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HomeMy WebLinkAbout0100 BREEDS HILL ROAD - Health 1 2 3 4 A A n AND WAREHOUSE EXPANSION � W 01� Flo""4 Ou BREEIDS t,. n ri R'y 9 yam. iF:• x - B - . HI -LL s r ZHTANNIoc , MA C RELEASED : 12-05-2017 'Y E�a.: fY ' t � � •, � "rod E ��N S"^3`, II �E .t,y � : . �' ,,. i 3 w , DESIGN TEAM "t" '«z„ £# d I I ......... SHEET INDEX t `� N1 ': �#.Sh#€ �`d>.Aa. `*,..�: F.w`' .•:.• gyp; - SHEET NUMBER SHEET TITLE ARCHITECT � w lvk e°Y,`t• y „fr w� \�` C0.00 COVER SHEET - x W r v„�„,� .> 'Il ,.. ,., ... -„ .. .... _... ,.. ,s,,, _.- .,:... .. >.,.:. .. .... ::& �;• ::... :... ...... I.. er. :�Z ERA NOTES �. . 1 BREVIATI NSi LEGEND AND GENERAL O S _. N r " r ,,, ,, � r CO 0 CIVIL AB O _. ,> „. ., � � , .; N € x „ 8 x' DENNIS GROUP C0.10 �` PLANS SITE EXISTING CONDIT DNS S @ 5,- t.. , ,. 1 Design Engineer Build D .' wi Start-Up .50 CO SITE DEMOLITION PLAN .�,.... .,,..ss ., .,, i.-.r,. �. AN,,.:. >fi« .,>'... t� :;.. .5<'= C1.00 OVERALL SITE LAYOUT PLAN _ aIIInStr � Springfield,I,A011J:3 dennisgroup,com ON a3:: ,. ... \ "#, ;,•` ',.e - .. y'sue; / United States Canada Brazil Portugal C1.01 SITE LAYOUT ENLARGEMENT PLAN � •n „ # ,....,.„ C1.10 SITE LANDSCAPING PLAN xfK C2.00 OVERALL SITE GRADING AND DRAINAGE PLANeo _- C2.01 SITE GRADING AND DRAINAGE ENLARGEMENT PLANS ` ''' CIVIL ENGINEER IT,C3.00 OVERALL SITE UTILITIES PLAN I .. ' „x -v .... -w>- x; ._. ('s' •'' :...,„,.�, - C3.01 SITE UTILITIES ENLARGEMENT PLAN as ff � �� ��r � ��, A1.000 OVERALL FIRST FLOOR PLAN { �' DEWS GROUP c1 Y R, P R CT . z & r Engineer LaiE Start-Up A1.111 FIRST AND SECOND FLOOR PLANS O Ir E ' s �37 Main Street,S,.>rl,� fleic4, 1103 A3.000 BUILDING ELEVATIONS (1-4) � l „rF LOCATION r „4Je; ��.G en r'o or, A4.000 OVERALL ROOF PLAN ` ' E United taus 3 Canada Brazil Portugal A8.000 BUILDING SECTIONS(1-3) 4, ." ° , A8.001 BUILDING SECTIONS (4) P E1.201 SITE LIGHTING ILLUMINATIONAN " ., ELECTRICAL ENGINEER r ¥ \# . rytd� �'. % 1 , y �, Ez"x f �{�+`'x•� gym\ 3 DENNIS GROUP r `` \ Plan • Design • 'Engineer _ Build - Start-Up I a 1537 Main Street,Springfield MA 01103 THE SOURCE OF THIS MAP IS THE TOWN OF BARNSTABLE PROPERTY MAPS AVAILABLE ONLINE ON http://gis.townofbarnstable.us dennlsgroup,corn United States . Canada - Brazil Portugal LOCUS MAP F F N 1 SCALE: NTS TRUE NORTH 1 2 3 4 CAPE COD CHIPS, INC. CAPE COD CHIPS, INC. OFFICE/TOUR AREA nce DENMS GROUP �iH QE 4� O F F I C E/T O U R AREA DRAWN BY: DATE: SCALE:NTS �~~yam �. ROGERIO ALCANTARA 12-05-17 LTSCALE: Plan OIi Ercrer111 Cr - ° CA�1t. S ii DRAWING DISCIPLINE: ASSET I.D. NO.: PROJECT LEADER: APPROVAL DATE: SHEET SIZE: '�I+"'1��'' =+ KYLE LEWIS 12-05-17 ARCH D 1537 Main street,Springfield,MA 01103 c.}i �3V€L u� N0.4,iK) DRAWING TYPE: DEPARTMENT LEADER: APPROVAL DATE: SHEET NO. OF SHEET NO.: THE INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. SUCH INFORMATION United States - Canada • Brazil . Portugal ��j,,���'�° "��� � � OF Cape Cod Potato Chips, Inc. IS THE PROPERTY BE OF SNBYE 'S DISCLOSED TO OTHERS WITHOUT THE PRIOR "10 .. r� ,a° p d DRAWING DESIGNATOR: PROJECT NO.: VENDOR COMPANY NAME: VENDOR SEQUENCE NO.: 100 Breeds Hill Road WRrrrEN CONSENT OF SNYDER'S-LANCE INC. rs'attl RAID 12-05-17 JSW 12-07-17 THE INFORMATION CONTAINED HEREIN MAY NOT BE USED FOR ANY PURPOSE RAD 5153 THE DENNIS GROUP, LLC 0.00 A SITE PLAN REVIEW _ Q �J OTHER THAN THE EXPRESSED INTENT FOR WHICH IT WAS LENT. (� T REV —'[ Hyannis, MA 02601 PROJECT NAME: DRAWING NAME: REVISION NO.: ' DRAWN CHECKED APPROVED APPROVED NO. DESCRIPTION: BY: DATE: BY: DATE: BY: DATE: BY: DATE: CO SNYDER013 SNYDER'S-LANCE INC. COVER SHEET A 1 2 3 4 CIVIL ABBREVIATIONS CIVIL LEGEND CIVIL GENERAL NOTES A A NOTE: NOT ALL ABBREVIATIONS MAY BE USED. NOTE: NOT ALL SYMBOLS MAY BE USED. 1. PRESENTLY SITE IS GRANDFATHERED IN WITH 57.6% IMPERVIOUS COVERAGE: ACCMP ASPHALT COATED CORRUGATED METAL PIPE PLOT = 5.63 ACRES =245,242 SF ADA AMERICANS WITH DISABILITIES ACT EXISTING PROPOSED EXISTING IMPERVIOUS = 141,190 SF (57.6%) ARCH ARCHITECTURAL — PROPERTY LINE EI EXISTING PIPE TO BE CUT/CAPPED BC BOTTOM OF CURB EASEMENT LINE CURB OR WALL ORIGINAL ZONING PRIOR TO 1987 ALLOWED 75% LOT COVERAGE, BUT IN 1987 BECAME A GROUNDWATER BLDG BUILDING _ — — OVERLAY DISTRICT, OR WELLHEAD PROTECTION DISTRICT, AND REDUCED LOT COVERAGE TO 50%. CAPE COD BMP BEST MANAGEMENT PRACTICE E ELECTRIC LINE x CHAIN LINK FENCE POTATO CHIPS IS GRANDFATHERED INTO ORIGINAL RULE, WITH CONDITION THAT SITE CANNOT EXCEED EXISTING BW BOTTOM OF WALL IMPERVIOUS LOT COVERAGE. BWL BROKEN WHITE LINE T TELEPHONE LINE SIGN WITH SCHEDULE DESIGNATION CENTER LINE G — GAS LINE 14 PARKING STALL COUNT 2. PLAN REFERENCES CB CATCH BASIN WATER LINE CFS CUBIC FEET PER SECOND f1f UTILITY POLE 2.1. "ALTA/ASCM LAND TITLE SURVEY OF CAPE COD POTATO CHIP FACILITY, IN (HYANNIS) BARNSTABLE MA" -- 1= -- -- — FIRE WATER LINE LIGHT POLE / / CI CAST IRON �_"" SCALE 1"=30', DATED APRIL 9, 1996, REVISED 4 19 96 PREPARED BY SCHOFIELD BROTHERS OF NEW CIP CAST IRON PIPE SS SANITARY SEWER ENGLAND, INC. CMP CORRUGATED METAL PIPE BOLLARD S1=1 SANITARY FORCE MAIN 2.2. "BREEDS HILL, SUBDIVISION PLAN OF LAND, IN HYANNIS BARNSTABLE, MA FOR INDEPENDENCE PARK INC." B CMU CONCRETE MASONRY UNIT 0 ® SCALE 1"= 100', DATED APRIL 26, 1984, REVISED 6/26/84. PREPARED BY DOYLE ENGINEERING CO CLEAN OUT owv WATER VALVE ASSOCIATES INC. CONC CONCRETE TREE LINE �� B CONST CONSTRUCTION 0 _° WATER METER 05 Rio 2.3. PLAN OF LAND IN (HYANNIS) BARNSTABLE, MASS. PREPARED FOR BARNSTABLE MUNICIPAL AIRPORT" PERCENT GRADE AND DIRECTION DATED OCTOBER 31 1986, PREPARED BY EDWARDS AND KELCEY INC. CONT CONTINUOUS OGV GAS VALVE SLOPE PERCENTAGE AND DIRECTION SCALE 1 =40 , , DEP DEPARTMENT OF ENVIRONMENTAL PROTECTION 2.4. EASEMENT PLAN IN BARNSTABLE, MASS PREPARED FOR EAGLE SNACKS, INC. DATED MAY 19,1986 DI DUCTILE IRON f FLUSH CONDITION BETWEEN ADJACENT TREES TO BE PREPARED BY BSC/ CAPE COD SURVEY CONSULTANTS. DIP DUCTILE IRON PIPE REMOVED SURFACES x 301.58 SPOT ELEVATION DMH DRAINAGE MANHOLE 3. HORIZONTAL DATUM IS BASED UPON NAD 83 MASS MAINLAND 2011 COORDINATE SYSTEM. VERTICAL DATUM IS DOT DEPARTMENT OF TRANSPORTATION TREE LINE 301 CONTOUR (1' INTERVAL) BASED UPON NAVD 88. ECB EROSION CONTROL BLANKET p CB-01 DRAINAGE INLET ELEC ELECTRICAL 4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND DETAILS. ELEV ELEVATION 301 — CONTOUR (1' INTERVAL) Oo SMH-01 DRAINAGE SUMP MANHOLE 5. THE ENGINEER MAY DIRECT THE CONTRACTOR TO VARY THE PROPOSED WORK DURING CONSTRUCTION TO EPA ENVIRONMENTAL PROTECTION AGENCY EPSC EROSION PROTECTION AND SEDIMENTATION CONTROLS CATCH BASIN 0 CLEANOUT ADDRESS EXISTING CONDITIONS. EX EXISTING ® SANITARY SEWER MANHOLE 6. THE CONTRACTOR IS HEREBY ADVISED THAT ALL LOCATIONS OF EXISTING PIPES, CONDUITS, UTILITIES, EXST EXISTING LEACHING PIT FOUNDATIONS, AND UNDERGROUND STRUCTURES ARE NOT WARRANTED TO BE CORRECT NOR ACCURATE AND FD FOUNDATION DRAIN 0 © WRUXSS WASTE MANHOLE THE CONTRACTOR SHALL HAVE NO CLAIM ON THAT ACCOUNT SHOULD THEY BE OTHER THAN SHOWN. FDC FIRE DEPARTMENT CONNECTION WATER VALVE LOCATIONS OF EXISTING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS AS REPRESENTED BY UTILITY FDN FOUNDATION HYDRANT DRAWINGS, THERFORE THEIR ACTUAL LOCATIONS MAY VARY. IT IS UNDERSTOOD AND AGREED THAT THE FES FLARED END SECTION CONTRACTOR SHALL MAKE EXAMINATIONS IN THE FIELD BY VARIOUS AVAILABLE METHODS AND SHALL OBTAIN C FFE FINISHED FLOOR ELEVATION INFORMATION FROM UTILITY COMPANIES AND INDIVIDUALS AS TO THE LOCATION OF ALL SUB—SURFACE FT FEET STRUCTURES. