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HomeMy WebLinkAbout0000 JENNIFER LANE �� �� a PROJECT NAME: SriL I-si D )0- 71 S n ADDRESS: r S PERMIT# PERMIT DATE: M/P• LARGE ROLLED PLANS ARE IN: BOX Y � 1 SLOT. Al /aha Data entered in MAPS program on:. BY: q/wpfiles/forms/archive C,�� � �, �� �� �� �� .,4 ;�� �<<� � � , jam` � � �V 4�, { Town of Barnstable Regulatory Services BAMSTABM 9 Mnss g Thomas F. Geiler,Director q'ArE039. Building Division Thomas Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 TO: Jeffrey Cannon, Town Treasurer FROM: Tom Perry, Building Commissioner DATE: October 13, 2004 RE: Jennifer Ln.,Hyannis Enclosed are two checks, one in the amount of$25,000 and one for$63,750. These are to be held in anticipation of improvements to be made to Jennifer Lane in Hyannis. In the event that this project falls through the monies will be returned less any usual handling fees. Thank you. r J 4, IC- k 11'Ae- 77� 1 1 � l 9 (fS- �e `o mot Ace ��/a��ct l/2 ! Lf 7Z- re I j Town of Barnstable Qp ISE rpk, Regulatory Services ? HAMSTAIRA : Thoiaas F.Geller,Director MAM a 9$pr s63g. A.�� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 5087862-4038 Fax: 508-790-6230 REQUEST FOR ELECTRICAL INSPECTION 1 ELECTRICAL PERMIT NUMBER (Permit required in order to process inspection) Today's Date Requested Date of Inspection I, hereby request an inspection under Massachusetts General (Electricidn) Law chapter 143,section 3L and 237 CMR 4.02(3). The installation is complete and ready for inspection at Type of inspection requested: (Property Location) ❑ Temporary Service ❑ . -Service Re-inspection ❑ Excavation ❑ Rou Re-'. •',gh inspection ❑ Service Inspection L ❑ Final Re-inspection ❑ Rough Inspection for ❑ Final Inspection for ❑ Other Owner or tenant Licensee's name,address,and phone License number Licensee's Signature ' Tl:ls section to be completed by Barnstable Inspector of Wires Inspection date []Approved ❑Not Approved This work was not approved for violation of the following Articles and Sections of the MA Electrical Code: BORTOLOTTI CONSTRUCTION -INC.- DRAINAGE LAND DEVELOPMENT SEPTIC SYSTEMS f September 22,2004 Craigville Realty Co. Samuel C. Traywick r P. O.Box 216 W.Hyannisport,MA 02672 Telephone: 508-775=3174 FAX: 508-771-5336 =. RE: Jeniffer Lane ' Hyannis,MA Bortolotti Construction,;Inc.proposes_ the following site services for'the above'referenced location: Water Service: Furnish,and install a water service at.the above referenced locatioii to 1 include 540 lineal feet of 8" Class.52 D.I.P.;1 - 10".x'8" tapping sleeve, 1.-8" tap ' valve and gate box,cut and install,I -6" hydrant, 1 -6" gate valve and gate box; ; 1 = 8" x 6" anchor tee, 1 8" plug,-1 -8" 22 1/2.degree bend,2- 1" corporations, 2-1" curb stops and service boxes;'I"'.polyethylene piping,Road Permit,police detail, asphalt patch restoration,testing and chlorination. $22,710.00 EXCLUSIONS: Permits(except Road Opening Permit),engineering,layout, any.,. 4 additional.requirements from Town when applying for permit,Water Company: fees.and inspection_fees.. ' CLAUSES: - 1) Dig.Safeonly marks out main roadways--if private mark out is required,due to underground utilities,it will be billed at an additional,cost. ` 2) 'A finance charge of 15% per month,will be charged to any phase of work that is i' not°paid in-full upowcompletion. J` 3) This site-is typical of the Hyannis area in that rocks are assumed to be above and. beneath the surface: Whereas this is evident;there will be an extra cost to move ' J rocks in excess.of 1.5 cubic yards or blasting,if necessary. t ' The total price for the above stated work will.be.$22,770.00 with payment terms as follows: 50% Deposit Upon Acceptance,'Balance'Due In Full Upon Completion. '_ r Thank you' for the.o opportunity afforded us in offerin this. ro s G Y PP Y g P pP ACCEPTANCE Res ysub ed, s Thomas.O'Hara aigvil e ` o SamueFC.'Tra ick, Cost Estimator. 