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HomeMy WebLinkAbout0049 SCHOOL STREET 49 SCHOOL STREET - - - - -- - - r �J Q i I J �2 rr t FIRST AMENDMENT TO REGULATORY AGREEMENT 31.4 and 53.School.Street..14YANNIS Reference is hereby made:to a certain R,egulatory Agreement("Original Agreement"} effective.as of August 28,2008,iecorded.00 0ctober 2,:2008 in the Barnstable County Registry of Deeds,in Book 23192,Page 37,and entered:by and between Alan Granby and Janice Hyland as Developer("Developer")and the Town ofBamstable("Town',a municipal carporntion,pursuant to Section 240-24.1 of the Barn table Zoning Ordinance fl: and Chapters 9;and 168 of ttie'Barnstable Code: I ry wrmaS:• f j WHEREAS, under the terms of the Original Agreement as set forth in.Paragraph 4 of said.doe ed the Developer had three years: from the effective date of-the Original Agreement:to ,exerelse the development nghts:.granted.;thereun der.or to request a six month extension to obtain development permits,and ; p requested and was granted a six month extension:of.time to WHEREAS, the Develo per obtain developmem'permits'.(see Extension of.Regulatory Agreement recorded in Book 2573.6,,Page 33);and b WHEREAS;due to changes in market conditions that could not be anticipated at the time of the Original Agreement, Developer and Town have agreed to a modification to the Original Agreement;and WHEREAS,the Planning Board of the Town of Barnstable negotiated the terms of this . First Amendment to Regulatory Agreement with the Developer over the course of two public hearings held on October 24,.2011 and.Noveriiber I4,201 i-and , WHEREAS;-the Planning Board of the.Tawn of Barnstable approved the proposed amendment.to the Original.Agreement for recommendation.to`the.Town Council by a 0 vot&6f the Board on November 14,;2011;and t WHEREAS,the Barnstable Town Council at a public:he :held on March 1,2012 voted to.approve the proposed amendment to.the Original.Agreement and.to authorise the Town Manager puYsuantto$ection 1684,General Ordinances of the Code of the Town of Barnstable,to enter into:and execute an Amendment to Regulatory Agreement a between the Developer and the Town; NOW THEREFORE,'m consideration of the agreements and covenants set fords herein,. and other good and valuable consideration,the receipt and.sufficiency of which are hereby acknowledged each party to the:other,the Developer and Town hereby agree to amend the Original Agreement and covenant as.follows: r S e JF The ex3stmg Paragraph 4:Of the Original Agreement shall be strielten and the following 1 new. Paragraph.4 shall.be substituted th ere fore::n its place. 4. The development rights granted hereunder shall be exercised and development :! n � and ; Permits may be obtained hereunder on or befog receipt of necessary development permits,construction shall proceed continuously and expeditiously,but in no case shall construction exceed three years from receipt of necessary development permits. The development rights . granted under this agreement shall.not transfer to another owner without the prior. i written permission of the Planning Board k d the Town Mager: . �. IN WITNESS WHEREOF,the: 'es have hereunto.caused thus First Amendment to Regulatory Agreement to be executed,on this 3 day of r 1 ;2012. Town of BarnsWe Ad`an Oiantiy,Developer!/ 13y:Thomas Lynch,.Acting Town Manager •�Hylan Developer , APPROVED AS TO FORM AV Weil,Towi Att rney i. i� • i 2 1 e i JOHN W. KENNEY ATTORNEY AT LAW 12 CENTER PLACE 1550 FALMOUTH ROAD CENTERVILLE, MASSACHUSETTS 02632 . TELEPHONE 771-9300 FAX NO.775-6029 AREA CODE 508 e-mail:John@jwkesq.com Tom Perry, Building Commissioner Town of Barnstable 200 Main Street Hyannis, Massachusetts 02601 Re: Alan Granby and Janice Hyland Development of 37 491 and 53 SchoohStreet,-Hyannis Jurisdictional Determination Request Dear Mr. Commissioner: On behalf.of my clients, Alan Granby and Janice Hyland (the "Applicant"), hereby request a jurisdictional determination in accordance with Section 168 of the Town of Barnstable Code to allow for the Applicant to enter into a two-party regulatory agreement with the Town of Barnstable to permit further development of the properties addressed 37, 49, and 53 School Street, Hyannis. As has been described to you at a prior site plan review hearing, the further development consists of the demolition of an existing 678 square foot cottage and the construction of four (4) duplex units consisting of approximately 10,900 square feet of multi-family housing (8 units) together with ancillary and associated infrastructure improvements. Two existing buildings located on 37 School Street (containing 3689 +/- square feet of Gross Floor Area and 5 units) and 53 School Street (containing 2006 +/- square feet of Gross Floor Area and 3 units) will remain, making the total number of units proposed for this site 16. The subject property is located within the Medical Services District as well as the Aquifer Protection and Hyannis Main Street Waterfront Historic Districts. The subject property also falls within the boundaries of the Growth Incentive Zone District (the "GIZ). In accordance with Chapter 168 of the Barnstable Code and the GIZ District, I hereby seek a jurisdictional determination permitting a two party regulatory agreement by and between the Town of Barnstable and Alan Granby and Janice Hyland to allow for the development described in the enclosed application form and as depicted on the enclosed project plans. G&M/Zoning/Granby 03-20-07 Letter to Tom Perry k Jurisdictional Determination Request School Street ToWnhouses 379 49 & 53 School Street OR PhIM12 Hyannis, MA '02601 Q Prepared For: " r n -7 Issued for:Regulatory Agreement (Date Issued:2/28/07) Owners: Applicant: F�gineer/Surveyor Site Plan Review (Date Issued: 1131/07) W - _ Job Number. 2006-002 Alan Granby Alan Granby BAXTER NYE ENGINEERING&SURVEYING 457 P.O.Box 457 Port,MA 02647 Hyannis Port,MA 02647 fessional Hyannis oxers and Land Surveyors c� 78 North Street-3rd Floor,Hyarnis,MA 02601 Phone-(508)771-7502 Fax-(508)771-7622 o �LP3 ATLN:Matthew Eddy,P E Ln No.a Drawing Title Date' _. � C-1 Cover Sheet 2/28/07 o G2 Legend and General Notes 1/31/07 a- C-3 Existing Conditions Plan 1/31/07 C4 Layout&Materials Plan 1/'31/177 C-5 Utilities Plan&Sewer Profile 2)28/07 C-6 Grading&Drainage Plan . =/07 o C-7 Landscaping Plan. 1/31/07 C-8 Detail Sheet a C-9 Detail Sheet . 1/31/07MATMEN ASSS CMSE MM MGtSIM PROFLSS MAL QtGBMM REt j 43183 Ln CN Qi ) ✓Jl �6�' .. ref. \� � c _ SWUM _ JOtN QLI$ MAS&4QKMM MOM PRM SSK W LM SURVEYOR M# 2W4 o M@Gflo bhp @@&)Od 91 = o 0 0 o - 0 PLAN SET FOR PERMIT ONLY- � ,T" �F ngsq NOT FOR CONSTRUCTION r��~NW7TkICcW ��y O • ^ 00 VQRlAPoCSLATE:7' :\2D6\o2006-002\CML\PLO T\2006-00O2RCA1V9.Cd wMgOO /11 EffR Job 2006-002 Ell 11111 0. - - ABBREVIATIONS GENERAL CONSTRUCTON NOTES 1 • (ALL REFERENCES TO -CONTRACTOR"SHALL MEAN THE GENERAL CONTRACTOR OR HIS SUB-CONTRACTORS.) 