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HomeMy WebLinkAbout0895 MARY DUNN ROAD - Health F��� _�������� ti dJ TOWN OF BARNSTABLE LOCATION LnG/ ti°f?Gq G rkl SEWAGE # VILLAGE ASSESSOR'S MAP Si LOT ZNb �!/ v, , INSTALLER'S NAME & PHONE NO: SEPTIC TANK CAPACITY LEACHING FACILITY:(type) //ZLe/j6 (size) 3 x NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER T3Ar y STA-T& SV S TZ-Ni S 6 l/L L D 6-9 �6A,TE PERMIT ISSUED: DATE . COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No ws `� M c� cAt. 6-eeAS6 T24,P ;"Poo CrfFG -S?f, a NO 5 GA L t J w .S I So CAL 6,aA56 T ek I /VO 5 64 L� I TOWN OF BARNSTABLE LOCATION SEWAGE # v 7 VILLAGE V ;A11V/ ASSESSOR'S MAP Cz LOT TN r t r r INSTALLER'S NAME PHONE NO: 17`/' �/�/�/C ✓I/� �r�,��1 SEPTIC TANK CAPACITY DDO er"+( . LEACHING FACILITY:(type) 7/� 7' --X (sue) 3 X x 9D NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER � , BUILDER OR OWNERS S S� 5 S i kf�. L•1tC DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No 1 i a E KiTc11cd �1 o iSup 64L gR2ASR- -r4rjw- �'0 Puw�P C04W, 4T IA,4i)42, Li.. 1 r z; �Y PERMIT NO: TOWN OF BARNSTABLE s-0, SEWER CONNECTION PERMIT0 - OFFICIAL USE ONLY kssessors Map No. 3 3 '' w lssessors Parcel No z: we& act 5 A-(L �jN k�, . PROJECT CONTACTS PROPERTY OWNER (Mailing Address SEWER INSTALLER lame: /jJ11 BSc=� Gc basks Hc� T•c Y_. Name ddress: F o . fox r 9�7 Addreea: �� .Co LOAd E (r Aj : .�. C"- .30c� i vow /ly >10c R&-)Ko� hone: Phone: —7'7 / — 3 � l Lloerrse No: OWNER'S AGENT/ENGINEER ame: Address: horny. PROJECT DESCRIPTION REGULATORY REQUIREMENTS xllrfR?iAi\.:. .. . " Y The installation of an aw Ger�tal B with the in ac;cordance �.::. :..: .........w....:....... P of Article own and replations Issued by the Departrtrerd of Public Works. Before Ong ESIDENTWL wim a Town Way the sewer installer must also obtain a Road Opening OMMERCIAL twnti and c=* with the Consbuctlon Standards and Spedticatlons outlined therein. At lest 48 horns prior to the Installation.the applicant must ESTAURANT notify the Deparbnwd of Public Worim Flrglneering Division for the purpose of inapee ft the installation. The Inspector will complete the Compliance Sketch locating the installed ones and connection. BY signing tim . IDUSTRIAL . the es ackrm wledg and rnrdetstm- "the�twy and rANDARD INDUSTRIAL CLASSIFICATION NO. un jwstsr ds that fa um to ow"with them sW be gfmWs for revocation of the Sewer Connection Permit and the denial of any future applicalion. 1 OF BUILDINGS r NO.OF BEDROOMS ZE OF PARCEL 3. 00 ACRES >TIMATED DAILY SEWAGE GALLONS PING:LENGTH I aQ0 L-r—' DIAMETER :PECTED INSTALLATION DATE 3NATURE(INSTALLER/AGENT) C K&� l-13 DATE G tri 3NATURE(DPW APPROVAL) DATE i f / r -1 !f i CDNhPGT/DH �O / OW." b i ,y2 ti c,o Zr i i o �cr5\ Cff X xl"�el \ tir i i J(,7 0 i I ' /G� PERMIT NO:•� TOWN OF BARNSTABLES� �v� M i/ 'O SEWER CONNECTION PERMIT OIL, � OFFICIAL USE ONLY .;:C.<':+SiavcvJ�>a>it; ♦o�$p" .w\ �. ?LJ. � ♦v♦ } �:•, ♦ �Y:4\ySS;<�:':}\^:F»�C"�•.'k:�".<::^n., � �'d�'•vyc\\..:der.• �Z•:�;5.'.♦•` �` .v.c,v.,..:.,.•::w ♦ =Ni ohs 15seS5orr;Map NO. -/ ?.,, .-{:• r ♦•:5.•.`{ v {..... N�....`:•Ct�t: »i y�M" .. X ,ssessors Parcel No , 7llage: —1—SARp?S'IY�Ci 1 t- • PROJECT CONTACTS PROPERTY OWNER (Mailing Address SEWER INSTALLER ame: )egyse^� GLbrz�zsKc� T,�,�_. Namw ddress: ! Q 1-�O)C 1147 Address �4yA-"Aj is P4 ?i cy SOL"(—/ LJ r�rt ►rcoc. lone: Phone: "? lkense No: OWNER'S AGENTIENGINEER Una: Address: low. PROJECT DESCRIPTION REGULATORY REQUIREMENTS ... :.j• .ti.. 'N. X f.. The irstallaUon of an sewer cavredlors must be done In accordance v4th the p�rvvisions of Ardde =CVI, Town of Barnstable , Gerwmal By-laws and :SIDEN7IAL regulatiorts issued by the Department of Public Worts. Before excavating %thin a Town Way the sewer Installer must also obtain a Road Opening )MMERCIAL permit and amply with the Cortstruc'tlarr Standards and Spectflc oris outlined therelm At least 48 hours prior to the butalleflon.the appkart must .STAURANT notify the Departrnerut of Public Works,Engineering Division far the purpose of inspecting the irrsialiadom The Inspector will complete the Compliance S/ Sketch loca V the irotalled Unse and c=mcU= By signing the Applicatim, )USTRIAL . the applicant adorowledges and understands the regulatory requEremerrts and. ANDARD INDUSTRIAL CLASSIFICATION NO. urrdensbtrds aunt fdwe to comply with them shall be 9r'owids for revocation of the Saw Connection Pamdt and the derdai of any fuWre applic atim 1.OF BUILDINGS 1 NO.OF BEDROOMS :E OF PARCEL b ACRES TIMATED DAILY SEWAGE GALLONS 'ING:LENGTH i aOO L-r— DIAMETER a 'ECTED INSTALLATION DATE ;NATURE(INSTALLER/AGENT) L KAI W3 06w DATE g —,2 5 'n I-il DATE NATURE(DPW APPROVAL) l C � For - COH✓!P G7 D L, / O -row", Fa,XDP \�. .o 2' o � y , goor,CG cl- 2 tda 2r tt i , and j� S M4 f j , 6T ,C J (n r•� Q II MI CAP HIGHWAY RLEGEND: v u u 1 I o 1 ° I Z 64.4 I o Z ENG� DRIVE ?. �Q�NO o POST LIGHT I I O I I � \� LO Us ® CATCH BASIN A �� _X- FENCE I �U i NN 0 W WATER LINE O ti 1.5 = 1Lu 00 I `; /\ q i�75.8 I 00 C) cz�AIRPORT I o = i j/57.0 0 0 \ Q BARNSTABLE LANDSCAPE TREE (3" CAL.) I o I MUNICIPAL 1 I I �3 J HYDRANT o I ,�, j 57.3 G LOCUS MAP DUMPSTER I L 1 o I SCALE 1" = 2000' -[821- PROPOSED CONTOUR 77.0 PROPOSED SPOT GRADE 1 i 67.8 I o f ASSESSORS MAP 332 PARCEL 014 /\ w m 82 EXISTING CONTOUR 1 ° I i/54.4 -,�_�' aw I FMENT OWNER/APPLICANT: \/52 7 EXISTING SPOT GRADE /\ t 1 ELECTRI