The URL can be used to link to this page

Home My WebLink About0729 PUTNAM AVENUE - Health F 1HE ro Massachusetts �o yti Town of Barnstable, Department of Planning and Development mmsrABLE. ' Office of The Planning Board MnSs �AjfD'MAt A` 367 Main Street,Hyannis, Massachusetts 02601 (508)775-1120 ext. 190 DATE: 03/14/90 TO: FIRE DISTRICT WATER DISTRICT CONSERVATION COMMISSION COMMONWEALTH ELECTRIC BOARD OF HEALTH ENGINEERING FROM: BARNSTABLE PLANNING BOARD OFFICE RE: SUBDIVISION # 7 2 9 PLAN ENTITLED--~COTUIT LANDING FALMOUTH ROAD.. (RTE.w.28 ) BARNSTABLE,' MASSACHUSETTS DEVELOPERStJUNIPER DEVELOPMENT GROUP _JOHNNL' WARNER'7 ft PLAN DATED: 09/05/89 AND REVISED 03/13/90 .PLAN LOCATION: NORTH OFF FALMOUTH ROAD/ROUTE 28 , WEST OFF i INDUSTRY ROAD, NORTH OF PUTNAM AVENUE, ABUTTING COTUIT LANDING SHOPPING CENTER, MARSTONS MILLS/COTUIT PLAN ENGINEER: ' LISTON ASSOCIATES, INC. MAP # 58 PARCEL # 39 ACREAGE: ,ZONING: LOTS: 7 DATE •SUBMITTED: 03/12/90--45 DAYS 04/26/90 PRELIMINARY--.1& DEFINITIVE GRID OPEN SPACE The above captioned subdivision plan has been submitted to the Planning Board., A public hearing/action has been scheduled for .PR 2 L 0 9 LS) 9 0 Please forward any recommendations or comments to the Planning Board office before this date. Development of Regional Impact DRI Referral Form Please attach a copy of the original municipal development permit application showing the date on which it was received by the Municipal Agency. Receipt of this information via certified mail or delivered in person to the Cape Cod Commission constitutes a referral for purposes of chapter 716 of the Acts of 1989, as amended. TO: Eugene Capoccia Acting Director of Planning Department Referred by Town Agency/Official Health Department/ Thomas McKean Todays Date Aril 5 1990 Project Proponent Naive Junipfir Development Group/ Douglas Liston,PE Address 30 Boston Road Wayland, MA 01778 "Telephone (508) 358-2713 Brief description of the project: Subdivision which will result in more than 10 businesses (potentially). Also would permit new construction of commercial space in excess of 10, 000 sq. ft. Project location: ' Putnam Avenue and Route 28, Assessor's Map 58, Parcel 39 Forward to: Cape Cod Commission First District Court House, Route 6A Barnstable, Massachusetts 02630 Prepared by Cape Cod Commission staff 3/30/90 TOWN OF BARNSTABLE - �pQ THE taw ,. ��Q ♦� OFFICE OF {� BAa i BOARD OF HEALTH ,ter CrT � MASIL 86. p i 39- � 367 MAIN STREET 0 MAY HYANNIS, MASS.02601 March 30, 1990 e ) s/qo Douglas Liston, P.E. � � c �M'U"S`Oki Liston Associates C-% 30 Boston Post Road - Wayland, MA 01778 RE: Preliminary Subdivision Plan of Lots, Falmouth Road, Barnstable, MA. Assessor's Map 58, Parcel 39 Dear Mr. Liston: The Board of Health is in receipt of the revised preliminary subdivision plans for the above referenced site. However, not all lot sizes are designated on the plan. Please submit a plan with each lot size designated. Very tr ly yours, Grover C. M. Farrish, M. Chairman Board of Health Town of Barnstable GF/bs copy: Planning Board Juniper Developing Group I Development of Regional Impact DRI Referral Form Please attach a copy of the original municipal development permit application showing the date on which it was received by the Municipal Agency. Receipt of this information via certified mail or delivered in person to the Cape Cod Commission constitutes a referral for purposes of chapter 716 of the Acts of 1989, as amended. TO: Eugene capoccia Acting Director of Planning Department Referred by Town of Bgrnstable Agency/Official Health Department/ Thomas McKean Todays Date Aril 5 1990 Project Proponent Name Juniper Development Group/ Douglas Liston,PE Address 30 Boston Road Wa land MA 01778 Telephone (508) 358-2713 Brief description of the project: ubdLvision which will result in more than 10 businesses (potentially): Also would permit new construction of commercial space in excess of 10,0 00 sq. ft. Protect location: ' Putnam Avenue and Route 28, Assessor's Map 58, Parcel 39 Forward to: Cape Cod Commission First District Court House, Route 6A Barnstable, Massachusetts 02630 Prepared by Cape Cod Commission staff 3/30/90 ' I �PyoFTHE po�y TOWN OF BARNSTABLE OFFICE OF D1HE9TI,BL i MAlB. BOARD OF HEALTH .� 1639. 367 MAIN STREET HYANNIS, MASS. 02601 October 3, 1989 f TO: Joseph Bartell Chairman of the Planning Board FROM: Dr. Grover C.M. Farrish, M. Chairman Board of Health RE: Preliminary Subdivision/Juniper Development Group The Board of Health is in receipt of a preliminary subdivision plan dated September 5, 1989 prepared by Liston Associates, Inc for Juniper Development Group for the-- site located at Route 28 Marstons Mills/Cotuit and at the end of Industry Road, listed as parcel 39 on Assessors Map 58. We have scheduled to meet with the applicanton October 24, 1989 after 7:00 P.M. I understand your Board will hold a public meeting concerning this matter -on October *16, 1989. Therefore, The Board of Health requests that your Board delay final action until we can complete a detailed letter to you prior to November 8, 1989. ti 4, FORM 9 APPLICATION FOR TENTATIVE APPROYAL OF PRELIMINARY. PLAN Marrh 1 2 199-a. To the Planning Board of the Town of BOtntloblit The vndtrsigned,being the ownt'1 of oil fond Aclvdtd within o proposed ivbd,v•t-on Chown o- she Oceomponying pion, entitled "Cit-tti_i-. T.and j n 't Prp-1i_mi_.n,a„".. Plan of Lots Falmouth and Ulj 99bm,t Ivch pion 0t a preliminary pion showing in .a Road general way Iht proposed ivbdivition of she fond, and mokes application IC she 600rd for tentolive op• provol thereof, The Owner's tint t0 the land it dtrtved vnder deed Itom dosed N, A v 19__., and rKorded In BOrnslob4 Covntry Reg-stty of Oeedt, Book Page--.