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HomeMy WebLinkAbout0339 CHURCH STREET - Health (2) GARCIA•GALUSKA•DESOUSA LETTER OF TRANSMITTAL Consulting En,2ineers Inc. 370 Faunce Corner Road,Dartmouth, MA 02747-1271 Date: March 10, 2008 Phone: (508) 998-5700 Fax: (508) 998-0883 Job #: 330 022 Email: infoA2-P--d.com Attention: Donna Miorandi, RS Re: COMM Fire Station #2 999 Main Street, Osterville,MA To: Town of Barnstable Public Health Division 200 Main Street Hyannis,MA 02601 We Are Sending You: x Attached x The following items via: Certified Mail 7006 0810 0002 0293 9001 Shop Drawings _Prints x Plans _Specifications _Copy of Letter _Change Order _Samples _Drawings COPIES DATE NUMBER DESCRIPTION 1 Application for Disposal System Construction Permit 1 3/12/08 Site Development Plans — C0.1, C0.2, C0.3, C1.0, C1.1, C1.2 & C1.3 Stamped and Signed) 1 3/12/08 Building Plumbing Plans — P0.1, P0.2, P1.0 & P1.1 (Stamped and Signed) These are transmitted as checked below: For Approval _Approved as submitted _Resubmit copies for approval For your use _Approved as noted _Submit copies for distribution As requested _Returned for corrections _Return corrected prints For review and comment _Forwarded For Bids Due , 20 _Prints Returned on Loan to Us REMARKS: COPY (S) TO: Natalie Eringros,JSRA SIGNED: Nathan Ketchel,jf APPLICATION FOR SITE PLAN REVIEW LOCATION Business Name: COMM Fire Station #2 Subdivision Plan Assessor's Map# 118 Parcel# 110 ANR Plan Property Address: 999 Main Street Site Plan Osterville OWNER OF PROPERTY APPLICANT Name: COMM Fire District Name: Same as owner Address: 1875 Falmouth Road Address: Centerville Telephone: 508-790-2375 Telephone Fax Fax ARCHITECT/DEVELOPER/CONTRACTOR/ENGINEER AGENT/ATTORNEY Name: J. Stewart Roberts Associates, Inc. Name: Address: 48 Grove Street Address: Sommerville, MA 02144 Telephone: 617-666-8585 Telephone Fax 617-666-8484 Fax STORAGE TANKS(HAZ MAT/FUEL OR WASTE OIL) ZONING DISTRICT CLASSIFICATION District RC Overlays) WP Existing >v/A Proposed_�/A Lot Area 62,315 Sq. Ft. 1 .43 Ac. Number Number Fire District COMM, Fire District #2 Size Size Setbacks (ft.) Above Ground Above Ground Front 55.5' Side 20' Rear 106.5' Underground Underground Contents Contents Number of Buildings Existing 1 Proposed 1 Demolition Raze existincr building UTILITIES TOTAL FLOOR AREA BY USE Sewer- ❑Public fflPrivate Size gal Existing (sq.ft.) Proposed(sq.ft.) Water- ❑X Public ❑ Private Basement Electric - ❑ Aerial ❑X Underground Residential Gas - ❑X Natural ❑ Propane Restaurant Grease Trap - ❑ Size N/A gal Retail Sewage Daily Flow * 375 gpd Office Medical Office PARKING SPACES CURB CUTS Commercial (specify) Required Existing 2 Wholesale (specify) Provided 24 Proposed 2 Institutional (specify) On-Site 24 To Close Industrial (specify) Off-Site N/A Totals All Other Uses On Site Handicapped 1 Gross Floor Area *GP or WP areas restrict wastewater discharge to 330 gallons per acre per day into on-site system. Q:SiteP1an:SPRPG3—02/20/2002 Old King's Highway Regional Historic District File# Approved? ❑ Yes ❑X No Hyannis Main Street Waterfront Historic District File# Approved? ❑ Yes ®No Listed in National and/or State Register of Historic Places? ❑ Yes ❑X No Previous Site Plan Review File# Approved? ❑ Yes 0 No Previous Zoning Board of Appeals File# Approved? ❑ Yes ®No Is the site located in a Flood Area(Section 3-5.1) 0 Yes ®No In Area of Critical Environmental Concern? Yes No • Is the Project within 100' of Wetland Resource Area? ❑ Yes No Site sketch—informal presentation ❑ Yes ®No Site Plan prepared,wet stamped and signed by a Registered PE and/or PLS. ® Yes ❑No Parking and Traffic Circulation Plan ® Yes ❑No Landscape Plan and Lighting Plan 0 Yes ❑No Drainage Plan with calculations and Utility Plan ® Yes ❑No Building Plans, (all floor plans, elevations and cross sections) ®Yes ❑No Note that all signage must be approved by Code Enforcement Officer at the Building Department Lot area in sq. ft. 62,315 sq. ft Total Building(s) footprint 8,400 sq. ft. Maximum Lot Coverage as % of Lot 43.5 % GROUND WATER PROTECTION OVERLAY DISTRICT REQUIREMENTS: DISTRICT: WP Lot Coverage (%) Required Proposed 43.5% Site Clearing (%) Required Proposed 9% PRINCIPAL BUILDING ACCESSORY BUILDINGS) ❑ Yes ®No Number of floors 2 Height: _37.5 ___ ft. Number of