'Bortolotti Construction,Inc. r PO.. BOX 70.4 •'MARSTONS MILLS;MASSACHUSETTS 02648 • (508) 7'71-9399 "FAX{508)428-9399 P. O. aox 262 PROPOSAL South Dennis, MA 02660 --- --' Phone (506) 394-4 77 DATE PROPOSAL l 9/13/2004 300 7 NAME 1 ADDRESS � Sam Traywick P.O. Box 216 West Hyannisport, MA 02672 (508)737-5630 II� DESCRIPTION �We hereby propose to furnish all materials and perform all the labor necessary for the completion of the proposed work at Jennifer Lane, Hyannis, MA. Clear road to 24'wide. Stockpile wood loam. Furnish & install 4 H-20 leach basins with 1,000 gallon pit, frames 8 grates. (pipe together) i I Furnish and install 4 inches t-bees,spread&roll. 'Furnish and install 2 inches of Type I bituminous concrete binder mix to 18'wide.. Furnish and instals 1 inch of Type I bituminous concrete top mix to 18 'wide. i Excess material brought in or out is extra"* i Please Note.Landscaping and engineering are to be done by others.' All material-is guaranteed to be as specified, and the above work to be performed in accordance with the drawings and specifications submitted for above work and completed in a substantial workmanlike manner for the total sum of Fourty j Two Thousand Five Hundred Dollars and No/00. 0"$42,500.00 1 With payments to be made as follows: To be discussed. i ; Any alteration or deviation from above specifications involving extra costs, will be executed only upon verbal orders,and will become an extra charge over and above the estimate. All agreements contingent upon strikes,accidents or delays beyond our control, Not responsible for landscaping, irrigation and private underground utilbes. Workers Compensation and Public Liability Insurance on above work to be taken out by R.J. Nardcne Construction Company, Inc. Interest will be charged on all invoices due past 30 days at 1.5% per month (18%per snnum). Fesp Sub iitte . . r one Const ction Company, Inc, Per Note': This propo ay be withdrawn by us if not accepted within 30 days. P,cGe d Signature Date , �IgnPrure v r Na0,d0n&Con &UCtcon Inc PROPOSAL P. O. Box 262 South Dennis, MA 02660 DATE PROPOSAL # Phone (508) 394-4177 9/13/2004 300 NAME /ADDRESS Sam Traywick P.O. Box 216 West Hyannisport, MA 02672 (508) 737-5630 DESCRIPTION We hereby propose to furnish all materials and perform all the labor necessary for the completion of the proposed work at Jennifer Lane, Hyannis, MA. Clear road to 24'wide. Stockpile wood loam. Furnish & install 4 H-20 leach basins with 1,000 gallon pit,frames &grates. (pipe together) Furnish and install 4 inches t-base, spread & roll. Furnish and install 2 inches of Type I bituminous concrete binder mix to 18 'wide. Furnish and install 1 inch of Type I bituminous concrete top mix to 18'wide. '** Excess material brought in or out is extra*** ***Please Note: Landscaping and engineering are to be done by others.*** All material is guaranteed to be as specified, and the above work to be performed in accordance with the drawings and specifications submitted for above work and completed in a substantial workmanlike manner for the total sum of Fourty Two Thousand Five Hundred Dollars and No/00. ***$42,500.00 *** With payments to be made as follows: To be discussed. Any alteration or deviation from above specifications involving extra costs,will be executed only upon verbal orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Not responsible for landscaping, irrigation and private underground utilities. Workers Compensation and Public Liability Insurance on above work to be taken out by R.J. Nardone Construction Company, Inc. Interest will be charged on all invoices due past 30 days at 1.5% per month (18% per annum). Respectfully Submitted R.J. Nardone Construction Company, Inc. Per Note: This proposal may be withdrawn by us if not accepted within 30 days. Accepted Signature Date Signature J �raeSocj , s!S opt �� --. o.�s �✓G ��� L/ e 1 �� Gv� o �f o`�� 50�', o�nl.o�. c A eLk euvmavn f d 7L X S 7e �eour e.7; a� fioel- V /7 'U 7 3 7-56,3 1� c e,, e /I Application to 050P dSS�pPMS�(�'P,NAG S Old Kings Highway Regional Historic District Committee in the Town of Barnstable for a CERTIFICATION.OF EXEMPTION Application is hereby made, in triplicate,for the issuance of a certificate of exemption under Section 6 and 7 of Chapter 470, Acts and Resolves of Massachusetts, 1973, as amended for proposed work as described below and on plans, drawings, or photo- graphs accompanying this application. TYPE OR PRINT LEGIBLY DATE ADDRESS OF PROPOSED WORK ASSESSORS MAP NO. OWNER ASSESSORS LOT NO. HOME ADDRESS TEL. NO. AGENT OR CONTRACTOR