—, or vnder Ctiallicolt of Title No. * rtgntet to toad 49-stry O-slov. Book * Page Appltconl 39 Holton Street Winchester, Ma. 01890 �dd�t,e * Certificate of Title No. 88583 , dated May 10, 1982, filed in Registrati( Book 721 , page 23 for the Registry District od Barnstable County and Certificate of Title No. 69447 , dated December 30, 1976 , filed in Registration Book 561 , page 47 , subsequently transfered to Certificate of Title No. 116451 and the John L. Warner deed at the Barbstable Registry in Deed Book 6571 Page 253 . Jj MqR � At k/Alo 1104 -- nzziLISTON ASSOCIATES, INC. Civil Engineers • Land Surveyors PRELIMINARY PLAN OF LOTS FALMOUTH ROAD BARNSTABLE, MASSACHUSETTS September 13, 1989 Barnstable Planning Board Hyannis, MA 02601 Dear Ladies and Gentlemen: . I herewith submit' a Preliminary Plan of Lots on Falmouth Road, in Cotuit, Barnstable, MA on behalf of Juniper Development Corp. Attached hereto is a copy of Form B, signed by George B. Whitten, a Partner of Cotuit Landings, a check in the amount of $50.00 to , . cover the filing fee is enclosed, borings 1 and 2 made by GZA Drilling Inc. , and the hydrology calculations made by this office. Borings 1 and 2 were :taken .in,' the locations of the two proposed catchbasins and were drilled to depth of 17 feet and did not encounter any groundwater to that depth. The hydrology calcula- tions were based on a percolation rate of 30 seconds per inch, which was determined by the perculation test shown on sheet number 2 of the Preliminary, Plan. L 'respectfully request that your Board review and approve these submitted pl ans lans with your comments on same. . Ve truly ours, ; r Dougl L. Liston, P.E. Engineer for , Juniper. Development Corp. f� 30 Boston Post Road, Wayland, MA. 01778 (508) 358-2713 Fax (508) 358-27,15 RECEIVED SEP 1 31989 j FORM B- PLANNING BOARD Application for Tentative Approval of Preliminary Plan September 12 , 1 g 89 • To the Planning Board of the Town of Barnstable The 'undersigIne'do being the owner's `of all land included within a proposed `subdivision sh6st on the accompanying plan;. entitled Preliminary Plan of Lots, Faltouth Road and dated September 5 , 19 89 , submit such plan as a preliminary plan showing in a general way the proposed subdi- vision of the land, and makers application to the' Board for tentative approval thereof. • The Owner's title to the land is derived *Certificates N/A , dated N/A ,. 19 , and recorded in Barnstable County .Registry of Deeds. Book , Page , or under Certificate of Title No. * , registered in Land Registry District, Book * , Page * GI�G�_ • Ap 11 � e Address , * Certificate cf Title.No. `88583, dated May'10, 1982, filed in.Registration Boa'k 721, Page 23 for .the .Registry District of Barnstable County and Certificate of Title No. 69447, dated.Dececmber •30, 1976, filed in Registration Book 561, Page 47,. subsequently transfered to Certificate of Title No. 116451. • v.. . 09/12/89 15:44 a 1 508 586 3965 GZA DR I LL I'N'C C$2A ]DRILLING, xNC• P-$OJE-C-T, XREPORT OF SORI*Q No. i 7215 �TNUT ST. SNE6T E".' SROCIGTON MA 0240T JUNIPER DEVE'LOPME T G FILE N0. 3 (A DIVIS4'ON OF C;ALDBERG-101140 9 ASSOCIATES, INC) STABLr RA4 CHKb. EeY ft L=MAN JONfiS Al STAKED KY OTHERS 1srlAa'5tFIED BL �►e BORING LOCATION GROUND SURFACE UtVA UATL44— IAaECTOR• DATE START 9/2/89 SDATE-END"-"".9/2/89 'Sl;3LER. GK 0"HERNISE NOTED SAMPLER CONSISTS Of A 2" SPLIT GROUNDWATER READINGS SM96N DR-'V6N USING A 140 lb. HAMMER FALLING 30 In. DATE TIME WATER CASING STABILIZAT,T+ON TINE i� 'G SING: �'OTHERWM NOTED, CASING DRIVEN USING A 360 lb,, MAIMER' FILLING 24 In. 9/2 um T COMPLETION OTHER: 3.3/0 NSA E 'A L �rr:� �, SAMPLE SAMPLE DESCRIPTION E N ll `.! DEPTH 14 STRATUM DESCRIPTION M G 5 N (" (Ft.) BLOWS/66 'BURNISTER CLASSIFICATION S C 1: $6G 0'-016 1 TOPSOIL 0' TOPSOIL _�b%137 O'6.11 1 V - 0'6 ■ fA` Very lwse, Light brown gray, fine SAND, t� SAND, Silt trace Silt , ' :. �) `8 1►-2, 1-2 VerY fosse, brown. fine to medium SAND, littles'ilt, trace fine Gravel 2 -/1;. 5'-7, 2=5-4-6 Loose, yellow brown fire to medium SAND, ' 3 trace fine Gravel, [rase Silt Gravat, 3 .: 2fl14 10t-12' 5-6-6-8 Mediun dense, yellow brown, fine SAND, trace t•) fine Gravel, Sitt 4 den ,' t' 15�-1T' 2-12-12-18 Mediuq se yet4ow brown, fine to med 'un ;fit•. SAND, trace fine Gravel, trace Sitt 17' BOTTOM OF 80 ,;t Q A r`. k GRANULAR =;£ COHESIVE SOILS REMARKS: flows/Ft D tyf Blows/ft Density A- 4 Y" 'E < 2 V. SOFT 4.10 10-30 �- $ M. STIFF 3Q t';E 8*15 STIFF �'S0 Ne 153 -30 V. STIFF HARD tFICATION LINES REPRESENT APPROXIMATE swNDARr BETWEEN SOIL TYPES .TRANSITIONS MAY BE GRADUAL 2) . : LEVEL READINGS HAVE BEEN MADE AT TIMES AND uNOER CONDITIONS STAT90 FLUCTUATIONS OF GRfxZUiER G ZA TF CUR DUE TO OTHER FACTORS THAN THOSE PRESENT AT THE TIME MEASUREMENTS WERE .MADE - -- — -- -- BORIN No.�`_ 09/12/89 15.45 V 1 508 586 3965 GZA DRILLING ADM G21 DRILLING# ZNC. PROJECT XREPORT Of SORI'NG No 2 t�21 Y. C.HEV:TNUT ST. EROCITON MA 02/ JUNIPER MVELOPMEf1T CROUP FILE 'N0. 13707'' �. (A DIV15i'ON 0'f f,&6BERG-'LD[ND & ZWIATES, tNCY — BARAESTAALE. S. y Cam• 'F r FC;a{gAN BORING LOCATIONAS STAKED BY OTHERS t 'Cl1'39IFIEO'BY: - GROUND SURFACE ELEVATION UATU14 " IA3PECTORt _ DATE START 9/2189 'DATE 4/2 EMU /$9 �-�� 3AMPLER: 114E' S 0"HERWISE NOTED SAMPLER CONSISTS Of A 2" SP'LIT GROUNDWATER READINGS SSAOOit'DRiVEN USING A 140 lb. HAMMER FALLING 30 In. ` tim's: 3t E�EB D•KHERWISE NOTED, CASING DRIVEN USING A 300 lb. DATE TIME WATER CASING ST118ILiL1TIWi TIME ��NAMMER FALLING 24 In. 9/Z NONE T tLETI;ON C0;INS SIxET:F:A°*•.. OTHERt 3.3/41, NSA 0 C8 . R F 3 L -AA% SAMPLE SAMPLE DESCRIPTION E M STRATUM DESCRIPTION. K F G S C (Ft.) BLOWS/60 BURNtSTER CLASSIFICATION S 0 y 0,.0t6 I TOPSOIL 0f TOPSOIL 016 - %2/6 016.116 2.2 very loose, brown gray. fine to median , SAND, •Silt SAND, trace,(* Silt 1 6 *8/5 116-21 S Nedilm dense brown, fine SAND. little SAND, Silt, true F-) fine Gravel 41 r S'i[t, Gravel. /it) 51.71 3-b-b-9 Nediva dense, yellow brown, fine SAND, trace Silt . I S1lt 24/17 100-12, 11-11-13-16 Medium dense, yellow brown, fine to medium SAND, SAND, tree fine Gravel, trace Silt ` Gravel, Silt 15"171 6-12.17-18 Medium dense yellow brown, fine to medfum SAND, trace fine Gravel, trace Silt 17f BOTTON Of BORIAS .O t' 3 yy . nn .ti ..Q �w 'jRANULAR'J COHESIVE SOILS REMARKS: I.lows/Ft: 'ty Blows/Ft Density 0-- 4 A.1: LOOSE < 2 V. SOFT 4 10 ;: r a LOOSE 2. 4 SOFT 10 30 i DENSE 4- 8 N. ST.IFF 50 , DENSE 8.15 STIFF s D DEIiSE i 0 V. STIFF So HARD TEES �T,RATIFICATION LINES REPRESENT APPROXIMATE BOl1NDARY BETWEEN, SOIL TYPES TRANSITIONS MAY BE GRADUAL. 0'tiE (CATER LEVEL READI'GS HAVE SEEN MADE AT, TIMES AND UNDER CONDITIONS STATED `FLUCTUATIONS OF GROUNDWATER T (XCUR DUE TO OTHER FACTORS THAN THOSE PRESENT AT THE TIME MEASUREMENTS WERE MADE BORING No:-�_ s / t -------------------------- EXISTING SUBCATCHMENT DATA -------------------------- SUBCAT # 1 AREA= . 2 ACRES CN= 90 1C- f 6 PEAS FLOW= 2 CFS RAINFALL= 5 . 5 INCHES i EXISTING ROUTING DATA --------------------- -------------------- E`XISVING MEMORY DATA -------------------- -------------------- EXISTING PONDING DATA --------------------- t f � • HYDRO.GRAPH FOR BUB:CATCH:MENT # 1 ------------------------------- CUBIC FEET PER SECOND HOUR 10.0 0 10. 2 0 10 .4 0 10. 6 0 1.0 . 8 0 11 .0 0 11 . 2 **** . 1 11 . 4 * * . 1 11 .6 * **** . 2 11 . 8 * * *.