24. FINAL LAYOUT AND STAKING OF ALL PROPOSED FEATURES AND GRADING SHALL BE LEGEND REVIEWED IN THE FIELD AND APPROVED BY THE OWNERS REPRESENTATIVE PRIOR ID FJ7BT PROP OOBT PROP FART {WHOP - _ ABAN ABANDON'. 1: ALL WORK&MATERIALS SHALL BE IN ACCORDANCE WITH MASS HIGHWAY DEPARTMENT STANDARD ANY SITE PREPARATION OR CONSTRUCTION. THE CONTRACTOR SHALL NOT ADJUST OR L- � ApNyT .SPECIFICATIONS FOR HIGHWAYS AND BRIDGES(MHD-SSHB),AS CURRENTLY AMENDED,UNLESS - MODIFY THE LAYOUT AND STAKING OF ANY PROPOSED FEATURES WITHOUT FINAL PROPERTY NINE MANAGE ME L 3 _-.,, = LP Low POINT OTHERWISE NOTED.IF THERE ARE CONFLICTS IN ANY OF THE SPECIFICATIONS OR PROJECT - APPROVAL FROM THE OWNERS REPRESENTATIVE AND ANY GOVERNMENTAL AGENCY WHICH ....... PRBEC7 LIMIT LINE OVERFLOW GRAN h' HP' HIGH POINT APPROX AfND7OMAlE DOCUMENTS,THE HIGHER STANDARD SHALL APPLY. MAY HAVE.JURISDICTION OVER CONTEMPLATED CHANGE '. GE ®' GRADE BEAK Be RILNICUS BERM ALL WORK UNDER THESE DOCUMENTS SHALL ALSO CONFORM TO ALL CODES AND STANDARDS.AS 25. ALL ELECTRICAL,TELEPHONE, DATA/COM AND FIRE DEPARTMENT CONDUITS ARE TO '�-NAT Tr LIRE " -�_ ROOF DROOL ''I''' ",tt,n DL ■N"M MM CURRENTLY AMENDED,WIOCH ARE APPLICABLE TO THIS PROECT. ALL WORK SHALL FURTHER BE INSTALLED BY THE ELECTRICAL CONTRACTOR. TRENCHING, BACKFILUNG, ,- _, _.._.•- EASEMENT - �_ -S _ SEWER E� _ nJs a1C TOP a B011w EIEWAIION _ CONFORM TO SPECIFIC REQUIREMENTS,SPECIFICATIONS,ORDINANCES AND INTERPRETATIONS OF CONCRETE WORK AND STREET REPAIR SHALL BE PERFORMED BY THE GENERAL --__-__ Raub SEmAO: - -Ors-- OVERHEAD ELECTRIC,TELEPHONE a FINE ALARM x'-'- V.. SPOT MAIM•AEADER BOC ��6 aim LOCAL AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. DETERMINATION OF APPLICABLE. CONTRACTOR. D SPOT GIVAIXx BIDS "BOTTOM Or SLOPE CODES AND STANDARDS AND OF THE AUTHORITIES HAVING JURISDICTION,SHALL BE THE. STATE HIGHWAY BASELINE - --: -• - WA1ER LINE. RESPONSIBILITY OF EACH CONTRACTOR,AS SHALL BE THE ANALYSIS OF ALL SUCH CODES AND 26. RIM ELEVATIONS OF DRAINAGE AND SANITARY SEWER MANHOLES ARE APPROXIMAIE. rtwaP _� BASELINE - •_, —rv- EWE LIE A „ - - BMW LOCATION- BOW BOTTOM OF WALL - STANDARDS IN REGARD TO THEIR APPUCABIUTY TO THE PROJECT FOR SECURING ALL APPROVALS - FINAL ELEVATIONS ARE TO BE SET FLUSH AND CONSISTENT WITH GRADING PLANS — a8 CAPE COD OEM AND PERMITS. - - ADJUST ALL OTHER RIM ELEVATIONS OF MANHOLES,GAS GATES, WATER GATES AID , .�IAVOIR -G - GAS LIE a. 0 TEST PIT LOCATION - - - OTHER UTILITIES TO FINISHED GRADE WITHIN THE LIMITS OF THE SITE.WORK. ZONING LINE -D DATA/CDIWWA■JAl10Ns IDES • BENCH MARK �. COBBLESTONE DICK OTHER EXCEPT WHERE THE PROJECT DOCUMENTS INCLUDE MORE,STRINGENT REQUIREMENTS.APPLICABLE' ■---■ lE IN To ELasixs GRADE EILV ELEVATION - CONSTRUCTION INDUSTRY STANDARDS HAVE THE SAME FORCE AND EFFECT AS IF BOUND HERETO. 27. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. SURFACES NOT --- - TOWN LINE SUCH STANDARDS ARE MADE A PART OF THE PROJECT DOCUMENTS BY REFERENCE. OTHERWISE TREATED SHALL BE STABILIZED AS LAWNS.ALL.LAWN AREAS SHALL HAVE A MODIFIED ----' —T — UNDERGROUND DATA& ATE LINES ORST ENSING THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITY ESTIMATES AND VERIFYING, TO HIS LOAM BORROW PLACED,5®ED.FERTILIZED,LIMED AND MULCHED UNTIL GRASS STAN)IS " STATE LeE ��— FIRE MAMA t:. a SKAMP EA EQUAL OWN SATISFACTION,THAT ALL QUANTITIES ARE ACCURATE FOR ALL CONSTRUCTION MATERIALS,' ESTABUSHED AND SURFACE IS STABILIZED. THE MODIFIED LOAM BORROW SHALL NAVE A MINIMUM FIRE a PaXE CARE rF— U ... . .. � _--- SV��BUFFER LION .FaWDA71011 .. INCLUDING CUT& FILL ESTIMATES WHICH THE CONTRACTOR MAY PREPARE BASED'ON ��� DEPTH OF 6'AND SHALL BE PLACED FLUSH WITH THE 70P OF ADJACENT CURB.FD(7NG,BERM,OR ........ .. r) ------- GRAVEL ROAD _ .' INFORMATION CONTAINED WITHIN.THESE PLANS. OTHER SURFACE. EtP f0 CIT. .. SAW— CABLE Ty - ------ W REPAIR)BUFFER FT FINISHED FLOOR ELEVATION:. . ---- EDGE Of PAMELfIHi- - - 2UD EILAND BUFFER CB (FADE BREAK .- :28. THESEE CONTRACTOR SMALL TWATER,MOW,FERTILIZE' R S STANDS MAINTAIN ALL EO TO AND W ,K,. _, a - O SEWED OR OTHERWISE STABILIZED AREAS UNTIL GRASS STANDS ARE ESTABLISHED TO THE - BI111HNOU5OxB ■ CATCH BASIN- 3. WHERE A EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, SATISFACTION OF THE OWNER OR THEIR REPRESENTATIVE W m CAPE CO BERM MP+ Lw� DOUBLE CATCH BA9tl - OC OANTE aR8 .. THE LOCATION.WITHOUT DEL AND SIZE C THE UTILITY SHALL 8E ACCURATELY - -DETERMINED WITHOUT DELAY BY THE CONTRACTOR,AND THE INFORMATION P¢ - - --- lIIAND � � IR,VME�M 29.'THE CONTRACTOR SHALL RESET ALL MONUMENTATION DISTURBED DURING CONSTRUCTION (n -- PRECAST Calf-an 'v^" N... DRAW NO - - FURNISHED 70 THE ENGINEER FOR RESOLUTION OF THE CONFLICT. - _ �T�� `. ®oW �MANHOLEy ITAND FLAG FLG NNmCM -AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL PROVIDE A SURVEY /0 YEAR ROOD PIAx w HIGH PONT 4-. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH THE APPROPRIATE UTILITY COMPANIES BY A PLS TO ENSUE THAT THE MONUMENTATION IS RESET TO ITS ORIGINAL LOCATION. J sm Q SLOPED CIAa CyRB :�.r=a -m- TRpgN GRAN FOR OBTAINING PERMITS AND PERFORMING ALL NEW CONSTRUCTION, RELOCATION,ALTERATION - MONUMENTS INCLUDE, BUT ARE NOT LIMITED TO,TOWN BOUNDS,MASS HIGHWAY BOUNDS, ��-••� _ - - INDICATION AREA IRE U. LANDSCAPE AREA" Z �^•- Y Leer OF CURB TYRE - T PLUG/STUB �' INDICATION .. AND ADJUSTMENT OF GAS. ELECTRIC (INCLUDING UTILITY POLES).TELEPHONE, CABLE, FIRE .. � PROPERTY LINE MONUMENTS,IRON RODS,STAKES,CONCRETE BOUNDS, GRANITE BOUNDS �_--_ SANLIIi .. rrs► FIORD DID SECTOR - .. ....- —...— EDGE a MAIM MAXLOW OWMLW T -PIN T. WAS REQUIRED. E SEWER,.STORM DRAIN. AND ANY OTHER UTILITIES, BOTH PUBLIC AND AND STONE WALLS WITH DRILL HOLES. Li .. O FIBS MATOR E �/ HEADWALL _ '' ID TELEPHONE MANHOLE - MA MNOMY- 5. THE LOCATION OF EXISTING UNDERGROUND SYSTEMS.,INFRASTRUCTURE.UTBJTIES.CONDUITS,AND - - U - ® CONTROL STRIKR R X TELEPROE WIRER WIN - ONES ARE SHOWN IN AN APPROXIMATE WAY ONLY,MAY NOT BE LIMITED TO THOSE SHOWN HEREIN, - CD a SOLID■RE MIRE - • T; TRAFFIC SIOUL Ytt CONCRETE alE - AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER. THE ENGINEER,OR THEIR - - mV—? - - NC NOT IN CONTRACT REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION,BOTH HORIZONTALLY - .. SpDDDW ?' - ®sw g1Elt MANHOLE. 'ai © SIGNAL BOX _. AND VERTICALLY,OF ALL EXISTING UTIUTIES,CONDUITS.LINES.AND OTHER BURIED - - n BRDIE7N WHITE lWE- E<' © Of"TRIP ." nP FIR AIARY CaNBDI PANEL Nis NOT 70 SCALE INFRASTRUCTURE AND SYSTEMS BEFORE THE START OF ANY WORK. THE CONTRACTOR AGREES TO, " -I O PCC PRECAST CONCRETE CURB -- BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE : - - '-' IB BRIM YELLOW UNE - - • FINE aNW BOX - CONTRACTOR'S FAILURE 70 LOCATE THE INFRASTRUCTURE.UTUTIES,CONDUITS AND UNES - - srGa POINT PREVIOUSLY DISTURBED RIVER FRONT AREA EXACTLY. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND INFRASTRUCTURE AND UTILITIES - - - C x „ WATER GALE 7LtAM�TORrFR PAD PROP' PROPOSED AS REQUIRED. THE CONTRACTOR MUST CALL°DIG SAFE°(AT 1-888-DIC-SAFE)AT LEAST-72 - - - � SOW■ME OIAIIE11iWM:lBE +Y ® WATER MANHOLE � . .