ADDRESS TEL. NO. This application is for exemption of proposed exterior construction on the ground that: ❑ (1) It will not be visible from any way or public place. ❑ (2) It is within a category declared entitled to exemption by Old King's Highway Regional Historic District Commission. (Check applicable box) PROPOSED WORK: Describe and furnish plan of proposed work,showing location on lot,and, if an addition is involved, show, ing location of existing building. SIGNED Space below line for Committee use. O wner-Contractor-Agent Received by H.Q.C. The Certificate is hereby Date Time By Date Approved ❑ The categories of work entitled to exemption are listed on Disapproved ❑ the back of this form. I Pea- l1P7 I-eA S v l� �e S //,I SM' e f&ro t plee;L s� /o d 7 �f l 5 �`l ,�� r /1 1J 6Y'656 � reew o ' ` r i Town of Barnstable ��QFZHE Tp�y o� Regulatory Services VI ' snxxsres Thomas F.Geiler,Director M"M Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 REQUEST FOR ELECTRICAL INSPECTION ELECTRICAL PERMIT NUMBER (Permit required in order to process inspection) Today's Date Requested Date of Inspection I, hereby request an inspection under Massachusetts General (Electrician) Law chapter 143,section 3L and 237 CMR 4.02(3). The installation is complete and ready for inspection at (Property Location) Type of inspection requested: ❑ Temporary Service ' ❑ . Service Re-inspection ❑ Excavation ❑ Rough Re-inspection L ❑ Service luspection L ❑ Final Re-inspection ❑ Rough Inspection for ❑ Final Inspection for ❑ • Other Owner or tenant Licensee's name,address,and phone License number Licensee's Signature This section to be completed by Barnstable Inspector of Wires Inspection date []Approved ❑Not Approved This work was not approved for violation of the following Ardcles and Sections of the MA Electrical Code: E r.�& a _ W S &,49 N- t-7cJ 49 OF�j� WiL 23971 C )CI v c� 92j3y - 3 44�7 3 1 % A P ( !fir y 41 � 1 C:J9'✓ { A U-4- s - 3 f4v Vvv. ohs D 6L s 6 0 ;0-60 Z 7 ) Al j5v . .: Fm - 3 � 4;23 1 vv - 1 ►3 I ?o xo. _ r _ ol 3 .02 03, 3 7 y x Gay I,v z _b Ors 57v� t 3- o K ��S ._ lUi�p�L _ - - _� �i �_, Z 1J2 . `J3 � � I _. �_ �_ _ _ . _. .. . _: .� _ �: _ ��; �,�:_ _ y _:_ __ _.- _ _ _ _ I s I fl � _ �bl Ems / - _ � L. A-)I s a ZArle A-i 19-z zt� ai- � a f � L D NTH OFF lAm9�s LIEgERMq m► NQ 2397 N i Y3_mow !77 7 C4:5 i y C V ._, -Z._ . _ d r . S r I 0 sr 3 3.8. ort� ,� 338. 2 • ,J O :3 30: 337 3 /l000 6- 0 r - .. ... .. . ...... .. ... .. • .. `� I�ourL � fs� /l� USA. 4 - r � r � z U2 i. �: t a Q P) L n r r 56 - - ---- 56 A . / 00 ` , fA2 2 l 2 22 j AR \ �'• • � -,- /Pole"' � t � 'l ,�. }{Vl. 48 • 6 VOL' ITT :� \ \ ,,.• �/ ' '�'Y 50 Util/Pole x ...... Ole , '7 ZW�0,V,r.,�,e4 5r748 a 46 Hydrant42 �� / i � :::•:: ,h , � ,ry� /'�/ RAPHIC SCALE Stud Pl a n Of Land l 'bp UtLi ole ` kl)raii e \ ^ l I 60 0 30 60 120 240 Prepared ared For.• g Utl/Po1e "Asezkow r \ t y til/Pole \ { IN FEET In 1 inch = 60 ft. Util/Pole k Ut ~4& 44 42 lole 40 tAT 50 /1' l ,� Ilya n n is, Massachusetts Scale., 1" = 60' Date: August 25, 2004 1 i'•' � A 16 Prepared By. ` Stephen J. Doyle and Associates 42 Canterbury Lane, E. Falmouth, MA 02536 \ Telephone. 5081540-2534 J NO. DATE DESCRIPTION BY i I i ,• i i i ; i ' so Q8 AI? TVE / WINDsHORE '-.--------- -'_'_ - ... ........ Existing _._._._ _ - -'- - _ -'-._._. ,� i i19 -� 0 BM Hydrant Spindle �r�� �// �� ------ 'lG9 �� �\ I ,� t LOT 21 r Elev. 52.14' i�' i _- -_ ES .�' Ilt`l \-i �� �\ �` ';� LOT 22 r�r ofe \ I \✓ �� / / �^� f�jf .' �•��!� _'- / LOT 25 L0 TOff , L_ ' . i / A. ..► S LOT 26 ` ' �p3 �A4 �_� Roadwa t �X, �.<. •/,0 O LOT 28 LOT 27 1 e i Easemen (2) 6' Dia. x 6' Deep /.'/i 4� ii `� •/. % Casef�q�e I i 1 Leach Pits r_ 40. _ --► 9+19. 78 001 ''' i' 4� i' �• /' e�� i I 1 20 x 28'L xB6 D ! I i 49.00' Lt. 1 �'' •/• - \ i �Q Inv Ele v 43. 72 o II 11 El. 52.54 Y!. cc) - }- -- 0 9+19.78 / 00 CD _y , •`• '\\\ � •' . `B � i-' � � _____'•+ Existing ,� ;;�• --' -- �\ u' --- _{_ -- _ _.c.n_._._- _ - --- - _ _ _ _ ...., '.,. ... (2) 6' Dia. x 6' Deep _ --I--------__ r c/r - - - -- - -•'� �' 01 L.F. Leach Pits qftft. - - - -- --- Wi (1 Set in Stone Bed �,.� �.�'- -'_ o _ N ,- -- --------- _ _ _._ _ _ _ _ _ _ ,...,� ement 18 ...� -� y- _ -------+- -----__- --^�- _ __ - - - ..