NAUSET, INC. C/O CAPEABILITIES / r / o I , 895 MARY DUNN ROAD, HYANNIS, MA 02601 I �, o v/61.9 EXISTING UTILITY POLE LEGAL REFERENCE: � C v E I I � NAUSET, INC FID042453166 R� S I R� C� ACCESSIBLE SYMBOL I 3S 8A FMLY. NAUSET WORKSHOP, INC 6115/116 / 1 m W O NEE _ o CONTACT: TOM ZURN � w, E I p , IS CAPEABILITIES, 895 MARY DUNN ROAD, HYANNIS, MA PAINTED STRIPING .,v 1 'D SIBS 04 1-508-778-5040 TZURN®CAPEABILITIES.ORG I e 220.26 1 m ° i 4'P �J�J x LOT 7 - PLAN BOOK 435 PG 29 o LOT SIZE: 3.00 AC. / rf, a00 o � ZONING DISTRICT: IND LTD eo v WP WELLHEAD PROTECTION OVERLAY DISTRICT PARKWG 11 1 j woo � o / I EXISTING GRAY 1 1 m w 150 1 25% MAXIMUM BUILDING COVERAGE 22074+2147/130339 = 18.6% PROPOSED _2 5.39 YDRANT 1 48.1 I `/63.9 L- 32•p0 0.. \/48. I 49.2 , R8 1 /\ SATs I MAX. BLDG. HT. 30' TO TOP PLATE OR 2 STORIES 20't RIDGE PROPOSED ( � � . 6a:--- ELE . S. O tiY 1 49.7 I m o R6 R ELEC. M.H.. I AREA: 90,000 SF REQ. 130,683 SF PROVIDED J 7 ' �ti CATCH BASIN (TYP.) I of �W rn FRONTAGE. 20 FT MIN. >200 PRO j o 0 4 WIDTH: 200' MIN. >200' PROVIDED m W op. ctp o woo EXISTING USE: NON PROFIT EDUCATIONAL/LIGHT ASSEMBLY PROPOSED USE: SAME ADDING EDUCATIONAL GREENHOUSE) 1 ' X73.8 220 1' i\08.7 1 512 1 ZONING SETBACKS: 50' FRONT 51 ' PROVIDED 30' SIDE 31 .2' PROVIDED 1 1 I 30' REAR CORNER LOT N/A o MAP J7 J�Z PCL O 1.4 J.- I /43. c� I o z � � TOWN WATER AVAILABLE- USE EXISTING SERVICE �s 3. 0 ACRES TOWN SEWER EXISTING USE EXISTING SERVICE NO CHANGES `� Li w TIGHT TANK FOR FLOOR DRAIN PROPOSED PER HEALTH DEPT. REQUEST. I '' I `� i as 0 i # 895 -- -_ I So 2 PARKING CALCULATIONS: {54. , 1 LL INDUSTRY/WAREHOUSE/DISTRIBUTION 17,874 1 700 = 25.5 SPACES REQUIRED EXISTING CAPE-ABILITIES BUILDING EXISTING PAVED I ( / ) 22,074 SF (PARKING OFFICE AREAS 6000 (1/300) = 20.0 SPACES REQUIRED o SLAB ELEV. 55.0 Poi _ DRIv o BENCHMARK: DOORSILL 5��� \/ 50.7 I \ So aOCESS r7 46 SPACES REQUIRED w SLAB ELEVATION 55.00' REGR E WALK Apo f �� EXISTING 57 SPACES PROVIDED 5 MAX. HANDICAPPED CALCULATIONS: PER 521CMR23.2.1 - 3 SPACES REQUIRED EXISTING WALK PRESERVE & PROTECT DOWNSPOUT NEW WALK 6 ACCESSIBLE SPACES PROVIDED ROTATE A/C UNIT FROM ADDITION 54 9% MAX. / / 51.3 54 N NEW HCP RAMP \ { o° 54.89 \/ co + 4.8 =[ �__ W/RAILS I I \ ( I \/ / o b / 52.1 ►. - I o \ O \54.9 T-o 52.9 50.9 _ _ + 4J / ♦ 1 T ° I 1 54.9 � �� � ♦ PG \/ 51.8 I c\l I"0 WP OVERLAY DISTRICT: 50% IMPERVIOUS MAX, 30% MIN. NATURAL STATE �,� �/ 012 PROPOSED/GREENHOUSE ���� ^~ N EXIST. w SLAB ELEV. 54.7 /� 2i. IMPERVIOUS CALCULATIONS: f o �o PATH + 0 1800/SF 6.5 1 Ld BUILDING: 22074 + 2147 /130339 SF = 18.6% 52.7 NEw wALK ✓ ao�' "1 PAVEMENT,WALKS ETC.: 39887 SF /130339 =30.6% o� \ �/ f r-> r Ro ` I h- > EXISTING ROCK I 37.W1 = Q w 49.2 < 50% O.K. \ PROPOSED / . . s. ,. ` � SLOPE 1 50.65 �_ - h EXISTING S RETAIN( I'\52. 6 r' � $ Jrrr S r TABILIZATIONI 1 12.5 I NATURAL STATE CALCULATIONS: PROPOSED wAL LOADING DOCK AREA I TRENCH DRAIN I \/ „ ':, : >^': ,:?� �:'_;_� IVW# 5 11 1 PREY. DEVELOPED SITE > 30% GREEN O.K. ► , 53.0/ - / \ 1 W ► I ----- PROPOSED TIGHT TANK I %\52.0 ` 4 �R 11 m Io 0 Q E (STING j/43.6 FOR FLOOR DRAIN W SEE SEPARATE SPEC. T TER BIOINFILT TI N AREA \, 1 J FLOOD ZONE: C (NOT ,A FLOOD HAZARD ZONE) \S /\so.s4 I r .< n , / 31.3 1 �/ I < IVW FLAGS 11 / I O i �/ PROP. SILT FENCE/WLL AGAINST EXIST( RAIL _ \ CV SITE NOT IN AN A.C.E.C. r � °� / AREA OF PROPOSED WORK NOT MAPPED IN NHESP PRIORITY/ESTIMATED HABITAT. X49.8 >a r� _. Ivw# 2 1�1s�11 I I \ / I po 49.o sr 1 \ BY DICE, INC.1,432 SF I W ` EXISTING PAVEMENT' a 10 \ SHED 50S �. IVW# 6 ( ' / \ 1 00 08 hp. N RA NOTES: 1 GRAVEL /50.3 Y • \1 I \ m ° \ 1 PAR \ KING 1 1 0 / GENERAL OTES Nsz. EXIST /\ / 1 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS J/ '57. 1 , Iww# 1 APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING 2. w S-78' CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR 159 �� °I I \ L,J EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. �, '� {~- 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS / \ I � L� PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS 111 O= AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD / \ �P 11 IZ SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. Ld �F� �I I 1 n < 3. VERTICAL DATUM IS NGVD29 / F I m 1 i � W < � 4. ALL NEW ROOF RUNOFF TO BE INFILTRATED IN GRAVEL DRIP EDGE DRAINS. CONTRACTOR TO VERIFY / 4 1� 32�_ ry j ALL EXISTING DOWNSPOUT/DRAIN LINE LOCATIONS AND RE-ROUTE 1F REQURIED. / ��o% io F I 11 �W 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H-20 UNLESS NOTED. %�47 I m I I U) Q'1`�I nOm � J I 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO / I �' O ASSESSORS MAP 332 j _ Q Q BE USED FOR PROPERTY LINE STAKING. / 7. CONTRACTOR TO PROVIDE TEMPORARY EROSION CONTROL SILT FENCE/WORK LIMIT LINE AS NOTED. PCL 015 I- 8. 4" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. j�49.5 COMM OF MA ; I 1 I < <w z LLJ1 I I 9. GREENHOUSE INTERIOR FLOOR DRAINS.TO BE CONNECTED TO TIGHT TANK, SEE SEPARATE SPECIFICATIONS. � Of I I I j X 28.3 j 1 0 I I 1 O � c) m 10. CONTRACTOR TO COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. I I o I / _ Q 00 11. SITE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS, \` i I I I / Z v Z OR NEIGHBORING PREMISES. / I o 1 II <0- Q 12. TOPOGRAPHY AND DETAIL IN BUILDING AREA FROM GROUND SURVEY BY DOWN CAPE ENGINEERING. I II TOPOGRAPHY IN OTHER AREAS BASED ON TOWN OF BARNSTABLE G.I.S. DATA AND AERIAL SURVEYS \ �° \ I / II W _ ON FILE AT DOWN CAPE ENGINEERING: T R AND GRUBBED WITH TOP AND SUBSOIL REMOVED / / / / I m / V 13. BUILDING PAD AREA ARE O BE CLEARED PRIOR TO FILL PLACEMENT. ALL FILL TO BE CLEAN GRANULAR SAND/GRAVEL COMPACTED IN 6" LIFTS TO 95% MODIFIED PROCTOR MAX. DENSITY. AREAS UNDER BUILDINGS TO BE MONITORED AND INSPECTED BY FOUNDATION ENGINEER. 