•`,. SOLD YELLOW CHANNELING UK "�'. ® 1004MK RYSER HOURS 13EFORE THE START OF CONSTRUCTION. - - - - HS .. PWW - PAVED WATER NAY - :�-x• DOLE YEllw IlE TAKINGTAKING G BEET£VALVE, .. _ .. - .. �� ��• 38OI BEER - _ � ROOM :6.. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL FOR INSPECTION BY THE_APPROPRIATE - - - 0 :' �• PRESSUREREDUCER _ HEM ROM - AUTHORITY IN ACCORDANCE WITH THE TOWN REQUIREMENTS, AS APPLICABLE. - - . - - •" 'gq[y CaIEL7101 .. RIR RlD1E AN)RESET - 7. THE CONTRACTOR SHALL NOTIFY ALL UTUTY COMPANIES.PUBLIC AND PRIVATE. - - SIM OUAID RARE. - - - - =. -FINE HYDRANT - - ,. - .INS REMM AND STAG INCLUDING THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS WOOD OLIAID REAL - - - - - PLAN. SEE CHAPTER 370.ACTS OF 1963.MASSACHUSETTS)PRIOR TO SICCIUME FENCE IIAIER LEER - BET RETAIN COMMENCING ANY WORK. - P: Nr • POSE MWKA10 VNAE 5(S 400 GRANITE EDGING 7j .. ...._..... PATH. - �' � � rT. _ � �' - �LL 8. BAXTER NYE ENGINEERING&.SURVEYING ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED �. •� _ � JJ®�� ! SOC SLOPED OVATE AS'A RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN)TREE LIE GD _ CHANT Mx FENCE r Y MONITORING WELL LEG TIE MID EXISTING GRADE - - 9.. THE TERM-PROPOSED-(PROP.)MEANS WORK'TO BE CONSTRUCTED USING NEW - G DEMAIKN CONTROL VALVE Q) - STONE WALL - - T� TOP OF CURB MATERIALS OR,WHERE APPLICABLE,RE-USING EXISTING MATERIALS IDENTIFIED_�.:_,: . �. -. RETUNING WALL R M READ - - TOT TOP OF FOUNDATION AS'REMOVE AND RESET.(R&R) - .� Ir GAS GATE - - - - � 10.�UPON AWARD OF.CONTRACT,CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION - ' " Y...... HAY BALES -' - - 105 TOP OF SURE'. p - _ ®. GAS METER- .. _ -' � - NOTIFICATIONS AND APPLY FOR AND OBTAIN ALL NECESSARY PERMITS,PAY ALL FEES AND POST-- - � - TOW TOP OF WALL - ALL.BONDS ASSOCIATED NTH SAME, AND COORDINATE WITH THE ENGINEER AS REQUIRED. - - MINOR CONTOUR [p Dw m7RC YAB1aE lYP TYPICAL 11- THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED - - �'- __--u•— —1� MAJO CONTOUR ® fLECTMC eox LION UNLESS ODER■SE NOTED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING' W - `" -.;..:... „� _Fro W StiPE _ < �1H ELECTRIC METER _ ... - .. - INFORMATION OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFUCTS ARE YF VERIFY iW10 BY CONTRACTOR DISCOVERED,THE CONTRACTOR MUST NOTIFY THE OWNER OR ENGINEER IMMEDIATELY —Fs-- BOTTOM d SLOPE " - O` ImTT POLE VGC - VERTICAL,MANI E Cam - UPON DISCOVERY AND AT LEAST 72 HOURS PRIOR TO INSTALLATION OF ANY PORTIONCD ' ' ! FLOOD LIGHT - - OF THE AFFECTED WORK. O - - - .. U111m IL- � 12. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ALL &N➢ID ^+� Hw UOR POE(SINGLE) - - - :. ACOW -ASPHALT COATED METAL PIPE BUILDING DIMENSIONS AND CONSTRUCTION. "BUILDING DIMENSIONS SHOWN HEREIN ARE FOR. - BIRfNNG ENTRANCE >N .■ SINGLE LUMPUNRE - .' .CAP -NR AGAl0 MAXIMUM PIPE.. - COORDINATION WITH OTHER SITE WORK ONLY AND SHOULD NOT BE USED TO STAKE.OUT - - - •. _ - ,�,�. �O LOADING DOCIO - .- _ - -BUILDINGS. SITE CONTRACTOR SHALL STAKE OUT THE EXTERIOR BUILDING CORNERS FROM OOUBEE DINUNAxE CIP CAST MGM PPE - I� 110n }NMI OVERHEAD DOOR ......., - ... - - THE LATEST ARCHITECTURAL PLANS. THE CONTRACTOR SHALL NOTIFY BAXTER -z� TRIPLE LUNN WRE ENGINEERING @SURVEYING OF ANY DISCREPANCIES BETWEEN SITE PLAN DIMENSIONS AND O DOL AIm -GHLNCE x TYPE - ARCHITECTURAL BUILDING PLANS BEFORE PROCEEDING WITH ANY PORTION OF SITE WORK - - - - O w` .�._ owD LUuvwRE .� OOWdIGAiE])IETAL'PPE WHICH MAY BE EFFECTED SO THAT PROPER ADJUSTMENTS TO THE SITE LAYOUT CAN BE .. ; .Lit f7 dRP57ER PAD - - SITE LOCATION N.- SIGN �. j WALL PACK - - - '. MADE 1F NECESSARY. - - GONG COMMIT . 37,49&53 School Street 0) -DOGE SIM - - T3. PRIOR TO THE START OF CONSTRUCTION-THE CONTRACTOR SHALL SUBMIT A SCHEDULE OF - {1 w 0 0 MANHOLE - Opp NON DENSITY POLYETHYLENE CORRGAIED OPERATIONS TO THE OWNER AND ITS REPRESENTATIVE. THE CONTRACTOR SHALL NOTIFY AND - Hyannis,MA OZCO� .• PARING TENET . " . ..: ...::. G.o� umTr PaE(aR MINE � .. - � PtAnM:PIPE-SMOOTH xTvaat .COORDINATE WITH THE OWNER.ITS ENGINEER OR REPRESENTATIVE. _. .. PREPARED FOR I') - ® PUNTING COUNT •-O UNITY POLE/GUY POLE - CS CURB STOP FOR WATER LINE '. . ao COMPACT PARING STALLS- fi(' a NAND MOLE - 14. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND ALL CONSTRUCTION Alan Granby.r . - DIP -DUCTILE RON PIPE MEANS AND METHODS. BAXTER NYE ENGINEERING&SURVEYING, DOES NOT ASSUME ANY 7 Ii IIIliii IIIIIIIIIII rnoss.ALK F ® PtA1 Box RESPONSIBILITY IN JOB SITE SAFETY FOR CONSTRUCTION METHODS USED. ALL FEDERAL, - P.O.BOX 4$7M Hyannis Port'YA... _ STATE,AND LOCAL OSHA REQUIREMENTS AND REGULATIONS SHALL BE FOLLOWED By ALL 'D _— - CROSSWALK - ® SILT FTNCEAWTBaE DOWNSPOUT. = PERSONNEL ON THE JOB SITE AT ALL TIMES. - (�aJ 771.907G . d1FR9a1 BEIII/S1fALE - E ELECTRIC � � .- J - .-'�"--.'''I CORD PAVEMENT AND NAY BALE CECK DAL - F&C .. FRAME AND COWER .. - ' 15. THE CONTRACTOR2 SHALL REMOVE ALL STUMPS,RUBBISH, AND DEBRIS FROM THE - . N $TMDARD QVTY FLDW PAWRNT API PORE OF INTERSECTION "PR PROJECT _ _ __ _General_Notes TITLE ' O - .. SIT€.IECTsI€CONTRACTOR SHALL L€AV€7H€ST€NNTABSAF€,CJL€ J p /� - D ON'THE PROJ .-. Leg@nfl DULL�GpAnerel FIG FRAME AND(RATE I AN,AND-LEVEL O HEAVY DUTY FI Dl®E PAVDANT _® FIARD END SECTION(FES) - - CONDITION*AT THE COMPLETION OF:THE SITE CLEARANCE WORK.. HANDICAP aAAP NTH STOW PROTECT" � G CAS - REDWITH - IN THE LIMIT OF RK SUB GRADES SHALL LO HANDICAP PARING PERIMETER DRAW : MD HYDRANT - - :76-•BEE REMOVED, MATERIALS DI ECTED BYCTHEN ENGINEER OR OWNERS REPRESENTATIVE,TOO NATURAL BAXTER NYE ENGINEERING&SURVEYING O - STABLE GROUND BY THE CONTRACTOR. UNSUITABLE MATERIALS INCLUDE TOPSOIL, LOAM,VAN-ACCESSIBLE NANDIFM PARKING - D xIFREpIIt DRAW O .,;�- 'PAWS ONE PROP(PIA) PEAT, ALL ORGANIC MATERIAL- SNOW. ICE,CONSTRUCTION RUBBLE,TRASH,AND OTHER - - - N ® - CART CORK& - ,OUR STELE PROIEC7K iN PTV NLERT DEVAIKN DELETERIOUS DEBRIS. .- _ .. _ eg15(eied ProfessionalFlIglTleeB and Laird Surveyors' .� CetPM no. ® JUTE MAT WI SWALE PO .PERI1RAlED MAN - 17. TREES AND SHRUBS WITHIN THE OMITS OF GRADING SHALL BE REMOVED"AND RESET ONLY 78 N011)L S[teeT,3ld Floor,Hyannis,MaSSaCLUSPJISO2601 O - m qt$CIICN APPCpEncg PVC POU'WNYL OtARDE PPE UPON APPROVAL OF THE ENGINEER OR OWNERS REPRESENTATIVE. PNODe-(508)771-7502 Fax-(509)771-7622 d �( TREES - POP NiEGnCED mxaE¢PPE 1S. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS, WITHOUT PRIOR APPROVAL BY THE OWNER OR ITS REPRESENTATIVE,. SHRUB - RD ROOF DRAW - SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE - -- s.. SEWER, CONTRACTOR'S EXPENSE .. U - - 19. EXISTING SUBSURFACE ROCK IS NOT SHOWN ON THE PLANS. 1T SHALL BE THE RESPONSIBILITY OF SO STORI BRAIN ` THE CONTRACTOR TO MAKE THEIR OWN DETERMINATION AS TO THE LOCATION OF SUBSURFACE ROCK. - - N - I TELEPHONE 20. THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND DRAINAGE,SEWER, AND UTILITY O - - FACILITIES FROM EXCESSIVE VEHICULAR LOADS DURING CONSTRUCTION. ANY FACILITIES - - - O, - - - TSVAB TEEING SEM.VALVE AND BOX DAMAGED BY CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE - (D W. UIRLTY POLE -21..ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS'SHALL BE RETAINED UNLESS NOTED. DATE: 01131107 .CD - _ - OTHERWISE. O - \a VITRIFIED CLAY PIPE ? � � �' 22. JOINTS BETWEEN NEW BITUMINOUS CONCRETE ROADWAY PAVEMENT ANDSAWCIT . N W WATER ^ _ _ EXISTING PAVEMENT SHALL BE SEALED WITH BITUMEN AND BACKSA ALL JOINTS � - TO EXISTING PAVEMENT SHALL BE SAWCIIT TRUE AND STRAIGHT. ALL CRACKED ACKED OR O INADEQUATE PAVEMENT AND/OR SUBBASE MATERIAL SHALL BE REMOVED AND - / Cm2 REPLACED. . -^ ... - •_ - 3. ALL PROPOSED WALKWAYS WILL BE HANDICAPPED ACCESSIBLE. ALL PROPOSED. - .. RfMARm _ N0. BY DATE -"2 DRIWWG NUMBER - - _ - SLOPES ON WALKWAYS TO BE LESS THAN 5%AND ALL CROSS SLOPES 52%. ALL WORK.WILL.BE IN ACCORDANCE WITH THE MOST.CURRENT REQUIREMENTS OF THE U.S. .. 0: 2006 06-002 CML-PLO 2006-002LC.dw ACCESS BOARD.AMERICANS WITH DISABILITIES ACT&COMMONWEALTH OF_ . MASSACHUSETTS,ARCHITECTURAL ACCESS BOARD.BOARD. - " 2006-002 - `. r oNTIGENERAL NOTES: LEGEND/ABBREVIATIONS z_ 1._ THE INTENT OF THIS PLAN IS lO DETAIL OUSTING.SIZE CONDITIONS AT LOOPS DRD nD i_..__..--- '@-` HELD - 2.)LOCHS AREA IS COMPRISED OF = UTILITY POLE/GUY WIRE - i.�------...- ASSESSOR'S MAP 327 PARCELS NASA 146 4 257. . I , = WATER GATE/SHUT-OFF OWNER/APPLMANi:AtAN GRANBY = CATCH BASIN ' ® = DRAIN MANHOLE I - P.O.BOX 457 ANN. ® = SEWER MANHOLE "; f �. �_, I ! PPHHONE.(508�508r)771-30707 = ELECTRIC MANHOLE - - - -. - i L' DEED BOOK ASSESSORS AP 327 PARCEL PACE 0145 =TELEPHONE MANHOLE P nD ` _ I (-_ ASSESSORS L20.327 ACE 7 257 = MANHOLE ...�� .I` t ..PARCEL 2 DEED BOOK 20289 PACE 70-�. L t PARCEL t - SIGN ( MAP 327. I '- LOCUS IS A PORTION OF LAND MINED AT NO.RECORD PUN DEFTW LOCUS ea = ELECTRIC BOX - 123 PLAN BOOK 73 PACE 129 - -GAS METERr ASSESSORS:n = FIRE PULL BOX a - --._.___t $ I rM24 'DEED BOOK MAP�7 �74 PPARCEL tab O = GAS GATE -" - - NO RECORD PLAN OWNS Locus. . d ... - HYDRANT. .� , f • �- ! ! --- _._ '_ _ .__ - - 3.)PRIMARY.BENCHMARK:TOWN OF BARNSTABIE CIS MAP 327 SIGNAL BOX - i �_ - ---I _ - - _.. _._ .- PROJECT BENCHMARK: BAN UTILITY PoI,E(! _ - lY5 . U TRAFFIC SIGNAL POLE ` f_ .. 4.)ZONING INFORMATION AP = BOUARD :._ - '- .. -ZONING DWRICT: MS MEDICAL SERVICES 1LTI t g = BOLLARD BASE LIGHT POLE I . . •-_-__.J-"7:__ - !- - „. .. i. NAP 3a7 --j -._..__ (( D S�<REET HISTORICTACT) w 7 = YARD/LANDSCAPE LIGHT IA s - ___ AQUIFER PROTECTION W - - �, I' : C - MINIMUM ZONING OOUREMENCS: 14 ...... ...,. =WOODEN FENCE _ .. I .. ,. .a 31 i = r Pk'., i .LOT AREA- 1. S.F. OVERLAY OISTRCT _ = CHAINLINK FENCE - .. ms M/F Al Hraao s AAROH 511rgm(iE; I - ! '.. MN.LOT FRONTAGE 50' . ... .. = OVERHEAD WIRES - - i PLAN BOOK 70.PAGE 55 - '. i F FRONT MAXIMUM0T COVERAGE RO6 or REAR YARD= TO- /10', Font ymd bid-iPe J = TREE LINE - - --.. I .I ' ' - - 5. A TITLE SEARCH 1445 NOT SEEN PERFORMED FOR THIS SITE IT DELEIam✓m Q =TREES&SHRUBS .. -: _ i I----_ _ .,I i ) - z 4" = YARD/LANDSCAPE.LIGHT ..5 - .. - i : - - 7O BE NECESSARY A TITLE SEARCH SHALL BE PERFORMED BY OTHERS. . LL _ _ d __,__----_-.- THE PROPERTY LINE NFORWTON SIM IS BASED ON CWd3M AmARIF RECORD _ i CONC. - = CONCRETE - -` ~ - - __- - r .. _ .. 6J INFORMATION CONS I NG OF BANS AND BEIDS. - - - . D =CONCRETE BOUND - - 017UMWOUS DRIVE Cep ! '' -' EXISTING FFA1111n STORM HEREON WERE OBTAINED FROM AN ON THE Q7OND TEED . CD a = STAKE&'TACK SET.. _ :C�/oH .�_:-" HELD i W-74A, -i f 1 2006 - • = PK NAIL SET - 'NETS E.T' f-C13 b ' I :�SbRVIY PLRFORED LTV B4XTER j O � (C) �- - ., � = DISTANCE(COMPUTED VALUE - .. __... . _ N7E FNOfE17dN6!,SURVEYING ON APItR.6 . .'� ',=, �<` THE PROJECT LIMITS,AS FIELD SURVEYED BY BAXIUt NYE ENCIEERING 3 SURVEM ON ^. - :a." - - - AM 6&4&DECEMBER T It&12.2006,EXTEND APPROXYMTaY 25'anm .. (D) '= DISTANCE(PER DEED) LOCUS PROPERTY UNE& _ . : . . - y; i• — — ,� .. - I - - � NT 22.r� G6 INFO oarANFDDnERi THE TOWN BARHSMFORNATOW SHOWNT GS FOR REFERENCE ONLY AM 6 - NAP'327 - DEac S'.'L,G I I _ 7.) WEER:250007 0005 C �. 243 2' I .. a - r- ~� .'�- OVERHEAD WALK W ofrI .��INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, 4 30 - < - HOUSE,37 0l AREA OF WNW FLOODING. N ` ,N/F JN1E5 Y.BIIRRIQ,TRS. '`' _ m .^. PATIO .3)b>� DBRICK OW 1TCAYE / W7.I. f "''-'-..__,y 8.J.ENNM7NMFNTAL INFORMATION: . I MAP 327.7 @ .' r n N87 19.4�, WI MA 327 ) pn I- •SITE IS NOT WITHIN A STATE APPROVED ZONE 0 GROUND WATER RECHARGE PROTECTION AREA . - I I - a 2I1 - '� _S O PFWcaGw '(5 APAR7WtT$) I 'tj I -- a 36 I1 ,2n .NO DER INVENTORIED WETLANDS ARE PRESENT WRHN 100'OF LOCUS PER MISS CIS. _ (. I$ .. - PLAIN BOOK 73 PAGE I29 .. �T,g �'3, - BULKHEAD- _ I.TJ.1 I ( aW _ •SITE IS MOT WITHIN AN AC.EC..(AREA OF CRITICAL OMRONYEWAL CONCERN). - rt ' -. S - 1 : I G _ •SUE IS NOT W INN AN AREA OF ESTIMATED HABITAT OF RARE WRDUFE POT . $o ! - 4 `. I ' -_ r" NHESP MAP OCTOBER 1.2006 ESTIMATED HABITATS OF RARE WILDLIFE' - ?. .` ... A srp �« N - _ FOR USE WITH THE MA KMANOS PROTECTION ACT REGULATIONS(310 CLIR TO).- ! _ _ ¢. I .. - Er dl .:_.._: S7f�_ BRICK PAD -:,g I�J II - - �s - SITE DOES CERTIFIED�VERNAI-POOLS." YDFIML F'001 PER.NHESP MAP OC7PBER,.2006 . A - f _ I .. ... bss( E 62 -.y `IB. .O II .' _ _ _ SITE DOES Nor APPEAR TO BE WITHIN A PRIORITY HABITAT PER NNESP WP OCTO[ER 1.ZOOS 'tz =� FPoORf1Y HABITATS OF RARE SPECIES-FOR SPECIES UNDER N .. 1 S .- I .. <-i� - _ - ✓ I C) �!o THE MASSACHUSETTS ENEONGERED SPECIES ACT,REGULATIONS(321 CMRID) ' in II I -.,..j � 9.) - 6 i •. ,s'= � .. _ UTILITY INFORMATION cwwu HEREIN: ALL ETDS7INGHE CTOR SHALL CONTACT DIG SAFE Uix/TIES,AT(FAST 72 Hg1R5(A PRIOR T-O THE START OF CONSIRUCTKK 71E LSAFE)AND UTILITY COVANES TO LOCATE OGTION OF NAP 3n r---_.i'( DaSTNG UNDERGROUND�URE.U COFDWS AND ENES ARE SO1N N AN APPROXIMATE y 0.74!ALLIES �1 WAY OMY,WY NOT BE TO THOSE HEREIN AND NWE®1 RESFAMIED BISED(N THE - . �'y•:: I . f AVAL40E UTNTY RECORDS NOTED HEREON.'THE CONTRACTOR AGREES TO BE FILLY IESPONSELE FOR .. .. I NMWOBS.DPoVE R ANY AND ALL DAMAGES WWCH MM HE 0OC45MED BY THE CONTRACTORS FAILINE TO LOCATE SAID 'i It ` "" ----N .e - _- _.. - _ 5 R1-4275 E ____._ 1 NFRASTRUCR,RE AND UTILITIES EIACFLY.E F1F1D CaD116N5 OFFERS FROM PIAII FFORWI6N.THE N CONRYCTOR SITYL NOW THE z ,,_y �'� "1 .," 14t `t — _ -...1 i_--_,_ WATER LINE AND APWKTEWUNTDNCINIFOR INFORMATION 6YBASED fl1L4N5TABGE WATER - q - ., PMNCFL/4S - I -_._. h o _. j ,* II INSTALLATION SKETCH OO R 53 SCHOOL STREET&SKETCH 4 FOR 37 SCHOOL - .. � .. � _ -- -_. af- w--ate— i O 170�T7t ACRES tea.: -*i- .: :_...' _._ „.a } ;:� - .. - •GAS UIE LOfA710N PERTMAPOPROVIDED SKETCH ATTACHED 70 47FLYNRE RARE CARD CONK.STREET . . .. If 1 `i _ I:` _ __OBTAINED__RE RATE_ K 5-40& - I \......yam .. I �x PROTECT BM- 5-40 AND PLAN e5N2844 AS PROVIDED BY NEYSPAN ENERGY,DATED 6/9/O6 . y\ . �•^`a pyl�y b7]T7 B1tUY1NOB3 dI�E°f\ ����6 � � - � E%tSUNG SANITARY SEWER INFORMATION TOWN OF BARNSTAL'ILE BOARD OF HEALTH,•VID�SEIYERFID 5 2h39 ON RECORD AT THE STONE PARKING , I, �.. .. 