** ********* .********. * **** * ** **** ** ******** 1 .6 12 .0 ****** ****, .*:, .* , ,* .**. *,**, * :*.** . 8, 12 . 2 ***.**.k**. . 2 12 . 4 * ** . 2 12 .6 *** . 1 12.8 * * . 1 13 .0 * ** . 1 13. 2 :**** . 1 13 . 4 **** . 1 13 . 6 ** . 1 13 . 8 * . 1 14 . 0 ** . 1 14 . 2 * . 1 14 . 4 * . 1 14 . 6 ** . 1 14 . 8 0 15 . 0 0 1.5 . 2 0 15 . 4 0 15 .-6 0 15 .8 0 16..0 0 16 . 2 0 16 . 4 0 16 . 6 0 16 .e 0 17 . 0 0 17 . 2 0 17 . 4 0 17 .6 0 17 .8 0 18 . 0 0 • 18,. 2 0 18. 4 0 18•.6 0 1.8. 8 0 19 . 0 0 19- 2 0 19 . 4 0, 19.. 6 0. 19:.8 0 2;'Q.0 0 • O INPUT THE FUNCTION DESIRED, (10:=MENU) 2 WHAT DO YOU WANT TO BEGIN WITH: 1= A SURCATC:HMENT 2.= A REACH 3:= A MEMORY 4= A STORAGE POND ,OUTFLOW ? 1 AT WHICH SUB,C:A.T. DO YOU WISH TO BEGIN ( 1- 30 ) ? 1 B;E,GIN W/SUBCAT # 1 W,H10H. 00,M:PU•TATION DO YOU WI.&H T.Q PERFORM .(O=ME,NU)' 13; THE VOLUME UNDER THE .CALCULATED HYDR,OGRAPH= . 06 ACRE FT. WH I CHI COMPUTATION DO YOU WISH TO PERFORM (0=ME1VU). r 0 r B;EGIN, WITH SUBCAT 1 WHICH COMPUTATION DO YOU WISH TO PERFORM (O.=MENU): 9� WHAT DO YOU WANT TO BEGIN WITH: 1= A SUBCATCHMENT 2= A REACH 3= A MEMORY 4= A STORAGE POND OUTFLOW ? 1 -- AT WHICH SUBCAT. DO YOU WISH TO BEGIN ( 1- 30 } ? 1 BEGIN W/SUBCAT # 1 WHICH COMPUTATION DO YOU WISH TO PERFORM (O=MEN.U); 3 INPUT THE STORAGE POND # .( 1-10) ? 1 ROUTE THROUGH STORAGE POND # 1 DO YOU WANT TO INPUT THE OUTFLOW OR USE ;ONE OF THE OUTLET CONTROL DEVICES ( 1=INPUT FLOWS DI;RECTLY,, 2=OUTLET CONTOL DEVICE) ? 1 ## 1 ELEVATION= 50 STORAGE VOLUME IN ACRE-FT= :O OUTFLOW IN CFS= 0. #:# 2 ELEVATION= 51 STORAGE VOLUME IN ACRE-FT= . 315 OUTFLOW IN CFS= . 0,008 ## 3 ELEVATION= 52 STORAGE VOLUME IN ACRE-FT= . 5.63. OUTFLOW IN CFS= .DD14 THE MAX. WATER DETAINED= . 07 ACRE-FT. • �P�QFTHE T TOWN OF BARNSTABLE OFFICE OF BAaa9TOBL i MA66. BOARD OF HEALTH .� p� 1639. `�0 367 MAIN STREET HYANNIS, MASS.02601 March 28, 1990 Mr. Joseph E. Bartell Re: Preliminary subdivision plan of land in Marstons Chairman, Planning Board Mills and Cotuit Barnstable Town Hall Petitioner: Juniper Development Group Hyannis, Ma 02601 Assessor's Map 58, Parcel 39 Engineer: Liston Associates, Inc. Date: September 5, 1989, Revised March 13, 1990 Dear Mr. Bartell: The Board of Health has reviewed this preliminary subdivision plan in Marstons Mills and Cotuit, makes the following recommendations: The developer must provide public water to each and every lot in this subdivision. Public water lines and all connections must meet specifications and/or rules and regulations of the local water department. Each septic system shall be located within the prescribed boundaries of each individual lot. The developer shall have recorded on the deed that variances from Title 5, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, or the Town of Barnstable Health Regulations whichever is more stringent, will not be granted on any lot in this subdivision. A percolation test must be made on the lot at leaching site, before a Disposal Works Construction .Permit will be issued. Maximum ground water elevations must be determined by using data available from the United States Geological Survey - Probable High Groundwater Levels on Cape Cod, Mass. Each proposed septic system must conform strictly to 310 CMR 15.00, the State Environmental Code, Title 5, and Town of Barnstable. Rules and Regulations. All tree stumps, brush and building debris removed when clearing lots or roads must be disposed of at a licensed solid waste disposal facility. Chipping brush and tree. stumps is an acceptable alternative. Burial on site is prohibited. The applicant must receive an Order of Conditions from the Conservation Commission, if applicable. Mr. Joseph E. Bartell Chairman, Planning Board Re: Juniper Development Group March 28, 1990 Prior to Board of Health approval of each building permit, the sewage system and water supply must conform to 310 CMR 15.00, the State Environmental Code, Title 5, or Town Health Regulations, whichever is more stringent. Very truly yours, Grover C. M. Farrish, M.D., Chairman Ann Jane Eshbaugh James H. Crocker, Sr. BOARD OF HEALTH TOWN OF BARNSTABLE TM/bs 0 n THE' TOWN. OF BARNSTABLE OFFICE OF B"U O& TAU MABB. � BOARD OF HEALTH � pj �p t639. `� 367 MAIN STREET a MAY HYANNIS, MASS. 02601 September 27, 1989 Mr. Joseph E. Bartell Re: Preliminary subdivision plan of land in Marstons Chairman, Planning Board Mills and Cotuit Barnstable Town Hall Petitioner: Juniper Development Group Hyannis, Ma 02601 Assessor's Map 58, Parcel 39 Engineer: Liston Associates, Inc. Date: September 5, 1989 Dear Mr. Bartell: The Board of Health has reviewed this preliminary, subdivision plan in Marstons Mills and Cotuit makes the following recommendations: The developer must provide public water to each and every lot in this subdivision. Public water lines and all connections must meet specifications and/or rules and regulations of the local water department. Each septic system shall be located within the prescribed boundaries of each individual lot. The developer shall have recorded on the deed that variances from Title 5, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, or the Town of Barnstable Health Regulations whichever is more stringent, will not be granted on any lot in this subdivision. A percolation test must be made on the lot at leaching site, before a Disposal Works Construction Permit will be issued. Maximum ground water elevations must be determined by using data available from the United States Geological Survey - Probable Huh Ground Water Levels on Cape Cod, Mass. Each proposed septic system must conform strictly to 310 CMR 15.00, the State Environmental Code, Title 5, and Town of Barnstable Rules and Regulations. All tree stumps, brush and building debris removed when clearing lots or roads must be disposed of at a licensed solid waste disposal facility. Chipping brush and tree stumps is an acceptable alternative. Burial on site is prohibited.. The applicant must receive an Order of Conditions from the Conservation Commission, if applicable. Mr. Joseph E. Bartell . . Chairman, Planning Board Re`: Juniper Development Group September 27, 1989 Prior to Board of Health approval of each building permit, the sewage system and water supply must conform to 310 CMR 15.00, the State Environmental Code, Title 5, or Town Health Regulations, whichever is more stringent. Very truly yours, Ann Ja a Eshbaugh Acting Chairperson J m e s H. Crcr, Sro . BOARD OF HEALTH TOWN OF BARNSTABLE TM/bs copy: Juniper Development Group Town Clerk Health Department Liston