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Home My WebLink About0626 WEST MAIN STREET - Health (4) SST STENBECK DOM1lrrshlleld Since 1951 AND TAYLOR , INC . PLAN C.APE FISH & LOBS Registered Professional Engineers & Land Surveyors 844 Webster Street Suite 3 Marshfield, Mo. 02050 781-834-8591 Fax: 781-837-8238 Parcel 249-9 249— 133,9 ' 132 9 Steeple Street P.O. Box 630 Mashpes Commons, Mo. 02649 508-539-9300 Fax : 508-539-9301 ROPOSED S1 E TER 5 p� Email: adminOstenbedcandtaylor.com W14 www.stenbeckandtaylor.com Applicant: John Cardarelli 111 Holden Lane W. Barnstable, Ma. 02668 Tel: 508-726-1202 wner: Charles Rondo Jr. Bamstable, Ma. 18 RosemaryRoad Dedham, MA 02026 December 3., 2007 Revised 28 R0 Dec 125 2007, Jan 22, 2008, Feb 28, 2008, July 3, 2008, 1Vlay 28, 2010 July 26, 2011 �o �� FALMO y'uT �O ,.. PINE ST LOCUS i t�} rl LOCUS MAP (NTS) rl . T � P Ta��le Of Contents '`n �• ..n:,J ��., ;- ..n Sd :.': ,�,...:, r '{JI t .r. :_c. } e L 'Nr. .:;4 ..;_:,. :,�, ,�.. ^ / � ' ^. , " .•., � ,,.:� .: :,....; ,E .; , , M1, :, .;+,,, <py, i i ,y.,, ,L ' t�di" :,, � C ,.. \hee- Cover Sheet/LOCu�. : .... ,., :w�},•.>rl&+.,,�P.i(f'w:+•�, '{o;�-J ."':',fit• ':�: � , "?r'Ytt' �:'9 yap ;.�..,.', e�1'•I}' y;:,'; W .ks<I�ri+dl�. .tF -:.P4ruikr at .., v� �f. ' t .� "id+ �k,i�".. „z,�,#wS�•: ura u4k. :'. a ,Fri, , ,,.y , rr,.yj��, Jy��a _ yry� : Y. n .. s#'., 1 d ..'G, _.: `J tl .'?fj'p , ` ': ..:.. ^' �s f'!S'1 , ..�. rir' , � r9^: s.yyy,, f ..:... 41111111111101C ,j].. ,, ffyy�FY . (i'i,�r.. 1. .,. r^ 'y# 7§.• y.r,� ,l',n :� :S..Y" J.AP ✓ IG d s ,{t •.," ^SY.: .5 .. ri 'i,•,s , �P Sheet 2: Existing .,. ., Conditions Plan a,�. .r. Exta>#:; a•P: wt �ii^. , 'v'• t� ,a+, r: r e- '{: h Rr s t •. A r vi r 1�'R ..:. t .,HP.....•{!!4 z,w�ua.,:aq ,.;.I� � :... �;::�7,:: 1 S T MAIN S TREE , ,.,... .,. ,,:. f o- � �P ..-t .dad. ,t. f � �w �, ea.. rc M., '... .F 3 1r �t+ `#. �, �Er �•�+ ��rir +A ro{. y±�v7.: Sheet _7. Lotting Plan I i , ` P ! 4: 4 E � � ,. ., �` . � . .: .d. � . , , . _ , . .: emohticn Plan :.^T ,lU'WYRk. ` W: :W1G , !� y . Y �` .. :,, ;�4,,re�a+ ::.. �'tr ,.,.aA,yp%M., rr ,r .:.y�aru , Developed Conditions p : o ed c ndit� r y{ , t!}�, y g � _ Plan 1 :. '# �J o s , ,uk. . d A .i a. a ... �. ..: :. .- ,-, ;r--... . .d)•k ,qa 6 ,a a �gfaP.ts :9ft�k 5.�.,,. ,fk- # .... .• •u.},'.€ ,4 .I �! , � r � r i ,,- �F»t,fit. E � ; � E� �1 �_ � . ,� , . ,: , y#, , + z � r � CAPE FISH & LOBSTER >fi� _+ ` � '� [ l,i w ., _ �- ,9_ „14v �� .t�#e<di -: ,. ,. ,� .. , � # , , r , 'I�, Sheet o. Proposed Sewer Connection Plan �. .,•3a n, �,«Pea, .��.w, � sw � ,,�$j ,. ,. Y '`H#H aY" .: P� 5F v,N,1PPi{# x„ iN,ad&�.r,rt,,.:l•Yn; ke 1 ,t AF. „iuY� t,� ., :- 'M .. :, ..• ., ... ..:,. t .:.... ..... ..... .. _..,. ., _, ., ", ,...... PE . .� �.. � "'rx++4NBE - E s , :rue3;,P:i.» d �:9 z,,. ,., •yet. r.:! s.. ..: n.. ,.. c r, i. y.,;,.,w. ,,. , .>r... ,.., H N x. :,,.: - .,..,: ... .. ...:.... ,...,,.., ...... ., .., - : .I .. ,... ". „. .. .. G.. „_ r. ,.. „ -. ..sP3..ys. �. a .. ,ix< , Vs,. , ::rto-, •. Sheer 7. Proposed Grading And Drainage 1a11 . . ,. �. i` :u . . :.. ;-, P 6 WEST MAIN g ,� Dralr S1•Y # P .kW49nEJNhttN 4..,.. ,...x.H yp d •s+ : - t... S1 ".: Proposed 1 Q , w Sheet Pro osed Landsca lr, Plan rH ._ ,N_. ; .... .,rx, .dY ,.:.: ,.ds ... , .:, t' 1"� r'S .,... .,.. .. a il . e5 , w- # x S a� a`7 b a r y: She, �Co lstrt�ct�on Detail� Plan BAIRN STABLE MA : r ,�, ,� . .'�, ,. dx .ram: µ'�"-•,., ,....,r"."� ,. �.r '�'` s, <. I r� 1. Dec 12 2007 Revisions R due to Growth M mt.Dept. Review p., . ,.,,_ �t..�� ak a. ,, of ,. : ,. ,� „�: zil,,. QY # 3. Feb 8 2 2008 No Change r.. 9 M ,4 !N r Y. +k i � NnPr,.3 L „s.r:r..n fuN�W .P^ r. 4 #•i, �.n LMki#' ,hW�AG,4z d .�id,. A�: .. ,ar ,a,e.... rR,r Re .+iF .4a , ,,:,, ._ 4.J : _. > , � � . ..,. , .,.,»ate,• , w,,, •J�a , . ... ul 3 2008 No Change UL ,.:.:I :.I � ; : • :r<. ,'ah. ,:� , r a _ �. � I, r r, 5. May 28,2010 No Chan e I , -ir�,!I ! } I i "�. t : k i• t rl -: .�.. r,. r' t• r 9 F, 6 Jul 26 2011 Revised Rain Garden roof drains Sheet r 1 ! i - �, �• r.. 4 ur:,.t1%Kmr H,.y- ,a qr'. ,t: .. �� 'der. qe.. ' ,. ... ...,Via,• .:. {�((i � w s 1 t I 6 � r ,..,.. i��l �s1};.. �Ez I ,t s;^'�. .. ,,•.,r„ 1F. -,r I '• :4 i ';,f,=:», d,lYe tF': REVISIONS yyFF V 41 # REVISIONS r r,.. ,,i ,. �.,• � ,. , ilv4M.u.tfMagja5Pikrip{1PtzPar4#Yfh3 Hf1iMcN1EiltH.ma ,,.,.,L 3-N , 51rAxic n hz«..+.'F.-•....ltf:,sartePH :i1Ea:Mekrs zY1A+ l ,P, tP�Ei,L"9E,�R ' > >r.:. .. t 1�14 �l�a; }KIEta_, iwn4auaaleE,anr.ttPanruan stt t9t, r r mess r �5 s ) ry L mall. e 4Mf .. _.. ... a ._!.:..d ,yp f.. ,:ir.... .t... ... ,... a+ I .. .,..,,,.:. .:.r,...-#.,r•.. <:.,. ,,. ,..2a. '., `, Iw.tik SAIL `"tv��'". wf PM BJT CHECKED WM 8 TN DRAWN JM JOB No. 7294 DATE December 3, 2007 SCALE As-Noted I Certify That The A ccuracy Of The Locations Of The buildings, Setbacks, And All Other Required Dimensions, Elevations, And _)leasurements As SN OF Mq� Shown On This Plan. o WILLIAM o JOSEPH IMcGOVERN y / l ✓f l v o� d (� Cover 39692 ` % n "�oFEccioNPOQ J� aG a �i °0 � 61 �. Sheet Date Registered Land ;surveyor • DRAWING TITLE D to Professional Civil Engineer cm 1 DRAWING No. l `J n l� 1 kZj U NOTES d S_ T STENBECK d 1. ZONING: HIGHWAY BUSINESS (HB) do RESIDENCE (RB) I PROPOSED USE: AND �mm�* PARCEL 11270-20-2 �$ QB Lot A Lot B DUNNS48 MART ND ROAD 2. MINIMUM LOT AREA: 40,0009.f. 43,5609.f. 40,034 S.F. 70,044 S.F. TAYLOR , INC * N/ 0N F GAIDE MINIMUM FRONTAGE: 20 20 179.35' 135.09' orsl E i Registered Professional ssonan Engineers & Land Surveyors MINIMUM WIDTH: 160' 100' 178.37' 125.90' g 9 y MINIMUM YARD SETBACKS: 844 Webster Street FRONT 60' 20' 53.7' 67.0' Suite 3 SIDE: 30' 10' 3.4'(Has) 39.8' Marshfield, Ma. 02050 REAR: 20' 10, 29.1'(Hse) 295.5' 781-834-8591 Fax: 781-837-8238 MAXIMUM BUILDING AREA: 30X 11.4X 1.8X 9 Steeple Street MINIMUM OPEN SPACE: 85X OR 50X 42.1 X 86.6X P.O. Box 630 TOTAL BUILDING COVERAGE: 11.4X 1.8X Mashpee Commons, Ma. 02649 PARCEL #249-96 TOTAL PAVEMENT COVERAGE: 46.5X 11.6X 508-539-9300 Fax : 508-539-9301 51 DUNNS POND ROAD I TOTAL IMPERVIOUS COVERAGE: 15X OR 5OX 57.9X 13.4%N/F PAUL C MURRAY Email: adminOstenbedcandtayior.com PARCEL 270-20-1 www.stenbedcandtaylor.com 3. THE LOCUS IS LOCATED IN FLOOD ZONE C (AREA OF MINIMAL FLOODING) AS SHOWN ON F.I.R.M. MAP' NO. 250001 0005C 38 DUNNS POND ROAD DATED REVISED AUGUST 19, 1985 Applicant: John Cardarelli CBDH(FD) N/F JOHN F GAIDE ' 111 Holden Lane N52.31'10"W '• •\ 4. THE LOCUS IS LOCATED IN THE GROUNDWATER PROTECTION OVERLAY DISTRICT (GP) W. Barnstable, Ma. 02668 300.08 5. THE LOCUS IS NOT LOCATED IN WELLHEAD PROTECTION OVERLAY DISTRICT (WP) Tel: 508-726-1202 Owner: Charles Rondo Jr. 1 6. DEED REFERENCES: LC CERT 156190 & DOCIJ04513 18 Rosemary Road Dedham, MA 02026 7. PLAN REFERENCES: LC PLAN 110614B, 10614E, & PLAN BK 202 PG 77, LC PLAN 110614U 8. UTILITY INFORMATION SHOWN IS BASED ON BOTH A FIELD SURVEY AND THE LATEST PLANS OF RECORD. THE LOCA77ONS OF UNDERGROUND PIPES AND CONDUITS ARE APPROXIMATE ONLY. I f='m CFL 249-132 R 28 SO PARCEL #270-21-2 O o �!y FALMO Q` 0 30 DUNNS POND ROAD o ' N F WELLS FARGO 0 o6 BANK NA r �' �16 �� o h't1 T ERIAL PIL_Ly Z o' U7 w t! I-- PINE ST Z rn cr o0 0 \ � m LOCUS _ = N52•3i'10"w - ! _ _ LOCUS MAP (NTS) 178.37 • vid New I Pole Light I PARCEL 270-21-1 P e 20 DUNNS FOND ROAD * a rn __ �..