�•--•mom.M �.;_ - pop sed Pa v 20'W x 281 x 6'D Q8 •... ''`' may"=--- o - - y, Water on ► r• O i .� � •`• �•-• _ _• -��•-, � ,�„�,.,�P�� � Proposed 8" � . Inv. Elev 46.66 / ,.. _ .ire• gydrant 1 ��. N. /Ao•je \Q6, `� ; �f� •�.,,t�..•.• •�� o�••. - 38 -'LOT 5 r�1�1 � � �\ \� ; CIO s TPI El. 35. 7' 0" TP2 - El. 35, 7' 0„ - - i �� I Aofe / r' i J D \ A O 11 i N 10 5 1 „A» TP3 El. 46.4 ON TP4 El. 45.8 0,. i A 6 6 g 0 Organic 3„ SL .Y.r / N SL IOyr 5/1 „ "0" Organic ,� N 6,336� It \\ \ �\ ` S(6, "B»LS IOyr 5/4 "B»LS IOyr 5/4 'A" 10 6 2 3 A 33 34 HeadProposed wall di►zth Concrete �� � ` HIGH POINT ELEV = 52. 05 30 36 SL f'l' / 5„ SL 1Oyr 6/2 35 `� „C» C p„�� � IOyr 5/6 � IOyr 5/6 / 36 of 4=6" Stone Chips ` � � HIGH POINT STA = 8+32.88 SIO � 37--38 � \ \ MED. 10'� 7/6 MED. 10 7 6 p° 36 3611 --70.01 \� PVI STA = 7+96.94 � / Loam �38 Drainage rp� �` � � � SAND SAND 11011 » » » i Min. 4" Lo 3� LOT 6 1 end Seed EaSe1nent � � I � PVI ELEV = 52.31 Adjusted HGW Adjusted HGW C C• ` -____ ,% ' ,1 A.D. = 4.33 (I'ler! 3 1) (Elev. 32.1) NED MED. ® 3.1 Slopes �� -- sl4 Ma ter 96" (Eenr2B2) (Flat! 27.7) SAND IOyr 7/4 SAND IOyr 7/4 LOT 4 I100. I El. 25, 7 120" PUST00' VC 1'20 El. 25. 7' N „ A = 1+42.25 El. 34.9' 138 El. 35.8 120 No if'ater Encountered Xo Water Encountered PVI ELEV = 46. 74 d 1-4A.D. = 0.39 N o O ' �o I ( LOW POINT ELEV = 39.99 c� � F,, •d USGS Groundwater Adjustment.- 100.00 VC h r7 Q, r1 d O rij A II R; Zone - D LOW POINT STA = 4+00.28 II V II Well - "r 230 PVI STA = 4+05.68 t� A W d V qj •.,� Adjustment - 3.9'= El. 32.1' P VI ELEV = 37. 76 Gj w y p w II W - • W TP5 - El. 53.5' A.D. _ -7.13 � V � � [� W oA � � »0" Organic 0" r� ...................... A SL IOyr 6/2 cV� 250.00' VC I �� �' ,,, �'- -'- -- - -- - - - - - _061� -- B» 5 IOyr 5/6 S=O.05 »C150 , � �; 12 RCA" -.- ,.-.- W O .,, SAND yr /8 �'' MED ko -1.029 120" II °j W 0 5 „ 2 S=- oa ' O C q [�, V W : �2q 12" RCP MED. 7.5yr 7/8 A IL4 II � Ell3' i i SAND\\ "i i El. 41.5' 144 No Water Encountered / I I I I N- ................ b .ti .... ��,! ' I I \ o - ........... St . ........ .. .. . .... 40 X,�37 68 12 RCP12 RCP S=0.01 .pI n anal Pz"ofzle Prepared For.- J-E71V1VIE'E7R Lam.NE' 30 In w Hyannis, Massachusetts Scale: Hrizontal1'= 40' Vertical 4' 4' coo Date: September 24, 2004 Prepared Br. Stephen J. Doyle and Associates DATUM ELEV 42 Canterbury Lane, E. Falmouth, HA 02536 25 Telephone: 5081540-2534 -Z=i! ti , O , t\ b Z\ O O r! •'' O O O O d '' O ' cb O r! ' O rl , rD � N c0 art l'j �i O NCO O � � O � O O � �i nt �f V. `.� � i �J• d• � �f• �• �f• rf• !}• rl• !} �}• r)• <I• �'J � �• �}• �}• �!- r!' rf• �}• � �}. � b � � � � � � h t j h � l[, �j 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 rNO. DATE i DESCRIPTION BY i i i i i /. D.RI VE WINDsHORE .......... _ _ _ _ _ _._._ _ Pa vemen t - --'�` _ _._._._.._._ _•- -- - - so --- - - - l C__ Existing -•_._.--- ---- _. . � LOT / /" i / - _ _ _._._ _.-- __ - _. Aofe 1 \• 19 i BM Hydrant Spindle fry /� i ;/ ___--____-- mod? / `� ' 1 .i LOT 21 rr ,/ `\ / ` \ '� LOT 22 1 Elev 5 14 \ �rf ;i •�•!� - _ .' LOT 25LOYT Owl . •'�•� LOT 26 ' ' � � � i ! _/ wa t % � •' >' �'• �5'� `;�' 3 �A4 \ i i Easement Tp i i/ �'L, ,.<•. O •/' / LOT 28 LOT 27 ; e ; I ( E s ol z i 1 1 (2) 6 Dia. x 6 Deep / `�.� ' o i 1 Leach Pits r_ 4_0_ _ - g+19. 78 ' /• / e ' 1 Set in :Stone Bed 1 4 1 ��',.�' i' /• _ _ ' j �� ;� 1 1120'W x :28I x 6,D i i ,� �9.l. 52 54 � /'/• b _ �' % '3 JO ; ► Inv Elev. 43. 72 _ / / _ •_ ; of 1 � ,' r�ti ( •_ / b �?' ,�- - _ � / / ,- 1 / 1 1 _ - +------------- / ;/ `�J . •� •/• 7 i'' �� ice/ ,``-__ -.. " / 1' `+ Ij/'W � ' -� - 1 --� • s Ut 78 : a 11 �2 �' ` --- . v _ ------- - '�"-_--- ,co � s Existing CB 1�ir3t�• �•`• ,, -y1• ,, � -- ----� ----------_._=_ _ -- ._ c'-'-'_. _ - -'.....� ""'...'i (2) Dia. x Deep �•�• f � •� \ • ' ` ..,, -- W ��=�....-. = �� - o-.�' ` •�•,��. .��.-•- •�,,\ .i_-_/ , 1 Ol /8 L.F) Leach Pits i •�. - car- - •�... �.� �- R j�j de ( , Set in Stone Bed �O ; i .� A�• _ � y_._ ro - r_ - _ --- ,�.. .•-•+ 1 �.� Pavemen 20 W x 28L x 6D .; i,' X� •`, • ••` ._ __ -�a.'i---- _--A---__ C.��.....�'...._• _ __ __• . . P y• mom. a\8" rater main \� � � •,., ._ proposed , , , % / � \ •�,;, /-_ _ _ izTt_ _ _ - -'rr� 1�7� •a•e•,.- gydrent �� `\ 1 ► ''.`� Inv. Elev 46.66 Q� 1\ \\ ! 