIGH WA YJ (80 -0 WIDE) i /' \ l N LOCUS MAP PROPOSED MODIFICATIONS R O\A D INSTALL HAY BALES AND SILT \ I N STALL HAY BALES AN d SILT NOT TO SCALE TO 199 FALMOUTH ROAD FENCE AROUND EXISTING i FENCE AROUND EXISTING HYANNIS CATCH BASINS PRIOR TO I / �\ CATCH BASINS PRIOR TO ' MA 02601 CONSTRUCTION (SEE DETAILS) �/ \ CONSTRUCTION (SEE DETAILS) 28+ EP 1 f EP �R�VE.W AY �----� ..- I EX�ST�NG �- J/ Fire LEGEND Prepared For: Existing CB Hydrant �i`G, %b MH wl Oil Water Exist. O SYMBOL DESCRIPTION ELIEBASSIL Separator Sin ��L,cc�y O i I lk8 p _ g PROPERTY LINE 570 ROUTE 28 X. HARWICH PORT, MA 02646 Exist. 139.91 ' EP N 78 U4'20" E EP 3U. 00 SETBACK LINE I Sign � LO �— ''� Existing CB O 48 _ — — — HAYBALES 1 w/ Oil/Water x Separator I , Exis tin q y o eQ• —e EXIST. CONTOUR Le s O� � Basin 50X EXIST. SPOT GRAD E43 Existing 43' tiT } n Pump / fl -tt -N ))-)— EXIST. FENCE L f Existing Leaching I U l J AJ U ® ( S— EXIST. SEWER LINE \ I I Basin Existing I I CJ Pump I EXIST. WATER LINE i I I EXISTING CURB I i I 28' �0 /� EXIST. ELECTRIC LINE \_J I TO REMAIN it Existing Containment Pad I l!,^�� i 1 — — — — — — 36' V'J — G— EXIST. GAS LINE m Exis tin g Canopy — — � F y EXIST. DRAINAGE LINE 'CO 1 Co cr Existing Pavement - CHOUBA� all D �O' NOTE: —OdY — EXIST. OVERHEAD WIRE CIVILg9 ' i REFER TO PROPOSED f SITE LAYOUT FOR NEW N �" F O O N ® CB EXIST. CATCH BASIN oo ' PARKING LAYOUT oMH EXIST. DRAIN MANHOLE cri&� o�O °a Oaf` 1 0 1 �, � — CB O EMH EXIST. ELECTRIC MANHOLE � t;, a , 0 � o O � _= `� � a 50 18 0 50H EXIST. SEWER MANHOLE 0 25' v 10- UP EXIST. UTILITY POLE No E:a❑ LP EXIST. LIGHT POLE J I 0' FRONT SETBACK \ 4: EXISTING CURB EXIST. GAS PUMPS 71 l Sz Existing Y �s ! TO REMAIN EXIST. EDGE OF PAVEMENT � o`Building 0 I i 21 ' 1,270 s.f. MQ , EXIST. SIGN EXISTING CURB 223 _ _ - 00 EXIST. GATE TO REMAIN Issue Date: 2/22/2015 � cn .� .r.- - i —/Q- - - - - - S_ - - - - - - - - - - _ — I O "dY EXIST. MONITORING WELL Revisions EP cn O i No. Date Description \ - 20' REAR SETBACK I r / DEMOLITION NOTES 1. ALL DEMOLITION WORK SHALL BE PERFORMED IN ACCORDANCE WITH STATE AND LOCAL Leach \\ Existing �� h0 Existing REGULATIONS. \ i Existing Dempster \ Pit o , Sep tic 2. SECURE REQUIRED DEMOLITION PERMITS.Tank Project Number: 14-409 1 \ 1 � C-i \ ti �, Existing 3. ARRANGE WITH OWNER AND/OR APPROPRIATE UTILITIES FOR SERVICE SHUTOFFS BEFORE o \ Leach Pit BEGINNING DEMOLITION OPERATION. Scale:AS SHOWN � S78"34'20" W 165.6Y"-- � � —� 4. RELOCATE ALL EXISTING ACTIVE GAS, WATER, VENTILATION, DRAIN, ELECTRIC AND OTHER Designed By: CMS \ UTILITY LINES AS REQUIRED FOR NEW CONSTRUCTION. Drawn By: CMS Checked By: HC J � y REMOVE AND DISPOSE 5. TAKE SPECIAL CARE TO CONTROL DUST AND NOISE TO AVOID DISTURBING NEARLY CONVERT EXISTING BUILDING EXISTING DUMPSTER PERSONS OR PROPERTY. Sheet Title: TO CONVENIENCE STORE AREA TO ACCOMMODATE EXISTING UTILITIES TO REMAIN. NEW SITE LAYOUT 6. GENERAL CONTRACTOR, DEMO CONTRACTOR RESPONSIBLE FOR REMOVAL OF ALL ABOVE EXISTING CONDITIONS & (SEE PROPOSED FLOOR GRADE AND BELOW GRADE BUILDING MATERIALS, PIPES, CONDUITS, STUMPS AND DEBRIS DEMOLITION PLAN LAYOUT AND ELEVATIONS) FROM SITE AND DISPOSED OF PER REGULATION REQUIREMENTS AND CONTRACT. 7. DEMO CONTRACTOR TO INCUR ALL COST RELATING TO EXISTING CURB CUT, SIDEWALK, PROTECTED AREAS. DAMAGE IF REPLACEMENT IS REQUIRED. 199 FALMOUTH ROAD, HYANNIS,MA 8. AMPLE EQUIPMENT & MANPOWER ON SITE TO COMPLETE TASK IN TIME AGREED. ZONING ANALYSIS TABLE HB GP SITE DATA ADDRESS: 199 FALMOUTH RD, 9. PROVIDE RODENT CONTROL PER HEALTH DEPARTMENT. ZONING CRITERIA REQUIRED EXISTING HYANNIS, MA GRAPHIC SCALE MIN. LOT SIZE 40,000 S.F. 15,000S.F. PLAN BOOK 258, PAGE 92 10 0 10 20 '8 MIN. FRONTAGE 20' 139.91 ' DEED BOOK 1682, PAGE 226 MAX. BLDG. HEIGHT 30' 20'+/- PARCEL ID: 079 ZONING DISTRICT: ( W FEET ) MAX. LOT COVERAGE 30%* 62.0% HB, GP REMOVAL AND DISPOSAL OF: 1 =10 MIN. FRONT SETBACK 60' 5' (Canopy) LOT AREA: = 15,000 SQ.FT.t MIN. REAR SETBACK 20' 3' (0.34 ACRES) ABOVE GRADE BELOW GRADE STABILIZE RESPECTIVE AREA OF SITE __t - MIN. SIDE SETBACK 30 25' USE: EXISTING CONVENIENCE STORE WITH FILLING STATION GENERAL DEBRIS DISTURB ONLY MINIMAL AMOUNT CONTRACTOR SHALL BE RESPONSIBLE FOR Sheet Number. 