48 HR. NOTICE REQUIRED. ORIGINALLY 2' FILL ON SITE PLAN N WEST SIDE AND 6' FILL ON EAST SIDE OF GREENHOUSE PER ORIGINAL TOPO DRAWINGS, V.I.F. J C uo 14. GRADE AREA BETWEEN BUILDINGS TO PROVIDE POSITIVE PITCH AWAY FROM BUILDING TO DRAIN, I AREA DRAINS TO DAYLIGHT REQUIRED IF SURFACE GRADING NOT ADEQUATE. Scale: 1"= 30 8 7- 152 0 15 30 45 60 75 FEET SHEET 1 OF 1 t I I PROJECT NO.: EXISTING ROOF DECKING - - - - - - -AND GUTTER TO REMAIN REVISIONS: CAREFULLY REMOVEI EXISTING COUNTER NEW COUNTER AND BACK AND BACK SHELF T FIRST EXISTNG SUPPORT SHELF TO MATCH EXISTING I II ` NEW INSULATED 8" STEEL STUD WALL I I II �\ PROJECT TEAM: SEE NOTE NO 4 BELOW I NEW STRUCTURAL HEAD PURLIN RCHITECT -- -- ETER G. BROWN REMOVE EXISTING HORIZONTAL WALL PURLIN. EXISTING COUNTER 7 MAiM STREET-UNIT 3 TO REMAIN ( ARMOUTHPORT, MA 02675 --------------- -I 8-362-3450 III ---II L----- - ------ EXISTING STRUCTURAL I (------------7 I ItA FRAME BEYOND III I EXISTING PRODUCTI N I DEMOLISH AND I I I DISPOSE OF I I EXIST REFRIGERATOR I III I CUT EXISTING SiDiNG TO CREATE FRAMED II i I OPENING FOR NEW FREEZER. PROVIDE FiNiSH I' HEAD AND JAMB CASING OF SIMILAR MATERIALS I I - I) RELOCATE EXISTING SiNK AND CONTROLS II i II I AS EXISTING BUILDING. PROVIDE STRUCTURAL I II I I DEMOLISH EXISTING WALL, Wt H II I I II ( I LiNTLE AND JAMBS BOTH. SiDES I DOORS AND FRAMES AND AL II I EXIST II i I EXISTING KiTCHEN ELECTRICAL FIXTURES, WiR1N II I AND CONDUIT. EXERCISE EXTFME {I I OFFICE II I I CARE TO PROTECT AND SAVEII I III I EXISTING FLOOR AND CEILiNGI FINISHES. REMOVE EXISTING SLIM- LINE AC UNiT II I I � III LiNE OF NEW FREEZER II ( SAW CUT EXISTING FOUNDATION III ----------- - ----- -------� I I I WALL FULL WIDTH-6" WIDE AND I - � ---- --- II I 4" DEEP. I I II III I I I (DN ----------- ------- - --------- _ II �\ `� EXiST I I `\/�RELOCATE EXISTING GAS REF ., • ' .• FIR-ED UNiT HEATER #4 PULL-DOWN ° e I INCLUDING PIPING, WIRING - a, s EXISTING SINK AND ANID CONTROLS BARS PULL-DOWN OC I CONTROLS-RELOCXTED N , 42" \ T 1 TiE TO 6" WWM e iON -__ iN FLOOR SLAB NE1+�' PRODUCT - ° d.< THE;SE WALLS TO EXTEND ^ N 402 I� TO FROOF STRUCTURE ABOVE � e. 12" ea a .d III ° I REMOVE EXITING WiRE MESH MESH AND WOOD STUD II IFN HATCHED AREA PARTITIONS. I I 8 ram, f BACKFILL WiTH Al O SELECT STRUCTURAL —' I I RELOCATED EXiSTiNG GAS � FiLL iN 8' LiFTS I I FiRED UNiT HEATER L F COMPACTED TO 95% I II I I INCLUDING PiPiNG, WIRING II \ III AND CONTROLS 2 #5 TOP AND BOTTOM II \ I Irffl • BARS-CONY -____-� �---___� I KITCHEN ' rpm SECT101`�. 2 II RECEIVING c NEW OPENING 1N EXISTING ta EXTERIOR WALL. SEE III I RECEIVING 2 #5 TOP I NOTE NO. 1 BELOW I I If III 1 1 < BARS-CONY I I � #4 PULL-DOWN AT NEW i I I CUT TOP OFIiEZER-SAW i`IG �� BARS ® 24 OC " r--i TIE TO 6" WWM 2 { I FOUNDATION WALL 8 WiDE IN FLOOR SLAB I - III BY 4" DEEP T•O ACCEPT I � T NEW FREEZE='R FLOOR , w I _ TOP OF NEW SLAB 4" BELOW EXISTING BUILDING FiNiSH SLAB SAW CUT EXISTING PAVING TO ALLOW °• • LPL t j INSTALLATION OF NEW FOUNDATION. W Z BARNSTABLE SPECIFICATIONS. INSTALL NEW PAVING PEP, OWN OF d I % F A . ,fz^ i I L---J ° DRiLL 3 NO 32' LONG BA S 1 I I A . a; <. a' 6 INTO EXIST NG FOUNDATION I I ' WALLS W/ EE OXY ANCHORING. ~ IN HATCHED AREA 1 N RELOCATE ONE EX1 TiNG CONDENSER I I ~ Aft a N 3-0 AND CONDENSATE IPiNG AND I I BACKFILL WITH �2 ALL CONTROL WiRiNG-EXTERIOR I- I ( SELECT STRUCTURAL d I I FILL 1N 8" LIFTS .Q Q AND INTERIOR EXISTING DOWNSPOUT h I I COMPACTED TO 95% ° ° I I TO REMAIN r 'y f NEW CONDENSER LOCATION ON --�-�-DEMOLISH EXISTING CONC '^ BACKFILL WITH SELECT I I r� ° I I WALL 1N WORK LiMiTS COMPACTED FILL REMOVE ONE EXISTING CONDENSER j �- x e OF FREEZER FOUNDATION a AND CONDENSATE PiPiNG AND ° - ALL CONTROL WiRiNG-EXTERIOR AND INTERIOR a ° r� ° I I IN '+ I�1 d I I y � � � Mr■1 2 #5 BOTTOM BARS-CONY I I I CONTROL JOiNT STAN -- e� I I AT MiD POiNT HATCLH D AREA TO E EiVE NEW ��® SECTION: PAV1N� AFTER iNSTA L T10N �. z p: a, I I OF F( NDATION ' No..4� EXISTING FIRST FLOOR PLAN. �IHOFMPSP LEGEND: TITLE ROOM FINISH SCHEDULE: ° ° I EXISTING PARTITIONS TO REMAIN: PLANS AND I EXISTING PARTITIONS TO BE REMOVED: ----_- - SECTIONS No. ROOM NAME FLOOR MATERIAL BASE WALLS CEILING NOTES 4" CONCRETE SLAB ON 6 M1L POLYETHYLENE VAPOR BARRIER-PLACE SLAB MONOLITHICALLY NEW PARTITIONS DATE 101 EXiST PRODUCTION REINFORCED 4" VINYL GWB-PAINTED 2X4 ACOUSTICAL TiLE NEW CEILING TiLE AT WiTH NO CONSTRUCTION JOINTSTHE 6X6 WWM VINYL TiLE PAiNT ALL EXiST EXISTING SUSPESiON EAST END OF ROOM ONLY REINFORCING TO BE SET UP ON 2" STIRRUPS MARCH 16 2011 WALLS TO REMAIN SYSTEM NOT OVER 24" OC EACH WAY. CUT THE CRACK CONTROL JOINT AS QUICKLY AS POSSIBLE- NOTE NO 1: REMOVE EXIST INTERIOR AND EXTERIOR WALL SHEATHING TO PROVIDE DRAWN BY. 102 NEW PRODUCTION REINFORCED 4" VINYL GWB-PAINTED 2X4 SUSPENDED ACOUST NOT OVER 12 HOURS. • VINYL TiLE PAINT ALL EXIST AN OPENING FOR THE NEW FREEZER. CAREFULLY CUT THE EXISTING WALLS TO REMAIN HORIZONTAL WALL PURLIN AND THE CABLE CROSS BRACING. CONSTRUCT PGB EXiST CONCRETE 4" VINYL GWB-PAINTED EXPOSED STRUCTURE A NEW 8 STEEL