� _ proximate Zoning Line _ Zone RB � � , N/F GEORGE T COOK Zone NR�] - o ; ► D_ ,,T- ;�, :�:� t CAPE FISH & LOBSTER 1� EXistlnc 626 WEST MAIN ST i,i I::Nt ! i.)`;CIf?f��S r^7 I BARNSTABLE MA 00 be CA RCt.c�tf) 7 Lot A w EDP 40,034 S.F. 4tcarl o 01 1. Dec 12,2007 Revisions due to Growth Mgmt. Dept.Review Ctt 2.Jan 22,2008 No Change I, pcfa 3. Feb 28,2008 No Change q--95 i Cate' 1 r- • ._.l L f ' _.,. f 'If 4 PARCEL #269-4 4 July 3, 2008 INo Change _ __m_ ft. � { �� N- PAR 5. May 28, 2010 Added Land Court Approved Lot Lines And N �iLL E i till 610 WEST MAIN SREET i l Adjusted Notes and Added Soil Logs t 1-- _ 't �j I I N/F JOHN F GAIDE !iohts fc Rernuin_ ss� f 6.July 26,2011 No Changes to this sheet. to � Iq(7 f ;r1.4'tll'TQ ? t?'°I'' f •: rtl j (I<, 3s, f7?•¢?tI) ' PARCEL #249-94 ' 744 WEST MAIN SREET 1 " c'r y ' ti I' A Restaurnt N/F TOWN OF BARNSTALE _.. _ ...__.,. a -- BARNSTABLE HIGH SCHOOL Porch Existin Pole (i Ugh To .To REVISIONS Remain ! Ij IG, L H OF ILK i-IT ' WILLIAM yc�n JOSEPH m 4 ry ' McGOVERN „ 39692 CBDH FD __ �30.09 I ____._ f t �� °FE 'JU l /�:JJ 105.00 :, �s7c r 'LO SU I MHB I'4 18'12'3(�NW 209.44 CALC) 208' (DEED) " ,. �I -- _ ivYB'12 30 ri r .. i� r.JltL1�It' Y�C71�C cif 4j C�,(.:. PM BJT WEST MAIN STF,, EET'- r. . � _- DISCONTINUED STATE HIGHWAY LAYOUT 80 SOIL DATA CHECKED WM 8 TN DRAWN JM WIDE C'ilirnr t /'Y �(.r� PR ,.:' SCALE 1" 4' NOV. 6, 07 JOB No. 7294 DATE: i EVALUATED BY Tyler Nims, P.E. STENBEC'K 8r TAYLOR, INC. : ._.........,_.._.._..._�. _ .` _,.....� ��g4 SCALE 1"= 30' - - DATE December 3, 2007 BENCHMARK: CONCRETE I s BOUND W DRILL HOLE ' 1 {. R�. w . ..,, �,, . �. STAR MARKET i e• LO4AfY SAND SAWY 81.2 a say / � - ENTRANCE . LOAMY SMID ELEVATION 53.09 M.S.L. 241 49.7 30• 48"9 ._..- .----•._ .. _ . SAND COARSE Existing SMID Conditions 72• 4&7 M 4&2 M• 44.9 COARSE COARSE�• SAND 417 SAS FOIE DRAWING TITLE f00• 43.07 SAND FIM SCAL SANDON NO 1 " = 30' • " NO WATIM .9 144 �� 39.7 138 � C=2 0 15 30 60 90 120 /-� _ DRAWING No. l `1 /� l" J NOTES STENBECK M.,"e S �T g , , 1. ZONING: HIGHWAY BUSINESS (HB) & RESIDENCE (RB) PROPOSED USE: �* AND 6El�l118EQ EXisnNc PARCEL 11270-20-2 HU � Lot A Lot TAYLOR , I N 48 DUNNS POND ROAD 2. MINIMUM LOT AREA. 40,000s.f. 43,5609.f. 40,034 S.F. 70,044 S.F. C . N/F MARION F GAIDE MINIMUM FRONTAGE: 20' 20' 179.35' 135.09' orsineers � Land S Registered Professional En Surveyors MINIMUM WIDTH., 160' 100' 178.37' 125.90' g g y MINIMUM YARD SETBACKS: 844 Webster Street FRONT: 60' 20' 53.7' 67.0' Suite 3 SIDE: 30' 10' 3.4'(Has) 39.8' Marshfield. Mo. 02050 REAR: 20' 10' 29.1'(Hae) 295.5' 781-834-8591 Fax: 781-837-8238 Street 3. THE LOCUS IS LOCATED IN FLOOD ZONE C (AREA OF MINIMAL FLOODING) AS SHOWN CrN F.I.R.M. P.O. Box 6 9 Steeple St MAP NO. 250001 0005 C DATED REVISED AUGUST 19, 1985 30 PARCEL 11249-96 Mashpee Commons, Ma. 02649 508-539-9300 Fax : 508-539-9301 51 DUNNS POND ROAD 4. THE LOCUS IS LOCATED IN THE GROUNDWATER PROTECTION OVERLAY DISTRICT (GP) Email• 9-930admin0stenx : 508-5 9-93 N/F PAUL C MURRAY PARCEL 270-20-1 www.stenbedcandtayior.com # 5. THE LOCUS IS NOT LOCATED IN WELLHEAD PROTECTION OVERLAY DISTRICT (WP) 38 DUNNS POND ROAD CBDH(FD) Applicant: John Cardarelli N/F JOHN F GAIDE 6. DEED REFERENCES: LC CERT 156190, DOC1104513 111 Holden Lane � W. Barnstable, Ma. 02668 N5 300'101N 7. PLAN REFERENCES: LC PLAN #10614B & 10614E, And PLAN BK. 202 PG. 77, LC PLAN 10614U Tel: 508-726-1202 8. PROPERTY LINES SHOWN ARE TAKEN FROM A PLAN FILED IN LAND COURT AS PLAN No. 10614U TITLED caner: Charles Rondo Jr. 18 Rosemary Road OF LANDMA. (HYANNIS) SHOWING THE DIVISION OF ASSESSOR PARCELS 249-95, Dedham, MA 02026 N BARNSTABLE; 249 133,24 '9 13 A PORTION OF WHICH IS SHOWN AS LOT A ON LAND COURT PLAN 1 10614E APPLICANT. JOHN CARDARELU OWNER: CHARLES RANDO JR. SCALE: 1' = 30' DATED APRIL 6, 2009 DRAWN BY STENBECK AND TAYLOR, INC. 1 PROPERTY LINE NOTES 1. ASSESSOR'S PARCELS 249-132 AND 249-133 MAKE UP LAND COURT LOT A AS SHOWN ON LAND rlft.'1.l COURT REGISTRATION PLAN 10614 B DATED OCTOBER 23, 1934. 28 - 2. ASSESSOR'S PARCEL 249-132 IS A PORTION OF LAND COURT LOT A AS SHOWN ON LAND COURT go `c o REGISTRATION ION PLAN 10614 B DATED OCTOBER 23, 1934. PARCEL #270-21-2 Q 3. PARCEL 249-132 IS BEING DIVIDED INTO NEW REGISTERED LOTS 126 AND 127 AS SHOWN. FALMO 00 30 DUNNS POND ROAD Q N N/F WELLS FARGO c� BANK NA 4. ASSESSOR'S PARCEL 249-95 IS BEING DIVIDED INTO PARCELS Al & B 1 AS SHOWN. �o -o w co THESE ARE UNREGISTERED PARCELS. S�. �16 w 5. REGISTERED LOT 127 (FORMERLY A PORTION OF ASSESSOR'S PARCEL 249-132) IS TU BE 1 ; 1 COMBINED IN OWNERSHIP WITH PARCEL Al (THE REMAINING POR710N OF ASSESOR'S PARCEL PINE ST RED LAND. Z o TOTAL LOT AREA WILL BEv32,55 PARCEL Al ISI0. 467 S.F. = 40,017 S.F. LOCUS I o 6. REGISTERED LOT 126 (FORMERLY A PORTION OF ASSESSOR'S PARCEL 249-132) IS TO BE ``' COMBINED IN OWNERSHIP WITH PARCEL B1 WHICH IS A PORTION OF PARCEL 249-95 AND « IS ALSO UNREGISTERED LAND. r'31 TOTAL LOT AREA WILL BE. 72,833 S.F. + 5,710 S.F. = 78,543 S.F. LOCUS MAP (NTS 31 ' - - N52' 10"W - — - - - - - - 178.37 PARCEL #270-21-1 P vt'de ,thew Pole Light o `� 20 DUNNS POND ROAD proximate Zoning Line — Zone RB_ _ — — — — — — n N/F GEORGE T COOK ZoneHB .1. _... ,1. .._.... ._._ .,-_ r.lr; t1 'I�;! 4'Y _...., rn.,vj' .... ()8 00 o �, -; d CAPE FISH & LOBSTER 626 WEST MAIN ST ( I-If)(1,a4 lise be N �r. BARNSTABLE, MA Lot A 40,034 S.F. t h i DO r— I 1. Dec 12, 2007 Revisions due to Growth Mgmt.Dept.Review r,rj 6 t)t 2.Jan 22,2008 Added Spaces to Parcel 2 24 h/19 i Z 3. Feb 28,2008 No Change 4. July 3,2008 No Change Ft�? �"f 30 W �.....__..._.. f . . PARCEL #269-4 cy .__-- -_ { t t 1 _ LL 1F_ t li 610 WEST MAIN SREET 5. May 28,2010 Revised Notes I ` 6.July 26 2011 No changes to this sheet i►� n l ., Ey:st, 1�'otl sY+��+��, �! t9 �' N/F JOHN F GAIDE y g V) Slob PARCEL #249-94 744 WEST MAIN SREET 1- 1/.2f."r 411 fl IF , 1.:'c�il j I',apF;r Restvut�r rP N/F TOWN OF BARNSTALE BARNSTABLE HIGH SCHOOL Existing Pole Ugh To REVISIONS v Remain �: ,,•� .2WILL o�� OF OSEPH ^� McGOVERN to t 39692 CBDH FD 179.330.0.E 11 i 105.00 11 v H° ss�NP �. Ks Fes"• D S •— MHB N48'12 30"W 209.44 (CALC) 208' (DEED) —• •— N48'12'30"W -- -- WEST MAIN STR EET PM B.