Associates, Inc. Centerville/Marstons Mills Fire and Water District Cotuit Water and Fire District Conservation Commission t 1 GZA DRILLING, INC. PROJECT REPORT OF BORING No. 1 SHEET 1-077 1215 W. CHESTNUT ST. BROCKTON, MA 02401 SITE INVESTIGATION FILE No. 13870 (A DIVISION OF GOLDBERG-fO1NO & ASSOCIATES, INC) R7E-2 -MTUIT/BARRETTMF=MA CHKD. BY —JEfi-- FOREMAN: D. ANDERSON BORING LOCATION BY LISTON ASSOCIATES CLASSIFIED BY: GROUND SURFACE EUVA11UN DATUM INSPECTOR: LISTON ASSOC DATE START 4/3/90 -UATE-MM— 4/3/9T - SAMPLER: UNLESS OTHERWISE NOTED SAMPLER CONSISTS OF A 211 SPLIT GROUNDWATER READINGS SPOON DRIVEN USING A 140 lb. HAMMER FALLING 30 In. CASING: UNLESS OTHERWISE NOTED, CASING DRIVEN USING A 300 lb. DATE TIME WATER CASING STABILIZATION TIME HAMMER FALLING 24 In. 4/3 NO WATER ENC TERED CASING SIZE: OTHER: 3-3/411 HSA D C B R E A L SAMPLE SAMPLE DESCRIPTION E P S 0 M STRATUM DESCRIPTION T N W PEN./ DEPTH K H G S No. REC I (Ft.) BLOWS/6-- BURMISTER CLASSIFICATION S 0 1 24/18 01-2' 4-10-8-13 Median dense, light brown fine SAND and 0f SILT, Loam - TOPSOIL/SUBSOIL TOPSOIL/SUBSOIL 2' 5 SAND, 10 2 24/22 10'-121 9-12-25-29 Dense, light brown, fine to median SAND, trace Gravel trace fine Gravel 15 20 3 24/24 01-22, 15-28-36-41 Very dense, light brown, fine to mediun SAND, trace fine Gravel 25 1'LTNR ST. � C.AVSTASLE 30 4 18/18 301-3116 19-28-34 Very dense, light brown, fine to median SAND, trace fine Gravel 3116 BOTTOM OF BORING J Blows/Ft SOILS COHESIVE SOILS REMARKS: Density Blo /Ft Density s/Ftn s APR, 990 0- 4 V. LOOSE < 2 V. SOFT R 4-10 LOOSE 2- 4 SOFT 10-30 M. DENSE 4- 8 M. STIFF 30-50 DENSE 8-15 STIFF > 50 V. DENSE 15-30 V. STIFF > 30 HARD NOTES: 1) STRATIFICATION LINES REPRESENT APPROXIMATE BOUNDARY BETWEEN SOIL TYPES TRANSITIONS MAY BE GRADUAL. 2) MAYEOCCUREDUEETOINGS OTHERAVE BEEN MADE AT FACTORS THAN THOSEMES AND PRESENTUATETHEOTIMEIONS STATtD MEASUREMENfSFWEREUMADENS OF GROUNDWATER GZA BORING No. 1 Y GZA DRILLING, INC. PROJECT REPORT OF BORING No. 2 SHEET 1--07-1 1215 W. CHESTNUT ST. BROCKTON, MA 02401 SITE INVESTIGATION FILE No. 13870 (A DIVISION OF GOLDBERG-f0INO & ASSOCIATES, INC) RTE-7ff,-=UIT1BARNE$TA9LE.-RA CHKD. BY ----UEA— FOREMAN: D. ANSERSON BORING LOCATION BY LISTON ASSOC CLASSIFIED BY: GROUND SURFACE ELEVATION INSPECTOR: LISTON ASSOC. DATE START 4/3/90 7ATE—ER6— 4/3/91T— SAMPLER: UNLESS OTHERWISE NOTED SAMPLER CONSISTS OF A 2" SPLIT GROUNDWATER READINGS SPOON DRIVEN USING A 14o lb. HAMMER FALLING 30 In. DATE TIME WATER CASING STABILIZATION TIME CASING: UNLESS OTHERWISE NOTED, CASING DRIVEN USING A 300 lb. HAMMER FALLING 24 In. 4/3 NO WATER ENCOU4TERED CASING SIZE: OTHER: 3-3/4" NSA D C B R E A L SAMPLE SAMPLE DESCRIPTION E P S 0 M STRATUM DESCRIPTION PT N W PEN./ DEPTH K H G S No. REC (Ft.) BLOWS/6" BURMISTER CLASSIFICATION S 0 1 24/24 01-2' 6-8-7-10 Loose brown, fine SAND & SILT, trace fine 0' Gravel - TOPSOIL/SUBSOIL TOPSOIL/SUBSOIL 2' 5 SAND, 10 2 24/20 10'-12, 12-12-18-22 MediLan dense Light brown, fine to median SAND, trace line Gravel trace Gravel 15 20 3 24/24 20'-22' 15-22-31-33 Very dense, Light brown, fine to median SAND, trace fine Gravel 25 30 4 24/22 30'-32' 21-26-34-38 Very dense, light brown fine to median SAND, trace fine Gravel 32' BOTTOM OF BORING GRANULAR SOILS COHESIVE SOILS REMARKS: Blows/Ft Density Blows/Ft Density 0- 4 V. LOOSE < 2 V. SOFT 4-10 LOOSE 2- 4 SOFT 10-30 M. DENSE 4- 8 M. STIFF 30-50 DENSE 8-15 STIFF > 50 V. DENSE 15-30 V. STIFF > 30 HARD NOTES: 1) STRATIFICATION LINES REPRESENT APPROXIMATE BOUNDARY BETWEEN SOIL TYPES TRANSITIONS MAY BE GRADUAL. 2) WATMAYEOCCUREDUEETOINGS OTHERAVE BEEN MADE AT FACTORS THAN THOSEMES AND PRESENTUATETHEOTIMEIONS STATb MEASUREMENfSFWEREUAMADENS OF GROUNDWATER GZA BORING No. 2 r GZA DRILLING, INC. PROJECT REPORT OF BORING No. 3 SHEET 1-7-1 1215 W. CHESTNUT ST. BROCKTON, MA 02401 SITE INVESTIGATION FILE No. 13870 (A DIVISION OF GOLDBERG-f0IN0 & ASSOCIATES, INC) R1EZ9—.=UIT/BARNESTAZ; 97% CHKD. BY ---UEF — FOREMAN: D. ANDERSON BORING LOCATION BY LISTON ASSOC CLASSIFIED BY: GROUND SURFACE ELEVATION INSPECTOR: LISTON ASSOC. DATE START 4/3/90 7TATf—Equ— 4/3/9D— SAMPLER: UNLESS OTHERWISE NOTED SAMPLER CONSISTS OF A 2" SPLIT GROUNDWATER READINGS SPOON DRIVEN USING A 140 lb. HAMMER FALLING 30 In. CASING: UNLESS OTHERWISE NOTED, CASING DRIVEN USING A 300 lb. DATE TIME WATER CASING STABILIZATION TIME HAMMER FALLING 24 In. 4/3 NO WATER ENCOUNTERED CASING SIZE: OTHER: 3-3/4" HSA D C B R E A L SAMPLE SAMPLE DESCRIPTION E M STRATUM DESCRIPTION PT N W PEN./ DEPTH K H G S No. REC (Ft.) BLOWS/6" BURMISTER CLASSIFICATION S 0 1 24/18 01-2' 3-5-7-7 Loose brown, fine SAND & SILT, trace fine 0' Grave[ - TOPSOIL/SUBSOIL TOPSOIL/SUBSOIL 2'— 5 SAND, 10 2 24/24 10'-12, 8-9-11-1222 Medium dense light brown, fine to medium SAND, trace fine Gravel trace Gravel 15 20 3 24/20 20'-221 12-12-14-12 Medium dense light brown, fine to medium SAND, trace fine Gravel 25 30 4 24/24 30'-32' 14-17-22-29 Dense, light brown, fine to medium SAND, trace fine Gravel 32' BOTTOM OF BORING GRANULAR SOILS COHESIVE SOILS REMARKS: Blows/Ft Density Blows/Ft Density 0- 4 V. LOOSE < 2 V. SOFT 4-10 LOOSE 2- 4 SOFT 10-30 M. DENSE 4- 8 M. STIFF 30-50 DENSE 8-15 STIFF > 50 V. DENSE 15-30 V. STIFF > 30 HARD NOTES: 1) STRATIFICATION LINES REPRESENT APPROXIMATE BOUNDARY BETWEEN SOIL TYPES TRANSITIONS MAY. BE GRADUAL. 2) MAYEOCCUREDUEETOINGS OTHERAVE BEEN MADE AT FACTORS THAN THOSEMES AND PRESENTUATETHE TIMEIONS STAHD MEASUREMENfSFWEREUMADENS OF GROUNDWATER GZA BORING No. 3 GZA DRILLING, INC. PROJECT REPORT OF ORING No. 4 1215 W. CHESTNUT ST. BROCKTON MA 02401 SITE INVESTIGATION FILE No. 13870 (A DIVISION OF GOLDBERG-f0INO 8 ASSOCIATES, INC) R7E-287=UIT/BARNn7MF BRA CHKD. BY FOREMAN: D. ANDERSON BORING LOCATION BY LISTON ASSOC CLASSIFIED BY: J. HEBERT GROUND SURFACE ELEVATION INSPECTOR: LIbIUM AbbUU. DATE START 4/3/90 AMU— 4/3/91T-- SAMPLER: UNLESS OTHERWISE NOTED SAMPLER CONSISTS OF A 2" SPLIT GROUNDWATER READINGS SPOON DRIVEN USING A 140 lb. HAMMER FALLING 30 In. DATE TIME WATER CASING STABILIZATION TIME CASING: UNLESS OTHERWISE NOTED, CASING DRIVEN USING A 300 lb. HAMMER FALLING 24 In. 4/3 NO WATER ENCOUMTERED CASING SIZE: OTHER: 3-3/4" NSA D C B R E A L SAMPLE SAMPLE DESCRIPTION E P S 0 M STRATUM DESCRIPTION PT N W PEN./ DEPTH K H G S No. REC (Ft.) BLOWS/6° BURMISTER CLASSIFICATION S 0 1 24/24 01-21 2-4-3-4 Loose brown fine SAND 8 SILT, trace fine 0f Gravel - TOAOIL/SUBSOIL TOPSOIL/SUBSOIL 2' 5 SAND, 10 2 24/19 101-12, 9-10-10-132 Mediun dense light brown, fine to mediun SAND, trace line Gravel trace Gravel 15 20 3 24/20 20'-22' 14-19-20-20 Dense, light brown, fine to mediun SAND, trace fine Gravel 25 30 4 24/24 301-321 21-23-27-28 Dense, light brown, fine to mediun SAND, trace fine Gravel 32' BOTTOM OF BORING GRANULAR SOILS COHESIVE SOILS REMARKS: Blows/Ft Density Blows/Ft Density 0- 4 V. LOOSE < 2 V. SOFT 4-10 LOOSE 2- 4 SOFT 10-30 M. DENSE 4- 8 M. STIFF 30-50 DENSE 8-15 STIFF > 50 V. DENSE 15-30 V. STIFF > 30 HARD NOTES: 1) STRATIFICATION LINES REPRESENT APPROXIMATE BOUNDARY BETWEEN SOIL TYPES TRANSITIONS MAY BE GRADUAL. 