Loading...
HomeMy WebLinkAbout4011 MAIN ST./RTE 6A(BARN.) - Health 40i1 MAIN STREET, U ID A=335-060 FOX GLEN MANOR 9 A 9 u a I Y u. TOWN OF BARNSTABLE LOCATION 4-0 11 2t >n A-- SEWAGE# _16 13 VILLAGE k AjWl ,,t3LL ASSESSOR'S MAP&PA//R��CEL INSTALLER'S NAME&PHONE NO. -� SEPTIC TANK CAPACITY L°cat I.f L-z 3S z ` n t%1sCt Imo n( , LEACHING FACILITY. (type) S ;t G - NO.OF BEDROOMS OWNER t: ?,J i i_i fi L PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility)- Feet FURNISHED BY �3•sr� r 7�►� ��/'of/ 7`f7 3 LU �AAi A No. ` Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Rpplitation for Disposal §�pstrm Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System v6dividual Components Location Address or Lot No.qo j/'P"1') Owner's Name, r��ss, jn�d Tel.No. Assessor's Map/Parcel-u5h") Installer's Name,Andress,and Tel.No. j( •771-9392a, esigner' Name,Address,and Tel.No.61© ?* 349 ldh5krvc.(-���x"au-sA-1ni(g ,� �Y &e.,/1� 1/)e 39A1�n`5 as 4,11 Al A Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building r in b K No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date An, 3r, aoro Number of sheets Revision Date D , Title o' _4116k)�MA 4 i16//1%i4:!�L= C A) Size of Septic Tank I o7 .r e of S.A.S. � ►�47`111Q Description of Soil Nature of Repairs y or Alterations(Answer when applicable) f 1 r, /, ' , T -e-y Ish net S4-y f n a✓xA Jr., s - Ltd l fh y It �6 l 57 �� � Ca 6 eylP UJj 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-arnt not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health-,`�'/ 11 �21� Si ed I-,' A . L_ Date % Application Approved by 41 2AD M Date / Application Disapproved by Date for the following reasons / Permit No. 10 Li q 3 Date Issued I(A,A7 - - ----- -- ---------------- .,..�+•«+...�+x.,.:.:+n'"''**..�.+.A••a _-a._n'�y.. `"•�.:.- _• ,w,,;q.,�mee.,,,,.a-�„�.—�.�u'.".."R,`'^c"'�+r„�,.5,-�'y`.. � .:. 7'�°°cy.'�.'✓"..,,,.r v,yn.,.r�..�..��..�.....;-... ... a U 0 , No. 1 t .. y�;s" .� Fee �. THE COMMONWEALTHOF MASSACHUSETTS Entered in computer: cr� Yes PUBLIC HEALTH DIVISION -TOWN OF. BARNSTABLE, MASSACHUSETTS application for.lDis#oral Apstent Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ,(Individual Components � t= Location Address or Lot No.q UI Owners Name,Address,and Tel.No. S � Assessor's Map/Parcel 335 (Q * �„ ry t� to 3U Installer's Name,Address,and Tel.No. .5v8 ?7/-9 3 S PDesigner's Name,Address,and Tel.No..•,y o&• 349. -'ISY/ (2va,5�furJ c.,r, 4s . ncaus4�� R�'., ,vrxvy�C' r inr ��,5, 7;[c 35 a✓ .Sf' AM , M,'l l S N'f A O.-X&SFq Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. `Garbage Grinder Other Type of Building &r t) V%erv)o--Jy, No.of Persons Showers(`-)-Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date 01-1 n• 30 ;Zocn Number of sheets_ Revision Date Title �5� i�i,n.s �a ,'� �[� ,UAL[ P S MA -A# 416//81Ga izl 9, •,r.A Size of Septic Tank ,2 x I)ur��,� ,r^,' °''ype of S.A.S. ; ,c /J 39 X r� �> .Atx�.a' ' Description of Soil t - 4' Nature of Repairs or Alterations(Answer when applicable) /r,rt aj„ jA n1., -r', ,o ,, ,}.� s�[ck, /mow[•-� !3 in are, e-( -TrI,Oc 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 Environmentta1_Code•and not to place the system in operation until a Certificate of r Compliance has been issued by this Board of Health.,---- Sil ed I,2 A �. Date Application Approved by � ) - t rM Lo Date `'+'2-{i Z A plication Disapproved by {� ate [ / { for the-following reasons r � i Permit No. 0 I y Date Issued I /F s I r l u t- THE COMMONWEALTH OF MASSACHUSETTS R n r?Off BARNSTABLE,MASSACHUSETTS Sp Certificate of Compliance THIS IS TO CERTIFY,that the ,�On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by-A[^f,L61& C 1,P51 n,"ke'r) C at VOI J &I � . Q 1�, ,,t�n�d u�� � has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 01,3- 1(45—dated /.? Installer Aor�o CC51A.c. 0&r�,/tr'yCrkon !;�r_ • Designer p un Ct- r, iam,r ir in, 4 lnG � #bedrooms [ f(/ 1,� Approved design t �( gpd The issuance of his permit shall not be construed as a guarantee that the system will� 16 as designed. Date '{ L� 3 Inspector �/� 1A � ,✓ o No. 2 1 / - L MY_ Fee /0 U THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE,MASSACHUSETTS. Misposal *psttm Cone-traction J)trmit Permission is hereby granted to Construct( )n Repair( ) Upgrade( ) Abandon( ) System located at - U and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. J r Date 2 J ,f l r 2 Approved by (�er v � FEB-11-2014 08:38 From:BORTOLOTTI CONST 5084289399 To:15087906304 P.1/1 FROM :dawn cape engineering Inc FAX NO. ; 150836298$0 Feb. 11 2014 06:37AM Pi 06 �y Town of Bayustable a Rego tort' services Hl1fiuVBulAi3f, `thomen F. Geb ,Mrm for WAM PubUc .Efeabffi Division sAS 200 mama 02601 Offiro; 509.862A644 Fa;�• 54�-740-i�r}� Date: Peamat# Designer., U lA)n e �. /.ew P .016s aDDu>D;: �0•~� I D 17`� OeA4 Address- P - " AP w9 3 md a p['77'nit to tusd:Etl!6. off®� SCl vF'kFJ ACT) aelAia ay-Ttem a AID b+ bw&—d on a dasign,a wa�y dI=1) �1✓0.i�1 [ �� d �0, r��s dated, rev, U w� :f, cnrtiiy t�.at�: P,69�C?JN sy9t�,r�l;L�eur�:r! altcrvb waa �os'tall.ed s'u}�5 'ia.11.y iLccu>xl:u�.� ''�► t}1e demgA'wbich mazy iumludz Tmwr a ro7r.d chw.ig. s wc'h As 'wttcgl.miocetinx'i of the ilir<lnbt�im brie r�.ncl or sgtict�t i,,,�.tin ('"nr Y1a^ CUV 11�j f► T u«LtiEy fb.ttt dy, eeor. systtiLL Le$ex ced abuw M9 7nstitEucl V mgjur chaxumq (z.�.. w preEttol tri.1,0' 1RtrrcJ1,zn.nuxtiot of tdtP tiE# ox axty Yt : cil) re],004011,cJ may'ro>1Tatitt o tha = wLt to 8 Rut�Ao�u. �lu zvi�ct nT Vir, y P Too ; art i ed as-1h ' by 6Ai[,ad..to;FnllOw' n�. DANIELA , OJALA -� 4ssntallr;�aituxc) ._ civet. '" Na 45502 } �� alai f,��O��w �SJONAL CRi�1rS'J�S'1��,1].L1t1374� �'�A�ix AC J 's�'a�np �) AM- TOWN OF BARNSTABLE LOCATION V47 .e-r,, &.4 SEWAGE#.Iva1—V7 y VYLLAGE fg2dX4 ASSESSOR'S MAP&PARCEL 3�/ 60 INSTALLERS NAME&PHONE NO. r3 C —'9 3 n SEPTIC TANK CAPACITY LEACHING FACILITY:(type) X-S'yo 1,.C_ (size) /3jc',.5 NO.OF BEDROOMS OWNER AlymA.dE PERMIT DATE: /c7- 2 3­O 2 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility.(If any wells exist on site'or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY 0 1 � l 1 1 0 AN �1. tj f I` TOWN OF BARNSTABLE LOCATION 6.4 SEWAGE#AC0 1—ql)!y .VILLAGE a,,h,4 aux:D ASSESSOR'S MAP&PARCEL 3;4�— Co® INSTALLERS NAME&PHONE NO. D - G• X 7 f!—9.34'1 SEPTIC TANK CAPACITY a2a-Z�D LEACHING FACILITY:(type) 6 —S-vm L. C, (size) t-3 X 5'7 NO.OP BEDROOMS OWNER W ,*y, saet£4 C,Cr •S. PERMIT DATE: /n-0-07 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) _ Feet FURNISHED BY IA • .: e4 G r raj.t( : 4 ...^J"t'p*1�'^'�v"�-•.."'4"'1""^'r`+�}4..t.^�-..�.rM+vt.•••rr..-^� :r.:.-..r*r�r�""`'�"''F^ .. :4�R.,�. ' .T.N�." ..•, �,�n No. ���" ` G`/ Fee / 5o THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 3ppliC0tion for Mid ool 6p.5tem COttgtrurttoll vermtt Application for a Permit to Construct Wd Repair( ) Upgrade( ) Abandon( ) [V Complete System ❑Individual Components Location Address or Lot No. [J®1l ��,�5�`` � Own��Name,AddresgG and�1I' 1.N e�� Assessor's Map/Parcel G(,�/�f��'���,� � t Installer's Name,Address,and Tel.No.kolljlell-11 C®w j t Designer's Name,Address and Tel.No. Type of Building: �/ DwellingNo.of Bedrooms Lot Size r ` Garbage Grinder (✓�� Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures / Design Flow(min.r quired eco, gpd Design flow provided 'fie lG� gpd Plan Date ��Jao Num er of sheets Z Revision Date Title c5 4 O / �'/dl Size of Septic Tank Type of S.A.S. Jli� C �ls Description of Soil 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 Boar f H lth. Sign d Date Application Approved by C. Date 7 Application Disapproved by: Date for the following reasons Permit No. ` " 7 Date Issued r No. .(PW ':' Fee /50 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: f .r., kt Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS TA ZIpplicatton for ai000al *proem Con.5tructton t . �NIA(K] Perrnit Applicatidn for a Permit to Construct(� Repair O Upgrade( j Abandon( Complete System Individual Components Location Ad��dr//ess or Lot No. v�/ � ����' �� Owner's Name,Address,and)Tel. o. 0 le Assessor's Map/Parcel C L// "!� (,��e,2 s Installer's Name,Address,and Tel.No./�/// / l Hl 'to Design^ [_ �� Designer's Name,Address and Tel.No. i� t Type of Building: C r 1f 7,/ 1' /�G�2°S �, . Dwelling No.of Bedrooms Lot Size J r -sq-ft: Garbage Grinder Other Type of Building 6,0 No.of Persons Showers( ) Cafeteria Other Fixtures Design Flow(min. ,equired) �J�� ��r! gpd Design flow provided SP��c `gpd ''h _ Plan Date 113�J �D7 Number of sheets z Revision Date Title ,,. Size of Septic Tank Z--:5ro CJ� / c�'G Type of S.A.S. 545 Description of Soil ?' i 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 Boazd of Health. f Signed l C1 Date Application Approved by Date 6 © 7 Application Disapproved by: Date for the following reasons 31 Permit No. O`� ./^ Date Issued J� , THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIF that the On-site ySe age DD'sposal Systeem- Constructed (✓) Repaired ( ) Upgraded ( ) Abandoned( /)by �� �/®l/ at / '�( ff� cJ lrr��Jf�G'!!f as beenconstructed in accordance Ov with the provisions of Title 5 and the for Disposal System Construction Permit No. " 7— `7` dated Installer Designer #bedrooms Approved esign flow iAl gpd The issugan/cJe`/of tth/is/p}er�r/nit shall not be construed as a guarantee that the systeAIN nction as d�gne_ nDate pll i!'7/(l l� '"�/1t� V�A13 Inspecto No. /JM -7141 . — —— Fee �© THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS 1=igpo!9a1 *p9tem Cow6truction Permit Permission is hereby granted to Construct (V) Repair ) Upgrade �(^ ) Abandon System located at, j �7�/ e _.5 1 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: Construe •on mu t be completed within three years of the dateoof this pe i . Date �1MIL9il 7 Approvedby�� FROM :down cape engineering inc FAX NO. :15083629880 Jun. 30 2028 10:56AM P2 Town of Barnstable �. Regulatory Services t Tb.olalag F,Gciler,Director KAM• �u►srarr�, Public .Health Division " Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-79U-6304 Installer& Designer Certification Form Date: 7 Sewagc Permit# IW 7-y7 Assessor's MapTarcel 3�0 Designer: ` 0�JV� Q +� installer: +L Jp►r !�_ I rt / r"` C : Address: 7 Pa 8, 7py q 9 G.!h...__ _ Address 4a__7- .1-O_L_4�1 ��` `v 7 ��� `� ��� was issued a permit to install a (date) (installer) _ J' ' , 6 septic system.at 0 �Q,r n, ,,..,...-_ .._ _based on a.design drawn by (address) sated 113D1P 7 eell'. 7` I'll ( esigner) _Z1 certify that the septic s~yslem rc&renced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box an.d/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation or-the SAS or any vertical relocation ol'any component of the septic system) but in accordance with State&Local Regulations. Plan revision or certified as-built by designer to follow. ��ALZ 1j OF MAS�P� DANIELA. F{ (Installer's Signature) 0 ALA IW q Na.46502 � g _ N . �- (Designer's Signature)y (Affix Designer's Stame Here) PLEASE RE11LIMN TO BARNSTABLE PUBLTC HEALTH. DIVISION. CERTIFICATE OF COMPLIANCE WUA, NOT BE ISSUED UNTIL BOTIl THIS FORM AND AS-BUMT CARD ARF. RE,CEI;VF,D BY THE BARNSTABLE PUBLIC HEALTH BNIS7oy. THANK YOU. Q:I lealth/Septic/D?esigncr C'crtifimion roan 3-26-04.4nc s3s- o�� FEES RETAIL FOOD STORE: FOOD SERVICE ESTABLISHMENT RESIDENTIAL KITCHEN FOR RETAIL SALE SEATING: RESIDENTIAL KITCHEN FOR BED+BREAKFAST $30.00 MOBILE FOOD UNIT: ANNUAL: YES TOBACCO SALES: SEASONAL: ' CATERER: TEMPORARY: FROZEN DESSERT: MILK: TOWN OF BARNSTABLE BOARD OF HEALTH .. PERMIT TOOPERATEA FOODESTA^BLISHMENT PERMIT NO: 449 v , JANUARY 1, 1997 In accordance with regulations promulgated under authority of Chapter 94, x Section 395A anc Chapter 111, Section s Qf the General Laws, a>permit is t hereby granted to: 4 k 4 BERNARD KELLY tt . r, D/B/A: FOX GLEN MANORS Whose place of business 4,. 4011 MAIN SC UID, MA .02637 } , f•' 2 `' nm $ Type of business and any restr!ctrons: Cgkt : NgLk KFAST E$TABLISHME To operate a:food establishment In they TOWNO�BARISTABLE' Permit expires: December 31 199T Au . BOARD OF HEALTH ; Susan G. Rask, R.S., Chairperson Brian R.Grady, R.S. RESTRICTIONS IF ANY: Ralph A.Murphy, M.D. Thomas A. McKean,R.S.,CHO Director of Public Health FEES RETAIL FOOD STORE: FOOD SERVICE ESTABLISHMENT: RESIDENTIAL KITCHEN FOR RETAIL SALE: SEATING: RESIDENTIAL KITCHEN FOR BED+BREAKFAST: $25.00 MOBILE FOOD UNIT: ANNUAL: YES TEMPORARY FOOD ESTABLISHMENT: SEASONAL: CATERER: TEMPORARY: FROZEN DESSERT: MILK: TOWN OF BARNSTABLE BOARD OF HEALTH PERMIT TO OPERATE A FOOD ESTABLISHMENT PERMIT NO: "9 JANUARY 1, 1996 In accordance with regulations promulgated under authority of Chapter 94, Section 395A and Chapter 111, Section 5 of the General Laws, a permit is hereby granted to: BERNARD KELLY D/B/A: FOX GLEN MANOR Whose place of business is: 4011 MAIN STREET, CUMMAQUID, MA 02637 Type of business and any restrictions: CONT. BREAKFAST ESTABLISHMENT To operate a food establishment in the TOWN OF BARNSTABLE Permit expires: December 31, 1996 BOARD OF HEALTH Susan G.,Rask, R.S., Chairperson Brian R. Grady, R.S. RESTRICTIONS IF ANY: Ralph A. Murphy, M.D. Thomas A. McKean, R.S., CHO Director of Public Health ..��».. ..--.,,..._<'--�v-"'�^1+-^bsr.r*.-..wa�i,�,..-w, ..,He.,,• � -.� .,,�.._.. _. ..,e-_..� __..- - � �. ..4,....,....r.,,y,y� .--�^-..•--."r-.-vw' y v TOWN OF BARNSTABLE d BOARD OF HEALTH � s ARTICLE II:MINIMUM STANDARDS FOR HUMAN HABITATION Date t Owner l�o P.f'A Tenant Address �It� �l �!C fig Address Complionce Remarks or Regulation# Yes No Recommendations 2. Kitchen Facilities 3. Bathroom Facilities ,` 4. Water Supply 5. Hot Water Facilities 6. Heating Facilities 7.. Lighting and Electrical Facilities 8. Ventilation / 9. Installation and Maintenance of Facilities 10. Curtailment of Service 11. Space and Use 12. Exits 13. Installation and Maintenance of Structural Elements 14. Insects and Rodents 15. Garbage and Rubbish Storage and Disposal 16. Sewage Disposal (�R 17. Temporary Housing PART II t/` � �jf (� .,�,�•f i -c-^ 37. Placarding of Condemned Dwelling; ! Removal of Occupants; Demolition Person(s) Interviewed �.�--c-� i .k-�4� Inspector h If Public Building such as Store or Hotel/Motel specify here HOBBS&WARREN,INC. NUMBER FEE THE COMMONWEALTH OF MASSACHUSETTS 16 $50.00 TOWN of BARNSTABLE Board of Health of PERMIT TO OPERATE A FOOD ESTABLISHMENT Permit No. 16 JANUARY 1, 19 95 In accordance with Regulations promulgated under authority of Chapter 94,Section 305A and Chapter 111, Section 5 of the General Laws a Permit is hereby granted to: BERNARD R. KELLY D/B/A FOX GLEN MANOR p Whose place of business is 4011 MAIN STREET, CUMMAQUID Type of business and any restrictions BED AND BREAKFAST To operate a food establishment in TOWN OF BARNSTABLE (City or Town) Permit Expires DECEMBER 31, 19 95 Copy Board This Copy To Be Retained By Local of Board of Health Health FORM 738 Rev.1986 AGENT 1 1 TOWN OF BARNSTABLE .