STUD WALL INSIDE THE EXISTING EXTERIOR SHEATHING SCALE: 403 KiTCHEN SLAB WiTH STRUCTURAL STUDS AT EACH SIDE OF THE NEW OPENING AND A RECEIVING - STRUCTURAL HEADER OVER THE NEW OPENING. PROVIDE METAL CASINGS AT JAMBS AND HEAD OF THE NEW OPENING OF SiMiLAR MATERIALS AS AS NOTED THE BUILDING WALL SHEATHING. INSULATE THE NEW WALL WITH 6" FIBERGLASS BATTS. DRAWING NO.: MATERIAL NOTES: EXISTING CONCRETE WALL TO REMAIN BEYOND NEW FREEZER FOUNDATION NOTE NO 2: DEMOLISH AND DISPOSE OF ALL SHELVING WORK BENCHES, AND OTHER 1) NEW PARTITIONS SHALL BE OF 2X4 STUDS AT 16" OC , 21-8. l0" 81-61 FIXTURES 1N WHAT WiLL BECOME THE NEW PRODUCTION AREA. 2) WALL FINISH SHALL BE b/8" GYPSUM WALL BOARD, COMPOUNDED AND FINISHED. I NOTE NO 3: THE CONSTRUCTION TAKES PLACE 1N AN AREA OF AN ON-GOING WORKING 12'-O' J KITCHEN. THE CONTRACTOR SHALL PHASE HIS WORK TO AVOID ANY ALL WALLS TO BE PAINTED ONE PRIMER AND TWO FiNiSH COATS. INTERFERENCE WiTH THE OPERATION OF THE KiTCHEN. THiS SHALL INCLUDE t 3) SUSPENDED CEILINGS SHALL BE 2'-0" BY 4'-O" ViNYL FACED MINERAL ACOUSTIC TiLE THE ERECTION OF DUST CURTAINS AND THE PRODMAINUCTION OF A CLEAN i 2 WORK AREA AT ALL TiMES. THE NEW PRODUCTION AREA SHALL BE EXISTING TiLE ON A GRiD SUSPENSION SYSTEM HUNG FROM THE EXISTING ROOF STRUCTURE. A- SUBSTANTIALLY COMPLETED PRIOR TO THE PRODUCTION DEMOLITION OF THE WEEK-END PARTITION BETWEEN THE EXISTING AND NEW PRODUCTION AREAS. WEEK-END PROVIDE NEW HANGING TEE WHERE PARTITION is DEMOLISHED. WORK MAY BE REQUIRED DURING THiS PERIOD. FBI EXISTING SUB-PANEL NO. 1 NEW SUB-PANEL PROJECT NO.: EXISTING SUB-PANEL NO. 2-1 SURFACE MOUNTED SEE NOTES ONE THROUGH 03-11 FOUR BELOW. REVISIONS: EX Ex l 0_' _ PROJECT TEAM: 20 --- — L24'x24 RCHiTECT EXi TING EILIN INSTALL NEW VINYL FACED MiNERAL TER G. BROWN 42' RO nD TO EMAi EXISTING FIXTURES AND ^ " ACOUSTIC TiLE CEILING iN EXISTING 7 MAIM STREET-UNiT 3 SWITCHING TO REMAIN 24 x24 24 x24 METAL SUSPESiON GRID. ARMOUTHPORT MA O 678 EX STING, P OD CTI N 2 EXISTING PRODUCTION 362-3aso 2-0 24 x24 E STi G P O CTi N 33 Ex PROVIDE NEW 'T' SUPPORT FOR 24"x24" EX EX EXISTING CEILING TiLES WHERE O O EXISTING PARTITION iS`REMOVED 8" ouND , ` •.Y y � � ill +B' RO ND ' ROU D 16" O ND INSTALL NEW VINYL FACED MINERAL ACOUSTIC TiLE CEILING iN EXISTING �� f METAL SUSPESiON GRID. �� FU N E AND NEW 2'X4' ViNYL FACED MINERAL ACOUSTIC ~ _Ld �,.. 7 7 F - L "0:::, TiLE CEILING COMPLETE WiTH 3" CHANNELS NEW PRODUCTION A C i UH1T AT 4'-O" OC AND 1 1/4' SUSPENSION TEE s MEMBERS AT 2' X 4' CENTERS-ENTIRE ASSEMBLY ��.----...\, .-�------•, �,�-----.. i� 8" OUND RO ND 8" ROUND— PRODUCTION i` ASSEMBLY TO BE SUSPENDED FROM EXISTING y STRUCTURE ABOVE. 1 20 F O O I 0 NEW 2' X ,' F / 24"x24" 24"x24" FIXTURES YPiCAL SCENT iGHTiNG .. - .. w , ' � W — NE P OD CTi N — -— — — \ NEW EXISTING SPRINKLERS TO REMAIN ARE SO SHOWN. SPRINKLERS SHOWN HEAVY LiNE i O O KITCHEN SHALL BE DROPPED TO NEW CEILING HEIGHT, r�1 i RECEIVING OR RELOCATED AS SHOWN. E KITCHEN e KITCHEN [� RECEIVING RECEIVING � r 24"x24" NOTE: NO NEW CEILING WORK iN THiS ROOM r� l EXCEPT SPRINK LER RELOC ATION ON Vt Alk SEE NOTE NO. 5 BELOW HV C PL.,�i`� 1/4"=1'-0" REFLECTED CEILING PL AN4- EL.ECTRiCAL. PLAN: 1/4"=T-O' PON w 1 HEATING NOTES: f 0 FURNACE: YORK MODEL TM9XO6OB12MPi-MULTi-POSITION, HiGH EFFICIENCY GAS FIRED FURNACE, RATED AT 60,000 BTU i INPUT, WiTH AN AFUE RATING OF 95.5.0%. UNiT EQUIPPED WiTH ALUMINIZED STEEL PRIMARY HEAT EXCHANGER r--� LECTRiCA,L NOTES: ASSEMBLY, HOT SURFACE IGNITION, MULTi-SPEED BLOWER, DRAFT INDUCER, DiSPOSABLE AiR FILTER AND ALL od OPERATING CONTROLS. UPGRADE EXISTING 3 PHASE DISCONNECT iN MAiN PANEL ROOM FEEDING SUB-PANEL TO 225 AMP. �� ~ CONDENSER: YORK MODEL YCJF36S41S1, 3 TON UNiT, COMPLETE WITH RUBBER MOUNTED COMPRESSOR, VERTICAL DISCHARGE '.) REMOVE EXISTING SUB-FEEDERS AND INSTALL NEW 3/0 COPPER CONDUCTERSTO SUB-PANELS. OUTDOOR FAN, LARGE 'U' SHAPED CONDENSER COiL, WEATHER RESISTANT CABINET, LOW AMBIENT KiT, AND ALL ~ (� DISTANCE iS APPROXIMATELY 70 FEET (VERIFY iN FIELD). OPERATING CONTROLS. COMPRESSOR GUARANTEED BY YORK FOR 10 YEARS, AND ALL OTHER PARTS FOR TEN 1� ') INSTALL NEW 200 AMP RATED 42 CiRCUiT CUTLER HAMMER 3 PHASE SURFACE MOUNTED PANEL YEARS. CONNECT TO EVAPORATOR COiL WiTH COPPER REFRIGERANT PiPiNG. INSULATE VAPOR LiNE WiTH A j DESIGNATED 'NEW SUB-PANEL-SURFACE MOUNTED". ARMAFLEX INSULATION. UNIT TO BE SET ON SOLID PRE-CAST PAD. I) FEED NEW SUB-PANEL WiTH 100 AMP 3/0 BREAKER FROM EXISTING UP-GRADED SUB=-PANEL COOLING COIL: YORK MODEL MC36B CASED EVAPORATOR COiL WiTH EXPANSION. COOLING CAPACITY EQUALS 36,000 BTU. SEER EQUALS 14.0. INSTALL CONDENSATE PUMP BESIDE UNiT. INSTALL DRAiN PIPING FROM COiL TO PUMP AND FROM PUMP PROVIDE A 60AMP, 208/230V AC SiNGLE PHASE DISCONNECT BOX WITHIN 5' OF EACH FREEZER TO DISPOSAL POINT. qh COMPRESSOR LOCATION WiTH 8' OF WiRE FOR COMPRESSOR HOOK-UP, AND A 20 AMP, 230V AC = r; M ELECTRIC LiNE WiTH A SAFETY SWITCH AND SUFFICIENT WiRE TO REACH THE TOP CENTER OF DUCT SYSTEM: FABRICATE AND INSTALL GALVANIZED STEEL PERIMETER TYPE DUCT SYSTEM USING RECTANGULAR TRUNK LiNES WiTH FREEZER FOR EACH EVAPORATOR COiL HOOK-UP AND STORAGE COMPARTMENT LiGHT. RUN A ROUND RUN-OUTS TO OUTLETS. RUN-OUTS ARE SIZED ACCORDING TO ROOM REQUIREMENTS AND ARE EQUIPPED WiTH ^ 1� CONTROL WiRE BETWEEN THE EVAPORATOR COIL AND THE CONDENSING UNIT,. BALANCING DAMPERS. INSTALL 51X SUPPLIES AND TWO RETURNS. 