1 SQ FT. jf 'I I TOWN CIS' _ _ - PARCELS,MAP PROVIDED BY TOWN OF 64RNSTABLE(IS DFPARIMENT. J 1 �. O .. i .. NAP 327 - �31 .. -: _ - OBTAINED N I I3(i '; 1 h ._._" - - _._. _. _ ...... WATER LINE AND APPURTENANT 3e I a.f I 1 INFORMATION FROM F'UW SN2841 PROVIDED 8Y rse KEYSPAN ENERGY. \ - �, N/F- .PANNEY ORI' y-s' •3, 3 _ j =Ag a - .511E LOCATION I i. zzD I�o 37,49&53 School Street _ _ o- / L o i L AItA 02601 Ila ro 1 ._... HOUSE/ .. r .I Alan Granby . _ 53 a ,: I kk ^+ / :jr N .t_ IDGIIW OF OR1,E5 Y.STORY LAMA - �I .ro_71LS SIRUCDIS LON94 1 n wDOp FRAME / j / f DWELLING I I ' P.O.Sm 457,Hyannis Port,MA —'-- 0 LAW ( ASP-n3A.n' C . (500)77 -3070 . '` _ '•1 3 AR A3175) J`' IT-. ,I .t6 ' U _ k-.. 1 el ! MAP 327 TIIE _ as o F ; ,� I� r .5z _ ExistingConditions Plan NOW DEED Da", `LAM LD 34 A �.:.= § 'ter ; ( _ BAXTER NYE ENGINEERING&SURVEYING 1 g "S IFRAME I ' L- )i Registered Processional Engineers and land S1Frveyors z "O��Y �' I a7wWou DWELLING 2. ( I 78 North Street,3A Roor,Hyannis,Massachusetts 02601 1f DWELLING PLAN BOOK 358 PACE 3 . _ caNDo _;; s qaw : I� I - __ I Phone-(508)771-7502 Fax-(508)771-7622 I MULTIPLE 1 {I . " j ..L.._. f..' B_ /T COTE NI NUTLET 16.I� .i3.,, 333 1 i I I o-NI BUAN wAU NAP 327 8 iLI r __ .. 20 D 20 40 .. . I a s7i - II --- ..._ ._._ .\ SCALE IN FEET - - / MAP 327 i N/F DENNIS M.GREY - .SCALE:1-=20 .. C`J1 4 - .. �I MAP 327 ""T.. . . .. DATE: 1131107 CD 252 I I tl 6p t t( O FNO i BY BATE REMARKS DRAW BY.mrm I m c ......._ -BrmFNpI . V _z4As N -- _ _ - - 0: ZOOS 06-002 CML PLO 2006-002EC.dw 1 - 2006-002 ZONING TABLE - . _ ZONING UISTRICT: MS(MEDICAL SERVICES DISTRICT) - - d OVERLAY DISTRICTS.AP(AQUIFER PROTECTION OVERLAY DISTRICT) ,. a„ SIGN S UMMARY HYANNIS MAIN STREET/WATER FRONT HISTORIC DISTRICT - i^' - ! __ _ ALLOWED USE: MULTI-FAMILY HOUSING SPECIAL PERMIT PROPOSED Ems• MOUE--FA110.Y HOUSING + ,'`^' JILUMBER SPECIFICATION TEXT OUANTIfY EXIST USE: PARCEL 145 VACANT f BRB FRD ----._. NUMBER WIDTH HEIGHT EXIST USE: PARCEL 257 RESIDENTIAL(4 APARTMENT UNITS) PROPOSED: 4 BUILDINGS O 2 UNITS-8 UNITS TOTAL : STYLE ARCEL 146 RESIDENTIAL L5 APARTMENT UNITS) PROPOSED BUILDING FOOIPRNT=2 X 1253 SF=2508 5.'F-(BED(:.STYLE ' 9 EXISTING UNITS PROPOSED E BUILDING FOOTPRINT=2 X 12a2 SF='2564 F.(SLOG.STYLE -1 RI-1 24' EXIST USE P 24' 1 5070 S.F. EXIST BUILDINGS: PARCEL 257=2 - ' --............._.(2.3733 SF) E>OSIpG tIWONGS TO ROIAN�2 O 8 UNBS TOTAL - � i' ._'- _.1 i r I � EXIST BUILDINGS-PARCEL 146= 1 (2.335±SF PER GIS) EXISTING BUILDING FOOTPRINT TO REMAIN=Z335 SF 4 1.665 SF=40M SF - . TOTAL= 4.708 SF 1DTQ PROPOSED BULGING FOOTPRINT=9,070 SF. • -' _..___.. i ' ALL PROVIDED/PROPOSEDI -. •.ADD'VAN ACCESSIBLE*WHERE APPROPRIATE - MIN.LOT AREA 10 40 721±S.F.• ._._-_„..._J J FRONTAGE 50 FT000 206,48` r. I - ALL SIGNA6E NUST BE IN CL'NFCRNANCE WITH TN£ FRONT SETBACK 20 FT - 18.8 FT- ¢a - - I.7 SIDE SETBACK 10 FT 6.3 FT••• : ( FEDERAL rR4fF'C ADNIN7S IRA TICE 'CAIUAL ON ), SIDE SETBACK 10 FT 6.3 FT••• -! I i UNIFCRN TRAFFIC CONTROL DEVICES'UIUTCD), _ LATEST EDIT/CH,ALL APPLICABLE CODES,AND LLCAL U - - µ --� '-^ - EOVIREHENTS LEGAL REOUIRENENTS TO SUPERLFDE - CL 8 UNITS EXISTING - R . MULTI-FAMILY MAX DENSITY 40.721 S.F.=0.94 ACRES +6 UNITS PROPOSED -SIGN INSTALLER TC VERIFY. 1- 7 UNITS OR MORE PER ACRE BY .94 X 12= 11.28 UNITS - 1 Lyt SPECIAL,PERMIT-MAX.- 12 UNITS PER AC. 16 UNITS TOTAL-- MAX BLDG. HEIGHT(STORIES) 38 FT OR 3 STORIES .. 36.8 FT(2 1/2 STORIES) MAX.X LOT COVERAGE(STRUCTURES) 80% - 22.1% TOTAL PARCEL 40,721±SF (35,576±S.F.) . J (8.986 S.F. • _ I- i ,Q .FLOOR AREA RATIO FAR N/A - r, H'Ft- E._r •Er;:..^.F - _ _ Z. DSCAPING:IOX INTERIOR PARKING 972 S.F. 1N.345 S.F. - TREES-FR✓NT YARD Cl/30'FRONTAGE) 6.89 7 TREES-PARKING AREA.015 PS) 29 SPACES EXTERIOR PARKING =6 6+ MPERVIOUS AREA N/A - N/A OATURAL STATE. N/A :, N/A - «) NOTES: O- ARgNG TABLE ' -� s 0: CB/W ULTI-FAMILY=.16 UNITS X 1.5 PS/UNIT 24 SPACES _--' PARKING LOT=.29 SPACES - `-" __ ETut,rri" „r FND `- � _ + N SHALL E PERFORMED IN MHD55 TOPIV ORDINANCES, . .. .. CB/DHi .:_. .HELD ..1.41 CONSTRUCTION B RM_0 ACCORDANCE WITH ORD AN REQUIREMENTS, SPECIFlCATIONS,AND THESE PLAN AND PROJECT SPECIFICATIONS HEREIN N HELD _ la.il _, (SEE GENERAL CONSTRUCTION NOTE#1 ON SHEET C-2). _ I 7. SIGN VEHICLE - PASSENGER' ,`�:., _ ----------_. s�E•'COMBINED AREA OF PARCELS 145,.146. 257 _ _._"__ 2.-0EMOLISH REMOVE EXISTING STRUCTURES WHERE NOTED AND SHALL INCLUDE FOUNDATION - -PRE-EXISTING NON"CONFORMING I _ `REMOVE ANDS T�_« „ � -7 I ',•Z->I- I AND CONCRETE PADS. DISCONNECT AND REMOVE UTILITIES AND ANY OTHER WORK TO •••REGULATORY AGREEMENT 4_--1's�' : - - I EXIS�m1G Mu1 1 y ) ( - I COMPLETELY RAZE THE STRUCTURE. REMOVE EXISTING ASPHALT. - _ 6'PRIVACY FENCE' O h PATp - �PAM � ,L,A I 5 I I3.N ETO XISTING.PINING EDGE SHALL ASPHALTVING.OR WHERE SAWCIR TO CREATE A CLEAN EDGE WHERE IT IS TO BE TIED (.L - r _: - r ..� >�: r (--'=r'--( .,,�: BROKEN ORAUNSTABLE PAVEMENT SHALL BE REMOVED AND EMOVED ESUBBASE REPLACED WITH SUITABLE TO ASPHALT WHICH IS TO N .. .. 'y -i COMPACTED MATERIAL.PER PAVEMENT SECTION DETAIL HERON. W ^Fin_' SI ,.j Ih. I i ,• '� �" ._.. (a u:,>, ..;.4. 1. - �. .€• o< .t - 'I I. gaw, 4. DIMENSIONS SHOWN ARE TO OUTSIDE FACE OF FOUNDATK)N OR FACE OF CLRB WHERE BULL LNG UNITlT. IS!�_ _.Eo - APPLICABLE 6 - YA''� a}ST _lEs> `I L ,.:1 k( i - _ _ - �m_ 5. BUILDING AND SITE SIGNAGE SHALL MEET REQUIREMENTS OF-TOWN ZONING AND/OR SIGN - vr . >> .. ORDINANCES. 3 UNIT w - N * \ x ODMERm I'OROI w r, j _ 6. VISIBILITY TRIANGLE AT ENTRANCE SHALL BE KEPT CLEAR OF ALL OBSTRUCTDNS BETWEEN - :. _ .�:T,_.�..,_,__=.4s. L+. - 3'.AND 8'VERTICALLY. 7..FENCE TO BE PAINTED DARK GREEN (TYPICAL), 5 AAT ENIA°RAN,° - -_ I 1 .s,. E 90 0 1 A SIDE< P.TY .. �• - _' - H!:'; TYP. .�' Oj I( = IR=5.0 SANWT 1 F�!: - • I - I - RELOCATE EXISTING Fl CE '4 ,' _L C }•,, } J •. - €L - TO PROPERTY 11NE.AS.SNOMRI;*cl c `Dr ns+.,,•.5.:4,.r (' R ' I Iw REYWE Ir1i151WG CURB - ,{ a. - » • - a.„- PROPOSED B•X70• 07' - �.:::. t Ra27- AT PROPOSED'ENTRANCE 1� r t, .4•' TRASH FN,OAIRE -�„"`�"4'`-.'•""a M1 _ ._ .. PRLAR -•r..._. ,_ - 1 + ' !'. FF1 Q�AN°DAGA ETN. . '.'( -- _ • i .1 - _ ^ CCB S � f O ,.�..' ': _•�..iss.+4 TM."`-. x :.........:. _+..: .__.. (SEE OEPAO./ ) : :, ( ;1 I � , ..._ �i =b.o� -__ DETAIL Nta tPRAM d1 o- .,» -.,.._.- . L ♦1a110 BRICK 201 WIDE WATER EASEMENT - COBBLESTONE i 5... '�' 'zZ+•. 0S'?L'i.� Aga Y`�..:..a ila !- ::. >.: '. 1 F..-. � OO - _ _ -� 9.0' .f1` 38. 71P: _ _ ..�_1 _ r P &o' 1 I.: O I - _ VI�_nr�il SUE LDCUwN c fL. 37,49&53 School Street ql= (TYP. I Hyannis,MA 02601 I N JOINHE Ncu%NON .. _, ( 4._KiDE Bsac Q PREPARED FOR y ry ; VER Gran z Alan 6 °A �o�-E r -.-- -- _ 1 v9.z• ! BUI LNG 'ao ml�PGRcfl 1REWVE'I - i ,`, :F•L-I .-..__ - .. .P.O.BOY457,FlyannlS Port,YA. S o ,_ BUI INS FENC U I (SM)771,WM' .. ,� T•y�y }, ,BUJ LNG ts4�` �, /t/ 5- UNIT g. cr}SIARIITRE ES) d, �( - __ - ! - GAT war p �2 SrD�IEST2� 11,1E Layout&Materials flan .. (V S^L � 4aNf,tn I vi.r yo O f PA1Xt _ V thso'' t.