floors Height: ft. FLOOR AREA: FLOOR AREA: Basement sq. ft. Second 8,015 sq. ft. Basement sq. ft. Second sq. ft. First 3,500 _sq. ft. Attic sq. ft. First sq. ft. Attic sq. ft Other(Specify) N/A sq. ft. Please provide a brief narrative description of your proposed project: Project includes demolition of existing fire station Qnstruction of new fire station with related narking facilities, utilities, sewage disposal system and storm water recharge system I assert that I have completed(or caused to be completed)this page and the Site Plan Review Application and that,to the best of my knowledge, the information submitted here is true. Signature of Applicant Date PRINTED NAME OF APPLICANT Q:SitePIan:SPRPG4 02/20/2002 Commonwealth of Massachusetts City/Town of Barnstable W Percolation Test Form 12 G'M Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form they use. Important:When filling out A. Site Information forms on the computer, use Centerville-Osterville-Marston Mills Fire District only the tab key Owner Name to move your 999 Main Street cursor-do not use the return Street Address or Lot# key. Osterville MA City/Town 02655 State� Christopher M. Garcia P.E. (engineer) 508-998-5700 Zip Code Contact Person(if different from Owner) Telephone Number B. Test Results 12/5/07 10:15 12/5/07 10:30 Date Time Date Time Observation Hole# TP#1 TP#3 Depth of Perc 64" 66" Start Pre-Soak 10.15 10:30 End Pre-Soak did not hold soak did not hold soak Time at 12" Time at 9" Time at 6" Time (9"-6") Rate (Min./Inch) <2 min./in. <2 min./in. Test Passed: ® Test Passed: Test Failed: ❑ Test Failed: ElChristo her M. Garcia, P.E., Garcia, Galuska, DeSousa, Inc. Test Performed By: Donna Moirandi, Health Inspector Witnessed By: Comments: t5forml2.doc•06/03 Perc Test•Page 1 of 1 0C � No--------------------- Fee---- - ------- i BOARD OF HEALTH � � `� 0 4OW N OF BARNSTABLE [icationArVe1C C g uc �� on tr t ion Permit eA pplication is hereby made for a permit to Construct (V, Alter � � ( ), or Repair ( an individual Well at: Location — AddreAs — Assessors Map and Parcel — — — -- �- tc A& RUC_ilV f2M MA 6DLC—13- --�FhDA--------------------- ---------- Owner ddress f ——� — -j- —— t�_ _(�__ _N__C_---3�---Rr 2$ n,_ D ST 1�i�2Mc TH- -1�1 -� ,�. taller — Driller Type of Suildin Dwelling- - � )Q ---------------------------------- L� Other - Type of Building---_----------_------------------ No. of Persons---___! _-_ 4 Type of Well--------- -- -�-- — --- Capacity----------------------------- - --- - - ------ - ------------------------------- Purpose of Well - Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate .of Compliance has been issued by the Board of Health. Signed - - _ - ------------------ ------� ---date ------ . a Application Approved By--______ -- _ �` ^-0 - --------------date Application Disapproved for the following reasons:-------_------------------ --------------- ----------------------------------------------- -------------------------------------------------------------------------------------------------- Permit No. date ---/ �--------� ------------------------- Issued-----------Y date date BOARD OF HEALTH TOWN OF BARNSTABLE X) (Certificate ®f Compriance THIS-_ CE Y, That the Individual Well Constructed ( Altered ( ), or Repaired ( ) - - ' by �J�. �1 ; -------------------------------------------------XO Installer —— at ----- _Y_ y -- ---- ------ lias been installed in accordance with t e provisions of the Town of Barnstable Boa d of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. 7 -UA (t - -Dated --THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE------------------------------- --------------------------------------- ----- Inspector----_----__ ----------------------------------------------------------------- No.-"=-------------- a r n y Fee--- --- ----------- (� f BOARD OF HEALTH '•--�� � �, ooTOWN OF BARNSTABLE 1� Application-*rVell CongtructionPermit c Application is hereby made for a permit to CnnofInstruct (kS, Alter ( ), or Repair ( fan individual Well at: Looc�a{tion — Add a Assessors Map and Parcel Owner —----— —, _YI C;1T �C_i iz\V—(--F_Y V ,`�Arz M�N1A Oo1(o"13 Address F�.� .,,taller — Driller Type of Suildtng �% j'I'/?