1 c5� TPI El. 35.7' TP2 - El. 35. 7' TP3 - El. 46.4' TP4 - El. 45 '~ _ 38 LOT 5 ��. , \ 1 s 0„ 0„ Aoje r �. i `� `'t8 A ,sL IOyr 5/1 A IOyr 5/1 » 0 » 8 0„ / I 1 \ 6 SL 6 0 Organic 0 Organic „ o aeow m �� \I \ 6' LS IOyr 5/4 » LS IOyr 5/4 » A SL 10T'1' 6/2 „ A SL 10yr s/z 0 35 33 34 36 He�pos Co 4ret ed \�� \� `� �0 HIGH POINT ELEV = 52.05 "C" VIA p,�V B LS IOyr 5/6 BLS IOyr 5/6 / QQ 1 377:036 of 4'-6" Stone Chips `�\\ ��\\ �\ HIGH POINT STA = 8+32.88 MED. IOyr 7/6 MED IOyr 7/6 � 36 36 _---7o PVI STA - 7+96.94 SAND i Min. 4" Loam �3e Drainage 36;- Tp1 LOT 6 �, \� \ Adjusted HGW AND Adjusted HGW "C" "C" and Seed Easement e 1 , PVI ELEV = 52.31 , (Elev 3 1) (Elev. 32.1) ® 3.•1 Slope , `��� ____-_/ Q r A.D. = 4.33 MED. Water 96" MED. o ,�� Wa ter 90" SAND IOyr 7/4 SAND IOyr 7/4 (Elea 28.2) (Elev 27 7) LOT 4 I 100.00' VC I El. 25. 7' L20" El. 25. 7' 120" PVI STA = 1+42.25 1 El. 34.9' 138" EI. 35.B 120" PVT ELEV = 46. 74 d No Water Encountered No Water Encountered A.D. = 2.39 N °� O hya � ll I i LOW POINT ELEV = 39.99 c� m E, USGS Groundwater Adjustment: 100.00 VC Zone D LOW POINT STA = 4+00.28 � ro a�i W K _q o II 4 Well - AIW 230 PVI STA = 4+05.68 914 W w Adjustment - 3.9= El. 32.1' c� PVI ELEV = 37. 76 » ,b .ro W 'a � TP5 - El. 53.5=0 -713 q w o "O" Organic 3» O W d I I rob q W '� O �• :'' ::�_ A SL IOyr 5pp 250.00' VC �o ,. ..�' -•-•-•-•-•-._._._._._ _ _O 619 ,B„ IOyr 5/6 C� 0.1 IS' 36„ 50 m »C» tr �o S=0.05 1 o 12» RCP MED. O � o SAND 1Oyr 7/8 ._._._. .... ......... o � 'mil �., � n2 q O � 120" Cam; � S=0.05 i i C2 1.2" RCP i i MED. 7.5yr 7/8 I D4 3 i i SAND i El. 41.5' 144 \\ O w a No Water Encountered Ga'� O .............. .................. i 1 .......... ...... 40 Xy 0�' 37.68 12 RCP S=0.01 a _n a n fi 1 e Prepared For.- J-ET Ill NIF'-'R LA Nam' 30 In w Hyannis, Massachusetts Scale., Hrizontal 1"= 40' Vertical 1"= 4' Date: September 24, 2004 o� Prepared Bj- Stephen J. Doyle and Associates DATUM ELEV 42 Canterbury Lane, E. Falmouth, MA 02536 25 Telephone: 508/540-2534 .., co •., O O O O O O 41 N O Z\ c0 cp j d c} 01 ' ti O O O O O � O 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 NO. DATE DESCRIPTION BY --- - -- r / r i. , r. , r • / . t . l- TD REWINDSHO _•_•_• pq Vern en t t s _ .J _J • ExistiDg , LOT 19 - rf. // ► __--------- LOT 21 20 \ BAf Hydrant Spindle �0 ��r. t / / \\ :� LOT OT U ' L 2 t Elev 52.14 -_ 2 r/ 3 L _ _ / l , LOT 25 \ LQ 24 , • / r \ .�' 2 t OT d L - . : oa YOr � / R / r ✓ merit TAloll , y / cfi : � _ i , }Vase / r '� O LOT 28 ; f < / L LOT 27 s / p . ( .i 2 6 Dla. x 6 Dee / a i I P r Leach Pits 9+19.7B Set in ;Stone. Bed _ I49.00' Lt. ROW � I I 4 \ 45.00 t tv , 52.5 , � ---- w t t EI r o • Inv -Elev. 43.72 ell b 1 I t O r f / U .A 1- i' o 10 ---9+19. 78 - t. .�_------t-- / tia _ 1 i cS Ln }-___.--- _. e ExistingCB Rim '`-,..,� ,,, ,,,- �,, � to ._. ._.�. _ , (2) s Dia. x 6' Deep _ . .»- - - i .r+. Elec!.4B.20 � ' _ ._._.�... Leach Pits r ,._ _ �.•_._ _ 1101 • , 'ti w �.�. •_. \ _•_. Ide Set In Stone 'Bed , Pa vemen t 18 zo'W x 28'L x s'D o .�="- _ _ •- osed \ osed�8" Water Main \t ; "•, ` , proposed 8 �._. _ Prop Prop , Inv Ele v. 46,65 t t \ rant ► . ale H � t � .. tl � r \ i TPI - El. 35.7 H TP2 - El. 35. 7 " , 5 �. \ \ ► s0 „ „ » » 0 TP3 - El.. 46.4 » TP4 - El 45.8 , A A o 0 o / \ � 70 51 10 51 '" „ Ito H 1 1 Yr' � Yr• / »SL SL , � e i> Or a i I _ I H » » » -0 n c . _Or anlc � 3 3 : » , » H t 1 \ f B 8 C 1 8 St s�33 6' 10 5 4 10 5 4 A A •. Sl I ► ,.m•� � � � LS •j'r / » LS Yr' / H IOyr �6/2 " 10 s/2 I > \ 30 36 SL 5 SL Yr' S" I O O \ „ " " » \ i 3C B 8 �.•. _ Pro osed Concrete Q » N \ � 0 �5 6 _ ti / 1 P » „ 1 I(7 5 3 Yr' / Yr' ,� HI _ C Lis LS GH POINT ELEV 52,05' '...Headwall n7th 4 Bed \° C- � 35 H a 36 36 9B / of 4 -6 Stone Chips 10Y1' 7/6 �O t s7--3B --- \\ \ HIGH POINT STA - 8+32.88 �y MED.: I oyr 7/6 p°"° - 9.00 \ PVI STA = 7+96.94 SANDe � SAND " „ r and Drainage ina e LOT t Adjusted H G W Adjusted H GW »CH 4 Loam PVI ELEV _ 52. 1Min. Easement (Elev 32.1� EIe v32.1Seed C MED. MED. _ ____/ A.D.. = 4.33 ® 3.1 Slope S2'� i A » )Water 96" SAND 10 74 SAND 10 7 4 Wa ter 90 Yr' / Yr (Elea 2B.2) (Elev 27:7) u 20 o 1 LOT 4' 12 L E. 25. 7 '. El. 25. 7 1 i 100.00 VC 10 _ 138" 120" PYI STA 1 f 42.25 ti o El, 34.9 El. 35.6 N O PVI ELEV - 46. 