�,J. ... - _ tea', zi L �Ix,� I >r'• PARO --fileI 1 ro Alp -__PATINE L - PA / 19 f�LL.-__C-,`__ 1 I 1 - ', . CHELD END - .. h j' >' BAXTER NYE ENGINEERING&SURVEYIlVG O HELD u� ,u m,�.,-,J FL 16 LF.. II _ O 3ENSIC .cam, ... 6 PRVACY � i I ..^ _ PA • 1� L _ N Ta INTO PROPOSED FENCE g a -- - ...... cnTEi Lh N �a Re iswredProfessionalEn Engineers Massachusetts ors PRIVACY FEN,(TW-..� -'�_."_. -. _ 8 B - _ PROPOSED N(s HT MI ��E T)S7E-EEHeE -_,--._. EwsTwTO BE REMOVED s RE --- - - 1 „. - _ _ 78 Noah Street,31d Floor,Hyannis, - - O r-'--'- ._-_.__v_ sn1..Ousou,EI 1 PROPOSED FENCE t -' -T7 pl;' I ( Phone-(508)771-7502 Fax=(508)771-7622 J i r�Tom. _ _., _ INTO EXISTING V r- ' t. 1 1�.Tt.HF' 7X13•'N'ATER _ _.:.1 I � I,I..I,j EASEMENT - 20 0 20 40 1 t ;+',t: Ir.. 'L" .5 e. ' .. - - SCALE IN FEET _ L ._ _. SCALE.1=20' CN O „ + I I, I O .. # - - _ +7F r C.nH�t I + + DATE: 1/31/07 r O _ I + ' Ir' i C-4 O I I � �. - --•._ DRAWING. _ I' + N0. lTY GATE REJNRI(S- =. - I - - - : - - 0:I 2006 06-002 CML PLO 2006-0020M.dvg O _ t LB/DH 002 END 0:\2006\2006-002\CIVIL\PLOT\2006—.002UT.dwg, 3/19/2007 5:40: 10 PM, 1:2.26093, SM i. . I } • _ I II PROPOSED SMH 04 W - 1! STA 2+58.78 IM.32.20 c � 3 I PROP ED R OF OJN - .Pi43 3100 pR I R I PROPO EMU RIM SERVICE - .. ipN 1w. PROPO WAI SER ACE ®®e p ',, r PROPO INN SER CE � A � I fRD--�RD I, I _- - 8 32.5O I J2.0' w I ° I k i + ; i p, OF If C 32.55 o ��^j-- ..�Z. .gym.\■\. 6 1 58'Z'1 . - v ! I PR I PROPO XD WAtE SER�ICE 8- - It ! I PROPO D ICAL SERVICE - - . - cW i OPO ' ROOF!DRAIN ;. � 22.0' - m S1B0 - RD m # I I 'RO—__ .I PROPO D R SER ACE - - \i I I RD ` '-RD 08 ad ad.G 26.01 W __ . 1.2... m MESMM0JI. PROPO STA 1+28.8/ 3 4T 1i.. 34.00,i n - - I PROPOS D WA SERVCE N Z S I/—5 'I Zoy I g 34.001 P'"OSE ELEC I A"RVICE �,+_ E.- E E P Ji i I l I � aE Itm �RD ' r u Mom' ! 6 O i 1 PIPOSEDELEC AL NICE i,, ; I ✓• r 1 I ,�.. � ._ _ I - , 34.00 I I PROPOSED SMH 02 a '... fig �. _ I 01y8r� wig pL° � 7 ° ISTA 0+48/RIM.J4$5 i : dt t I .°4I -� 4 f 34,501 �.1 'PROPOSED'SMH/1 SCHOOL STREET . $ ... VA 0+00/RIM.34.82 I OOL iL - o � 1 o K - - � 101 TOWN UYWT SCHOOL STREET P4AN BOOK 16IiPACE 135 ROM S� I0 > Q E .BF y�Ujz�° < S MIT;, qj 56'!lit Al =82;109"Kg tn _ >E �" N g N .� N� �'a �4~'� g�' : 3 In Yypl 4tLL - - z ,m ° C W�' 08 � [� �$ F4�1 � Pr�S��FY �, > j �61! o" O �� t r0 y f,l 4/ gig ���1 �' ��thy QQ �1' C1Q � I+^� a 9 11§91 zi S $ € NCR � m GRADING AND DRAINAGE NOTES- CONSTRUCTION SEQUENCE ABBREVIATIONS 1. DEBRIS, STUMPS, EXCESS,AND UNSUITABLE MATE RI FROM THE 1. NsrALLsai FENCING To EsrAIlusH THE tM,Nrt OF woaK A5 sNaWN DN PLAN. . �.. �[� j CLEARING de FROM 2-CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE AREA " I ;7 1. DEMOLITION OPERATIONS SHALL BE REMOVED FR BOC. BOTTOM OF OIfB THE SITE DISPOSED A GAL MANIA BY THE pEWA7pC OF EXCAVATIONS SHALL NOT BE DIVERTED DIRECTLY INTO ANY .� I OF IN LE ER . I _ 3.DISCHARGES FROM . BDS BOTTOM G SLOPE ._._. _ r�TWIDS OR EXISTING STORY DRAINS WTHOUT PRETREATMENT NA YN1NG BASNS, g� Dow - BOTTOM OF WALL ItFa I - - '' - �� 2.DISTURBED AREAS SHALL BE PROTECTED AT ALL TIMES TO 4.INSTALL NAY BALE CHECK DAMS ALONG CENTER OF SOAIES AT lDo'.O.C.As NECESSARY. '- - O SEDIMENT TRANSPORT BEYOND THE IT O j-- CONTROL ORT BE UM F WORK. rr FNIM FLOOR DEVATION .._.:,._ i y f_,_ S-_. .- -_ .. ly 5.CLEAR AND GRUB SITE MTHN THE LIMIT OF WORIL.. Gl GRADE : __ +, _, I DISTURBED AREAS SHALL BE TREATED WITH WATER DURING . F w HfR FONT '+ - 6� - _ - I x+! EXCAVATION,OR APPROVED ALTERNATIVE,TO CONTROL THE DUST: 7 ROUGH SUB GRADES FOR PARKING LOT AND tF 6 ESTABUSIH BI1nDW/G PLA QtL -_ _ ..... .PERFORM BUILDING AND SITE CONSTRUCTION tD LOW PONT - - ... - ¢� - _ __, j - 4.ALL DISTURBED AREAS NOT OTHERWISE TREATED SHALL BE . TOC TO OF OR® STABILIZED WITH 6"LOAM, SEED, & MULCH. THE CONTRACTOR IN S.NSPEC7 AND MAINTAIN EROSION CONTROL MEASURES-AFTER RAINFALL EVENTS AND A MINIMUM +- SHALL BE RESPONSIBLF FOR AREAS L VEGETATION HAS BEEN ONCE TOW TOP OF WALL PkTt ' UNTIL -. i OF SLOP VICES FURTHER STABILIZED ESTABLISHED. EROSIONEC IN EXCESS BLANKETSt(SCS) F _ B.o��TE�CON CONFORMANCE WI��ON WORK SPECIFICATIONS. ONSNEfDED. MA CONTROL eED67RIO17E MENIAL CURLEX OR EQUAL tO.ONCF ALL pRAINAf,E STRUCTURES ARE INSTALLED.INSTALL FILTER FABRC AND HAY BALES 5. ALL DRAINAGE STRUCTURES AND PIPING SHALL BE DESIGNED AND AROUND ALL NEW STRUCTURES AND MAINTAIN THEMUNTIL PAVEMENT rs INPUCE AND . VEGETATION 15 ESTAE;UsHABUSNNED. ALL OUlFALLS SHALL BE STABILIZED MTN STONE PROTECTION As . - INSTALLED FOR H-20 LOADING. - REQUIRED. I I i. II-ALL CUT AND FILL SLOPES SHALL BE TEMPORARILY STABIU2ED NTH Ti1V SOIL SEED AND - t1 6. CONTRACTOR TO VERIFY IN FIELD.WITH ENGINEER PRESENT, SOIL L MULCH OR CVRIFX AS REQUIRED ff CONS11iI1C710N ACTIVITY CEASES ON SAID SLOPES FOR A . , _ STABILIZED AS. ATELY ON OF � ORATE PRIOR O COMMENCEMENT OF CONSTRUCTION PERMANENTLY INFILTRATION S MIN INFILTRATION IF RA VARIES M PERIOD IH,�DAYS COMPLETION ALL n�Ai 4ONRMING- I . W � i _ 0.SSUMPTION, SYSTEM MAY HAVE TO BE REDESIGNED AS DETERMINED . . .. r T I I I ) - BY THE ENGINEER. 12 COMPLETE nmsH GRADING AND STA91UlAmom OF SITE RACE FINAL LAVING COURSE. I . la SEDIMENT FROM ALL DRAINAGE STRUCTURES.DR MANHOLES.PIPS AFTER 7- rn VE -CPP HIGH DENSITY POLYETHYLENE CORRUGATED PLASTIC PIPE � �wPLETaN OF CONSTRUCTION. REMOVE AND REGRADE TDAPORARY Beeus.sWALEs,CHECK .. . - AY EIG STABILIZE DI - - WITH SMOOTH INTERIOR WALL TO MEET ADS N 12 PIPE DAMS. IE DISTURBED AREAS. Q - _ _ - _ - SPECIFICATION OR EQUAL.: CPP PIPE USE SWILL BE.ALLOWED AS - - 11.CLEAN OUT ALL SEDIMENT FROM BID-EEIENRON AREAS AND OUTLET STRUCTURES.REGRADE 1D Z NOTED. WITH A DIAMETER UP.TO AND INCLUDING 24 BACKFIWNG CONTOURS PER DESIGN.STABILIZE ALL SLOPES AS REOIRED. . CPP MUST FOLLOW MANUFACTURER'S.RECOMMENDATIONS AND AatuzE SPECIAL CARE.MUST BE EXERCISED(SEE ADS PRODUCT NOTE ALES - I I 6 '•° 15.REMOVE SILT FENCE UPON ESTABLISHMENT OF PERMANENT GYRORIDCOVER 5T ALL 8.1 ROOF DOWNSPOUTS SHALL BE TIED INTO ROOF DRAINS AS .. �. I SHOWN ON PLAN. ROOF GRAINS TO BE AT LEAST 6'CPP AT 1:00- "AREAS MORE HAY B MERE REMOVED. Oln.. - _ - i °. __ r I R SHAPE MINIMUM,.UNLESS OTHERWISE NOTED.. MINIMUM TYPICAL .. -. "- F I i i T r COVER SHALL BE 2 FEET. U.O.N. _ - EXCAVATION/FILL NOTES- 9. ALL RCP PIPE TO MEET CLASS N SPECIFICATIONS. E I rn I - t a:•IC:E 1 1 I' - 1. SIDE SLOPES OF TRENCH EXCAVATIONS DEEPER THAN 4 FEET SHOULD 10.ALL PIPE INSTALLATIONS SHALL FOLLOW PROJECT - .BE FLATTENED (AS REQUIRED BY SFTE CONDITIONS)TO AT LEAST 1HAV OR - - - C - I _ _ "'-'-� - D E MANUFACTURER RECOMMENDATIONS.- - SUPPORTED WITH TRENCH BOX OR SIMILAR DEVICE.ALL WORK SHALL BE (T _. _.... jFN/. FORM D IN ACCORDANCE WITH OSHA AND MOS14A - C.,, I I I SPECIFICATIONS AN PIP _ a _ .I i REQUIREMENTS-SAFELY AN 2.AFTER REMOVAL OF TOPSOIL AND INADEQUATE MATERIALS, GENERAL FILL _ OPERATION/MAINTENANCE PLAN -: SUBGRADE SHOULD BE PROOF-ROLLED WITH A LOADED tO-WHEEL- I TANDEM-A%LE DUMP TRUCK.