3 OF 12 *15% MAX LOT COVERAGE IN WP & GP DISTICTS OF AREA TO COMPLETE TASK OVERVIEW ACTION & CONSULTATION RE-SOIL DISTURBANCE\SORTING AND RELATED PERMITS, REPORTS. o ROc. o (D �32 PROJECT CHOUBAH ENGINEERING GROUP, P.C. LOCATION Route 28 0- Falmouth Rd N Camor Route 28 CONSULTING PROFESSIONAL ENGINEERS �00 CO 112 STATE ROAD(ROUTE 6), ~s0 t Q - �i No.DARTMOUTH,MA 02747 y o TEL:(508) 858-5040 FAX:(508) 858-5041 www.choubahgroup.com (/?OUTE 28� Project: FA MO UTH (MASSACHUSETTS STA TE HIGHWA Y) ROAD(801O WIDE, N LOCUS MAP PROPOSED MODIFICATIONS NOT TO SCALE TO 199 FALMOUTH ROAD HYANNIS, MA 02601 28+ EP EPA� EX,S1\NGN ire '/S�, v, Prepared r y o . . . ...... :. :: - . . .. : :, ELIE BASSIL LEGEND Sign, 28 ROUTE HARWICH P 02646 �_ is�•. --.-. - _ EP "20" -� �.� ' SYMBOL DESCRIPTION oRT, MA X 139. 91 N 78 34 E LP 30. 00 Fti EMPLOYEE 51 Lo -- - - --- - - - - - - - - EXIST. CONTOUR PARKING I �S�O,t.�/� S2 PROP. CONTOUR Existing � �N }-� »X4o EXISTING SPOT GRADE EMPLOYEE I Pump 1 �A = t PARKING I � _.—�- n H n I � 11X40 PROPOSED SPOT GRADE Ulm u � u � u u Existing I Q) — PROPERTY LINE Pump I — — SETBACK LINE 44 EMPLOYEE 1 36 tp ROOF LINE w_.... PARKING I Existing Containment Pad ,l � �, HAYBALE p — — — Existing Con opy— — — — • � � _ I C9 Q� 1 Existing Bitumous — EXIST. FENCE 3t� &I�� O A. Concrete Pavement CHc�UBAH — —S— — EXIST. SEWER LINE clfz E �. PROPOSED No.�a�� N HANDICAPPED Wx S PROP. SEWER LINE ° ' va RAMP 1: 12 MAX — —Gy— — EXIST. WATER LINE `` a : SLOPE — — — PROP WATER LINE a 5'': SIDEWALK =, 25 —E EXIST. ELECTRIC LINE p, J�' ` I E PROP. ELECTRIC LINE e EXIST. GAS LINE NS (:.J G PROP. GAS LINE V ` Q Cn ( C� ) -A 0' FRONT SETBACK — — 7 — — EXIST. TELEPHONE LINE n Existing g � Y T PROP. TELEPHONE LINE V Q Buil ding Q 1,270 s.f. I M — —D— — EXIST. DRAINAGE LINE . . # 223 I t!} D PROP. DRAINAGE LINE Aft 4 PAINTED WHITE — — — — Issue Date: 2/22/2015 A�5 wEXIST. OVERHEAD WIRE E (TY AL) owLIN PIC � Revisions PROP. OVERHEAD WIRE Description , ' w ® CB EXIST. CATCH BASIN r�5, K �x .. „ 5 -SID EWAL _ CB PROP. CATCH BASIN 0 r e 2 ' R REAR-- SETBACK Ori'1HEXIST. DRAIN MANHOLE DMH PROP. DRAIN MANHOLE = , // EXIST ELECTRIC MANHOLE ,.. _.. • _ - - PROP. ELECTRIC MANHOLE -409 r EXIST. SEWER MANHOLE SITE DATAEX S.. ,78.. 4 20 W 16,E 63 PROP SEWER MANHOLE ADDRESS: Scale: AS SHOWN I Designed By: CMS UT 0 HYAN N S, MA PLAN BOOK 258, PAGE 92 O TMH EXIST. ELECTRIC MANHOLE PROPOSED. NEW PROPOSED 8'x10' DUMPSTER DEED BOOK 1682, PAGE 226 0 TMH PROP. ELECTRIC MANHOLE Drawn By: CMS Checked By:HC 5' SIDEWALK ENCLOSURE w/ WHITE PARCEL ID: 079 r0_ UP EXIST. UTILITY POLE Sheet Title: VINYL FENCE TYPICAL ZONING DISTRICT: (TYPICAL) HB, GP �'UP PROP. UTILITY POLE PROPOSED SITE LAYOUT LOT AREA: = 15,000 SQ.FT.f �a LP EXIST. LIGHT POLE (0.34 ACRES) PLAN USE: EXISTING CONVENIENCE O� LP PROP. LIGHT POLE STORE WITH FILLING STATION 0 EXIST. GAS PUMPS 0 PROP. GAS PUMPS 199 FALMOUTH ROAD,HYANNIS, MA EXIST. EDGE OF PAVEMENT ZONING ANALYSIS TABLE (HB) (GP) PROP. EDGE OF PAVEMENT PARKING DATA ZONING CRITERIA REQUIRED EXISTING PROPOSED CUT & MATCH PAVEMENT TOTAL AREA =1 ,270 S.F. OF RETAIL MIN. LOT SIZE 40,000 S.F. 15,000S.F. 15,000S.F. EXIST. SIGN GRAPHIC SCALE PARKING SPACES =1 ,270 S.F/200 S.F.=6 SPACES �--� �� o ,o 1 ENTERPRISE =1 PARKING/SEPARATE ENTERPRISE =1 SPACE MIN. FRONTAGE 20' 139.91 , 139.91 , PROP. SIGN MAX. BLDG. HEIGHT 3Q 20 +/— 20 20 40 +/— g 2 EMPLOYEES =1 SPACE/1 EMPLOYEES =1 SPACES * o c EXIST. GATE MAX. LOT COVERAGE 30% 62.0% 62.0% ( IN = ) REQUIRED =8 SPACES MIN. FRONT SETBACK 60' 5' (Canopy) 5' (Canopy) ■ MA MA HIGHWAY BOUND Sheet Number. 4 OF 12 PROVIDED =12 SPACES MIN. REAR SETBACK 20' 3' 3' 0 NUMBER OF PARKING SPACES MIN. SIDE SETBACK 30, 25' 25' Q MW EXIST. MONITORING WELL *15% MAX LOT COVERAGE IN WP & GP DISTICTS o a °4te CHOUBAH ENGINEERING GROUP, P.C. 0 o PROJECT LOCATION CONSULTING PROFESSIONAL ENGINEERS KRoute28 r �° Falmouth Rd coff,or �Out� 2 112 STATE ROAD(ROUTE 6), N -0 8 No.DARTMOUT-1,MA 02747 F AMO UTH \\\ o �i �i TEL:(508)858-5040 FAX:(508)858-5041 ( / �a www.choubahgroup.com RDU TE 28� �' (VASSA CHUSETTS STA TE H/CHWA Y) ROAD (80.* 04W/DES / Project: I N STALL HAY BALES AND SILT / \ I N STALL HAY BALES AN L5 SILT FENCE AROUND EXISTING 1 / FENCE AROUND EXISTING PROPOSED MODIFICATIONS CATCH BASINS PRIOR TO / �� CATCH BASINS PRIOR TO TO 199 FALMOUTH ROAD CONSTRUCTION (SEE DETAILS) �f \ CONSTRUCTION (SEE DETAILS) N: LOCUS MAP HYANNIS, MA 02601 I EP I / NOT TO SCALE I EP / Fire t I Existing CB >v1H w Oil Water Exist. Prepared For: Sep ora for Sign O LEGEND ELIE BASSIL x I Exist. �, _ _ — -- 139.91 ' EP N 78'3420" E EP 30. 