� Of F t e-� �4- 13 O ` Uaalr �' � �• Dwelling �'�'�i U) ___ Other - Type of Building----------------------------------- No. of Persons-----4--------------------�______----- Type of Well- -- - Capacity------------------------------ ------ ----------------------- ------------------------------ Purpose of ----------------------- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate .of Compliance has been issued by the Board of Health. /O/L�Signed /I1-- e- date d Application Approved By--- __r —_— `ay„ .. - date Application Disapproved for the following reasons:-----—------------------ —------------------------------ ---------------------------------------------------------------------------------------- -------------------—----------------------------- ? .. date Permit No. --- ---— - -- — ---------------------- Issued------------------------------- - -------------- date ------------------——- 7 ----------------------------------•------------------------------------------ BOARD OF HEALTH ,� x�► j' TOWN OF BARNSTABLE <1v ' �v (Certificate Of Compliance THIS IS TQ CE&TIFY, yThat the Individual Well Construct d 04, Altered ( ), or Repaired ( ) by1----------------------------------------------- In to ler — at .1�-�- --------------------------------------------------------------------------------------has been been installed in accordance with the provisions of the Town of Barnstable B�3001 -0�of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. Dated----------�� -_` ��___ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE------------------------------------------------------------ - -- Inspector-------------------------------------------- -------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE VeCC Con5truct ion Permit Fee-- -------- Permission is hereby granted-- -- ----- --------------------------------------------------------- ------------------ to Construct ( ), Alter ( ), or Repair ( ) an:Individual Well at: No. -------------------------------------- - - -- -- ` -- ` ---------------------------------- Street as shown on the application for a Well Construction Permit No.------------------------------------ ------------------------------------------- Dated — i - ------------- -----------r--—-------- - ------------ DATE----------------------- - Board of Health No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZI pplication for Migogal *pgtem (fongtruction Permit Application for a Permit to Construct(X) Repair( ) Upgrade( ) Abandon( ) n Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. (508) 790-2375 999 Main SbI_ee t (08bervi]1e) 037avlUe Q3tarrille4brs-r„ M;11s Elm Distri Assessor's Map/Parcel 118/110 1875 FWMalt i Ib., Qrbetvi , 1A Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. (508) 998-5-M 37 � Garda,M. Gaa, P.E. Garda, QOIEka & , Inc. Type of Building: 02747 Dwelling No.of Bedrooms 3 Lot Size _62,315 sq. ft. Garbage Grinder ( ) Other Type of Building FiM Statim No.of Persons — Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 375 gpd Design flow provided 462 gpd Plan Date Damnbw 14, 2007 Number of sheets 7 Revision Date Title C0.1-0.3 Sine UH-li Det3i.1S & NobE?s C1.0 Site DMD ply, C, 1 Site L +>f Plaon Size of Septic I an ype of S.A.S. Description of Soil TP#1 W-Z' (0), 2"-7" (A), 7"_36" (B), 36"_12311 (C) Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date Application Approved by Date Application Disapproved by: Date for the following reasons ——— Permit No. Date Issued — THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired Upgraded Abandoned( )by P ( ) ( ) at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer #bedrooms Approved design flow The issuance of this permit shall not be construed as a guarantee that the system will function as designed. gpd Date Inspector ----- ----------- --------------------------- THE COMMONWEALTH OF MASSACHUSETTS Fee PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS X'ig"ogal *pgtem Construction Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) System located at and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit. Date Approved by No. PUBLIC HEqLTH THE trjMM DI\jj%jrA ,ONWEA�T Applicatio 21ppli t TO N �F n for `. M � f�r �tg' o N �F BARN L a Permit to 4'84ch(1 oca/tilooll Address Construct o( P �a1 }� S)I eSE Asseslk l S' L�No Rep.. 1 Upgrade -'$Pv,}y� �`► P�Parcel 118/1G ��e) ( ) Aband•°n!