� f A&q ,j,, � BOARD OF HEALTH ' 7 ARTICLE II:MINIMUM STANDARDS FOR HUMAN HABITATION Date Owner CP 1^4 Tenant Address ( f I /1 lY1 111114 Address Compliance Remarks or Regulation# Yes No Recommendations 2. Kitchen Facilities 3. Bathroom Facilities / i 4. Water Supply 5. Hot Water Facilities 6. Heating Facilities 7. Lighting and Electrical Facilities b 8. Ventilation / 9. Installation and Maintenance of Facilities 10. Curtailment of Service 11. Space and Use -12. Exits 13. Installation and Maintenance of Structural Elements / 14. Insects and Rodents 1 15. Garbage and Rubbish Storage and Disposal 16. Sewage Disposal 17. Temporary Housing PART II 37. Placarding of Condemned Dwelling; Removal of Occupants; Demolition Person(s)Interviewed - 1 Inspector If Public Building such as Store or Hotel/Motel specify here HOBBS&WARREN,INC. 116 rayberry 1,ane Cmanaquid, ,In, 02637 July 15, 1992 i Dir. `.Lianas A. `Q cKe-an Director of Public 'daaltn fnown of r3arinst-Wle 367 Main St. i Hyannis, MIA 02601 � Dear :fir. ivcKean, Tbr soimtima, we had been exaxirieticing Odors of Manure co Ang fram a Morse stable, Vaich a 3uts our Pro-, rty. '?pause of this, and what sw�W�-d to be an increasing fly population, we contact-d your office. This was the send tame in made this request. The first health agent found large Tk-Lntitias of Trianur e on the property in violation of the stable laws. T-br scue unknovin reason, the ec-1dition was allover to exist and oanpound. Due to , r increase of Tilianure storage, and consequently, a stronger odor, v-A-- contacted your office a second t Una. Fortnnatel.y, on this occasion, Mrs. Mio-randi responded. she found the conditions descriz above and procewded to do :her job in a responsible, professional itta€ner. She LaTtediatea y ordered tie owner to recrove the manure and bring the property up to the stan(lards of t'n stile laws. At t1h i.s tine, sae can only a3s'ufle ghat this was, amle. � However, Amy reason for writing is to c xVliitant firs. Aorandi on the� concientious man,�r in whic�a she carried out her responsibilities. we agpreciat-e Firs. miorand.i's efforts in halping to resolve this haalta' problem and would apxprwciate ,your :advising her of sazm. Vera truly yours, ;ler'lkaert G. Carroll cc: Mrs. Miorandi/ I Y I , 116 Bayberry Lane Cummaquid, MA 02637 a` * ✓� July 151 1992 J U L 1 6 1992 .i Mr. Thomas A. McKean Director of Public Health tOr1I R Town of Barnstable 367 Main St. Hyannis, MA 02601 � - Dear Mr. McKean: For sometime, we had been experiencing odors of manure coming from a horse stable, which abuts our property. Because of this, and what seemed to be an increasing fly population, we contacted your office. This was the second time we made this request.: The first health agent. found.large quantities of manure on the property. in violation of the stable laws. For some unknown reason, the condition was allowed to exist and compound. Due to the increase of manure storage, and consequently, a strongerodor, we contacted your office a second time. Fortunately, on this occasion, Mrs. Miorandi responded. She found the conditions described above and proceeded to do her job in a responsible, professional manner. She immediately ordered the owner to remove. the manure and bring the property up to the standards of the stable. laws. At this time, we can only assume that this was done. However,..my reason for writing is to compliment. Mrs.. Miorand on the concientious manner in. which she carried .out her responsibilities. : We appreciate Mrs. Morandi's .efforts in helping to .resolve this health problem and would appreciate your advising her of same. Very truly yours, Herbert G. Carroll October 4, 2006 Mr.Thomas Perry, Director Town of Barnstable Building Division 200 Main Street Hyannis, MA 02601 Dear Sir: Recently we learned that a property abutting ours was sold. The property is located at 4011 Main Street, Cummaqu it has always been used as a residence. When we researched the name of the purchaser,we were advised that the Humane Society:of the United States had bought the property. We are writing to object to the locating of this facility in the middle of a residential neigh rhood. C We were able to locate the area Director of the organization at the curre t she1w located off Meadow Lane West Barnstable. Duringour telephone co rsat10 =3 a P _ with him, we were advised that the facility would not be.used as a resi ce ands . that cages and pens would be located on the property for any animals t may-v come under their care. The property will be operated as an animal shelt . Not being familiar with the groups activities,we took the time to visit the r Wese Ate' Barnstable property. We presently live in a residential area, zoned RF2 a' d have concerns, as do our neighbors,that a facility such as this, locating in a residential area would be detrimental to property values. Because the group would be caring for injured animals we are concerned about noises, odors, and general maintenance of the property and buildings. The visit to the West Barnstable facility was not impressive. In addition to the grounds not being maintained, there was a large construction type dumpster, industrial type storage containers such as you would see on container ships and the main building was in disrepair. Overall the physical appearance of the area was a concern for us as potential neighbors. Our questions at this time are: 1. Is a facility such as the above allowed to operate in residential RF2 area of town? 2. If it is, do the abutters receive any guarantees that the facility will be maintained in such a way as to not negatively affect property values in the area? 3. Does the Old Kings Highway Historic rules allow the operation of facility such as this? 4. Does the town have any requirements that would protect abutting homeowners from any nuisance that may result from this facility? S. In the event that abutters object to the location of this shelter, do they have the right to submit objections to the town and to who specifically? 6. What obligation does the Humane Society of the United States or the Cape Wildlife Center have to the abutting homeowners to insure their right to the peaceful enjoyment of their property and the maintenance of their property values? Not being familiar with town procedures in the handling of these matters, we would appreciate being notified of any hearings, meetings, etc.that the appropriate town departments or Old Kings Highway Historic Commission may have scheduled for this facility. Thank you for your attention to this matter. r�,, •�� /��������Il-CSC/ Herbert& Mary Carroll P.O. Box 85 Cummaquid, MA 02637 Cc-Thomas Broadrick, Director Old Kings Highway Historic District Thomas A McKean, Director Health Division Robbie Fearn, Director Cape Wildlife Center Jennifer Leaning, M.D. Director Humane Society of United States(MA) TOWN OF BARNSTABLE LOCATION I / S,_j` SEWAGE # VILLAGE t" 1,14. A i P-1 ASSESSOR'S MAP 6z LOT 3 � INSTALLER'S NAME & PHONE NO. oaF `Rjo R Fa F_ SEPTIC TANK CAPACITY /d®© lug 'Pas LEACHING FACILITY:(type) iSPeD 3c Q C. (size) N0. OF .BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER E3 S,0A aQ. b gZ.4,V DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: Z% / VARIANCE GRANTED: Yes No a ,t '> d e. , �. 6CAT10 ' SE1Y ACE PERN1iT ,N Wr 1.1 1 A D ASSESSORS MAP NO: PARCEL NO.: CSC IN- S A LLER'S TAME A ADDRESS � 9 U t L D E R OR OW#ER 0 . TE PERIMI.T-ISSUED DA 'r E C0MiPLIANCE ISSUED TI ' w � n 4 0 , v � TOWN OF BARNSTABLE LOCATION &4,14 6—, SEWAGE # 7-3 -7 Q-r/7 VILLAGE ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. 'I TO 11-rii-J4 °7`'.!r'b 7�� SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) 600, 6( ije NO. OF BEDROOMS Ll PRIVATE WELL OR PUBLIC WATERv� BUILDER OR OWNERS-I DATE PERMIT 1SS,6ED: lqoU 2-1 DATE COMPLIANCE ISSUED.: /!fit 14,ee-N+ /0 1 7 3 .,.VARIANCE-G-RANTED: Y-es-, -NO---X-7 G •::Y r � `.. � :y �r i r•, i \' ems; LL . •••t �:.;�. ( fj , • C 57 s. STEFFIAN BRADLEY Steffian Bradley Architects 10 TM O Summer Street ;Boston, MA 02110.2106. T 617.305.7100 F 617.305.7199 uvww.steffian,com . 'OWNER: Humane Society of the US t Animal Care.Center 5015 Bayou Bend Drive Dickinson, TX 77539 • OWNER'S CIVIL ENGINEER: 1 Down Cape Engineering, Inc. 939 Main Street �� � r6�ff B ® Yarmouthport, MA 02675 \V/ VA VA Lk—l k\vvl/ �� \VVl/ \V/ �0 �. \7/ �� ��x\V/ \7/ �� \7/ r .I )X\ VA \/// YA! i • Issue For;, Humane Society, o-F the note tates Ca a WildlifeCenter PERMIT. 4011 Main Street Barnstable, MA 02630 Date 05/27/10 L - r • _ - �,. - , .. R a % DROP wTo TOPFxlsr. Y uxE D H 1 MORTAR ARWHD PROPOSED TRENCH DRAINvp' AR NEW 4'PERPORAT SCH40 PVC PIPE AT a75%GRADE ?- �, \ RT.9A SET W 3 4'WASHED STONE B'WOE 1fONNCH TWIN MIRAFI 14IXJ� qe , \\\\ FILTER/ABTUC ON SIOEs AND BOTTW W WEN STONE TRENCH S^;\ • _ , ____ /R/\ / (REMOVE SHALL R THG CONCRE O MATCH ESPNG GRACE T PRIE%C FRON-8 R ON) Y TO 428 4�, FUX POND b b� a N STTAAWW COLORED CONCRETE WAU(WAY � TO MEET OCO AT THRESHo1D ELEVATI LO ONS '\ CUS MAP _RS mm PMT iAnP - SCALE 1"=2000'3 wE rTS'Ta�iG uos �\ ti (TYF.OF a) _ ASSESSORS-MAP 335 PARCEL.60 4.47 AC. oO MATCH EEASTING LOCOS IS WITHIN FEMA FLOOD ZONE C T ' PROPOSED 42' AS SHOWN ON COMMUNITY PANEL p250001 0001 D PLANTING BUO - DATED 7/2/1992(NOT A FLOOD HAZARD ZONE) , f1w P ZONING SUMMARY " M OSED�a mP/ \" r REMODELED ZONING DISTRICT: RF-2 DISTRICT . .. DRY STACK WAIL . •' - SALVAGED STONE) / WILDLIFE. 'REQUIRED: PROMDEDi MAIN \ RECOVERY MIN•LOT SZE 43,560 S.F. 194,672 S.F. 42 MIN:LOT FRONTAGE 20' 165' BUILDING BUILDING MIN.SIDENSETBACK� 15 173' OoNNEcT DOWNSPOUT �}- v'v I ? - MIN.REAR SETBACK IV TD PROPOSED DIUNAGE i^•�q+ xAs.`' /:/ MAX HEIGHT W/a'S0J.40 SD<ID PPE J-- r PRopOBED 1Y CAST veoN �,®`r+ \ // SITE IS LOCATED WITHIN THE AQUIFER .. ORAHACE GRATE YATOI ®' \ oosTwq e%ac w 12 PROTECTION.DISTRICT E=TING ON STE OWNER.OF RECORD PROPOSED OWNER OF RECORD: HUMANE SOCIETY THE UNITED STATES OF .. .. - - SEE MCK DETNL ' INSTALL NEW tP1JFM BOARB U. NEW YpIBRAHE F ACAINST O X (�BADKP`LL*11= 9 *A,� PRO GItOLWGCO � .. MODIFIED WALKWAY fit. • PROPOSED, DRAINAGE SITE PLAN ' ' . - DRY AIBED WALL AT \`.TOCCHNNEP�W DMINAGET (sa.v�smN� ;F ° } .. (sAVitGm sTw+E) // „ _ .. . W/4�SC1L 40 SDUD PIPE- I>ADPDsm -20 - CUMMAQUID (BARNSTABLE), MA r MKX CURB IN W PROPOSED / IN PLACE TAP. CONWETE S1FP5 MTH HANG RAnS 4iARCH.DUAL 10)r SFJts,(3)1Y TREADS] . B'PADs DRAW UNE AT I s' c �snNO WALK TD REMAIN #4011 MAIN STREET (RT. 6A) ' - PROPOSED DaD"RT°F ArA"'- PREPARED FOR O 9 S BA9StJ W�A6m STONE) CAPE WILDLIFE CENTER . DATE: MAY.14, 2010 .. off 508-362-4541 fox 508-362-9880 - 3.TPrA}x1° ANML s downcope.com(D.OANI6LA DMHA � a Wown cape engineering,inc. CML SITE PLAN:' ` S/ civil engineers 1 fl�Io fond,surveyors ScDlea 10' " DANIEL A.OJALA PE,PLS DATE 939 Main Street (Rte 6A) ID o s w Is'. zo zs FEET - PERT SET-NOT FOR CONSTRUCDOH YARMOUTHPORT MA 02675 W-294 CK 2010.1)WO -e OCE 06-294 ° MICHAEL A. & BARBARA R. DUNNING 7 DB,3250 PG 28 { JULIA CAMPBELL Routo 4q7 TAYLOR PR LCP 42798A loge W DRIVEWAY q - CERT 134668. - 'vmIm. EXISTING Q GRASS 1 GRASS TURNOUT .. 2 LESU &. - >( \ 2 - \ 0 VALERIE HE ILA - GATE 0. OB 7 67 P 272 nre MAP 335 I y - 031 1 If 4019 4S1 44o TEMP TUR OUND / 4A MA 5 / 3 NINO # 7 a5 JU IA TAYL CAMPBELL / jLCP 42798A 440 OOD k M 4 } CERT 134668 — N 1GRASS TURNOUT 2 �c f4 X PROPOSED x OPENING APPROKINATE LA 15 .FOR PARKING(--.`_ TREE LINE PER fi GIS \ MI 1a �---1� Jdo EKISTINO \ DB PROPOSE .48.g 17 :< PROPOSED >( 9 . GATE. _ 13 PARKING POTABLE 12 (DIRT) 1 B WATER WELL I , / PROPOSED. _19 X !_ -17 OPAARRKI N0. p0 O N 10 (DIRT) ______� PROPOSED d O' TEM61.g OPENING Q.TU P UND 9 FOR PARKIN AA / RVq OVERFLOW OUTDOOR DUSTING BARN PARKING MATERIAL STORAGE '.(STORAGE). (GRASS) 21 401 22 ' ROPDSED I Sy . -MAP 335 FENCE I I 'rtr.ea 036 x x ` 'a 335 #116 APPROMMATE 4 5 _ n TREE UNE PER as k SA WN 1 5 crocus IF PO z' 3 ' PROPOSEDEAGLE FLIGHT 2 , •@ ENCLOSURE 4 it � 100)m'GRAV fi O HERBERT G. &' PRD ; x on X W LOCUS MAP . MA C. CARROLL RAP I - 2e _ DB 12 PG 673'. j z ASSES ORS MAP I I = � AS�SSORS MAP 335 PARCEL 80 LOCUS IS WITHIN FEMA FLOOD-ZONE C AS DATED 7/2/199 ON 20(NOT AA FLOOD HUNITY PANEL AZARD ZON) �.a k PROPOSER P OPOSE PROP W\.r ZONING SUIYttYIARY ' RABBIT HUTCH 0 RIR rT DRIYEWA . CLOSURE - ! EXwANSIDN ., ZONING DISTRICT: RF-1 DISTRICT FORT" REQUIRED: PRO% I7flrnwc MM.LOT S!_ZE 43 550 Sr. 194,t r STONE W f/ MIN.LOT FRONTAGE 201 70.44 A / MIN.FRONT SETBACK 30' 50'+ PROPOSED PR D j MIN.SIDE SETBACK 16' 11.3' F l� PROPOSED OPPOSSUM CAGE SO RREI CAGE MIN.REAR'SETBACK 16' >100 qr �9 HOLDING UPESE ...(8'%1B) (g 4) % MAX.HEIGHT 30, t30' PROPOSED 4j�' ' KENNETH V. & - '� TURNAROtBID"r .SITE IS LOCATED WITHIN'THE AOUIFER •¢ PROTECTION DISTRICT DOROTHY,A.•PLACE CA suM 'r`tiLti ..4ti DB 2331 PG 205 (1D'K12) EGE ATE OWNER OF RECORD _ PAOP)SED`ISLAND VEGETATED 1500 GPROPOSAL (2) ISLAND 1500 CAL BENCH MARK TOP N. � �� � SPACE Hzo c OWNER OF RECORD: AT POOL COR. L_ -- TANK 7 HUMANE SOCIETY OF THE UNITED STATES MOEN REFERENCES DRIVE NO 94,0� 2 5 y ..TOO BE R D CONNECTION • 4 - REED BOOK 21403 PAGE.156 STING T HOUSE .• : '•'. ti+ SWIMMING PLUMBING 3 PLAN BOOK 263 PAGE 50 POO SAS LOCATION WILDLIFE Ic PARKING CALCULATIONS: APP / p1A0 �I'f G TER) 8 EMPLOYEES,4 VISITORS . OCCASIONAL EVENT 85 PEOPLE MAX r-` E Itoroo ey �i�o 16 SPACES PROVIDED,ACCESSIBLE ROUTE SH TA NKm eEinnlN 1 14 OVERFLOW PARKING SPACES SHOWN 1 IERF01YL' 59 - 29 TOTAL SPACES PROVIDED(INCL 2 HP) 37 33 LA X. PAOP (BX12') ( Fox LIRE OPOSEb - RGE'WAre WL O,119 .KF. A "Ty- P' OSm ..Wp1 WELL WATER:12'UTA.) GATE (12•XSB') 'Pq T WATER UNE' ..'1 C� PR�OSED SAS FA " TG J (SLEEVE WAN �pRop We GULL APTOR '�� 10.OF SEPTIC �1.- NOT FOR HUMAN CONSUMPTION } suRE (e'zt2) rk w gyCb PM NON-CHLORINATED WATER TO ANIMALS (e'%12) SAND �i OPOSEO HOP _ - AO ACCESS RAMP/ use ; } WALKWAY EXOSTNC 4 DORM. NON-PROFIT WILDLIFE CLINIC& 33 ceoo REHABILITATION CENTER ' REMAIN. EMAIN.Y5TEM TO / R' ' �♦♦ X . .`y. SAS � - ��oP�o PLAN OF LAND "F 700 ORD. ,2 IN SAS X 41•B d¢ • („L ♦'� ' s �CUMMAQUID (BA1,41 BLE), M VEGETATED. INO ,♦� #4011 MAIN STREET (RT. 6A) �♦ PROP '" PREPARED FOR t PROPOSED SKUNK ,4). ENCLOSURE ENGL - CAPE WILDLIFE •CENTER ♦ � . �APR01®1Are ` P OSED LARGE MEADOW POND, INC. DATE: JAN. 30. 