►T DISCONTINUED STATE CHECKED WM 8 TN DRAWN JM HIGHWAY LAYOUT — 80' WIDE JOB No. 7294 DATE December 3, 2007 SCALE 1"= 30' BENCHMARK: CONCRETE STAR MARKET BOUND W/ DRILL HOLE ENTRANCE ELEVATION 53.09 M.S.L. Lotting I CERTIFY THAT THE BUILDINGS SHOWN ON Plan THIS PLAN IS BASED UPON AN INSTRUMENT SURVEY PERFORMED BY STENBECK & TAYLOR, INC. 1 DRAWING TITLE SCALE 1 " = 30' REGISTERED LAND SURVEYOR DATE C=3 0 15 30 60 90 120 DRAWING No. n in .,,, ei* Ur S T STENBECK NOTES 1 Since MI 1. ZONING: HIGHWAY BUSINESS (HE?) & RESIDENCE (RB) AND PARCEL #270-20-2 PROPOSED USE: I do REQ 0 TAYLOR , INC . i� DUNNS48 ROAD 2. MINI MUM LOT AREA. 40,OOOs.f. 43,560 S.F.4 N/ MARIONOFDGAIDE MINIMUM FRONTAGE: 20' 20' Registered Professional Engineers & Land Surveyors MINIMUM WIDTH: 160, 100' MINIMUM YARD SETBACKS: 844 Webster Street FRONT: 60' 20' Suite 3 30' 10' Marshfield, Mo. 02050 SIDE: REAR: 30' 10' 781-834-8591 Fax: 781-837-8238 9 Steeple Street 3. THE LOCUS IS LOCATED IN FLOOD ZONE C (AREA OF MINIMAL FLOODING) P.O. Box 630 AS SHOWN ON F.I.R.M. MAP NO. 250001 0005C DATED REVISED AUG. 19, 1985 Mashpee Commons, Mo. 02649 508-539-9300 Fax : 508-539-9301 PARCEL #249-96 4. THE LOCUS IS LOCATED IN THE GROUNDWATER PROTECTION OVERLAY DISTRICT (GP) Email: adminOstenbeckandtaylor.com 51 DUNNS POND ROAD www.stenbeckandtayfor.com N/F PAUL C MURRAY PARCEL #270-20-1 5. THE LOCUS IS NOT LOCATED IN WELLHEAD PROTECTION OVERLAY DISTRICT (WP) Applicant: John Cardarelli 38 DUNNS POND ROAD CBDH(FD) N/F JOHN F GAIDE 6. DEED REFERENCES: LC CERT /56190 do DOC#104513 111 Holden Lane W. Barnstable, Ma. 02668 `-" 7. PLAN REFERENCES: LC PLAN 110614B & 10614E, And PLAN BK. 202 PG. 77, LC PLAN 10614U Tel: 508-726-1202 N52.31'10"W Owner: Charles Rondo Jr. 300.08 8. AREA OF PAVEMENT AND PAVERS TO BE REMOVED 18 Rosemary Road AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. Dedham, MA 02026 9. ANYONE WHO EXCAVATES ON PUBLIC OR PRIVATE PROPERTY MUST NOTIFY UT11LIlY COMPANIES AT LEAST 72 HOURS PRIOR TO DIGGING, EXCEPT IN AN EMERGENCY. THE EXPENSE OF REPARING DAMAGED FACILITIES GOES TO THOSE RESPONSIBLE FOR DAMAGING THEM. NOTIFY DIG-SAFE AT 1-888-344-7233 TO MARK FACILITIES CIN THE GROUND PRIOR TO EXCAVATING. 10. UTILITY INFORMATION SHOWN IS BASED ON BOTH A FIELD SURVEY AND THE LATEST 26 PLANS OF RECORD. THE LOCATIONS OF UNDERGROUND PIPES AND CONDUITS ARE APPROXIMATE ONLY. RD l o - -^ q�`�• PARCEL #270-21-2 FALMO l O 0 30 DUNNS POND ROAD o N/F WELLS FARGON N BANK NA o6 PINE ST �>O �+4 r r I F --- 6'>�y�' o ' n y _. � w to LO {J . o LOCUS z d LOCUS MAP (NTS) N52.3i 10..W i 178.37 Existing Shed r- PARCEL #270-21-1 Tq Be Raz d b P ride New to Light 20 DUNNS FOND ROAD n N/F GEORGE T COOK CAPE FISH & LOBSTER o �P T; �T Shed d Q : L�J _ 626 WEST MAIN ST Existing Trees Ip Existing Dum 3orster Post g 4% Enc►osures De c N Existing Fences To Be Removed BARNSTABLE, MA Existing Building I Removed To Be Removed To Be Razed I Existing w Lot A � --*--Tree Too Existing Gas And Water Services To Be j., ,,. t - > ost Disconnected From Building And Stubbed —�� 40,034 S,r. , Remain •• man Requirements For 1. Dec 12,2007 Revisions due to Growth Mgmt.Dept.Review Per Utility Company y q 2..Jan 22,2008 No Change Septic Tanks I J Existing 'rN. Future Connection To Proposed Building ExistingPumped And • g 3. Feb 28,2008 No Change To e Removed In Accordance Sewer e • ev R 15.354. Un@ TO Be • � �o -_• • 269-4 PARCEL 4.July 3,2008 Curbing To Be Removed In Front of#644 With 310CM / Replac d � • 5 TIo Be Removed ExistingSeptic Tanks And Sewer Line Existing Pavement rr I,, m.-_•._. 610 WEST MAIN SREET N To Be Removed f :,r 6' St cka de ' N/F JOHN F GAIDE 6.July 26,2011 No changes to this sheet. M See Note8. r��de�r,{ j H Existing Building Existin Fences To Be Razed To Be @moved Existing 1626 v ��rr'i► ;�r,1 a1 a I PARCEL #249-94 xl.}►�r � ;.1. �, �._.__. 3'PO dcRAIL ' I 744 WEST MAIN SREET "I.nrl ( over" ` ool'-.TlI _ } j --- N/F TOWN OF BARNSTALE Poo C 11 T + REVISIONS O O BARNSTABLE HIGH SCHOOL , .. - �,. . Walk & / ExistingPole � ...-. ;_-F�. 1 � � �' ._ �, Conic ��_._.__..._ .. ;' - �— + Plante Ligh To ! I Remain I Existing C u Removed \,k of ,j„ �N of l I Stops Be 5WILLIAM ' P �� I Existing Grease Trap Arid Sewer Exfsting 6urb" �, y Remo ed Exfstin Sewer Connection ` TEREtlC �� JOSEPH yN To Be Removed g Connetrons To Be Removed Existing cl CGOVE ";� Existing Leaching Basin I .•� To Be Reconstructed Sewer Line To Be Stubbed At Street ° McGO 92 7 To Be Collapsed And Filled In � � 5 � Line Manhole For Future Connection _ ssss2 I Lai Be•h .. `A�vFEc�,oNPQ To Proposed Building _b r 4' qN0 R�yO 0.09 II �' I 105.00 I I `�Tiy-+t•T�i Y= CBDH FD r Mr a N48"12 3�1"W 209.44 (CALC) 20P' (CEEP) 9 N48'12'30"W -' Existing Tree ro __.�___ ___- __.__ Remain � .—,sae?.: PM BJT WM 8 TN DRAWN JM l r t t € Existing Curb Remain To Remain CHECKED WEST MA N STREET�'� To Be Removed DISCONTINUED STATE HIGHWAY LAYOUT - 80 WIDE C`r`rirr3, JOB No. 7294 E L. SCALE 1" 30' - . . n- _ DATE December 3, 2007 ,� f M .,6 STAR MARKET BENCHMARK: CONCRETE :r__.ry -.. . .� ..�. _.� x. ..- �� -� „ �� _. .- x k _, ENTRANCE . I � �. E R CE BOUND W/ DRILL HOLE ELEVATION 53.09 M.S.L. �e/�'�OI/i'/On Plan DRAWING TITLE SCALE 1 " = 30' C=4 I M - -- I 0 15 30 60 90 120 DRAWING No. l' J v U j NOTES . ;yea s . T STENBECK since 1951 1. ZONING: HIGHWAY BUSINESS (HB) do RESIDENCE (RB) �.;n AND 1 PROPOSED USE: PARCEL #270-20-2 8EQ1118EQ PROPOSED N DUNNS POND ROAD TAYLOR , I N Ctia50 S.F. 40 . 034 SF. 78 54 1 . SF./F MARION F GAIDE 2• MINIMUM LOT AREA: 40,000� S.F. 43, 6� � MINIMUM FRONTAGE: 20 20 179.35 135.09, Registered Professional Engineers & Land Surveyors MINIMUM WIDTH: 160, 100' 178.37' 125.90' g g MINIMUM YARD SETBACKS: 844 Webster Street FRONT 60' 20' 53.7' 60.4' Suite 3 SIDE. 30' 10' 31.3' 31.2' Marshfield, Mo. 02050 REAR: 20' 10' 115.6' 213.1' 781-834-8591 Fax: 781-837-8238 MAXIMUM BUILDING AREA: 30X 8.0X 7.0% 9 Steeple Street _ MINIMUM OPEN SPACE: 50X 50X 24.5X 74.8X P.O. Box 630 PARCEL #249-96 TOTAL BUILDING COVERAGE: 8.OX 7.OX Moshpee Commons, Mo. 02649 TOTAL PAVEMENT COVERAGE: 67.5X 18.2X 508-539-9300 Fax : 508-539-9301 51 DUNNS POND ROAD TOTAL IMPERVIOUS COVERAGE: 15X OR 5OX 75.5X 25.2X Enroll: odminOetenbedcondtoylor.com N/F PAUL C MURRAY PARCEL #270-20-1 www.stenbsdcondtoyior.com 38 DUNNS POND ROAD DATED REVISED AUGUST 19, 1985 3. THE LOCUS IS LOCATED IN FLOOD ZONE C (AREA OF MINIMAL FLOODING) AS SHOWN ON F.I.R.M. MAP No. 250001 0005C Applicant: John Cardarefli CBDH(FD) N/F JOHN F GAIDE 111 Holden Lane N52'31'10"W 4. THE LOCUS IS LOCATED IN THE GROUNDWATER PROTECTION OVERLAY DISTRICT (GP) W. Barnstable, Ma. 02668 Tel: 508-726-1202 300.0 5. THE LOCUS IS NOT LOCATED IN WELLHEAD PROTECTION OVERLAY DISTRICT (WP) Owner: Charles Rando Jr. 1 6. DEED REFERENCES: LC CERT 156190 & DOC1104513 18 Rosemary Road Dedham, MA 02026 I 7. PLAN REFERENCES: LC PLAN 1 10614B do 10614E, And PLAN BK. 202 PG. 77, LC PLAN #10614U 8. ANYONE WHO EXCAVATES ON PUBLIC OR PRIVATE PROPERTY MUST NOTIFY UTILITY COMPANIES AT LEAST 72 HOURS PRIOR TO DIGGING EXCEPT IN AN EMERGENCY. THE EXPENSE OF REPAIRING DAMAGED FACILITIES GOES TO THOSE RESPONSIBLE FOR DAMAGING THEM. NOTIFY DIG-SAFE AT 1-888-344-7233 TO MARK FACILITIES ON THE GROUND PRIOR TO EXCAVATING Lot B 9. ALL OFF-STREET PARKING SHALL CONFORM 7O ARTICLE VI OF THE BARNSTABLE ZONING REGULATIONS: 28 SECTION 240-56 SCHEDULE OF OFF-STREET PARKING REQUIREMENTS 78,541 S.F. INDUSTRY, WAREHOUSING, STORAGE, DISTRIBUTION, WHOLE SALE RD 06 Water Quality ', PARCEL #270-21-2 1/700 S.F. GROSS FLOOR AREA OR 1/EVERY 1.3 EMPLOYEES ON MAXIMUM SHIFT, WHICHEVER IS GREATER. 