00' 570 ROUTE 28 I Sign _ HARWICH PORT, MA 02646 1 I Existing CB — — — — — — — — — — — — — — — SYMBOL DESCRIPTION I W Oif/Water I 1 Existin Separator I I Leaching ii I Basin 1 — s2 EXIST. CONTOUR Existin ~~ ~ ~ ~ I / S PROP. CONTOUR 1 I 1 I Pump g ~~ �` ? l i I n 0 r>, n 0 L~ ~ 11X4O EXISTING SPOT GRADE LC) I Existing Leaching I U -� U U I ~ I Basin I / Existing I O ' 11 X 0 PROPOSED SPOT GRADE Pump I I PROPERTY LINE I lb, ( Existing Containment Pad I �� SETBACK LINE / I — — — — �, M...: ..:..._,. ....._... ROOF LINE O / / Existing Canopy � !w Existing Bitum ous HAYBALE Concrete Pavement -a EXIST. FENCE LIM A.1 Q 0 s EXIST. SEWER LINE ( UVL No.38736 ea` ' S PROP. SEWER LINE f O \�0 . 0 EXIST. WATER LINE014 O f I o: �a 5D / I PROP. WATER LINE I ��( ��, 0 EXIST. ELECTRIC LINE E PROP. ELECTRIC LINE N EXIST. GAS LINE / I Q G PROP. GAS LINE I _ Existing Building �s `� — — T EXIST. TELEPHONE LINE / I 1,270 s.f - T PROP. TELEPHONE LINE \ �, 22� _— — — , — —D— — EXIST. DRAINAGE LINE \ A- CbD PROP. DRAINAGE LINE Issue Date: 2/22/2015 i EXIST. OVERHEAD WIRE Revisions —OW PROP. OVERHEAD WIRE / No. Date Description / , : r 901 C& EXIST. CATCH BASIN � J � 0 CB PROP. CATCH BASIN Q ©tiff/ EXIST. DRAIN MANHOLE o /� ( 0 DMH PROP. DRAIN MANHOLE 0 EMH EXIST. ELECTRIC MANHOLE \ / 0 EMH PROP. ELECTRIC MANHOLE Project Number: 14-401 S 78'34'20" W 165.6Y" / O SMH EXIST. SEWER MANHOLE ~ � — Scale: AS SHOWN ~ 0 SMH PROP. SEWER MANHOLE Designed By: CMS j Q TMh' EXIST. ELECTRIC MANHOLE f 0 TMH PROP. ELECTRIC MANHOLE Drawn By: CMS Checked By: HC -0' UP EXIST. UTILITY POLE Sheet Title: C-O-UP PROP. UTILITY POLE PROPOSED DRAINAGE, DRAINAGE & MAINTENANCE SCHEDULE [:J:0 LP EXIST. LIGHT POLE GRADING, & UTILITIES THE OWNER SHALL PERFORM ROUTINE MAINTENANCE OF THE STORMWATER MANAGEMENT SYSTEM. THE OWNER [Do LP PROP. LIGHT POLE LAYOUT PLAN SHALL COORDINATE/SCHEDULE STORMCEPTOR TO BE CLEANED IN COMPLIANCE WITH ALL STATE, FEDERAL DRAINAGE NOTES' GUIDELINES AND REGULATIONS. 0 EXIST. GAS PUMPS THERE WILL BE NO CHANGE IN GRADE FROM PROPOSED CATCH BASINS ® PROP. GAS PUMPS CATCH BASINS & MANHOLES SHOULD BE INSPECTED (4) FOUR TIMES PER YEAR. MODIFICATIONS SHOWN ON SITE PLAN. EXIST. EDGE OF PAVEMENT ROUTINE SITE MAINTENANCE THERE WILL BE NO INCREASE IN RUNOFF OR IMPERVIOUS PARKING LOT MAINTENANCE IN THE FORM OF SWEEPING WITH HIGH EFFICIENCY VACUUM SWEEPER SHALL BE PROP. EDGE OF PAVEMENT CONDUCTED MONTHLY THROUGH THE MONTHS OF APRIL THROUGH NOVEMBER. SWEEPING PROVIDES IMPORTANT GRAPHIC SCALE AREAS WITH PROPOSED MODIFICATIONS SHOWN ON SITE NON-POINT SOURCE POLLUTION CONTROL. WHEN PRACTICAL AND AS WEATHER PERMITS, ACCUMULATED SEDIMENTS CUT & MATCH PAVEMENT PLAN. SHOULD BE SWEPT AND REMOVED ON AN AS NEEDED BASIS DURING THE MONTH OF JANUARY THROUGH MARCH. 10 o 10 zo 40 (---� EXIST. SIGN THERE WILL BE NO CHANGE TO EXISTING DRAINAGE UNDERGROUND LEACHING BASIN INSPECT WATER LEVELS IN INFILTRATION BASIN AFTER EACH STORM EVENT, WHERE RAINFALL EXCEEDS 3". WATER PROP. SIGN NMI SYSTEM FROM PROPOSED MODIFICATIONS SHOWN ON SITE LEVEL WITHIN THE INFILTRATION BASIN SHALL BE MONITORED FOR ELEVATION OVER THE NEXT 24 HOURS. DROP IN ( IN FEET ) PLAN. WATER LEVELS SHALL BE MONITORED TO ENSURE ADEQUATE PERFORMANCES. o G EXIST. GATE DURING CONSTRUCTION OF THE FACILITY AND THE STORMWATER MANAGEMENT SYSTEM THE CONTRACTOR WILL BE ■ MA MA HIGHWAY BOUND RESPONSIBLE FOR ALL DAY TO DAY OPERATIONS AND MAINTENANCE OF ALL STORMWATER CONTROL SYSTEMS. Sheet Number. 5 OF 12 AFTER CONSTRUCTION IS COMPLETED, THE OWNER WILL TAKE OVER ALL MAINTENANCE REQUIREMENTS FOR THE O NUMBER OF PARKING SPACES STORMWATER CONTROL SYSTEM IN COMPLIANCE WITH THE OPERATION AND MAINTENANCE PLAN. O fifty EXIST. MONITORING WELL 1 o �O4 a tQ o (D 73 �7 2 � PROJECT CHOUBAH ENGINEERING GROUP,P.C. LOCATION Route 28 ° Falmouth Rd R0% 8 CONSULTING PROFESSIONAL ENGINEERS 2 -o -o 112 STATE ROAD(ROUTE 6), q) �i No.DARTMOUTH,MA 02747 s�Z0 �a °L o TEL:(508)858-5040 FAX:(508)858-5041 www.choubahgroup.com (ROU TE 28� Project: FA MO UTH NA,5,5A CHUSETTS STA TE HIGHWA Y� ROAD(80 'O W/DES N LOCUS MAP PROPOSED MODIFICATIONS NOT TO SCALE TO 199 FALMOUTH ROAD HYANNIS, MA 02601 + EP COMMON BOXWOOD EP 2a DR SING Fire EXISN d S� 3 , Prepared For: rain t tic p - Exist ELIE BASSIL Sign SHRUB PER PLAN MA HAR 02646 WICH POR T, 9 139.91 ' EP N 78°34'20" E�, EP 30. 