2) MAYEOCCUREDUEETOIOTHERAFACTORS THAN THOSEMPRESENTUATETHE TIMEIMEASUREMENfSFWEREUMADENS OF GROUNDWATER GZA BORING No. 4 '~ LISTON ASSOCIATES, INC. Civil Engineers • Land Surveyors Barnstable Planning Board and April 4, 1990 . Conservation Commission. Barnstable Town Offices Hyannis, Mass. Dear Ladies and Gentlemen, As agreed in my submittal of the Cotuit Landing, Preliminary Plan of lots, we •have taken four borings (B 1, B 2, B 3, & B 4, ) and taken two perculation tests (Pere 1, Perc 2 ) all of which are labelled and shown on sheets # 4 & #5. The borings went down to 30 feet and did not encounter ground water. The perculation tests were taken in the upper soil layer and were found to be six (6) minutes per inch although the borings show an underlayer which has a perculation rate of 2 minutes or less. The proposed Detention Basin was designed for the percula- tion rate of 6 minutes. , The Hydrological Calculations show an existing run-off for a 100 year storm of 1. 4 c.f.s. (page 2) ,a post development H�1JNv f•,_ p the street of 11 . 9 c. f.s. ( page 3) and on page 7 Q Tom OrGR'St.�L�� Peak inflow 11 . 9 c.f. s 11 . 8 hrs .Peak grounddischarge 1 . 2 c. f.s. 12. 2 -13 . 6 hrs " Peak height 53 . 9 ft. 12 . 6- 12 .8 1yKpR J 1 30 Boston Post Road, Wayland, MA 01778 (508) 358-2713 Fax (508) 358-2715 Cotuit Landing Page 2 April 4, 1990 . The top of the proposed Detention Basin has been set at 54 . 5 feet giving a freeboard of 0. 6, even in a 100 year storm. You will note that I have moved the Detention Basin entirely on a lot owned by John Warner, so there will be no title problem and ask that you make the attached plan the plan to be reviewed at your Public Hearing. Thank you for your cooperation, Very truly yours, ugla L. Liston P.E. 30 Boston Post Road, Wayland, MA 01778 (508) 358-2713 Fax (508) 358-2715 DRAINAGE CALCULATIONS BASED ON A 100-YEAR / 24-HOUR RAINFALL COTUIT LANDING BARNSTABLE, MASSACHUSETTS I PREPARED FOR: JOHN L. WARNER & JUNIPER DEVELOPMENT GROUP -------------------------- EXISTING SUBCATCHMENT DATA 1 . -------------------------- SUBCAT. # 1 AREA= 2 . 9 ACRES CN= 35 TC= 12 PEAK FLOW= 2 CFS RAINFALL= 7 INCHES SUBCAT # 2 AREA= 2 . 7 ACRES CN= 35 TC= 15 PEAK FLOW= 1 CFS RAINFALL= 7 INCHES SUBCAT # 3 AREA= 1 . 2 ACRES CN= 90 TC= 6 PEAK FLOW= 11 CFS RAINFALL= 7 INCHES EXISTING ROUTING DATA --------------------- -------------------- EXISTING MEMORY DATA -------------------- MEMORY ' 1 PEAK FLOW= 11 . 9 CFS --------------------- EXISTING PONDING DATA --------------------- POND # 1 PEAK OUTFLOW= 1 . 2 CFS MAX. WATER STORED= . 32 AC . FT. f 2. PRE-DEVELOPMENT HYDROGRAPH .FOR SUBCATCHMENT # 1 ------------------------------- CUBIC FEET PER SECOND HOUR 10 . 0 0 10 . 2 0 .10 . 4 0 10 . 6 0 10 . 8 0 11 .0 . 1 11 . 2 11 . 4 *** . 1 11 . 6 ******* . 2 11 . 8 12 . 0 **************** **************"************** * ****** 1 . 4 12 . 2 ******************* . 5 12 . 4 *********** . 3 12 . 6 ******* . 2 12 . 8 ******"* . 2 13 . 0 ******* . 2 13 . 2 *** . 1 13 . 4 *** . 1 . 13 . 6 *** . 1 13 . 8 *** . 1 14 . 0 *** . 1 14 . 2 *** . 1 14 . 4 *** . 1 • 14 . 6 *** . 1 14 . 8 *** . 1 15 . 0 *** . 1 . 15 . 2 *** . .1 15 . 4 *** . 1 15 . 6 *** . 1 15 . 8 *** . 1 16 . 0 *** . 1 16 . 2 *** . 1 16 . 4 *** . 1 16 . 6 0 16 . 8 0 17 . 0 0 17 . 2 0 . 17 . 4 0 17 . 6 0 17 . 8 0 18 . 0 0 18 . 2 0 18 . 4 0 18 . 6 0 18 . 8 0 19 . 0 0 19 . 2 0 19 . 4 .0 19 . 6 0 19 . 8 0 20 . 0 0 POST-DEVELOPMENT 3 . SUBCAT #2 (GROUND AREA) & SUBCAT #3 (PAVEMENT OF PROPOSED ROAD) WHICH FLOW INTO RETENTION BASIN. #1 HYDROGRAPH FOR MEMORY # 1 -------------------------- CUBIC FEET PER SECOND HOUR 10 . 0 0 10 . 2 0 10 . 4 . 1 10 . 6 . 1 10 . 8 * . 2 11 . 0 * . 3 11 . 2 ** . 5 11 . 4 * * . 6 11 . 6 ******* 1 . 4 11 . 8 * ***** ************ *********************** * ***** ** * **** ** 11 . 9 12 . 0 ********* ******* ************* ** 6 . 600001 12 . 2 ********* ** 2 . 3 12 . 4 *** * 1 . 6 12 . 6 ** *** 1 . 1 12 . 8 ***** 1 13 . 0 *** , g 13 . 2 * . 7000001 13 . 4 *** ' 7000001 13 . 6 *** . 6 13 . 8 * . 6. .14 . 0 ** . 5 •14 . 2 . 5 14 . 4 ** . 5 14 . 6 ** . 4 14 . 8 ** . 4 15 . 0 * . 4 15 . 2 ** . 4 15 . 4 ** . 4 15 . 6 ** . 4 15 . 8 ** .4 16 . 0 * . 3 16 . 2 * 3 16 . 4 * . 3 16 . 6 * . 2 16 . 8 * . 2 . 2 17 . 2 * . 2 17 . 4 * . 2 ' 17 . 6 * . 2 17 . 8 * . 2 18 . 0 * . 2 18. 2 * . 2 18 . 4 * . 2 18 . 6 * . 2 _ 18 . 8 * 2 19 . 0 *- . 2 19 . 2 * . 2 . 2 ' 19 . 6 * . 2 19 . 8 * . 2 BEGIN. WITH MEMORY 1 4. WHICH COMPUTATION DO YOU WISH TO PERFORM ( O=MENU ) 3 INPUT THESSTORAGE POND # ( 1-10 ) ? 1 ROUTE THROUGH STORAGE POND # 1 DO YOU WANT TO INPUT THE OUTFLOW OR USE ONE OF THE OUTLET CONTROL DEVICES ( 1=INPUT FLOWS DIRECTLY., 2=OUTLET CONTOL DEVICE) ? 2 HOW MANY STORAGE VS . ELEVATION VALUES DO YOU WANT TO INPUT (THERE MUST BE ONE AT EACH INVERT ELEVATION) ? 4 AT EACH ELEVATION INCREMENT, INPUT; . . . 1 ) THE ELEVATION . . . 2 ) THE CUMLATIVE STORAGE VOLUME IN ACRE-FEET THE ELEVATION= ? 48 THE STORAGE VOLUME IN ACRE-FT= ? 0 THE ELEVATION= ? 50 THE STORAGE VOLUME IN ACRE-FT= ? . 086 THE ELEVATION= ? 52 THE STORAGE VOLUME IN ACRE-FT= . ? . 176 THE ELEVATION= ? 54 THE STORAGE VOLUME IN ACRE-FT= ? . 323 HOW MANY OUTLET CONTROL DEVICES ARE IN THIS POND ( 1-10 ) ? 2 INPUT THE TYPE DEVICE FOR OUTLET # 1 . . . 1=V-NOTCHED WEIR . . . 2=RECTANGULAR WEIR . . . 3=SUBMERGED ORIFICE . . . 4=CULVERT 4 INPUT THE INVERT ELEVATION FOR OUTLET # 1 ? 48 INPUT THE GEOMETRY OF THE CULVERT ( 1=CIRCULAR, 2=RECTANGULAR) ? 1 INPUT THE DIAMETER OF THE CULVERT . IN JNCHES ; ? 4 INPUT THE LENGTH OF THE CULVERT IN FEET; ? 50 INPUT MANNINGS # (N) OF THE CULVERT, INPUT THE SLOPE OF THE CULVERT IN FT/FT ; ? . 005 5. INPUT. THE .TYPE OF ENTRANCE . . . 1= SHARP-EDGE PROJECTING INLET . . . 2= FLUSH INLET, SQUARE EDGE. . . . 3= CONCRETE PIPE, GROOVE OR BELL PROJECTING . . . 4= CONCRETE PIPE, GROOVE OR BELL FLUSH . . . 5= 'WELL-ROUNDED ENTRANCE ? 5 INPUT THE TYPE DEVICE FOR OUTLET # 2 . . . 1=V-NOTCHED WEIR . . . 2=RECTANGULAR WEIR . . . 3=SUBMERGED ORIFICE .. . . 4=CULVERT 4 INPUT THE INVERT ELEVATION FOR OUTLET # 2 ? 