30 DUNNS POND ROAD FALMO o Swale V N/F WELLS FARGO PROFESSIONAL, ADMINISTRAINE BANKS`�' ^ See Detail �� See spillway OFFICE, , oo ;Sheet 8 of 8 / / 4. Sht 8 of 8 ry BANK NA 1 300 S.F. GROSS FLOOR AREA +1 SEPARATE SUITE o6>�ti RESTAURANTS, LICENSED COMMON VICTUALER OR PURVEYOR of FOOD READ) 1O BE CONSUMED ON OR OFF PREMISES (To Be Removed) w 1/EVERY 3 SEATS + 1/EVERY 2 EMPLOYEES + 5/rAKE-OUT AREA. I Inflltrotion Trench , to - 1 PINE ST See Detail ., LOT A PROPOSED USE RESTAURANT. z Sht 8 of 8 0 95 SEATS / 3 = 32 PARKING SPACES REQUIRED EMPLOYEES = 8 / 2 4 PARKING SPACES REQUIRED LOCUS / -- \ 41 TOT& REQUIRED PARKING SPACES FOR LOT A ------ ---------- --------__-- --"-' � 32 SPACES + 4 SPACES + 5 SPACES FOR TAKE-OUT = / 48 TOTAL-SPACES PROVIDED - 7 SPACES FOR LOT B 41 SPACES PROVIDED 1 LOT B PROPOSED USE: WAREHOUSING / STORAGE, PURVEYOR OF FOOD READY TO BE CONSUMED OFF PREMISES, AND OFFICE SPACE LOCUS MAP (NTS) _ WAREHOUSING / STORAGE - 6,121 S.F. GROSS FLOOR AREA. 6,121 / 7CO = 9 SPACES REQUIRED Overflow Structure 'B" ----------- -----� --' _ _-- , FOOD PURVEYOR = 8 EMPLOYEES / 2 = 4 SPACES + 5 SPACES FOR TAKE-OUT - 9 SPACES REQUIRED ---- ------ - -- 9-- ----I ) t; PARCEL 270-21-1 OFFICE - 982 S.F. GROSS FLOOR AREA. 982 / 300 - 4 SPACES REQUIRED See Detall Sheet 6 of 8 . ••_ 178 37 ------ - _ � � # P vide New Pole LI ht _ � � � � 20 DUNNS POND ROAD 9 PACES + 9 PA =__ r S SPACES + 4 SPACES 22 1br& KQWM 8A (NG SPACES FUR LOT B Rain Gordon V" v, _ proximate Zoning Line Zone f7B_-__ -- __ _ EO _ _ _ ►� ` 1 N/F GEORGE T COOK 15 TOTAL SPACES PROVIDED + 7 SPACES FROM LOT A = 22 SPACES PROVIDED fame (See Detail Sheet 8 of 8) EOP one , (:EDO 4 1 l 10. ALL SIGNAGE SHALL CONFORM TO ARTICLE VII OF THE BARNSTABLE ZONING REGULATIONS. C) I Lot A � 1 I Rain I 'f'� =j> � 4 Proposed R=2' ---c----D--t O 11. ALL EXTERIOR LIGHTING SHALL CONFORM TO THE BARNSTABLE ZONING REGULATIONS. FREE STANDING LIGHTING TO BE o �Gar�den� �• 40 C.C. S.r. " a, Spaces I R=2.25' Dumpster �, R=2.25 20' DIRECTED AT BUILDING OR SHIELDED wm-1 CUT-OFF FIXTURES. CAPE FISH & LOBSTER U �A--J R=5_ y Enclosure �r p 20' ! ;P s 12. TRASH DISPOSAL IS VIA ON-SITE DUMPSTERS LOCATED AT THE REAR OF THE BUILDINGS AS SHOWN O)N PLAN. PICKUP SCHEDULE TO BE PROVIDED BY JOHN CARDARELU (APPLICANT). PROVIDE NEW FENCING AND SCREENMIRIG FOR TRASH 626 WEST MAIN ST R=5 -.." s c.c �, DISPOSAL AREAS As SHOWN ON PLANS. BARNSTABLE MA _ r�: �lYew Wall w `D Lot v w Pak Lights 13. ALL ROOF GLITTERS AND DOWNSPOUTS ON PROPOSED BUILDING SHALL BE PIPED IO DRY WELLS. aD o F. to ff, as R=5 0 Shown On a � - � '`� E7 c. Dwgs Overflow Structure "A" 14. UTILITY INFORMATION SHOWN 1S BASED ON BOTH A FIELD SURVEY AND 771E LATEST PLANS OF RECORD. 774E LOCATIONS 1. Dec 12,2007 Revisions due to Growth M mt.De t.Review N a N C.) 0 w I c:, h e See Detail Sheet 6 of 8 OF UNDERGROUND PIPES AND CONDUITS ARE APPROXIMATE ONLY. g P 0 a. o, ►., ° Q � � �`'- Rain Gordon "A" 2.Jan 22 2008 Corrected Parkin g Space Totals N o� �' - n _ a cn Z Slab = 56.0 See Detail 3. Feb 28,2008 Corrected I Proposed Handicapped Parking Space R=4' Sheet 8 of 8 � (D n - umpster 0 3. Feb 28,2008 Added Restriping of Existing Handicapped Parking Fref:1701- U o PARCEL #269-4 to 0) 3. Feb 28,2008 Removed Rear Curb Cut K ,, Enclosure 3 �� l , IN ��--- 0.67 31 .2 610 WEST MAIN SREET 4.July 3,2008 Added Rear Curb Cut, Removed Front Curb Cut to ' `xst. bi`larl ".=a, 1{: R=3' 33' o N/F JOHN F GAIDE 25 PROPOSED 4.Along Dunns Pond Road,Rearranged Islands Along W.Main St. C.C. w BLDG � + 4. Removed 7 Parking Spaces&Added A Rain Garden On Lot A #626 X I F l if,{16 1 ` n Slab, = 56.0 4. Revised All Notes for Changes,Add Roof Runoff Dry Wells PARCEL #249-94 �' 11 _° 744 W I :* r._. 1 F 3i��F tf 4t'r`1` v o to 28r. ment EST MAN SREET D td•b"7 W 0 y i o .J 5.May 28, 2010 Curbing Dimensions And Various Notes N/F TOWN OF BARNSTALE o t?nrl 1 `f"ar ' �C 1� ttt__._. ! ° r Q? w err p.- ; . BARNSTABLE HIGH SCHOOL p 1'f?rt:�? a.,-.__. N a SIDEW 6.July 26,2011 Added Exist.&Prop.Light Poles and Wall Light Units Existing Pole _____.._ - t1. 1 ` N LI hi TO _ - �_... _.P 6WV C.C. �ti REVISIONS - r/ t y Remain 9, TyP ! R=5' n r iU R=10 W �Z.N Of ;:�.,, ti1H OF -.----- �r---1 1 Existing Spaces - S aces F?estri ed R=3' 1Q Proposed P . �`' s` wiLUAnn {.d l p �� C, .,_.� � � JOSEPH N A R_4' v-, Clergy{ MCGOV ERN rn R-61.5 " „ ` R=6.5 R=2 " i " <F�'4 Na3r A 3sss2 Ilk, 12CCBi G12 B CCB P� GG. �CBDH f33;07II FcOrNAI_�f�E. � � F EssU ,,,R-20' MHe N48'12'30 7Vp9.44 CALC 230"W 208 DEED N48'1 Sin To Remain R=15' R=15.75 , *-� it s A _ _ PM 8JT . R= G. WEST, MAIN STREET 13.5'V. ' - 3 DISCONTINUED STATE Contractor To Ramp CHECKED WM & TN DRAWN JM IGHWAY LAYOUT - 80' WIDE Sidewalk In Compliance With Mass Highway Standards . -., JOB No. 7294 .• DATE December 3 �n_2007 SCALE - 3 O. BENCHMARK: CONCRETE �' STAR MARKET / =' ...<..m-_ m,.� . .-�.nn..�._..�.__,�.:,..,�,_�,�.�,.,.� ,-.-._.�,,-, �,�,,. �. > BOUND W/ DRILL HOLE ENTRANCE ELEVATION 53.09 M.S.L. Developed Conditions DRAWING TITLE SCALE : 1 " = 30' Cw5 _ _ Ed - - 0 15 30 60 90 120 DRAWING No. nL Ur o �1 I GENERAL NOTES M,, s7%-T STENBECK ,hAd� Sin-1951 . �.. 1. ZONING: HIGHWAY BUSINESS (HB) d: RESIDENCE (RB) PROPOSED USE-' M"h°"* AND Cnmm,m, BEQ111BEQ PROPOSED 2. MINIMUM LOT AREA 40,WO S.F. 0,560 S.F. KW4.S.F. 77884"1 S.F. TAYLOR , I N C . MINIMUM FRONTAGEE' 20 209 179.35 135.09 MINIMUM WIDTH: 160, 100' 178.37' 125.90' Registered Professional Engineers & Land Surveyors MINIMUM YARD SET84am 844 Webster Street FRONT: 60, 20' 53.7' 60.4' Suite 3 I L O t 8 30' 10, 31.3' 31.2' REAR: 20' 10' 115.6' 213.1' Marshfield, Ma. 02050 78,541 S.F. 781-834-8591 Fax: 781-837-8238 3. THE LOCUS IS LOCATED IN FLOOD ZONE C (AREA OF MINIMAL FLOODING) AS SHOWN ON F.I.R.M. MAP NO. 250001 0005C 9 Steeple Street ` DATED REVISED AUGUST 19, 1985 P.O. Box 630 4. THE LOCUS IS LOCATED IN THE GROUNDWATER PROTECTION OVERLAY DISTRICT (GP) Mashpee Commons, Mo. 02649 508-539-93W Fax : 508-539-9301 Email: adminOstenbeckandta or.com Water Quality �-•''" ' S. THE LOCUS IS NOT LOCATED IN WELLHEAD PROTECTION OVERLAY DISTRICT (1NP) www.etenbedcandtaylor.com � Swale 6. UTILITY INFORMATiON SHOWN IS BASED ON BOTH A FIELD SURVEY AND THE LATF�T PLANS OF RECORD. THE LOCATIONS OF Applicant: John See Detall Spillway UNDERGROUND PIPES AND CONDUITS ARE APPROXIMATE ONLY. PRIOR TO CONSTRUCTION CONTRACTOR SHALL VERIFY ALL PP Cardarelli Sht 8 of 8 See Detail LOCATIONS AND ELEVA77ONS OF EXISTING SEWER CONNECTIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER. 111 Holden Lane �oA rlSheet 8 of 8 W. Barnstable, Ma. 02668 111F - -- ~ CONSTRUCTION NOTES Tel: 508-726-1202 0 6� Z , (To Be Removed) �, Owner: Charles Rondo Jr. Infiltration Trench �; 1. CONSTRUCT SEWAGE CONNECTION AS DESIGNED IN ACCORDANCE WITH THE STATE ENVIRONMENTAL CODE- TITLE 5 AND 18 Rosemary Road See Detail 1 THE RULES OF THE BOARD OF HEALTH AND DEPARTMENT OF PUBUC WORKS. Dedham, MA 02026 Sht8of8 1 2. DISPOSAL FACILITIES MUST BE INSTALLED AT LEAST 10 FEET FROM AND 18 INCHES BELOW WATER SUPPLY LINES. f - WHENEVER SEWER LINES MUST CROSS WATER SUPPLY LINES. BOTH PIPES SHALL BE CONSTRUCTED OF MECHANICAL t _ JOINT CAST IRON PIPE AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS. 0 49 3. PIPE LAYING: THE CONTRACTOR SHALL REMOVE BY PUMPING OR OTHER MEANS ANY WATER ACCUMULATED IN THE TRENCH DURING THE PIPE LAYING PERIOD AND KEEP THE TRENCH DRY UNTIL THE JOINTS ARE PROPERLY CONNEICTED. 