2007 TREE UNE PER\ as ON ENCLOSURE DB 2117 PG 245 REVISED: 2/20/07 �� sZ PROPOSED O P LLDWA�ou reR CE m SoGI&1"=30' 30 45 60 .:75 FEET 7777 Yr' ref•`\ xpv OF _ 44)4 .. � A OUALA fm 08 33662--9880 ? CIVIL 133ALA l I "° down. cape' engineering, inc. AL CIIOL ENGINEERS f e,;, 5 t'--G'r ^^ LAND SURVEYORS 939 Main Street - YARMOUTHPORT MASS: OCE OB-' - ae-2"OWC?SOF.DWG(AR0 .:...:�..R�,,,,,.:.....�ko-.,:...... .... ..... _ R ...NApjfjN_ FIRE HORNS.THERMOSTATS,EXIT SIGNS,FIRE CMS TOO TH EO, STATION TOILET PAPER SOAP TOWEL SAN 42`BARS SW ITCHES,WAIL PHONES.WTLETS OR OTHER(TENS TO OTlffR NON• DISPENSER DLWENSER DISPENSER DISPENSER, w�=+ FEATURE WN.LS. •FIELD REVIEW LOCATIONS WRH THE MCHITECT AT THE STAGE WHERE --�— —m-r —tT --�— ht SYMBOL BOXES CM EASILY BE RELOCATED.FAILURE TO DO SO NEWS THE l CONTRACTOR.EMS PROCEEDED AT HIS OWN R6K WHEN DEVICES ARE n,1�I REQUIRED TO BE RELOCATED. ul Pi EFRAN •NO DEVICE SHALL BE LOCATED IN THE CENTER OF A WALL LONGER L BRADLEY THAN V-0•. •PROVIDE VERTICAL ALIGNMENT OF DEVICES. •COORDINATE WITH OWNERS EQUIPMENT AND SUBMIT SHOP DRAWWGS Stew 6mdla,AmhlYem FOR APPROVAL. 100 9ummar BVOBt ENleton,MA 02110.2106 •A.L.IAHDICMPED MOUNT HE10HT'ISTED IN THE"TOILET FIXTURE m I � ELEVATION T 617.306.7100 F 617.305.7199 ACC ESSORY INSTALLATION HEIGHT SCHEDULE"ARE THE PREFERRED MOUNTING HDGMS FOR THESE DEV4Y5.ANY DEVIATION FROM THESE www.ateffla^'oOm HEIGHTS MUST AOMERE TO THE NAM.WLSSACHUSETTS MCNTECTl1RAL ACCESS BOMD,521 CMR AS WELL AS COCRO.TED WITH THE ARCWTECT PRIOR TO WSTALLAl= y s Nome72 . �pI ` w'�aR 48' 42' �I I_ ;N„� NA - NA cwsewaw°c MOUNT 48 48" 48" 48" ELEVATION HEIGHT NA NA 24" 42". 30" 36 MAXIMUM 34"MAX. HANDICAPPED 48" NA I ems 42" MAXIMUM 40 33 MINIMUM MOUNT HEIGHT TYPICPL AT TYFICAI AT TYPICAL - TYPICAL AT TYPICAL AT ALL NOTESN-L PUBLIC .ALL LAVATORY LOCATION ALL PUBLIC LAVATORY WATER CLOSETS - CENTERED OVER HANDICMFED SINK WATER CLOSETS CLOCK MANUAL COAT THERMOSTAT- ME EIM GUISHER VIEWBOX WALL MOUNTED EQUIPMENT CLOVE BOX/ SHARPS DOOR HOLDER HOOK' MANUAL SWITCH CABINET PHONE BOARD BOOTIE DISPOSAL REM OCO'UNOCC DESPENSER . SWITCH - ° SYMBOL RTxxM ELEVATION® �\ -.� \♦ v¢Yeax73 CUOROWA°E LOCATIOtI 86" 74" 66" 48" 44" 46" 48" 54" 48" .4.8" MOUNT: WITH ELEv 1 HEIGHT ' 94' HANDICAPPED Key Plan -__ NA NA NA NA NA _NA NA NA NA MOUNT . - HEIGHT OMRINATE ALL - TYPICAL AT BPCK TYPICAL AT _ TED PENDING NOTES IL HMOICIPPFD NOUNIING A' OF ALL OFFICE PATIENT OWNERXVCHT5 RITX DOORS A D'DOORS TREATMENT' INFORMATION MAAB521 Op6.OP WHERE NOTED ANO REACHWI Seal 7 INTERIOR SCNACE TYPICAL SUSPENDED NOTES+ _CAL.LWATION FOR A V X V ME AL ELECT CONT 1XVI ES T A CONR0. . PLANE AND ti^%PE) OE'/YY:B MAT ME SHO.—S - I ------; HOLDER tK1R3 POPPED) IN ADUFLDITCY ON PLMS �"A 1-M -FROM OUTSIDE CORNER.. FOR A RxiR HNA ODOR MID EV R POSSIBLE INSIDE CORNER cV <c^ I___-_______ ------- THE SICK NUSi BE LOCATED p A WHEREVER POSSIBLE _ _ _ SPEC6IC LOCATION AS PER ADA 0 OF IB'u16TY'O MMRM'QD FROM I p NO,BOM THE BOTTOM OF THE SIGN TOWWE MME MRN . I B° FILE HOLDER TO ACCOMOWTE- . 4 � ALADERroAi/ _ A 1r'X-RAY. I - - VISUAL ii8 - a g I THERMOSTAT . 's3 b S I NJ 8 Ir w watt ' _ N°d SWITCH; PHONE c ffi• n Society ��` Humane S e y of the United _ MA COYPLIIICE $ L ELECTRICA�VISVAL AARY, 2 OUTLET States'- Cape ALL AND COYWRIIGTDN 9. DEVI=ARE TO RE FVSTNI . AT EIEVAnON X0GNi5 r�o:A Gmia.TnorLY MTH Wi,ld(ife Center IXR SIGN'FIRE ALARM LOCATION & ALIGNMENT LOCATION OF CHART HOLDERS AND PLAQUES ELECTRICAL'DEVICES LOCATION & ALIGNMENT 1CD [] 2 2"•1'-D []' 2' 1'-0 —� PmjeL't Number M.I. !i ACCEPTABLE NOT ACCEPTABLE INTERIOR SMAGE 01897.000 NOT TO SCALE /D.pISTA9IE BM 14NGDt TYPICAL SUSPENDED 6 EX 0 WORK BO% __ Dam IBBUe . DUPLE%OR OVAD �{—.- _._.__ _ _ _-1 DAFT% 'q' ; 03-26-2010 DESIGN DEVELOPMENT SNOLE A— -_______-_____-__ OR OVAN ❑ 05-27-2010 PERMIT SET . FIRE EAE TFDE/DATA WOlat . EXIT A.,, . 4 MAX SIGH AAUD� - 101 Lai 00 _ MA(. m' SON:D SFER PATH OO CRNER ORNER COON0ITION r CONDITION 3 . .. DUPLE(OR Q""°""�0,01111� TYPICAL STANDARD DUPLE%TA OUTLET E X D� TELE/DATA OUTLET LAYOUTS PIEPDpID pSTALAnON% _. I PATH ® . LocnnoN of wmp Box T"�®®� 6 WORK BOX LOCATIONS IN WALLS 5 LOCATION OF ADJ.ELEC.& TEI/DATA DEVICES 4 CORRIDOR SIGNAGE W 0 DOORS CONDITION . :qn:­ C.KNr ....... NEW DECKING WAN HADLEY ENCLOSED SHELVING - -- UNIT � - -UTILITY SNK ------- S�a Bwm h1olots WTH Ls� --------- - I - ------- 4 z Boa nn.M-l021A102106HANDWASH 2-6 —MODULAR CAGES-N.I.C. 100 Sum- Street T 617.305.100 F 617.30 S.7199 z z J 1,,—LINE OF LINE 0 1 Notes ­q: CEILING L ABOVE ABOVE L ------------- ---------------------- CIN 2-0 T 81-FOLD IN LIMIT I FOLO%8" FLCOIL IN -ar :NEW OPG R4F NEW OPG EXG KITCHEN INFILL fl--------------------- z. WF EXGUOPC __,EXG OPC BANK OF CAGES-N.I.C. INCUBATORS-N.I.C. to 10'-6" q .. .......... . ............... . ......... . . ... .......... FLOOR AR PARTITION PLAN PLAN LEGENDG>gl�T� SECOND FLOOR PLAN P T'� ALL DIMENIS100TNS CLEAR UNLESS REFER TO AS'l FOR INFORMATION ON WALL T7PE5 OTHERWISE NOTED. CONFIRM EXISTING CONDITION PRIOR TO INSTALLING WALL TYPE NEW WALL EXISTING WALL EXISTING TO BE REMOVED REFLECTED CEILING PLAN REFERENCE SYSTEM Oil Do— U-11TIJRE ROOM I Key P186 J RODM--ER .. . .................. -------- ----- ----------- d_ .......... ill I ..... ..... ...... L Isool 77:31::7� 74 51 ---------------------7-------- -------- --------- ------------------------------ 2 WDI'WDI TPR SP �2 z I 1pRD al I z REMOVE EXISTING Q ­pq: I CO) D _SM_2 �'PR, I SPR,2 SPR',2 SPR',2 SPR',2 00 R7 EXISTING DOOR ...... QL SPR',2 G -71 -------------_-__--__-___-------____II- - ----------------- ------------ - 7 _-FA—FIF E I _'M G 14PI M. 1 tl F 1 JL I ST'IN mane Socie ri FLOORING-1 Hu ty SPR,2 1 JSPRJ2 SPIR,2 �7 --------=4= of the United Cape REMOVE EXISTING States ...... COUNTERTOPS ...... Wildlife Center ................ ....................... .......... ........ ........ ............. ......... ....... ........... ...... Project Number IScale 01897.000 As Noted RCP LEGEND FIXTURE !DESCRIPTION Hate I issue (�)�!SECOND FLOOR REFLECTED CEILING PLAN n2 CEILING THE �?�FLOQR FLOOR REMOVAL PLAN 03-28-2010 _DESIGN DEVELOPMENT G.8 S� e5-27-2010 PERMITSET RECESSED�W/ PRISMAT1C LEM RECESSEE)U4 W1 PRSMATM LENS RECES�D 0— COMPACT FLUORESCENT KOESSIED LIX4 W/PRISMATIC EN,5 I Title WALL MOUNTED SCONSE EXISTING,SELECTIVE WAL MOWTED EXTERIOR SCONSE REMOVAL,PARTITION, ❑ RD ASIR =i4 I SPR 2 30--WDERCABINET LIGHTING FURN&EQUIP PLAN&RCP EAT SIGNAGE C COILING.gG MOUNTEDMiZTRICAL m:jLm'T. Uouu,E6 HOSE REEL Al 02 UP UP UP CI9 o STIFFLAN r .HANDWASH SINK BRAD LEY I N r REFER TO DRAWING --- b L�L4kJRl4 uJro A001 FOR ENLARGED I O _® KITCHEN DDDwAWINGS. CONCRETE _ Nm w , tt I D. w REF FRZRZ` O str R TTe 7.aot�ooT eiieaas.7lea LANOPlC _ N.I.C.,REFER T E P _____O1 _ �.... �.......•JI ,-T-�• www.atefflen.cOm „'.I;. - FLOOR SINK W/,k HOSE ELEC. ID '^+ NOSE ABOVE ABOVEM(TYP) nNotes 1 -, F.D. -.F.D., , . F.D®EC.HEATER J F.. zo ELEC..ABOV —I'. . CONCRETE ABOVE Q ----- , 21LANDING N.I.C..REFER Oe1 ___TO SITE,_,FD., - �' 0PLAN SLIDINGDOORS10,_1° t0._2� 10._p1 OPERABLE — ---------FIXED 0'HD FIXED---------- — ----------OPERABLE O—HD ------ FIXED 0'HD ---FIXED 0'HD I I ------------- -----J I____-_ ---------- ----------------------------------------- ----------------------------------------J Y�LINE OF ROOF ABOVE PLAN LEGEND l DIMENSIONS CLEAR UNLESS 3 FIRST FLOOR PARTITION PLAN OTHERWISE NOTED.. >;1 EXISTING FIRST FLOOR PLAN SoRle,v4°-r-o" •CONFIRM EXISTING CONDITION I sem.:va°-r•a• "' REFER TO A411 FOR INFORMATION ON WALL TYPES PRIOR TO INSTALLING WALL TYPE . NEW WALL . EXISTING WALL - - - ______I -EXISTING TO BE REMOVED REFLECTED CEIUNG PLAN i REFERENCE SYSTEM GDLaIG OETA1 .. 01 REFERENCEIIEY LIGHT Fl%NRE . « DESIGNATION ,�. •. .FR7; _ . ROOM NAME r DESIGNATION Key Plan BOON NIAIDER • : . DESIGNATION CESQ TYPE . . .. DESIGNATION . . CERNG HE1GIrt.. OEaGNAT10N EXISTING ---- ------ - - a.e-� _ ----AWE OF ROOF 1- 1 r- - -----� r-------, I-------------------- -- --------- �—ABOVE.-- --------- --7 -- ----------------- -------- r I I O RD6 O D6D OQRM OO D6D. - UP O Seel oI r-- SPR7 SPR1 SPR7 SPR7 SPR7 '_� 41 TL3 I LINE OF STAR �NO.000T rn I LINE OF STAR ABOVE I o it 0. O I uI ABOVE N I _ CLOT FDN WALL ,� I I FLUSH,WITH III O e ® O I FINISHED FLOOR AT NEW DOOR _ I I: I O O'. O O O LOCATION I o SPIT 4 $PR 4 SPIT 4 ©SPR1 I. $P� 4 OO I ii TRENCH FLOOR FOR I.0 C� �e G 0' E l AO REMOVE NEW FLOOR ORPDJS - - TL3O. .EXISTING ISTING Humane Society I x) O I .REMOVE o �. �. O _____ -- 11 WINDOW _ .WINDOW of the United, .. a G. REMOVE DOORS(TYP)I States - Cape I o $PR 4 $PR 4 SPR 4 I' �O Wildlife Center „ T i II � , I SPIT 4 I - $PR 4 ^ ----------------------------------- 01897.000ef As Noted RCP LEGEND FIXTURE DESCRIPTION Date Issue .. ® - 03-383010 DESIGN DEVELOPMENT' 3%3 CEILING TD.E' FIRST FLOOR REFLECTED CEILING PLAN a"SOFFIT 05.37-3010 PERMIT SET 4 0 Z FIRST FLOOR SELECTIVE REMOVAL PLAN SRole'1/4"-T-0" ® RECESSED 3X2 W/ _ PRISMATIC LENS ® RECESSED 2X4 W/ PRISMATIC LENS REMSORom COMPACT CRESCENT RECESSED® REC A�TCD IWa W/ PRIS® WALL MOUNTED SCONSE Tdo . 4c �L TEO EXTERIOR EXISTING,SELECTIVE REMOVAL,PARTITION, ccc 30^uNDERCAaWEr LCHTWc FURN&EQUIP PLAN&RCP ® E.T SIMAGE .. ® CONING MOUNTED ELECTRICAL CONNECTKIFIAl 0 CEOJNG'MOUNTED HOSE REEL . rooT.aao-Cw._c•a_wm'..GOOo•w W nnwam'va W ' - ey�mbo�uY ma vm y STEFFIAN f BRABIEY S'100 S n B ArchlteoM 100 ummar Street Boemn,MA 02110.2106 07. T.e1T.SOe.T100 F eIT.309.TtDR ' Vwvw.atat0en.com ® WO � � a1 ® MOWS B® WfiffN ® 8 ® COFOOR _ —._._._._. SEGO F 0 .— _.—.—.—.—._._.—._._.—._._._--.—._——_._._.—._._._._._-_.—.—._.—._.—.—._._._.--_--._.—.—._.—._._._._.—._.—._._._._._.—.—._._.—._ .._._.—._._._._._.—._ ' ELEV.-OS'- 7 FRSTROOK —._._._._._.—. T ._.—._._.—.—._._.—.—._._._.—._.—._._._._._._._._._....................................._._._._._._._._._._._._._._._._..._._.—._._._.—._._._._._._.—._._._._._ ....................................................... E1EV.-44-1 R' - ELEV.•44'-, EAST ELEVATION. NORTH ELEVATION 3 Swh'V 4"-I'-0' - 1 Sca4',,.•.Y-0' -_ Dill Fn I] I Key Plan CO 00 ........... —._._...—. eCNO MOOR _-_._. —'—--.._._._._._._._._. -- —._._. — --.—.—.—.—.—.—.—.—.— ELEV.•SS'-f0 .—.—— REV.-SS'-1 - - r— I L_— FOISTRO —.—__._._._.—._—.__—.—.—._ FIRST FL ._._._-_——._._.—._.__.—._._.—._.—.—.—.—.__.—.—.——_.—.——._._._._—_._--.—.---—_-_._._._--.—._.___._._._.__.__—.—.—._.—.—._._._._._._._._-_._._-- LEV.• _.—.—.—._._._----.—.—.___._._._. ELEV.•44•-1 Seal A WEST ELEVATION SOUTH ELEVATION seclm v4^.r-o^ -No.eso� Humane Society of the United States - Cape Wildlife Center Project Number Soele 01897.000 As Noted .. - Date Issue OS-262010 DESIGN DEVELOPMENT 00-27-2010 PERMIT SET rma EXISTING'EXTERIOR ELEVATIONS EX201 EXISTING ROOF TO BE RESHNGLED W/ ARCHITECTURAL B ' - ASPHALT SHINGLES. DAD�YD NEW DOUBLE NEW DOUBLE HUNG WINDOWS - - HUNG WINDOW, SWMan SrodlW Am I- (p•-6"x4'•g").VINYL IT-11"X3'-e••1 1o0 Summer St t - VINYL(TYP) 5oeten,MA 02110.2106 T 617.305.7100 F 617.305.7199 www.9tefean.com R0 A A A A A A NEW SHED ROOF TO N(eea BE ARCHITECTURALJFTT-11NEW OVERHEADASPHALT SHINGLES GARAGE DOOR,Uji - SECOND 0 R INSULATED STEEL - s ._.__ --'-'-'-' ELEv.-Ss•-W c' ----------------------- -TTYPr---'-'--'-'-'— ELEV.- _ NEW AWNING 21 WINDOWS 0 � DO � 0 OD 00 � 0 NEW DOORS, f' 9i DD iD II DI NEW ni ni znl� znl� FIBERGLASS DECORATIVE znl� I BRACKET,(TYP) ni F00 -._._._._._._._.___._._._._. FlRST FLOOR ._._._._._._._._._._._._._._._.___._._._._._._._._._._._._._._._._._._._.-._.___._._._.-._.___._._._._.__-__._._.-------------._._._._._._-_._._._ EAST ELEVATION NORTH ELEVATION 3 Swla.1/4°..p.O. 1 Scde,v1".,•-0" - - • ' EXISTING ROOF TO BE RESHNGLED W/ ARCHITECTURAL - ASPHALT SHINGLES E%ISTING ROOF TO _ EXISTING SLIDERS BE RESHINGLED W/ - 'TO REMAIN.VINYL . ARCHITECTURAL .. ASPHALT SHINGLES 31 - EXISTING NEW DOUBLE CLAPBOARD HUNG WINDOWS - SIDING TO _ (2'-6"a4'-5")•VINYL REMAIN,WOOD - NEW TRANSOM NEW SHED ROOF TO MR1 [F�][E]I WI NDOW BE ARCHITECTURAL 15'-2"X1'-1"1 ASPHALT SHINGLES VINYL(TYP) Key Plen SECOND FL __._._._.. SECOND FLOOR ._ ______ __ ___ _ _- ____________ ____--_----____ _-- ____ _................ ELEV.•55'-10 i' --- ELEV.•55'-10 ii NEW AWNNG NEW CLAPBOARD WINDOWS SIDING.WOOD (3•-0„%2'-0'). VINYL NEW NEW DOOR. DECORATIVE l-- FIBERGLASS BRACKET.(TYP) I FIRSTR00 ._._._._._._._._._._._._._._._._.-.-._._._._...__-._._.__._._._.-._._._._.-.-._._._._._._._._._--.-._._._._._._._._._._._.-._.---__._._.___._._._._._._ ELEV.•44'- .-. ----- _._ ELEV._LO . .-._.-.-._._._._._ -._._._._._._._._._. - $e51- 41 4 WEST ELEVATION SOUTH ELEVATION EXTERIOR MATERIALS SCHEDULE Humane Society of the United Item Material Manufacturer Model Size(W x H) Color States - Cape Exposure to Paint to match Wildlife Center Siding Wood match existing existing(yellow) Double Hung Windows(large) Vinyl Harvey Vicon DH 2'-6"x 4'-5". White PmjectNumber Rule 51 01897.000 As Noted Double Hung Windows(small) Vinyl Harvey " Vicon DH 2'-6"x 3'-S" White roate Ime " 03-264010 DESIGN DEVELOPMENT Awning Windows' Vinyl Vicon Casement 3'-0"z 2'-0 White 09-27-2010 PERMIT SET LHarveyEntry Doors Fiberglass maTru Smooth Star,S608 3'0"x 6'8" White Overhead Doors Insulated Steel y , Grand Harbor 9'-0.1 x 8'-0" White . To match I Tide Trim Wood existing White EXTERIOR ELEVATIONS Landmark Woodscape Max Def Roofing Asphalt CertainTeed Premium Pewterwood A201 r r nLL I I I LJ A DEFLECTION TRACKTr- (2,METAL STUDS � FRECODE"C'GWB T.. SUFFI, • . WALL TYPE CDN5IRUCIION SYST6N - 3%^(zz cw)STEEL STUDS AT � 9flA0LEY f• - "w 18"ON CENTER CONRtR10U5 SEALANT TYPICAL _ METAL STUD AND DRYWALL ��W SOUND ATTENWTION BLAMETTYP ` (BOTH,SDEs)CONSTRUCTIONILL ORAWINO OHD F U D AT"C"GWB I INSTALLATION TO SE IN ACCORDANCE SteHl—Wed Architects WITH"USG'PRODUCT FOLDERS- - 100 Summer Sweet UM-30 STEEL FRAMING SYSTEMS •EXTEND PARTITION TO UNDERSIDE - SA-727 FIRESTOP SYSTEMS OF DECK ABOVE HOLLOW METAL.FRAME TYPICAL. /:l GIP DOOM Boston•MA 02110.2105 S1923 DRYWALL/STEEL FRAMED SYSTEMS L%NM FMNM-vAINRD - TNt]8305.]1CI0 F 01].306.]t98 SA-928 CAVITY SHAFT WALL SYSTEMS dT. - SA-927 GYPSUM PANELS M ASSEMBLIES `� teHlen.00m NAIA Cut!