5/8 GYPSUM WALL BOARD, � 1�► ► 7/ COMPOUNDED, FINISHED AND PAINTED r---i —' DUCT INSULATION: RECTANGULAR SUPPLY DUCTS TO BE WRAPPED 3' FOiL FACED FIBERGLASS, STAPLED AND'TAPED IN POSITION. SUPPLY r� SUPPLY PLENUM AND RETUiRN PLENUM TO BE LiNED WiTH 4/2' ACOUSTIC INSULATION, GLUED AND PINNED 1N POSITION. y :LECTRiCAL LEGEND: ROUND RUN-OUTS TO BE STEEL DUCTS WiTH NO MORE THAN SiX FEET OF FLEXIBLE DUCTS WiTH 2' FIBERGLASS INSULATION. 2-2X6 HEADER WiTH 1/2w CDX FiLLER �� p �--' SINGLE POLE SWITCH REGISTERS - GLUED AND NAILED TOGETHER AND GRILLES: HART AND COOLEY DIFFUSERS AND RETURN GRiLLES94. �3 3 W^Y SWITCH STAIIIP � Ell VENTING: INSTALL INTAKE AND EXHAUST PIPING FROM FURNACE TO TERMINATION KIT USING PVC PIPING. INCLUDE ALL GAS PIPING. � DAR�� 18 GA KNOCKED DOWN STEEL DOOR , rEA � $`� rF^. WiRiNG: LiNE VOLTAGE WiRiNG BY ELECTRICIAN. FINAL CONNECTIONS BY HVAC CONTRACTOR. FRAMES-PAINTED ONE PRIMER COAT G.pUPLEX CONVENIENCE OUTLET-PROVIPE GROUNp FAULT WHERE REQUIREp GUARANTEE: THE SYSTEM iS TO BE GUARANTEED TO HEAT ALL SPACES TO 70 DEGREES F AT O DEGREES F OUTSIDE AND COOL ALL SPACES Lu AND TWO FINISH COATS TO 75 DEGREES F AT 90 DEGREES F OUTSIDE, PROVIDED 'A CONSTANT THERMOSTAT SETTING iN MAINTAINED. WORKMANSHIP TTO BE o )E NIPUPL.EX OUTLET-^DOVE COUNTER HEIGHT D�NNis, w . GUARANTEED FOR ONE YEAR FROM DATE OF INSTALLATION. ALL PARTS EXCEPT AS NOTED ABOVE CARRY MANUFACTURER'S ONE YEAR � � GEAR FROM DATE OF INSTALLATION.BOREXCEPT FOR REGULAR MAINTENANCE WiLL BE PROVIDED FREE OF CHARGE FOR ONE DOOR HEAD 1 3/4' THiCK SOLiD CORE DOOR WiTH 0 Mass. G�J 20 220 VOLT TWIST LOCK OUTLET VSTAINARNISH GRADE BIRCH VENEER-NATURAL H OF MP`'SP VARNISH FINISH 4'-O" FLOURE5CENT FIXTURE-4 DULD, WITH ^CRYLIG LENS 3'-0' � 6'-0" 2x4 STUDS AT 16' L L OC-TYPICAL TITLE W/'�LL MOUNTEP 4-O 2 DULD FLOURE5CENT FIXTURE - ' " - PLANS, SECTIONS 6'X33' WiRE GLASS o AND DETAILS N ViSiON PANELS h DATE e NEW LIGHTEp EXIT SIGN-LIGHTEp 1 3/4' THICK SOLID DOOR JAMS CORE WOOD DOORS MARCH 16 201i WiTH BIRCH VENEER- NATURAL VARNISH FiNiSH DRAWN BY: PGB L-ECTRiCAL NOTES: SCALE: f HE ELEGTRIGP�L Pl-^N GIVES INFORMfiTION ON NEW LIGHTING, SWITCHING, ^NP AS NOTED 1/8" VINYL REINFORCED � 'ONVENIENCE OUTLETS ONLY. THE ELECTRIC^L CONTRf\CTOR 15 RESPONSIBLE FOR L,^YOUT ^HP SIZING OF CIRCUITS, 18^x24" MAKE UP AiR TiLE FLOORING DRAWING NO.: l^NEl.5 ^Np CIRCUIT BREP�KER5 ^Np ALL OUTLETS ^Np CONNECTION OF ^l_I_ CONTRACTOR ^NP OWNER LOUVRE-PAINTED soLaD viNYL EDGE s`rRiP AT KITCHEN RECEIVING =URNI5HEP EQUIPMENT SNP P\PPL.I^NCE5. REFER TO ^L_ OTHER CONTR^CT POCUMENT5 ^Np ^LL, GOVERNMENT^IL DOOR SiLL EXISTING CONCRETE SLAB SNP INPU5TRY COpE5 ^Np REGUI._^TION5 TO WHICH THE WORK MUST COMPLY. POLLDW M^NUF^CTURERS I EGf'� TO IN5T^I-L.^TION OF FIXTURES, P�PPLI^NCE5 ^NP EQUIPMENT. - - NSTUGTIONS ^NP SPEGIFIGf'�TIONS N R RP A 2EVIEW LOC^TION5 OF ^L , P^NEL5, FIXTURES, OUTLETS ^NP SWITCHES IN THE FIELp WITH THE ^RCHITECT ^NP OWNER DOOR TYPE 'A' DOOR TYPE 'B' 'RIOR TO BEGINNING ROUGHING. DOOR ELEVATIONS: 1/2"=�('-O" DOOR DETAILS: 3"=1'-0" i i TG RcQU KE'LCA RAGE WIZN BR;CK Mom`.: 0QRY OR A MA.►.lHOLE FRAh'1E RE1I.IFORCED Co►JCRETE OUTLET TEE REQUIREMEQT FOR SEPTIC 7AKIK, A�Jo covEcZ �� GRADI►.JG R►►.JGs LIQUID DEPTH I►Q sE4'T►C 7A►•1K DEPTH OF OUTLET TEE BELOW PLOW LIIJE MORTAR - 44 I I \ ,� JN_ I 4 FEET_ 14 lWCI4ES '' - r 1 5 FEET 19 IK.ICHES I �OSb9 G FEET 24 lQCH ES J/ t I `7 FEET 29 NCHE5FEET 34 1WCHES ' I"LET �,;• 1 ::.''. •..•.. .•. �,.� �•: • I'.o u LE T MC)TE S (_ UQLESS OTHERMSE NOTED)_ 1. MOUICIPAI_ WAZER ------ --- -- -- ------- -AVAI►1_ABLE. 11 2. PIPE PITCH I/4" PER FOOT. ` 4' 3. DE5IGW LOAOIQG FOR ALL PRE-.CAST Qkl T'S: I LIQUID O - 3� LEVEL � 4 �E .., s AA5 �O ----•--- ---- - - -- -- 44 . 11 MIQ- GROUIJD COVER OVER ALL SEWAGE 1 I '�'`�� ` --- , o \ `n ► FAC.I L ITI ES 1 FT. J 5. PIPE. JOILITS SHALL BE v T '�;t••T-. :•� ���• :��9: MADE E W A E R 7r I GNT. I ,A � G. CO►JSTRUCTIOtJ DETAILS TO BE ACCOROAL-ICE WITH - 1 COMM. OF MASS. . STATE EtJVIR01.1ME1.1TAlL CODE 49 ' / �`°oR _ TITLE 5 •5� 1 ::.` PRECAST GREASE TRAP - IS00 G4,LLO►`1S 7. TN�S" Pt_q►J FOR PROPoSE.D .WORK oUL� A►•�D tJo sca.�E \ 1 ++ Z SHOULD WOT BE USED FOR PROPER'T( LiQE g o�c ' STA K I N G. `nil 1 J s ° P I► I ISH 'FLOOR 1 / �.�,• 1',. , 2? "\ sz \ SE �°� LA" + 1 i'a::• _ :e. FILL E LOAM '�° �S\ s3' °`' �� __.__ -- ' / / � 1 {1 tl � i►J 1500 GAL. OU GREASE SIDE �/ EW E1.l D \/ EW TRAP r` h�• / � ' \ \ .tt3 t- \ `.- KITCIIEIJ E� ELE - UT 1 OFASToU - \ - Z � ` �= + SAN t-TeR•! �L SEPTIC - _ `n � TAUK. s 4 = - .�"S-� .,oC�'�:—•�_ _ - -_ . -�. "'"` r t, E Sz � ELEV.� L' ` .d�G• -._ `"� � 1 '•' ELEV. , CAP - , : �, w _-- ___- � c�-�-p_ __ .,, , ;;---_ i 1'`'�`•' N \ ,�: 11 4- O" Et..1p 4i-0,�- \ �� \ SZ 1 - E n -j CT, ELEV. 00 _r--- _�_ '_\ +L 2\- , � , S • / + a - _v. PVC DOUBLE WASHED 1 1 STo►Jt= , 3/4'' TO �-I/Z" i SEFIC SYSTEM DESIGW ELEV. s3 1 4 3 ' ` flAILY FLOW (MAXIMUM 1�3 PEOF-LE x IS GPD/ PERSO►..1 - 199S G'PD h�• ) I ► V, 19 5 x ISO % - 2 992. GALLO►-I S', USE �O o o GkLLO►.l -TAIW KI 901_Oi1 TA 9 I 5� ` 1 ` ` 3� ` 1 ► GREASE TRAP 8�0 PEOPLE K IS GPD! PERSfJ►.1 IZOO GALL0IJS� uS� ,ISOO G�.LLOt � GREe.S�E TRAP, t _ - - - QO MItJ./ ItJCH. P- Co408� - _T'CFICAL LE ACH I SIG TREQ C LEA.CHI►3G -TR a►JC_I-A 90 4 x3 1 � S 4 IDEWALL Z� / x x �.