48 INPUT THE GEOMETRY OF THE CULVERT ( 1=CIRCULAR, 2=RECTANGULAR) ? 1 INPUT THE DIAMETER OF THE CULVERT IN INCHES ; ? 4 . .INPUT THE LENGTH OF THE CULVERT IN FEET; ? 50 INPUT MANNINGS # (N) OF THE CULVERT, IF YOU NEED HELP, TYPE 101 ; ? . 013 INPUT THE LENGTH OF THE CULVERT IN FEET; ? 50 INPUT MANNINGS # (N) OF THE CULVERT, IF YOU NEED HELP, TYPE 101 ; ? . 013 INPUT THE SLOPE OF THE CULVERT IN FT/FT; ? . 005 INPUT THE TYPE OF ENTRANCE . . . 1= SHARP-EDGE PROJECTING INLET . . . 2= FLUSH INLET, SQUARE EDGE . . . 3= CONCRETE PIPE, GROOVE OR BELL PROJECTING . . . 4= CONCRETE PIPE , GROOVE OR BELL FLUSH . . . 5= WELL-ROUNDED ENTRANCE � 5 THE MAX. WATER DETAINED= . 32 ACRE-FT WRITING TO F21POND FILE WHICH COMPUTATION DO YOU WISH TO PERFORM (O=MENU) 0 ' OZ £ ' 8 ' 6T 9 ' 9 ' 8T 9 ' * * 0 ' 8T I * * * O ' 9T VT D * CT VT O ' Cl VT 9 ' ZT Z ' i ***** *** *********** ***** * * * ** ***** #*** *** ** # ** V ' ZT Z ' i ** * ** ********* ************ * * *** * ** *** * ***#*# Z ' ZT 0 ' ZT Z ' * **** ** 9 ' TT T ' . ***** Z ' TT T ' ***** 0 ' TT ' 0 8 ' 0T 0 9 ` 01 0 t OT 0 ' Z ' OT 0 0 ' OI 2if10H QNOOHS HHd J HHd OIWIO ------------------------------- T # QNOd ZIOH HdVHDOHGAH �MO'IdlnO .9 7 . STORAGE POND # 1 DATA -------------------------- ------------------------------------------------------------------ TIME INFLOW OUTFLOW ELEVATION STORAGE . HR. CFS CF3 ACRE-FT. ------------------------------------------------------------------ 10 . 0 0 . 0 0 . 0 48 . 1 0 . 00 10 . 2 0 . 0 0 . 0 48 . 1 0 . 00 10 . 4 0 . 1 0 . 0 48 . 1 0 . 01 10 . 6 0 . 1 0 . 0 48 . 1 0 . 01 10 . 8 0 . 2 0 . 0 48 . 1 0 . 01 11 . 0 0 . 3 0 . 1 48 . 2 0 . 01 11 . 2 0 . 5 0 . 1 48 . 3 0 . 02 11 . 4 0 . 6 0 . 2 48 . 5 0 . 03 11 . 6 1 . 4 0 . 2 48 . 7 0 . 04 11 . 8 11 . 9 0 . 8 50 . 5 0 . 16 12 .0 6 . 6 1 . 1 53 . 0 0 . 28 12 . 2 2 . 3 1 . 2 53 . 7 0 . 31 12 . 4 1 . 6 1 . 2 53 . 8 0 . 31 12 . 6 1 . 1 1 . 2 53 . 9 0 . 32 12 . 8 1 . 0 1 . 2 53 . 9 0 . 31 13 . 0 0 . 8 1 . 2 53 . 8 0 . 31 13 . 2 0 . 7 1 , 2 53 . 7 0 . 30 13 . 4 0 . 7 1 . 2 53 . 6 0 . 29 13 . 6 0 . 6 1 . 2 53 . 5 0 . 28 13 . 8 0 . 6 1 . 1 53 . 4 0 . 28 14 . 0 ' 0 . 5 1 . 1 53 . 2 0 . 27 14 . 2 0 . 5 1 . 1 53 ,'1 0 . 26 14 . 4 0 . 5 1 . 1 53 . 0 0 . 25 - 14 . 6 0 . 4 1 . 1 52 . 8 0 . 24 14 . 8 0 . 4 1 . 1 52 . 7 0 . 22 15 . 0 0 . 4 1 . 0 52 . 5 0 . 21 15 . 2 0 . 4 1 . 0 52 . 4 0 . 20 15 . 4 0 . 4 1 . 0 52 . 2 0 . 19 15 .6 0 . 4 1 . 0 52 . 1 0 . 1.8 15 . 8 0 . 4 1 . 0 51 . 9 0 . 17 16 . 0 0 . 3 0 . 9 51 . 7 0 . 16 16 . 2 0 . 3 0 . 9 51 . 5 0 . 15 16 . 4 0 . 3 0 . 9 51 . 3 0 . 14 16 .6 . 0 . 2 0 . 8 51 . 0 0 . 13 16 . 8 0 . 2 . 0 . 8 50 . 8 0 . 12 17 . 0 0 . 2 0 . 8 50 . 6 0 . 11 17 . 2 0 . 2 0 . 7 50 . 4 0 . 10 17 . 4 0 . 2 0 . 7 50 . 2 0 . 10 17 . 6 0 . 2 0 . 7 50 . 0 0 . 09 17 . 8 0 . 2 0 . 6 49 . 8 0 . 08 18 . 0 0 . 2 0 . 6 49 . 7 0 . 07 18 . 2 0 . 2 0 . 5 49 . 6 0 . 07 18 . 4 0 . 2 0 . 5 49 . 4 0 . 06 18 . 6 0 . 2 0 . 5 49 . 3 0 . 06 18 . 8 0 , 2 0 . 4 49 . 3 0 . 06 19 . 0 0 . 2 0 . 4 49 . 2 0 . 05 19 . 2 0 . 2 0 . 4 49 . 1 0 , 05 19 . 4 ' 0 . 2 0 . 3 49 . 0 0 . 05 19 . 6 0 . 2 0 . 3 49 . 0 0 . 05 19 . 8 0 . 2 0 . 3 48 . 9 0 . 04 20 . 0 0 . 2 0 . 3 48 . 9 0 . 04 I F a .� K -"�i�-..•�^ I� C FORM B •fi, ' 13 P 1 :15 - G C:- Application for Tentative Approval of Preliminary Plan September 12 , 19 89 To the Planning Board of the Town of Barnstable The undersigned, being the owners of all land included within a proposed subdivision shown on the accompanying plan, entitled Preliminary Plan of Lots, Falmouth Road and dated September 5 , 19 89 , submit _such plan as a preliminary plan showing in a general way the proposed subdi- vision of the land, and makes application to the Board for tentative approval thereof. The Owner' s title to the land is derived *Certificates N/A dated N/A , 19 , and recorded in Barnstable County Registry of Deeds . Book , Page , or under Certificate of Title No. * , registered in Land Registry District , Book * , Page .* r G pli n V Address * Certificate of Title No. 88583, dated May 10, 1982, filed in Registration Book 721, Page 23 for the Registry District of Barnstable County and Certificate. of Title No. 69447, dated Dace-n>ar 30, 1976, filed in Registration Book 561, Page 47, subsequently transfered to Certificate of Title No. 116451. COTUIT LANDING PRELIMINARY LOT PLAN & PROFILE C of Land in Barnstable, Massachusetts prepared for JUNIPER DEVELOPEMENT GROUP C.S. J 0 H ,N L , WARNER rrrrm LISTON IATOS.91MCM C" ft eam 0 Land Surveyors �11 PW'20^ VA71M IUML Olm (m) IIIIIIIIIIII-4m SCALE: 1 40 FEBRUARY 21 , 0 im 2w rolb i i 0 io 40 60 K DRAWN BY: M.A.F. SHEET #5 &AA VK OF GIM, %OA- DO W MUM C3 �,ro- ol LISTON LISTON! ol NO, 6-c,'41 W. 771(o) PK C.S. LOT f� , r 1 1% 1\ AREA= 6.75 ��A ES f"d) NAIL 7C�, 70 To's ro �lx -'N J7�' f -T 15.4 A Ij 75 IL2 o LLJ Z- 4— A-rz<ins (0 C.B. -jro�b f 10 A. A,' Al C!4 LOT #2 C.S. co+,u t CK' 0* A -wT #1 1-6 AREA= 4.27 ACRES "r er AREA=' i(Lol ACRES o—D ti C.S. (f nd) lool '110 "oo 4 CV -00, —75 oss 7� r 11 2&7V�� 70 C.B. C.B. , 74 70 U.P. #10 (f nd) 537.5 r 40 (y- WAUNDEFE *7 0 00, U.P. #8 N61-W460E k, IUMOF"Nam 0 . W.G. _7Z X.G.o n re c-ra wo W.(;.o RIMt:64.72 ro BIT PRANG k!28�" 4t BIT MANG MATCH UNE N, ow . SQt�'35 QJ541.55' 9319 46OW ' A ti� S83�1*35 4�•�, ,e N 1' 4 mob,, LOT #2 AREA= 4.27 ACRES LOT #3 AREA= 6.75 ACRES 338.42! a�1.pb S83'�� 3�5� 836,e7 S sa3•�� m s _LOT #1 � O AREA= 10.01 ACRES a, SOP NOTE: PROPERTY UNE WAS TARN FROM PLANS ENTITLED- '�� Rs30.00 PLAN � LAND / Lr40.85 BARNS7AIN-4 MASS. W �R• 1� BEING A SUDDIVISM OF LOTS 104A, 104A. AND INDUSTRY ROAD AS SHOWN �� m Gym j► f � ON LC.C. 228W AND LOTS 106 & 107 AS SHOWN ON LC-C. 22&W. s DATED: NOV. 16, 1676 �• S AND SURVEYED BY LOT 115 BAX TER t NYE W. 7.55 ACRES Ti 12. OSTERVI11Y. MAASS fn N t / PLAN OF LAND �8 a S SL 0010 A SUBDIVISION OLo�1�i3 S SHOWN ON L.C.C. 22BU DAYM FE L 2, 1662 S�`i '128.92� REV: 4-20-d2 _ Ng3.53• • r R-10.00 AND SURVEYED BY BAXTER t NYE INC.REGISTERED UND SURVEYORS , OSTERVILLL BASS. LOT #116 �q ob Gyp► �c� ' op . NOTE. PARCEL SHOWN HEREON WHICH CONTAINS '. .0 •� S � , � LOTS #115911691179 do 118 IS SHOWN t AS PARCEL #39 ON BARNSTABLE ,a ASSESSORS PLAN NO.58 ' o NOTE. WATER MAIN WILL BE EXTENDED FROM THE REAR OF {(I PRESENT SHOPPING CENTER TO RTE. 28 AND WILL \ � BE JACKED UNDER RTE. 28 TO THE SOUTH SIDE. LOT f 117 _ THEN IT WILL BE MENDED WESTERLY UNDER THE DIRECTION AND SUPERVISION OF MR. DANIEL RUGG $ OF THE CENTERVILLE-OSTERVILLE WATER DEFT. Z 4 R Lar �11s I I ,�•1d o INDEX PLAN � OP -4 FALMOUTH RD., BARNSTABLE, MASSACHUSETTS INDEX OF SHEETS prepared for JUNIPER DEVELOPMENT GROUP :�` „� � ►O SHEET 1 INDEX PLAN & JOHN L , WARNER SHEET 2 PRELIMINARY LOT PLAN tp SHEET 3 PRELIMINARY LOT PLAN & PROFILE TAWSTO , li�lC. i •�1 aecr Ciril Pbgiwera s Lead S�z*�:�,jrora SHEET 4 PRELIMINARY LOT PLAN n NOW= NN soar ZWAM ZM W" SHEET5 » — , SEPTEMBER 5, 1989 # PRELIMINARY LOT PLAN & PROFILE SCALE. 