-IW! . •STUD GAUGE AND SPACMC ARE MINIMUM. gOW WOOD BLOpONC FULL � Notes ACCEPTABLE STANDARDS SDi SOUND ISOLATION vIW 'k81p sre ru MET� sEcun[D e FOLLOW STRICTER"USG'REONREMENTS .i DSTUDS E L PARTITION NAc NA 49'A- ' FRAME A+Ctt�TvplCu FOR GAUGE AND SPACING WHERE REDURED BY PARTITION HEIGHT IN ORDER TO INSURE A MAXIMUM ALLOWABLE ' - DEFLECTION OF V 240 " FMECODE"C'GWB 1/4"LM9NATED ' •0 LY OWE VERTICALLY ON BOTH SDES SAV:ETY GLAZING " AND SCREW ATTACH 9"( CEN STEEL STUDS AT _ - Ir-r�¢�P"II Fr-y--I--I-71 , •STAGGER AND FINISH ALL JOINTS TS 16"ON CEMEA � _ � I� 72 3"SOUND ATTENUATION BLANKET SouND ATTENUAnoN - TYPICAL WINDOW HEADER,JAMB,SILL DETAIL INSULATION FIRECODE"C"GWB - - ALL$0UN0 ATTENUATION INSULATION " ' "TO BE SEMI-REFRACTORY MINERAL •EXTEND'PARTITION TO UNDERSDEFIBER MANUFACTURED FROM SLAG OF OEM ABOVE(USG-THERMAFIBER) SEE SWND ISOLATION DETAIL FOR REFER To LLTYPES PLANSV17 WOOD BLOCKING PERIMETER ACOUSTD SEALANT FOR.WALL TYPES O FA •ALL WOOD BLOCKING TO BE FIRE SOUND ISOLATION EW! erc ,gBBD - RETARDANT TREATED SD6 , - - NA� NA - GRiB(18 GA)METAL STUD RUNNER TYPICAL HARDWARE NOTESao efwm � OI/NNEL - . EXTEND LarTAL STUD AND ' SECURELY FASTEN TO STRUCTURE MOVE GYPSUM WALL BOARD(Gwe) ' coNTwuous.sEALART TYPICAL THE HARDWARE SETS REPRESENT A-USTING OF GENERIC .s TYP a3GTH SIDES) - 'HARDWARE,AND IS FURNISHED AS A GUIDE FOR 10-3%"METAL STUD RUNNERS - INSTALLATION PURPOSES ONLY. .. GYPSUM WALL BOARD RUN E" McBr. - • . • cGNTINUOUS THROUGH PARTITION THE COMPLETE HARDWARE REQUIREMENTS FOR EACH AND JIwcTKN HOLLOW METAL FRAME TYPrcAL EVERY OPENING SHALL BE THE RESPONSIBILITY OF THE . DESIGNATED HARDWARE SUPPUER- METAL STUDS - r HARDWARE STANDARDS,INCORPORATING THE ABOVE - INFORMATION,SHALL BE CONSISTENT WITH HVMA • - STANDARDS. ! GYPSUM WALL BOARD(GWB) DOOR - SUPPLIER TO INFORM OWNER IF THERE ARE QUESTIONS DSUSPENo 0 ACOUsnCAL - REGARDING THE ABOVE SETS.ULINGTYP" DOOR INFORMATION . .. TYPICAL HEAD DETAIL 73 SPECIFIC NOMENCLATURE FOR HARDWARE,ACCORDING DOOR(HAND LH/RHR DOOR MANDItH/LHR TO THE OWNER'S STANDARDS,AND PRESENTED IN THE, REFER TO FLOOR PLANS FOR 3,+ p-U'• De mTDI SAME NUMBERED SETS AS ABOVE,SHALL BE FURNISHED - DOOR SCHEDULE DESIGNATION A-1 DOOR SCHEDULE DESGNATION A-2 REFER TO FLOOR PLANS WALL TYPES -FOR WALL TYPES - WITH THE SUBMITTAL FOR APPROVAL 66 • REFER TO FLOOR PLANS KEY MeE f1' IMY lID! '! FOR WALL TYPES' - } DETAIL AT. TYPICAL PARTITION JUNCTION - HARDWARE SETS LEFT HAND RIGHT HAND PARTITION BRACING • .7 4/2'•r-o" [o9lavoz (2)SM(18 GA)METAL STUD CONTINUOUS UNDERME Key PIeO WINDOW ELEVATIONS OF.STRUCTURE TYPICAL PoGTDRE TYVDAL SET# , SET# 2 SET# to"ADD wx1ET CO-Jus g.11ANT TYPCAL LEY SIDE ICY Sme (BOTH WEST Am RooMs pOEMOR Doou RIGHT HAND REVERSE LEFT HAND REVERSE WAM BFMWG _1S eA BALL BFAWNG NINGFB -PARAG!SET O+D CYLINDACAy _1�1/00(SEr DOOR CLASSIFICATIONS -DaoR srov TwBGa"a -msm+las RATING (MIN.) LOCATION MA)UMUM GLASS AREA /f ® _ -CDA HDala pl -ODOR sTDe[vvO0m1 // CquEn e ® 1a0 MINUTES FIRE W ALLS NO GLASS (\\\\111 /7 {— �--� IIITIIIEI��tI {IT--,I�IIII 1'�-'9�I7I SOLD WOOD BLOCKED FULL W MBUTES VERTICAL SHAFTS' 100 50.UI.PER LEAF I--- 201_ HEIGHT OF JAMB SEWRm TO $ET# 3 SET# 4 z HR FRE SEPARATOx wALs/ METAL STUDS z HR.STAi4FRAME ANCHOR TYPICA- WAW SI101NG DOORS tT/ERHEID DGO. HR.STARSFw SAL BFN G HINGES -1.F0.BML BFAEMG HINGES . 1 HR.FUME SEPARATON WALLS Gus-N.PER LEW -_____- HOLLOW IOTA.FRAVE'TYNCIL --CK SET _1LOO(SET 9D ANUSES EXTEPoOR WALs ND(MISS . 74 $B01 DOOR 44 MBNTES EXTEROR WAL9 neS sO.W.PER LEA. ?I.STYPICAL JAMB.DETAILzD MMITES2 W•T-0" ' 00 miD2 a0 MNUTCs I M Dm ENCLOWRES' 100 SO.OL PEHWINDOW SCHEDULE DOOR 4 , FRAME _SCHEDULE d.o. R o. Elevation DoorFrame Letter Manufacturer Model Number Size W Size H) Material Finish a RemarksElevation Elevation Hardware A HARVEY VICON OH 2432 2'-6" 3.51/2 VINYL NONE A EXTERIOR SNAP-0N GRIDSB HARVEY 5'-11/2" V-6" VINYL NONE B EXTERIOR SNAP-0N GRIDSNumber Location Size(W) Size(H) Thickness Material Finish . Type Material .Finish Type Set RemarksC HARVEY VICONDH2442 2'-6" 4'-51/2" VINYL NONE C EXTERIOR SNAP-ON GRIDS101 KITCHEN 3'-0" 6'-8" 13/4 FIBERGLASS NONE PG HM, PAINT 1 2Humane Society D HARVEY AWN31 3'-0" E'-8" VINYL NONE D EXTERIOR SNAP-ONGRfDS 102 LAUNDRY/STORAGE 3'-0" 6'-8" 13/4" FIBERGLASS NONE HG' HM PAINT 1 1 Df the United 102A LAUNDRY/STORAGE 9'-0" 9'-0" 15/16" INSULATED STEEL NONE OH HM PAINT EXIST. 4 , States _'Cape 103 MAMMALWARD 3'-0" 6'-8" 13/4" FIBERGLASS NONE HG HM PAINT 1 1 Wildlife Center 103A MAMMALWARD 9'-0.. 9'-0" 15/16" INSULATED STEEL NONE OH HM PAINT EXIST. 4 104 BIRD WARD 3'-0" 6'-8" 13/4" FIBERGLASS NONE HIS HM PAINT 1 1 104A BIRDWARD 9'-0" 9'-0" 15/16" INSULATED STEEL NONE OH HM EXIST. 4 PAINT104E BIRDWARD (2)S'-6" 6'-8" SID PAINT 3 7 PmIBCt Number Scale 105 BIRD WARD 3'-O" 6'-B" 13/4" FIBERGLASS NONE HG HM PAINT 1 101897.000 1/4"=1'-0'105A BIRD WARD 9'-0" 9'-0" 15/16" INSULATED STEELNONE OH HM PAINT EXIST.' 4 Date lasue 105E BIRD WARD. (2)5'-6" 6-8° SD PAINT j09 2B•201p OESION DEVELOPMENT 106 BIRD WARD 3'-O" 6'-8" 13/4 FIBERGLASS NONE HG HM PAINT 1psn-z9tD PERMIT SET 106A BIRD WARD 9'-O" 9'-0.115/16" INSULATED STEEL NONE OH HM PAINT EXIST. 4 106E BIRDWARD (2)s-6" 6'-8^ So PAINT 3 107 TURTLE/REPTILE WARD 2'-8" 6'-8" 13/4"' FIBERGLASS NONE PG HM PAINT 1 2 107A TURTLE/.REPTILE WARD 9'-0" 9'-0.115/16 INSULATED STEEL NONE OH NM PAINT LXIST. 4 107E TURTLE/REPTILE WARD 3'-O" 6'-8" 13/4" FIBERGLASS NONE HG HM PAINT108 ISOLTION WARD 3'-0" 6'-8" 13/4" FIBERGLASS NONE PG HM PAINT 1 2 Tine DOOR108A JSOLTION WARD 3'-O" 6'-8" 13/4" FIBERGLASS. NONE HIS HM PAINT 1 1 bETA &WWDDW ELEVS, STAIR#1 3'0" 6'-8". 13/4" FIBERGLASS NONE HIS HM PAINT 1 1 DETAILS,&SCHEDULE WALL TYPES 203 'STORAGE 2'4" 6'-8" 13/4"_ . .FIBERGLASS, NONE F HM PAINT 1' 1A 004 TOILET .. 2'-6' 6'-8" 1'3/4" FIBERGLASS NONE F HM PAINT 1 1A �� 207 STAIR#2 3'-0" 6'-8" 13/4". FIBERGLASS NONE HG, HM PAINT 1 1 11 . .. - m+u.GWRtmo_u"._D«-.,u,..cwwoo"'".�P•P...e�,....a"ao • �ISM�.Y o. , wx,ao wnw wz>Jo wzi,o '9, STE`fF '•l I-'� '•1 1''� w27s6 r� Swff.w Bmd Amhltectw ^ ' BOOS° r —————— B MA 02110 etun. .11100 T 017.30�Bn•�mF 01].300.]189' .❑` -'-,., , ', ---_—__---=—ii__---- i •-___ _____--- .. Notes A REF2 ex' 82 9ae" 63a REF FRZ/ ; FRZ nem + 11 ---------- ----- - i, a KITCHEN 1 KITCHEN ------------------=-- 101 w. ------- aw _ _ I 102 ' w36tY-I I- -} I F- `h.. J.�s'•�,,,,, l`, - I---------- a—F- waoaol I" waoaol r" - — — - W I ;'LAUNDRY KITCHEN _____�__� 102A KITCHEN PLAN Key Plea " A sib i•-,•-a•' �/:/% KITCHEN rmsle _ I - _ - - - Seep —, . . NO.sop Humane Society of the United States - Cape - Wildlife Center Project Number Scale 01897.000 1/7=1'-0' • - oete Issue 05-26S2010 DESIGN DEVELOPMENT W2741110 PERMIT SET Title INTERIOR ELEVATIONS A801 PROTECTION OF PIPING(EDITION KE DAMAGE) Lem - PNFPAROTECTION 13-2007 EDITION LISTED FLEXIBLE COUPLINGS SHALL BE USED IN THE FOLLOWING AREAS. P ADDITIONAL alklifil ffi,g� THIS IIE COUPLINGS ARE USED,ADDITIONAL SWAY SPACING WILL NEED TO BE ADDED. THIS S FOR ALL PIPING 2w•AND LARGER. SfEFFU1B A.WIT xIN zb ov HE OP AND BOTTOM of ALL RISERS. BBABLU EXCEPTION-RISERS LESS THAN 3'-W.FLEXIBLE CDUPUNCS CAN BE OINTIED. EXCEPTION-RSERS BETWEEN 3--T ONLY NEED ONE FLEXIBLE COUPLING. I REP LES B.WITHIN 12 ABOVE&z4'BELOW THE FLOOR w MIRnSTORYS116DBTCS g�„Bn�„�E� ❑ ,�= C.ON BOTH DES OF CONCRETE OR MASONRYwN15.CUIIPtmc Nusr BE wRHw 1•oFT q v -- THE WALL 1009mvnv6tsl D.AT OR ITEM BUDDING EXPANSION JOINTS. �'MA'02Ha2106 Tv LL �� E.W,24.OF THE LOP AND BOTTOM OF DROPS TO ROSE LINES.RACK SPRINKLERS, -�� T�130S]100 F MISOS719B ,v`� AND MEZZANINES.REGARDLESS OF PIPE SIZE ❑ ❑ ❑ 17 ❑ O ❑ F. MS UP OF G TOP OF DROPSS PRINKS R,15'IN LENGTH lE)PORTIONS OF 11@ m= —�+'- F.WITHIN SUPPLYING MORE THAN ONE SPRINKLER,15'IN LIEN OF PIPE SIZE DS 37 - G ABOVE AND BEIDN ANY INTERMEDIATE POINTS OF SUPPORT FOR A RISER OR OTHER vDTnuL PIPE �• wares SWAY BRACING {¢/�q�� I.IDNGRUB NL SWAY BRACING SPACED AT A MAXIMUM OF 80'ON CENTER SWILL BE " 30 @ pO O Q' 01R S ® XJ' PROVIDED�µ GROSS TH F �TO SSE BRAG ES WHERE THEY INSTALLED 24"OF THE M.11 S BRACED RACING S2.TALL PI SWAY BRACING SPACED AT A MAXIMUM OF 40'ON CERRER SHALL BE PROVIUEO ALL PIPES RAC AND ERE TH LATERAL BRACING SHNL BE PEIaTHE PI SEMI AS 3IIDNCINOwN BRACES WHERE THEY AAE INSTALLED WITHIN 2C OF 7HE PIPING WHIOH ❑ O ❑ O ,w=w �mwcm S THEBRACEDTO LONGITUDINALLY. .. },THE TOP OF EVERY RISER.EXCEEDING Y.SHILL BE SECURED WITH A FOUR WAY BRACE. THE OISTANCE'OF f-WAY BRACING FOR LONG RISERS SHALL NOT EXCEED 2T-$. VZZ w A MULT6TORY BNLgNG 4 NAY BRACING IS NOT RFAUR+ED ON RISERS THAT PENETRATE 6 DOER[0XATE FLOORS WN�E FUXBUE CWPUIGS ATE LOCATED WITHIN V OF EITHER SIDE � o'• -�� OF TIE FLOOR. . f.PRE'RIBS LESS THAN 12'-T IN LENGTH ARE BRACED Bf-AWA ENT PIPES. SWAY SPACING S NOT REQUIRED ON BRANCH ONES.HOWEVER THE END SPRINKLER . .. .. .. •. ON A LINE SHALL BE RESIItAINED.AGAIN$T EXCESSIVE VERTICAL AND LITERAL MOVEMENT. s-. . .. - 6,SPRG-UPS C-6 AND LONGER SHALL BE RESTRAINED AGAINST LATERAL MOVEMENT. .-.- • .. 7.ALL TOP BEAM TYPE HANGERS SHAL BE INSTALLED WITH RETAINING SIPAPS. .^ SECOND FLOOR • TYPICAL PENDENT SPRINKLER.IT MAY BE EITHER A CONVENTIONAL SPRINKLER ON A RETURN SEND OR A DRY PENDENT SPRINKLER. COHERES AIR PRODUCTS LX)D= RISER MOUNTED _ THIS DETERI.BNATION SHALL BE MADE ONCE THE PUNS ARE COMPRESSOR.MODEL CAN SUPPLC.Y 1 P H.P., FINALIZED. - SINGLE PHASE,I20V.CAN SUPPLY UP RE A OF GALLON SYSTEM AND SATISFY THE REQUIREMENTS OF NFPA 13. 3•MIXING MODEL F-2 DRY PIPE VALVE FACTORY ' INSTALL VERTICAL CONSTANT PRESSURE ALARM 1RIM -'A POTTER PS40-24 PRESSURE SWITCH(LOW PRESSURE) - COR A POTTER PS10-2A PRESSURE SMIRCH(ALARM SWRCHJ • O UP U O' SYSTEM CAPACITY IS APPROXIMATELY XXX73 CATIONS _ 8' D' 3 TO THE FIRE DEPARTMENT CONNECTION KIT HEN j -6 -6 -6 S UP TO THE SECOND FLOOR ❑ SPRtNALER ' I MAIN DRAIN TO TERMINATE TO THE OUTSIDE WITH INSTALL AN I SWING CHECK IN-LINE ANDCONNECT TO 1HE 1Vf MAIN ORA1N.MAIN DPAN '� -- - —— —— '— -- —— - —— --— - ---- f1C A GALVANIZED 45'ELBOW AND WALL PLATE. _ TO TERMINATE TO THE OUTSIDE WITH A OO C T - GALVANIZED 45'ELBOW AND WALL PLATE' 1R7a REP El O O _ SK4 ALL P CONNECTION wm1 CAP,CHAIN 0- SGE AND WALL PLATE. T L,ZlC. 003��0 O E, ❑ ❑ A T VA COAT SERIES C200a DOUBLE CHECK ' ❑ 11V2•MAIN DRAW TO TERMINATE TO THE OUTSIDE VALVE ASSEMBLY. 9-6� / WRIT A GALVANIZED 45'ELBOW AND WALL PLATE (PROVIDE WITH(1)SPARE.PARTS KIT) TU TLE J/ � ' P D E UNDERGROUND WATER SUPPLY TESTED AND Key Plan INSTALLED INACCORDANCE WITH NFPA 13 8 24. ' (BY OTHERS) . FIRST FLOOR RISER' DETAIL 7 - - NOT TO'SCALE SEE THE'RISER DETAIL'FOR MORE WFORMATION .. Seal {1LOF = 4-WAY BRACING 6TEPNEN pL No,4TECn 842 = LONGITUDINAL BRACING r/13110 Humane 0 LATERAL BRACING of he Unitediety TH OP 10 , States - Cape •X`DIMENSION NOT LESS THAN T NOMINAL WN (,M1) 3W PIPE;NOT LESS THAN 3•NOMINAL WIDTH 4•d SrPIPE Wildlife Center MINIMUM'Y DIMENSION OF 2W FROM THE BOTTOM FOR BRANCH' 9.3.6 RESTRAINT OF BRANCH UNES UNM WIMUM IT FROM THE BOTTOM FOR MAN LINES EXCEPTION: XNXMJM .. A HANGER NOT LESS THAN 46 FROM VERTICAL FIRE SUPPRESSION SYSTEM GENERAL NOTES THIS REQUIREMENT SHALL NOT APPLY TO Z'OR THICKER NAUNG - �. M INSTALLED WITHIN T OF THE VERTICAL HANGER STRIPS RESTING ON TOP OF STEEL.BEAMS, ARRANGED FOR RESTRAINT AGAINST UPWARD I.THE FIRE SUPPRESSION SYSTEM ADDITION IS MADE UP OF(1)DRY SPRINKLER.SYSTEM. MOVEMENT.PROVIDED IT IS UTILIZED SUCH THAT 2,WICK RESPONSE SPRINKLERS SHALL BE INSTALLED THROUGHOUT THE PROJECT - Pm THE Vr DOES NOT EXCEED 300,WHERE THE ROD jecLNUlnGar Sale ® SHALL EXTEND TO THE PIPE OR HAVE A SURGE 3.DRY SYSTEM PIPING ZW AND LARGER SHALL BE SCHEDULE 10 BLACK STEEL PIPE WITH GROOVED ENDS AND GROOVED 01897.000 114-T-O' CUP INSTALLED FORELOCKFRTNGS.DRY SYSTEM PIPING Y AND SMALLER SHALL BE SCHEDULE 40 BLACK STEEL PIPE WITH THREADED ENDS AND x 'A=1'-10'MAXIMUM FOR W ATR THREADED CAST IRON FITTINGS.(UNLESS OTHERWISE NOTED) Da� Issue 4.ALL HANGERS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA REQUIREMENTS. e<. 5.THE SYSTEM SHALL BE INSTALLED'IN ACCORDANCE WITH THE MASSACHUSETTS STATE.BUILDING CODE 780 CMR,NFPA 13 03-26.2010 DESIGN DEVELOPMENT a-. THE SDSLMC COEFFICIENT FOR MSSACHUSETTS IS LESS THAN 05.THEREFORE, 2002 EDITION AND ANY LOCAL FIRE OR BUILDING DEPARTMENT REQUIREMENTS } ACCORDING TO NFPAI3-2W7 TABLE 9.3.6.4 MAXIMUM SPACING OF BRANCH LINE 6.ALL CONTROL VALVES ARE TO BE SUPERVISED. OS14.2010 PERMIT SET." .SNG 25-380 UP TO A RESDNG IS AS'FOLLAwS:'. 7.SPRINKLER DEFLECTORS NEED TO BE LOCATED 1'TO 6•BELOW THE STRUCTURAL MEMBERS UNDER OBSTRUCTED OBSTRUCTION. MAXIMUM C PIPE SIZE. '1•PPE=45',ly PIPE=48'.1W PIPE-51%2•PPE-55' B.N AREAS SUBJECT TO FREEZING SPRINKLER MAINS SHALL BE PITCHED AT LEAST U• PER 10' OF PIPE AND THE.SPRNKLER 9.3.65 WHERE THE BRANCH LINES ARE SUPPORTED BY RODS LESS THAN 6 LONG ONES SHALL BE PITCHED AT LEAST IA"PER 10'OF PIPE MEASURED BETWEEN THE TOP OF PIPE PAID THE POINT R SLEW ENT lb THE 9.ADDITIONAL SPRINKLERS SHALL BE ADDED BELOW DUCTWORK•CAT WALKS,GARAGE DOORS AND OTHER OBSTRUCTIONS OVER 4'-Cr WIDE. •I - �� BUILDING STRUCTURE,TXE REQUIREMENTS OF 9.3.6.1 THROUGH 9.3.6.4 SHALL NOT 10.ALL DRAINS TO TERMINATE TO THE OUTSIDE WITH A GALVANIZED 46 ELBOW AND WALL PLATE. APPLY AND pDORKINAL RESTRAINT SHALL NOT BE REQUIRED FOR THE BRANCH LINES. 11.ALL SECTIONS OF•TRAPPED•PIPING SHALL HAVE AUXILIARY DRAINS,SIZED IN ACCORDANCE WITH NFPA 13. 12.THESE PLANS ARE PROVIDE TO OUTLINE THE SCOPE OF WORK AND TO OBTAIN A BUILDING PERMIT OR PERMIT IN PART. A HYDRANT FLOW TEST AND HYDRAULIC CALCULATIONS NEED TO BE PREFORMED IN ORDER TO SIZE THE SPRINKLER SYSTEM. IN ADDITION,ARCHITECTURAL DRAWINGS NEED TO BE COMPLETED TO ENSURE PROPER SPRINKLER COVERAGE.ALL OF THESE WOOD HANGER DETAIL RESTRAINT OF BRANCH LINES OUTSTANDING ISSUES SHALL BE RESOLVED PRIOR TO SUBMITTAL TO THE LOCAL FIRE DEPARTMENT. TNe A n A ELEVATION VIEW 0F7 Fire Protection FP-1 1. OBTAIN EXISTING RECORDS OR DRAWINGS FROM OWNER ILLUSTRATING EXISTING PLUMBING RISERS AND STACKS. DISCONNECT I DISMANTLE EXISTING PLUMBING SYSTEMS FROM PLUMBING FIXTURES OR EQUIPMENT.LEAVE DEBRIS AND 2. PLUMBING CONTRACTOR SHALL COORDINATE ALL PIPING WITH MECHANICAL;ELECTRICAL,ARCHITECTURAL,AND ST STORM PIPING ST Vi %A I DISCONNECTED EQUIPMENT ON FLOOR FOR REMOVAL. STRUCTURAL TRADES,PRIOR TO CONSTRUCTION TO AVOID INTERFERENCE CD CONDENSATE DRAIN PIPING CO 2. DISCONNECTI REMOVE EXISTING PLUMBING STACKS,MAINS,AND BRANCHES FOR FIXTURES TO BE DEMOLISHED.REMOVE 3. PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES,WATER HAMMER ARRESTORS,TRAP PRIMERS,ETC. _ SANITARY WASTE VENT PIPING V BNADIEY I r INACTIVE PIPE AND PROVIDE CAPPED CONNECTION AT EXISTING MAIN. PD PUMPED DISCHARGE PIPING(FORCED MAN PD - 4. PROVIDE AUTOMATIC TRAP PRIMERS FOR ALL P-TRAPS FOR FLOOR DRAINS LOCATED IN MECHANICAL ROOMS,PUBLIC RESTROOMS AND OTHER AREAS WHERE TRAP EVAPORATION MAY OCCUR IOU INDIRECT WASTE PINING M( 3. AFTER WALLS AND CEILINGS HAVE BEEN REMOVED,VERITY EXISTING PIPE SIZES AND LOCATION OF PLUMBING FIXTURES tms�mrer�so� OR EQUIPMENT INDICATED FOR DEMOLITION.VERIFY AND IDENTIFY EXISTING PIPE SIZES FOR FUTURES TO REMAIN. BAN SANITARY WASTE PIPING BELOW SLAB OR GRADE SAN O n,MA 0211OZOO PROMPTLY NOTIFY ARCHITECT OF ACTIVE PIPING TO BE MAINTAINED WHEN LOCATED IN PARTITIONS TO BE DEMOLISHED. 