( °�s'rrjjCri Instal l er's Name Addr ess and Te No owner's Complete ! Na,ne S Type o f guild ng. 787S Address and Tel.No. DW,11in Other g No.Of Be Des'gner s Name r Dent Other Fixtures Type Of 8U a n s 3 3j���ddress Ind Tel.Igo gn Floty g � c a, p E G (mj�t n.required)'plan Date LOt Size Title (�� 7 3�S � 31S 4 NO. °f Pers Des Size of septic1�•3 - N g d ons� sq. ft. Garl ription of SOil ank 1 ►► r umber°f shee s ,'Destgn flog,provi Show O 2►► (� I & \ ded 4 Na tar ) p (A ► j� Cj Revision e° (0 f Repairs Or Alter ) ► $) Y 1p3eGo f`S fj S � p ate1 i t ons(Answer khe 1z3►► (C .1 �Zt ate last inspect n applicable ) rreemeat: ed: The under 5�ance tivith r Signed agrees o ance he C has he pro afire to ensure t f Title ttion Signed by this Boa d ffhe En iron n and mainte ton D. roved by Health. mental Code and no°f the afore d es poking�prOved by: to ace the s cri ed On 'site s pit as°ns m to Operation netidi l aC�al cyst No. \ D rtificat, —-, ate Date D E ate C OM gARNS7, PA1 O� Date Issued � LE � MASS )O cERTIFy that the On-site `, heat, ° ASSAcau, 7,7, s� , to Sewage D (CO14. ETTS ,\ ,f\ ispOsal S,, . Photo No. Fee �� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIppYication for ;Dizpoal *p!5tPm ( Con5tructton Permit Application for a Permit to Construct(X) Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. (5M) 790-2375 999 Main Stt-et 05ber ill2) Ctf�lle_ Mills FStm District Assessor's Map/Parcel 118/110 1875 FWnuith PcL, artErV e, M Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. (508) 998-5700 aM istophcr M. Chia, P.E. Chia, Caluska & DBEWRI, Inc. 370 FAO m Qmrar Ptad > MA 02747 Type of Building: Dwelling No.of Bedrooms 3 Lot Size _62,315 sq. ft. Garbage Grinder ( ) Other Type of Building FiM StatiM No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 375 gpd Design flow provided 462 gpd Plan Date IBoarbEr 14, 2007 Number of sheets 7 Revision Date March 12, 2008 Title CID.1-0.3 Site i7f i l i15UW, Flails & Noes C1.0 Site Dem. Plmol C1.1 Site Plan Size of Se tic ank l p r ype of S.A.S. CXMd y TaaChirrr� Description of Soil `IP#1 0"-2" (0), 2"-7" (A), 7"-36" (B), 36"-123" (C) r Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( ) Abandoned( )by at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector --------------------------------------------- No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS Bi5po5al *p5tem Con5truction Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) System located at and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit. Date Approved by GARCIA•GALUSKA•DESOUSA LETTER OF TRANSMITTAL Consulting Engineers Inc. 370 Faunce Corner Road, Dartmouth, MA 02747-1271 Date: December 18,2007 Phone: (508) 998-5700 Fax: (508) 998-0883 Job #: 330 022 Email: info(&g-g-d.com Attention: Donna Miorandi, RS Re: COMM Fire Station#2 999 Main Street, Osterville, MA To: Town of Barnstable Public Health Division 200 Main Street Hyannis, MA 02601 We Are Sending You: x Attached x The following items via: Certified Mail 7006 0810 0002 0293 8967 _Shop Drawings _Prints x Plans _Specifications _Copy of Letter _Change Order _Samples _Drawings COPIES DATE NUMBER DESCRIPTION 1 Application for Disposal System Construction Permit 1 MA DEP Form 11 — Soil Suitability Assessment for On-Site Sewage Disposal 1 MA DEP Form 12 — Percolation Test 1 12/14/07 Site Development Plans — C0.1, C0.2, C0.3, C1.0, C1.1, C1.2 & C1.3 1 1 12/14/07 Building Plumbing Plans — P0.1, P0.2, P1.0 & P1.1 These are transmitted as checked below: For Approval _Approved as submitted _Resubmit copies for approval _For your use _Approved as noted _Submit copies for distribution _As requested _Returned for corrections _Return corrected prints x For review and comment Forwarded For Bids Due ,20 _Prints Returned on Loan to Us REMARKS: Attached please find the site development plans for the COMM Fire Station#2 for your review and comment. Please contact our office at your earliest convenience with any questions or comments. Thank you for your continued cooperation regarding this project. COPY (S) TO: Natalie Eringros, JSRA SIGNED: Christopher M. Garcia, P.E. SITE LEGEND GENERAL NOTES STORMWATER SYSTEM MAINTENANCE NOTES: YAsnc ADNT Y- M. ,. 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MA n DMHf1 SLUICE GATE DETAIL I a'a n� A.'