74 `st No Water Encountered No Mater Encountered O _O AD O O � US'GS Groundwater ter Adjustment- LOW O POINT ELEV 3 .99 co <t o ti , IPI LE 9 � ' � ,A I zone - D �t• O t � I 0 lOD.00 VC �" O I e - 20 ... t� I W 11 AM 3 4f .2 ,LOW POINT STA 00 8 � . o a� O _ � q �, 11 �, � V O �., � � � Adjustment S 9 EI. 32.1 PVT STA = 4f 05.68 •C o t~ d W W W Cto PVI ELEV 37. 75 � � ; h r� � V o �t E � II � .� W � O TP5 - El. 53.b' on �... b _ � A _ .... Or anlc N A.D. 7.13 ' � .. ar ,� � B' O Cq Ob,gNO _ ' - � � � O A SL IOyr 6/2 » W W --0.61 ,. » 5 � � 0 10 56 250.00 VC _. 50 ch "C" pem S=0.05 1 12" RCP MED. co c\I h V � O 10 7 8 . •...•.. o SAND . ._, - 120 10 C 29' a, O W S 0.05 v W ., ro .. 7.5 ? 8 M 13 ED. Yr' / .,., � V � ti r..r. •.. q RCP M SAND 144" :,r El. 41.5 O Rf 1 i No Irater Encountered V ti t IU. Lit I r ...• R *Y290Gx 40 oUT otlz' 37 se 12_...>_•R '_- S--0.01 K .n a 1-2 d -Pr o-fi a e Prepared For JE7AT- T1-F".,E7-R L.A Nam' � C o ti In - b � tmwA M' � 30 o LIEBERMMI T-+ r w �o.z�r, Hya-n.n.zs, Ma ssa ch use t is r on t 0 -Vertical _ a e Scale: H IZ al i 4 1 4 O ► F 4 O ss� ALA Date. September 2 , 2004 ' • Prepared� l� By.- Shen J. Do b� Stephen le and Associates P Y l � DATUM ELEV ,, •.,4 42 Canterbury Lane, E. , Falmouth, MA 02536 T 25 ` E,SN .*0r.41': a1 Telephone: 508/540-2534 r ati G�5?Eq� -hG • . g g N ttj Z� O - o v • R vision .�3 a <=> O O •., �o ti m p ti O _ �a O �, - -, ley O �\2 ,,t O + O t\. Q 2� •ti � � � '"�' !}' C`3 � � PHEN t, !!• �'J O Oa �'J 'fit• ` �1 h c'J QJ b O �tJ � n2 e � STE �' N n2 ti O O O h O o J. m � �# -4 O O b O O d O O ^i � O N O ..� �i ti ^i �i j wi i 0�'l P. e 14- #37= • b cG Fcc p D SU 4 0f0 0 1f00 , - 2f 00 5+D0 SfOD 3+00 4 f 00 7f 00 8+00 9+00 1 10_12 04 Rev a Easements Drainage B NO. DATE DESCRIPTION t , . ; / 6 VE•/. , - / V f' WINDSHORE ,, ----------- __-- - � �. , \ �•� 41 Pavement - - ' Exls ting - rf�) o \ t 19 J LOT t �•�. // , ; ---__ ,; %tom / \ t S LOT 21 \ BY: Hydrant Spindle j�� i!i i .' ��/ `� \\ LOT 22 LOT 20 + Ele v 52.14' /;` i i i - tj0 �� \\ ,T of t t / ; e \ LOT 23 __-- -\ LOT 25 \ LO I?' LOTI d wa f m oa Y , 4 t I / i 1 / \ S i .I seine IA / LOT LOT 27 ; e. , r + /• , - . .; / y , J>r. / I r + (2) 6 Dia. x 6' Deep �- cJ 40. 41�* Leach Pits Leach r 9+19. 78 I , Set M13tone Bed + + 49.00 Lt• f / 45.00^ 20 W X 28 L 6 D t tv ' 2.54 / - 5 r/ I r + Inv E)e v 43 72 0 i r + + O i� �J� y ' 4 .� � ------ -' '� i •tat i � �o ' .-_� i --• �• f • J I of / �. • � _..---_ :i : . � m „ . ��;� © U�loc$te �� . � p // ,. `\ � \ co �•.�--__.--- 0 9+19.78 ___ _ 1 � dD _ e / vr• _ i A 'ti O (2) 6' Dia. x 6' Deep �x FWsUng CB Rim • t ___? __.__---- _ _ t" - _ DEle - _---- 45 \ t Lea ch Pits .. ._ -- \. .__.. Wide ( Set in Stone -Bed ; .y • D r_ - . �"- _ - - - - - _ - - t �� + 1 � �. proposed Pavement 20'W x 28'L x 6'D •,; ; Sl8 •- .- - /%'• � o �.•s _.td7- __ _ _ - -- �^ - Proposed \ Pro osed\B" Water main t � 1 \ ~�...,� i \ r -. - �- '..•- e rant p t + + - �' ,• \ Inv. Ele v 46.66 Pol Hya t t \. / Ut11 t + \ \ TPI - El 35.7 „ TP2 - El. 35. 7 N / of t / O e �fi' ; t1� - �•< , 38 LOT 5 t \ \ I s0 „ 0 N 0 TP3 - El. 46.4 TP4 - E1. 45.8 1°0 / t I A A 0 0 i 1 , 10 5 1 10 5 1 -N N _ N H o r' i 8 SL yr / N SL Yj' / Organic_ \ D Organic N 0 r » 3 3 6cft \ t Q B s,3 w m,� o, t 6' IOyr 5/4 B 10yr 5/4 A 10 6 2 A � I e•.. a� o � �_ \t _ � 30" IS 36" SL 3'1' / 5 N SL 1Oyr 6/2 5 N Sx o 33 ,. Proposed Concrete t Q „ B B � + 34 p ,. \ � N 0 5 6 r t 1 1O 5 6 _ C yj' / .Y�" / + HIGH LS'H H POINT ELEV 52 0 ,� ., LE Headwall »nth 4 .Bed � 5 pe N � t C N M . 38 \ \ � 36 36 of 4 -ti Stone Chips t 10 7 6 St 37 \ HIGH POINT STA - 8*32.88 / MED. min O 3a ___ \ \ MED• IOyr 7/6 oo �,y_ \ \ +!{t , PVI STA = 7+96.94 SAND SAND m r elnabae 1 LOT 6 i t _ Adjusted HGW Adjusted HGW C C Loa Dr L _ 4 1 �' LEV _ Min. 6' � ` P E 52.31 , i M i I e n t Ele v. 2 n2 3 .1 5e Elev 32.1 Seed Ea � � , 1 � � and Se \ \ � r_ � A.D. _ 4.33 Water 96" MED. xfED. ® 3:1 Slope + �. '-'---- - s2' Q A Water 90" SAND IOyr 7/4 SAND IOyr 7/4 (Elan. 28.2) (Flay 27.7) 120 I 1 12 0 LOT T 4 1. 25. 100.00 VG' E 7 El. 25. 7 PYI STA = I f 42.25 138" mom El. 34.9 El35.8 PVI ELEV = 46. 