5. PLUMBING CONTRACTOR SHALL CONNECT ALL ITEMS OF EQUIPMENT FURNISHED BY OTHERS AND UNDER OTHER TM yr tmatao F etrarones ST STORM DRAINAGE PIPING BELOW SLAB OR GRADE ST SECTIONS OF THE SPECIFICATIONS,CONTRACTOR SHALL PROVIDE ALL ITEMS NECESSARY TO COMPLETE THE PLUMBING 4. REMOVE EXISTING STACKS AND RISERS LOCATED IN EXISTING PARTITIONS TO BE DEMOLISHED.SERVICES SHALL BE INSTALLATION. ED FOUNDATION DRAINAGE PIPING ED - MAINTAINED FOR EXISTINGPLUMBING FIXTURES IEQUIPMENT,LOCATED ATTHE FLOOR OR FLOORS ABOVE AND BELOW - - THE RENOVATED SPACE. CONTRACTOR SHALL PROVIDE ALL NEW OFFSETS FOR WASTE,WATER,VENT,GAS OR STORM 6. REFER TO ARCHITECTURAL DRAWING FOR ROUGHING DIMENSIONS OF PLUMBING FIXTURES MOUNTINGS HEIGHTS. VENT BELOW SLAB Notes DRAINAGE AT RENOVATED CEILING,PENETRATE THE EXISTING FLOOR,THEN RECONNECT TO EXISTING SERVICES ABOVE - DOMES11C COLD WATER PIPING CW FINISHED CEILING,AT THE FLOOR BELOW. 7. PROVIDE UNIONS FOR ALL PIPING CONNECTIONS TO EQUIPMENT. DOMESTIC HOT WATER PIPING HW . 8. ALL PLUMBING FUTURES AND EQUIPMENT SHALL BE IN COMPLIANCE WITH CURRENT APPLICABLE ENERGY CONSERVATION DOMESTIC HOT WATER RECIRCULATING PIPING KWR CODES. TW TEMPERED WATER PIPING TW 7 S89OI1IOfE 9. ALL PIPING AND EQUIPMENT SHOWN DIAGRAMMATICALLY ONLY.GENERAL ORIENTATION SHOWN IN PLAN AND SECTIONAL FW FILTERED WATER PIPING FW DRAWINGS. LOCATION SHALL BE DETERMINED IN FIELD.MAINTAIN HEAD ROOM AND SPACE CONDITIONS AT ALL TP TRAP PRIMER PIPING TP PLUMBING FIXTURE CONNECTION SCHEDULE TIMES.ALL WORK SHALL BE COORDINATED WITH ALL TRADES BEFORE PROCEEDING WITH INSTALLATION.PRIOR TO sACAAmRY PTLaIBTNC!ff6dTlA'G,fA� CONSTRUCTION,CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES.PRIOR TO EQUIPMENT SUBMITTALS, G NATURAL GAS PIPING(7-W.C.) G AO'SNANlCAL=NrRAmW ITEM DESCRIPTION WASTE VENT C.W, H.W. REMARKS CONTRACTOR SHALL VERIFY EXISTING AND PROPOSED CONDITIONS SUCH AS CORRIDORS,PASSAGE-WAY ROOM SIZES, 90 4rBNYr INLPJSrNAL PARATAT WATER CLOSET ETC.TO ENSURE SPECIFIED EQUIPMENT CAN BE PROPERLY,INSTALLED. G(2 PSQ HIGH PRESSURE NATURAL GAS PIPING(2�0 G(2 PSq trYruou 18 RA own0 WC. 4' T 1/2' - FLOOR MOUNTED FLUSH TANK GV NATURAL GAS VENT PIPING GVfIEXISTING TO BE RELOCATE111 PNoxa(rA1J ss1-feoo PAY:(ralJ 3aJ-9ad1 . LAV LAVATORY(EXISTING TO BE RELOCATED 1-11T i-11T 12° 12" WALL TYPE - 10.-FABRICATE AND INSTALL ALL PIPING IN ACCORDANCE WITH THE STATE PLUMBING CODE,LOCAL PLUMBING CODE, �. ARROW INDICATES DIRECTION OF ROW ' APPLICABLE SECTIONS OF THE BUILDING CODES. GATE VALVE GT FS FLOOR SINK 3' T 12° 112' BOOR MOUNTED C 11. INSTALL PIPING CLOSE TO WALLS,PARTITIONS,CEILINGS,ETC.OFFSET ONLY WHERE NECESSARY TO FOLLOW WALLS,AS �t BALL VALVE BY E.D.E. KS KITCHEN SINK(A.DA) 1-12' i-12° 12" 117 W SHERNTOP INOICATED.PROVIDE ALL NECESSARY FITTINGS,OFFSETS,VALVES AND OTHER DEVISES REQUIRED FOR A COMPLETEC o - IN . DISHWASHER INSTALLATION. DTI GLOBE VALVE GV, ED FLOOR DRAIN(MECH) 4° T - - TRAP PRIMER CONNECTION A GASCOCK GC ED - 12. INSTALL PIPING IN A CONCEALED MANNER STRAIGHT.PLUMB AND AS DIRECT AS POSSIBLE FORM FLIGHT ANGLES p � • HR HOSE REEL - 12° OD7 PRESSURE REGULATOR VALVE - PRV PARALLEL WITH BUILDING WALLS.LOCATE GROUPS OF PIPES PARALLEL TO EACH OTHER PIPE WILL BE LOCATED 70 IME US UTILITY SINK 3° 2' 112- 117 PERMIT ACCESS FOR SERVICE VALVES. $0 MVINGVALVE _ MV WM WASHING MACHINE 2° - 1/2" 12° INDIRECT WASTE TO STANDPIPE 13. CONCRET PADS.PITS,AND FLASHING FOR PLUMBING EQUIPMENT SHALL BE AS INDICATED ON THE STRUCTURAL AND -� - CHECK VALVE CV ARCHITECTURAL PLANS,UNLESS NOTED OTHERWISE.COORDINATE EXACT SIZES OF REQUIRED OPENINGS AND SUPPORTS �*'�d--- _ UNION - SK-1 STAINLESS STEEL SINK(BY OTHERS) 2" T 1/2' 11T - FOR FURNISHED EOUPIMENT. p0 OS&Y VALVE GS&Y SK-2 STAINLESS STEEL SINK(BY OTHERS) 2' 2 112' I/T 14. ALL PIPING SHALL BE REAMED TO BE FREE OF BURRS.KEEP PIPING FREE FROM SCALE AND DIRT.PROTECT OPEN PIPE D WATER HAMMER ARRESTER HA - DW DISHWASHER 2' - .117 ENDS WHENEVER WORK IS SUSPENDED DURING CONSTRUCTION TO PREVENT FOREIGN MATERIAL ENTERING AND CAP ALL PIPE THRU FLOOR PLAN ABOVE OR FIX.CONN.ON FLOOR PLAN SHOWN - - OPEN ENDS DURING CONSTRUCTION WITH APPROVED TEMPORALLY CAPS OR MATERIALS. - D PIPE DROP OR PIPE THRU FLOOR PLAN SHOWN, -31 - 15. INSTALL FULL PORT BALL VALVES ON ALL BRANCH SUPPLY LINES.INSULATE COLD WATER SYSTEMS WITHA MINIMUM I2" PIPE TEE DOWN - THICK INSULATION AND ASI COVERING,HOT WATER.SYSTEMS WITH A MINIMUM V THICK INSULATION AND ASI COVERING. DO NOT INSTALL JOINTS BELOW SLAB. FLOOR CLEANOUT FCO - 16. ALL GAS PIPING AND OTHER PLUMBING SYSTEMS SHALL BE SEISMICALLY BRACED IN ACCORDANCE WITH THE APPLICABLE BALANCING VALVE BV - SECTIONS OF THE STATE BUILDING CODE AND THE NATIONAL FIRE PROTECTION ASSOCIATION(NFPA).SEAL ALL WALL AND D®G-- REDUCE PRESSURE PRINCIPLE BACKFLOW PREVENTER RPPBP ' FLOOR PENETRATIONS AROUND NEW PIPES WITH FIRE PROOF CAULKING. DOUBtECHECKVALVE BACKFLOW PREVENTER DCVBP NOTES: 17. MAINTENANCE LABELS SHALL BE AFFIXED TO ALL PLUMBING EQUIPMENT AND A MAINTENANCE AND OPERATION MANUALS CLEANOUT _ 00 . 1. PROVIDE STOPVALVES FOR EACH HOT AND COLD WATER CONNECTIONS TO PLUMBING FIXTURES. SHALL BE PROVIDED TO OWNER. ] CAPPED PIPE 2. PROVIDE COMBINATION BACKFLOW PREVENTER OR VACUUM BREAKER FOR EACH THREADED OUTLET. _ _. 18. INSTALL WELDED OR THREADED PIPE IN AREAS WHERE SPACE IS CRITICAL BETWEEN FINISHED CEILING AND STRUCTURAL WASTE AND TRAP W&T SURFACE.INSTALL ALL VENTS THRU ROOF IW-0'MINIMUM FROM EDGE OF ROOF AND 25'-0°FROM FRESH AIR INTAKES. _}. - HOSE 8188 HB 19. SUBMIT ALL REQUIRED PLUMBING DOCUMENTS TO LOCAL PLUMBING OFFICIAL FOR APPROVAL THE ENTIRE PLUMBING 'yIS,� NON-FREEZE WALL HYDRANT NFWH SYSTEM SHALL BE INSTALLED IN COMPLIANCE WITH ALL APPLICABLE BUILDING CODES,REGULATIONS,AND LOCAL O W - REQUIREMENTS. AREA 20. IF REQUIRED,SUBMIT APPROVED PRESSURE REDUCING VALVES&BACKF POINT OF C AD LOW PREVENTION DEVICES TO WATER ® AUTHORITY.CONTRACTOR SHALL PROVIDE ALL NECESSARY DEVICES PER WATER AUTHORITY REQUIREMENTS AND A POINT OF CONNECTION TO E%ISTING PIP9VG MANUFACTURER RECOMMENDATIONS. ® REMOVEIDEMOLISH 21. ALL WALL,CEILING AND FLOOR PENETRATIONS CONVEYING PLUMBING,DRAINS,SPRINKLER PIPING,SHALL BE FULLY ABOVE FINISHED FLOOR AF ' Key Plan SEALED AND CAULKED AROUND THE PENETRATING FEATURE TO RESTORE THE REQUIRED FIRE OR SMOKE BARRIER ACCESS PANEL AP ' RATING OF THE WALL,CEILING OR FLOOR PENETRATED.AS AMINIMUM,AT ALL LOCATIONS,A TWENTY(20)MINUTE AVERAGE AVG. FIREISMOKE RESISTANCE SHALL BE MAINTAINED.WHERE REQUIRED BY CODE,THE PENETRATING FEATURES SHALL ALSO BRAKE HORSE POWER BHP BE SUPPLIED AND INSTALLED WITH A MECHANISM OR MATERIAL WHICH WILL MAINTAIN THE WALL,CEILING OR FLOOR BRI ISH THERMAL UNITS BTU -41 RATING IN THE CASE OF A FIRE. CELSIUS °C - 22. PLUMBING OR SPRINKLER RELATED PIPE SHALL NOT PENETRATE INTO OR PASS THROUGH STAIRWAYS UNLESS IT IS CUBIC FEET PER HOUR CFH REQUIRED FOR SERVICING THE STAIRWAY OR IT IS SEGREGATED FROM THE STAIRWAY PASSAGEWAY BY AN ENCLOSURE - CUBIC FEET PER MINUTE CFM SYSTEM RATED EQUAL TO OR GREATER THAN THE REQUIRE[)STAIRWAY RATING. CUBIC FEET PER MINUTE,STANDARD SCFM" - 23. PROVIDE FLUSH TYPE ACCESS DOORS OR PANELS NO SMALLER THAN 12-x12'AND NO LARGER THAN n30'FOR ALL DEGREE DEG Seal VALVES OR APPARATUS LOCATED IN CHASES,WALLS,NON ACCESSIBLE ACCESSIBLE CEP INGS OR FLOOR DIAMETER OIA _- . ELEVATION - ELEV. 24. INSTALL WATER HAMMER ARRESTORS IN COMPLIANCE WITH ALL APPLICABLE CODES.WATER HAMMER ARRESTORS SHALL FAHRENHEIT °F BE AS INDICATED IN THE RISER DIAGRAM.SIZE OF WATER HAMMER ARRESTOR SHALL BE PER WATER HAMMER SCHEDULE FlXIUREUNR. FU AND MANUFACTURER'S RECOMMENDATIONS FOR THAT BRANCH LINE - . - FOOT FT. 25. CLEANOUTS SHALL BE PROVIDED AS INDICATED ON PLANS AND AS REQUIRED.BY THE LOCAL CODES. GALLONS GAL.- 26. ALL ABOVE GROUND STORM,SANITARY WASTE,AND VENT PIPING TO BE CAST IRON SOIL PIPE.JOINTS ON HUBLESS CAST GALLON PER HOUR GPM.IRON SOIL PIPE SHALL BE MADE WITH NEOPRENE GASKETS COUPLINGS AND 4 BAND STAINLESS STEEL CLAMPS.TYPE GALLON PER MINUTE GPM Humane Society DVW COPPER FOR ABOVE GROUND VENT PIPING AT CONTRACTOWS OPTION. HORSE POWERHP of the:United Z7. PRIOR TO INSTALLING ANY PIPING,VERIFY EXISTING OR NEW INVERT ELEVATIONS,LOCATIONS AND PIPE SIZES.INSTALL INDIRECT WASTE - mW - States- Cape ALL SANITARY,WASTE,AND STORM MAINS BEGINNING AT LOW POINT OF EACH SYSTEM AND CONTINUE WITH UNBROKEN MIXINGVALVE MV �. Center '� CONTINUITY OF INVERT.LOW POINT OF EACH SYSTEM SHALL BE COORDINATED WITH SITE UTILITIES CONTRACTOR REFER NORMALLYCLOSED NC Wildlife lien to r TO SITE UTILITY PLANS FOR REFERENCE NORMALLY OPEN.. NO _ NOT INCONTRACT IBC .. 28. UNLESS OTHERWISE NOTED ALL FLOOR DRAINS SHALL FIRED WITH TRAP PRIMER CONNECTION AND I2'TILIP PRIMER NOTTOSCALE LINE FROM AN APPROVED AUTOMATIC OR MECHANICAL PRIMER DEVICE.TRAP PRIMERS MAY NOT BE SHOWN IN THE PLAN VIEW.REFER TO RISER DIAGRAMS FOR ALL LOCATIONS,CONTRACTOR SHALL INSTALL ALL TRAP PRIMER DEVICES IN A POUNDS _ LBS CONCEALED BUT FULLY ACCESSIBLE LOCATION.31.PROVIDE ISOLATION VALVES TO ALL FIXTURES OR EQUIPMENT. POUNDS PER SQUARE INCH PSI FroJed NurtlEer � 29. DRAIN VALVES ON LOWEST POINT OF DOMESTIC WATER RISERS TO BE PROVIDED AS FOLLOWS:1.12'ORLESS-PROVIDE - POUNDS PER SQUARE INCH ABSOLUTE PSIA Date 000 - 12'DRAIN VALVE.2'OR LARGER-PROVIDE 314'DRAIN VALVE POUNDS ANDSQUAREDDRAINAGE I GAGE PSIG �- IsMre - PLUMBING AND DRAINAGE INSTITUTE ppl Date 30. BALANCING VALVES STATIONS SHALL BE PROVIDED AT END OF THE HOT WATER DISTRIBUTION SYSTEM,SIGNIFYING THE THOUSAND BRITISH THERMAL UNIT PER HOUR MBH 034e4010 DESIGN DEVELOPMENT BEGINNING OF THE HOT WATER RETURN SYSTEM. TRAP PRIMER TP 05-1/-2010 PERMITSET VENTTHRU ROOF VTR - 31. PROVIDE ISOLATION VALVES TO ALL FIXTURES OR EQUIPMENT. WATERCOLUWN W.C. 32. ALL WORK SHALL BE PROPERLY TESTED,BALANCED AND CLEANED.PROVIDE A ONE YEAR WARRANTY FROM DATE OF FINAL INSPECTION ON ALL PARTS AND LABOR 33. PLUMBING CONTRACTOR SHALL INSTALL GAS VENTS FOR ALL GAS MANIFOLDRRAIN SYSTEMS LOCATED AT BOILERS OR WATER HEATERS.PRIOR TO CONSTRUCTION,CONTRACTOR SHALL REVIEW THE EXISTING CONDITIONS TO DETERMINE MOST ECONOMICAL ROUTE FOR MANIFOLD VENTS BEGINNING AT EQUIPMENT EXTENDING THROUGH ROOF ' Title PLUMBING LEGEND,SCHEDULES, 'NOT ALL SYMBOLS AND ABBREVIATIONS MAY BE APPLICABLE &NOTES P001 e/un0,o ww ,�.f..,n-vc.,,nre-Pm.-w.b.m sa,.mn.ww el N YNv.f w Bn uvmsv . .. it 1 i. r - sl[mSPe.,mWlwlu[ai . 1989umA 211 00 T 617 N100F 17 • T 8f].9�.1100 F 81].905.]t99 I vHVAe8a1.mm .. \ Notes - 7 S898010 SAGAMORB PA]MHING&ABATING.INC • MBCAAM COMRAL' M 80 mBBEY INBBBTRI"PAP"AY NA MOOSTI,MA 02189 PRONE(781)331-1600 FAX-(78l)331-esw UP ASCT .0 FCO [c r Aci - D E.D.E.INC. 1 PN41P -.. 45WR - _ mmlmiW�[. 2V RRE aYLP TO 1 ®E P.•o9w.wmn P.FOI 1, - 'JWBT y Underground Plan II 2 Second Floor Demolition Plan Key Plan t2CwOROP -10M'FOROP T V, 74 rGON roslWl CONNEOr TO UP' K] TVUP U - 1 TMV ] I.1R'IW-0ROP .. HVACUNR. 6-0 rC UP Yldi ,R'CW-0N 10' C -l<'HN[ aP ]IP N6'l1YJ-0ROPBIXi REFERTO M/PL sN-i NLP UI OROP I... `''UP l.yyyT _ _ __ 4tlV&T . a w,w OPAWINGs 8 TWRV f-0 ]"N-IR 1rlXW-0R� L[ . ACB C � .ONe ,RTM1Ye ....__.....i y[. 12TFl4UP - _ _ _ pry V M -___.__F N-0N S681 �TRO W 1RC14UP r�8 .UpII�� gyp• 1'NAP ri }___ J' rr W 1 Vl ri NR U_ N-0N AW 1 1�� - Vr 7 U T 1 3V' 10 a• a F0 __yy - y1• .. r Prnn[5 ---qqp ,? BT Ir_ - SOP 'sb 6,IEPf H 19 F� 'W T P 1 �P5 HR p.e. I FCO 2'T\YlMI R R N V Gi �SiO3[Lf11�e4 py 2V-RRE 3 A 2 N , TVflI , 0 _ ®EIRAD OETRM ®EiRAO - _ 1 umane Society of the United States - Cape n First Floor Plan n Second Floor Plan Wildlife Center J s. "..,,,�„ N - Projed Number Scale Date Issue Title PLUMBING FIRST&SECOND FLOOR PLAN P101 5I13I1010 CAP.WNlira CUKx-PWmlF9-P,U,_,rt-2M Ib,[.G.,� - c BI W1' I 9h0m@aJdMtllbb .Tama,w10()F ' T et].m3.71m 6Ij17.]mitBO . WNWabibnWm • REPLACE E7STING CONDENSING UNIT WITH NEW CONDENSING IIN17 PROVIDE DEDICATED. O O O O EIIVI►OIIIIIelltBi$)ISZ2111S�'AVa . XHAUST FOR eMoxa�aG lnlo:q RHw.AMb0on.71A OS1M ISOLATION ROOM Ti pNgltma0Fl,Em(e®I>®,14�Wbww�gwl UPe UP i REF. FRZ/ FRZ W C 1\\ELEC. - ELEC.HEATER - 3 p OPERABLE O'HD FI%ED O'HD OPERM3LE 0'HD - FIXED 0'HD FIXED O'HD FIXED 0'HD FIRST FLOOR HVAC PLAN - REMOVE'EXISTING "I Key Plan O O O UP P O ® ABOLINEL.VE OF STAIR - SBaI x BEAT ax� LINE OFSTAIR ABOVE 3� O ABOVE a ROBERTK KEELEY IR w• I hHGFL 4 .0 Q_ O TRENCH FLOOR FOR _ 5. O ® (]. 0' Qa Q QQ Q' REMOVE - NEW FLOOR DRAINS EXISTING REMOVE Humane Society O ❑ a O' WINDOW - 0 � EXISTING of the United OrM i WINDOW . REMOVE DOORS ITYPI States=Cape 0 0° Wildlife Center Pmjeect Number Scale 01897.000 ' As Noted Dam ° 08-26-2010 DESIGN DEVELOPMENT FIRST` FLOOR REFLECTED CEILING PLAN FIRST FLOOR SELECTIVE REMOVAL PLAN 05252010 PERMIT SET . . 2 Scale:,,. ,'-0" rl» FIRST FLOOR ^ M HVAC PLAN M101 I � e• '-•at+a .: _ .. .......... STIMAN BRADLEY `NEW DECKNG\ - - `ICY/DECKING\ O Sle�neteaS w lk..' i ,M erSeoat d- • � T 61T.]06.T100 F B1T90flT180 , . I. q vaait0fll�mn - I t cc � Environmental Systems,Ine. 21 ra lemlvsama,vmaanaml.as.........y.aa M , SECOND FLOOR HVAC PLAN 31 1,. .-.. ... . i - �: ---- ---------- Y 3 p 3 p ,�. Ke Plan - e41 Wo ❑ ❑ ❑ ❑ o � o ❑ Wo' cl o Z z o El® ® O� REMOVE EXISTING REMOVE EXISTING ♦n as OOR DOOR S�1 �'Roe L �°'� �• 0• Q' .'- ELL.y�� ... O .. KELL Q., ' EXISTING ❑ ��I ❑ ..., �•• � ' � REMOVE .. E .. FLOORING . . ... ..: ., EMOTE EX STIN ' .. _ OVN P Humane Society o e ited . States Wildlife Center 01897.000I As Noted Date Fi.. SECOND FLOOR REFLECTED CEILING .PLAN SECOND FLOOR SELECTIVE 'REMOVAL PLAN D2-2920,D DESIGN DEVELOPMENT 2 Scak Va^.rq^ scma ve••.r 06-2S-2010 PERMIT SET rn� SECOND FLOOR HVAC PLAN M 102 I mrwrn.a. OUTDOOR AIR PERFORMANCE EXHAUST AIR PERFORMANCE .t.UN VUNw.IUN� w- Lt(itNU SCHEDULE iQR TYPE. "'DIN SUMMER WINTER SUMMER aUrru U w,wna c mw� OPERATING NOTE(5) �r ffil I I /B-BLOW PATIEFW QN TAG SFIMCE/LOCgRON MFG'R MODEL ES.P. FAN MOTOR CF1A ES.P. FAN MOTOR OUTDOOR INDOOR OUTDOOR INDOOR V/O�MCA MOCP WEB SIDE wry 11EL1STFRYGRIL. NECK SOE ® CFM QN W.G.) RPM HP DN W.O.) RPN HP DB WB DB RHR DB WB OB RH[ CM OB C� WB C� CFM DB C� Y/B CF) SfEFFlAN SUPPLY-REURNAXNAUST CFY DIbTN0. ERV-1 AHU-1@3A CEILING GREENHECK, MINK-750 800 0.5 1.509 1 J 800 0.5 1509 / 3 91.0 74.0 72.0 50.0 S.D 3.1 720 40.0 800 78.9 I,2 i 800 SAB 47.0 113 18.3 25.0 250 + pppp�l DEB CDs . ERV-2 AHU-2&4 CEWNG GREENHBT;K MINA-7S0 800 OS 1 509 1 J 800 O.S 1 S09 1 3 91.0 74.0 72.0 50.0 5.0 3.1 720 40.0 800 7&9 84.2 800 54.8 47.0 713 18.3 23.0 250 + (, - St�wI BIeWeYNdim z ®-- ® RETURN ....., 6mbR MA Op„U2108 Ee®wl T 61r.706.r+00 P E,r�.71BB' NrwAOBw.oxn EXISTING EXHAUST GAS FURNACE WITH DX COOLING COIL WAY 4-WAY RELOGTEO .. . CO 2-WAY 2-WAY 3-TONER BLOW 81AW PATTERN 1 SLAW PATTERN BLOW DIFFUSER .. PAREON(S-//C) (S-B/2) (S-A/3) PATURN (RE&M.ANCEO) SUPPLY FAN DATA TOTAL ID% 'F �T OATANO. OWES HEATING CAP TURNDOWN� I� TAG SERVICE/LOCA OPERATING RON NFG'R MODEL MIN CA E.S.P. TSP- FAN MOTOR ELEC. MBH MEN WU(9R © -NEW THERMOSUT CFM (CFM) (ZV.G.) YN.Q) RPM RPM BHP HP 0 1150 ON 08 1&6 485 C2 BIR P8 INPUT OUTPUT 4 S V/0 (185) OTES)sr K7EILNcHVAC GENERAL NOTES: HU-2 1sr q2U AHU-3 2ND120 1 1. 