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR EXCAVATE IN ANY AREA PRIOR TO A FTG FOOTING HC HANDICAP SIGNED CONTRACT AND NOTICE TO PROCEED. HDPE HIGH DENSITY POLYETHYLENE 7. GAS MAIN AND SERVICE RELOCATION WORK, IF NECESSARY, WILL BE COORDINATED WITH ENGINEER AND HYD HYDRANT CONTRACTOR, AND WILL BE PERFORMED BY CONNECTICUT NATURAL GAS COMPANY AT THE OWNERS EXPENSE. INV INVERT TEST PITS SHALL BE PERFORMED PRIOR TO PIPE INSTALLATION FOR SUSPECT GAS MAIN AND SERVICE MEP MECHANICAL, ELECTRICAL, AND PLUMBING CONFLICTS. C MH MANHOLE MIN MINIMUM 8. THE CONTRACTORS SHALL BE RESPONSIBLE FOR SUPPORT AND PROTECTION OF EXISTING UTILITIES AND N/A NOT APPLICABLE STRUCTURES, AS WELL ANY REPAIR AND/OR REPLACEMENT COSTS OF UTILITIES DAMAGED DURING NIC NOT IN CONTRACT CONSTRUCTION WHETHER ABOVE OR BELOW GRADE. NTS NOT TO SCALE 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL UTILITY RELOCATION WORK. CLAIMS OC ON CENTER It PROPERTY LINE FOR EXTRAS WILL NOT BE ALLOWED FOR DELAY OR WORK DUE TO UTILITY COMPANY COORDINATION OR UTILITY PR . PE POLYETHYLENE RELOCATION WORK. PERF PERFORATED 10. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER OF ANY SUBSURFACE UTILITY OR OTHER PIPE PIV POST INDICATOR VALVE NOT SHOWN ON THE DRAWINGS THAT IS ENCOUNTERED DURING CONSTRUCTION. PVC POLYVINYL CHLORIDE 11. EXTREME CARE MUST BE EXCERCISED BY THE CONTRACTOR TO PROTECT EXISTING SANITARY SEWERS, SANITARY PW PROCESS WASTE (INDUSTRIAL WASTE)PVMT PAVEMENT SEWER LATERALS, STORM DRAINS, WATER MAINS AND ALL OTHER UTILITIES DURING CONSTRUCTION. R RADIUS 12. CONTRACTOR AND THEIR PERSONNEL SHALL FOLLOW ALL FEDERAL, STATE AND LOCAL REQUIREMENTS FOR RCP REINFORCED CONCRETE PIPE SAFETY WHEN IN CONFINED SPACES. ALSO REFER TO REOMMENDATIONS IN THE NATIONAL INSTITUTE FOR RECP ROLLED EROSION CONTROL PRODUCT OCCUPATIONAL SAFETY AND HEALTH PUBLICATION NO. 80-106, 'WORKING IN CONFINED SPACES% REQ'D REQUIRED � ROW RIGHT—OF—WAY 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING FLOWS IN SANITARY SEWERS, STORM SAN SANITARY DRAINAGE SYSTEMS, AND FOR OBTAINING ALL PERMITS, AS SPECIFIED. SD STORM DRAINAGE 14. ALL DEWATERING SHALL BE DIRECTED TO COMBINED OR SANITARY SEWERS AT LOCATIONS AS APPROVED BY SDYL SOLID DOUBLE YELLOW LINE THE ENGINEER. DO NOT DISCHARGE GROUND WATER TO STORM DRAINS. ALL DEWATERING ACTIVITIES SHALL SF SQUARE FEET COMPLY WITH THE TECHNICAL SPECIFICATIONS AND STATE EPARTMENT OF ENVIRONMENTAL PROTECTION SIM SIMILAR REGULATIONS. THE CONTRACTOR SHALL NOT COMMENCE DEWATERING DISCHARGE WITHOUT THE EXPRESS STL STEEL WRITTEN APPROVAL OF THE ENGINEER OR OWNER, AS SPECIFIED. STM STORM STRUCT STRUCTURAL 15. NOT ALL TEST PIT LOCATIONS ARE SHOWN ON THE PLANS. EXCAVATE TEST PITS IN LOCATIONS AS DIRECTED SWL SOLID WHITE LINE BY THE ENGINEER. TEST PITS SHALL BE DUG TO ADJUST PIPING AS REQUIRED BY THE ENGINEER. SYL SOLID YELLOW LINE 16. ALL PIPE SECTIONS SHOWING LENGTHS IN LINEAR FEET ARE TWO—DIMENSIONAL MEASURMENTS TAKEN FROM TIC TOP OF CURB TD TRENCH DRAIN CENTER TO CENTER OF EACH ADJOINING MANHOLE OR STRUCTURE. TEL TELEPHONE 17. UNLESS OTHERWISE NOTED, PVC PIPE SHALL BE SDR 35, DI PIPE FOR SEWER SHALL BE CLASS 52 LINED E TF TOP OF FRAME WITH PROTECTO 401 INTERIOR COATING, DI PIPE FOR WATER SHALL BE CLASS 54 AND RC PIPE SHALL BE TW TOP OF WALL CLASS IV. TYP TYPICAL E UON UNLESS OTHERWISE NOTED 18. SILT SACKS SHALL BE PLACED AROUND ALL CATCH BASINS SUBJECT TO RUNOFF FROM CONSTRUCTION AREAS. VIF VERIFY IN FIELD 19. AT CONNECTION BETWEEN EXISITNG AND NEW PIPES, SLEEVES, NIPPLES AND ACCESSORIES NECESSARY FOR W/ WITH MAKING CONNECTIONS MAY NOT BE SHOWN IN THE DETAILS. THE CONTRACTOR SHALL FURNISH AND INSTALL W/0 WITHOUT ALL ITEMS AS NECESSARY FOR CONNECTING TO EXISTING PIPES AND AS INDICATED IN THE SPECIFICATIONS. YD YARD DRAIN 20. THE CONTRACTOR SHALL PROVIDE THE OWNER, LOCAL FIRE/POLICE AUTHORITIES, SCHOOL DEPARTMENT, LOCAL BUSINESSES AND PUBLIC TRANSPORTATION AGENCIES A DETAILED PLAN OF APPROACH INDICATING METHODS OF PROPOSED TRAFFIC ROUTING WHEN WORKING IN THE PUBLIC WAY. COMMUNICATION WITH DEPARTMENTS, LOCAL BUSINESSES AND PUBLIC TRANSPORTATION AGENCIES SHALL BE MAINTAINED THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. F F 1 2 3 4 CAPE COD CHIPS, INC. CAPE COD CHIPS, INC. CIVIL CIVIL Sny , ero, Lan DENms GRoupOFFICE/TOUR AREA !��° �.K 0 F F I C E T 0 U R AREA D� �' DATE: SCALE:NTS Ce �C / ROGERIO ALCANTARA 12-05-17 LTSCALE: PIc1t Design ` Engineer Build . Start-Up � �s� DRAWING DISCIPLINE: ASSET I.D. NO.: PROJECT LEADER: APPROVAL DATE: SHEET SIZE: 10 CIVIL CIVIL KYLE LEWIS 12-05-17 ARCH D 1537 t�lajn.Street,Springfield,MA 01103 �;a C6S37 � denni�;group-com ,� r� 7 " DRAWING TYPE: DEPARTMENT LEADER: APPROVAL DATE: SHEET NO. OF SHEET NO.: THE INFORMATION CONTAINED HEREIN IS CONFIDENTIAL SUCH INFORMATION njt£G tatf S Can r1a 15"r]ZI' I�Qt tLl al 7Ts` OF Cape Cod Potato Chips, Inc. IS THE PROPERTY OF SNYDER'S-LANCE INC. p a AND MAY NOT BE USED BY, OR DISCLOSED TO OTHERS WITHOUT THE PRIOR I r 100 Breed's Hill Road WRITTEN CONSENT OF SNYDER'S-LANCE INC. DRAWING DESIGNATOR: PROJECT NO.: VENDOR COMPANY NAME: VENDOR SEQUENCE NO.: THE INFORMATION CONTAINED HEREIN MAY NOT BE USED FOR ANY PURPOSE /� /�J��. RAD 5153 THE DENNIS GROUP, LLC C0.01 A SITE PLAN REVIEW RAD 12-05-17 JSW 12-07-17 �L. 1 REV. DRAWN CHECKED APPROVED APPROVED Hyannis, MA 02601 OTHER THAN THE EXPRESSED INTENT FOR WHICH IT WAS LENT. PROJECT NAME: DRAWING NAME: REVISION NO.: NO. DESCRIPTION: BY: DATE: BY. DATE: BY: DATE: BY: DATE: CO 2011-2013 SNYDER'S—LANCE INC. CIVIL ABBREVIATIONS, LEGENDS, AND GENERAL NOTES A 1 2 3 4 GENERAL SHEET NOTES CONCRETE souND(FauwD PRESENTLY SITE IS GRANDFATHERED IN WITH 57.6% IMPERVIOUS COVERAGE. PLOT=5.63 ACRES=245,242 SF A I A / _ _ \\\ EXISTING IMPERVIOUS= 141,190 SF ORIGINAL ZONING PRIOR TO 1987 ALLOWED 75%COVERAGE, BUT IN 1987 \ �Qo 77 ?o \sue\.. /�NOFpF / BECAME A GROUNDWATER OVERLAY DISTRICT OR WELLHEAD PROTECTION / 1 a� N F DISTRICT AND REDUCED LOT COVERAGE TO 50%.CAPE COD POTATO CHIPS IS 0 \pFRIyf�NF l �CF/OR7�F GRANDFATHERED INTO ORIGINAL RULE WITH CONDITION THAT SITE CANNOT EXCEED EXISTING IMPERVIOUS LOT COVERAGE.) M` S / 1. PLAN REFERENCES SANITARY SEWER LEACHING ITS \ � , 1.1. ALTA/SCMA LAND TITLE SURVEY OF CAPE COD POTATO CHIPS \ FACILITY IN(HYANNIS)BARNSTABLE MA"SCALE 1"=30'", DATED APRIL 66� 91996, REVISED APRIL 191996. PREPARED BY SCHOFIELD BROTHERS o \ ✓ "��\\ I OF NEW ENGLAND, INC. <� ) -�\\ ' 1.2. "BREEDS HILL SUBDIVISION PLAN OF LAND, IN HYANNIS BARNSTABLE / VI,�1€"GR PARKING "'\ \� C., ,, 4 / N / 12 SPACES / / C ^ \�\\�\� ;?204Q,e FOR INDEPENDENCE PARK INC."