49 4. BEFORE BEING LOWERED INTO THE TRENCH ALL PIPE SHALL BE CLEAN AND FREE FROM DEFECTS THE PIPE SHALL BE 28 ' 0 Overflow Structure '�" �' S2 LAID TO GRADES AND ALIGNMENT INDICATED ON THE APPROVED PLAN, BUT SHALL MAINTAIN SELF-CLEANSING VELOCITIES See Detail Sheet 6 of 8 OF 2.5 FEET PER SECOND. TERMINAL SEWERS REQUIRE GREATER MINIMUM SLOPES BECAUSE OF THE LOW FLOWS AND RD VELOCITIES AT THE HEAD OF A TERMINAL UNE: • 0 - Rain Garden "�" ��' v•' ' :�•.-.. . . . . • ,,,."",:�s;. r 5. FOR SERVICE CONNECTIONS FROM THE MAIN TO 10 FEET FROM THE FOUNDATION. THE MINIMUM SLOPE SHALL BE 2X wx �.. ,, ,, .. _ EOP FALMO ` + r FINAL LOCATION OF THE STUB AT THE PROPERTY LINE SHALL BE LOCATED ON AN "AS-BUILT' PLAN GANG THE STAflON, (See Detail Sheet 8 of 8) Ed P one - - - - -�^ - - o L U� A 2 � ?.... DEPTH TO SWING TIES Q 6. WHEN THE EXCAVATION FOR A SEWER EXPOSES OTHER UTILITIES THE AREA SURROUNDING ALL PIPES SHALL BE FILLED ° 0,�4 S.F. �� WITH Gl CRUSHED STONE FROM THE BOTTOM OF THE DEEPEST NEWLY EXCAVATED TRENCH TO ONE I (ONIE) FOOT ABOVE C. 52 Dumpster t,.. Enclosure THE UPPER MOST PIPE PINE ST {� 7. THE SERVICE CONNECTION TEN FEET FROM THE FOUNDATION TO THE MAIN SHOULD NOT HAVE AN ANGULAR DEIMTi0N OF UN17S S MORE n IAN 180 DEGREES. ALL DULEC77ONS WITH THE EXCEPTION OF PIPE JOINTS, SHALL BE IN THE FORM OF LONG SWEEPS AND NOT SHORT ANGULAR FITTINGS n co �I New Wall LOCUS S Pak Lights 8. THE USE OF FIELD COUPLINGS TO JOIN ROUGH BARREL PVC PIPE TO ROUGH BARREL PVC/AC IS DISCOURAGED AND 3,500 GALLON � Shown On ?' LIMITED TO SPACINGS FOR WHICH THERE IS NO COMMERCIALLY AVAILABLE SHORT LENGTH OF PIPE WHEN USED, THE GREASE TRAP �'► El c. Dwgs rflow Structure "A" INSIDE EDGE OF THE PIPE SHALL BE FILLED SMOOTH. I o See Detail Sheet 6 of 8 LOCUS MAP (NTS) n I - 9. NO CEMENTED JOINTS SHALL. BE ALLOWED UNLESS IN CONJUNCTION WITH RUBBER SEALS AND APPROVED BY THE - -- 53 h A SUPERINTENDENT: Slab = 56.0 C , • PASheet 8 of 8 10. OPEN ENDS OF SEWER PIPE AND CLEANOUTS SHALL BE SEALED WITH CAPS OR PLUGS AS RECOMMENDED AND FURNISHED 53 'cn� s I BY THE MANUFACTURER. #one I r. . Mr C.O. 541_ 11. FIFTY FEET FROM THE FOUNDATION TO THE MAIN (WHERE SERVICE LEAVES THE FOUNDATION) CLEANOUTS SHAALL BE IN THE I FORM OF A WYE OR A TEE OF 6 INCH DIAMETER AND SHALL BE LOCATED AT THE PROPERTY LINE OF EACH SEWER , f € SERVICE IN ADDITION, CLEANOUTS SHALL BE LOCATED ON LONG SERVICE NOT MORE 54 tr E 11WV 100 FEET MARR: WHEN THE t 1411,E to €gipn" "' 6"V.C.C. PROPOSED U DISTANCE BETWEEN THE BUILDING AND THE PROPERTY LINE IS MORE THAN 100 FEET, A CLEANOUT SHALL BE LOCATED AT BLDG ONE HALF THE DISTANCE; BUT NOT MORE THAN 100 FEET MART. Fro J626 Mesti06.0 » 12. THERE IS TO BE A MINIMUM OF 4 FEET OF COVER OVER ALL INSTALLATIQNS PERTAINING TO SANITARY SEWERS BUILDING CAPE FISH & LOBSTER _ Ilf� gfi.,a lrtr.�' ! PROPOSED 4 SCHEDULE 40 I ®§elN@W 47.0 SEWERS, SERVER, PUBLIC SEWER). PVC SEWER W 4" TO 6" INCREASER f~'Cr12£r I"�ia�c;(rar„�l(7f1� � � � � , � I ' _ 626 WEST MAIN ST f 13. BACKFlLL 174E COMPLETED SEWAGE SYSTEM CAREFULLY AND COMPLETE FINAL GRADING SO THAT SURFACE RUNOFF WILL E;.istinn Polr Porch ti ■ 5. 5. 1 e _ __.. .___._ t c . .l '__- �' - _) -� '-'"'� �' � . � l,;. � N SIDEWa•K 1 FLOW AWAY FROM 174E HOUSE AND SEWAGE CONNECTION. Lfghi? To --- _.._ ._ . _._�� .._...__ n._._. ..-._� + I . .c. Y BARNSTABLE, MA hemain, CONDENSER G UNIT 5 SEWER INSTALLATION NOTES 1000 GALLON 1. Dec 12,2007 Revisions due to Growth Mgmt.Dept.Review r I 55 GREASE TRAP 1. SLOPE: SEWER MAIN 0.0022, SERVICE CONECTiON- 11 4* PER FOOT (MIN.) 2.Jan 22 2008 Added Lot Designation tr� PROPOSED WATER C) ) g I 55 3. Feb 28,2008 Removed Rear Curb Cut ERVICES CLASS 150 » » 2. PLACE 6" OF STONE UNDER 8" PIPE, SAND UNDER 4" PIPE INS 54 6 X 6 WYE BRANCH WITH 4.July 3,2008 Added Rear Curb Cut, Removed Front Curb Cut " " LEANOUT BROUGHT TO 174E SURFACE 3. 1' OF SAND OR APPROVED GRAVEL TO BE PLACED OVER PIPE REMAINDER OF TRENCH TO BE BACKFILLED WITH SUITABLE Along Dunns Pond Road ,Rearranged Islands Along W.Main St. G. ., >,� L COg � CCB �• L 5 _ MATERUIL (NO LARGE ROCKS) Added A Rain Garden On Lot A. Revised All Notes For Changes t "^ Revised Grading,Add Roof Runoff Dry Wells 4. SEWER PIPE SHOULD BE INSTALLED UNDER ALL OTHER SERVICES. GG' 4" 54 m 5. May 28,2010 Added Gas Service,Condenser Units,And Transformer , � Pad.Added Grease Traps. Edited Detail Added Sewer Connection And 5 - - E CLEANOUTS SHALL BE PLACED AT ALL 90' BENDS. p Detail For Building#644 And Notes _ �_n, - - 6. CONTRACTOR SHALL IMMEDIATELY N07iFY OWNER AND DEPARTMENT OF PUBLIC WORKS AND DESIGN ENGINEER OF ANY 6.July 26,2011 Revised grading at Loading Dock and east side door. WEST AMAIN S T I�EET t V: • � V.G. DAMAGE CAUSED TO OTHER STRUCTURES SUCH AS WATER PIPES, STORM DUNS, GAS AWNS, ELECTRICAL CONDUITS, ETC... DISCONTINUED STATE 7. 4 1/2 MINIMUM COVER iN ROAD OR AS MUCH COVER AS POSSIBLE HIGHWAY LAYOUT - 80' WIDE (::hrr ; n.�y, y `� PROPOSED 6" SOR 26 (160)FL, '�� STONE 8. ANY BELOW GRADE EXCAVATION MUST BE BACKFlLLED WITH 3 4" I REVISIONS ✓ !v !/ / c�PVC SEWER CONNECTION � ,� 9. 40 PIPE SHALL EXTEND BEYOND FOUNDATION WALL 6. . : y. (SUBJECTOuy. ING CT PL ODE ✓ l , o 1. lO. ONLYAPPROVED LUBRICANT SHOULD BE USED AT JOINTS. -- .,_ OFr _ -......... ��NOr: .., . r 11. IT IS THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO N077FY THE LOCAL BOARD OF HEALTH AND T7gE DESIGN TER ENGINEER TO CONDUCT THE FOLLOWING CONSTRUCTION INSPECTIONS: JOSEPH " WILLIAM t .EXCAVATION AND BOTTOM OF SYSTEM PRIOR TO SYSTEM INSTALLAnON McGOVERN PROPOSED GAS CONNECTION .SYSTEM COMPONENTS INCLUDING INVERT ELEVATIONS PRIOR TO BACK FILLING SYSTEM. A� 39692 P�SCALE 1 �� = 30' � a DEMAND 1,473 CF OUR 1Z AN AS-BUILT' PLAN SHOWING TiES TO PIPES AT ROAD EDGE AND ALL CLEANOUTS AND BENDS MUST BE PR,EPAIRED BY a� ^' �q�o F �o 0 15 30 60 90 120 DESIGN ENGINEER. " 8� 13. SEWER MANHOLE COVERS SHALL BE LEBARON CAT. NO. LA246-000 LABELED `SEWER ' l i2 t�ye i Gi/A�,r'' EXISTING RESTURANT SEWER CONNECTION DETAIL PM BJT NOT TO SCALE Note: PROPOSED SEWER CONNECTION DETAIL See General Note 16 Installer Shall Provide CHECKED WM 8 TN DRAWN JM See Sewer Installation Note #13 Ties To Foundation. NOT TO SCALE See General Note #6 T.0.F.= JOB No. 7294 in. See Sewer Installation Note #13 56.0 f R GrodeNote: rode G.R.=55.8 -*� Installer Shall Provide F'in G _ - - c .0 O °` �� ' '` ` , �"- - '` •,'. ,r�;;r,,r,.�r�-, ;`, ; , ; •. > > O DATE December 3, 2007 SCALE 1"= 30' Ties To Foundation. y •� •y 10 min.- o o W �o 0 Note: ALL CONSTRUCTION TO o -10 min.- c 0 U BE AS SPECIFIED AND APPROVED Note: ALL CONSTRUCTION TO o Dj 0 • _ BY BARNSTABLE D.P.W. BE AS SPECIFIED AND APPROVED a� 0 o RI�TT 54.8 BY BARNSTABLE D.P.W. v Proposed a Rim = 54.07 Sewer Connection S=0.02 M/N, co ,� Existing � 6 ILIJITEESCH 40 0 �. Inv. ® FND. 52.02 Inv. ® FND. N. T . 50.81 f S'0,i02 M/N, pVC P/P ' Prop. Inv. A IN 4 MI co OUTLET TEE 47.60 pVC PIPE Prop. Inv. DRAWING TITLE 10" MIN. Prop. Inv. Prop. Inv. Proposed Sewer Existing Sewer Line Prop. Inv. 6" SCN MIN. 51.04 OUTLET TEE 4 Inv. 0 FND. 51.93 50. 14 Manhole To Chimney EL. 44.88 Existing 50.31 S = 0•QZ 10" MIN. GREASE SANITARY L,FNE p Sewer Line Existing Sewer 6" CRUSHED STONE LAB = 46.67 Pro . Inv. Manhole C=6PROVIDE 3500 GALLON " 6 CRUSHED STONE 45.67 Exist. Inv. 44.57 PROVIDE 1000 GALLON GREASE TRAP GREASE TRAP DRAWING No. 1 `J v 0 NOTES 1141 S T STENBECK Si-1951 AND 1. ZONING: HIGHWAY BUSINESS (HB) do RESIDENCE (RB) PROPOSED USE: "-' * - PARCEL #270-20-2 BEQLIIC>;EQ PROPOSED 48 DUNNS POND ROAD 2. MINIMUM LOT AREA. 40,000 S.F. 0,560 S.F. 