2 .Q-MPoOmHNFFAFIU-4 2ND MECN.RM, - 1.0 ORKNINGS ARE DP MATC ONLY:FINAL ROUTING OF OUGWORK.PIPING AND EDUIPMENT LOGTmNB SHALL BE OEIERMMED IN THE FIELD. AODMKRX OFFSETS.ELBOWS,EEC.,SHAD.BE PROVIDED AND IN51)LLED WITHOUT ADDITIONAL COST 70 THE OWNER. TIT NOTE ONE 2.0 ALL DUCIWORK SNALL BE CONSTRUCTED AND INSTALLID IN ALCOIIRANCE WITH THE L UST..EDITION OF SMACNA STANDARDS .- 3.0 VOLUME DAMPERS SRALL BE INSTALLED AT ALL LAW PRESSURE SUPPLY,RETURN AND E%IWST DUCM'ORK BRANCH TAKE-OFF& - 4A WWWW SGE OF Nor WATER SUPPLY.NOT WATER RETURN AND CONDENSATE DIAN PIPOKN SR L BE 3/4'UNLESS CIMERWIISE NOIED. - - FANS ' 5.0 THE M/!C CONTRACTOR SHALL COMODUTE ALL EKECRICAL AND PLUMENO'REQUIREMENTS WIN WE ELECTRICAL AND PLUMBING CONTRACTORS FAN ESP. FAN DRIVE FAN MOTOR MOTOR ELECTRICAL OPERATING 5.0 REFER TO ARCMIECNRAL REFLECTED CDLINO PLAN.FOR.f91AL LACADONS OF IRFlR15ER5,REDI.9IETS AND,GRILLES TAG SERVICE/LOCARON MIT;R MODEL TYPE CFM ('W.G.)DISCHARGES TYPE RPM RHP HP AMPS V/m PBACKUR �D (LB'WEIGS NOTE(S) . .. 7A SMOKE DETECTORS PROVIDED BI OTHERS,.INSTALLED By.SNEEINETA.CONIRACTOR-AND WIRED BY OTHFA& - _. EF-1 VIOLATION CEILING _ _ _ _ _ _ _ _ _ _ _ 120 1 NO NO - 1 .. .. .. EF-2 RESTROOM CEILING _ _ _ _ _ _ _ _ _ _ _ 120 1 KO NO - 2 &0 THE AUTOMATIC TEMPERATURE CONNOL.(ATC)CONTRACTOR SWl COORDINATE TNERMOSIOU LDGiWR9 WITH THE ARCHITECTURAL ..' .' FURNITURE PUm6.THDBIOSIATS SHALL BE INSTALLED 54'ABOVE FINISHED FLOOR(SEE.REOAIVBLl7 AND 48'ABOVE THE FLOOR FOR FORWARD READIED LIOGTIONS WHEN ACCESSED FROM A WHEELCHAIR - '' .. 0.0 ALL WAD WORK SHALL BE IN ACCORDANCE WITH APPLICABLE FEDERAL STATE AND LOCAL CODS. 10A ALL HVAC EQUIPMENT SNAL BE INSTALLED IN ACCORDANCE WITH THE M ACURER'9 RELOLORm1110M 5... ... .. _ A I I.0 FIRE DAMPERS AND ACCESS PANELS SHALL BE INSTALED'AT ALL FIRE-RATED ASSEMBLIES AND FLOUR PEI�lRAm016 RUED TO ARCMRECUNA. DRAWINGS FOR ASSEMBLY LDGTIONS. .. .: . 12A TRANSFER DUCTS W FIRE FATED PARTITIONS SHALL BE INSTALLED m WITH FIRE DAMPER& FILTER HOUSING WITH HEPA FILTERS r 1&0 60UDONS VALVES SML.BE DISIAEED IN SUPPLY AND RETURN PIPING ON EACH FLOOR.AND IN BRANCH PIPING SERVING MORE THAN ONE - - PRE-FILTER PRE-FILTER PRE-FILTER FINAL FINS.FILTER FINAL FILTER FINAL FILTER OPERATING - PIECE OF EQUIPMENT. TAG SERVICEtWCANION MFG'R MODEL CFM P.D.CLEAN/DIRTY EFFICIENCY QTY®SIZE WxH FILTER P.D.CLEAN(DIRTY EFFlGENCY FINAL -WxH WEIGHT NOTE(S) IN W.G. SIZE N STYLE N W.G. R SIZE IN Ln 14.0 SHUTOFF VALVE SOUL BE INSTALLED IN THE SUPPLY AND RETURN RPM TO ALL'EQUIPMENT TO A1AN TOR SER G. UNIONS OR FLANGES FH-7 CAMS FAIR 1,800 0.2 0.75 SD 1.1 2.0 99.98 - - - - SHALL RE ARRANGED SUCH THAT EDUIPMENT GN BE SEWACED WIIHOUI CUTITNG AND MXMD DISRUPTION OF PIPING SERVING THE EQUIPMENT. _ - FH-2 - CAMFlL-FAIR - 1 800 0.2 0.75 30 HEPA 1.1 2.0 99.99 1._ ..,. (3):PROVIDE WITH MAGNEHEUC GAUGES FOR USE IN DETERMINING FILTER CHANGEOUT SECONDARY AIR HANDLERS TAG SEINICE/LOCATION MFG'R MODEL CFTd WEIGHT NOTE(S) . OPERATING . .... .-... ... r ESP. DINE FAN- MOTOR MOTOR FLED. - .. .. (-N.G.) TYPE RPM BHP HP V/0 (LB•S SAH-1 AHU-1 CEILING DELHI 1 00 20 BELT - - - 120 1 - 1 SALT-2 AHU-2 CEILING DELiHI 1 20 BELT - .. .. .... . .. ... ... .. _ .. (1);PROVIDE WITH - FAN POWERED EXHAUST HEPA FILTER 7 a^ - Key PI - .. .. .... FILTER ELECTRICAL OPERATING . TAG.SERVICE/LOCALLON MFG'R MODEL CFM SIZE FIDE EFFICIENCY RPM HP MGM V/m WEIGHT NOTE(S) LB'S 7PT-1 -CEIUNG DONALDSON HHJ 1,000123 S 8 X47 5 8 HEPA 99.99 800 1 3 115 1 100 t, 2 e FPT-2 -CEILING DONADSON HHJ 1,000 23 5 8'x47 578 MFPA 89.99 800 1 3 113 1 100 1. 2 - (2,- See] F ROBERTK . AIR COOLED CONDENSING UNITNLEY' " NOM. NO. REFRIGERANT ELECTRICAL OPERATING TAG SERWCE/LOCARON NFG'R -MODEL IONS MBN CIRCUITS 7YPE (V/0) MCA NOCP WEIGHT NOTE(5) .. ... S - CU-1 AHU-1 OUTDOORS _ _ _ _ _ _ _ _ _ _ 1. 2 . .. .... CU-2 . CU-S AMU-3 OUTDOORS _ _ _ _ CU-4 AHU-4 OUTDOORS _ _ _ _ _ _ _ _ _ _ (1). 2 - Humane Society 2a- of the United . States- Cape Wildlife Center REGISTERS, GRILLES,AND DIFFUSERS '...: ....:... - NECK CORE/ TAG 'MF'G'R MODEL RPlVr.E SUE OPEN14G MOUNDNG D6CR�TION NOTES) ... SITE IN S-1 KRUEGER SH 0-110 6'0 9x9 T-BAR LAY-IN FRAME 23 2x2'LOUVERED SUPPLY DIFFUSER 1 2 4 - PDJectNumber: S� .. S-2 KRUEGER SH 115-210 B 0 I2x12 T-BAR LAY-IN FRAME 23 2x2 LOWERED SUPPLY DIFFUSER 1. 2). a 01897.000 AB Noted S-3 KRUEGER SH 215-325 100 12x12 T-BAR,LAY-IN FRAME 23 2xY LOUVERED SUPPLY DIFFUSER 1 2 4 w .. S-4 KRUEGER SH 330-470 12"0 15xI5 T-BAR LAY-IN FRAME 23 2x2 LOUVERED SUPPLY DIFFUSER 1. 2. 4 S-5 KRUEGER SH_ 475-640 14 0 18x,8 T-BAR.LAY-IN FRAME 23 2x2 LOUVEREO SUPPLY ODTUSER 1 2 4 Da S-6 KRUEGER SH 645-830 16 m 88.18 T- LAY-IN FRAME 23 2'xz LOUVERED SUPPLY DIFFUSER 1 2 4 03.26-2010 DESIGN DEVELOPMENT ... .... S 1 KRUEGER 6600 0 110 B m N/A T BAR.LAY-IN 2x2 PERFORATED SUPPLY DIFFUSER 1 2 4 S-2 KRUEGER 6600 115-210 B 0 N A T- LAY-IN 2x2'PERFORATED SUPPLY DIFFUSER 1 2 4 OS2S2^70 PERMIT SET S-3 KRUEGER 6600 _215-32S 10'0 N/A T-BAR LAY-IN x2 PERFORATED SINPPLY DIFFUSER 1 2. 4 S-4 KRUEGER 6600 330-470 12 0. N/A T- LAY-IN 2x2'PERFORATED SUPPLY DIFFUSER 1 2 H. ' S-5 KRUEGER 8800 175-610 14 0 N/A T- LAY-IN 2x2 PERFORATED SUPPLY DIFFUSER 1 2 4 _ S-6 KRUEGER 6600 848-&TO 18 0 N/A T- LAY-IN 2x2 PERFORATED SUPPLY DIFFUSER 1 2 4 KRUEGER S580H 0-200 axe NIA SURFACE MOUNT E%mWISf GRILLE 1 2 4 - .. .._.:....':. E-2 KRUEGER S580H 2O5-300 10x10 NIA SURFACE MOUNT EXHAUST GRILLE 1 2 4 -_ E-3 KRUEGER S580H JO5-450 12x12 N A SURFACE MOUNT EXHAUST GRILLE 1 2 4 E-4 KRUEGER S580H 458-650 14x14 N A SURFACE MOUNT EXHAUST GRILLE 1 2 4 .'....." ...:. .. .. E-5 KRUEGER S580H 855-850 1fix18N A SURFACE MOUNT EXHAUST GRILLE 1 2 4' E-6 KRUEGER S580H BSS-1.100 18x18 NIA SURFACE MOUNT DNAUST GRILLE 1 2 4 TiUe ... .. E-7 KRUEGER S580H 1 105-1 00 20x20 N A SURFACE MOUNT EXHAUST GRILLE 1. 2. 4 E-B KRUEGER 5580H 1.305-1.800 22x22 N A SURFACE MOUNT EXHAUSE GRILLE 1 2 4 HVAC . .. -_ SCHEDULES&DETAILS " ... _ .. (1):DAMPER IN BRANCH - (2):VERIFY DIFFUSER BLOW PATTERNS WITH CEILING DIFFUSER TAGS . . (3):PROVIDE WTN OPPOSED BLADE DAMPER M301 4:ALUMINUM .. . : ., - rvx ao4Pbm.P4a4P.Fa^aPxvAvmAPx�aww�m UP EW HANDWASH SINK UP UP. I 4 ISW f� O NNW/ b 1MdWN>� F.D. R R Z/ FRZ - Toftoofthoifto ones m7Y HOSE•El m ABOVE(TYP) F.D. . • NEW OOR!, �'� NEW DOOR ANDSOM @ TRANSOM 7 . WIHDOWB . F.D. _ C3.4 BS.B IYINDDN H C: C C C'. G GLYNN FD _ F.D. _ ®I®CtrIC ❑ •� •I • ID • Bt•2 F.•D. m 1O O U1R17Y. I '4\ � B9. SINK W/ G HEATER aBovE C HOSE ABovE T1 FOOw10tPd . I Pyn o^MA07800 FA^ 000.7324M ® a SUDIN • P1Meso�aaaeea4 ® I ELEC UPDATES: 11'-3T' 10'-Y 10'-24' 10'-2T' 10'-1' W-37' in Ll 05/13/10 OPFRABIE O'Im FIXED 0'HD OPERAME 07/D FUDID 0'HD FOLD WIND FDnIED 011D - - EXISTING FIRST FLOOR PLAN 3 FIRST FLOOR PARTITION PLAN 1 Teme,pS'_,•-w S�//4'-1-W• REFER TO A511 FOR INFORMATION ON WALL TYPES RCP LEGEND FIXTURE DESCRIPTION B Do SOFFIT RECESSED 2X2 W/. PRISMATIC lENS RECESSED 2K4 Wi PRISMATIC , . - s O- COMPACT FLUORESCENT PFUSMATtc LENS . - D WALL MWNTI•D SIXNSE WALL MOUNTED EXTERIOR ^ t SCONSE 301 UNDIERCAMNET LIGHT! ENT SIONAOE ., . - . - - • CEX1N0 MOUNTED EIECTRI . .. CONNECTION REMOVE EfO5DN0I'P B CDUINO MOUNTED HOSE R ABOVE - 3 S � DUPLEX RECEPTACLE. $ ® 3 QO RDBD� 6D� ® ® ;�RD6D® D6D, UP 6 1 POLESWIDIi . SPR14 SPR14 SPR14 �.. SPR14 .SPR14: - .. $3 s WAY srerWN . TWO - - CESINO MOUNTED WAD R AO ® SO VIA LINE OF START TIME LINE OPWAIR - - ABOVE IIIIIIhNI11III a 0 6�I Ida CLOCK MOVE LUJ En :fl ` ® b b - -c EC D c -O c. b ©EC Vik.TIME. - ° � o - o o � o c S SPR 0 SPR14 Fff CLOC 7RES101 FLOOR FOR RF]IOVE NEW Fl.WIXt DRAINS > WINDOW D Humane Society D o o b ® WNDOW VMDEXIOW of the United b b 0 REMOVE 000Rs ) States-Cape © of 0 D o b SPR �R SPR Wildlife,Center m R 01897WA0 EAnNDIBdd M - ID* rl . 03m0dM0 DEMON DEVELOPME . - OR440MO COKSTRU6M DON. 4 FIRST FLOOR REFLECTED CEILING PLAN FIRST FLOOR SELECTIVE REMOVAL ,PLAN \' Sv 1/4''-1'-0' .. .. 3cdr 1/4'-,1•_p'. .. - EXISTING;SELECTIVE REMOVAL,PARTITION, FURN&EQUIP PLAN&RC 101 ............ ........... -,NEW DECIONG `NEW7=: .......... ...................................... ........ ...................................... DECIONG .......... I A wig LORI 00, AIM* baft6laka TWA ct F IM�MM'" z 1() C� C.' 6b • A F79 .0 OL"NO cs electric ii RL T. a0B.'324M 10`-6" 3`11" ELEC UPDATES: R=01118-732411113,111 ....... ...... .............................. ................ .......................... .......—11 ............I.............. ............. 05/13/10 .......... ............ ......................................... ........................ .................. .............. .................. ....... SECOND FLOOR PARTITION PLAN t7\1EXISTING SECOND FLOOR PLAN REFER M A511 FOR INFORMATION ON WALL 1111PES RCP LEGEND FIXTURE DESCRIPTION 2X2 DEMO TILE • [3 RECESSED PRISMAUC N.W/ RECEMD?&W/ P�AZC RECEMD&&&CEMT COMPACT ITS W/ PRMAUC LENS WALL MOUNTED SCONM WAU-MOUN EXIEFUOR SCOM ]0'UNDERCABINE T UOH7 T SGNAGE OMOUNTED ELECTRI NECT� ....................... ........... 0 CGUNG MOUNTED HOW A ......................... ........... DUPLEX RECEPTACLE 1 POLE S"ItH .................. Ste' ­41 $3 3 WAY SWITCH D� 4.. CEMO MCUMED CUM F JOA KqRw gEn wo �M 2 Food 'Ell (D El 0 z z SPR2 SPM 2 SPR2 I r SPR22 SPR22 SPR22 ORDI MOVE EMT.. REMOVE EXISTING D= (DRD6 —iPRM R.D (D EC REMX�_ :Humane Society EDSTGE. 01 RIN. 14R SPR22 SPR22 SPR22 of the United OVE EXISTING States-Cape EETENTW NG Wildlife Center ............................ .............. ............. ............... .............. ............ ........... ........ ................ ............ ................... 01w.000 As Noted 011,211,20110 DESIGN DFAMOM SECOND FLOOR REFLECTED�C CEILING L�IN IG PLAN (n'\-SECOND FLOOR SELECTIVE REMOVAL PLAN • commomm MIN EXISTING,SELECTIVE REMOVAL,PARTITION, DDRM FURN&EQUIP PLAN&RC CUtlNTf ,IF E102 NOTE: SEE ENTRANCE AREA DETAIL ON LEFT FOR CONTINUATION # 4005 \ / MICHAEL A. & MIATCH LINE BARBARA R. DUNNING MATCH_LINE �\ \� / \ DB 3250 PG 28 ' / I I MA�k35 Route 6 \ 46.E - (. 1 ° \ JULIA C MPBELL 03045s --wf ;77 A�sAX. TAYL - 466 # 4027w MHB FND. I LCP 4W - w / � CL REARI / I CERT13 668HELD I I I \\ p M H B FN /CL REAR / / I \ - - - \44 \ I \ �, \ HELD METER R. / I \ EW13 _ `� \ \ PIT IW/' / / \ I \ \ PPROX. \\ 1 � MAP 5 Ew1 \ \\ \ � �1 sas � \ \ 7 # 40074 ` \ A \ / \ \ V d 1 031 / / \ \ ',9 , \ APPhOX.L \ \ \ � - 4019 _ _ I asX/ o // \� � "III�` / � I I LESLIE / / \ 1 \ \ \\ EW11 EW6 \ \ I VALERIE H MMILA / 1 \- \ EW \ 59. 3 I W 2 I /\ I � / DB 716 PG/272 \ / I 1 �� 39 0 I _ \ \\ // rn 1 I 70 ' �I \ / 1 \I I \ II \\ I EW11 DELINEATED -I \\ ) I / m �J t�AP 335 o I \ m EW10 X / \ 0 14g•o 065 CONSULITYN I \ o EW5 B.V.W. DELINjA/fED / / 1 / # 37 _ \ o BY HAM YN / / / (9 SST I I 1 \ \ I \ N CONSUL PAC /� �-` I I I 1 \ \ EW \ / I EW9 EW4 // � 43s I I I 1 \ EW3/ EW 45 1 I �/ I \ \ \ / MAP 335 / I / \ 032 ,I # 4005 \1 \ / V - - \ / i ' / / jl II l\ \ J EW5 / EW2 EW1 MICHAEL A. & MIAT_CH_LINE14 /r _ ` \ \ �/ I I \ EW8 - f-- - - \ / BARBARA R. DUNNING MATCH LINE I I _ EW6 _ i DB 3250 PG 28 � / I I MA� 35 3\ EVV7 / °o \ I I JULIA C MPBELL 030 \ 14PROX. I TAYL 48 6 # 4027 / I \ \\ // �0.00' 1 I SAS I LCP 4 I I I I \ \ / 1 L _ , _ CERT 13 668 - I _ J *• 11 J \ \ - - - 48r - 47 j o o �•_- - - - 4 Q \ I I I EW13 _ \ \ \ I I X , - 45 / _ 3 ; /� � � 44 // i I o j ��530 MAP A066 35 I /o I ( X / X�� -- 37 I I \ I 142 36_ I ENTRANCE AREA: I I I 1 - -- -- , x 4,- I 1 I 1 Ole 15 ! r------- I - I - 0 15 30 45 60 75 FEET / I 1 I� ---14 16 ! 1oQ .IJ��'SEA -_34� / I I I ---- ----- I 13 So 20 I 30 0 o I '� 49.3 / 101 L------•-� 1 \ / -T-X. 9 to \ � - � �� <' 1 � z MAP 335 1 / 8 zoo , ' ' v 06721 \ I 2. X <�'A \ o / I 1 � / BARN ,,22 (2 KENNELS) <' �. ,� I - _ _59- 9- 13 �� 23 � o Fx / X X EAN OUT (TY, X \ 49. ` ' `x I 25 \ / MAP 335 TA x 060 # 4011 27 RT. ', 50,2 I %•� 482 - - - - - - - ��\ \ \ ` SA OL`AT o P-ER OWN 4.47t AC. m / i 28 / \ / II � 29 04 - �P LOCUS � / s0 MAP 335 I - I \\ l I Q 0 16 I I \ m J ' I /i FLAX POND 2 I - _ HERBERT G. & - _J • APPROX EXISTING W�1iR S RVICE LF. o C / f MARY C. CARROLL z m � c� � 1 I 1 / MAP 335 z - - _ - - \ / \ DB 1291 PG 673 cn l l ' / 068 EI�N 4 SEW R LOCUS MAP 3� SLOPE � / / J s2. \ I `"/ SCALE 1"=2000'f I \ \ \ \ \\ \ I \ / 116•17 ,�I /� z ASSESSORS MAP 335 PARCEL 60 4.47 AC. 52 \ I 1 LIMIT 6F WORK \\ \ \\ .2 \ I I / /X �/ I LOCUS IS WITHIN FEMA FLOOD ZONE C \ 1 AS SHOWN ON COMMUNITY PANEL #250001 0001 D CAUTION: /EXISTIN DATED 7/2/1992 (NOT A FLOOD HAZARD ZONE) j \ \ 0 LIGHTING CONDUIT / I / ZONING SUMMARY \ I / ZONING DISTRICT: RF-2 DISTRICT - _ EWER L11NE TO BE / REQUIRED: PROVIDED: \ i N SLEEVEDI 10' EITHER // MIN. LOT SIZE 43,560 S.F. 194,672 S.F. SIDE OF IWATER LINE / MIN. LOfi FRONTAGE 20' 165' F CL AN OUT (TYP) MIN. FRONT SETBACK 30' 50'+ MIN. SIDE SETBACK 15' 11.3' l MIN. REAR SETBACK 15' >100' 6 MAX. HEIGHT 30' <30' SITE IS LOCATED WITHIN THE AQUIFER PROTECTION ON DISTRICT CANOPY - - TREE 67 7 - - OWNER OF REC ORD M - / 6 OWNER OF RECORD: HUMANE SOCIETY OF THE UNITED STATES - � _ REFERENCES RENCES 'll i MCCUEjCO�K- � KENNETH V. & CARROL McQUE / \_3,8 pJ /°� // /� DEED BOOK 21403 PAGE 156 FMLY. \ O PLAN BOOK 263 PAGE 50 - - SAS LOCATIO\ �� / i + �1 0 /> SEWER-LINE TO BE / ° R° SLEtVED 10' EITH R- DOROTHY A. PLACE APIFRO�f14TSIDE OF WATER--LINE - -DB 2331-PG-205� 42 / / - - _ 0�4'c • / _ MAP 335 \ I / / �42� >> ONNI=C`T TO EXISTIN 037 / I // / j/ �,� � �./4y STUB (EL. 37.3 V.I.F. \I # SYS E TING UAL COMPARTMENT ♦ T SYSTEM AREA / �REA DRAIN RIM 38.84 / :: • . EE CA NpP �IM 40.44 INV. 35.2 / NV. IN 38.2 / I / / 4� • F 3 / 38.8 / INV. OUT 38.0 i E ,,,-z 1oo°I° o �. 9 I NG EXSSYSTEIM 49IVRFf -S I /\ 36.2 330 GPD S TIC SYSTEM TO / i/ i \ /. '\38 0'.: `• SAS �S REMAIN. 9 SYSTEM #3 I \ J LPIT EXISTING I ( RIM 41.0 SAS GPD \. • IN IN 37.8 - - - _ - - _ _ _ 3 � . \- V. OUT 37.6 �� SITE PLAN \ LPIT P / :.;:. -/` \� / / / \j00. ";`Y, : 39 \\ • / RIM 1.4 . �N 36.0 0 OF LAND IN LPIT V. OUT 36.0 RIM .9 � CUMMAQUID (BARNSTABLE), MA \\ \� -\ • INV. N 36.0 \ \6 \ J II OUT 36.0 " A #4011 MAIN STREET (RT. 6A) \ PREPARED FOR \ \ \ \ ♦ \\ AREA DRAIN \ \ RrM ,,NV. IN 35.0 CAPE WILDLIFE CENTER B \ M SHA ELLIOT DB 19955 PG,075 LIGHTING: DATE: JAN. 30, 2007 REVISED: 2/20/07 (REVISE FOR HISTORIC) �, DRIVEWAY STYLE LIGHT REVISED: 5/20007 (REVISE FOR SPR) \ \ \ / �\ 8 / / (FIRE LINE, ACCESS, DRAINAGE) REVISED: 6/26/07 (LIGHTING/SCREENING) ,A►, SHIELDED WALL MOUNTED LIGHT REVISED: 9/27/07 (WORK LIMIT LINE) ? D \ \ \\ 1 REVISED: 2/13/08 (REROUTE WATER LINES) _30\ REVISED: 3/10/08 (SHED, MECH, & HP RAMP) D \ REVISED: 1 1 8 13 BARN SEWER /� \ \ E \\ \ \ RCN OF S OF M SW OF A7gS�v / / ( ) l}fyNlEL o DANIEL cG o� ,c � c� off 508-362-4541 DAN:ALA. o DOJALA � F p� \ F /\ v \OJA z A. �, o� OJAl.A CIVIL cn fax 508 362-9880 SITE PLAN: 2 \ \ \\a ' OJALA � CIVIL No.46502 9TF / \ \ l�o .