00' AZALEA F + - - - - - - - - - -- - - - - 'QjG,T� `�A' REMOVE ALL DEADWOOD EMPLOYEE 51 I tiT N (DO NOT REMOVE PARKING 1 �SF 0,���F-I' ANY OTHER VEGETATION) Exis tin g PJM RHODODENDRON EMPLOYEE I pun''° n n - n I O PARKING I U [� U U Existing I O 3„PINEBARK MULCH Pump I O QD +' (UNLESS OTHERWISE NOTED ON PLANS) EMPLOYEE I 36 {0 BACKFILL MOUND WITH PARKING I Existing Containment Pad W TH LOAM EXCAVATED SOIL — — — — — — —— — — — — — — — 0 3" ABOVE n, Existing Canopy c Q �t �_ � 9 PY GRADE U /' W E t B t , ,, FINISHED qa 1. xis tin i umous -; HALIM (V Concrete Pavement EAiM r C1Vlt W .. r: c.376 83 _ � 0 PROPOSED HANDICAPPED �� '� _ ` � j � � . • ��s�' °��`o��� 0SHRUB AT Q va ., N RAMP 1:12 MAX SLOPE MULCH :{ 2ELESSETHAN THE (� M O ��:' ; O a DISTANCE FROM O �� ; v = + COMMON BOXWOODBOTTOM OF O ,' . c : a 5 SIDEWALK 25 ROOTBALL TO �... O O O r ROOTBALL 0 116 UNDISTURBEDROOT COLLAR j . SUBGRADE CUT AND REMOVE � 0 O , _ 2 x ROOTBALL _ BURLAP FROM TOP 0 • W 0 �Q .° r DIAMETER (MIN.) 1/3 OF ROOTBALL 0 SHRUB PLANTING DETAIL r . a NOT TO SCALE 60' FRONT SETBACK Q ,� ::. J`' Existing AZALEA Y QQ Buildin UQ n1 Ci 1,270 s.f I M a.= # 223 I tin PJM RHODODENDRON Issue Date: 2/22/2015 tc, w .:. /Q 'in I v Revisions O /KJ : E " - I ONo. Date Description 5 O PLANTINGS M 5SIDEWALK TOWN OF APPROVED : . ©' REA ' 2 R _SETBACK. LISTS OF PLANTS. : A. Special Warranty: Warrant the following exterior r . plants, for the warranty period of, wth,eexcerta ornst defectscts resultingudifrom lack Project 14ath -409 of adequate maintenance, neglect, or abuse by owner, or . ..., ,, . . . - . , . .. . . • incidents that are beyond contractor's control.eyoScale:AS SHOWN :S- 78:34.20 W. :.. ��Jr,�3 ;. -, - B. Warrant eriod for Trees and Shrubs: one year from the date P Y Designed By: CMS " of substantial completion. Drawn By: CMS Checked By:HC PROPOSED 8'x1O' DUMPSTER C. Remove dead exterior plants immediately. Replace immediately ENCLOSURE w/ WHITE unless required to plant in the succeeding planting season. Sheet Title: VINYL FENCE (TYPICAL) D. Replace exterior plants that are more than 25 percent dead PROPOSED SITE LAYOUT or in an unhealthy condition at the end of the warranty period. PLAN E. A limit of one replacement of each exterior plant will be required, except for losses or replacements due to failure to comply with requirements. MAINTENANCE LANDSCAPE SCHEDULE A. Trees and Shrubs" Maintain for the following maintenance QTY COMMON NAME BOTANICAL NAME SIZE period by pruning, cultivating, watering, weeding, fertilizing, 6 COMMON BOXWOOD BUXUS SEMPERVIRENS 18"-24" restoring planting saucers, tightening and repairing stakes and guy supports, and resetting to proper grades or vertical 6 AZELIA AZELIA "SENSATION" 18"-24" position, as required to establish healthy, viable plantings. Spray as required to keep trees and shrubs free of insects and GRAPHIC SCALE 11 PJM RHODODENDRON RHODODENDRON X PJM 18 —24 disease. Restore or replace damaged tree wrappings ,o o 10 20 ,a 1 . All Landscaping shown on plans shall conform to the Town of Hyannis completion. Maintenance Period: 1 year from date of substantial coin zoning regulations. y P 2. Mulch planting beds after shrubs, to a 3 inch depth, dark brown B. Ground Cover and Plants:• Maintain for the following mulch. ( IN FEET ) maintenance period by watering, weeding, fertilizing, and other 3. Location of Perennial plantings to be approved by the Town of Hyannis operations as required to establish healthy, viable planting: Planning Staff. Sheet Number. 6 OF 12 Maintenance Period: 1 year from date of substantial completion. i 81 z6" DIA. BOLLARD HANDICAP SIGN PER HANDICAP i BIT. CONCRETE. PAVEMENT OR STANDARDS INCLUDING VAN SIGN RESERVED 6" CONCRETE SLAB WITH CHOU13AH ENGINEERING GROUP,P.C. 6X6 WIRE MESH oft 6' HIGH WOODEN 0 STOCKADE FENCE CONSULTING PROFESSIONAL ENGINEERS 12" DIA. X 4'-8" DEEP CONSTRUCTION JOINT (TYP.) 112 STATE ROAD ROUTE 6), \ CONCRETE FOTTING VAR/ES No.DARTMOUTH,MA 02747 \ 18" DIA. X 4' DEEP TEXTURE BUMPS TEL: 50$ 858-5040 FAX:(508)858-5041 o \ ` CONCRETE FOTTING ( ) (TYP. 2 PLACES) 4" WIDE WHITE www.choubahgroup.com ,--,.3*-00f STRIPES - TYP 5"X5" TREATED CEDAR ..� ram. A qX POST (TYP.) A`•�p 6'_0" Project: 3 - f Off j ,�50 1 g -0 PROPOSED MODIFICATIONS ti J i PRE ASSEMBLED 6' HIGH ,,.o TYP TO 199 FALMOUTH ROAD A K G i ` STOCKADE FENCE AND GATES fl _ 3 0 INTERNATIONAL HYANNIS, MA 02601 TYP r �2 5'x7' STEEL DUMPSTER 1:12 P 'p gyp • SYMBOL FOR i� , r MAX. 2 4 EDGE OF X - - �M X HANDICAPPED. HANDICAP SIGN ROADWAY A WHITE ON BLUE NOT TO SCALE (2) 36" LONG 3/8" STEEL RODS. LOCKING GATE LATCH T 1:12 B,�"ROUND OR Prepared For: DRILL HOLES IN CONCRETE TO " " TNSl�lpE f MAX. f ff BLUE ON WHITE ELIE BASSIL LOCK GATES IN OPEN AND 5 X5 TREATED CEDAR /ON 3 �O�t 2 -0 BACKGROUND CLOSED POSITIONS POST (TYP.) 6» TYP 570 ROUTE 28 6'_0» CURB HARWI PORT, MA 02646 3" SQ. STEEL TUBING tow STANDARD CURB SECTIONS OR RAMP TRANSITION CURB AS REQUIRED CHAIR TRANS TlON RANSITIONWHEELCHAIRC RBP 5f-0ff 10'-0" C° (4) 5/8" ADJUSTABLE HINGES ISOMETRIC VIEW NOT TO SCALE PARKING D ETA I L PAVEMENT 2'-0" MIN. VARIES 8'-0" MAX. 3'-0" MIN. NOT TO SCALE i ! 