1 — 100 REV: MARCH 139 1990 SHEET #6 PRELIMINARY LOT PLAN & PROFILE o A0 No '°° �. o �o 00 Aso K SHEET #7 PRELIMINARY PROFILE DRAWN BY. M.A.F. SHEET 1 I _ \ ' � 65- 6 0 45 0 V.B. (fnd) / 0/; IV c / ' (fnd) Y EX G / 33 BOG 'S 7f NOTE: ABUTTING TOPOGRAPHY, STREET,AND LOT LINES PARTIALLY TAKEN S\ FROM A PRELIMINARY PLAN OF COTUIT PINES, COTUIT, MASS., DRAWN BY ARROW ENG. INC., 10 CAPE DR., SUITE B, MASHPEE, MA 026491 DATED NOV 10, 1989. , 10 W Z —55 155 II - 1 w _ N, 60 COTUIT LANDING PRELIMINARY LOT PLAN & PROFILE lol of Land` in Barnstable, Massachusetts / / , ' loll90, l for prepared 5 0 •._,�� ,� fnd i ,r . a � i �o JUNIPERoN ro DEVELOPEMENT GROUP _ ,- - roll \ / — / 1 9 & JOH N L . WARNER �HSMLISTON � �- � � �•�' ,- �Y i C.B. e • _ ,- r 0 fnd) oouRr� / t WINNOW INC N Cirl] ftaimeQTB O Land mayors ;� r ^ 4c ... . _ - f — r-- �l \ ,_ IN so so�ro�s POW ROAX TAZAM issM KM (roe) Isd-ells ��DouGL-As u � ��,��a �r`4�x - _ _ � - o �� 1 \60 6 y µ^,h 4 i � 6 \ 1 \ n r !! 14� I g �%0Sn o ` DOJ : 1 SCALE: 1 — 40 FEBRUARY 21 , 1990 u ro - /IV 0 40 so 120 160 200 FT. \ss/ol�aL E! -' 9OFfss�o l � SUR MATC}{ LINE Y DRAWN BY: M.A.F. SHEET #6 � s r j - - I - — \ - — 70 52� —6 0 I -1. 50 5 \ - d -35 ' \ . - _.. _.. .\� r �,. / � - .,..,,._ r' - . •' 1. .. C.B. (fnd) --3 4— - / l I (fnd) i / EX G I / 33 \ �� BOG 4orlbg. 1 � � /6to NOTE: ABUTTING TOPOGRAPHY STREET ANDi LOT LINES PARTIALLY TAKEN K FROM A PRELIMINARY PLAN OF COTUIIT PINES, COTUIT, MASS., DRAWN BY ARROW ENG. INC.. 10 CAPE DR., SUITEE B, MASHPEE, MA 02649 -.. DATED NOV. 10, 1989. i ° Dt� / 10 Je 6 r — 65 Ar R 70, 01 to COTUIT LANDING "o" 1� .1 I-ool 1 i i � J i N \ PRELIMINARY LOT PLAN & PROFILE -^ \ f r o an inBarnstable, assac uses \ \ , ' it C.S. -901 - _ _ ` . \ ; �6- prepared for l \ 5Qrob ✓ j fndl �� / ` �\ JUNIPER DEVELOPEMENT GROUP 8c JOHN L . WARNER oourr 6 i LMSTON fnd � � o 405 /IV Girg l brinoors O Land Srzrverors 6 6 \ (O00) 6 » t G� 19 %'0 3 L:ISTON i'' DOUrLAS 1 '� w- _ _ - i- � • '" � 1 � ' � \ � \ � ' ` `6 _ le 6941 SCALE' i `— 40' FEBRUARY 21 , 1990 �.a�,o g u rc! S 0 40 80 120 160 200 FT. ATC N L1 N E C" o zo 40 60 DRAWN BY: M.A.F. SHEET #6 r t • S83•56 35OW .55 541 � S1331-3146 Aj, A 499.99 e sa3'31 wy N 167.14 � J J � LOT #2 '°e. •�- AREA— 4.27 ACRES LOT #3 _ AREA— 6.75 ACRES IIII 6 42 338 � 46OW wo ' W 5 48•W 838,I3T sa3• old I, N I � S LOT #1 AREA= 10.01 ACRES O Op' � I� S O NOTE. FROM PLANS EN11T1.ED- 1d , PROPERTY LArE WAS TAI�QI � Rs30.00 PLAN OF LAND / L-40.85 IN BARNSTABLE. Y4SS• t M GS r BEING A SUBDIVISION of LOTS 1 o4A. 105A, AND wousTWY ROAD AS SHOWN co ti J► ON L.C.C. Z'28M AND LOTS 106 t 107 AS SHOWN ON LC.C. Z�4F. - IPA C� , QATEDt Nov. 16, 1978 AND SURVEYED BY LOT 115 BAXTER & NYE INC. 7.5I -ACRES *' SURVEYORS REOfSTERED LAND N OBTERVILLF.. PASS. Ak.w • 8 PLAN OF LAND �A 8 qi 6 S BARNST . iIASS. � � S i Lc.c. rlxu suBonrlSloN OF LOT �1 a As sl�Io�wN ON _ dd BEING A �• 8,92 _ A / �S . DiATEDt FEB. � . Lr■126M R_80. S'> 4-20-8'l -. REV: r 83 � AND SURVEYED BY r I BAXTER t WE INC. I RED TERED LAND SURVEYORS MASS. OSiERVR1.E. 4d \ -d 3� uff #116 lop 9 4 1 II J G �► G G NOTE. ti PARCEL SHOWN HEREON WHICH CONTAINS ` � I LOTS 115,116,117, dt 118 IS SHOWN •I'1 d AS PARCEL #39 ON BARNSTABLE � ASSESSORS PLAN NO.58 ASS d� , NOTE TI WATER MAIN WILL BE EXTEN DED FROM THE REAR OF PRESENT SHOPPING CENTER TO RTE. 28 AND WILL LO? 117 BE JACKED UNDER RTE. 28 TO THE SOUTH SIDE. THEN R WILL BE EXTENDED Y WESTERL UNDER THE DIRECTION AND SUPERVISION OF MR. DANIEL RUGG Za OF THE CENTER111LLE OSiERNILLE WATER DEPT. \ 8A v r O 3w O S �a i R R l I d�• O 1 P LDi' file oINDEXPLAN FALMOUTH RD., BARNSTABE MASSACHUSMS INDEX OF SHEETS prepared for P � JUNIPER DEVELOPMENT GROUP SHEET 1 INDEX PLAN & JOHN L . WARNER SHEET 2 PRELIMINARY LOT PLAN �8 \s e6 � r SHEET 3 PRELIMINARY LOT PLAN & PROFILE wr vemw GYrfI 192ewam O Land Saz.*^v 1 � SHEET 4 PRELIMINARY LOT PLAN a soao� par »oA% UZ&� c�eh �a-�rrts » , SEPTEMBER 5 1989 SHEET 5 _ .- # PRELIMINARY LOT PLAN & PROFILE SCALE. 1 100 : REV. MARCH 13 1990 PRELIMINARY LOT PLAN 0 a me go ae Leo Fr. & PRFI � SHEET #6 LE o 40 ao no K SHEET 7 # PRELIMINARY PROFILE: DRAWN BY. M.A.F. SHEET 1 a i : I i COTUIT LANDING C.9 , PRELIMINARY LOT PLAN & PROFILE of Land in Barnstable, Massachusetts prepared for JUNIPER DEVELOPEMENT GROUP C.S. JOHN L . WARNER LISTON AS CIVU JbVineers 0 Land Surveyors 80 0 NO MAD, TAMUM MAM 01M (M) Us-on SCALE: 1 401 FEBRUARY 21 , 1990 0 40 so 120 160 200 FT. 164 A 0 40 60 DRAWN BY: M.A.F. S HEET #5 0 ,5ro.\ DOLI DOLI DOM ST SM ic, LISTON C�- JAK4 e 6Q,41 r C.B. U.).7710 LDT AREA= 6.75 ES n -W NAL 7PCL_ 0, 70 (0, rb.0 -'T -7 C3 15.4 --175 04— zo Lai Z- M c�, 3c C) rot A C.B. -jro,� 64 -T 446 110 9!'s (0 lei Z-ro f LOT #2 C.90 'LOT #1 0.01 ACRES ' AREA= AREA= 4.27 ACRES "0 f C.B. ro (fnd) ro 01 41 lk I ro 4T ev 75 N81 VW25*F. 5 ro� C.9* MW�, 74 - 70 537.57 / 0 , (fnd) U.:3. #10 60 - (fnd) 0 Ln�- 58500, U #8 W.G! W.G. I c W. RIM-64.72 BF PRANG BIT MANG MATCH LINE "C* L I - I O -A *^ . CO u jL-jA N D G FALMOUTH ROAD RTE . 28 43 Ile fro\ w eCN, i O O P r - O p O a • 0 - a a0 0 0 0 sse o O •ate • .,- . `.„ '•`\ af.3 o _ ortarits o- d i v 0 r ° Ivs Post fa rt ♦• 0 - 4 s tom- , s Q ♦a- C ; ¢AO e Y 1` -+ •f. r r ° o a ♦ 7a - Io rr IO /o /o O a , DO a e• .. . DO . e 0 ' y • 0 / I I .rr .tr ., y.q•..: i , + ng Q'8n t Marys $ Isla d dro 0 _ ® - LOCUS MAP SCALE : 1 - 2 083 ' Z1,41-1�h IFEA AV va _ - 1 V7 TS an 0 0 0 I u _ry o _rs -- 30 BOSTON P SST READ �A �LADhT MASS . 017178 _ — ( 508 ) 358 - 2715713 F� �� a8 358 � 9 i S83'S635'W 541.55' ' ti Ss3'3t � '�,• �y S83'31'35'W N 167.14 LOT #2 �- .�• AREA= 4.27 ACRES LOT #3 AREA= 6.75 ACRES 33&42! ��♦� W.W446"'VIl S83'3� C4 - �5 s -._LOT #1 � O AREA= 10.01 ACRES Epp► NOTE: PROPERTY LINE WAS TAKEN FROM PLANS ENTITLED— .o '1ar �� R-so.00 PLAN OF LAND L-40.85 IN SARN AB E. MASS. W ♦� SEINO A SUBOP4 M OF LOTS 104A. t OdA. AND INDDL RY ROAD AS SHOWN ON L.C.C. 220M AND LrO M 108 ! 107 AS SHOWN ON L.C.C. 22024F. s DATED: NOV. 16, 1 9" AKIN SURVEYED 01f LOT 115 .4 0 REGISTERED LAND SURVEYORS 7.lRf ACRES rN OSiERVNJY. MASS. t �8 PLAN OF LAND SARNSTASLE, MASS. r0 / �• Old � BEING A 311001VISION of LOT 11 a AS SHOWN ON L.C.C. DATED: FM 2. 