74 4 No Water Encountered No Water Encountered . O O � �I rl• 9 _ A.D O � II h �., <F U.SGS Groundwater Adjustment - LOW POINT ELEV - 39.99 �t �o q Zone - D a � � � II 100.00 VC o ., W = Z\ O Il hell - AIW 290 LOW POINT STA 4+00.28 � � b � , a� o ,' o a � d, II d• t\ V � � � � R3 Adjustment 3.9 El. 32.1 PVI STA = 4+05.68 rti W W W Co V .... *PVI ELEV = 37 76 � q � 0 E lO rB5 a3.5' A.D. -713 � .. nic NN ytS , A V N 1 o ,.• �. SL --0.619 HBO 0 250,00 VC �� c� U36, _._. 50 NC N psro loo S=0.05 1 HER �o c� .RCP V ti �` 8 • ._....�.. :...,.,.. �. ►a SAND o 10yr /� 0.05 i i z 7.5 718 12 MED. Yr' /� •., t/� V � o � ,,.r /./ � RCP ,_ I I II 3 + I SAND / El. 41.5 I44" '\ Oro °fit i I i I No )rater Encountered i ............ L .... t .. � Li 40 XV o U1' 37.8 e 12rCP S=0.01 .z Prepared,For` J-E7NN-T-F E'.R L.A AT. C 4 _ G In b � WtWAM � ♦ -, , 30 W No 2 �';'' Hyannis, . Massac.h use t is Scale.. .. Hr�zon tal 1 - 40 Vertical - 9 e. 1 4 dL o 'Fssr n�E Date:` September 24, 2004 .. Prepared By.- Stephen�0Lf 7 1 6� J Doyle andAssociates ,... 42 Canterbur Lane E Falmouth MA 02536 DATUM ELEV �, ►► �� Y , 25 rp►��\N o tuss�Q�� Telephone: 508/540-2534 . G Fo �• � v- ` o N o ro o q o nt O !} �J O O C*J t\ t\2 .,., QJ N b �o O e! C') t\2 TEPNEN C3 Z� 2` O O �' ^, O O O O O O © O © ti n2 t} `� cZj `^, .y M ti ti ti ,� ", ti ti �, J. fl 'Tt e} <t rf �} <t r} b �J h b h h b pCYLE P v A � `0 at,, Of 00 1+00 2+00 3+00 4f 00 5f 00 6+00 7+00 8+00 9f 00 1 10_12_04 Drainage` e Easements B NO. DATE DESCRIPTION -- . . _ . ,,Z. I ", _ 1 I �. �_­ ' ' I .,' ' I I � . I I I . I I - I I I � I � I �, . 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I,I..//�.I,1�:P;,I 1II,1%I/��.I�-I 1�_,�/I",,--.,�/��I/�..1�.",/�I/�-�/�14�.;,./Ip/AI.I I..%I-I.�I 11/I1II,..I.IJII-II'I I."eII-.IlI.l-:'I I/�l I/I.I-,I�.I*/,I II-.-.I--1I 11-I,�11-11 11&.1111-�:-I/I�-�II/-,I,1_/��/_�,.._.,I)��..N�I�I�I...I I./II\�I-,�­_/lI/I.%./,�I -I,"\/�II./\_/I/I..I/�\-/"II0/./._1�.�///.*I,/-I -./,-,-/.._*..I 1/,../�/I I./_ ..__I"�//.'I\I � /3�-O I,-�*I�-I ..-I_�,-._-_iI�I I,, ...1.�"II I.-�I-.�I.-"I......�.......I�III 1I 11 I�I11I1+_,1�1I1� I I.�'1,.I.qC-�0@I�1 4J T.y, *."._II-�I,I"'��,.I-.,,Iv,-lI eI l,".,.,_I 1.-,.\_. ,._._.I_.I _1 1_I11% 1�1%�.1,I.�I"!I.1�,.111 1 1.I.1-e/-�I,,.-� f �II,­��I� I N.--I�/-I-I---- I--.,--,_..-I�-_I�_�--I\.I---�.'--�,\-:. V El ---,,--.I-I 7::i.-....WI-I-..I-_-�I�I�I,.-I ..�.-.q,..-I.,./.I..�.IE.I-II/I.- ._-II�I I-1 I.--.1.-,�-. -I -1I .�-.I_I-1.,-_I-.I I_/I �0-I I_� 1--*I.-:.I1.-.::1 .*1-D,1�"L\I 711--01���R ��I I.-II\.�-\.I-I ' �...*1 I I.. .:I(..1...�.'I\J1I1'11 1 &//n I -_1. ../I I/1I II.-II�I�I-O1,2I'Is1\. I/ 1,I I II.I,.1.1�\,1.I-1I,.\1,-;I�,1.��I..- �.. E s�. H _.iS .L__-� -O__�6)__I-1-,5 0I-r--1-_1.._SI I l ._♦ _eI.._rn�I I I . I�I I/�II 1.I �_1I f I_\ _\\_II 1_0-t-_1--_ ---_I/--I/,./I I-._�a/_._-I-vI I. e.-�n1 1 1 %I�DC I I)- 9(.-_+I �_--� _- :_z�V0,0 r :_ _ • _ _ cS vem _-- Q t _ _ � Pa r r _ , • • t I • I S _ � I.II.:t I 1 .I 7:* X g ... • . 1(::!­,II4.:i:1V.1II.I: ­:I; � . I� 1I 7-1I 2". ./:1:%�I I 1 l.e"6/1.I 1I M I '�CD:I/�I w I I I?..1'p� _ -t OT 1 r �. / Q ` T 21 1�I�. 0 , \ LOT 2 / \ 1 . I./�./I/ ant Spindle r \ I/�*1 I\"E-1.1 DI".I.--� M dr n II1 /I,�I B H , y P __ t t _ : 1 / Ele v. 52.14 � f .... D r /,,a \ �. \ , r 1 , ; \ . _ _ o ♦ / / r 0 T - _.. L /. I t r O _ LOT 5 . 1 �` d , , i! ';: / \ A , / ♦ t / / o j / \ �? f f �+ / 1 r 1�1 I 1-I I .I I� . 1.I 1..I I. II.I1 I. / i. / / 26 • I yye ♦ I.1 .,��II . :LOT oad Y / 1�I- I.I II II I I 1 III1 I..I.1I. 1I.1 III ,I.II I I..11I- r r 1A R . 3 t 4 . ern Ip / I I Ea5 $ , / / . E /. ♦ , / . 2 OT 0 I L 7 / ! L 0 I / • I S / r,. Q Z .� / r , I 2 6 xa: x lS Dee ... / L / I ,, .r I , , / C4 , 8 / / _ / _ : / t Leach Pxts 78 • / / s I r 9+19 r � I Set 'Stone ed t / / / : , .rn , B p Lt / r , , 49.0 t : r / . rb . 45.00 20 W . 1 1 r \ : / _ x .28L x 6D w 54 r % - t tv 52. \. r . , , { In El 43172 i t r , ♦ / I .t . 1 O i r ___ t t _ _ a / �IC I + • t / a • : r t ---4 D y _ a . i !': i I / �-t r o / . r - t : r .. .. �, , t / { i ..1 1` O ./ �l \0 1 > o t t A • Y o , t X I _ 1 t t e ,l / / ,. , / �a _ / N R _ .. i 1 , • o O d 8f , r r+ '1 c f �_-----+- _- _ I r ..�-- N 0 a r -ti__ � _ r , o .__ r t _ _ :. . r \ , _ r -..r �. ... _._. i .. ,_. � 2 6 xa 6 e __ . . D x De -`'_ r r _ _..