= 'D 901 2.S P / SF) 1500 GPD i.10 N\ \ a I 1 1 E�oT70M 3' X90X I .o 210 GPO 9 \ JO 1 \ C- 11 9 90 o P \ \ SF E ►)\ QOER � � � I ` 1 - t 1 F'l l .l l 5►--I C O U R S E a9 I %Z _ I b7oUE REItJFORGED SLOPE t : 1 1 1 1 1 I 1 ► 10 GRAVE L OR REFER TO DETAIL ` \ 1 t _• v - - PROC ES` E D S-To+JE BASE CD ut / yr \' y• �� \ 09 I r: POLE " i0 - CoMMouwEa,LTH ELECTRIC C:OMPAuY�PR10R\ d 1 1t TO START OF AUY CoUc RUCTIOFJ Ot-i SITE -t 4E CCU TRACTOR - PASEMEQ-T—DETAI L� P W \ 1 COMPACTED SUaGRAOE _ ►Jv. i��4�a v I \ t t \ , lS TO IJOTIFY CGMMOUWEAL-TH ELECTRIC. THIS POLE MAY + � '� t t TO E?E REPLA.CED OR S'JPFCGR7ED UURIiQG / , 1 tt + �� I NAVE BRI5TLE BROOM Ea.►G_ 2+c�-1<a � ,i��A►._,K Q Q / di I + 1 COt1STRVCTIO�. _ ia.a.f1. s J_ �UULJI►.►Ca = W �q-p� v � �% t t` , F11.115►-� WIRE MESH I- SITE E �E P /� l 1 4 COU C R E-'E— I �M t ti1.) , WA E LAIC Q 4 _•. - a� ;� t t St. A.E3 PREPARED iFOR I W Y N --,. j +1 � t I M 11.11►.I M U M 1 G. {. RUCK -- W C�L-c R KS 1-;O�? 4 ' alp GRAD E • / w c �� MARY DU►Ju ROAD E I1.lOEPE1.IDEIJCE DRIVE o o 4e -- + 1 Yz ^ of LAUD �IJ �� �. Icc> 77 --��;1 ao - —��S as — —55.5 u+ a ' � 50 �` 1 � `'- _ _ •� CLEA►.1 GILL>COMPACTED \ SCALE 1 - �o APcZ►L 30 198'1 -" �--- �� _ _ _ _ __ 1►J 8" L t F'T'S i1- ' 1 i 2-4 ?>a -G3.o 53. o ��_�o - —:� - , SUL�GR,�.DE PROLE'SS6r0 STO►..t � I TCT� �- �o►��Ez-r. . FILTER ---' - O T t>DE - TG`PSOI � SUF3`:. A��'---- a`IJDING DETAIL_ �tGIUQ.L GR L OIL F A IB R I C ROp S O E3 E. S-f R t P E l' - --- ►,n 1.1 c✓ _ - P D P R l O R LJ FELL ►�10 �.Cn.LE) P ® � . a;1 TO PLAC I QG AP ia 1..U FI►-1 @ � ti E 1� � ` - � ,� �, -- i - w , - � l T T a - ' -- S701J E RE-I Q FJ RC E D E •-` - f BARNSTAv�fE �i � i � -- ' (1JG SC 4LE) ,,�`:. f. , .,'/ \✓r.�� T W r',rcpartment ' FP ANAILA�SLE RECORD ,,, ... ` •; � ' — \ i LUCATIOQ OF UL1DE=FcGROUQ0 UTILITIES `NERE COMPILED OM 1 - ATE x ../ ~✓. , / 54 P�.AL1S dF UTILITY COM P:•a+J1 ES AUD Put33LIC ARE A.PPRC�X.I!�^ -. •� , �' - � �.: •�-' r ry OUL`<. PRIGR TO CGjf-:) RUC,10Q CALL 1' DIG SAFE" 1- 8d0 32Z -�04L� CG1.11r2ACTOt� 7 �Iv1l_ E►.1Gt1,►EFRS E�:AC. LOCo,TlCkI5 of EXISTI►,�G UTILI-TIES PRIOR 70, COU-�TRUCTlC7'� /� Rt c: #-�, {JJ"' ,.� P L. S- D•A,C `_;r: t;E►.i 'f�; '''� ^ •-: r-.E. r)E7 L� ►�v T ,, r.. „ i �oFTHE To� TOWN OF BARNSTABLE OFFICE OF saaIST NAM � BOARD OF HEALTH MAl�. 1.639. 367 MAIN STREET HYANNIS, MASS. o2so1 February 18, 1988 Mr. Rodney K. Corson Corson Everett H Cadillac Route 132 Hyannis, Ma 02601 Dear Mr. Corson: The Board of Health reviewed the site plans for the proposed automobile dealership located at Lot 13 Independence Drive and Mary Dunn Road. The Board voted to allow the installation of the onsite sewage disposal system with the following conditions: (1) The on-site sewage disposal system must be installed in strict accordance with the approved plan. (2) The designing engineer must be on site and supervise construction of the septic system and certify in writing to the board of Health that his design has been strictly adhered to prior to the issuance of a Certificate of Compliance. (3) The building must be connected to public water. .(4) Gasoline and oil separators must be installed in all catch basins used for drainage. The Board must be furnished a written maintenance agreement with a licensed hazardous waste transporter for the cleaning of these basins. Drainage directed to a vegetated area is preferred. (X (5) The washing of any vehicles is not authorized. (6) You must connect to Town sewer when the Board determines its availability: The site is located in an environmentally sensitive area in a critical zone of . contribution to public water supply wells. Every effort should be utilized to protect these public water supply wells from contamination. Very truly yours, Grover C. M. Farrish Chairman BOARD OF HEALTH TOWN OF BARNSTABLE GF/bs Copy to: E. C. Contos Attorney Thomas George DATE_+ ({ 7- F ; lcsi �QfTHE Tp� TOWN OF BARNSTABLE FEE q4'P •. `per �� � OFFICE OF — BAB79TAn MAR i6;q BOARD OF HEALTH pp . �1pypYk� 367 MAIN STREET HYANNIS, MASS. 02601 VARIANCE REQUEST FORM All variance requests must be submitted five (5) days prior to the scheduled Board of Health meeting. NAME OF APPLICANT Q f� , �� TEL. NO. ADDRESS OF APPLICANT NAME OF OWNER OF PROPERTY SUBDIVISION NAME DATE APPROVED ASSESSORS MAP & PARCEL NO. LOCATION OF REQUEST �V-'e ��- VARIANCE FROM REGULATION (List regulation) 1��Ill n VARIANCE REQUESTED (Specific request) REASON FOR VARIANCE (May attach letter if more space needed) QM 2- - cca<f— PLANS - Two copies of plan must be submitted clearly outlining variance requested. VARIANCE APPROVED NOT APPROVED REASON FOR DISAPPROVAL Grover C. M. Farrish, M.D., Chairman Ann Jane Eshbaugh James H. Crocker, Sr. BOARD OF HEALTH TOWN OF BARNSTABLE 0 THE WILLIAMS COMPANY 0 • 1 N D U S T R I A L DESIGNERS & BUILDERS ETC. • R E SMI D E N T I A L B,)U I L D I N G SYSTEMS 1019 IYANOUGH ROAD ROUTE 132 HYANNIS,MA 02601 (6 1 7 ) 7 7 8 - 1 2 8 8 • February 16, 1988 Mr. Thomas. McKean, R.S. .,Health Inspector Town of Barnstable. Hyannis, MA 02601 RE: Proposed Automobile Dealership Corson Cadillac Independence Drive and Mary Dunne Road Hyannis, MA Dear Tom: I would appreciate your review of the following comments in regard to your scheduled meeting with the Board of Health for the above-referenced project. Since the original intent of the "330" Rule, allowing discharge of sanitary sewer not exceeding 330 gallons per acre per day was based on a three bedroom home occupied twenty-fout hours, we would ask that you consider the following: 1. Our project is scheduled to operate only eight ( 8 ) to ten ( 10 ) hours per day and will only open for six ( 6 ) days . 