��r 40980 No,4P502 o - o - w \ q �SS� o� boa �,Q o �o �Fs /STsR/,� seale: 1 = 30 \\ \ ��D a, �'` 0� c� A ''� down cape engineering, Inc. \ \ yF�- SU NAI ti ' \\ DANI L A. OJALA P LS DATE Cl VIL ENGINEERS 0 15 30 45 60 75 FEET \ \ PERMIT SET- NOT FOR CONSTRUCTION LAND SURVEYORS 939 Main Street - YARMOU THPOR T, MASS. DCE 06-294 CWC-SITE.DWG (ARG-07) 06-294 i LLMALP SLAB 49.74t PROPOSED 24"CAST IRON COVERS 24"H-20 CAST IRON COVER H-20 RATED F&C FINISHED INVERT OUT AT BARN H-10 CONC. COVER _10 TO GRADE LuBARON _ _ 20 OR EQUAL lip CLEANOUT AS SHOWN BLOCK UP D-BOX, 24"I.D. RISER FILTER FABRIC MANHOLE FRAME AND COVERS GROUND 38.5t RIM 39.Of TO GRADE, MORTAR ALL COMPONENTS OVER STONE LABELED "SEWER" TO GRADE WHERE INDICATED 40.0 SYSTEM #1 RISERS (TYP.)I REGA-ST 11 2_ #1 1.5' HIGHER TYP. IS TOP OF CONCRETE EL. 35.5 MORTAR ALL rH- OR J. I / [-- 4. INV'S EL.34.5 COMPONENTS T RISERS 1.D. 47.74f TEE o0000000pe0000000°. O •�: .; : .:. :• . ..::..: o. .• : :• ..' ":;. t .: .; 0000000 00000000 .97 10" 1650 GAL 14» p 00000000 0000000 ®®®� ®®®® ®®® ®® ®®®® ®®®® o°0°0000 00000000 o ° o ° o 0 0 0 ®®®®® ®®® ® ..�®® ®� ®®®® ® ®®®®®®® °o°°°o°o °°°0°0°0 DUAL UUMPARIMILINII36.72 1 SD' AT 1% ° °O°o°o °O°O° �`� o °o°o°o°o°o° O o0000000 00000000 0 0 0 0 0 0 0 0 ®®®®®®®®®®® ®® ®®® ®®®® ®®®®®®®®®®® oo°o°000 °0",.,0,, 00000 0 0 0 05 0 0 0 0 25' AT 1% o 0 0 0 0 0 0 0 0°0°o°0coo°o° 2500 GAL H-10 4"0SCH40 PVC °o°o°o°o o°o°0 4"�SCH40 PVC °°°0°°°°°°°°°°°° o 0 0 0 0 0 0 0 SEPTIC TANK GAS BAFFLE °o°o°o°o o°o°o °0°0°0°0°0°0°0°0 PIPES LEVEL 1ST 2' EXISTING CLINIC ACME OR EQUAL 825 GAL 34.92 CONNECT TO 34.75 H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST ===4x FIRSTFLOOR 44.1 EXISTING STUB OR SHEA CONC. PRODUCTS DRY WELL 500 GAL H-20 OR EQUAL. #1 = 34.0 40.0f INV. = 37.320 D BOX ON NUMBER UNITS VARIES- SEE PLAN 3 = 32.5 6" GRAVEL & MECH. ACME D65 H-20 OR EQUAL 3/4"-1-1/2" DOUBLE WASHED STONE 2' MIN. COMPACTION (TYP.) AT SIDES AND ENDS OF PRECAST STRUCTURES 5.3' (3.3 % SLOPE) SEPTIC PROFILE OVERALL DIMENSIONS TO OUTSIDE OF STONE: 29.5' X 8.83' BARN 317' SEWER STUB APPROX. SCALE: 1/4" = 1'-0" BOTTOM TH 2 EL 27.2t INVERT 37.3 V.I.F. NO GROUNDWATER FOUND COVER TO GRADE LeBARON CAST IRON LA0910 FEMALE ADAPTOR & THREADED PLUG H-20 RATED VALVE BOX TO GRADE WHERE INDICATED SEPTIC NOTES: SEPTIC SYSTEM DESIGN DATA ' ' 2 cu Fr ASSUMED NGVD29 FROM GIS SPOT GRADES CONC. OR BLOCKS 1. DATUM IS TITLE 5 SEWAGE FLOW DESIGN FLOW: NO GARBAGE DISPOSALS ALLOWED ON SITE WELL- 4.78 X 330 = 1577 GPD ALLOWED, 1246 GPD PROPOSED O.K. 4" SCH40 PVC SLEEVE PIPE TO ALLOW 2. MUNICIPAL WATER IS AVAILABLE- WELL WATER ALSO MOVEMENT PROPOSED FOR ANIMAL USE. SYSTEM #1- WEST HALF OF MAIN BUILDING Two WAY SW EEP 2" RIGID INSULATION FOR 4" SEWER /2' WIDE OVER SEWER 3. MINIMUM PIPE PITCH TO BE 1/8„ PER FOOT. 1825 SF OFFICE X 75 GPD/1000 SF = 136 GPD ( WHERE <2' COVER 1 BEDROOM X 110 GPD/BEDROOM = 110 GPD 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20 246 GPD- USE UPGRADED 330 GPD SAS SYSTEM #2 EAST HALF OF MAIN BUILDING 5. PIPE JOINTS TO BE MADE WATERTIGHT. 928 SF OFFICE X 75 GPD/1000 SF = 70 GPD STANDARD CLEAN OU T DETAIL 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 3 BEDROOM X 110 GPD/BEDROOM = 330 GPD NOT TO SCALE MASS. ENVIRONMENTAL CODE TITLE V. 300 GPD- USE EXISTING 440 GPD SAS 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO SYSTEM #3 WILDLIFE CLINIC BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. CLINIC 4 KENNELS X 50 GPD/KENNEL = 200 GPD CLINIC 1 COMMERCIAL WASHER X 400 GPD/WASHER = 400 GPD 2'-10» 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. BARN 2 KENNELS X 50 GPD/KENNEL = 100 GPD 700 GPD- USE EXISTING 700 GPD SYSTEM 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION 26" OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING SEPTIC TANK: 700 GPD (300%) = 2100 GALLON REQ. DUAL COMPARTMENT DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION USE 2500 GALLON H-10 DUAL COMPARTMENT SEPTIC TANK OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO USE C1 LAYER CLASS 1 SOILS FOR LEACHING COMMENCEMENT OF WORK. LEACHING: 700 GPD/0.74 GPD/SF = 946 SF LEACHING AREA REQUIRED. EWE 11. FAILED EXISTING LEACHING FACILITY SHALL BE PUMPED 8 1/s" USE (6) 8.5 X4.83 X 2.0 EFF. DEPTH LEACHING CHAMBERS W/ 4 STONE ALL AROUND ( 12.83'X 59' OVERALL DIMENSIONS) 24" AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. BOTTOM CAPACITY = 59' X 12.83' = 757 SF X 0.74 = 560 GPD 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE SIDEWALL = 2(59'+12.83 ) X 2.0'= 287 SF X 0.74 = 212 GPD MANUF. LeBARON, BROCKTON, MA REMOVED 5' BENEATH AND AROUND THE PROPOSED 1044 SF 772 GPD > 700 GPD O.K. MODEL: LT 105 WEIGHT: 430 LBS LEACHING FACILITY. TYPICAL ACCESS COVER SCALE: 3/4" = 1'-O" LABEL SEWER OR DRAIN AS APPROPRIATE GENERAL NOTES: CREATE CONTINUOUS GRASS LINED SWALE EAST SIDE WHERE SHOWN. 4"LOAM AND SEED- NE EROSION CONTROL MIX 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS JUTE EROSION CONTROL NETTING LINER FULL WIDTH APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING SWALE PITCHES SOUTH TO AREA DRAINS CONTRACTOR SHALL MAKE THE REQUIRED _72 HOUR NOTIFICATION TO DIG SAFE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE. CABLE, PIPE OR WIDTH TAPERS FROM 5'-7' EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. EXISTING LAWN OR DEPTH VARIES 8 TO 12" 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS 6" LOAM & SEED DISTURBED AREAS SIDESLOPES 3:1 MAX. PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGS. NOT GRAVELLED (TYP.) - - AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. AND BARNSTABLE HEALTH REGULATIONS. 3. VERTICAL DATUM IS NGVD ASSUMED FROM QUAD. MUNICIPAL WATER IS AVAILABLE. 2" OF 3/4" NATIVE WASHED STONE OVER PREPROCESSED GRAVEL. = I I=III=- _ -III-I I - 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H20 UNLESS NOTED. 10n0r%0r%0,0,0,0, 0 0 0 0 10" REPROCESSED ASPHALT GRAVEL 1 - I I=I I- _ _ _ _ _ _ _-III=I I J 1 3 5. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO 0 0 0 0 - 11=III=III-III=III-III-I I�I I-I I�I I I=I I - BE USED FOR PROPERTY LINE STAKING. o_o_o o MDPW M 1.03.1 VIB. ROLLER COMPACTED 33 0000000 NJ 0 6. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED. 00000000w00000 7. ALL LIGHTING SHALL CONFORM TO ZONING ORDINANCE. 000000000 0 0 0 0 8. CONTRACTOR TO PROVIDE o o o o SECTI0N THRU GRASS LINED SWALE W SILT FENCE AROUND PERIMETER OF WORK AREA UNTIL SITE STABILIZED. 000000000NOT TO scams BUILD UP BERM IN LOW AREA a_ 9. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. 08080e00 SUPPORT WITH ROCK WALL 1.5:1 max. OVER FILTER FABRIC WHERE REQ. COMPACTED SUBGRADE MIRAFI 140N FILTER FABRIC 33 1/4- GRAVEL CROSS SECTION 241/4" NOT TO SCALE FIRE LANE SECTIONS NOTE: 12' PARKING LANE TO BE 2"OF 3/4" NATIVE STONE OVER 6" REPROCESSED ASPHALT GRAVEL HEAVY DUTY H-20 COVER ❑�❑�❑0❑�❑�❑ LABELED "DRAIN" F&C TO GRADE 8" H-20 F&G EL. LISTED a COMPACT BACKFILL IN 6" DRILL (2) 1"0 HOLES IN COVER SEE GRAVEL CROSS SECTION 2'X 2' H-20 8" GRATE (TYP.) � LIFTS (TYP. ALL DRAINAGE) - ° A a0000000000 MIRAFI 140N FABRIC OVER TOP STRUCTURES o 0 0 o a o 3" MIN. PEASTONE H-20 H-20 2.0' OVER INVERTS. M d ❑�❑�❑�❑�❑�❑ PRECAST PRECAST w 12 - H O 12 tb HDPE DRILL 2 1 ❑ ❑ ❑ ❑ ❑ ❑ N RISERS ADS N-12 OR EQ. RISERS H-20 RISER & � 0 0 0 0 0 AS REQ. SET GRADES AS REQ. ADS SET GRADES HOLES & BRICK ADJUSTING COURSE ❑ ❑ ❑ ❑ ❑ ❑ AS NOTED AS NOTED MORTAR ALL COMPONENTS 0 0 0 d:>, �; (TYP.) F7T -- - �i INV. 2.0' ( P.) 2.0' (TYP.) 73.5 6"SCH40PVC AT 2� IN PROPOSED PROPOSED C.B. TRAP FROM ROOF DRAINS 12"0 HDPE PIP H-20 H-20 ELBOW 1 1/4" 4 1/2» 1000 GALLON 1000 GALLON PROPOSED 1000 GALLON PRECAS o LEACHPITS LEACHPITS FOURTH FLANGE AT BASINS H-20 CATCH BASIN 6'OX6'-8"SHOREY 6'OX6'-8"SHOREY 'OX6'-8" SHOREY SOLID WITHOUT CURB INLET 1000 H-20 OR EQ. 1000 H-20 OR EQ. BASIN H-20 OR EQUAL 3/4" 24" • - - SECTIONAL PLATE 6" WASHED STONE UNDERNEATH 4' MIN AROUND PIT 6" WASHED STONE UNDERNEA H 4' MIN AROUND PIT OR SOLID BASIN STRUCTURE STRUCTURE , SECTION THRU DRAINAGE TEST HOLE LOGS 41/2" JL81, SECTION A- A NOT TO SCALE ENGINEER: DAN OJALA, P.E.,P.L.S. WITNESS: MINIMUM FRAME WEIGHT: 3-FLANGE - 265 LBS. 4-FLANGE - 295 LBS. DATE: 9/12/13 MINIMUM GRATE WEIGHT: 215 LBS. PERC. RATE _ PASS AREA: 255 SQ. IN. o" 4 39 fi p" 4 39�' class SOILS P# FRAME AND GRATE - A LS A FAILED FAILED FAILED 10" 1OYR 3/2 38.8' LS ELEV. ELEV. ELEV. 1" = 1'- 0" TEST HOLE LOGS g 12" 1OYR 3/2 38.1 0„ 49.7 0" 49.7 0" Q 50 LS B A A ENGINEER: DAVID FLAHERTY, R.S. 34" 10YR 5/6 36 8' S L L SL WITNESS. DON DESMARAIS, R.S. 36" 36.1' 8" 1OYR3/2 49•0 8" 10YR3/2 49.0 10YR 5/6 BOULDERS DATE: DECEMBER 28, 2006 B B 12" 49 DETAIL SHEET TO ACCOMPANY PERC. RATE _ < 2 MIN/INCH SL SL CLASS I SOILS P# #11560 C C 36" 10YR 5/1 415.7 36" 10YR 5/1 46.7 SITE PLAN PERC OF LAND IN MS MS 25YR 6/4 - CUMMAQUID (BARNSTABLE), MA_ 25YR 6/4 S S 6A)LOAM POCKETS LOAM #4011 MAIN STREET (RT. 120" 29.6' 144" 27.1' SL + S PREPARED FOR NO GROUNDWATER ENCOUNTERED 120" 39.7 CAPE WILDLIFE CENTER O" ELEV. ELEV. MED SAND MED SAND DATE: JAN. 30, 2007 38.3' 3 4 p" � 38.4' A SOME SILT SOME SILT REVISED: 2/20/07 (REVISE FOR HISTORIC) LS A 168" 35.7 168" 35.7 REVISED: 3/20/07 (REVISE FOR SPR) TEST HOLE LOGS 12" 10YR 3/2 37,3' 10YLS -R 3/2 REVISED: 5/2/07 (FIRE LINE, ACCESS, DRAINAGE) g 16" 37.1' GROUNDWATER ENCOUNTERED AT 11' REVISED: 6/26/07 (LIGHTING/SCREENING) ENGINEER: DAVID FLAHERTY, R.S. LS B WITNESS: DON DESMARAIS, R.S. " LS REVISED: 9/27/07 (WORK LIMIT LINE) 1OYR 5 6 10YR 5/6 REVISED: 1 1/8/13 (BARN SEWER) JANUARY 4, 2007 28 36.0 DATE: 30" 35.9' PERC. RATE _ < 2 MIN/INCH r / CLASS I SOILS P# #11559 C C �fN® Q�4e ��jH of^'qss �ZH of Mq ��H OF M�ss�� off 508-362-4541 PERC a` DANIEL �� qOy � ssgc o`' i � fax 508 362-9880 DANIEL o� ,E y DANIELA. J A. A. R, DAN,�LA. I MS MS OJALA OJALA OJALA CIVIL �"' �Ne. 4 No.4- CIVIL 2 11 o 4v502� �/ down cape engineering, inc. 25YR 6/4 �Q suRVE'� %< qN ss� � or�Fc T ��o �`�. °Fss��s 25YR 6/4 .may a suRVE s�oN L cNG � .to +J 1 3 Cl VlL ElV Gl/VEERS DANIEL A. OJALA PE, PLS DATE LAND SUR 1/EYORS 120" 28,3' 120" 28,4' PERMIT SET- NOT FOR CONSTRUCTION 939 Main Street - YARMOUTHPORT, MASS. NO GROUNDWATER ENCOUNTERED DCE #06-294 06-294 CWC-SITE.DWG (ARG-07) NOTE: SEE ENTRANCE AREA DETAIL ON LEFT FOR CONTINUATION # 4005 I I I I �a� PROPOSED PAVED DRIVEWAY / \ APRON (50', 1,375 SF) / MICHAEL A. & MATCH LINE PROPOS . 1" TOP COAT, 2' BINDER, OVER BARBARA R. DUNNING I �� MATCH LINE \ / / STA. 400+6131 � I X8" TS&G \ 8" REPROCESSED ASPHALT GRAVEL I DB 3250 PG 28 I I MA� 35 STA. 400 \ -� STA. \ I I \ / - -- -46_. W_401 / / \ II I II JULIA C MPBELL 030(:� RO 4PROX. TAYL 46.6 # 4027 DRIVEWAY SAS LCP 4WIDENING - - / / aaft-L I I / \ I I XISTING , - CERT 13 668GRASS / _ 1-2 - - 114,. C►r `.� .. I _ = R=25' // \\ z i \ TURNS / MHL's R=25' R _ / I /\ \ I I \ 31FNP 1T - - - - - PROPOSED \ \ // / I \ \ ►�+\ I \SIGN 31 METE - R. // II \\ EW1 - �+ ' f' \ \ 313 -- PIT - il / // I I ' WORK LIMIT O&\SILT 7 \ gPPROX. I\ \ \ \ _ F \ \ / FENCE \ f SAS - 4007 ql MAP 5 / \ EW1 # 031 11 ' L APPhOX. � # 4019 / / \ - - \ �\ \ �/ � S o JROX C) v I \ LESLIE EW11 E 6 J / NOTE CLEAR ALL BRUSH EW \ 59. 3 \ a I I At�D OVERHANGING BRANCHES I VALERIE H MMILA DE MIN. ES 0N ENTRANCE I \\ II II IN EW1 EXISTING 14' HIGH 1 I DB 716 PG/272 39I D VE. > . . IA P 3 35 � SECURITY GATE \DEYLIHN EW1 % I 4s0 065 BE °o AMLYN NEW F.D. LOCK B ^ CONSULT 5 B.V.W. DELIN5A/fED / / I / # 37 0 0 o I I BY HAM YN / I N S/T I I I \ _ _ _I_ - - , _ _ CONS LT P/C /� �.\ II ` \\ \ EW \ EW3 / I EW9 I EW4 NOT : CLEAR ALL B USH r �� / AN OVERHANGING RANCHES \ 40 � �Ip/ I �� 4 1 43.9 I � � � \ / EW � I � / I 57 ,/ I I -Td 14' HIGH X 14' IDE MIDI. / MAP 35 \ I I / / I N TE: WELL WATE�-rOR NON-CHLORINAIED- IhQ AL\PLACES 0/N NTRAt�CE 1 I I I� � I - - \ TER TO AN!1-ALS TO BE INSTALLED: � Ew2 RIVE. � / - / MAINTAIN\POTABLE SETBACKS,-NO CROSS EW5 EW8 // EW1 MICHAEL00A. & MIATCH LINE III/� / -1 - - / I CONNECTLO'N TO POTABLE WATER ALLOWED. BARBARA R. DUNNING r- - �- - - \ I I ' \ EW6 �gl I MATCH LINE / - - - - DB 3250 PG 28 I I / I I MA�335 I / I ' \ - El/7 \ ( I 1 I JULIA C MPBELL 030 \ I I 1 4 S OX. I TAYL 46 6 # 4027 \ / -4o.00, - I LCP 4 XISTING) - - CERT 13 668 10 X22' _ - / _ I �- 6' CEDAR b GRASS // - I1 z r•7 - I ; STOCKADE , / _ \ I TURNOUT / � / I /(gr.__ 47 FENCING'---.- / �\ Q02.0T j r TO BE IN ! '�\� L / 6 I i 46 40 o ❑ r .__ _ PLACE PRIOR TQ. EW1 „� END CsND scp I \\ g X - - - \ i -X 1 0'I ; 45 OCCUPANCY/ 39 -% 2 \\ o LIMIT OF \ I I/ Y _ _ - WORK &\SILT �' I I �/ - X-�-�X l I ! 44 - PROPOSE�DZ 38 / m \\o �� 53 MAP 6 - I335 \FENCE \ \ / I i / / EX\yT• rc __ _ OVERFLOW - EW1 \ ' 1 / / / wATCTt I PARKING -, / a -# 49 �92(2ND SEi) I / I /Q "#�. Ic._- 43 IN'EXISTING_.__ 37 5 42 �PEAREAASS 36 -f I 11 •� / \\ Scale:1"- 30' I PROPOSED X I`+ ENTRANCE AREA: I ------- - OPENING r 41 \ 15 ! FOR PARKING F -`--"l 34 0 15 30 45 60 75 FEET 16 / I F -a PROPOSEO\ 49. ' 17 X PROP SED \. 33� / 1 I I i 13 PARKING 5 F`- I POBLE _; 1 I i i18 - 32 'W IMAT(GRASS) C R12 PROPOSED TREE LIME PE y X�----- \ PARKING / ' 31 19 r GIs \ / / (GRASS) ----- p I NEW 8�WATER-MAIN 49. / 1 0. ----� NOTE: GRAVEL 1 20 - - 30 i 1 I 3 / 5 .8 i \ 10 ! TO BE ADDED _ _- -� I �. P�QPOSED J Q_ AS REQUIRED PROPOSED I I OPENING i W I I \ r TO STABILIZE FOR BARKING / 9 TRAFFIC AREAS SHIELDED I _ 2 MAP 335 / LIGHT �k\,- r °� Z /iT 8 ! (TYP.) (TYP.) f �'-\S0 ; �` ' ^ U / 067 \ I L"-/----, X 3 X_X i 3 I i \ � �21 `I ' � � > / # 63 I �z r I i \\�% SUPPLEMENT SCREEN(NG / I OUTDOOR EXISTING BARN I I it \� 22 `� I W/ EVERGREEN TREES \ \ x MATERIAL (STORAGE) I I ' r-.,\" I CREAT� CONTIN.UOUS7_GRASS LINED SWALE STORAGE I "�.-� I I - - ALON(/-t%SSTERN LOT LINE. 4"L9AM AND SEED- NE EROSION CONTROL MIX 23 I I I / JUTE EROSION CONTROL NETTING LINER/FULL WIDTH O i N.A. GREEN OR EQUAL x 17 "�� >I I 'SWALE PITCHES SOUTH TO AREA DRAIN //BUILD UP BERM THIS AREA, X X I I r ; �24 \I I SUPPORT WITH ROCK WALL 0) X MAP 335 I I ; ,.,`� I OVER FILTER FABRIC WHERE REQ. \ 49.4 060 I i w i"\ I , ' \. 