."SCALE 1"= 100'",DATED APRIL 26 �� _�, ` f \ \✓/ \ \�\\ , 798 s 1984,REVISED JUNE 261984.PREPARED BY DOYLE ENGINEERING \\ \� 00 / ASSOCIATES, INC. 1.3. PLAN OF LAND IN(HYANNIS)BARNSTABLE MASS. . PREPARED FOR \�\\_��\ \ BARNSTABLE MUNICIPAL AIRPORT"."SCALE 1 -40 DATED OCTOBER / _ ^— •,:.- °.::•:� = �- �\ 31, 1986. PREPARED BY EDWARDS AND KELCEY, INC. •:1.w. •: .�•: • �. \ � "a•i:�iy .., ... `�`—\ \t✓\ \\\ . .. . .�. .f tyl^Cg3y \1 � B E��STlNG ��� ... _ � ,\\\\,\\ \ / 1.4. EASEMENT PLAN IN BARNSTABLE MA PREPARED FOR EAGLE SNACKS, r r� RETAINING WALLS ' �J STORMWATER CATCH BASINS _� \ \ INC. DATED MAY 19, 1986 PREPARED BY BSCICAPE COD SURVEY /� CONSULTANTS. 651 STORMWATER CATCH BASIN � 1 / �-6 � `\\\ �\\ °••� �,.�;.;�.�\°\ \t.;\� ��\� \""\�,, •�\�;\ ��\\,�\\� �� �_ �----____.� � � I HORIZONTAL DATUM IS BASED UPON NAD83 MASS MAINLAND 2001 COORDINATE LEACHING CATCH vqa SANITARY SEWER STORMWATER MAINHOLE \� l \ \ 1 SYSTEM. ca� STRUCTURES POST INDICATOR VALVE �j \�\ ROpFR BASINS VERTICAL DATUM IS BASED UPON NAVD88. / TRASH COMPACTOR CONCRETE PAD RETAINING / J �� /^\_ / EXISTING STORM CALCS: _: �. a.� RETAINING WALLS �� GEAR LANDING �` / r .';/, SITE IS A ZERO-DISCHARGE SITE.PER BARNSTABLE DPW,THE SITE IS / CONCRETE PADS REQUIRED TO HOLD THE 25-YR 24-HR STORM,ZONING CODE CHAPTER " EXISTING BUILDING +® -� �„ 240-103-SITE DEVELOPMENT STANDARDS PART I STATES THE 20-YR 24-HR / \. _ _ SANITARY / s i � / / `� I I AREA = 31, _ LEACHING PITS /^ STORM.CALCULATIONS HAVE BEEN PROVIDED FOR BOTH TO SHOW SITE I ( OOOf SF MEETS REQUIREMENTS OF BOTH STORMS PER NOAA,THE 25-YR 24-HR / \ FIFE = 65.00 \\ l \ 1 - y",• v v \ _ / \�� /���AO\ s STORM IS A 5.91"STORM AND THE 20-YR 24HR IS A 5.59"STORM. ,ft CONCRETE _ { f EQUIPMENT SANITARY SEWER \ j � b _DUNDONC r CONCRETE PAD STRUCTURES t A \ EXISTING CONCRETE ELEVATED WALKWAY ASPHALT \ 1 \ / \ \\\ PAVEMENTcc \\ \\ \ \\\\ s � :,.. ` k 4 gp r EACHING SMH << R \\ \ ✓ CONCRETE 5b / ( J 49 OUR PARKIN \ O \ PAVEMENT, 96 SPACES \ LEACHING CATCHBASINS 1 l BENCHMARK CONCRETE \ \ \ J SMH BOUND FOUND \ 1 ` `ti ELEV. 67.95 � 1 /1, ASPHALT D NAVD-88 PAVEMENT O \ / N=2710785.48 E=985419.00 / d p y / BENCHMARK NAIL SET IN b \ J// PAVEMENT .17 NA D-88 N=2711402.49 E=985663.57 / I " 9�6�Y� 4111 � V 41 c c4,0 \\ CONCRETE BOUND FOUND F F SITE EXISTING CONDITIONS PLAN 1 SCALE: 1"=40' 0 20 .: 40 80 TRUE NORTH 1 2 3 4 CAPE COD CHIPS, INC. CAPE COD CHIPS, INC. CIVIL CIVIL OFFICE/TOUR AREA n ers - ance DENNis GRoup , �'\ 0 FFI C E/TOUR AREA °"^W" °A� SCALE: ter^ '"�H OF ,Y��� s�� ROGERIO ALCANTARA 12-05-18 LTscaLE:1 = 40' O Plan • Design . Engineer • Build • Start-Up �`�� CARI.�' A. Us9� DRAWING DISCIPLINE: ASSET I.D. N0: PROJECT LEADER: APPROVAL DATE: SHEET SIZE: a U�'1L ' ��' CIVIL KYLE LEWIS 12-05-17 ARCH D 1537 Main Street,Spring ie':d,MA 01103 � CIVIL i;;�w dennisgroup.Gorn o t+0.4$r37 / DRAWING TYPE: DEPARTMENT LEADER: APPROVAL DATE: SHEET NO. OF SHEET NO.: THE INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. SUCH INFORMATION United States • Canada - Brazil • Portugal �c f,.T"'�:'.�{t; OF Cape Cod Potato Chips, Inc. IS THE PROPERTY OF SNYDER'S—LANCE INC. d4r` AND MAY NOT BE USED BY, OR DISCLOSED TO OTHERS WITHOUT THE PRIOR ' DRAWING DESIGNATOR: PROJECT NO.: VENDOR COMPANY NAME: VENDOR SEQUENCE NO.: 100 Breeds Hill Road WRITTEN CONSENT OF SNYDER'S—LANCE INC. A SITE PLAN REVIEW RAD 12-05-17 JSW 12-07-17 THE INFORMATION CONTAINED HEREIN MAY NOT BE USED FOR ANY PURPOSE RAD 5153 THE DENNIS GROUP, LLC CO.10 Hyannis, MA 02601 OTHER THAN THE EXPRESSED INTENT FOR WHICH IT WAS LENT. /Z REV. DRAWN CHECKED APPROVED APPROVED J PROJECT NAME: DRAWING NAME: REVISION NO.: 2011-2 NO. DESCRIPTION: BY: DATE: BY: DATE: BY: DATE: BY: DATE: OC SNYDER013 SNYDER'S—LANCE INC. SITE EXISTING CONDITIONS PLAN A 1 2 3 4 GENERAL SHEET NOTES 1. ALL EXISTING SEWER AND STORM WATER STRUCTURES AND PIPES MUST ONLY BE REMOVED IF NOT POSSIBLE TO BE ABANDONED IN PLACE AND A A FILLED WITH GROUT. 2. CONTRACTOR TO FIELD VERIFY TIE IN POINTS OF RELOCATED PIPES. REMOVE WATER 8" C / PIPE AT POINT WHERE �. � -_� SANITARY LEACH PIT SANITARY BO PROPOSED REROUTING (TO BE ABANDONED) (TO BE GROUT FILL -,LINE TIES INTO if 'REMOVE SANITARY PIPES " B ' �' CONNECTING LEACHING SANITARY LEACH PIT - -•"M (TO BE ABANDONED) '` .. PITS TO BE ABANDONED B STORM PIPE REMOVE 4" PVC SANITARY REMOVE _.w I (TO BE REMOVED). t PIPE TO THE POINT OF CATCH ,F{ ._,. SANITARY LEACH PIT TIE IN OF THE NEW LINE BASIN LY (TO BE ABANDONED) SEE UTILITIES PLANS FOR y EXISTING IRRIGATION PIPING J` DETAILS � n a, TO BE REMOVED IN AREAS, ". OF INTERVENTION 4 n REMOVE SANITARY ' REMOVE SANITARY ✓ SEWER 4"PVC PIPE ." . . . . . MANHOLE SS SS S SS .. . . . . .. . ." .". . ` .. k . . . . . . . . . . . . . . .`. . . -,f Ne �R .y.a Mn� REMOVE ey \� . . . . SD SD SD SD \ . . . . . . . . . . . . . . . . . . . . � CATCH . . . . . . . . . . . . . . . . . BASIN . " REMOVE STORM � -:-. . " " " . " " . .""". "" PIPE" ,Z," ' . \ , Z,I I"x �j. . . REMOVE CATCH `,. +t b. .'.". .".". " . . �; C BASIN . . . .".". .". . . . . . ..". . " g 4 SANITARY STRUCTURES REMOVE EXISTING TO BE ABANDONED IN ROOF DRAIN LINE \ �. f, PLACE 0 . REMOVE TREES LOCATE : .Q �" IN AREA OF GRADING FOR w \` REMOVE EXISTING CONCRETE WALK SANITARY PIPE PROPOSED WALKWAY ` " (TO BE REMOVED) ` PORTION OF BUILDING LANDSCAPED AREA TO BED BEING REMOVED REMOVE ALL SIGNS " " " . REMOVED WHERE IMPACTED (OFFICE) " " BY NEW SIDEWALK GRADING IN NEW OFFICE AREA _• — STORMWATER LEACH PIT ' EXISTING BUILDING (TO BE ABANDONED) --------_ _� __— — AREA 3 , 00 SE ——--------—————————--W " E ' ._. � JJ a _-_.�,_-_, e ..---_.-----�,-,__--_ _ , E -------------------------- ;,aL7 >s". �, , '' .e. t "' \ ! "fir • f - `".'^,... .....,..".__•...._..._.,.."...,......."".".....1 r„� \ - ^. `` 14 ............ _._ 1_ L l _ E U 1 o J s I�� � '" t•" ,�. m �p""•,..,n n s n-.....,,,.� � �•" "" d' .. h T �'•1 .k-- P �~� I , `"°� � SITE DEMOLITION PLAN- SCALE: F F 1z . 