2 . It is the intent that this project will be built using the latest technical water-saving water closets (toilets ) , which, in turn, will greatly reduce the discharge or sanitary sewerage. -2- 3 . Our calculations that were submitted on the site drawings, dated January 29 , 1988, were based on total square foot areas, which include the thickness of all exterior walls, stairwell areas, hoist areas and unoccupied corridor areas. If we were to take credit for the above, obviously this would lower our design flow and put us well below the allowable. I think you will agree with the above analysis; and therefore, there should be no reason why a sewerage permit number cannot be obtained at this time. I trust you will find this information satisfactory. Very truly yours, THE WILLIAMS COMPANY DESIGNERS & BUILDERS INC. -e e %" E. C. Contos Project Planner ECC:rg cc: Rodney Corson Thomas George, Esquire � ,*TH11 TOWN OF BARNSTABLE OFFICE OF ssaas M BOARD OF HEALTH MM�. sooA 1639. ` �DYIIYM' 367 MAIN STREET HYANNIS, MASS. 02601 March 10, 1988 Mr. Rodney K. Corson Corson Everett H. Cadillac Route 132 Hyannis, Ma 02601 Dear Mr. Corson: The Board of Health letter allowing the installation of the onsite sewage disposal system at Lot 13 Independence Drive and Mary Dunn Road dated February 18, 1988, is modified as follows: The sentence reading "The Board must be furnished a written maintenance agreement with a licensed hazardous waste transporter for the cleaning of these basins," is changed to read, "The Board must be furnished a written statement from a licensed hazardous waste transporter at least every three (3) months reporting any inspection and/or cleaning of all onsite catch basins. The sentence reading "The washing of vehicles is not authorized," is changed to read "The washing of vehicles is authorized with the following conditions: (1) The washing of vehicles outside the building is not authorized. All vehicles shall be washed within the area of a closed loop, holding, and separator system. (2) The Board must be furnished a written statement from a licensed 'hazardous waste transporter reporting disposal of waste oil and any other toxic and hazardous materials from the proposed holding tanks, at least every three (3) months. (3) You must receive approval from the Department of Environmental Quality .Engineering for the subsurface disposal of industrial waste and the proposed industrial.waste holding tanks." All other conditions listed in our letter dated February 18, 1988, apply. Very trul yours, Grover C. M. Farrish, M.D. Chairman BOARD OF HEALTH TOWN OF BARNSTABLE GF/bs r THE WILLIAMS COMPANY • I N D U S T R I A L DESIGNERS &. BUILDERS INC. • R E S I D E N T I A L BUILDING SYSTEMS 1019 IYANOUGH ROAD ROUTE 132 HYANNIS,MA 02601 ( 6 1 7 ) 7 7 8 1 2 B & February 19, 1988 Mr . Rodney K. Corson Everett H. Corson, Inc. Iyanough Road - Rotue 132 Hyannis , MA 02601 RE: Sewerage Permit for Proposed New Automobile Dealership Independence Park and Mary Dunne Road Hyannis, MA Dear Rod: I would like to bring you up to date on the status of obtaining a sewerage permit for the above-referenced Project. I talked with Mr. Thomas McKean, Health Inspector. for the Town of Barnstable on Tuesday, February 16, 1988 , and he informed me that lie and the Board of Health have approved our septic design with the following conditions : 1. The catch basins that are located within the parking area must have a gas/oil separator and a sorbent pad. These catch basins must be constantly maintained. 2 . They will not allow any car washing. Upon receipt of a letter from the Health Department of the Town of .Barnstable, which we should receive within one week, we will be granted the sewerage permit. _2_ I trust you will find this information satisfactory. If you require any additional information, please call us . Very truly yours, THE WILLIAMS COMPANY DESIGNERS & BUILDERS INC. E. C.. Contos Project Planner ECC:rg cc: Thomas George, Esquire Joseph Daluz, Building Inspector F N IUp�P�Wp�CE � ovP�i31 � I 4 i I i \ Q CL Lu w w w Q � N C� W 64 �= r i A���;S a �� C L Q2 C Z 'H15 -LAr-I 16, 3osE1� nrJ INFc�p�MA.T�c�r-I "'�K-ErJ RpM I ToI-OGAKAP14ic PLAr-A nF LAND IN gAti� f�STAE�. LE, MA55: �O I PRE-f ARE.r3 Fn� THE WILLIAMS Go. P^T'E© JUL ( 25, 190 fz TE CO A, 6z C .1 y y' 1�19 Cl I _ tAl c n r (Y) .,� C 1 r OF stl� rl Li INDF (L,2 �xISTIINCG GCNTc�uR - (off -P NTaWFZ PROJECT PRO� tC T T DATE � 1 - 29- SS HE WILLIAMS COMPANY DRAWING 1'r� � � SCALE ` � I I ' F` �� V� �' ���' I n GRLu�r, M NY LOR 1019 IYANOUGH RD. RTE, 132 H Y A N N I S MA.02601 -- -- -- _ - _ — i DRAWN -- ----- _.— .," PLANNERS DESIGNERS BUILDERS TITLE ' �' � � �- � I�A�I — �N,a,� � 1 APPD BY: NO. DATE REVISION sr5e Ow -� . .. .. SOIL TEST PIT DATA: NOSCATES VOK;ATE6 DISTRIBUTION BOX DETAIL. LEACHING PIT DETAIL: PERC. 09"RVED NOT TO SCALE TEST GRpUNQwATER NOT TO SCALE TP TP TP n TP of NO OF OUTLETS j MANHOLE COVER pR VEMENT L — BROUGHT TO FINISH GRAOE GIRD. EL. __ GRD. EL. _ GRID. EL. —. GRD. EL. _._ -- "OYES - - - , 1. GIST BOX TO WITHSTAND H '0 LOADING 7. 'MIN OF I/B" 11 _ _ ___ 1 1 UNLESS UNDER PAVEMENT, DRIVES OR TO 1/2" � I � WASHED L/ IT 12"MIM. fILLGW. EL ^' � GW. EL. _ GW. EL._ R C'W EL. -- PRECAST ITRAVELEC WAYS WHEREIN H-20 10A01�TOP 5t,�•- Noo4 (.DAH JSHALL A►PLYCHST0YCW INLET TEE OR BAFFLE WHERE SL.. - ?