1=5� ao ROADWAY T 1:12 PROFILE GRADE i 1-1/2" SQ. STEEL TUBING i.i.i LL.i (SHOP WELD ALL JOINTS) 0.00 6.0 4" » " BITUMINOUS 3 TO 4CLEAN \�6" REINFORCED CONCRETE SLAB 0.01 7.0 OR 8"CONCRETE 3"BITUMINOUS TRAP ROCK 0.02 8.0 OR 4"CONCRETE 18" DIA. CONCRETE 0.03 9.5 BITUMINOUS OR - - ■ � � o � FOOTING (TYP) CONCRETE SIDEWALK - _ _ ff ALIM A, 0.04 11.5 GRAVEL BORROW - - I HOUBAH O " DUMPSTER ENCLOSURE 0.05 15.0 I I G ° ° CIVIL NOT TO SCALE SECTION A-A ■ o ° � ° 0 o,3�8736 O °°Ci q' ° ° 3s C, °o �/ ° V' L °°°° I NOTES: 0 3'-0 MI eQ, o� p�g ¢ I � mil,/ �¢ O I I I. 1"X4H CEDAR BOARDS hIll 1. WHEN ANY OBSTRUCTION LOCATED IN THE SIDEWALK FALL WITHIN A CROSSWALK AREA, THE �. , 5 -0 IN. ■ WHELLCHAIR RAMP WILL BE PLACED SUCH THAT THE OBSTRUCTION FALLS OUTSIDE OF THE RAMP. I o �' o �,o°G t? o �° 2. AT NO TIME IS ANY PART OF THE WHEELCHAIR RAMP TO BE LOCATED OUTSIDE OF THE CROSSWALK, - - - AND IT IS TO BE CENTERED WHENEVER POSSIBLE. 5"X5" TREATED CEDAR 3. DRAINAGE FACILITIES ARE TO BE LOCATED UP GRADE OF ALL WHEELCHAIR RAMPS. ■ ■ ■ , -' POST (TYP.) 4. LOCATION OF WHEELCHAIR RAMPS IS AS SHOWN ON CONTRACT DRAWINGS. 5. IN NO INSTANCE SHALL THE SIDEWALK CROSS SLOPE EXCEED 1:50 EXCEPT WITHIN THE RAMP AREA. 6. AN UNOBSTRUCTED PATH OF TRAVEL WITH A MINIMUM WIDTH OF 3'-0" SHALL BE MAINTAINED. 3' STAKES 7. THE WHEELCHAIR RAMP SLOPE AND SIDE SLOPES (TRANSITIONS), MUST NOT EXCEED 1:12. HOWEVER, HAY BALE PLAN 3' S 1 THESE SLOPES MAY BE FLATTER THAN 1:12 WHEN WARRANTED BY SURROUNDING CONDITIONS. (TYP-) 8. WHERE THE ROAD PROFILE EXCEEDS 5% THE HIGH SIDE TRANSITION LENGTH (T) SHALL BE HAYBALE EROSION CHECK EIGHTEEN FEET (18'-0"). 2"X4" WOODEN BACKING, RAILS, 9. IN NO CASE, WHERE A STOP LINE IS WARRANTED, SHALL A RAMP BE PLACED BEHIND THE STOP LINE. NOT TO SCALE DOWELLED END 3/PANEL 10. THE ENTRANCE OF THE WHEELCHAIR RAMP SHALL BE FLUSH WITH THE ROADWAY. " Issue Date: 2/22/2015 STAKES 11. THE WHEELCHAIR RAMP SHALL BE CENTERED RADIALLY, OPPOSITE THE RADIUS POINT WHEN POSSILBE. TA x2 x3 -0 SKES EA. BALE Revisions 12. MINIMUM LENGTH OF STRAIGHT OR CIRCULAR FILLER PIECES TO BE 3'-0" (GREATER LENGTHS PREFERRED). (CENTER OF TYPICAL 13. ALL REQUIRED CUTTING OF CURB PIECES TO BE PAID FOR UNDER COST OF CURB. SWALE I No. Date Description HAY GROUND SURFACE �- 6't A�PR�7BX E3'-p"x 1 -6x 2 0 -111=111=i 11=1 11-III- 11=1 11=111=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I I I=III III=I I E WHEELCHAIR RAMP D ETA I L TYPICAL -I�I=1�I-1�1=��I-I�I-��1=I!I-1�I-I�1=I!I=I�I=��I-I�I=I�I=I�I_I 1 I-1►I=l 1=I�I=�I I 1=I I1=111=III I1=111=111=1I1=1I IE 1I1=I I1= NOT TO SCALE z BALES TO I a = -o-- -III-III-I I I111 I I I-I I I-I I I-III-III-III-III-111-I 1 I-IIIf 11 111-1 i-III= BUTT - - - - - - - - - - - - - - EIJI l-1 I-I 11-I 11= 1 I1 11=I 11-111-I 1 -I 1 I-I I I I I-I 11-11 l=I I= 1 I-I I, p111=I N m TOGETHER N - I I 0 O Z FLOW o -�--� �- F- - - - Protect Number: 14-409 U III CATCH BASIN Scale: AS SHOWN II Designed : CMS STOCKADE FENCE DETAIL PLAN PLAN PLAN �` B y Drawn By: CMS Checked By: HC NOT TO SCALE WIDTH VARIES - SEE PLAN SET BALES INTO GRADE 6" TYPICAL Sheet Title: 5" CONCRETE SIDEWALK SITE NOTES #1 3/4" CHAMFER W/ BROOM FINISH 1/2" PJMF FINISHED 4000 PSI CONCRETE SIZE BITUM. PAVEMENT REINF. W/ 6x6-10/10 W.W.F. & SEALANT GRADE ACCORDING TO PLAN ELEVATION ELEVATION ELEVATION g (SEE SITE DWGS.) --w--SLOPE 1/8"/FT. MIN. TYPE "A" TYPE "B" TYPE "C" - WWF _. . 6 X X X i X X X X z _. _ X NOTES: S - }, » ,... r S _.., P fc 1•i { 1 �''. .'Jr 4--.,:f.`A'.". Y I 1 f yk TYPE "A" SHALL X ., X X - 8 TTf�CTII rtTf�C x; FY ERE THE GRADE CHANGES . _ x, xY 1 ALL BE PLACED IN LOCATIONS WHERE _ CREATE A SWALE, OR IN AN EXISTING SWALE. 77-T S 2. TYPE "B" SHALL BE PLACED AT THE TOE OF SLOPES OR AS INDICATED ON GRADING PLANS. AT APPROX. 200 FOOT INTERVALS, A BALE OF HAY SHALL 6 COMPACTED - - - GRAVEL BASE BUTT PERPENDICULARLY. " :..,. 3. TYPE "C" SHALL BE PLACED AT ALL CATCH BASINS DURING CONSTRUCTION. ;r 6" GRAVEL - BORROW TYPE C COMPACTED (2)-#5 BARS- "` 4. *- VARIES DEPENDING ON HEIGHT OF SLOPE AND STEEPNESS OF GRADE. SUBGRADE CONT. TOP & BOT. 8" R PAD HAYBALE EROSION CHECK- NOTDUMPSTE TYP . CONC . WALK DETAIL TO SCALE NOT TO SCALE Sheet Number. 