1"=20' 0 10 20 40 TRUE NORTH 1 2 3 4 CAPE COD CHIPS, INC. CAPE COD CHIPS, INC. CIVIL CIVIL OFFICE/TOUR AREA MtQA 'A OFFICE/TOUR AREA DRAWN BY: DATE: SCALLE:1"=20' . er a ce DEWS GROUP ROGERIO ALCANTARA 12-05-17 LTSCALE: ' CARLOS A. � Plan + CSI R EC1c1Ior + Build • Start-Up .t 8t'i IfJ4i � DRAWING DISCIPLINE: ASSET I.D. NO.: PROJECT LEADER: APPROVAL DATE: SHEET SIZE: o CIVIL. `; CIVIL KYLE LEWIS 12-05-17 ARCH D 1537 Mails Street,Springfield,� 1103 P�0.488,7 co DRAWING TYPE: DEPARTMENT LEADER: APPROVAL DATE: SHEET NO. OF SHEET NO.: THE INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. SUCH INFORMATION United StcatGS « Canada . azk , Portugal �� �� TC OF Cape Cod Potato Chips, Inc. IS THE PROPERTY OF SNYDER'S-LANCE INC. 7 AND MAY NOT BE USED BY, OR DISCLOSED TO OTHERS WITHOUT THE PRIOR DRAWING DESIGNATOR: PROJECT NO.: VENDOR COMPANY NAME: VENDOR SEQUENCE NO.: 100 Breeds Hill Road WRITTEN CONSENT OF SNYDER'S-LANCE INC. A SITE PLAN REVIEW RAD 12-05-17 JSW 12-07-17 THE INFORMATION CONTAINED HEREIN MAY NOT BE USED FOR ANY PURPOSE -•�j'! RAD 5153 THE DENNIS GROUP, LLC C0.50 Hyannis, MA 02601 OTHER THAN THE EXPRESSED INTENT FOR WHICH IT WAS LENT. qN DRAWN CHECKED APPROVED APPROVED J PROJECT NAME: DRAWING NAME: REVISION NO.: DESCRIPTION: BY: DATE: BY: DATE: BY: DATE: BY: DATE: CO 2011-2013 SNYDER'S-LANCE INC. SITE DEMOLITION PLAN A I 1 2 3 4 SITE INFORMATION to ADDRESS 100 BR HYANNS MA 0LL ROAD ZONING IND LTD-LIMITED INDUSTRIAL ASK USE INDUSTRIAL,LIGHT(FOOD MANUFACTURING,USE CODE 4000) A FLOOD ZONE AREA OF MINIMAL FLOOD HAZARD(ZONE X),MAP#25001CO566J r110 SITE AREA 5.63 AC c, SITE COVERAGE EXISTING PROPOSED BUILDING FLOOR AREA 38,079 SF 40,434 SF COVERAGE 15.5% 16.5% SEE SHEET C1 .01 COVERAGE 57.6 �" "�`��. ,�,� �.,,,� TOTAL IMPERVIOUS AREA 141,190 SF 141,16�1 SF /0 57.5/0 DISTURBED AREA 0.41 AC MATCH LINE REQUIRED- 'fj f "'MM LIMITABUILDTIONS NG HEIGHT PROPOSED-3 OF T SETBACKS REQUIRED PROPOSED (� FRONT 50 FT 52 FT± / �� � SIDE 30 FT 337FT± REAR�� � , " �~ '"" ` ` � }� � � � .,, � 30 FT 275FT± UTILITIES SEWER-EXISTING g f % ` ' �� d WATER-EXISTING GAS-EXISTING B POWER-EXISTING TELECOM EXISTING IS G C 'GS1I11x' PARKING EXISTING 113SPACES sue. AREA 5,8b�t SF` y CALCULATIONS REQUIRED 1 SPACEI700 SF OR 1.3 EMPLOYEES MAX SHIFT / .FIFE (39 EM P.) PROPOSED-113 SPACES AREA -9'x20 TYPICAL PARKING SIZE- MIN.DRIVE AISLE=24' MOM °' ., rrf(h ADA SPACES EXISTING-7 SPACES AWA . ADA SPACES PROPOSED-7 SPACES 7 � MOTORCYCLES PARKING-4 SPACES brIl i W ;' I EXISTING BUILDING \ w6 AREA 31,00000 SF FE �. f ------------- mom AREA MOM AREA WCMN1ki5ARM WoM"^w. 1/ ~Y^*�, "• [ % EX�t m AWA o D mII AMA 0 ! r wowwwoww ' D MFA . :.. E � 1 F E 1 OVERALL SITE LAYOUT PLAN 1 SCALE: 1"=40' 0 20 40 80 TRUE NORTH 1 D 3 4 CAPE COD CHIPS, INC. CAPE COD CHIPS, INC. - --- CIVIL CIVIL OFFICE/TOUR AREA er DENMS GROUP tipaA"OF 4f4 OFFICE/TOUR AREA IDRAWN BY: DATE: SCALE:1"_t}Q' ROGERIO ALCANTARA 12-05-17 LTSCALE: Plan r Design - Engineer s Build - Start-Up CAFILd p A. Cn DRAWING DISCIPLINE: ASSET I.D. NO.: PROJECT LEADER: APPROVAL DATE: SHEET SIZE: Ci,4SfCta =+` CIVIL KYLE LEWIS 12-05-17 ARCH D — 1557 Main Street,Springfield,MA 0�1103 � CIVIL � No.410837 C1ennisgrou com ,ra y I DRAWING TYPE: DEPARTMENT LEADER: APPROVAL DATE: SHEET NO. OF SHEET NO.: THE INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. SUCH INFORMATION U^[tt C' t tC S oBTlc « 5 �(I E r 1 ) �c;S s'.T. :!'"y�. , OF Cape Cod Potato Chips, Inc. IS THE PROPERTY OF SNYDER'S—LANCE INC. r- D AND MAY NOT BE USED BY, OR DISCLOSED TO OTHERS WITHOUT THE PRIOR — 100 Breed's Hill Road WRITTEN CONSENT OF SNYDER'S—LANCE INC. r DRAWING DESIGNATOR: PROJECT NO.: VENDOR COMPANY NAME: VENDOR SEQUENCE NO.: A SITE PLAN REVIEW RAID 12-05-17 JSW 12-07-17 THE INFORMATION CONTAINED HEREIN MAY NOT BE USED FOR ANY PURPOSE / / Q RAID 5153 THE DENNIS GROUP, LLC C1.00 Hyannis, MA 02601 OTHER THAN THE EXPRESSED INTENT FOR WHICH IT WAS LENT. IZ$��� REV. DRAWN CHECKED APPROVED APPROVED 1 PROJECT NAME: DRAWING NAME: REVISION NO.: NO. DESCRIPTION: BY: DATE: BY: DATE. BY: DATE: BY: DATE: C� 2011-2013 - SNYDER'S-LANCE INC. OVERALL SITE LAYOUT PLAN A 1 2 3 4 SITE INFORMATION ADDRESS 100 BREEDS HILL ROAD HYANNIS,MA 02601 ZONING IND LTD-LIMITED INDUSTRIAL USE INDUSTRIAL,LIGHT(FOOD MANUFACTURING,USE CODE 4000) A A FLOOD ZONE AREA OF MINIMAL FLOOD HAZARD(ZONE X),MAP#25001CO566J SITE AREA 5.63 AC SITE COVERAGE EXISTING PROPOSED BUILDING FLOOR AREA 38,079 SF 40,434 SF COVERAGE 15.5/0 16.5/o TOTAL IMPERVIOUS AREA 141,190 SF 141,161 SF t 7 � COVERAGE 57,6/0 57.5/o �''``� { �`"`�• DISTURBED AREA 0.41 AC BUILDING HEIGHT REQUIRED=30 FT ".4 t LIMITATIONS PROPOSED=30 FT SETBACKS REQUIRED PROPOSED FRONT 50 FT 52 FT± P ✓ � F" (tom 7 SIDE 30 FT 337FT± b ' 2' WIDE STONE STRIP PLANTED AREA REAR 30 FT 275FT± AROUND WALKWAY UTILITIES SEWER-EXISTING B � .- z I ,�" � "` LIGHTING FIXTURES WATER-EXISTING 11' GAS-EXISTING f ,, � REFER TO SHEET � B �� POWER-EXISTING ._ `4.00' 4.00' E1.201 FOR DETAILS TELECOM-EXISTING �✓ b R29.00' ...� ��'�� ``�- "`�.., PARKING EXISTING-113 SPACES - '' 4.00' CALCULATIONS REQUIRED-1 SPACEI700 SF OR 1.3 EMPLOYEES MAX SHIFT(39 EMP.) _ 37.41 4 FOOT-WIDE � .,�. PROPOSED-113 SPACES w. TYPICAL PARKING SIZE=9'x20' CONCRETE RAMP ", .•••: , •:::::'" . . .., MIN.DRIVE AISLE=24' FLUSH WITH % _ :•: ADA SPACES EXISTING-7 SPACES PARKING LOT �,M . ��:�,,. . : . �z.� �r '. ' �� . ..... 45.42 8.21 97.71 - ASPHALT ,�, ADA SPACES PROPOSED r �;• " - MOTORCYCLES PARKING 4 SPACES 5 WIDE ADA CC - � •• � � . ACCESSIBLE WALKWAY N :_. 8 .. ., PAVE W .• .„ ..., . D WITH PERVIOUS MATERIAL STAIRS COLUMNS � . � E PROPOSED B01LCIN ''A AND . E r . SUCH AS POROUS , GRAVEL PAVER AND CANOPY �., A REA, ��5' 800�. S 3 SAWCUT . , PAVEMENT .s :; � 8 LINE ,t. ><.E � F�E �:�,5.00 �z �.; r - 301, 1t� EXISTING < LANDSCAPED `.. � '., � ` ` ' AREA ` . 4 LIGHTING FIXTURES LIGHTING FIXTURES C REFER TO SHEET REFER TO SHEET E1.201 FOR DETAILS E1.201 FOR DETAILS ti xi-� 0 �'9s \ a d S ------------- EXISTING BUILDING 900 SF OF EXISTING ASPHALT ' PAVEMENT TO BE REMOVED AND " AREA = 3� ,OOO± SF REPLACED BY PERVIOUS MATERIAL ` FFE 65.00 �: EXISTING EMPLOYEE GAZEBO ' . ` -------------- . ------------------ 1' \� -------- ---------------- \\�\LL „„,., ``w``w.;,�"•,•,. p .' �• ;'� ..data ��""s `� ..,'°°+...."'.., ` '�� � "�' ��'�. ", .3 a �� "`ww. �``�,.,.� 4 �-_-_.._____"- , .� , ` s � ''.`'>r... 3 �"°l .•a .. n. I i ( '4 i - 1 I I 1 s a� „�1 SITE LAYOUT ENLARGEMENT PLAN o 1 SCALE: 1"=20' 0 10 20 40 TRUE NORTH F f= 1 2 3 4 CAPE COD CHIPS, INC. CAPE COD CHIPS, INC. CIVIL clvlL er ,vs - ° OFFICE/TOUR AREA w �`' OFFICE/TOUR AREA ' �` �� DRAWN BY: DATE: SCALE: =2O ® CARLOS. A. � Design B��7Oa c, ROGERIO ALCANTARA 12-05-17 LTSCALE: n - D ign ° Engineer r * Dodd . Start-tip � O �CIVILI' '� DRAWING DISCIPLINE: ASSET I.D. NO.: PROJECT LEADER: APPROVAL DATE: SHEET SIZE: t �0 68371 ,,. CIVIL KYLE LEWIS 12-05-17 ARCH D 1537 Main Street,Springfield,IRA 01103 e1'nisgroup1com 8 „r • ' DRAWING TYPE: DEPARTMENT LEADER: APPROVAL DATE: SHEET NO. OF SHEET NO.: THE INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. SUCH R'S—LANCE INC. INFORMATION United States Ca(lr�r�a 5a�3tll t"orLl«I I �t��w 11 OF Cape Cod Potato Chips, Inc. AND MAY THE RNOT BE USED BYOPERTY OF . OR DISCLOSED TO OTHERS WITHOUT THE PRIORS �� 100 Breeds Hill Road WRITTEN CONSENT OF SNYDER'S-LANCE INC. IZ-�" DRAWING DESIGNATOR: PROJECT NO.: VENDOR COMPANY NAME: VENDOR SEQUENCE NO.: A SITE PLAN REVIEW RAD 12-05-17 JSW 12-07-17 THE INFORMATION CONTAINED HEREIN MAY NOT BE USED FOR ANY PURPOSE RAD 5153 THE DENNIS GROUP, LLC C1.01 Hyannis MA 02601 OTHER THAN THE EXPRESSED INTENT FOR WHICH IT WAS LENT. 11 REV. DRAWN CHECKED APPROVED APPROVED Hyannis, PROJECT NAME: DRAWING NAME: REVISION NO.: NO. DESCRIPTION: BY: DATE: BY: DATE: BY: DATE: BY: DATE: OC SNYDER013 SNYDER'S-LANCE INC. SITE LAYOUT ENLARGEMENT PLAN A 1 2 3 4 A Aj GENERAL SHEET NOTES EXISTING ``4~� 1. PLANTINGS TO BE MULCHED WITH SHREDDED PINE BARK ...,w WOODED � ~ 2. SAND TO BE SCREENED DOUBLE WASHED AREA EXISTING ` WOODED 3. LAWN AREAS TO BE SEEDED WITH RYEGRASSI BLUEGRASS FESCUE MIX TO BE DETERMINED BY CONTRACTOR BASED ON LIGHT COND. AREA 4. ALL LAWN AREAS TO BE MINIMUM OF 5"PREMIUM SCREENED LOAM EXISTING LAWN SEEDED LAWN 2" WIDE STONE STRIP LANDSCAPE ITEMS SYMB QTY SPECIES SIZE NOTES SEEDED LAWN 7 TUPELO 2-3"CALIPER BALLED AND B LAPPED �..,. 