- 02144 - 2500 m3 LT.S r1 SITE ENTRANCE MAT DETAIL FNBI dAS m3 M.iS IANOY]/Ep PASA e'aa iAIX e'-r' SYYL MFAS ARK POSL AIO INS MT FOI(X MIIL YAdNE NT 6 aMYMB aFAXNlT-]a MBE �PAMNE M MSIALLAMM OF A',IV.!' IdN1 00.R.S« BAOOYL NI,91 aiAtE PYMX' STEFl Td k BOR.AALS Irom STMaS MC PANNE 1 sw :/IrMEN rx - _ —r aAIEL BASE ro Lm•no eElal 1]• YAid EMSIINE �`;:�ti��{.;- mM1cE SIIEB RN¢ II IE �,;^.,. s/r,urd Am 9MVITm m vaEi RiFSI FANBC Mallp 116Aa1� -.' QFM YNN Mx alAVl, ti::r i`.:,'�` BAa6YiNC iREN�01«-E-E III `RS9 r.PER r B) SIMa Iq aAr,a]IPACIFD N SAN]Ir Art PAYX6 8AIX M II III Y' (S PEA BME7 r LN1S m ass WI �Y.-�•fir!•." 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Fire Rescue BIAIX VMn-mAtm SIEIl P,F e'-r BlAat Wn-Oa1To SiEFl In Ir at Naz IF W.AM6SL A k vEla.«M9FE 6 rt3I¢k ME Mm oIEA FIBlIc EAE Pmr,—,F ok.aA« ro a Aaxaa3 Rpl arlmE sT Station#2 138M«/A-SN-](31•,)aL aMlm SIFFFL NPE B/fR RAS YF91 F—$MML MASE SFLVA� GIPS TYPIEM.YT ba].+AYC art F1'FM PAAIE!EOkR!ET M IBEIpYFD id k Bartel NM!ET SaE. cMIO:BIIa NNn-EOAIEB s,m �1 DETAIL OF HAYBALE & SILT BARRIER ""`SITE UTILITY ANBC,r oAY(SU so[ro soE iNNIE•BSAIE M N u®FD N/Bf N110 b1Nf, m3 Ni.i 1UL®6 YaRM rBAal Pwvrcr aATB DETAILS Fx.aIOE CaNm 9ASeIIM.k RJLL P1615 1• r YM. ,Y YR r Siy 5. 2nS a6 M 1'NT.fENa r e P'-lC'� rPGSTaN NL Ma.IIO� a I�IDBFAO;BIIat MM-Lal1Ea SIIEEFl IP16 0..1GA a w-,r rFIEVMi Amaao PBEGST IEIIIT YIII VMT�BILI-FEX)LO. E I I.er as YD AMl IN r Ni.IE/lft 4T«17 a 1FR fANiE ST/RID ro 6 3/r-I-I/IF �yµ9y�MA FFNg16- r Okl lea( GIISIED SIOIE SEE RM l/I'm I-I/YB 9ND r" ]/I'Y]/lr Ab011 BM AT / d �E •.ISFbu.a I—Bymm SEl 5 VALME dxlaA (SEE OWS FM 9X) ONSIEa SfENE FABNE MEAI6 L YM.YE YNiM INI RIaE !'d fEIEIE FMMC AAa1O FLASH aIAOE YAIF]IAl YMES m lME 6 NA «o uY PmNe na.:r sE YArmM.nM rtAvn o. 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SEPTIC TRENCH DETAIL (M NOT Nan SOM m, 1.NPAOrme ONNSwwEAN6NaAPE SOILS LOG d aanEA 1 tool!N11®er SEPTIC SYSTEM GENERAL NOTES: 1D]Md F.Aree u YAMIaE oa.0 z rmA«a a rE eAwsTAdE!aN rwAc xo mta gr«rut®a L rIK YxAE a9aS.E smEsl saw 91Au E mlSlglCiEn N 1gIrM aEARr IA,lxY;i nE ew LOREE A60aOgIQ wM IRIF V!LmK e A a IEALM qN]/{'rIFIX A. b1AM.ra.rd I11 11DE" -NBA$ EaA.ArYNi wY YmY1C lql ro THS oEsd sNALL E N9NOKD u1F�A00fMG V Mo dfM �S P� -sr W IT i11191 MADE N PAKn MEAS N wlerE w l+C paEFA ANo TIE IaGIL AONm 6 ICALM YAwaE RANI AaA - 9aV4 PA A Pqd la PFIfagAN2 �'IIFA 1 Pqm To SCAT-6 f06MILTg1,IA,IFE 9'Fa1Cw1Y Eta m IT IIE rVYd LRME fYY91 auLC flBl d1aEAKHffECTS loll AMT.M SrSReI-TA —L 1EET 1—AE LOX A—T •(�—___- fW A NE-1915w1O1g1 CIRlN6 Al—TO ESTAeLBI rE PRJaD1IlE5 L _. AM"Pao t,j;` •}: r(N)PEGUT mAE qec ��-----�� f .-(ra.) Tn xed K SYSIF]I NSTAiIFA 91A11 AssIE MAi nE OSRTNICTd TM W.avSG sEF TAT d 9tEr mm 1>JYRAm•/KL?TK IEalwx 6 T11L 1.M w N nu EGS "" - ir.ICE O aw" `n i InuTMN 48 GROVE STREET SOMERVILLE. MA 1 MY YmRUTId m TE oN slwl E APPRONFa N was er TK G.PEn"� 'yGF`"PE b1P.l W.wi(IrP.I 0 Z 1 4 4 - Z 5 0 0 ANOII1FIf A10 ac laFx eoxD s 1EKnl Pqd m NnaYYr¢ 6 N IE mMIE 6 NSTAIJJC K IFMe11C FADItt,IdOK MY MNNFo NV.«-1,.,] FOM)A101C YTIITr SmuCTNES M EMm 11UU wN)I NIEISDE NM 11C IE.v2sa FAOAiv. Au sN,l sTwM,ulz slgl E mWEIF1r EEIOKo A. WALL E ERA®9N RLL IFE1N6 TILE Y OellMA 9JB911CAQ REIIXIMI y IIaC Pao sE mNs 1(AnU Pec 1 No ICAVI EYAFIp 9eY1 E NN oKA TC mPOAMrz ORr IOS PFC �1� � NQ ITC PEPNY9 i1 a9'C6K SYSIFY SFE OYO'S TOP id Sm ♦91 Lf103 AIE NbGTK d mIUM9 FMfQ«R]® AT TE TYE!Ifl<aild E—MI S UBaLA.E YA19eAL N M O—AL AEA 91ALL LONGITUDINAL SECTION E onaD!WA w,N 11011AL TO TIC I ]Q PICAL INFILTRATION BED ACCESS RISER DETAIL wa PAm SNOW MF11L MAIA1w1."YA70M.1 E m�J K.S APPApKa ATC LKA WAm 61CKM x0 riAl1 FIBI 6rYOE YF uNOSF/FF OSfiS r1Bl aL10E SFE LAAaS.V4 0J0'S YEET 11,1E V aehAA yy l SIOE SHALL E OF�SIM igNLE MMD, )W t=f xa ILAK aH T11M a2A MAT-AL qAA NAN/Ao EK wE,l N RA6!iF3,F0 N ACmOMNE x1N AASNi.a/r-11!r-2r. 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TEST PAOQAl11E 91KL C09Sr 6 TE Fa1OxNG 1'PIC Ald E Mf em 6 Y.) a.OdT1ACTd SINL P INLET ANO a1nfT w dAAOM LI T.Cd1,lAC1O1—FJL dAAM N N lVATEA TO ME UmDMl0E OF TIE xia 1!S] ^^+•AL (,11 I q�aroETK E Osterville T 9_AN TANM 9U IEYNN F Fd A PEATOO aF w HORL afNAT IAYEJID A/TE JaD,AMI' c SAT LEKL SNN1 E YEA9NED AT T EM W TIC ae- P 00. / I Ir 17 dYN \ SA1EA LEKL rz MYUYIED TO E YANTAIED.114OUT.1 OAOP. NOC FdTDA -�/ rx Nr. l�lalStOnS M1llS A.ME OMQK ENmYEA AM YOAAo 6 HEALTH A T VALL YAMS M'-ulaM Fire Rescue RIEAIINATM FOR TIE NM aF ANY"TIpi AENEJMAL waec I T PAIF wlFplalr / dmr Station#2 , r PK IeFi 1[E !oa GAL 0.A®6 a41w6 RA®N rX11FA d� J (»r SITE ET DETAILS 1a PK st Nv N It.aa M.SIMMgi QAYP Nr mr 11w ./rr/sr Mm!a.Yr iMlal ,'-i• S_,• ,•_,• (n rr IIaEs— _ SEPTIC SYSTEM BASIS OF DESIGN ..ss g.