7 OF 12 SCALE: 1 "=l '-O" 12' Automobile utomobile_— S. e_....,.J_.r_.. v,i.—.c., .,e �.■{..RJ.I—,'r REMOVE 4 DISPOSE EXISTING,�_{ „ jF F ACCOMMODATESIGN TO NEW �� ��G��D ..,:_t r ; J � , BUILDING ELEVATION EXISTING WALLS TO BE REMOVED r .t 1 E ',' _ s -EXISTING WA S TO MAIN - y. LL m4 ._ u I t r - `, ar REMOVE 4 DISPOSE EXISTING WINDOW TO ACCOMMODATE NEW 4 _ BUIL NG D I ELEVATION. LE TION. , I s F ( I q t REMOVE EXISTING OVERHEAD DOORS REMOVE EXISTING OVERHEAD DOOR r- 29'-St 4 REPLACE WITH NEW STOREFRONT 4 REPLACE WITH NEW STOREFRONT WINDOW 4 DOOR AS SHOWN ON NEW WINDOW 4 DOOR AS SHOWN ON NEW FLOOR LAYOUT -4 ELEVATIONS. FLOOR LAYOUT � ELEVATIONS. EX15TING FRONT ELEVATION- CUT OPENING BLOCK EXISTING SCALE: 1/4"=1'-0" FOR NEW DOOR WINDOW OPENING w/ NEW CMU BLOCK (TYP) EXISTING REMOVE AND DISPOSE ANY EXISTING 0 OIL TANIG c0 GARAGE SERVICE COMPONENTS � EXISTING GARAGE FLOOR TO BE BLOCK EXISTING OPENING EXISTING BATHROOM AND RAISED APPROXIMATELY 6" TO w/ NEW CMU WALL (TYP) PLUMBING FIXTURES TO BE REMOVED t ACCOMMODATE NEW FLOOR LAYOUT EXISTING MOP SINK AND RELOCATED AS SHOWN PLUMBING FIXTURES TO BE ON PROPOSED FLOOR REMOVED 4 RELOCATE ASO, LAYOUT. ALL ASSOCIATED SHOWN ON PROPOSED F=U o PLUMBING TO BE FLOOR L OUT. - EXISTING EXTENDED TO NEW GENERAL NOTES: BATH 1_ PROPOSED MODIFICATIONS 4 CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF EXISTING EXISTING LOCATIONS PER INSPECTION BAY REPAIR BAY EXISTING PLUMBING CODES. THE MASSACHUSETTS STATE BUILDING CODE AND ITS APPLICABLE REFERENCED STANDARDS. STORAGE/UTILITIES 2_ THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE. REMOVE EXISTING OVERHEAD REMOVE EXIS ING INTERIOR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE 10'x10' OVERHEAD DOORS 4 CMU WALLS TC ACCOMMODATE cn PROCEEDING WITH THE PORTION OF THE WORK- REPLACE WITH NEW STOREFRONT NEW FLOOR L YOUT AS SHOWN WINDOW 4 DOOR AS SHOWN ON NEW ON NEW FLOO LAYOUT (TYP) EXISTING BLOCK EXISTING 3. DETAILS NOT SPECIFICALLY SHOWN SHALL BE SIMILAR TO THOSE FOR MOST NEARLY FLOOR LAYOUT 4 ELEVATIONS. BATH OPENING w/ NEW SIMILAR CONDITION AS DETERMINED BY THE ENGINEER. FCMU WALL (TYP) 4. ELECTRICAL WORK AND SERVICE UPGRADES SHALL BE IN ACCORDANCE WITH THE X GOVERNING CODES, REGULATIONS AND ORDINANCES. THESE REQUIREMENTS ARE MINIMUM O z LOCATE EXISTING CRITERIA AND NO REDUCTIONS IN STANDARDS PERMITTED BY CODES WILL BE ALLOWED. NTR LS N L PROPOSED MODIFICATIONS SHOWN ON THESE PLANS ARE ASSOCIATED WITH THE EXISTING BLOCK EXISTING CONVERSION OF AN EXISTING APPROX. 1,210 SQ.FT. (2)-CAR REPAIR SPACE TO A RETAIL AREA 6, WINDOW OPENING CONVENIENCE STORE LOCATED AT ISS FALMOUTH ROAD IN HYANNIS, MA 02601. w/ NEW CMU BLOCK REMOVE AND DISPOSE F (TYP) ro PROPOSED MODIFICATIONS ARE SUBJECT TO THE INSPECTION AND APPROVAL OF THE EXISTING DOOR TO LOCAL BUILDING AND BOARD OF HEALTH INSPECTORS IN COMPLIANCE WITH ALL APPLICABLE + ACCOMMODATE NEW 13 -10 BUILDING AND HEALTH CODES. FLOOR LAYOUT EXISTING 10'x10' EXISTING 10'x10' 1, THIS ENGINEER IS NOT RESPONSIBLE FOR MECHANICAL, PLUMBING AND ELECTRICAL WORK OR DESIGN. OVERHEAD DOOR OVERHEAD DOOR RELOCATE EXISTING 8. THIS ENGINEER IS NOT RESPONSIBLE FOR ANY HIDDEN STRUCTURAL PROBLEMS. TLS 350 % THE CONTRACTOR SHALL BE RESPONSIBLE TO DISPOSE OF ANY UNSUITABLE OR SURPLUS MATERIALS PROPERLY OFF SITE IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE ENVIRONMENTAL CODES. 10' 2'-8" 10' 3'-6" 3' S'-rt" I_41t 42'-g" EXISTING; FLOOR LAYOUT- SCALE: 1/4"=1'-0" Issue Date: 2/22/2015 Project Number: l4-409 CHOU19AH ENGINEERING GROUP,P.C. Project: Prepared For: wa Revisions Scale:AS SHOWN Sheet Title: go PROPOSED MODIFICATIONS ELIE BASSIL No. Date Description Drawn By: CMS EXISTING FLOOR LAYOUT �� CONSULTING PROFESSIONAL ENGINEERS TO 199 FALMOUTH ROAD 570 ROUTE 28 HIALI A. Designed By: CMS Checked By: H.C. CHOU H HYANNIS, MA 02601 HARWICH PORT, MA 02646 CIVIL 112 STATE ROAD(ROUTE 6), N 0 3 7 36 ° No.DARTMOUTH,MA 02747 TEL:(508)858-5040 FAX:(508)858-5041 ' www.choubahgroup.com Sheet Number. 8 OF 12 EXSTING SHINGLE ROOF TO REMAIN REPAIR AS NECESSARY--\ ---------- EXSTING SHINGLE ROOF........... ..................... ................... ...... ...... TO REMAIN REPAIR............. ................... -------- ........ ................................ AS NECESSARY.. ....... ....... ............ ....... ........................... .......... . .... ........................... --------------- .............. ....................... ........... ......... t.............. t........... ................. .............. .........=............. ..................... ............ REMOVE 4 DISPOSE EXISTING tSIGN TO ACCOMMODATE NEW I -------............ .. T ........BUILDING ELEVATION AS SHOWN EXSTING RU55ER ........... ...... ...... IAutomobile Service Get ON NEW ELEVATIONS. ROOF TO REMAIN ....................... ............ IIII...........REFACE EXISTING CMU .......... REFACE EXISTING CMU, 111-7.1—..........BLOCK WALLS WITH ........... BLOCK WALLS WITH ____­:t.,�..........L r HARDI-PLANK 510ING— HARDI-PLANK SIDING .........._1 t....................................................... I .............IItIREMOVE 4 DISPOE iEXISTING WINDOW 17777 I .............TO ACCOMODAT NEW IFLOOR LAYOUT IIII.............-F BLOCK EXISTING WINDOW OPENING REMOVE/DISPOSE AND REMOVE EXISTING OVERHEAD DOOR$—/ \—REMOVE EXISTING DOOR w/ CMU BLOCK (TYP) REPLACE EXISTING TO ACCOMMODATE NEW FLOOR LAYOUT TO ACCOMMODATE NEW WINDOWS (SEE NEW FLOOR LAYOUT FLOOR LAYOUT EXISTIN(S; LEFT .51DE ELEVATION FOR LOCATION) EX15TING FRONT ELEVATION. SCALE: 1/4"=V-011 SCALE: 1/4"=V-011 EXSTING SHINGLE ROOF TO REMAIN REPAIR ASNECESSARY L--------J............ ............. -------%-.::- ....... . . ............ ....................... .............. ................................ ...... SHINGLE ROOF:EXSTINC ............................... ..... .............. ............... ........... ........ TO REMAIN REPAIR.......... AS NECESSARY...................... ............... ...........� -_., .:----------...................... ---------- ............. .......... .........------............ ............. ,�...................----­------........ .................---------------- ............ 1 j EXSTING RU55ER ROOF IEXSTING RU55ER RO(:X TO REMAIN REPAIR ITO REMAIN REPAIR ..........r AS Jj A II5 NECESSARY........... ............ ............C IU ............;] REFACE EXISTING CMU REFACE EXISTING CM IF BLOCK WALLS WITH BLOCK WALLS WITH -PLANK SIDING— IHARDI-PLANK SIDING HARD I ...............III .............r II ..........IBLOCK EXISTING I.......... REFACE EXISTING CMU BLOCK WALLS WITH WINDOW OPENING ...... HARDI-PLANK SIDING ..........IWITH HARDI-PLANK IIL IREFACE EXISTING ........... Iw/ CMU BLOCK T'CMU BLOCK WALLS (TYP)SIDING ............ tBLOCK EXISTING DO CUT OPENING BLOCK EXISTING--Z OR WINDOW OPENING OPENINGS w/ NEW FOR, NEW DOOR w/ CMU BLOCK CMU WALL (TYP) (TYP) EX16TING REAR ELEVATION- SCALE: EX16TING RIGHT 61DE ELEVATION- SCALE: 114"=V-01- Issue Date: 2/22/2015 Project Number: 14-409 CHOU19AH ENGINEERING GFzouF,,f,.c. Project: Prepared For: Revisions Scale: AS SHOV;N Sheet Title:PROPOSED MODIFICATIONS ELIE BASSIL No. Date Description Drawn By: CMS �7rr) J!AALAM A,Checked By: H.C. & SIDE ELEVATIONS CONSULTING PROFESSIONAL ENGINEERS TO 199 FALMOUTH ROAD 570 ROUTE 28 Designed By: CMS EXISTING FRONT, REAR, 8� , civiL HYANNIS, MA 02601 HARWICH PORT,, MA 02646 N 3073,65 112 STATE ROAD(ROUTE 6),No.DARTMOUTH,MA 02747 TEL:(508)858-5040 FAX:(508)858-5041 www.choubahgroup.com Sheet Number. 9 OF 12 tvi 13 __._ __.._....... _.. _ - - WALL LEGEND 1x4 PAINTED PVC TRIM 1"IEN —E'ROFOSED 2"x4" LUMBER WALLS 1x8 PAINTED PVC CORNER BOARD D2 Ix& PAINTED PVC WINDOW CASING ................ , ...................... ............... - - - HARDI-PLANK SIDING APPLIED AT _ 5" EXPOSURE MAIN BODY COLOR: _._._ ;..._____._.._-. NOTES ._. _. - PER OWNER'S CHOICE (TYPICAL) _ 1. WINDOWS t DOORS STYLE AS SHOWN ON PLANS. D2 -� _. _ _ 2. VERIFY ALL ROUGH OPENINGS WITH SUPPLIER PRIOR TO W01"IEN `�' FABRICATION. 21iz" PAINTED PVC SILL x... .. _. 3. OFFICE FLOOR LAYOUT SHOWN MAY BE MODIFIED PER 2'-6" HIGH BRICK/CULTURED STONE OWNER'S CHOICE. VEENER BASE WITH BLUE STONE CAP N O O z �r J cb, D2 D3 „ {;w 2S -9 xz J _ fi �w OZ m `D STAND-UP COOLERS=0 s r D P c0 c' - b- it z rn WINDOW SCHEDULE m NO. QTY. WINDOW DATA REMARKS D2 . x 0-w Wi 4 5'-4" x 5'-4" x 13/4 ALUM. ALUMINUM GLASS STOREFRONT Q GONDOLA q 0-A ALUMINUM GLASS STOREFRONT U U J W2 4 1'-(0" x 5'-4" x P/4" ALUM. TRANSOM GONDOLA u- Wl LU QC W m cYl Z � `Q � DOOR, FRAME 4 HARDWARE SCHEDULE U 4 GONDOLA mD .Z ..._., J w u u �'_ 'O p NO. QTY. LOCATION DOOR DATA REMARKS — — Iu s � GONDOLA � ® -}-w° - z cfJ 4 Z N SIZE (W. x H. x T-) MAT. Z OJ-t " x ALUM./ ALUMINUM GLASS STOREFRONT Q U D1 1 EXTERIOR ro'-m" x I'-m 13i " 0f1 m 4 GLASS wl 1'-&" TRANSOM WINDOW `1' 4 GONDOLA J13 D2 6 INTERIOR 2'-8" x 6'-5 x 13/4 WOOD WOOD W1 U GONDOLA ® D3 