9 EASTERN 2.5-3"CALIPER BALLED AND APPROXIMATE WHITE PINE BURLAPPED TREE LINE (TYP.) 0 15 BAYBERRY #10 CONTAINER r „ , � PROPOSE: �ULM_1 � 0 xu? �r r,. ,., .: - ..:, i. e,......v :,,r, ,,„W>'�. ....,.. .,,. :,k 3.,..a....,, •,'': .;,`Et � ... ..-. ._ � �v�. AREA 5 .E InT "tom " 0 \ � _, � � EXISTING w,. . WOODED AREA XL f r �` PROPOSED PERVIOUS ;- DUMP'SjER EXISTING LANDSCAPED AREAS . WALKWAYS � , . 4 CONCRETE • � ��`"` DAD \ x_ EXISTING LAWN/MULCH AREA ~~ 1 .4 d -------------- EXISTING BUILDING . EXISTING PICNIC TABLE ° ---------- AREA = 31 ,000± SF — _ ____ FFE = 65.00 F. — EMPLOYEE GAZEBO ' \\ _-- PARKING LOT ACCESS RAMP ( N � �. •. ------------------------------J � 4A N �. . EXISTING ____._.____________,,.____.______.., WOODED AREA —__—__-------___----- ---_ �""""wr"ti {� �`:G= �. �i 'tg } "'"x," t, `t `'"*,,, \" ,"•.. ''x,. r �• �...,x,�•.. \ � .................... HEAVY DUTY HEAVY DUTY `~ ASPHALT ASPHALT ' PAVEMENT PAVEMENTYl- . f. % SITE LANDSCAPING PLAN SCALE: 1"=20' 2. 0 10 20 40 TRUE NORTH 1 2 3 4 CAPE COD CHIPS, INC . CAPE COD CHIPS, INC. I --- - _-- -- t CIVIL I OF CIVIL OFFICE/TOUR AREA e r DENMS GROUP C� CPdRLO ryAt' �' 0 F E I C E/TOUR AREA �ROWERIYO N B : DATE: — SCALE:1"=20' s� ALCANTARA 12 05 17 LTSCALE. INCORPORATEDPlan Si s , IIe ( ( - u• i DRAWING DISCIPLINE: ASSET I.D. NO.: PROJECT LEADER: APPROVAL DATE: SHEET SIZE: 10\t�.� �` CIVIL KYLE LEWIS 12-05-17 ARCH D J Main Street, nni �`1€up.01101 A 01103 � Y�"`S/ 'it "i DRAWING TYPE: DEPARTMENT LEADER: APPROVAL DATE: SHEET NO. Of SHEEP NO.: U�r�1rli.�e��olrl�:cc�rrl THE INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. SUCH INFORMATION United States Canada « Brazil! . Portugal OF Cape Cod Potato Chips, Inc. IS THE PROPERTY OF SNYDER'S-LANCE INC. -- — -------- --------- AND MAY NOT BE USED BY, OR DISCLOSED TO OTHERS WITHOUT THE PRIOR DRAWING DESIGNATOR: PROJECT NO.: VENDOR COMPANY NAME: VENDOR SEQUENCE NO.: 100 Breed's Hill Road WRITTEN CONSENT OF SNYDER'S-LANCE INC. A SITE PLAN REVIEW RAID 12-05-17 JSW 12-07-17 THE INFORMATION CONTAINED HEREIN MAY NOT BE USED FOR ANY PURPOSE RAD 5153 THE DENNIS GROUP, LLC C1.10 H annis, MA 02601 OTHER THAN THE EXPRESSED INTENT FOR WHICH IT WAS LENT. REV, DRAWN CHECKED APPROVED APPROVED > PROJECT NAME: DRAWING NAME: REVISION NO.: NO. DESCRIPTION: BY: DATE: BY: DATE: BY: DATE: BY: DATE: OC 2011-2013 SITE LANDSCAPING PLAN A SNYDER'S-LANCE INC. L 1 2 3 4 z' - STORMWATER AND DRAINAGE NOTES c� ry •. • 1. CONTRACTOR TO FIELD VERIFY RELOCATION OF EXISTING IRRIGATION SYSTEM ON AREA A A �� ., - \ �' OF WORK. - z c / 2. AS SHOWN,PROPOSED PROJECT RESULTS IN A NET DECREASE IN IMPERVIOUS SURFACE.EXISTING SITE IS GRAN DFATH ERED-I N FOR LOT COVERAGE IN EXCESS OF CURRENT CODE REQUIREMENTS PENDING EXISTING CONDITIONS SURVEY BASED UPON THE PRE-1987 ALLOWANCE OF 75%LOT COVERAGE 3. SITE IS IN A WELLHEAD PROTECTION ZONE 1 ✓ — 4. SITE IS ZONED INDUSTRIAL, IN INDUSTRIAL PARK WITH ALL INDUSTRIAL ZONED ��E R ET 2.01 NEIGHBORS E,. 5. MASS STORM WATER STANDARDS: /�; LLLLLL ���NNNVVVVVV 5.1. 44%TSS REMOVAL PRIOR TO BASIN,WITH 80%TSS OF WQV-SERIES OF TWO DEEP TC SUMP TO LEACHING CATCH BASIN / �` �,�. �• t ���'� fd, , � � � � � -_.� �,,,.� �✓ O\` 5.2. ALL IMPACTED LEACHING PITS SHALL BE UPDATED TO MEET NEW REQUIREMENTS J N ✓ I R / :fi \\ l-' `� `�,, \\�` ., 40"F 7 6. SITE IS A ZERO SURFACE DISCHARGE SITE.SITE RELIES ON EXISTING LEACHING PITS FOR GENERAL AND WATER QUALITY VOLUME STORMWATER DISCHARGE. 7. WATER QUALITY VOLUME PER MASSDEP V1 C1 STANDARD 4 IS: B _ "..--•- `� 1 SF OF IMPERVIOUS AREA __. . - � -- ----- 8 SITE DRAINAGE AREA DETAILS- STAGE STORAGE LEACHING PITS 8.1. THE SITE HAS 13 EXISTING AND PROPOSED LEACHING PITS BETWEEN THE 6 r. PRE SED BUILDING .- 'DRAINAGE BASIN #3 _ � - 1 ,� ,�`� DRAINAGE BASINS(2 IN BASIN#1,3 IN BASIN#2, 1 IN BASIN#3,3 IN BASIN#4, 1 IN .A -.5,800*$F � � -.. �, � `�,,,�``, BASIN#5,3 IN BASIN#6)(MATCHES GROUNDWATER DISCHARGE OPINION IN REPORT •41 ti _,.. y �, d , FEE-66 00 ���.„ BY JEFF NEWELL ON 9/15/2009).EACH LEACHING PIT IS A MINIMUM OF 10'0 AND 7' , 62 DEEP VOLUME OF 550 CF/EACH).THIS EQUATES TO A MINIMUM STORAGE VOLUME ;iNc cArcH r i e \ - p o OF 7,150 CF OVER THE SITE. � Sf�// t; s ' pFR'�l�N `: • f "�., 9. SITE DRAINAGE AREA DETAILS-INFILTRATION(LEACHING PITS) (1 f t1` � G y ° �. 9.1. PER GEOTECH INFILTRATION REPORT,DATED 4/28/17,THE IN-SITU SATURATED DRAINAGE BASIN #2 DRAINAGE BASIN #4 \ f ` HYDRAULIC CONDUCTIVITY OF THE SITE SOILS RANGE BETWEEN 58 IN/HOUR AND 82 IN/HOUR,PER TESTS CONDUCTED VIA THE GUELPH PERMEAMETER IN ACCORDANCE {j .. WITH ASTM D5126-90.PER DYNAMIC FIELD METHOD TO DETERMINE THE f / �� ....,. .. EXFILTRATION RATE TO BE USED,WILL USE THE LOWER OF THE TWO VALUES AND EXISTING BUILDING _ t Y-� ,� / �` `� MULTIPLE BY 50/o AND ASSUME THE RATE IS CONSTANT(MASSACHUSETTS 1 . \ _ > ,./ f ~`4 — .. STORMWATER HANDBOOK VOLUME 3 CHAPTER 1 PAGE 23-24 WHICH EQUATES TO f �, � c AREA - 31,000t SF \---1-. --�.� ~' ( FFE = 65.00 // -� f / `\ 29 INCHES/HOUR. _-I iSws� )TE`DRAIPI ``' DRAINAGE BASIN 3 RAG AS1 �� 9.2. OVER 24 HOURS,THE 13 EXISTING LEACHING PITS DISCHARGE VIA ONLY THE j li, t _E_B _ e` }, ¢ DRAINAGE B it ' 1 \\ \\\\\ LEACHING PIT # __ _ _ + / -~' ` �'f J BOTTOM OF THE PIT(NO CREDIT FOR SIDEWALL EXFILTRATION)CAN DISCHARGE t � \ I I, # � a DISCHARGE THE ENTIRE VOLUME OF C ' �� t - \. ( � � SYSTEM -- _ � ,✓� 59,160 CF AND IT WILL TAKE 22.8 HOURS TO THE 25-YR 24-HR STORMS VOLUMEOF 56,159 CF,WHICH IS LESS THAN 72 HOURS REQUIRED BY MASS DEP. � ,� j /° `-": �. ,, ... ' � , � � �, `" ` ` �..�� �. __--____ ffi �� �' \ \w� SITE DRAINAGE AREAS DRAINAGE BASIN IMPERVIOUS(SF) PERVIOUS(SF) TOTAL(SF) \\ T w (' J ( ✓- .^a � 4` \„�" �f ! #1 23,148 23,284 46,432 . / f'` 0 �. I i D r ✓sj� #2 7,190 - 7,190 I r~ #3 3,472 5,976 9,448 \ �. .�z� ... / `` r' f r'✓f j ✓ „ f`� #4 19,666 - 19,666 r\� `� r;.w flAS;dS ,. f ✓ C f /// tl ,�� I #5 30,516 21,817 52,333 '`",.,,, �.�.w � �- .,. , ��` f f � �� l ,�"' ,�` fI` �, �`'`"„� � `�..