� +wA�A SETC Tq1( T ,s F.w.ym anen arxu �uE YYNI r1E STATd 11-A LONX n IaivoGw-1 Jd J B OOIS AT 110 d0/gEDRad-130 CYo a 0.MIW>m FWSK - OrrTM SPACE SNN S.F..,S aa/lOOO SF..a OPO A. ONLY OM RDx-375 OPo 1'4 iS0 1'dPMIYFM 9:P706 fAMt AITi n NIXM S1alAQ CMAOtt OATH-,a0 Um Ia00 YT di N`Q d IY UB 1.500 GAL 9PM TANK tNm OF�SIa[1�ACIFD 1010 (1SYSTEM PROFILE ,sxN«OM� PER.M1E A'1 YAE/w T012 JdE.I'.10• aAa 1 9z-IanelC wE-a,{w/u, vort.srN..r-t' r r-0' ram' r-r r LEAOJNG TMdd cdmouNAT - Jr(L).12*W.r(ro) 90TT.AREA-M. .Ir-AM U. LOP d raMo.-nJo eq w tAw.tiN w N D-e05-1TAS OKIULL 1111GIM.II'-r {32 SF.•0.,a-]M rPo elY D SdKr..SY .OUT TAW.21.N wan D-Sal-le.w NOT[wIM.t• SaE CO3 AEA-r.(ix]r,121-1-2 SF. RA d AT IGYTD.-2e.,S eq N Sw.tI.N qT.T z.n 1.2 v..a,._I.,as - 1E10'"' Q)Z VATER QUALITY INLET DETAIL CAPAalY OF IAETId.42 o >J,S oPo IN M 5>M.11.w eaDl.N)E mJ x i 1 ro c IEIID,E➢. Ao wD � !.D.En MAO IIRWYtlIs rQ, E ]ST\' a macs aIIBND mul Q 1 ro NsID M016 1 nTN11Eft9 I� Na .r x Station Road -- -- APMffWATE IncAYaL Fjre 6 Q!'MlEll YM I\ 1 _ f c1�YI F� 1 YP MRIT 9 /e,lMT 6 L�ytAAr s acMYt � �„ �\4.'.:. =-1:_;..:����:.;'.:.:�•.'•' r I/ .IIDTE F .:::.'_:��:_:. 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I 1 1 \I 11 I Y va - ^''','-..: �YM^�olira � ... .. .. .�I 'TyTy YI 1 us.l .v�" l I 1 � I 1 I I I II II I\ �__. _.. �;-'.'� '.''sa+•':._::,:: -) -�_- ROBERTS a?r rr I V6�NINt i If EANI i i CATIYI Y n4E [Y�\r 1 T�rtE�YAC Pxx1rt ItiW d F •' 1 / 91EIUIa I10i�1OI""E'Q� r _ �. F.. J, A91101E l6AMN rr APCHffECTS l i 1 ! I / / 1 ��- 1 + ` ' `�10101�%'"' DEMOLITION NOTES llvr l / 1 ! 1 / / / / �' I... ..,. �*�" r'S PMDIEDTQ Y/ JII i i : ,' : ; s+e' PPO FLT Q sYm uanc EYD E.usa ff '� aEanc As s DMY auNw E. 48 GROVE STREET S O M E R V I L L E. MA EsrANAN6 3k i rtL I� rsmllna IUT rs ! 0 2 1 4 4 - 2 5 0 0 / 1 1 1 �' !!o Q 4101 I,Avx (IETPF ro DEND LADIES) EYTN,WS YAT 11' �' I I 1 t \ / ' 4 •� BA06Y1 OGYAMD YEA N!o A91VLr OPYNC !M SDIS I.M.a 1fS41 DI904D a AT AT w-SIZE "L` lOGitlli NIOFIFUP PAVPc YATW.L 1E11PMM1Y IaA I !M. YDI S LB'�➢6 a C\x1Elm DN 9R YXIES fU Q 4tfl!. • \® Y' \ ' '/?' �' '/ m M PYE rt PRNE]IL [A.E➢1!D9NL NlS I.tlQM1OR 1 � PMOTELT Q Y USIETI 1 N AIF18 JMIIYNS AIFA NI mM1cIE�EY!(�S�PMIC YdIlOY1G 11131 m61NM:110N F➢IQMEE. 5T IIO mRpffID EIM Df 1. AIiFAs roro U04.Y4➢.Ma iLL QQ TrE Otc mAH ro sac w ro nE 960VOE IEW. mnAa o,r„i`ni^a'aa a Au EmINc INS mNx YYw:t YAr a ,rsEn rm nL N xaEa mEnlm wM aonver evYIDE. SITE DEMOLITION&PREPARATION PLAN \ Y DEMO LEGEND Raoc.asPoss wo IYlMOYE!nsPag -�� AI1WD(YI ExlsrD.Drurr w,N,TrE RxYO,E!DtsFT>SE 6 EMISI•G.111UfY GRAPHIC SCALE Evrur) Centerville Osterville Marstons Mills Fire Rescue Station#2 SITE DEMOLITION &PREPARATION PLAN �No, C1 '0 1 SITE STATISTICS I. Imes rs Y.v ne tm no x xalrc .'v(la>t rslmlrnvl)aYxAr vslucr�Mw�1C OmunK rrslwcf) YK Im AIF.A-wen ae. S 9R:NiA ein!af. \ A KQlem fYO1TAGF -# \ S YAIMY lDi CPEIIAQ -SR l YAIIYIeI IFiJIi 6 BlY➢116!.]II' m.iR lTATOI l 91E lOillF➢el iFlIA Rm)mfc'C fLYMR PMQ/9mll ml/0 Cap 9T�I 1 m m awAlm tT] .. �\.. M15 OIR OJi mi YFA S lDi EV1f111H ARFA ■lOi fDTFAAQ e (�)4'M'COIL PI➢s fnl - piiE SDfeVllf \IV YEtaT 1] BI{yN6(ipp1—m I.-al. IA]f e.411 a1. 1— lyl fOl NQM91f!m BE WM3 wx! 1I,�af. le.� V,IU aC noe C000.�M EOJP.SIPHIEA \ miK 11,M al. 9..E x],IN at .SR Yti ��— —r— wAYx T+ 7 .� - ,wa a s�lnc 2Ta,Iae mam ®can n T! AM fie 1 ti --- RA�aL \ YM.f1E/A SEIBAIX - 10' I06.!' wk '• �f91t�A„ 7 %,_ �. „ � ! TmK PIYIYOII .T.TmK SPAOS qNsa R Is \ Mn - e-s /37 FIRE STATION ROAD a T en Kfmi smlu "fi - - ---- g YfA Ile n m`II,a II: '"ate 'IA5 GA�GIA.GALUSDESOUSA mR R w 7 vs Hh M.All e(AgCR SR1V1( 1 /-- -m SS111LTRK DRS PARCEL 110 !f �. y�wouo 10oAro OIT WI !eI uu 1 i PAY]EIIT W I -I• rua m IK I i \ e „ /.ael�slm Pb nr - \ 46 GROVE STREET SOMERVILLE. MA 02 1 4 4 - 2 500 #981 MAIN STREET n/,IdWAIe)CH1ANut.,R A.117 e M SITE LAYOUT PLAN \ GRAPHIC SCALE (9 IR*) Centerville Osterville Marstons Mills Fire Rescue Station#2 SITE LAYOUT PLAN 11 o­ •A,o No C1 . 