1 EXTERIOR 3'-0" x ro'—S" x 13i4" METAL/ STEEL EXIT DOOR METAL am �N - 8,4LES ARE4' COUNTER I-(EIGHT O 34" AF.F (BY OTHERS) ® FINISHED SCHEDULE �r Wi W1 W2 w1 wi ROOM NAME FLOOR CEILING WALLS pi SALES AREAS CERAMIC TILE ACOUSTICAL PANEL CEILING TYPE "X" GYPSUM BOARD W/ PLASTER FINISH (TYPICAL) i0'--f" " STORAGE CERAMIC TILE ACOUSTICAL PANEL CEILING TYPE "X" GYPSUM BOARD W/ i0'—�" 5'-9 5' PLASTER FINISH (TYPICAL) UTILITY ROOM CERAMIC TILE TYPE "X" GYPSUM 50ARD W/ TYPE "X" GYPSUM 50ARD W/ 42'-511 PLASTER FINISH (TYPICAL) PLASTER FINISH (TYPICAL) 5ATHROOM5 CERAMIC TILE ACOUSTICAL PANEL CEILING TYPE "X" GYPSUM BOARD W/ PLASTER FINISH (TYPICAL) NOTE: ALL FINISHED STYLES AND COLORS TO 5E DETERMINED 5Y OWNER FIROF06ED FLOOR LA'*r0UT_ SCALE: 1/4"=1'—0" Issue Date: 2/22/2015 Project Number: 14-409 CHOU13AH ENGINEERING GROUP,P.C. Project: Prepared For: oft Revisions Scale: AS SHOWN Sheet Title: PROPOSED MODIFICATIONS ELIE BASSIL No. Date Description Drawn By: CMS _"� PROPOSED FLOOR LAYOUTS '_,Nt CONSULTING PROFESSIONAL ENGINEERS TO 199 FALMOUTH ROAD 570 ROUTE 28 CHOUBAH HYANNIS MA 02601 HARWICH PORT MA 02646 Designed By: CMS Checked By: H.C. 8 > > y ? 736 112 STATE ROAD(ROUTE 6), , No.DARTMOUTH,MA 02747 TEL:(508)858-5040 FAX:(508)858-5041 www.choubahgroup.com Sheet Number. 10 OF 12 ZZ ....___ -- _r.._ — 1.,,. .....i ......_......... - _ ....:.._ m._ Ix4 PAINTED PVC TRIM Ix8 PAINTED PVC CORNER BOARD F ...................... . Ix& PAINTED PVC WINDOW CASING HARDI-PL ANK SIDING APPLIED At Fil 0' cv 5" EXPOSURE MAIN BODY COLOR: PER OWNER'S CHOICE (TYPICAL) 21/7 PAINTED PVC SILL i 2'-&" HIGH BRICK/CULTURED I-E STONE VEENER BASE �. WITH 5LUE STONE CA PROPOSED ALUMINUM STOREFRONT DOOR WITH TRANSOM (tYP) FROF05ED FRIGHT 51DE ELEVATION_ PROPOSED FRONT ELEVATION SCALE- 1/4"=V-011 SCALE: 1/4"=V-011 p-I Ix8 PAINTED PVC COMER BOARD Ix8 PAINTED PVC CORNER BOARD 1x& FAINTED i HARDI-PLANK SIDING APPLIED AT 5" EXPOSURE MAIN BODY COLOR: PER OWNER'S CHOICE (TYPICAL) . 7 77— HARD[-PLANK SIDING APPLIED AT 5" EXPOSURE MAIN BODY COLOR:FROF05ED LEFT 51DE ELEVATION PER OWNER'S CHOICE (TYPICAL) FIROF>05ED FREAR ELEVATION SCALE: 1/4"=P-0" SCALE: 1/4"=V-0" Issue Date: 2/22/2015 Project Number: 14-409 CHOUBAH ENGINEERING GROUP,P.C. Project: Prepared For: oft Revisions Scale: AS SHOWN Sheet Title: PROPOSED MODIFICATIONS ELIE BASSIL No. Date Description Drawn B : CMS p y PROPOSED BUILDING �� HA ;, CONSULTING PROFESSIONAL ENGINEERS TO 199 FALMOUTH ROAD 570 ROUTE 28 Designed By: CMS Checked By: H.C. ELEVATIONS cOUBA� HYANNIS, MA 02601 HARWICH PORT, MA 02646 No,37 112 STATE ROAD(ROUTE 6), Fit A No.DARTMOUTH,MA 02747 L TEL:(508)858-5040 FAX:(508)858-5041 ! www.choubahgroup.com Sheet Number. 11 OF 12 CHOUBAH ENGINEERING GROUP, P.C. —cm="I" CONSULTING PROFESSIONAL ENGINEERS 112 STATE ROAD (ROUTE 6), No.DARTMOUTH,MA 02747 TEL:(508)858-5040 FAX:(508)858-5041 www.choubahgroup.com EXISTING STEEL CANOPY EXISTING STEEL CANOPY I I J I I ti .p..I.._. I _ , I. , <.. :: ..� _ _ .1 ... .,, C -it , [.. ,e r•�. ,i I .Ir. I- �E^ _z ). <ts. ,., a r I ::_ � ;.:I :; 'sl s . '•s t:�-. .: l�r � -4-",� ti ,.-I � 1� _t7c f�. ��z 1 ` PROPOSED MODIFICATIONS TO 199 FALMOUTH ROAD HYANNIS, MA 02601 PROPOSED FIRE SUPPRESSION PROPOSED FIRE SUPPRESSION SHROUD SYSTEM (DESIGN BY OTHERS) SHROUD SYSTEM (DESIGN BY OTHERS) EXISTI EXISTING EXISTING GASOLINE P Pre ared For: GASOLINE GASOLINE DISPENSER DISPENSER DISPENSER ELIE BASSIL 570 ROUTE 28 0 ®0 ®0 HARWICH PORT, MA 02646 904 EXISTING STEEL BOLLARD EXISTING CONCRETE SLAB EXISTING STEEL BOLLARD EXISTING CONCRETE J CONTAINMENT AREA SLAB CONTAINMENT AREA EX16TING CAN0f=>*r (FALMOUTH ROAD ) ELEVATION SCALE: 1/4„ EX16TING C,�l� OFY 611DE ELEVATIONA, --�,-m ALIM SCALE: 1/4"=V-011 HHOUBAH L EXISTING STEEL CANOPY _. _..,..w _..,._._. _ _.._._... r,. k Issue Date: 2/22/2015 1 .r _..._ _.._ __ _._.. ...._ .,_ _ _..,. _._.._ . ._ ._..__.. .... _. ... __.. .... .. _.._,.._._ Revisions NOZZEL CLUSTER + } No. Date Description zz DISPENSER g Q to _. EXISTING EXISTING ,. `Positive r-=- GASOLINE GASOLINE ` Limiting DISPENSNG ISLAND DISPENSER DISPENSER Barrier . > " ! K7 Project Number: 14-409 NOZZLE ?�4 AIM POINT 3u Scale: AS SHOWN Drawn By: CMS FS�cN sC 1�� C�E�ap10Designed By: CMS Checked By:H.C. r I � Sheet Title: NOZZLE AIMING POINTS EXISTING CANOPY NOT TO SCALE - ,..._ .............,.. .._._..- ... ,..... ... _ F EXISTING CONCRETE SLAB CONTAINMENT AREA EXISTING CANOPY FLAN( VIEW SCALE: 1/4"=1'-ID" Sheet Number. 12 OF 12 i I I