• � #6 57,098 24,226 81,324 � -'" -� 0 � RA GE BASIN fi DRAINAGE BASIN5 �-� ` u �' ' - -' # LEACHING CATCH # STORAGE 71 16,791 16,862 BASINS y` "� TOTAL 141 161 92 094 233,255 D � J DRAINAGE BASIN BOUNDARY (TYP.) ji 0 , � I I � ' fi E E �� � ? ° ;p \ Oil- SITE ; \ GRADING AND DRAINAGE PLAN F F SCALE: 1"=40' 0 20 40 80 TRUE NORTH 1 2 3 4 CAPE COD CHIPS, INC. CAPE COD CHIPS, INC. CIVIL t• �F e��- CIVIL OFFICE/TOUR AREA er DENMS GROUP OS A. �� 0 FFI C E/TOUR AREA DRAWN BY: DATE: SCALE:1�=40' EMS-17's r a ROGERIO ALCANTARA 12-05-17 LTSCALE: Plan « Design Engineer Build - Start-Up DRAWING DISCIPLINE: ASSET I.D. NO.: PROJECT LEADER: APPROVAL DATE: SHEET SIZE: INCORPORATEDh:0.F933i d CIVIL KYLE LEWIS 12-05-17 ARCH D 1537 tvlain Stl t,Springfield M 7 011 de nnisgroup.c'orr DRAWING TYPE: DEPARTMENT LEADER: APPROVAL DATE: SHEET NO. OF SHEET NO.: THE INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. SUCH INFORMATION United States . Canada . Brazil • Portugal Cape Cod Potato Chips, Inc. IS THE PROPERTY OF SNYDER'S-LANCE INC. 1Z' AND MAY NOT BE USED BY, OR DISCLOSED TO OTHERS WITHOUT THE PRIOR DRAWING DESIGNATOR: PROJECT NO.: VENDOR COMPANY NAME: VENDOR SEQUENCE NO.: 100 Breed's Hill Road WRITTEN CONSENT OF SNYDER'S-LANCE INC. A SITE PLAN REVIEW RAD 12-05-17 JSW 12-07-17 THE INFORMATION CONTAINED HEREIN MAY NOT BE USED FOR ANY PURPOSE RAD 5153 THE DENNIS GROUP, LLC C2.00 Hyannis, MA 02601 OTHER THAN THE EXPRESSED INTENT FOR WHICH IT WAS LENT. REV, DRAWN CHECKED APPROVED APPROVED J PROJECT NAME: DRAWING NAME: REVISION NO.: NO. DESCRIPTION: BY: DATE: BY: DATE: BY: DATE: BY: DATE: O 2011-2013 SITE GRADING AND DRAINAGE PLAN A SNYDER'S-LANCE INC. i 2 3 4 A A M _ _ WALE BREAKPOINT ELEV. = 64.70' 8"HDPE @1.00% LP63.75 ``� �-' `� ```_ ---w / � 66 r LP63.70 64.16 \ 65 64 w 64 . _.._.._ _......._ I� , GRAVED`SUMP-MH-01 C �� _ Sp _ �, 0 66 ,RIM: 63.70 3 65 00 a :.- �D , SD` � 8 HDPE INV IN: 59.53 8" HDPE INV OUT: 59.43 BUILDING' EDGE; 65:00 64.50 `% 64.50 64,50 M \ \ p pp SUMP: 55.43 ELEV. 65,00' PROPOSED,O P,0 S E D -BUILDING ­" L�U LD N G 8"HDPE C�1:00% 65.00 4 r T. \ 6 \ C DPE {�i 00% -� EDGE OF SIDEWALK � o q Q 8 H � ,. �� 6 HDPE ©1,00% AREA -f' n ELEV. 64.10 4 PVC RggF \ -� DRAINAGE; - 50 "� _ _ \ PAVEMENT SAW CUT FORFFE 65.00 f < , DOWNSPOUTS PIPE REPLACEMENT 62 C , EXISTING CATCH BASIN-CB-01A 0 e� RIM: 64.71 (TO BE LOWERED TO 63.75) \ , "8 HDPE INV IN: 60.88 � ✓ t • `���\ 8" HDPE INV OUT: 60.78 ~-- r \ SUMP: 59.06 -- �`, TIE STORMWATER 8" HDPE INTO GRATED SUMP-MH-01 B GRATED SUMP-MH-03A J - �, LP60.00 RIM: 63.70 RIM: 60.41 ! EXISTING 5 BEYOND BUILDING AND R» » \ y\ e STAIR FOUNDATIONS 8 HDPE INV IN: 59.89 6 HDPE INV OUT: 58.91 \ APPROX. INV = 59.40' 8" HDPE INV OUT: 59.79 SUMP: 54.91A `� 59 _ 3 (CONTRACTOR TO FIELD VERIFY) SUMP: 55.79 SOLID LID SUMP-MH-03B 4 � f 1 jJj Ci7 71 t • >, RIM: 60.26 6" HDPE INV IN: 58.76 6 HDPE INV OUT: 58.66 -- - - -- -- �_ f EXISTING BUILDING SUMP: 54.66 \ ? AREA = 31 ,000E SF SOLID LID-LP-03B RIM: 60.00 __ ___ __ I FFE = 65.00 6" HDPE INV IN: 58.46 / -` ` \ I \ SUMP: 54.46 ____ -------- ------------- ---------- --------- - _ \_ �j F SITE GRADING AND DRAINAGE ENLARGEMENT 2 1 SCALE: 1"=20' r '' 0 10 20 40 TRUE NORTH 2 3 4 CAPE COD CHIPS, INC. CAPE COD CHIPS, INC. CIVIL CIVIL -. - er OFFICE/TOUR AREA '� 1Tq��'� c,A�'LQ� ��yG, DRAWN BY: DATE: SCALE:1 =2O h in OFFICE/TOUR AREA ROGERIO ALCANTARA 12-05-17 LTSCALE:" ' DENMS GROUP o f3A,COu � .a y Plan . Design Engineer + uil . Start-Up U VI ��� DRAWING DISCIPLINE: ASSET I.D. NO.: PROJECT LEADER; APPROVAL DATE: SHEET SIZE: t {`r'0.�lJ#3^� AFC» A0 r� << CIVIL KYLE LEWIS 12-05-17 ARCH D 1537 Main Street,Springfield,MA 01103 ��� �`r..?� clennisgr�aLlp.com DRAWING TYPE: DEPARTMENT LEADER: APPROVAL DATE: SHEET NO. OF SHEET NO.: �� �THE INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. SUCH INFORMATION e� OF nitGf �tt • Crn t €eZl' • 'Fr d0 l Cape Cod Potato Chips, Inc. IS THE PROPERTY OF SNYDER'S-LANCE INC. J AND MAY NOT BE USED BY, OR DISCLOSED TO OTHERS WITHOUT THE PRIOR /Z�$ DRAWING DESIGNATOR: PROJECT NO.: VENDOR COMPANY NAME: VENDOR SEQUENCE NO.: 100 Breed's Hill Road WRITTEN CONSENT OF SNYDER'S-LANCE INC. RAD 5153 THE DENNIS GROUP, LLC C2.01 RAD 12-05-17 JSW 12-07-17 THE INFORMATION CONTAINED HEREIN MAY NOT BE USED FOR ANY PURPOSE A SITE PLAN REVIEW OTHER THAN THE EXPRESSED INTENT FOR WHICH IT WAS LENT. REV. DRAWN CHECKED APPROVED APPROVED Hyannis, MA 02601 N0. DESCRIPTION: BY: DATE: BY: DATE: BY: DATE: BY: DATE: CO 2011-2013 PROJECT NAME: DRAWING NAME: REVISION NO.: SNYDER'S-LANCE INC. SITE GRADING AND DRAINAGE ENLARGEMENT PLAN A 1 2 3 4 EXISTING 8 COMBINED LINE TO BE REROUTED DOMESTIC AND FIRE CONTRACTOR TO FIELD A A WATER SERVICE VERIFY LOCATION OF TIE �pFRryc�NF IN G a - ro EXISTING SMH RIM = 60.55 EX. 6 INV OUT = 52.75 EX6 INV IN 52.85 s jJ 1} a f . r r r B z. EXISTING S H , 5 GO _ .38 FROPOSE BUILDING �I AREA=5,800t'SF41, / w ` mow �W A`i�\\\\r,�,A f ``1 ,� ' �__ RUP ry \ 1 EXISTING SMH % ti.. r ` ��= "~. RIM = 60.84 �` a �?. EX. 6"INV OUT = 53.34 EX. 6 INV IN = 53.54 '�` EXISTING BUILDING I `, AREA = 31,000± SF __ a� w; f FFE = 65.00 � r - w.W— -- w w--- ✓�� � v ti t C >" ° J I 0. w /r `. I } O / (050S .a .. r f , 7 . -. . . ^........................ l 0 E 4¢ `k, '40 E SITE UTILITIES PLAN 1 SCALE: 1"=40' 0 20 40 80 TRUE NORTH 1 2 3 4 CAPE COD CHIPS, INC. CAPE COD CHIPS, INC. CIVIL CIVIL \`oFrgs� OFFICE/TOUR AREA <+ GAF1L01,; A. DRAWN BY: DATE: SCALE:1„=40' f3A::,T0 S i_;, 0 FFI C E/TOUR AREA ROGERIO ALCANTARA 12-05-17 LTSCALE: ers - an e DENNis GRoup INCORPORATEDI o Design Elln0t oiI a [ , DRAWING DISCIPLINE: ASSET I.D. NO.: PROJECT LEADER: APPROVAL DATE: SHEET SIZE: `�'�'� ;,} Itr`�j4' CIVIL KYLE LEWIS 12-05-17 ARCH D 1537 Ma4i Street,Springfield,MA 01103 ,:� ?� d^'P`€I IIsg;C3LI _:__�....- DRAWING TYPE DEPARTMENT LEADER: APPROVAL DATE: SHEET N0. OF SHEET NO.: THE INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. SUCH INFORMATION United State . Canaria mail . Porwug-a1 OF Cape Cod Potato Chips, Inc. IS THE PROPERTY OF SNYDER'S—LANCE INC. AND MAY NOT BE USED BY, OR DISCLOSED TO OTHERS WITHOUT THE PRIOR (� r DRAWING DESIGNATOR: PROJECT NO.: VENDOR COMPANY NAME: VENDOR SEQUENCE NO.: 100 Breed's Hill Road WRITTEN CONSENT OF SNYDER'S-LANCE INC. RAD 5153 THE DENNIS GROUP, LLC C3.00 A SITE PLAN REVIEW RAD 12-05-17 JSW 12-07-17 THE INFORMATION CONTAINED HEREIN MAY NOT BE USED FOR ANY PURPOSE OTHER THAN THE EXPRESSED INTENT FOR WHICH IT WAS LENT. REV, DRAWN CHECKED APPROVED APPROVED Hyannis, MA 02601 PROJECT NAME: DRAWING NAME: REVISION NO.: REV. DESCRIPTION: BY. DATE: BY: DATE: BY: DATE: BY: DATE: CO 2011-2013 SITE UTILITIES PLAN A NO. SNYDER'S—LANCE INC. i 1 2 3 4 A A . _, . B IJ ' ` ._. . . ". , TIE PROPOSED w B �� z SANITARY LINE INTO � `� ' EXISTING BEYOND ' .... SIDEWALK PROPOSED 4" SS CONNECTING TO E v � EXISTING SANITARY LINE ` I NV. = 62.42 TIE PROPOSED WATER ` / LINE INTO EXISTING SD BEYOND SIDEWALKEXISTING 6" PVC ITARY SEWER LINE , -------�--y SCE -__--�C` � � > PROPOSED r a� L > � SANITARY SEWER PROPOSED BU LDIG CLEANOUT.,> ^ AREA — 5 8417_ S�': Gel I 3" "a r FF 65�1Oo C \ LIGHTING FIXTURES LIGHTING FIXTURES Al r' REFER TO SHEET REFER TO SHEET f� \ E1.201 FOR DETAILS E1.201 FOR DETAILS \ E) r ``\ A� - GHTING FIXTURE CONNECT PROPOSED RELOCATED REFER TO SHEET LINE TO EXISTING WATER VALVE ` E1.201 FOR DETAILS " EXISTING 4" PVC PROPOSED RELOCATED 8 COMBINED v I SANITARY SEWER LINE DOMESTIC AND FIRE WATER SERVICE. j _._ � SEPARATION, METERING AND \ BACKFLOWS WITHIN BUILDING. ._, EXISTING 4" PVC � ` ^-.., `� D SANITARY SEWER LINE EXISTING BUILDING AREA = 31 000± SF ----------------------------- I.__- —___ D .� �' " ; .. FFE = 65.00 `y - _�_^_______ __-___W--________-� . ________________________\ -,---_ ___________________- E \ _ \ 163 r , ^,.; ft� �� `e"», f I t F \�.§"".-�f ���`"�'`.