'WtC34 S.F. 78,54 1 S.F. TAYLOR INC * N/F MARION F GAIDE � MINIMUM FRONTAGE: 20' 20' 179.35' 135.09, Registered Professional Engineers & Land Surveyors MINIMUM WIDTH. 160' 100' 179.35' 135.09' g MINIMUM YARD SETBACKS: 844 Webster Street -- FRONT: 60' 20' 53.7' 60.4' Suite 3 SIDE: 30' 10' 31.3' 31.2' Marshfield, Mo. 02050 REAR: 20' 10' 115.6' 219.7' 781-834-8591 Fax: 781-837-8238 .._ U: Lie !`� MAXIMUM BUILDING AREA: 30X 8.0X 7.OX 9 Steeple Street _ MINIMUM OPEN SPACE: 50X 50X 24.5X 74.8X P.O. Box 630 TOTAL BUILDING COVERAGE: 8.OX 7.OX 649 PARCEL #249-96 ~ TOTAL PAVEMENT COVERAGE: 67.5X 18.2X 508-53 a Commons, Ma. 02-93 51 DUNNS POND ROAD TOTAL IMPERVIOUS COVERAGE: 15X OR 50X 75.5X 25.2X �-539-9300 Fax : 508-539.com Email: adminO�stenbedcandtaylor.com N/F PAUL C MURRAY PARCEL 270-20-1 www.stenbedcandtaylor.com # 3. THE LOCUS IS LOCATED IN FLOOD ZONE C (AREA OF MINIMAL FLOODING) AS SHOWN ON F.I.R.M. MAP NO. 2500010005C 38 DUNNS POND ROAD DATED REVISED AUGUST 19, 1985 Applicant: John Cardarelli "CBDH(FD) N/F JOHN F GAIDE 111 Holden Lane N52'31'10"W 4. THE LOCUS IS LOCATED IN THE GROUNDWATER PROTECTION OVERLAY DISTRICT (GP) W. Barnstable, Ma. 02668 300.08 5. THE LOCUS IS NOT LOCATED IN WELLHEAD PROTECTION OVERLAY DISTRICT (WP) Tel: 508-726-1202 wrier. Charles Rondo Jr. 6. ANYONE WHO EXCAVATES ON PUBLIC OR PRIVATE PROPERTY MUST NOTIFY UTILITY COMPANIES AT LEAST 72 HOURS PRIOR 18 Rosemary Road I TO DIGGING EXCEPT IN AN EMERGANCY• THE EXPENSE OF REPAIRING DAMAGED FACILITIES GOES TD T740SE RESPONSIBLE Dedham, MA 02026 FOR DAMAGING THEM. NOTIFY DIG-SAFE AT 1-888-344-7233 TO MARK FACILITIES ON THE GROUND PRIOR TO EXCAVA77NG 7. ALL ROOT GUTTERS AND DOWNSPOUTS SHALL BE PIPED TO DRY WELLS. �1 Lot B 78,541 S.F. RtE 28 -- R� '1 0 Water Quality r PARCEL #270-21-2 p t FALM N Spillway 30 DUNNS POND ROAD O e De Roof Runoff D well Detail See Detail See Detail ' N/F WELLS FARGO ��, Sht 8 of 8 Sheet 8 of 8 BANK NA � -o Ld / N.T.S. Flo�pper Valve Overflow Pipe R� (To Be Removed) w P vide cover to within Infiltration Trench w a; 1 9° PINE ST See Detail to -14 „» 6 of finished grade $ z Sht 8 of 8 1 -� o o Mirafl 140n Filter m 1•� ____- � } •�•� , ,.. .r � Fabric or Equal LOCUS • an a o 0 o a a _ Shall surround the 1-1/2" 0 I 'on a o 0 0 a a o _+- washed crushed stone 49 a o Precast ConcreteC30a s. . 49 �_ _ = +' Drynell B• LOCUS MAP (NTS) 0 _ oa a o 0 0 a ao r 52 Overflow Structure "� 1 o o a o 0 0 o a o See Detail Sheet 6 of 8 y PARCEL #2.'-0-21-1 �. 00 a o 0 0 oao Provide flapper valve and overflow plpb, In the p y` 20 DUNNS POND ROAD ------- event drywell is full or in fallurs. Rain Garden '� �r. ;, - _ a.-.. �;. , . • . .. .• EOP + ` �� N/F GEORGE T COOK 'e. r Maintain gutters and downspouts so leaves, i (See Detail Sheet 8 of 8) M EOP one - - - \ I 10, • needles, debris do not enter pit or ckDg downspout. £o , FOP, Lot A S's asp 7 2 j ` .... a► B.C.=52.2 0 Notes: 1. Concrete - 5000 PSI 4 28 DaysCAPE FISH ! C. 52 4�,�34 S.F. Dumpster -D `J 2. Steel Reinforcement - ASTM A- 15 Grade 60 . & LOBSTER Enclosure -' 3. Cover to Steel - i Minimum 1 = D 4. Design Loading - H-10 �s ` �y2 B.C.=52 � �,\S 5. Earth Cover - 0 to 5 Feet 626 WEST MAIN ST B ?� 6. Construction Joint - Lopped \ems s ''�' ' ` New Wall BARNSTABLE MA � I _ 00 Pak Lights t B.C.=52.6 r..%y5 =53.3 Shown On f c s I E1 C. Dwgs Overflow Structure "A" 5� I See Detail Sheet 6 of 8 1. Dec 12,2007 Revisions due to Growth Mgmt.Dept. Review =53.5 C,i�S�P _�' :s. 2.Jan 22,2008 Added Lot Designation B.C.=53. c.' 53.E g�' "ems 53 I I Rain Garden "A" 9 o 0 I Slab = 56.0 See Detail n Sheet 8 Of 8 3.Feb 28,2008 Removed Rear Curb Cut&Existing Parking Lines ` 53 � � , _ p umpste► 4.July 3,2008 Added Rear Curb Cut,Removed Front Curb Cut Frro-' Enclosure I PARCEL #269-4 4.Along Dunns Pond Road ,Rearranged Islands Along W.Main St. 54 610 WEST MAIN SREET 3 4" TO 1-1/2" / 4.Added A Rain Garden On Lot A.Revised All Notes For Changes ` 0 N/F JOHN F GAIDE CRUSHED STONE I r7 7.0 !.__. :Fp °I? -j► FIEF+i 54 cn PROPOSED 2' x 2' 6 C.` 54,3 t.olet io f�n:rurrta 6•'f♦/ 4. Revised Grading,Add Roof Runoff Dry Wells k.-g tea_. ,y �g BLDG Opening cn G ! i� #626 5. May 28,2010 Added Top Curb&Bottom Curb Grades �530 Eoifrrrr7 €"1°i 1 0 0�G n Slab = 56.0 6.July 26,2011 Revised grading at Loading Dock and east side door PARCEL #249-94 � l 744 WEST MAIN SREET ' 1 1/'_ Basement 47.0 _ N/F TOWN OF BARNSTALE I `l)cxil) �f CT��€ ' I �t=ltttrrra4 I ii >E f 5 Dia. and downspouts to drywells _ .._..._., ._. - js �\ r r' S ( SBarsle4S O.C. - P °fc h C. qLK BARNSTABLE HIGH SCHOOL + r 3 SO Existin Pole - _rw- - -69 II r < -; 2' x 2' REVISIONS ", o a r Light To j ' ��` l` " w� �� ; /� T.C.=55.0 F,;Q os Gi�hC� �, Opening I I 2" X 2" REM ABLE Remain y / R.C.=54.5 !G �'/ J�y a 020 / .p ,p g S O I STAINLESS ST EL fJ �w 1 q,%' � ��oS '�6 .� 0' ANGLE FRAME B.C.=54.9 55 c�`Sst 0G WILLIAM �yN �. 3 To �1) 6 > �h0 T �5g.2 .9 QC` C JOSEF - S �54,1 k9 55 i 54.> CI McGOVERN N* ' S4 / %Gj yGJ1 ido r i_. y' 39C92 T. = G, O ` �. . C9 12 CBDH FD - G. _ f Q 5 30 I 105.00 ".owa ;` Np uRv� MHB 0 W -- 04 - 209.44 LCALC) 208' (DEED) ivYB'12'30"'ri r G. __241 ' 24 54 r: � g TOP OF SLAB � � " TOP OF DIKE = 2 x 2 2" X 2 REMOVABLE RAIN GARDEN A 53 75 Fait. c� - _ = Opening STAINLESS STEEL _ RAIN GARDEN A EL. 54.00 RAIN GARDEN 6 50 40 RAIN GARDEN B = EL. 52.00 PRECAST REINFORCED TOP ANGLE FRAME PM BJT r t V.G. ' SLAB WITH "0" RING WEST ;MAIN STFEET BOTTOM OF RAIN GA� DISCONTINUED STATE RAIN GARDEN A = EL. 53D25 CHECKED WM & TN DRAWN JM HIGHWAY !LAYOUT - 80' WIDE r` rirs, j RAIN GARDEN B = EL. 49.5 r r.. , A ELEV. = 52.25 JOB No. 7294 lee PRECAST REINFORCED- CONCRETE ELEV. = 48.90 _ --_ _ T CONCRETE LEACHING PIT C USHED STONE 5 �" Dia. 3 4" TO 1 1 2" DATE December 3, 2007 SCALE 1" 30' Stainless Steel � STAR MARKET Bars 4" O.C. BENCHMARK: CONCRETE 1 �- ("P)BOUND W/ DRILL HOLE ENTRANCE 3' 3' w TRH U14D CRUSHED U H FD FILTER ELEVATION 53.09 M.S.L. o L ER FABRIC 6' Div. Proposed y A ELEV = '8.25 Grading & Drainage __ ;• '. B ELEV. = A4.90 • _ 12"LAYER OF 3/4" TO ' 1-1/2 -CRUSwIED STONE A ELEV. = A 7.25 DRAWING TITLE B ELEV. = 43.90 OVERFLOW STRUCTURE DETAIL. SCALE 1 " = 30' NOT TO SCALE C= 7 0 15 30 60 90 120 DRAWING No. v M..,�'*S_ T STENBECK - Since 1951 M6a;h PARCEL #270-20-2 AND GENERAL NOTES: �mm�, I 48 DUNNS POND ROAD N/F MARION F GAIDE 1. Refer to Civil Engineer's "Proposed Grading Plan" for location on layout la out TAYLOR , INC * of all proposed elements including grass strip, sidewalks, curb cut Registered Professional Engin eers & Land Surveyors locations and septic systems. 844 Webster Street ,. 2. The Contractors shall familiarize themselves with all utilities above rode, Suite 3 at grade, and underground, including pipes and structures. The g Marshfield, Mo. 02050 781-834-8591 Fax: 781-837-8238 Contractor shall verify with the Utility 'Companies the locations of all 9 Steeple Street - � utilities prior to the start of construction. The Contractor shall take P.O. Box 630 sole responsibility for the cost incurred due to PARCEL #249-96 � "..