1�2 tj� o� 128.92� r � / Lr 125.8Q � REV: 4-20-42 « R-80.00 AND SURVEYED BY N = _ WIXTER 4 WE INNREOISTERM LAW SURVEYORS K4 OSI MILM MASS. LOT #118 � 9 NOTE: , ny ♦� �►�'�� PARCEL SHOWN HEREON WHICH CONTAINS 's+ v S LOTS 115.116017. & 118 IS SHOWN a ♦�A e'�♦a♦ AS PARCEL #39 ON BARNSTABLE �♦ ♦d ASSESSORS PLAN NO.58 5p3v NOTE:- WATER MAIN WILL BE EXTENDED FROM THE REAR OF \ �'n' 1 PRESENT SHOPPING CENTER TO RTE. 28 MID WILL • BE UNDER RTE. 28 TO SOUTH UTH SIDE. LOT f 117 9d"- _— THEN R WILL BE EXTENDED WESTERLY UNDER THE DIRECTION AND SUPERVISION OF MR. DA NIEL RUGG Za OF THE CENTERVRI E—OSTERMLLE WATER DEPT. Ole ksc� 4�' LAT f11i �a INDEX PLAN FALMOUTH RD., BARNSTABLE', MASSACHUSMS INDEX OF SHEETS prepa for JUNIPER DEVELOPMENT GROUP ,�► � � SHEET 1 INDEX PLAN & JOHN L . WARNER SHEET 2 PRELIMINARY LOT PLAN � SHEET 3 PRELIMINARY LOT PLAN & PROFILE A$$OCIA1P'!3$ EEC. .�10Z veeow CYrff deers O Lund S1Lv—. ;vm SHEET 4 PRELIMINARY LOT PLAN W UNM MR WA% WAZARN ZM K"'S ($W =*-Wu SHEET #5 PRELIMINARY LOT PLAN & PROFILE SCALE: 1 " = 100' REVSEP: MARCH 1 1989 9 REV. MARCH 13 1990 o n no to gee 40 F'T. SHEET #6 PRELIMINARY LOT PLAN & PROFILE 0 40 0o foo K SHEET #7 PRELIMINARY PROFILE DRAWN BY: M.A.F. SHEET 1 I 1 Ll ♦IN IN ' 2 IN I \ O 5 \ ` 1 \ - 11 ` \ \ (7 O \ D � � v. \ 1 1 ` . �� - .� 1% , \ �\ m \ \ 1 \ , rri IN !� Lij Al N 1 r U► . ` , \ , f , 3 -C er1 ,q YkOD IN \ �*"c u,0. i \ 1 S 1 65 _ Q c w \ + � t _ 1 f N IN I. s - - - \ \ CH I 1 BEN o +� MARK. \ , _ \ \ , (('E0. DISK on BND) \ i \ l 1 •i �� \ 1 1 \ 3' . . , t i � � QN,a81.01• /i 1 ( \ \ �. 1 � H.B. ,,, p� �+ i I \ ♦ \ R 3170.00 ( (fi'Id) _ 399.71 Lr 207.37 ` \ -71 EDGE OF PAVEMENT , r JL 1 PRELIMINARY LOT PLAN- of Land in Barnstable Massachusetts �fo prepared r JUNIPER D EVELOPEMENT GROUP 1AT0 [ !SS®� S C. a 17H ems► O Land S'�rrce w sa�o� mw ao� � mm am =w••�rss �. . �. _ >, SEPTEMBER 5 1989 SCALE. 1 40 J..y ""`L,}lv,f�;� R`:., ''..r '�'.. },, e'1E.i �yi(,{.^'^'i 0 -.. 40 80 iGV iW . G.W '. FT. . 'TON-.='�k' �\`,';�r`'.,t �4 �cam+ �; •r.. � '' DRAWN BY. M.A.F. SHEET 2 _ I I C.9• fn 59,4 I N61-006'E 1509.85' rTO wo _ L Shcouilt 1d) 1009.88 — I 54&76' - r.0 \ \ i MATCH LIN C» 1 A,� 2 &0 c0I.J W Zf( ti - - - - — - _ -- - o ',n- )' ) ol P 'l� by� I - o \ 1 ,8 . 72 ACRES - O ? 5 . .� - V t rJ ` (TOTAL) ~- - , — — S c ; - - S 6�` }✓ ra �_ D , i Oak IP-� 78 ro i \ o � 1 h tJ 7 J , N G Q`01 N , - 1 zs t e _ fn s - 413,84 ( ,S -rATE - WED - AY o f�d) - fnd . - - F P'4VEM _ �*4 56635'4rW 68.10' EMT El S 3WO5'W - i, - B ! � TE M.H.S. , � ,' �'43'37*ry 2� � �(fndJ EDGE OF PAVEMENT 1 - i m ' s : n COTUITLANDING a6-md T _ PRELIMINARY LOT FLAN & PROFILE c�e ss ch se of Land in Barnstable, Ma s a u tt s� I o re ared for � r JUNIPER DEVELOPEMENT GROUP UsTm 1 AS 1ATM8 11MC. I Cirfl 19mafneem O Land Suz'wors n so Igo, pw a"% usu= um os,T. (m) so-" S „ ! _ , SEPTEMBER 5, 1989 M SCALE. 1 40 N, t 0 40 so i'�'0 160 200 T. . � , *#AV 7 7 77 -►•35boom '� o 40 60 K .� 0 20 DRAWN BY: M.A.F. SHEET 3 t i � � y / ( I I , N61W23'E 112&79" C.B. t (fnd) U.P. #1 o sl o ` R nM o ►�• _ P. #8 q . - --- - \�� - w.c. W.G. � W.G. call 'I BIT PAVING RIM=64.72 65 ` \ \ B7 PAVING f MATCH LINE C 1 - b --- Z400 L I �I o : I m roe•4 W to Z 1� , � • 2 U p I-- m 1 a c LOT 115 , 7.55 ACRES — ROAD ...daft INDUSTRY ' 22•E, N60.31 I o � 1C@9.01 WATER. GATE a p� • L10ltT o •T I - POLE , I ' Z P S t / c� 3 -, --rolb - C • NOTE. WATER MAIN WILL BE EXTENDED FROM THE REAR OF PRESENT SHOPPING C ENTER TO RTE. 28 AND WILL EXIST. BE JACKED UNDER RTE. 28 TO THE SOUTH SIDE. —STORY � I - BRICK w THEN IT WILL BE EXTENDED WESTERLY UNDER THE ram, _ ,. � ' '��, / �� 94 F - BIT PAVINQ \ _ e ExisnNc wooD FnclNc DIRECTION AND SUPERVISION OF R. A I U Z061 - �• - - Banc. �, `, o �i _ ED ,' o OF THE CENTERVILLE OSTERVILLE WATER DEPT. G,E OF ,qv BR PAVING , NT - � l I I cif •13 bb (RTE, NQ �s , 28 rL t4jTs 0,� I COTUIT LANDING 0 . I k ft�. PRELIMINARY LOT PLAN 7 �r3r �: o of Land in Barnstable MassachUSett w re ared for , o JUNIPER DEVELOPEMENT GROUP nLisTm NOTE: 1ATMS INC TL o _ TRAFFIC LIGHT dt D''IRECTION 1N WHICH IT IS POINTED. // � .� SEPTEMBER �, 1989 L SCALE*. 40 REV. FEB. 21 1990 ., 0 40 ' 80 120 160 200 FT. Q o ,� 60 K J L Q j DRAWN BY: I .A.F. SHEET 4 : , , rr i COTUIT LANDING c 9 PRELIMINARY LOT PLAN & PROFILE 2 of Land to Barnstable Massachuse tts t I prepared for �e JUNIPER D.��• EVELOPEMENT GROUP C.B. 3 8c JOHN L . WARNER �) 5� R 3 5\• HASSOCIA'1"LS INC. CY 1 fneers O Land Surveyors ;, �• / � ' � 00 80Al= POe! IQAA LTt�110. >r�. OiTJB �) !Ed-!i'10 SCALE. 1 40 FEBRUARY 21 , 1990 - 0 40 80 120 160 2W FT. \ / !� 0 20 40 60 K �2 DRAWN BY : M.A.F. SHEET 5 Y F i . LOT # � C.B. �R'-�' ,- C '•gib '�" \ ` rr;,7� . '" ,,N `\\ C i AREA 6.75 AC`i�ES � ,j 70 3 \ o I t 74-- \ 4 i ,I I �- 1 C S � 75---_ 1 , t f , I W L 1 � o so ` 1 1 i , 7 , J r U C.B. 6 fnd) - Al. /. LOT #2 a -� C.B. ` AREA- 4.27 ACRES ��fndCb Ln LOT 1 \ ` / AREA— 113.01 ACRES i C.B. i 6 fnd 6 1 1 \ > ( 1 + ,� - /~ VIk Rl -75 I oe'8 , C.B. \7 0 ( - C.B. i - \ C.B. q 74 7p _-- . _ \ a � /- _ r . -� U.P.u . o _ _ _ fnd fnd 58s on' - _ - — _ ,p U P. 8 W.G. 74 / yS.G. \ . /� W.G. can ro RIM=•64.72 ~-- , BIT PAVING wo. , J ` BIT MANS .�_ MATCH LINE C" - i I p ---.7 0 0 r / 5 . 6p h 5 q5 40 -- �_ _ 35 _ _ s � 1 , C.B. \ fnd / r � r _ +I --3 4 _ r h K , [ t (fnd) � / EX G 33 BOG 40 vt �i , � / v s I � U R . 4 ,NOTE ABUTTING .TOPOGRAPHY, STREET, AND LOT LINES PARTIALLY TAKEN FROM A PRELIMINARY PLAN OF COTUIT PINES' OTUIT, MASS.,, DRAWN _ - - — - BY ARROW ENG. INC., 10 CAPE DR., SUITE B, MASHPEE, MA 02649 DATED NOV. 10, 1989. 0 � \ r 1 f _ o s x i r , 4 d r _ Z L _ J Ir 1 _ _ 70 4. _ f T'� r p _ � ., — 1 COTUIT LAND ,lNr-j N PRELIMINARY LOT PLAN & _PROFILE of Land in Barnstable Massachusetts / C.B. 1 a i prepared for 50 ✓ i Co JUNIPE R DEVELOPEMENT GROUP. -- 8c JOHN L . WARNER LarroN t c.B. um1 f / 405_ AS IAT083 IMCM r 1 � CYrfl It2filmoors O Land Surverors 00 BOB= PON 20A36 �Z 01M (M) 250--i' l •., � �, := � � .e — 6 6 � �� i roo SCALD. ; 1 — 400 FEBRUQRY 21 , 1990 In r.. E C" � � � � � � � � � , 0 � 40 60 M. MATCH LIN,e DRAW •N BY. M.A.F. SHEET 6 )IV _: `7 +0 C�) -7� .11 t>t 1� z lsb 0 6- _17-14 61 \< cl� 'Do low 7,3 1� L4L A- _7 =T_- t T . 7 =7 7=7= 4- -:=4= ----------- t- -7 /-;.-I f T I V f 17-3 t t COTU IT LANDING J_ T -71: i ------ - ----- re imina Profile of 4 otuit Landin Drive g pared for pre 4 :7. -L & JOHN L WARNER 4 -7 7 L___7 4- USTON -NEW lATM831NCm 4 a" KM SEE= U"m W-un C.17H &ud eam 0 Land Stxm7ory F 7 77 ORZ: 1 40' SCALE: V MARCH 139 1990 ERT: 49 40 so BW FT. 4 '41) t 20 40 60 M. SHEET #7 DRAWN BY: D 4D Los Le