�.✓'"" 1 � -..,"-„,.`.„va. `51"3w.,`� € l ``�,� �f �`+ew,-w F F SITE UTILITIES ENLARGEMENT 1 SCALE: 1"=20' 0 10 20 40 TRUE NORTH 1 2 3 4 CAPE COD CHIPS, INC. CAPE COD CHIPS, INC. CIVIL clvl� er ,s­ ance DEm\as GRoup ,�; I"OF4fgss�c� OFFICE/TOUR AREA OFFICE/TOUR AREA DRAWN BY: DATE SCALE:1"-20 �4 CAAST A. ROGERIO ALCANTARA 12-05-17 LTSCALE: Pan ' Design - Engineer * Build " Start-Up DRAWING DISCIPLINE: ASSET I.D. NO.: PROJECT LEADER: APPROVAL DATE: SHEET SIZE: h,r CIVIL KYLE LEWIS 12-05-17 ARCH D 1,537 Main Street,S.oringfield,MA 01103 dent'isgroup com F s „' e j;,�� DRAWING TYPE: DEPARTMENT LEADER: APPROVAL DATE: SHEET NO. OF SHEET NO.: THE INFORMATION CONTAINED HEREIN IS CONFIDENTIAL SUCH INFORMATION kited States - Canada - Brazil . Portugal " �� -"� OF Cape Cod Potato Chips, Inc. IS THE PROPERTY OF SNYDER'S-LANCE INC. G I AND MAY NOT BE USED BY, OR DISCLOSED TO OTHERS WITHOUT THE PRIOR fZ'®T j� DRAWING DESIGNATOR: PROJECT NO.: VENDOR COMPANY NAME: VENDOR SEQUENCE NO.: 100 Breeds Hill Road WRITTEN CONSENT OF SNYDER'S-LANCE INC. A SITE PLAN REVIEW ��D 12-05-17 JSW 12-07-17 THE INFORMATION CONTAINED HEREIN MAY NOT BE USED FOR ANY PURPOSE RAD 5153 THE DENNIS GROUP, LLC C3.01 Hyannis, MA 02601 OTHER THAN THE EXPRESSED INTENT FOR WHICH IT WAS LENT. REV, DRAWN CHECKED APPROVED APPROVED PROJECT NAME: DRAWING NAME: REVISION NO.: NO. DESCRIPTION: BY: DATE: BY: DATE: BY. DATE: BY: DATE: CO 2011-2013 SNYDER'S-LANCE INC. SITE UTILITIES ENLARGEMENT PLAN A l � Town of Barnstable Building Department r16 9" 200 Main Street,Hyannis,MA 02601 508-862-4679 fax 508-862-4725 a Initial Site Plan Review Issues & Concerns Applicant: CAPE COD CHIPS,INC. SPR#: 075-17 Property Address: 100 Breeds Hill Road,Barnstable Informal Review w/Representatives Map/Parcel: Map 314,Parcel 023 Zoning: IND LTD,WP Overlay Proposal: Remodeling of the office and tour area of the facility including the demolition of the existing office and creation of a second floor in the same area;execution of a new walkway connecting the parking lot to the office entrance. Also,redesigning of the utilities and drainage system to fit the new layout is proposed. The above proposal was reviewed with representatives in an informal site plan review staff meeting held December 19, 2017. Present Brian Florence, Building Commissioner/SPR Chairman Brian.Florence@town.bamstable.ma.us Captain Rick Pfautz—Barnstable FD Kpfautz@barnstablefire.or Amanda Ruggiero,Assistant Town Engineer Amanda Ruggiero@town.barnstable.ma.us Anna Brigham, Principal Planner Anna.Bi-ighan-l@town.bariistable.ma.us David Stanton, Chief Local Health Inspector David Stanton@town.barnstable.ma.us Paul Wackrow, Principal Planner Paul Wackrow@town.barnstable.ma.us Mike Trovato—Economic&Development Specialist Michael Trovato(r�town.barnstable.ma.us Beth Rueschhoff,Plant Manager, CC Potato Chips Rueschhof[@snyderslance.com The Dennis Group,Inc. Team— c/o Rogerio Alcantara Alcantara@dennisgroup.com Ellen Swiniarski—Coordinator Ellen Swiliiarsld@town.barnstable.ma.us town.barnstable.ma.us Beth Rueschhoff, Cape Cod Potato Chips Plant Manager, explained that the above proposal is Phase 1 of a 3 Phase redevelopment. The redevelopment of the tour area will focus on branding. Also proposed is a new Iocker room and new offices. The resulting square footage is slightly t larger than existing. A return to the CCC is planned after formal site plan review approval is obtained. The following comments were offered by staff at the meeting: Brian Florence Building Commissioner/SPR Chairman Tel: 508-862-4038 • Formal site plan review will be required. Amanda Ruggiero—Assistant Town Engineer-DPW Tel: 508-790-6400 ext, 4933 • Confirmed that additional employees are not proposed and that trip generation will not be beyond the scope of the DRI Decision formula. • Requests existing and post development storm water calculations. Identification of where 25 year storm water empties and proof of adequacy;requests labeling of Sheet C-200 Drainage/Drainage Basins. (Received—under review) • Requests confirmation that proposed ADA walkway meets required smoothness for the pathway. `/4" separation is required with pervious pavers. • Address has officially been changed from 60 Breeds Hill to 100 Breeds Hill,Barnstable. 1 Captain Rick Kautz, Barnstable FD Tel: 508-362-3312 • Consultation and approval from Barnstable FD regarding the fire alarm system,location of fire line, sprinkler system and location of the FDC is required prior to the building permit stage. • Elevator is required to accommodate a stretcher for ADA compliance. Consultation with Barnstable FD for dimensions of stretcher is recommended to ensure adequacy. David Stanton—Chief Health Inspector Tel: 508-862-4647 • Confirmed that tour will operate the same as before with only packaged product to be provided. • Confirmed that there is no food service, only a break room is proposed. Katie Servis--Assistant Barnstable Municipal Airport Manager Tel: 508-778-7764 • Due to close proximity of the approach to one of the runways,both FAA and Mass DOT Aeronautical Studies and Determination letters are required. (Received—on file) • Informed representatives that the Airport does plan to extend this runway and advised that FAA reviews both existing and fixture Airport plans in their determination. • The use of a crane during construction(if applicable)requires the same FAA and Mass DOT Aeronautical Studies,including a review of the need for lighting. • All applicable Letters of Determination are required to be provided by the building permit stage. FORMAL SITE PLAN REVIEW JANUARY 18,2018 2 Town of Barnstable \ LC�' Building Department TFD MA��`O 200 Main Street,Hyannis,MA 02601 508-862-4679 fax 508-862-4725 1 Initial Site Plan Review Issues & Concerns Applicant: CAPE COD CHIPS,INC. SPR#: 075-17 Property Address: 100 Breeds Hill Road,Barnstable Informal Review w/Representatives Map/Parcel: Map 314,Parcel 023 Zoning: IND LTD,WP Overlay Proposal: Remodeling of the offioeand tour area of the facility including the demolition of the existing office and creation of a second floor in the same area;execution of a new walkway connecting the parking lot to the office entrance. Also,redesigning of the utilities and drainage system to fit the new layout is proposed. The above proposal was reviewed with representatives in an informal site plan review staff meeting held December 19, 2017. Present Brian Florence, Building Commissioner/SPR Chairman Brian.Floreiice@,town.barnstable.ma.us E Captain Rick Pfautz—Barnstable FD rpfautz@.barnstablefire.org Amanda Ruggiero, Assistant Town Engineer Amanda.Ruggiero@town.barnstable.ma.