1 d 6A5 411Y(£■ YC■6•(W faE snT ` IncE cF.s mviwr ea car aasl•cF rK wFlx�cla ro `�'E>ucT t°`a ■E■r oua Mlfll 4FY� us anY¢n 1 DOWNSPOUTS BY aor azE aSMCf x5)\I IEWY Cfm ro FEID 'S... EZ /MOB NV.ar , Y a■rrzax me Faws'm�L=— 1 -+'� srxucnwE/ nn nry •F: TIbINIi 1D^ C`- fUR TUNE USE- -- r — M R n Pm xa IPPROa1�MIFA YIM P■01UEU Br Ti _■yIEA Y131 Y�-� (. IP T 11 OS nq n.a -•- y BT os P ma an cr z 4 miry ,l [5 M xm za.az -�= I cs p n.m 24.24 FfR FUI111F aaGa 1 _ 1 la n.m am z aesmrna srsm a' 0°p xS, � . A ars p xT■ xa ill�ns(■1 - - 4 [K P xa nm • � �.. a_'p �6 '� as no n.m nv Iryp (a Y 9LV'-M PIC ea osmam•IL vl nnxa wsaTul - r aozl----•nn 1' r • zr an8■out CATCH BASINS RE4AK IIEA Na - ` N savnc a ` srwcNa. ¢ter. a a' >� • L-n _ sr r aw 1 -a f ®n I'm IEu /{:� 1 TE� [■R Mn G®aRC�A{iALUSKhDE50USA t mto Im vI / 11 1 DRAINAGE MANHOLES IY RI I-xa.a - ---_bl - 11 iv��l SIRaTiUNF/ fxFV. (1£Y. EtLN RFY N�OIIT STEWART IE.�u wa Ir IY wc��� _ i�z`_. ♦ ■"M' ( 1 awn n.m lass Ina _ um urea 5 O ° cm �1 aw R n.n laa r , ) F ) sesw,la a■Emama ,:1Y.j, i 2 l ap■asi aaz am sa'pa.ss6m i• •i 1 1 ( >�6 aFFvl ro nue o■c's // .�,, r WATER QUALITY STRUCTURES T 48 GROVE STREET SOMERVILLE. MA rK•am WT ? 02 1 44 2500 '• •� OE NS DRY WELLS —(2)4•9W-.0 PK ` RW NV.W NY.N NV.W NV.-T ®.CLfs•Sm � Ni NNIE arwmM \'. SIhY/CIWE/ F1EV. LIEY. n£Y. F!£V "v.. (xr eEta a,loa7 f ` o■n xa ..., _ — _ 11 GRAPHIC SCALE annx (aaaaTl Ira-a nl � SITE UTILITY PLAN \ scue I-xo Centerville Ostenrille Marstons Mills Fire Rescue Station#2 SITE UTILITY PLAN Cl ■2 t `t wwwn mx 1 G_A_RCIMGALUSK ESOUSA 14 ��/ \ r 1 ! .¢A Y/ 1J. STEW /E 1. j1 I C I � 'I nFEA lD RUYB�o@CS f ! , am _ 48 GROVE STREET SOMERVILLE. MA ;' / ; K��• xYWoW 02144 - 2500 I i— J 1 - OET1l5 1 SITE GRADING PLAN \ GRAPHIC SCALE I�NmI 1 Y W m A Centerville Osterville Marstons Mills Fire Rescue Station#2 SITE GRADING PLAN C1 ,3 SITE NOTES. CODE NUMBERS PD.%PE SIZES OF: O Y I RUN ANY UNDERGROUND RACEWAYS WITHIN ITEM Ve...IPTIOH LANDSCAPE AREAS OR LEACHING NS,C..REFER TD Q >6•RADIUS aALVANIZED STEEL SWEEP LANISCAP[DWGS FOR LOCATIONS,COORDINATE RDU'INB WITH LANDSCAPE ARCHIT[GT, EXISTING SINGLE PHASE OVERHEAD SHASE R BE UPBRADD TO THREE �OROUND CLAMP O] CONDUIT-IV LENGTH-GALVANIZED STEEL 2.RCF1R TO CIVIL DRAWING!FOR EXACT ROUTING OF PHASE SERVICE by UTILITY COMPANY POLEflG UTILITY COMPANY UTILITIES MEW UTILITY[0.POLE POLL P155/1>TO R[4AIN. 9!E FIG.1 Q> R15[R bTRAPS MOUlTEO TRAMSPORY[Rb ERISTINc 1` E.—ART\ Q4 LA0 SCRl VVS>/!°X I- EXISTING N'TIL )CAI CONTRACTOR SHALL COORDINATE WITH THE W P COMP TO OWEWNG TO REMAIN ] EXISTT COMPANY POR DISCONNECTION AND REMOVAL OP EXISTING 4d VT/ILIIIIf�,}}}},YYYY\T POLL 5 RISER PIPE CONNECTOR EXISTING UTILITI/COMPANY POLL!ON THG WAY OP TO REMAIN.SEED EXISTING UTILITY COMPANY CDNSTRUCTIOX. POLE PIS!/]>TO REMAIN P6 COPPER SOLID BARD F34°LONeI SEE CO] 15J EXISTING OVERHEAD TGl v• 3 4 THREE RISER SECONDARY b bE STRAPS 16Tn )�1 UTILITY[OYPA � I6• X i e I BOND WIRE POD CONNECTION fi]• TO AROUND AND CABLE!HEATH! FIRE STATION ROAD'\e w—_— uP M7Ie1 m 12. IN O !!G G0.1 l—rr�'• �x yI' EXISTING 6• RISER THREE PHASE POLE AROUND CLAMP 1 f -1 OVERHEAD - $ U-OF wDIR T OF MINING i ' 1 APPROXIMATE LOCATION OP �x "o --� -- ` D ELECTRICAL ROOK Le LP- �M[w ilw�4S .1. _L B y IPtOLP106 VIA 1 FIGURE 2-RISER AROUND CLAMP NOT—L ON J6 OF 02 G01 y PfLAND PWF?♦V�A �- 1 APPROXIMATE LOCATION OF INSTALL AROUND CLAMP A8 SHOWN.CONNECT TO POLE HEAD END ROOM EQUIPMENT GROUNDING CONDUCTOR.INSTALL&ROUND ROD AND RUN MINIMUM 46 SOLID COPPER UP POLE J (P A D CONNECT TO COMMON NEUTRAL.INSTALL 6 FEET b I; OP MOULDING OVER WIRE AND CONNECT RISER GROUND 1 NOTES CLAMP TO GROUND WIRE ABOVE MOULDING AS SHOWN. 1. RISER CONDUITS SHALL BE LOCATED ON THE STREET QUARTER OF THE POLE,AND,WHEN II 11 1 POS IBLC ON THE QUARTER AWAY FROM APPROACHING TRAFFIC. I.I ]. SPARE CONDUIT SHALL BE CAPPED 6•ABOVE GRAD[. OLE RISER DETAIL \ 1 EO.2 SCALE:N.T.B. 1 L> .-.6 1 x ORRCNIlN1RK/1-0® v II ° SLP :•!.TC\PIMOTOClL 1 pwTR 1 \ FINISHED GRADE C. PMOTOC 1 WARNING TAP[ OL 1 12•BELOW BRAD[ 1 1 CONTINUOUS TTYPJ CONDUIT SPACER I >0•MIN ITTP1. I \ LS \1 LP-H VIA PROVIDE RIPER TO PROTECTION -- TG L SYSTEM REFER TO 5 ; \ > / S HOLDING TAN.3!! E T 6'fl 1 4 /3 O SP APCHIECTS a v[RIIOM OUCT GUN —x BUILDING y.I 9 W NATU MGR.— �x x 416N — _ _ 48 GROVE STREET II x IN x�x� SOMERVILLE, MA � 6'O1 SAND VVIDE MINIMUM `>• >• O p ro f f c O O CVER ALL AROUND >• 2 J DUCTBANK. 