�. Fstfn CB _ \ , g r ._._ � • �- Leach .Pits ._ -- .. F d _ /. L v 4 ... !y 1@ B`�0 {s? E ,: ut 1 _ 1 0 �.. _ ._ d Set in Stone Bed \. , -_ - W r t _ P _ e N D C7 .. r _ t r / , ..t.. _ tdi , e _. \" a t _ r se "ose t 1 Inv. Ele v. 46.66 / _. r o Propo Prop � C� /- - - t J'i;Jt n : \ _. e re 1 X , o � r P . , 11 � - . t r t / � f (� t / � t d 1 ,l t . • A ., PI EL 35.7 ,,/ T..• c'S TP2 El. 35.\ 7 .A t i _ � t , D / ! 3 1. 6 4 4 1. 5 cS » N ! N TP E 4 » TP E 4 .8 I ,; t 1 LO ,� f o A A 0 / o -s a 5 1 I SI 1 1 1 , o jj�' � d SL SL I 1 8 Or anxc r' � 0 Or entc » �C1 p , 8 6' s 6 N !! N 3 3 "�. �,, : t ... � 1, » t H q t B B 1 c 1 Sl' r A A 338 / � t er 0 4/ _ 6' 5 0 5 4_ 1 1 .3'r' / / _ 1 S 2 0 2 Sz' •Yx" 0 1 6 rn LS Sl I m.e.e .. SL SL �' / » o 0 36 5 5_ 1 3 . T i O B\ 1 9H B / o »" St mete 34 ed Conc�. Pro os 0 6 5 0 5 6 P \ � 1 I j'r' /1 4 _ •I'r 3 C L5 _ LS -. G HI H POINT ELEV 5 Z 05 m : ed � ' C eed>yell mth 4 B 5 8 fl \ , 3ti 36 3 \ . 0 6 1 7 cnl s .:. /of 4 6 Stone .Yx' / NIGH POINT STA 8+32.88 MED. ,� Sl 3 ,. 8 � \ _ MED. 10 7 6 D 3 _ \ \ �' / - PVI A ' "SAND 5T 7 96.94 S D 7 0 AN //��.O N : q "�`8 GW 3 Ap . Ad usted HGW Ad Adjusted H e 1 6 J I C C t alna LOT t t- _ am Dr g 3 � _ 4 Lo PVl ELEV _52.31 ! 1 n. 6' M Elev 321 v le . 2.1 m 11 t E 3 e /5 / MED M d � _' See E and A.D. - 4.33 q - Water 9ti 4 4 SAND 10 9 'SAND. : 10 7 o t Yx' ,/ �- / 1 Water 90 3 1 S P O 1 \5�.:I";I;�7II 1-1(\\I.1 "\II-.\�I.I_I/1��III.1,:I"L-.I1I 1�_O,1II I�Y.. a(�111I.II�),11 a 1 I� �.,*.�.1.'IZ I�II� .. -� I 1.�I CI��o. \.\\..\I I le 7.7 � I I\.*11.*.I-NI:I-.I I I I-1.I I. Ele v 28.2 E � 2 ! 20 1 i 20 1 4 1 L or 1. 11 .� II II 100.OD VC E1. 25. 7 E1. 25. 7 _, _ !`, 138 Iz0 O . 34.9 E7. 35.8 _ VI STA - I f 42.25 _ EI P . _ y c P U ELEV 46. 74 - �}• No .Water Encountered_ No Water Encountered 0 0 o a:--,_- _ o o A.D. 2.3 y co t7 _ O v II q. IU-��1§--f_N'�.I.4S b v USCS Crou d►rater Ad ustrnent. .. tc3 O E., � n J OW POINT ELEV 39.99 . � nt ,A Zone D L *+ b it t� o - t� •q �o I >f-@I z o 0 0 VC 1 AIW 3 0 . 0 tr C�1 ! ` _ h , 4+ 0 8 � o : :.:LOW POINT'STA 0 .2 � � � us ant - 3.9= E1. 32.1 W II N V O •+.) Adf tm t\ � t -- 4-f- 5.68 W o P VI STA 0 I w �, W -� h t o. o i TP5 - El. 53.5 » PVI ELEV 37. 76 i o . as_. ,.. 0 91xxC _ r Z\ 1 A:D. ,1 � ti � 3 o 'r a W !! ! fr A b . �r0 s z q 0 SL 3'r _. �y W 5 0 ... •V q !F O 19' �\2 �. B t, ! _ _. LS 10 5 6 250.00 ,YC W rN` !'L7 1.>a , �V/K�J :.. - '- .... C 0 O Js . - O c0 5 m 1 MF.I) 2 - R co d• CP „ 8 AND 1 0 7 U , _ S 0 "06 II ja w ...:..:.: . , :. q : I.II�I II�1II I1I�I II-I I 1III����...1II 1 II.I I�� I�I�I I.I I�.'...L I.II LI�I,..I:1t_'­I'I.I.'o:lII Il I=II'z.'I1'.II�.'1.A1�.A Iz I­I..I�:I�­.�I I���I.�-Q�e�.1mI))1.II .1I 1 II.-II 0N-��0 Z q,Z,:��-I I Z1.�I�I�1 II I.�1.I�.I.. I...I�I.I.I.I I�I...1I.I..II1...I.I����.­......I II.I..;I.II.,...;I I II II�I�1 I1 I -1 1.II. I NW+--_4I 1 �. :,: . ; o 120 Y- y.� ^°� of O w ., � a lI • V vJ :::. t 1 0 -.".( •y 0 4 f~ I i � V r 7 7 W .j'x' / • 2 -. "'tl p t R t . C� r C. v � 2 W 7 • r '.: V r t i SAND ,A t 144 1 c, r E1. 412 t I 1 - . . e a No (Pater count re i E� O 1 , + W r t - - ro � A I t N _ o o to . i 1 :..... t _ . 40 -•_., r :, II II ._. ._._._ . ._._ r . y, P C 8 1 2 R 7. s vT s , a _ IIw_ DI _0. �. , S ;, . . . .. .� I . I I . [I I I 1 a r� a .n c� .F'.r-o_fi 1 � 6 d Fx re are O P P 0 f S N M A S J�NNI�ER LAND E. s9 11 w c R 0 ti G In b 4Yt M N . w . ' G q T,► r Q UEBEAMMI i ► H a:n•nis Massachusetts 1 30 W , N Cn Y 11 .: , Q.23s71 mII A 1 a- . c e. rizon tal 1 40 Vertical 1 4 - t` e Sal H 9 F O F b 4 0 Da t . Se tam er 2 2 04 ss e p , co / E F Al e a e .Pr r d B 0 't P Y `: b b Associates Ste J. Doyle and Stephen P Y A 2 36 almouth M 0 5 t ne E FA 4 Ca erb u La h s 2 n rP I< DATUM`ELEV . a • .. � � o��;t„ � Tale hone. 508/540 2534 v �� s P ' P 25 F - a� ti S E � R r Ca. G F 'C7" C3 .T'1. �a, � � _' Z S Z o � t\ O P 7 , � w tb � : O O � O Z� _O m O O �t O R1` O .,, � ti � is �., tp �0 #• � n2 HE ti ti 0 P ►O cb �, t\ E T O *� �b e .� S� O �. 2� �J O Jro . O CO o N O 47 O O h �`] ti O O O O O o rt'V ' - tcJ b h h h h QYl � � � O h J h rf• ►�f tCJ r}• `" �' tt• fit• !t' , C _ 7_ �3 _. ._. ' 0 A , , 4 A f b Fc _ Q• c a v • a D U S � . d t +00 D . 6 0 9+0 4 0 5 DO = 7t 0 B+OD 0 00 f0 f f 0 f 1 D 2 00 3+DO . _ _ i a e asements. e Dra n E` . R n. 2 04 B 1 10 1 , !PTlON 7 DESCR N0. D A E t I � I I � . I I I I . ��- F 1. r - . , „,.. _