-u Anna Brigham,Principal Planner Anna_Brigham(cr town.barnstable.ma.us David Stanton, Chief Local I ble.ma.us Paul Wackrow,Principal Pla ' Co� Mike Trovato—Economic& �wn.barnstable.ma.us Beth Rueschhoff,Plant Man e ce.com The Dennis Group,Inc. Teas C v.,,1 c�,�� �� h r o Ellen Swiniarski—Coordina 0 r d,;, Beth Rueschhoff, Cape Cod �e above proposal is Phase 1 of a 3 Phase redeve: , e C'\ ��� f r C-- ill focus on branding. Also proposed is a new lock footage is slightly larger than existing. A retui review approval is obtained. The following comments w i Brian Florence Building Commissioner/SPR Chairman Tel: ouu-ubz-'+u38 • Formal site plan review will be required. Amanda Ruggiero—Assistant Town Engineer-DPW Tel: 508-790-6400 ext 4933 • Confirmed that additional employees are not proposed and that trip generation will not be beyond the scope of the DRI Decision formula. • Requests existing and post development storm water calculations. Identification of where 25 year storm water empties and proof of adequacy;requests labeling of Sheet C-200 Drainage/Drainage Basins. (Received—under review) • Requests confirmation that proposed ADA walkway meets required smoothness for the pathway. '/4" separation is required with pervious pavers. • Address has officially been changed from 60 Breeds Hill to 100 Breeds Hill,Barnstable. 1 075' -r �7 t :;L- f7 ( ICAT N-TOR_SITE PLAN REVIEW r bdivision Plan A Plan LOCATION: e Plan Business Name: C COD HIP ,INC. Assessor's Map# 31 Parcel# 314-023 Property Address: 60 BREE L RO HYANNIS,MA 02601 APPLICANT Name: THE DENNIS GROUP,LLC Address: 1537 MAIN STREET, OWNER OF PROPERTY SPRINGFIELD,MA 01103 Name: S-L SNACK MA,LLC Telephoner +1 413 787 1785 Address: 13515 BALLANTYNE CORPORATE PLACE, Fax: CHARLOTTE,NC 28277 Telephone:+l 704 555 1421 Fax: AGENT/ATTORNEY Name:Eliza Cox(Nutter,Mclennen&Fish LLP Address:P.O.BOX 1630 ARCHITECT/DEVELOPER/CONTRACTOR/ENGINEER HYANNIS,MA 02601 Name: THE DENNIS GROUP,LLC Telephone: Address:1537 MAIN STREET, Fax: SPRINGFIELD,MA 01103 Telephone: +1 413 787 1785 Fax: ZONING DISTRICT CLASSIFICATIONS District IND,LTD. Overlay(s) WP Lot Area245,242.80 Sq.Ft. 5.63 Ac. STORAGE TANKS(HASMAT/FUEL OR WASTE OIL) Fire District Existing YES Proposed NO Setbacks(ft.) Number 1 Number Front 52 Side337 Rear 275 Size 3,000 gallons Size Above Ground YES Above Ground Number of BuildiMs Underground Underground Existing 2 Proposed 2 ContentsCANOLA OIL ONLY Contents Demolition 1 Above ground w/Containment TOTAL FLOOR AREA BY USE: UTILITIES Basement_ Existing s .Ft. PrODosed(so.Ft). Sewer- N Public ❑ Private Size gal Residential N/A #of Bedrooms 0 Water- N Public ❑ Private Restaurant N/A Retail N/A Electric- ❑ Aerial x❑Underground Office 3,457.55 5.813.11 Gas- ❑x Natural ❑ Propane Medical Office N/A Commercial(specify)_ N/A Grease Trap- ❑ Size N/A gal Wholesale(specify) N/A Sewage Daily Flow * N/A gal Institutional(specify) N/A Industrial(specify) 30 651.00 1 30 651.00 All Other Uses On Site 3,970.46 3,970.46 PARKING SPACES CURB CUTS Gross Floor Area 40,434.57 Required 54 Existing 2 Provided 113 Proposed 2 On-Site 113 To Close 0 Off-Site 0 Totals 2 Handicapped 7 * GP or WP areas restrict wastewater discharge to 330 gallons per acre per day into on-site system. Old King's Highway Regional Historic District File# Approved? ❑ Yes ❑ No Hyannis Main Street Waterfront Historic District File# Approved? ❑ Yes ❑ No Listed in National and/or State Register of Historic Places? ❑ Yes ❑ No Previous Site Plan Review File# Approved? ❑ Yes ❑ No Previous Zoning Board of Appeals File# Approved? ❑ Yes ❑ No Is the site located in a Flood Area(Section 3-5.1) ❑ Yes n No In Area of Critical Environmental Concern? ❑ Yes R1 No Is the Project within 100' of Wetland Resource Area? ❑ Yes ® No Site sketch informal presentation ❑ Yes ❑ No Site Plan prepared,wet stamped and signed by a Registered PE and/or PLS. El Yes ❑ No Parking and Traffic Circulation Plan © Yes ❑ No Landscape Plan and Lighting Plan El Yes ❑ No Drainage Plan with calculations and Utility Plan ® Yes ❑ No Building Plans,(all floor plans,elevations and cross sections) ® Yes ❑ No Note that all signage must be approved by Code Enforcement Office at the Building Department Lot area in sq.ft. 245,242.80 sq.ft. Total Building(s)footprint 40,434.11 sq. ft. Maximum Lot Coverage as%of Lot 50 % Applicant Notes: Presently Site is grandfathered in with 57.6%impervious coverage. Original zoning prior to 1987 allowed 75% coverage,but in 1987 site became a groundwater overlay district or wellhead protection district and reduced lot coverage to 50%. GROUND WATER PROTECTION OVERLAY DISCTICT REOUREMENTS:DISTRICT:WP Lot Coverage(%) Required 57.6 Proposed 57.5 Site Clearing(%)Required Proposed PRINCIPAL BUILDING ACCESSORY BUILDING(S) ❑ Yes ❑ No Number of floors 2 Height: 25.4 ft. Number of floors 1 Height:20 ft. FLOOR AREA: FLOOR AREA: Basement—0 sq.ft. Second 5,813.11 sq.ft. Basement 0 sq.ft. Second 0 sq.ft. First_ 36A64.11 sq.ft. Attic 0 sq.ft. First_ 3,970.46 sq.ft. Attic 0 sq.ft. Other(Specify) 0 sq.ft. Applicant Notes: Numbers above refer to proposed buildings footprint areas. Please provide a brief narrative of your proposed project: Remodeling of the office and tour area of the facility,including the demolition of the existing office and creation of a second floor in the same area. Execution of a new walkway connecting the parking lot to the office entrance also redesigning the utilities and drainage system to fit the new layout I assert that I have completed(or caused to be completed)this page and the Site Plan Review Application and that, to rdge,the information submitted here is true. L� Signature of Applicant Date �e ITV, Lewis Printed Name ofApplicant 11 December 2017 VIA MAIL DENMS G-'R1%'3f1-J`UP Town of Barnstable, MA -Site Plan Review Application 1537 Main Street Springfield, MA 01103 +1 413.787,1785 info@dennisgroup.com To dennisgroup.com Mrs. Ellen Swiniarski. Site Plan & Regulatory Review Coordinator, Town of Barnstable -MA 200 Main Street, Hyannis— MA 02601 Dear Mrs. Swiniarski, The Dennis Group kindly requests, through this letter, the start of the site plan review process for the project to be developed at the property located at 60 Breeds Hill Road, Hyannis — MA 02601, owned by S-L Snack MA, LLC. Attached to this are the following files: 1) Application for Site Plan Review; 2) $500.00 (Five Hundred Dollars) Site Plan Review Fee Check; 3) 6 copies of each of the following plans: a. Cover Sheet; b. Civil Abbreviations, Legend and General Notes; c. Site Existing Conditions Plans; d. Site Demolition Plan; e. Overall Site Layout Plan; f. Site Layout Enlargement Plan; g. Site Landscaping Plan; h. Overall Site Grading and Drainage Plan; i. Site Grading and Drainage Enlargement Plan; j. Overall Site Utilities Plan; k. Site Utilities Enlargement Plan; I. Overall First Floor Plan; m. First and Second Floor Plans; n. Building Elevations (1-4); o. Overall Roof Plan; p. Building Sections (1-3); q. Building Sections (4); r. Site Lighting and Illumination Plan; United States • Canada • Brazil • Portugal t r. 1 Thank you in advance for your attention and cooperation, and please do not hesitate to contact us with any questions you may have regarding this request. We hope to hear from you soon, r�lztiti, Kyle Lewis Project Manager Dennis Group 413.787.2224 KlewisCo)dennisgroup.com DENNIS GROUP 12