-F<ob./nl 5 vg 5oli~ ( SOX 1 2 PVC INLET P'PE o o ro � o co C3 Co 0 + ALET IPE E08 0 Of FT/FT OR PUMPED SYSTEM � M'd C-,g� �, L- --r--1---� "� 0 0 0 0 o co o o a a Y ' NOTE 3 FIRST TWO FEET OF PIPE OUT OF OIS` 4 LEACHING PIT TO ' BERG BOX TO BE LA10 LEYEL �. a 0s� o 0 o c� c� c� a a W1'HSTANO H-10 L()ADiNG L�r MA. L • •• PRECAST • PAVEMEN-, RIYE ' R PLAN VIEW —_ --_____ 1 UNLESS UNDER 1. �v 5ori1G PRF�o.,T SA / RE � � Gv• O � Lu � �� 3/4'�TO 1-1/2" a o c7 CO O C� o �, o TRAVEL EU WAl WNE.REIN F";NE -MEN '� \ /". GRv %'k ' 6 7 i DOUBLE LEACHING PIT �o N-20 LOADING 13HA,I r r xppq Y wA5HE0 00o v c7 ono 7 5 cM PROVIDE • - v STONE z' �TrrJ�i 4 F NE5 WATERTIGHT I I► lnt+ fine%' r �OINTSt/pp) _1 t' •,• W j a o L3 M G o o a o b If [ t 1 00 - A INLET Na» T I ► Am � • 'a C7 '7 � _ C7 O a `�L�J �• 4 OUTLET ; 1 -- - I �_ 1• •1-__tZ'' �. •, 'L------I ---- - ' I �--- --� ,' .�► __ (o' PIA -..1.. 2 s 91 . I NA - CROSS-SECTION •CJ CROSS-SECTION BASE '>�"'-a- i • 1. I I _�$455; 5ECt14M_ GATE DATE DATE: DATE SEPTIC TANK DETAIL.NOT TO SCALE � INVERT ELEVATIONS TEST BY TEST BY TEST BY: TEST BY ' i76,' N A. H AS _ -Iri +E/�1 A H44 NOTES I SEPTIC TANK SMALL SE STEEL 4INt ET ANO OUTLET TEES TO 8t AST $RON OR INVERT AT BUILDING ��"�� WITNESSED BY: WITNESSED BY WITNESSED BY WITNESSED BY REINFORCED CONCRETE SCHEU 40 PVC TEES TC BE RED UNDER ! � . E "OVER ! INVERT AT SEPTIC TANK(In) _ 12 •J 9 _.._ JEA R ( GvNNin!(a JE2K I DUNNIN 2 SEPTIC TANK TO WITHSTAND H-10 LOADNNG I �o L -� - --- UNLESS UNDER PAVEMENT, DRIVES OR I INVERT AT SEPTIC TANK (out ) PERC. RATE. PERC RATE: PERC. RATE: PERC RATE TRAVELED WAYS,WHEREIN H-20 LOADING G2.1}9 MIN !INCH _ _ MIN./INCH 3 vp) 11"icH MIN./WCH SHALL APPLY INVERT AT DIST BOX(In) - - - 3 ALL PIPE CONNECTIONS AND CONCRETE w►w»OLt COV[e INVERT AT DIST. BOX(Out) CONSTRUCTION TO BE WATERTIGHT eepuGMT TO Ilse» ONAo=. --- -- - ` � INVERT AT LEACHING PIT DATUM: t II My�a _ BOTTOM OF LEACHING PIT 55-i7 A S G S MAXIMUM GROUND VERTICAL D TUM: L �� "" _WATER• �[v[L b WATER Ty_ _ ELEVATION ION wowNA� r - -J- _ - - - - - - - - OBSERVED GROUNOWATER BENCH MARK U S E D I i IrLt T Tit I -i _ E L E V AT 10 N I r .•tc•sr — 1 . __— - - I ' I •. Tc�WN �'F I�ArzNSTA�LE - �3C> MULE � I - • f -J L _ ------------------ -- ------ -- •,.abf" Ao,TON OM LtVIL 9T.eL[ eaTt .�! - MAXIM:.JM ALLc�W�.P�LE- D15►G1-�AR!�� aF SsaN1T�f�`( �EWAG-1[✓. •`' r-Iv r. 330 GAL. F- 9 AGF--,F— I•z PAY PLAN VIEW j CROSS-SECTION VIEW ALLo W E-t� :.. 2 _:.� A� x 3 3 o G,�•�.�AG = �c��. GAL- _ ___-_--- PfZ0 f�C>>E G = 7 q�! GAL . ��EE D E.�G ri G L'•1"(�R t a; r_____ ____.___----.--__---- _____.___-`_. 7q�i < c2 DESIGN CRITERIA: I DESIGN FLOW: DRY GI067p6 AIzEA- 12674 5.F x 52?C�IAL 10004�- ` -J ---- -- - - --- -- ---- c7FFiGB AREA_2061 -5.fr x 75 w►L.�I000 s.F-' �a,D -- — _ — -- - - I Z°101 c - - REQUIRED SEPTIC TANK: I� 199 c,�.L.x 1,5 = 1198• S _ GAL. SEPTIC TANK PROVIDED: = loa GAL. I I SIZE OF LEACHING FACUTY REQUIRED DESIGN PERC. RATE. 3 MfNJWH MANI4oLE G�,• i=�` ApJ✓:;E3� Zpe,.O GAL_./h X �$Se, SL dip -L, To : A. r- p r PM L C7.a.[� - ---- - 2'M1lJ. OMF' TE' - -- -- _ `I�IZ GAL�tZu1•IIT'S?8$•'� _ U fz.a•v t_L ItJLET FRcaM SIZE OF LEACHWG FACILRY PROVIDED: Z„ FLU - (a -0,1 �I�• >< Co'-�'' H GT►+ w/ 21 STnfJf� GASOLINE AND SAND TRAP --- 1 KMCPAL CONsTWJCTM WTCS No r� F= aA^T ALARM To L.a. ►vFw u. a` P,�,�► = T�e_X-Ji = 111,3 Nt1L�T � • - - �E GGI�INEGTEG T' ouT`�I�E Ft-aAT ALAXH = 1885•f°` v.. •e r Lma•te elwo" er euae+•e •' !-f+ !•I h• 4. r6.e. If • to rwT Te w t?` I pTo, a t� A EA = TI Ra a 3.1 'c S = 9'S f3. TT M R 14 .04e9 •t. ew�w »aY[ C.frT reLi A' tf+ i-I N �IMl+lc.`A►.LOWPFx.�L� Loo.ylNGf = 8S�A "0" co.te ww" a Heys r MON �� It-IV t� � G� T r1 G 7� R GG It-cI ot4T r LOCATES -•e.ot a e16.Lr.e N•w-I it-If tic 4-0 1 '1 a•tw�are awat K aoT use T»M t�ou o I to i na ! t ,-•+ '•I ♦` L{o x?� S Z II Lever Trsb• 5.0 ' AG I.1 YG KA W L 14 Lae�:I N Gf � 9 TK Cafb♦ safe snKL st e0 LOCAT'te ra» e111100 3 Gums r10itL t[ ( --- boo C0.6vinu T[e T"T sumac[ -Alan s.aftL ON r 44644 FO teEVACiLUDIED --..Y-- ♦co t-• tlr . � - a+lt T r'+ M t a<l e! •T LEAST T ►sue eY f�1 �� r-ir tw r.c t e • ' �� I G -- K1ls ae0�•t nOwal M�teILK. s 41 a 4r f•wo r•t ♦ •• .:,a ... _,. - .' .. -.-_._. - N !/3 � 'I �'.F^-� �I G - -•a•s ,,.e"T To IeOST Ow w..r. V l-r1-� .�! N `� � I� T eoalbo"k Q► iixv f.na at aT LCAST T-Kc 1>*T' 0-ow K !:t rut "LOW V•a sumam. 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ALL i 1✓E�1 C�/AT];D .J N D E 1'AV EM EN T SKCstcArvot row eer[aL•. 11"COL cases OSWtaleLooereeouwTY1•etetL.a pry ''2v.v!✓;,i~ ;�IA`f -= HALL ESE an Ca•aTlon a• 6"".L at V"Orm eT "q LOCAL auTw10e.1 •911. aae 1M aYTl0elTlee OF ` � Er�ULE -4G oFK Ealaal "` m-•oa.•trnl or reea.o„ecTTsW11 ' (a) Hubless C.I.soil pipe and fittings with approved coupling Amour Is* s�"r`"e �Ce (b) Service weights 4oI.: pipes with approved resilient gas- eor» ♦aI•Ts o.aLL R e.Teexe e«ite- kets or lead and oxxun joilnts. e• .move NOW. an a aa+Porte (c) Lxtra heavy soil pipe with approved resilient gaskets or tT TK LOCJr we TK "O"M IT11ee Or Aa w r"WJAMTTL lead and okuo joints. P R O1 F( ) - --- PROJECT NO �1DATE � � 1-41 F'.', W I Lit, I A N-1 S CON]. PAL � DRAWING N F 2- SC A L E A5 -5,14oWN _ 10 19 i YANOU•GH RD., RTE. 132 HYAN NIS; MA.02601 ' �''(L�>`{ NIS , (✓�A��-..�% . DRAWN � -- - ----- -- '. . ■ PLANNERS • DESIGNERS e BUILDERS � TITLE �� � �� �/ -I-,v. � ` APP D BY : NO. DATE REVISION ew