11/2• 4 1/2• r— DUCT BANK "B-5" DETAIL E0.2 SCALE:N.T.G. ELECTRICAL SITE LIGHTING PLAN a1 EO,2 SCALE i"•20-� O 4°[LICTRILA SECONDARY-8LH[OVLG♦O PVC O pRDIDr PULL LINE IN CONDUIT. GRAPHIC SCALE ♦ WARNING TAP[ SEE DETAIL Lp I 1•BELOW GRADE �PINIBHlD BRAD! 0 .1 C"YRIC IRON COVER 1 R CONTINUOUS TTYPJ [L ACCE64 HOLE CAST IN LovER. >O•MIN. I T[RMAIXUCT6 .�. TOP - /(� W VARI t. ABLE —� — ♦1n• >Iv HOC[U .NOGICOIITB DEC, E 6°IN O4 >' FR EDGE OF COVER COVER �16°------- PROV]DE MINI O SP 4 112 FINAL BRAD[ 6•SAND COVER ALL AROUND sll >• Centerville \SECONDARY HANDHOLE e © �_ 6 DUCT BANK41"D-D" DETAIL :6•DIA Ontervile E 0.2 N.T.S. >e•X>6.40. EO.2 SCALE:N.T.S. Mazstons Mills 4� INE-10) FRAME AND COVER DETAIL O ♦•TELEPHONE-SCHEDULE 40 P.Y.L. Fire Rescue PROVIDE PULL LINE IN CONDUIT.E0,2 SCALE.NON[ SP PROVIDEEPULLLLI E IN CONDUIT. PROVIDE PROVI D PULLHEDULE 40 P.M.C.C �}..yA NE IN CONDUIT. Station TYZ I14TCL Y. CONTROL PANEL IN OPFICG 103 1.COKES WILL INK°CDYEIECTRIC°LAST IN THEM COORDINATE FINAL LOCATION WITH OWNER. PRIVATNERI ILT OWNED 5Y6TEMS BUILT TD THESE SPECIFICATIONS ARE tK PROM THIS REdAREYENT, ELECTRICAL YE GEC SLECTINP COVER iNOIAD BE REQUESTED. HT LEVEL A INTER5TATIAL S.PRA AND COVER TO SUPPORT H10 WHEEL LOAD. SITE PLAN MONITORING ALARMS. 5,NO VAULT YANNOLE SHALL bC BURIED DEEPER D[ ER THAN le•WON FINISHED GRADE. TO SECURITY SYSTEM FjM 1 4.COVER SHALL Be FLUSH TO FINAL GRADE ICOMCRRl,ASPHALT,GRAVEN,SRASS,ETCJ SECURITY MODULE SIMLI[R L CwTLLOOP STOFi COO[ FRAY! Le A!n4 oT-SP-Sa LEBARON Le-]e51 . e>rewa D..:erMv P PP3-41 CP COVER HACII L[SARON LE-2.0.1. OTIb»0 Pyq Nv s>N 11 ` HOLDING TANK 4P13\1P126 9EAl PITTING PL. (TYPICAL) HOLDING TANK ALARM DETAIL E0.2 NT.5. E0n2 SITE NOTES: r r y r r w r r r r r r r r r r r r r w r r r r r r r r r r r r r r w r r r y r r r r r r r r r r r w r r r r r r r r I ELECTRICAL CONTRACTOR SHALL COORDINATE WIT.THE r r r r r r r r r r r r r r r r r r r r r r r r r r r w r r r r r r w r r r r r r w r r r r r r w UTILITY CDMPANY PDR DISCONNECTION AND REMOVAL OF EXISTING UTILM COMPANY POLES ON THE WAY OF CONSTRUCTION. rrrrrrrr r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r a 1fieL2lw , r rrr rrrrrr �„� — — rr r r1y rr r r r r r r r J. STEWART rl r r r r r ry r r r r r r r Y w { ARCHnCTS rl r r r r r r r r r r r r r r r r r SL r r r r r r r r r r r r r r r r r r r r r r r 1 rl r rrrrr rrrrrrrrr r r r r r E r r 46 GROVE STREET r i r rrrrr rrrrrrrrrrrr r r r r ��` y Y ` S O M E R V I L L E, MA rlr rrrrr rrrrrrrrrrrr r rrrr r r r r �oJ� y3 02 1 44 - 2 50 0 rrrrrr) " rrrrrrrrrr '� r rrrrr rr rrrrrrrrrr rr " r TYPE SL5 F]XTURES TYPE SL3 FIXTURES. r r r r r r r r r r r r w r r r r r r r r r r r r r r r r r r r r r r r r r r r r �— , r1"�ELECTRICAL SITE LIGHTING PLAN LC.I SCALES 1"•20'-0" GRAPHIC SCALE Centerville Osterville 1 ,s Marstons Mills Fire Rescue Station#2 LIGHTING FIXTURE SCHEDULE ALL FIXTURES SHALL 5E FURNISHED COMPLETE WITH ALL HARDWARE, nr LAMPS,HANGERS,PITTING,ETC.FOR A COMPLETE AND PROPER INSTALLATION LAMPS SITE LIGHTING TYPE MANUFACTURER CATALOG NO. MT.. VOLTAGE REMARKS CALCULATION N5. WATTAGE TYPE /� SLI GAROCD M1-WT-SSOMH-ISPSRP W 120 1 ISO I— EXTERIOR WALL -FINISH SY ARCHITECT PLAN 51.5 LIMEC DOrn6MtlGI-DD-DSA-Y W 12. 1 115 MH E%RM WALL W/N O!T-I[RNERK'1-5T ASC a i uF4W® Pr�n B,'.LLP Ssr Y Pi"rX Ns:Pln LC.1 EDWARD P. MEEHAN 53-179/113 a 3920 DBA MEEHAN WELL DRILLING 0668007115 P.O.BOX 616Yi _ F�O-.RESTDALE,MA 02644-0700 1 i Q�Eastern Bank Boson,MA.M easternbank.com 800-EASTERN lw__ 1:0 L 1 30 L 7980: 06 6800 7 L & Slim 3920 r r r �� (\ - IU-%t4,-- I Centerville Osterville Marstons Mills Fire & Rescue Station 2 Osterville, Massachusetts 48 GROVE STREET Exterior • le♦♦ SOMERVILLE. MA 0 2 1 4 4-2 5 0 0 t� I r` M'i PGA I, I y F �t i , now Centerville Osterville Marstons Mills Fire & Rescue Station 2 Osterville, Massachusetts Exterior View 48 GROVE STREET SOMERVILLE. MA 0 2 1 4 4-2 5 0 0 a- n .,.,?,a,,.m k� ,..,..a ... ,,::.a w ..r� ,�,� �, s r .:o, #' ,�w y �*a'^✓ c'.,�'�" �'.� "F�, R '+Y �,rr ba �+; ,� "'�. ,.:�=r, ' ". ; .pp1 �>, y x�:, �� rr'���,".=w,'x`^�s_,�r „�*s�4,.,.,_.'�. . " :� �, �� .p "�k�, '�a�;��. ��� ��`- .ra'�� ", �.✓., x �E Centerville Osterville Marstons Mills Fire & Rescue Station 2 . : Osterville, Massachusetts 48 GROVE STREET Exterior View SOMERVILLE.MA 0 2 1 4 4-2 5 0 0