-THE PROOF-ROWING SHOULD BE PERFORMED - S RATION AND MAN NAN 4N I BE PERFORMED BY THE GENERA I CHNI NEER. NO FILL SHOULD BE PLACEDCB/GH- - FND .. - - __ _ NG HELD I ` _,i AS D REC1fU BY A GEOTE CAL ENGIGNATION 2-4 ; coNTRAcrorR oURINc c-cTRUcnaN oPERAnoNc A:D By THE owNER I3NCF THE UNTIL THE SUBGRADE 5 APPROVED BY A GEOTECHMCALfJLCMEER. FAIL In s a coM FTFD AND PUT INTO a>ERAnorr. � BORROW MATERIALS FOR FILL OPERATIONS FOR GENERAL SIZE GRADI- GRANULAR AND BE SHOULD MEET HAPPROVTO IED BY A GEOTECHNICAL ENGINEER.ALL FILLS OR MORE a. "L;-�-;' .__ ___ ._ THHAT TTHE MAINTENANCE OF SIONNEL ASSOCIATED WTH LTATION CON C7ROLS TAKES TION OF (PRECEDENCE OVER S PROJECT SHALL BNORMALYED (CLASS ) ;- - CONSTRUCTION ACTINIIES.ADJACENT PROPERTIES AND STREETS SHALL BE PROTECTED SHOULD BE CONSTRUCTED IN 8'LOOSE LIFTS AND COMPACTED AS �' Tr--_. FROM EROSION OR SILTATION CONDITIONS FOLLOWS• UNLESS OTHERWISE NOTED IN PROJECT SPECIFICATIONS: I _ - . - FILLS SUPPORTING FOUNDATIONS AND.FLOOR SLABS.95Z OF ASTIA N - / ,I.r ON' [:_. , y.l - INSPECTION AND MAINTENANCE.AS OUTLINED HEREIN.SHALL BE PERFORMED FOUR TIMES 0-1557 (AASHTO T-1FI0) G ._- -. I. WITHIN THE FIRST YEAR OF OPERATION. THENCE INSPECTIONS AND MAINTENANCE SHALL - ROADWAY 5 9 ASTM D-1557 -.-� -. - ;•- " - - .- - ia; - __ I - ' ` +.i. _ BE CONDUCTED ON A SEMIANNUAL BASIS(2 TIMES A YR.AND AFTER ALL LARGE TOP 2 INCH / ..:a. _ rR I I y E L '.'1 J_ I' _ (AASHTO T-180 ES OF SUBGRADE, SR OF i4 L L:3riE to<, ,, E+ - 35.50 -�) *,1 r I.E. _w- a STORMS AN INSPECTION REPORT SHALL BE MAINTAIN ( ) . 'JY - RETAINING WALLS AND FILLS WITHIN ROADWAY.(BELOW TOP 12 INCHES), - - r 35.50 h ,' I 1 " •ACCUMULATED DEBRIS IN CATCH BASINS.WATER OUAUTY INLETS.OIL/WATER 92% OF ASTM D-1557 (P/SHTO T-180) - F�s SEPARATORS AND LEACHING BASINS SHALL BE REMOVED BEFORE IT EXCEEDS 2 FEET IN - FILLS IN GREEN SPACE, 858.OF ASTM D-1557 (AASHTO T-180) BUIL INGV UNT 07 ' ,�`'J Al �;^ .DEPTH AND DISPOSED OF PROPERLY, BROKEN OR DAMAGED GAS TRAPS/ HOODS � 35 -v j -FILLS FOR PIPE EMBEDMENT(BEDDING.HAUNCHING AND INITIAL �- ?. - " - L•�H..v 'S PJ_. S /TFF EL^37,50 SHALL BE IMMEJNAl11Y REPAIRED ON REPLACED TO ENSURE ADEQUATE FUNCTION. �7 cLiN rrACINc BASING I �•i'S O+IES '1 BACKFILL),95%OF-ASTM D-1557(AASHTO T-180) !ry - PRE-CAST N c - - ---• A-VISUAL INSPECTION SHALL BE MADE AT ALL ACCESS MANHOLES.CATCH BASINS. Q - 6tD15 i 6'SiORACE.11F1GR7 - - IT i'rolF L / J E Ly T •� - WATER WAUIY INLETS,OIL ING BASINS ATM SEPARATORS,LEACHING BASINS,PIPES AND - FF ETrazso 7"a ,`.: i' GENERAL CONSTRUCTION NOTES:` WTH I FT OF STONE BETWEEN EACH UNIT _ DRAINAGE CHANNELS FOR THE ENTIRE STORY DRAINAGE SYSTEM. THE GENERAL • _ .!; - AND 1 FT OF STONE AT OUTSIDE PERIMETER '• RD_ CONDITION OF THESE STRUCTURES SHOULD BE RENEWED AND ACCUMULATED DEBRIS 1. OFFSET DISTANCES NOTED ARE TO THE CENTER OF STRUCTLRE r y INVERT IN=28.80 -+ __ I _ I -..I= \ SHALL BE REMOVED. THE CONDITION OF ALL OUTLETS SHALL BE NOTED AND A : - Lr) TOP OF LB STRUCTME a 30.3(6'STOR HT:♦6-SLAB TOP-TIP.) - - - - - I " DESCRIPTION OF THE DRAINAGE STRUCTURES SHALL BE INCLUDED IN THE REPORT. 2. UNSUITABLE MATERIALS ENCOUNTERED ADJACENT TO SOIL _ BOTTOM OF PRE-CAST LBY=23.80 - 'I- % I DELETERIOUS.MATERIALS SHALL BE REMOVED FROM THESE STRUCTURES AND THE INFILTRATION LAYERS SHALL BE REMOVED FOR 5 FT AROUND 1FE .�_ BOTTOM OF STORE FL=23.30 I 35.0 '34,7U _ DRAINAGE CHANNELS IN ORDER FOR THE SYSTEM TO FUNCTION PROPERLY. INFILTRATION SYSTEMS AND REPLACED WITH SAND BORROW PER (]COVERS TO GRADE AS SI10WR FOR MAINTENANCE ACCESS) HIP -._ 35.11' I ( - j MHD M.1.04.0 TYPE 13 Imo. .SEE DETAIL/NO_,_,' - c 34.44 - 34.77 34.90 .. i', I P .2. I ALL OUTLETS,DRAINING CHANNELS AND SLOPES SHALL BE KEPT STABILIZED. ANY . Q .. /I i _- _ HP 2x J EROSION SHALL BE REPAIRED IMMEDIATELY. - - - - .. ACCUMULATED SEDIMENT SHALL.BE REMOVED.FROM THE BID-RETENTION AREAS BEFORE SNIDE 1DG710N M - H ._ IT EXCEEDS 4'IN DEPTH,OR AT LEAST ONCE EVERY 5 YEARS. - C'School.. ` _. 11 LF-12'CPP- s ) r_-- 37,77&53 Street THE FOLLOWING MINIMUM INFORMATI SHALL 8 RECORDED' ISM ROM W7 ,- _., �.. ' 324$. -- ------- ---- �•; •DATE of INSPECTION Hyannis, HP �. - 'GENERAL CONDITION OF. E ENTIRE SYSTEM FOR �,, • MAINTENANCE ACTIONS TAKEN TO ENSURE DECIMATE FUNCTION AND ~ .I WHEN PERFORMED. _ Alan Granby I L ,�'i'? - f-M- ,--�. Ow�L _ I I : A COPY OF THESE.INSPECTION'REPORTS SHALL BE FURNISHED TO THE-APPROPRIATE - .iT � - - . _�. _- � � I 3 -RB:� :.: 0 81FM 2'ChP � ;C�••t 2-CPP ..t �H . (g/,; s• (g/6 l - P.O.BmE 457 3 :_ OPEfING elli O5m1.OX - :]t.Ts II 1.OS 7LF-tY =Lin T y• �F„If, e.• -N�--.: - f'•7� I: SIORETENTION(-RAN GARDEN'), `E :' y :� 5 LF-12-CPP O S 1-0% =ILK _ I I' '! 11 F aI ' I n1 0 _ °w AGENCY UPON.REQUEST. DEITIES POI MA AREAS SEE DETAIL(1153 LFMY�rnP% Q O : - , S-1.0X CURD r ' AGEN Ha CB/1 _� ...e S^ITSx^� ®i OPENING B1EJY C%,, �OPENN :`� 1T35 RB MIS OPENING „ ; �_,. m.ls GIB 34.32 GRADING&DRAINAGE PLAN N- - a -az9 .t .,< - c O : 2.LY =aM. ,-.i 3275 OPENII7G• RB - .. j - Q SILT FENCE A7 PROPERTY N t' i C 75 P. .75 L''-f Lo LM"RAPHIC�CIARIFOR TYY ONLY) ' < - BAXTER NYE ENGINEERING&SURVEYING Q - (SEE DETAIL 0602 .. - p ..!! t BUI LNG '34.40 .mss N - .. ST1'ILE �2 - a '� /- BUI ING..a.. '• BUI I - ; _ - - - Registered Professional Engineers and Land Surveyors - 9 J, I 78 North Street,3rd Floor,Hyannis,Massachusetts 02601 <2 S r R/ESN S L LNG - / Y 'S S t / Phone-(508)771-7502 Fax-(508)771-7622 FFUEL=NIT� UNIT R N .fiZT•S�'T..yEp��-IDES) o:. x STYL $2 I 36.2$ FF Ern ,;: 1 .•.. N <2 Sr0 tES1 A 'I, O J ^�_._.1_.. 36.25. 25rc n UNIT=3µ6.50 1N°T{3.m .50 UNNi R - TF;Elm36. FF EL= UNNi .50. , 60 2V 34 34.0 2EL- .50 FF ELe3g zz' .ro 34.70 zo o' 20 40 a r CB/D FRO I - . -_Z.�.c:: - I i SCALE IN FEET 3460 J 3460 YARD ; i N r 4` ..,•I._ ; 34.60 1L. CA � DRAIN ...-._. : ti DATE: 1131107 r9 '. . ice.: 4-' ,.•r.ur -'=I` ,. t r I 1 - _.. CD 46 / 1 4_'•if T j` .. i .. -_ _ _. ® SO. REN9CNS PER MN RENEW CGDNDIIS ��� 0 i I - + .a ,..v. - vu.. _ I .. _ - _ NO- Br DATE REMARKS . p ED BROW NUMBER I - .. DRAWN MTY 1D IEl - a-2 / NNIS r aE. II 0: 2006 06-002 CML PLO 2006-002GD.dW .. _ r - 1 r f O ., - , 'r - 2006=002 ttAM Mgitt3 tM A!0 90LA,a6c 91AllOaltM•IEOI®OMAI.IIG MAtP6.YAOAan1HtR Ylf.]et '•• CB/DH i .DTA.gtr F �,,.,� oottttTnt FND tin rs rsttuwt tsommor ttaaWOD M.ttAXL s-r _ ® CB/DH,r - - HELD FND ti. tirnu m,muor tasuff rt ttta ,o-,: - smttspa HELD '' _ :X_g tiR ti am.,n.un os ss uc suc oaanors* ,>a�. a�.�. PRI ED _. .�: . . ti.v -.�,,.�aAtA•. ,atwtm,ac>.� a-a - sttttta� z -_•- _r..e: - ti,ats cwuutnMr•wanouur /tdTlOaAT ttut•E•run a-r.A '- to-,r O W O Z . ... '• OOOCt700000 .'-i . tiw tires A1M'1a,1r tnm ttas+a ttttw s-ooa - tn>atttut wr - - .. -,a.rt.�t�.,:;otA• .,.�..�.,�....� .-�. _ �a�a� � MOVE,AND CATS e emu�snues m.v.auam s m - ® w EXISTING LL a t>mt n.,rm. tA¢ar me.o au u u - s es o w �.. rab R..ap.ATAar.rtm nD•I rrq.Z - �.. o 6. PRIVACY FE m PERGOLA .a �ntttsots satoa vn. rstE.'.�--•.� .