��_ 'J P • • y damage and re lacement Mash ea Commons, P' p mops. Ma. 02649 51 DUNNS POND ROAD of all utilities on site. 508-539-9300 Fax : 508-539-9301 N/F PAUL C MURRAY Email: adminOstenbeckandtaylor.com PARCEL #270-20-1 SITE PREPARATION NOTES: www.stenbeckandtaylor.com CBDH(FD) 38 DUNNS POND ROAD N/F JOHN F GAIDE Applicant: John Cardarelli 1. See Civil Engineer's Drawings and Specifications for site preparation and 111 Holden Lane N52'31'10"W � � erosion control notes and details. 300.08 W. Barnstable, Ma. 02668 2. No paint shall be applied to site elements or vegetation designated to Tel: 508-726-1202 wner: Charles Rondo Jr. remain. The Contractor shall review the method of marking site 18 Rosemary Road elements and vegetation with the Engineer prior to beginning Dedham, MA 02026 construction. 3. The Contractor shall be responsible for visiting the site to determine the extent of demolition, preparation, and removals necessary (whether shown Proposed on the Drawings or not) to construct the proposed site improvements.Lot B The Contractor shall report in writing any discrepancies between the 28 78,541 S.F. existing and proposed work to the Landscape Architect• and Owner prior RD to proceeding with construction. Failure to inspect, notice or re•,port these `c o 0Water Quality PARCEL #270-21-2 discrepancies prior to construction shall not relieve the Contractor from J` Lv See Swale Detail Spillway 30 DUNNS POND ROAD Their responsibility to perform the necessary operation for the successful FALM0 a� Sht 8 of 8 See Detail ` N/F WELLS FARGO completion of the proposed improvements. a Sheet 8 of 8 BANK NA �0�Aw w LAYOUT NOTES: ` _ __.. i (To Be Removed) w Infiltration Trench L>a 01 , - 1. Use dimensional information given. See Detail z Sht8of8 Do not scale drawings. PINE ST '` ,� o __ ------ 2. The Contractor shall verify dimensions shown LOCUS -- ------ ------ ------------ - - �\ on the Drawings and notify the Engineer I of any discrepancies prior to the y start of construction. The Contractor shall _ ` review and obtain the approval of the final LOCUS MAP (N Overflow Structure "8" -�----------_-- ----- TS)- layout with the Landscape Architect prior to --- - �_ -- ____,.,.._----- I \ v1 the start of construction. If requested by ' See Detail Sheet 6 of 8 i----" P vide Now Pole Light -- --- ----_I _ __� � � � PARCEL #270-21-1 the Landscape Architect the Contractor shall _ _ _ , 20 DUNNS POND ROAD stake out proposed tree locations to aid in Rain Garden 08" -•- - -- - -- ---- ---- O proximate Zoning Line_ Zone RB--_ _ EOP n �� N/F GEORGE T COOK (See Detail Sheet 8 of 8) EOP one - _ - - - _ - - 1 the review of the final layout of the site �> lone Proposed - elements. Lot A O 1 I Rain I `-_.. J. The Contractor shall refer any questions on I Garden) 40, �.F. Dempster ��.� materials, finishes, labor and or products __ Enclosure / p CAPE FISH & LOBSTER • a D J i ' not specified herein to the landscape Wild Flower ;� architect prior to ordering the materials 626 WEST MAW ST Seed Mix .0 c' I or starting the work. ow Wall Shown Overflow Structure A BARNSTABLE, MA Pak Lights On 4. All lines and dimensions are parallel or I f=,r .=t , » " perpendicular to the lines from which EI c. I?wgs - '.0 I to � See Detail Sheet 6 of 8 they are measured unless otherwise shown. 1. Dec 12,2007 Revisions due to Growth Mgmt.Dept. Review Rain Garden "A" n I Slab = 56. I S I 0 Wild FlSIMrDetail 2.Jan 22,2008 Correct Limit of Rain Garden um seer I i i SeedSWt 8 of 8 3. Feb 28,2008 Removed Rear Curb Cut 4.July 3,2008 Added Rear Curb Cut,Removed Front Curb Cut N 1 r r't~ ". D Enclosure I _ PARCEL #269-4 4.AlongDunns Pond Road ,Rearranged Islands Along W.Main St. C1U"INC APPARATUS: TURNBUCKLE 9 g 610 WEST MAIN SREET /'L3 � T WIFE OR c�LE a 1/2• I.D. ll wsE wnE AROUND^�N REJIiiORCED HOSE 4.Added A Rain Garden On Lot A.Revised All Notes For Changes I t t Tt•nrt za, D I I N/F JOHN F GAIDE IM Nose OUND TREE a eom n+os 6"v.C.C. PROPOSED NOW- CANX� 2' 50. ►ARIVOOu STAKES BLDG I \ P / + 4. Revised Grading,Add Roof Runoff Dry Wells 3 " Flre#626 I I EACHGUY � i1v5.May 28,2010 No Change TRIG WRAP TO FIRST BRANCH PARCEL #249-94 "�bbiesti06.0 Z i ,�, 3• aArm MULCH ON wE� 744 WEST MAIN SREET l -- 1 'f� `+f=r�r k E�f f Q Vt Basement 4;7.0 3' BARD MI-tCH ON wEEO BARRIER FABRIC 6.July 26,2011 Moved Planting Details from Construction Detail Sheet. N F TOWN OF AR "(.'Ctil J F °fI9„t Ii¢� (t161F!'7t'!t 3• EARTH sAucER LAWN ) B N T .-_ ._ _. ___� �- (MAR oa EouA,_ / SALE � _._. . . . --� nNtSH GRAM .3' EARTH SAUCER BARNSTABLE HIGH SCHOOL UNTIE MM.AP & ROLL BACK 1/3 _ _ s m- SIU -"�A1 � ''N0� r UNTIE BURLAP Ar ROLL BACK 1/3 Ex MAK gghistin? Pole __�c� w -- _ �i un?! 1. i 6 .�: N our 1G DAZ oaooNo,AT err of era�Ncrea REVISIONS ✓ Remain a• ,,,,,,,„,,, PLANTING SOIL MIX - FOUR PAM SOLPL4%MNG SOIL MIX - FOUR PARTS TOP SUB R ONE PAI11r PEAT NUAIUS TCC SOIL 3 ONE PART MANURE �� , rv�m�TING SUBGRADE 6•MIN. �� 1 Y TAIIPm PLANTING MIX EMSiiNG SUBCRADE J �\ PLANirED. OR wrrHlN 1' BELow ` �ZN ,, �N PLQAiNif AT SAME DEPTH AS PREVIOUSLY 1'-TU' YN ?,: „f 4 Of Mw_ EVERGREEN TREE PLANTING PL4WT AT SAME WITHIN I As PREVIOUSLY -TAMPED PLANTING Mix PLI*' A. OR wm1I DEPTH 1• BELOW 12' e,,. °TEE?Et,.. w o WILLtAM cyan it PROPOSED WATER e ERV ' CE•DECIDUOUS TREE PLANTING JOSE PHICES CLASS i 0 NOT To SCALE D �: � ;¢ e s` McGOVER » N / NOT TO SCALE 39692 CBDH FD G r - 30 l- I I w rs`1 °� !q�FES�IONP� TSul. 105.00 MHB N48'12'3 N 209.44 LC) 8' (DEED)r5d!1A %fo N48*1230W � J � Nos 6v �- LAWN 3' RAW MULCH ON wEED BARRIER FABRIC t_ � AR ...._T (TYP OR EQUAL).. P.Jt t f i 'U r.:. ��it i, ��'` -_---•-----_ _-.__.___ /'�3�. EAKTFI SAUCER MIS" GRADE r j !.� , .. � 4�. � .....a�ssSS.t@.`:�i1.. ` '•ht+�.G. . Y1 ! • • . V.G. E BURLAP ec ROLL BACK 1/3 PM DJT WEST MAIN STFEET � PI.>wdTNG SOIL MD(: SCONTiNUED STATE DE_IDOUS - FOUR PARTS TOPSOIL E• MIN 3 C*E PART MANURE s P I A TOPSOIL CHECKED WM 8 TN DRAWN JM HIGHWAY LAYOUT - 80' WIDE COMPACTEr SUBGRADE n:>...�, TAMPED NGD( PLANTI M 12• JOB No. 7294 x. CONTAINER GROWN NURSERY DUG ' -----� � BURLAP _._........._..�. """ _ BALL R \ ,n DE PLANTED. OR 1VfT 1 PLANi• SAME DEPTH SAPTH AS PREVIOUSLY - ,. � BELOW DATE December 3, 2007 SCALE 1"= 30' BENCHMARK: CONCRETE �, !' ` ry ._..__ .. nm• T� _,__ , r ,,• STAR MARKET t Tree & Plant List SHRUB PLANTING BOUND W/ DRILL HOLE ENTRANCE ELEVATION 53.09 M.S.L. NOT TO SCALE t KEY BOTANICAL NAME COMMON NAME SPECIFICATIONS Ty. Proposed PC P rus Calle ono -Callery Pear Tree 3" cal. B&B 9 Landscaping p g SM Platanus x ocerifolia 'Blood ood' Sycamore Maple Tree 3" cal. B&B 6 SC LPrunus sar entii Sargent Che 3" cal. B&B 2 DRAWING TITLE PS Pinus Strobus Sheared White Pine 6' Height Sheared 6 SCALE : 1 " = 30' TO Thuja Occidentalis park American Arborvitae 6' Ht., B&B 12 LL Syrtnga Microphylla Little Leaf Lilac 3 Gal. 81 C=8 0 15 30 60 90 120 SP Spirea Spp. Snowmound Spirea 3 Gal, g DRAWING No. ._J v C1) �1 1 3" BIT. CONCRETE PAVEMENT STENBEC Water Lla�lt SWal� Deta11 1-1�2" - 3" 2" BINDER WEARING COURSE COURSE M.",-i's T I K Q y Washed Stone ,`; Shoulder s r�r N.T.S. 4" Deep Paved Parking Lot AND Haybales Siltation Fence Construction El. 51.50 Infiltration Trench El. 51.50 mm , Staked In Activity N.T.S. p 100 Yr. Storm Elevation - 5 1.01 -� Earthen TAYLOR , Place Berm 10 Yr. Storm Elevation - 50.86 '� -J -- Spillwa.,y 50.5 �.'