-s. -- osao - H - _ �,� - .. - tit:sum mnAea• rrmosr s su -_ - taT.Atry Z - ^ i� I' _ I I -es -awrac tt.t aAtt astr sr.off sAau :a mAw-$ Q O . ti. timan t - rtK ssatttvr tz-a• J F- p -_ :•... . -aC r5GYw4 BflRnr mNflittl ma4 tbN - NIONf wmN 014 a <' '"• ti� .�•�,�.� ,t�tr®aaam =u _ a. EXISTING TREE .r tiaA.aa• ..a..�..ff t: ,�.�,� �� m - 70 REMAIN . - -mn,¢>®eas.ro ono .s aaaema.m ffmxeo:.wss synucs As aa/aa ru �g - : ( J : BUILDING UNIT#7 . - ,aoffteatatA.A nAts,rsta ,. - - t. STYLE.'#l: FF EL=37.50':. �,IOfAtAI'N ware now,ort,tAtrE >� - � ootuettr� w Y^; - tiwtEs,rcAu s•tq t.pAaE ous,.ans) . s.oT UNIT#i!' FF EL 37.50 - . -omr avasta at�mt ww u siy eoT \.... a/ k i' .. - titttovEtff ItarB rut rus Ac Ls ttl[a[\, t.rtaf Sttt SnA1L �( tur ar _ ..u - - } s ,y �'9 f Z tua sttat.ff torena.nwa error.taco:arras - _ T ` - 1 Nfllrl5 S1MlL LWaEt A 1105!IQ19t!STYW1006 6 K.. . vnatoEOT1ER,RgNOHU•sa s[tn At A,E'AS' - = SUE91IV11Dn MAY,E YtaE WEFAla9rRAtgtOEte- :.. ' � t EXISTING TREES K ;� TO REMAIN (TYP.). . c COBBLESTONE Q r APRON I 0 POST LANTERN (TYP.) o .. : �> f IDCVbI .. p `4�be_L Vl Hyannis,MA 02601 t p .r' t. , i Alan Granby. a k17,\ s_ - < ! - f.r. P.O.BmI 457, R,� PO ON)771 EWID BRIC K PAVE SIDEWALK' Candace Plan , cf) 11 / __ ,.: t� a <` BAXTER NYE ENGINEERING&SURVEYING o BUILDING _ , STYLE#2 BUILDING v ReFmfessea0alFagiceusaud syr� I .. .,' .' -...:.., STYLE.# , Y//, ?:W \ 78 Noah Suem 3rd Flow,,Hyannis,M=sadwscus OM . 0 1 -, S LYI L D i 7502 o uNlr#b UNIT#5 W N ° FF EL_36.25 ING. ., LE#2 / FF EL=36:2 z UNIT#4. = .' _ `� ` Phaoe 508)77 Fax (SOS)77T 7622 ti. 5 EL-36. UNIT#3 UNIT2. _ l0 0 10 20 - 50 i FF EL=36.50. FF EL=36.50 U, scue w r�r J UNIT#1 FF EL=36.501._l0. / j Q a DATE 1131107 u o. r S, �' 16 L.F. : 6 PRI VACY FENCE a :`. � co -GAT EXISTING LANDSCAf'IN 6' PRIVACY FENCE (TYP-) TO.REMAIN M. er ale xoavacs f /co 0. 2006 06- rLo zoo6-002DU �TxKr.ro KmrwTE,m 9IB �,v n/L'ram ��� 'm�wLL 6 R _ _ .��E• _��w� — v o 0 0 Y�.:`, xro a o 0 0 ' �nic a eE,wn r"E`o°r c�'O6 K,Fsew,P sux ff s•,x r� ,m T .. a g3 �o.r a o 0 0 0 °�� s•P"-e a o o ab: rt�r o ff•�'r .<s msa®,m�iz-m,aoc) �'t°I:m�aw�i.0,r� � F. 7� P_• ,r O e 4 •a oe O O o p .4 a n,n[xx tan �z _a aeu,e ru u ep.. a o o �0 0 0 o w Via'°... p o 0 0 o so o •• i('.�K.i"® � � sa,.x ( .� "xo � � r�; � •�e•'•:•• �,_._ '.� ' Sp� a� x�oR amwrtr _ ww®ar(a a ,n�xa.D � L _ :6 60^a •:6: 6-e _ � 3� t>�m Mr4�i r�orrrx T 3 eons(r,m.0) a1P _ rio,m _ � - a O o 0 0 '➢o. p drop ��sys��ivxip�m c a kd7NA§ nde Wv.�ur rw g� w a .,rnul ers.wo ¢E - .•rx rw roe 4;ri•s (ntl J w•�e� a�W m sr rcac,a ox7 eR(.+a) .. av rrt - � oxar,T �o� ,.Y i _ ,.remw�>x s•�nrwt wo,.r_ .. W .,,� .,.��,o� .mr...0 - . . I rrtamoe ( _ _ o ,roj°"rma a Mm wanm M7 x,r,rFn rcN ma vmr.,m Ln p ., _ sxm.rE ,'�?' - aroa+E swE ff;i.•.°",aaro xr,..arK we •• - .. -. I F I ORAN MANHOLE mIRD �•--� rri o- 1R0.1TY TRENCH ors o- - ROOF DRAM rrs ) o- ) CATCH BASIN(cm WLIN eA3 TRAP � r� .. ors o- SIBSIltiFACE LEACHING BASH' us DETAIL, .DETAIL �.. c t�7 .. sore vrrr y ,:���E BE xxtlmRC rp tie% A77 2006-002 or saorr ' "" �T� etax Vora ruu w wrn[ ni�r�asr�nx¢ ?. ♦ xmr �� �3 SIOPE,•/TT + BCIr®erEcs6 - ' �CKr � 'tlEw&R liMr Itf - - aa4�� ,iob�n R• - 6 E91CDE'IE BOO[ gTOt PPL mx a r.rldi e•Pc rvr L r - q _ r nc sarwx • - - : .ttoC _ - . -. a ` ' :aaTww raw.mi. tyro rue xu 4 sc xaE. _ _ .rc .r r.c csras)men 2� sxwm xrEm _ RoeRx x run: - .. PL VIEW. - - . a - .. PLAN. . ELM - ,. iu,ms�.rt cRear+r.aarx¢m wrr - - sTrro., _ two - ,r toPKTm ,xo ar w,c - - - f CONCRETE ENCASEMENT AT UTILITY CROSSING ru - .. mo.tTm am.x ' _ M t4YOl Y rtnf(.'Or '. .>@:: oNaTAIL o p , _ SECTION VIEW � 7,9 R 'Street I F I Ba�TENTIDN FACILITY(RAN GARDEN') ors rc, '- SANITARY SEWER MANHOLE(SMH) a,s SEWER SERVICE QEAN-WT n CN BlED11G SEWER CONNECTION (F]' SEWER MANHOLE CHANNEL 3�1/8nnis, 1 RHi&_- pETA1L' - "_r ors � -:�.� DETAIL - � •�' � - DETAIL LOW pETA1L. ._ �� � - DETAIL - - - .. - .. - R7fP.ViFO NUR Alan Granby .. :. meµ. -Twex s mmRls Rues s'uuv.•rnEss•Pan vvxw ca,eoEa eauue. .. P.O.Box 457,HyanMS - pr - : - ,. r ws ro rxlr,c vK.E county ws (ro e[usm oar wen.' _ (5W)771.W70 v,wTx ta.rcoo, e®n,/f r c o r r mos a c s aacrto.rr+am+wuno.rnv ne smcn .alm s,w eoz a wsca 3 - .. ` 6 n,A' ,r r x',Y f a5' f a,Y N,.• ro IRIxrAY,Evwr,lon wIAmVAI-. .. ro vsnaGn EOwdNn. - _ _ . 9 m�,Y r ff »• POIf�11A _O fv®, ,t m/•• 1Y ; 4a dOKWAYS.PNnfxG PR�ER,Y SET FW91 - . tors u¢ tail Sheet 1 OF 2 aa� O e L a J� � war=T vK a M BAXTER NYE ENGINEERING&SURVEYING � —TA r v a u�wam iwK .arw�sroP�emc = I� � wEn RODi-raP`a a Registered essional Engineers and Lmd Surveyors - p B� slam,,_,- - _ - xo IoeoEx � 6N'a 78 North Suect,3rd Floor,Hyamm,Massachuwas 02601 CV Teeix a mamrs - - - R 3F4•srxowm enara a . / z a s re wso bT Phone-(508)771-75U Fax-(508)771-7622 ' O .. .. C.C.e• ,Y.,Y.C GIE vKVf'. RwIF)t SOMEE IIE r IewlflaK � ... .a.Var�u-W is•,r ' ,m soot xux - - - 9]I1eC PER.went OFPTuerrcxr 4Ya .e,m me mraaaemr �.urmmulmrn .roc cmi...�o.o tvm rr:v. � .• ewac wssnar Ewn,x . 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N.R p e O wvau RAa Y/,w rxr.rASRTm ililf " ' - ON � aAd 9°'z rdm r""in rov w°iic nmm .- - - twat vast rto Iwn. - 0 o a«RE YM Detail Sheet 2 OF 2 .a CD FILTER FABRIC t] ee�e° ERg`R mi ra' ._ - ° ° c .,NA an.t BARTER NYE ENGINEERMG&SURVEYING 0 0 a< o 0 6.m•° ��as P. v'o o O F YAmwc rArE r eEaw. rYw om mz rs 8 8Surveyors : Re Registered Professional Engineers and Land •o °`�° °•° m a e E,w,1 vU1 c-) 78 North Sheet,3rd Floor,Hyannis.Massachusetts(0601 Q BdfY./d/T AWAY NEW e o .o o.•° g. o e o 0 o xm:g D AD I Phone-(508).771-7502 Fax-(508)771-7622 3/4'to 1-1/2'etme ( ,)t> (• ( -. -' - 6, I e° anACE Enslac Pn.Mc ism - r`:?-G- G wumm.r A*Au'rPORns -i I I 1.{t y - _ laaxm r Rwx i ��I r - j e e o o Inlet grata •men m w - - yy�am_ O AT / Inlet Boa �'FILTER FABRIC w lAlmuwK ID _ ••. '• C,°,mE ol.i - - . (\) : Wire tbs Rm RMC O L v e' ,��ELiIOMG YA1EmAl SNAIL rA:uORna»M ran[fIDAR. sAw To ltc ILO190N5 A,OrM a T,E ORAWEMr - CO .sY« g r mwoE xme �rnc smEs EaR A odREnvn1 ff r �mw m M��r�.. DATE:1131107 _ - ilYFrl�•]M:y _ s.DUT PRewE�V°iTRAL > Pn615 SNIAL uAY1TAx A gFnm Of'2'-10'x grsOIAD ANO - O r 1.LiH grate ono vap etN rater fabric(Ywfi 140N or equal)to n' aTtssH - 5„AlL BE RA°tm'TO ACCPMODAIE ANY CNAMR,7:5 x CRAnE - N canpfcltly cover m openings Seawe.iN ebe ties os sboNn.Sel UIE OE FENCE TO➢A,m wl't'eSNALL w`STALLED 51RAIP,f grate bock in D1-.being sure net to tear d dis(°dge geot..U..' � .aoo _ .. - agl,OalE RLL IRaM OUCIi Af0 1R1L. All POS1S A,m FA°NC BOARDS DR BATS 91ALL C-9 ((� 2.Platt 3/4't°1-1/'2'alma 4'to 6'Nkk an grate to sea,re I �wr ff Rdodn OIRFG,LI xro,rtMr TRD,°, NSTALLm PARAYEI. 1811E ALL RAas�� - O Me fabric and povde°dditi—W ntrolid,,. ° Txwi roa,rox - _ ® SW REMSIONS PER TURN REVIEW CMANTS • ..Men'� SW PANEL YmlpeEle -x usn AT so ohms s. Au GAM„AImW.YI[sou K DOIIBIi W NOT rxvA,�n. N0. 13Y DATE REMARKS O 6 ma xlO) amro aE 'AAA=.DmimW Ar r/r DRuaNe nalam AT GRADE Ii.ET PROTECTION TRAFFIC SIGN POST Nri o- UTRITY DUCT�BANK �Nls � �o-�, � STOCKADE FENCE� - Yrs 0:2006 06-002 CML PLO 006-0020T.dwg. . ;ras m;n L 2006-002 ..