\e, Impervious Membrane Registered Professional Engineers & Land Surveyors d 1 r Sloe Q 2 Yr. Storm Elevation - 50.76 ,� � t � r p 100 Yr. Storm Elevation - 50.11 ��S � 844 Webster Street v �\o � COMPACTED Suite 3 V GRAVEL BACKFlLL ,. Marshfield, Ma. 02050 10 Yr. Storm Elevation - 49.41 �1`�� E1. 50.0 _ `'?,�`' MIN. 30" NON-FROST SUSCEPTABLE MATERIAL �� j Q� s 3" (MIN.) DENSE GRADED 781-834-8591 Fax: 781-837-9238 e S o OR REPROCESSEDPAVE 9 Steeple Street Toe In 6 �e p 2 Yr. Storm Elevation - 49.11 �{�1CJ� 3 MIN. 30"ONONCFROSTUSUSCEPTABLE MATERIAL T- Depth 10" (MIN.) GRAVEL NOTE: Mash pee 12' SUB-BASE COURSE SEE SITE PLAN FOR LOCATION Pee Commons, Ma. 02649 508-539-9300 Fax : 508-539-9301 El. 9.0 3 Peastone Email: adminOstenbeckandtaylor.com 24" Filterr Fabric PARKING PAVEMENT SECTION www.stenbm*andtaylor.corn r E1.47.0 NOT TO SCALE Applicant: John Cardarelli 111 Holden Lane 24" of 1 1/2" - 2 1/2" W. rnstable, Ma.Tel: 08-726-1202 02668 Washed Stone wner. Charles Rondo Jr. 18 Rosemary Road 6"- PARKING LOT SHEET FLOW STONE Dedham, MA 02026 BITUMINOUS 2„ 2" 4" SURFACE COURSE �.J.J_LlA.l.l_aa_I_L_LLLI,_l.l_LL FILTER 1_L.l1J�.1.1.-11• 5' WIDE - 4" THICK _. ' SEED MONOLITHIC POUR "" " - GRASS BITUMINOUS T Zj LOAM AND _ ____. SIDEWALK • . .. _ . .'. .^ �� PAINT TOP OF CURB YELLOW ^ STRIA BINDER 6 45° I :• SMOOTH TROWEL MCGRAW-EDISON GALLERIA SQUARE COURSE 4aQ ,� MED.i ROOM BITUMINOUS CONCRETE r OPTIONAL FETE 28 -\ PAVEMENT SAND LAYER 4' CONC. WALK . e < + ` ,b C , a CONC. 4000 P.S.I. -- a i BIO+`tiETENTION a ° ,'•••' . ••� WITH RAT10 OF 0.45 L.-. ..-.. e r \ _ 0 '" AND AIR ENTRAINED i 12" TAPPERED ALUMINUM UGHT POLE �y�_ AREA (WILD Fj O y,� 1" • ' 01OX/10 W.W.F. WARE FLO)IVER SEED MIX) cS'�► Q COMPACTED MESH, �e GRID s GRANULAR 3/4" c+NAM� - FACE OF' BUILDING 1 BO TS TO BE ON 14-1,,//2",d '' _ "� r e Q Q �. BOLT CIRCLE '' �__ �~�.- -GIRAVEL �`y ° ° BASE / ? •. '. I \� �i` / "0 GROUND ROD �� ,_-_- °° �? a l ,. 4 a 6" COMPACTED 6. f 1/2" RADIUS -�L DRAIN IN . . CRUSHED GRAVEL BASE I--" _.._.__. 'O O ' ` / 7 \ r•' 5-1/2" SQUARE BASE PLATE OPENING RIGID STEEL CONDUIT - -- =��-�-�•� �__ = Q OVERFLOW ST ° ° +• _ ii SEE SITE PLAN FOR NUMBER REWIRED t__� ��- i PINE a ° Q + ' '' COMPACTED SUBGRADE / 1/4" TO 1/2- PREMOLDED I^-/ a '' ' 'i SECTION a ° � ° ' / FILLER 1 BERM ° �� •� EXPANSION JOINT__I� O O LOCUS ` STONE ° ° ° f. Cw7 AT FACE OF BUILDING . USE N ` "--- `n DROP `� _ _______.._ _`. __ CONCRETE EXPANSION JOINT B 1.f' _ _. . 6" BACKER TROWELED CONTROL JOINT PARKING LOT SHEET FLOW CONCRETE FILL TO `� ' ,, ,, TOP EI.=54.0 BOND GROUND ROD TO LIGHT STANDARD f > c"'�5- �( t� �; 7� LOCUS MAP (NTS) PROVIDE KEY O CONSTRUCTION /s / r' �`i n n 1 AND EACH RACEWAY WITH CU MIN. f, LIMIT OF EXCAVATION - (2) NO. 3 BARS a_ I _ f____e - _ JOINTS ,� PLAN VIEW ,` , ,. s<.^r r { h - - - >' BASE covER >:;>>r>\` r3 > 6 - PONDING EL=53.25 '>� ` � _,=" ` ' "� 3" LOAM & SEED EI.=53.0 PLAN INSTRUCTION CONTROL JOINT C SEE BOLT VIEW FOUR 1"pf ANCHOR BrJI.T WITH 4" HOOK. 1. THESE DETAILS ARE PROVIDED FOR USE BY DEVELOPER CONTRACTOR AS A GUIDE t BURR THREADS AFTER SETTING POLE. i I �;�, f�/ d�, r fS, •� k � � ,v-,f BOLT TEMPLATE BY POLE MANUFACTURER. PLANTING SOIL c r . � �,�� TO THE I IM REQUIREMENTS ACCEPTABLE. - I I GROUT AFTER POLE IS SET AND PLUMBED. CONCRETE WALKWAY WITH CONCRETE CURB I 4 #4 TIES AT 6" ON CENTER (BY G.C.) f ;�',��1 � �� {3 "- TOP OF STONE 2. THESE DETAILS ARE NOT TO BE INTERPRETED AS CONSTRUCTION DETAILS. NOT TO SCALE N +� 6 #8 VERTICAL TIES (BY G.C.) \t; 3. THE DEVELOPER HAS THE RESPONSIBILITY TO INSURE THAT ALL CONSTRUCTION j� ;-1,, BOT OF STONE SHALL CONFORM TO THE PREVAILING LOCAL, STATE AND FEDERAL REQUIREMENTS. �' �_-f-' 1 �r\ I - RIGID STEEL CONDUIT - EXTEND MIN.10'-0" OUT OF PIER. �� v,/ •� �,!`'j '� •:'': � r� USE STEEL TO PVC CONNECTOR, THEN RUN PVC CAPE FISH & LOBSTER �, TO Vr HIN 10' OF NEXT PIER n n PRECAST CONCRETE CURB f Cl III o y� -Y Surround 2 -11� Double Washed Crushed Stone 626 WEST MAIN ST RIGID STEEL eo PVCWith Marafi N40 Filter Fabric NOT TO SCALE RIGID STEEL ELBOY,' BARNSTABLE, MA �j 5/8" .#K IAIIN. COPPER CLAD STEEL GROUND ROD CD MIN. 2'-0" BELOW 60TiOM OF PIER (BY E.C.) RAIN GARDEN DETAIL VERTICAL GRANITE CURB ' WITH 6" REVEAL 5" 6" 4 #4 TIES AT' 12" ON CENTER (BY G.C.) N O1' TO SCALE 1. Dec 12,2007 Revisions due to Growth Mgmt.Dept.Review9 2.Jan 22,2008 Misc. Changes LTOP COURSE SIDEWALK ANCHOR RODS (4 REQ'D.) BASE PLATE 3. Feb 28,2008 Revised Stall Striping Detail eol z HEX NUTS (4 REQ'D.) 4.July 3,2008 No Change iv yr PLAIN WASHERS Z BINDER S-2% MAX (4 REQ'D.) F 5.May 28,2010 No Change -- . : SECTION ,FINISH GRADE � July 26,2011 Added Sidewalk Detail moved Planting Details ..a _. ff 6. /�'e, {: :. ... NOTES: '_`/ I �:�//i_.. \ Landscaping `! f PLAIN WASHERS a To Sheet C-7 Landsca in �. PAINT BASE SAFETY YELLOW (4 REQ D.) • • ' ' ' ' .. CAPE CODE BERM DETAIL GROUT AFTER ` r' •,. !, 2. CONCRETE TO BE TYPE II, 4000 PSI POLE IS SET AND `' PLUMBED ��FOUNDATION Not-To-Scale '�'` ' 15 -17 O1 3. FINAL BASE DESIGN TO BE BY A HEX NUTS LEVEL 12" GRASS OR • f,• f a.. '.' LICENSED STRUCTURAL ENGINEER. (4 REQ'D.) BOLT VIEW LANDSCAPE 6" LOAM :. . . PARKING " I � I 'IREVISIONS y �0, a `I a �°Z LIGHT POLE BASE TOP COURSE 1 H 7F '/ BINDER 2" `P�jN ��a NOT TO SCALE __ � , ; ( --�) WILI tM \\ \\ .;'TEC JOSEPH McGOVERN en x IX H' 39692 �' k Jo. , 3 1/2 (MIN.) CEMENT CONCRETE -- lq�0 SUfi White lettering against a blue CEMENT CONCRETE BACKFILL . background and bear the words ` Toss Section Longitudinal Section "HANDICAPIP'ED PARKING, SPECIAL NOTE SlIMM TO 8E PANTED INALL PLATE REQUIRED, UNAUTHORIZED N 'm SPAMPARKING SUBJECT TO FINE AND SEE PAVEMENT SECTION13' Top of 8• 4'R TOWING AT OWNER'S EXPENSE~ PM N13JT 2„ Top of Weir El. 50.5 Spillway El. 50.5 3:1 Slope Top of Dike El: 51 .50 # .r CHECKED WM 8 TN DRAWN JM VERTICAL GRANITE CURB 4 ® ,2" Ea h Wa NOT TO SCALE --�- Flow WQ Swale j l JOB No. 7294 3:1 Slope Slope jR `��1 b' � 4 4� p 3:1 to J�ter, 4 4. --.-6 DIA. STEEL PIPE,w8 LONG DATE December 3, 200T SCALE As Noted Fll1.ED VNTH 3000pN CONCRETE Ir ` lip ,:1 Slope Y4 ; C- AV*--Slope P �' ,S) a Y4 Pei PAINTED W/PRIMER AND YELLOW PAINT �> Or Less �`>> �`� `� Or Less Infiltration Trench , �i'��'�' lf 4 - • HP y 1 PAVEMENT _ Construction a VAN �s =� ; ►� �O > S ,. i t f ij'�f,(`�,?:r ► , ' ° i'�-1" �'h u 'f `r r'.dQ- f7j \, �. 11. I, F : r� �ry .C;f!-' •�' $J_1 Lr` j\��l a, .E, _yi' /) Details - • •t DUI CONC1R!E7E FOOTING +'�; Bottom of Wall El. 46.50 '.; ,•;.. • , � \ 8" Reinforced Concrete Wall Rip Rap Spillway 12 Wall Length PAINTED •y• ;• DRAWING TITLE � -�_ ' (USED IN HANDICAPPED SPACES) 9•-�- --5._0: - g,-o.-{---9•-0' o - -9'-. - 9�-D' -� HANDICAP SYMBOL. - - __.:__� RipRa Spillway Detail NOT TO SCALESTALL STRIPING Stone to be 50 - 1251b Min. E:11 » '� BOLLARD C=9 9 - 0 SPACE 16 Depth With 6 Of . NOT TO SCALE 314 - 1 112" Crushed Stone Base Not To Scale NOT TO SCALE IL DRAWING No.