25 ' # 4011 I o + 1 ' - - - ROPOSED i _r - STOCKADE 4.47f AC. I Lu FENCE \ X I +/��26 �\ /i i Z � \ I r / 5 _ - \ APPROXIMATE X N - - s 0 TREE LINE PER I a �!17 RT. 6A � / - - - - - - GI TYP. _ o ' ` 50.2 1 4g•2 / SA (SCAT X EXISTING _ - - -I � 1' �. R OWN DRIVE. I '� �" PARKING PE GRASS WITH w WI�EMINO /+��28 _`�/I 1 GRAVEL ACCESS / \ WHERE REQ. >' I rn I DRIVEWAY. F P \ I- R m 1129 "` I N LOCUS Sp MAP 335 I \ I ! w.,i I PROP. 12' gRAVEL DRIVE I / 036 I X ! i / FLAX POND 2 I / # 116 I I �� CO i I / o I \ I I \ 48. i 1 ! i / D t�\ I I � - HERBERT G. & - \ MARY C. CARROLL ` I __X l 1 T /j MAP 335 - > z r -.J DB 1291 PG 673 1 X i / ! I I 068 r # 77 X // / j/d LOCUS MAP w SCALE 1"=2000't \ I \ 52.2 /Q Z / ASSESSORS MAP 335 PARCEL 60 4.47 AC. 116.1T ) � / REMOVE ' 0 . / 52.2 \ I \ I TREE N / /X �I LOCUS IS WITHIN FEMA FLOOD ZONE C \ \ I I I I \ j l9 AS SHOWN ON COMMUNITY PANEL #250001 0001 D PROPOSED / C) ( / i RIM 45.7- DATED 7/2/1992 (NOT A FLOOD HAZARD ZONE) DRIVEWAY 4F , a , I INV. 43.0 / EXPANSION / JI/E p RKING SWALE RUNOFF ZONING SUMMARY I L NE: GRADING TO TYP. / ' + I XISTING i I I / SIGI$1. INTO BASIN / A - {ems WAIL // ZONING DISTRICT: RF-2 DISTRICT - - - - �° / I ' -FIRE PROPOSED AREA REQUIRED: PROVIDED: \ \ `/C - ( I ' FIRE REP oc. MIN. LOT SIZE 43,560 S.F. 194,672 S.F. FIRE LANE: 0 F i MIN. LOT FRONTAGE 20 165 NOT BLOCK ACCESS- FIRE LANE: I qY 7, AS HALT GRAVEL) , WITH VEHICL S OR m DO NOT BLOCK �RIGt I MIN. FRONT SETBACK 30 50 + NOW SIGN GE '� F SIGN / \\ 4 o - \ CUT BACK � NEW�N`flRANT � � � ; ? I / MIN. SIDE SETBACK 15 11.3 Q - - - - - - .END OF WALL RIM %5.7 MIN. REAR SETBACK 15' >100' 4 • 'SF wv - REti-OVE Tf2E� ' I 42 / MAX. HEIGHT 30 <30 6' STOCKAD.� FENCE GAT � F/ � -- - - - - - - _ � WITH F.D. LOCK BOX q6�\ - - ♦ _ / /1 / NOTE: EMERGENCY USE ONLY �\ [4 / SITE IS LOCATED WITHIN THE AQUIFER - � � • EX1sT1NG � � �`` PROTECTION DISTRICT � 'EGETATED / / PROPOSEu� PROPOSED W /\ / / - - 2) Hp` ISLAND BENCH MARK - TOP OF CONC\ PACE p6 WATER LINE / PROP. 12'X 2' . �j - ll` / / /� _ _ S / / AT POOL COR. EL. = 43.6 - _ FAIR LANE- 7 / / DUMPSTER /KD OWNER OF RECORD / / ,yl D0- T4_ Lo-CI, DRIVE / / / 6 STOCK. / PROPOSE + 00'� WIDEN SI \6 / FENCE/GA \ // IRE ACCESS LAN ���\ Fc�TF+ °LF�O 1 DRIVE �O - ` 3 ♦ 0�F DRYWELL / OWNER OF RECORD: /16' WIDE T-B �g� \ 'iji O 'A °'� O'S O� >> 0 REMAIN / �' o� NO WELL '�9,�, 2 �° C',0�. . .". ." RIM 5 7 / \ HUMANE SOCIETY OF THE UNITED STATES CONNECTION 0' L 4 �O INS 4 .7 / �' TO HOUSE OP o o _ REFERENCES I�LUMBINGr o 3 C�� .Oc�w� GR-ADING To lb - _ II •;. a ; �� /SWALE RUNOFK 43 I T��`�%, Fp \ _t` + �P��OQ� / INTO BASIN/a CONN. �`` Q / SI / DEED BOOK 21403 PAGE 156 KENNETH V. & / / ter,,` �ti q FF m / / / a PLAN BOOK 263 PAGE 50 O \. AS LOf,&TJON /� � /y F %, � WILDLIFE�L1�IIC DOROTHY Pl n� - (WEI I -WATER) / APPROXIMATE \ / �" �N �F �y�F ` DB 2331 PG 205 \ / / / �� QJ !y �y / �. \ 40 CROSS CONNECTION TO WN W ER. � � CONNECT NEW GUTTER/DO SPOUT PARKING CALCULATIONS. � 1 / / /5/ NE Exls 1000 ST ti s o � ) �• / INTO +2 DRAIN LIN 3 PLA S YY - - - - - - - - I I / / ) 42 + / AL. S�P�IC _ `. /� ,c,Qop ' , o , / � � - , MAP 335 I / / �- / TANK TO REMAIN � 2327 SF OFFICE (1/300) = 8 SPACES 037 �1 \a+sT c F `�� / �- �Q' ASSEMBLY USE: CONFERENCE ROOM- 19 PERSONS \ # 119�/ I / / - - - .\0�ti° �osoFtiT / // LECTURE HALL: 44 PERSONS MAX. GATEc 2 =.° / / ��/ 19+44=63 OCCUPANTS (1/3) = 21.0 SPACES / PROPOSED ENCL. STA S DORMS- 9 STUDENTS = 9 SPACES s SYSTEM #1- , o s� p, �o TOTAL: 8+21+9= 38 SPACES REQUIRED. ED AS °' 7 ti� ,I,�' TO SECOND FLOOR ADDITION MPEp �c F� :': / Q T'O ' 1 v 29 SPACES PROVIDED, ACCESSIBLE ROUTE SHOWN. & FILLED W/CL A91 � '•:'�� / 40 �` • 1 AREA DRAIN , ��'�4 •3 SAND f 38.8 �`, ' / PRO OSED v 18 OVERFLOW GRASS PARKING SPACES SHOWN DLL �_ COMP, TMENT 47 TOTAL SPACES PROVIDED (INCL. 2 HP) / PP T \ 7 RIM 38.8 o'I" 7- Y RIM .7 35.2 -2 10 PASSED E f) S'PTIG T.a',' IN IN5. ♦ �j \ +ILO 0 � �� C i� �� �' � USA. g •O- SYSTEM #1 SYSTEM 2 S 1 PROPS ED HCP'� 36.2 / PROPOSED - / DES RM� AccE s RAMP/ NON-PROFIT EDUCATIONAL & WILDLIFE g• •' \ sas Gs -s S SEPPTII N SYSTEMS j WAIL WAY CLINIC & REHABILITATION CENTER i O �: \ / • �� <5% SLOPE NOTE:. MAIN BUILDING TO BE FULLY / - 3 O� �O \ I ` I �J SYSTEM #31 � �� J LP11: ��JG SPRINKLERED. ALL OCCUPIED BUILDINGS TO �F PROPOSED I / R1 , 41.0 AREA A 1 �, RAIN HAVE AUTOMATIC FIRE ALARM. F 700 GPD • IN IN 37 O� INV. IN 38.2 - - - - - - - - / �� \�L� ` .. : SAS �� / OU 37.6 PAP INV. OUT 38.0 SITE PLAN \� � / // �S/� � � � \ "` �9 \ / • LP I T C /00. � � ?6\\ \ ` J� RIM 4N 3a P��\ OF LAND IN \ i CF LPIT V. OU ' .0 °� RIM 9 �S- AFT \ �ti ♦ INV. N 36. CUMMAQUID (BARNSTABLE), MA TR06 ` \ /✓ ?�\ OUT 3 .0 "� #4011 MAIN STREET (RT. 6A). \ - ` RSHA ELLIOT D19 19955 PG 75 \ PREPARED FOR APPROXIMATE- -34; CAPE WILDLIFE CENTER- GIsTREE LINE PER � � AREA DRAIN TYP. \ BRIM 38.E (REVISE FOR HISTORIC) /INV. IN 35.0 LIGHTING: DATE: JAN. 30,\ 20aREVISE FOR SPR) \ REVISED: 2/20/07 PROPOSED OUTDOOR :. REVISED: 3/20/07 \ � COLDWATER SERVICE DRIVEWAY STYLE LIGHT REVISED: 5/2/07 (FIRE LINE, ACCESS, DRAINAGE)REVISED: 6/26/07 (LIGHTING/SCREENING) A SHIELDED WALL MOUNTED LIGHT REVISED: 9/27/07 (WORK LIMIT LINE). \ 30- \ \ \ H°F4yss \,tH OF MyS DANIELA oyG� o`� ARNE gcyG �OF, 2g\ \ o OJALA `n+ H. �� off 508-362-4541 /\ \ o CIVIOJALAL Fs N ' fax 508 3 62-9880 No.46502 SITE PLAN. o.2634 \ S Scale: l 30 s10NaL down cope engineering,,, Inc. \ DANIEL A. OJALA PE, LS DATE Cl1//L ENGINEERS 0 15 30 45 60 75 FEET \ \ PERMIT SET- NOT FOR CONSTRUCTION LAND SURVEYORS 939 Maim Street - YARMOU THPOR T, MASS. DCE 06-294 06-294 CWC-SITE.DWG (ARG-07) CLINIC 24"CAST IRON COVERS 24"H-20 CAST IRON COVER FIRSTFLOOR 44.1 H-10 CONC. COVER H-10 TO GRADE H-20 RATED F&C FINISHED 8 REVEAL - - RIM 39.0t BLOCK UP D-BOX, 24"I.D. RISER FILTER FABRIC MANHOLE FRAME AND COVERS GROUND 38.5t TO GRADE, MORTAR ALL COMPONENTS OVER STONE LABELED "SEWER" TO GRADE WHERE INDICATED 40.0 SYSTEM #1 RISERS (TYP.) #1 1.5' HIG=7h HER TYP. - 2'� TOP OF CONCRETE EL. 35.5 MORTAR ALL BLOCKS OR ``' • 4' INV'S EL.34.5 COMPONENTS PRECAST RISERS 40.Ot TEE - 1650 GAL °o°o°o° ;` ::•. 36.97 10, 14 '00.0.000P°0000000 �0�� 0�00 ®�0 fl00 �0® o f 20 100000000 00000000 O > o 0 0 0 0 0 0 0 ®��ElPj I��C]� ��.. ®-° 00 a ®a®w 0 ®� °�°�°2° o°�°�°�° Y9PARTMENT TEE >°o°o°000 000°000 O O C7 0 0 0 0 o 0 0 o O O O O O O o 0 0 0 0 0 0 0 2500 GAL H-10 36.72 180' AT 1% ° �ODO�O° 0000000 f� °000°o°o o°00000 O O O O o O O O O O O O O O p o°000000 00000000 13' AT 2% 0000°o°o oo°000°° 0 0 0 025' AT 1% ° 0 ° ° 0 ° o ° ®�0�®�0®�®® �0 00� ®®®0 0®®�®®®®®®� 00000000�00000000 4"OSCH40 PVC o 0 0 0 000 0 0 0 0 0 0 0 0 °°o0°°°OCOO°°0oo0 4"�SCH40 PVC SEPTIC TANK GAS BAFFLE °0°0°0°0 0°0°o 4"OSCH40 PVC >00000000 00000000 0°°°°°°°�00000°°° PIPES LEVEL 1ST 2' ACME OR EQUAL 825 GAL 34.92 34.75 _ H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST • ' • • • �� + -° - 4 . OR SHEA CONC. PRODUCTS DRY WELL 500 GAL H-20 OR EQUAL 1 34.0 20 D BOX ON " NUMBER UNITS VARIES- SEE PLAN 3 = 32.5 6" GRAVEL & MECH. ACME DB5 H-20 OR EQUAL 3/4"-1-1/2" DOUBLE WASHED STONE 2' MIN. COMPACTION (TYP.) AT SIDES AND ENDS OF PRECAST STRUCTURES 5.3' OVERALL DIMENSIONS TO OUTSIDE OF STONE: 29.5' X 8.83' SEPTIC PROFILE APPROX. SCALE: 1/4" = 1'-0" BOTTOM TH 2 EL 27.2t SEPTIC SYSTEM DESIGN DATA NO GROUNDWATER FOUND TITLE 5 SEWAGE FLOW DESIGN FLOW: NO GARBAGE DISPOSALS ALLOWED ON SITE WELL- 4.78 X 330 = 1577 GPD ALLOWED, 1246 GPD PROPOSED O.K. SYSTEM #1- WEST HALF OF MAIN BUILDING 1825 SF OFFICE X 75 GPD/1000 SF = 136 GPD 1 BEDROOM X 110 GPD/BEDROOM = 110 GPD 246 GPD- USE UPGRADED 330 GPD SAS 2'-10" SEPTIC NOTES: SYSTEM #2 EAST HALF OF MAIN BUILDING 928 SF OFFICE X 75 GPD/1000 SF = 70 GPD 1. DATUM IS ASSUMED NGVD29 FROM GIS SPOT GRADES 3 BEDROOM X 110 GPD/BEDROOM = 330 GPD 26" 2. MUNICIPAL WATER IS AVAILABLE- WELL WATER ALSO 300 GPD- USE EXISTING 440 GPD SAS PROPOSED FOR ANIMAL USE.3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. SYSTEM #3 WILDLIFE CLINIC 6 KENNELS X 50 GPD/KENNEL = 300 GPD 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO _- 1 COMMERCIAL WASHER X 400 GPD/WASHER = 400 GPD EWE 8 1/8" H- 20 700 GPD- USE NEW 700 GPD SYSTEM 5. PIPE JOINTS TO BE MADE WATERTIGHT. 24" 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. MANUF. LeBARON, BROCKTON, MA MODEL: LT 105 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO SEPTIC TANK: 700 GPD (300%) = 2100 GALLON REQ. DUAL COMPARTMENT WEIGHT: 430 LBS BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. USE 2500 GALLON H-10 DUAL COMPARTMENT SEPTIC TANK USE Cl LAYER CLASS 1 SOILS FOR LEACHING TYPICAL ACCESS COVER 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. LEACHING: 700 GPD 0.74 GPD/SF = 946 SF LEACHING AREA REQUIRED. , , / , SCALE: 3/4" = 1'-0" USE (6) 8.5 X4.83 X 2.0 EFF. DEPTH LEACHING CHAMBERS W/ 4' STONE LABEL SEWER OR DRAIN AS APPROPRIATE 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED ALL AROUND ( 12.83'X 59' OVERALL DIMENSIONS) WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION BOTTOM CAPACITY = 59' X 12.83' = 757 SF X 0.74 = 560 GPD OBTAINED FROM BOARD OF HEALTH. SIDEWALL = 2(59'+12.83') X 2.0'= 287 SF X 0.74 = 212 GPD 1044 SF 772 GPD > 700 GPD O.K. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. FAILED EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. CREATE CONTINUOUS GRASS LINED SWALE EAST SIDE WHERE SHOWN. 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE 4"LOAM AND SEED- NE EROSION CONTROL MIX REMOVED 5' BENEATH AND AROUND THE PROPOSED JUTE EROSION CONTROL NETTING LINER FULL WIDTH LEACHING FACILITY. SWALE PITCHES SOUTH TO AREA DRAINS WIDTH TAPERS FROM 5'-7' DEPTH VARIES 8" TO 12" SIDESLOPES 3:1 MAX. III=1 I=I I I==_ \� - - =III=I�I=1 I I=I 1=I I=I _ / =III / GENERAL NOTES: ICI=I�_ 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS _ _ APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING - I IEEE I=I I I=1 I M I I=I I I=1 I I=1 _-I I I-I I-I I - CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE 3 - I1=III=1I I=III=III=III=1I1=I I - 3 (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. / w 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS Z PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGS. J AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SECTION THRU GRASS LINED SWALE ~ SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. w ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. AND BARNSTABLE HEALTH REGULATIONS. NOT TO SCALE BUILD UP BERM IN LOW AREA ° SUPPORT WITH ROCK WALL 1.5:1 max. (If3. VERTICAL DATUM IS NGVD ASSUMED FROM QUAD. MUNICIPAL WATER IS AVAILABLE. OVER FILTER FABRIC WHERE REQ. a_ 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H20 UNLESS NOTED. MIRAFI 140N FILTER FABRIC 5. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO BE USED FOR PROPERTY LINE STAKING- 6. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED. 7. ALL LIGHTING SHALL CONFORM TO ZONING ORDINANCE. 8. CONTRACTOR TO PROVIDE SILT FENCE AROUND PERIMETER OF WORK AREA UNTIL SITE STABILIZED. 9. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. EXISTING LAWN OR 6" LOAM & SEED DISTURBED AREAS NOT GRAVELLED (TYP.) 2" OF 3/4" NATIVE WASHED STONE OVER PREPROCESSED GRAVEL. HEAVY DUTY H-20 COVER LABELED "DRAIN" F&C TO GRADE ;o 0 0 0 0 0 0 0 0 0 0 0 0 0 10" REPROCESSED ASPHALT GRAVEL DRILL (2) 1"0 HOLES IN COVER MDPW M1.03.1 VIB. ROLLER COMPACTED 8" H-20 F&G EL. LISTED 0 0 o 0 0 0 0 SEE GRAVEL CROSS SECTION 0 0 0 0 0 0 o COMPACT BACKFILL IN 6" 0°0°0°0°0°0°0° LIFTS (TYP. ALL DRAINAGE) 2'X 2' H-20 8" GRATE (TYP.) 0 0 0 0 0 0 0 / 000000000000000 0°0°0°0°0°0°0 MIRAFI 140N FABRIC OVER 000000000000000 20' OVER INVERTS. TURES 0 000000 3" MIN. PEASTONE H-20 H-20 _ °0°0°0°0000000 PRECAST 12"0 HDPE PRECAST 12"0 HDPE D w [(cci °0°0°0° RI 0°0°0o RISERS AS REQ. ADS N-12 OR EQ. DHOLE 2 1 H-20 RISER & 0 0 0 AS REQ. ADS N-12 OR EQ. RISERS - 0 0 00000000 SET GRADES SET GRADES & BRICK ADJUSTING COURSE °0°0°0°0°0°0° AS NOTED AS NOTED MORTAR ALL COMPONENTS :,. � . ,; :,•.:;.; �.4 0 (TYP.) COMPACTED SUBGRADE INV.P.)0 ( 2.0' (TYP.) 73.5 2. 6"SCH40PVC AT 2% IN PROPOSED PROPOSED C.B. TRAP GRAVEL CROSS SECTION FROM ROOF DRAINS =-. 12"0 HDPE PIP - H-20 .... __ _ _ - � H-20 ,71 ELBOW NOT TO SCALE a_ 1000 GALLON 1000 GALLONPROPOSEDA RECAS o FIRE LANE SECTIONS LEACHPI IS LEACHPITS 1000 '�X6'-8"SHOREY 6'�X6'-8"SHOREY H-20 CATCH BASIN 6O NOTE: 12' PARKING LANE TO BE 2"OF 3/4" NATIVE STONE OVER 6" REPROCESSED ASPHALT GRAVEL 1 H-20 OR EQ. 'OX6'-8" SHOREY SOLID 1000 H-20 OR EQ. BASIN H-20 OR EQUAL SECTIONAL PLATE 6" WASHED STONE UNDERNEATH 4' MIN AROUND PIT 6" WASHED STONE UNDERNEA H 4' MIN AROUND PIT OR SOLID BASIN STRUCTURE STRUCTURE n ELEV. 2 ELEV. SECTION THRU DRAINAGE on V 39.6 0" 39.1 A NOT TO SCALE LS A 10" 10YR 3/2 38.8' LS TEST HOLE LOGS B 12" 10YR 3/2 38.1 LS B ENGINEER: DAVID FLAHERTY, R.S. 10YR 5/6 LS 4, WITNESS: DON DESMARAIS, R.S. 34" 36.8 10YR 5/6 33 1/ 36" 36.1 DATE: DECEMBER 28, 2006 24 1/4" PERC. RATE _ < 2 MIN/INCH CLASS I SOILS p# #11560 C C PERC ❑o❑o❑o❑o❑o❑ Ms Ms DoOoDoElolJO DETAIL SHEET TO ACCOMPANY 25YR 6/4 ❑o❑o❑o❑o❑0❑ SITE PLAN 00000o 25YR 6/4 ❑o❑o❑o❑o❑o❑ OF LAND IN ❑o❑o❑000❑o❑ 1-1 120" 1 29.6' 144" 27.,' ❑O❑o❑o❑o❑o❑ CUMMAQUID (BARNSTABLE MA NO GROUNDWATER ENCOUNTERED - �7 #4011 MAIN STREET (RT. 6A) ELEV. ELEV. PREPARED FOR 011 38.3' o" 38.4' 1 1/4" 4 1/2" A FOURTH FLANGE LE BASINS CAPE WILDLIFE CENTER " 10YRS 3/2 � LS WITHOUT CURB ',NLET TEST HOLE LOGS 12 37'3 16„ 10YR 3/2 371' DAVID FLAHERTY, R.S. 2007 ENGINEER: S B 3/4" 24." DATE: JAN. 30, WITNESS: DON DESMARAIS, R.S. 28" 10YR 5/6 36.0' LS REVISED: 2/20/07 (REVISE FOR HISTORIC) DATE: JANUARY 4, 2007 30" 10YR 5/6 35.9' REVISED: 3/20/07 (REVISE FOR SPR) PERC. RATE _ < 2 MIN/INCH REVISED: 5/2/07 (FIRE LINE, ACCESS, DRAINAGE) CLASS I SOILS P# #11559 REVISED: 6/26/07 (LIGHTING/SCREENING) PERC C C 4 1/2" L 8„ REVISED: 9/27/07 (WORK LIMIT LINE) MS MS SECTION A- A 25YR 6/4 MINIMUM FRAME WEIGHT: 3-FLANGE - 265 LBS. off 508-362-4541 25YR 6/4 4-FLANGE - 295 LBS. fax 508 362-9880 MINIMUM GRATE WEIGHT: 215 LBS. DANIEL A. OJALA PE, PLS DATE PASS AREA: 255 SQ. IN. PERMIT SET- NOT FOR CONSTRUCTION 120" 28.3' 120" 28.4' do wry cape engineering, in c. NO GROUNDWATER ENCOUNTERED FRAME AND GRATE Cl VIL ENGINEERS L AND SUR VE YORS - 939 Main Street - YARMOU THPOR T, MASS. DCE #06-294 06-294 CWC-SITE.DWG (ARG-07) Town of Barnstable � `o� Growth Management Department f63T 59- Regulatory Review 200 Main Street,Hyannis,MA 02601 508-862-4685 fax 508-862-4725 Initial Site Plan Review Issues & Concerns P Applicant: Cape Wildlife Center SPR#: 006-07 Property Address: 4011 Main Street,Barnstable Map/Parcel: Map 335,Parcels 060 Zoning: RF-1,AP Overlay—exempt use—Non-profit educational Proposal: Converting house from single family residence to office/student housing. Converting garage to animal clinic,adding a donner. Converting grounds from horse farm to wild animal rehabilitation facility. Addition of a well for the care and substance of animals. Adding several animal enclosures(cages). Town water will continue to be used for main buildings and by humans. Septic system is to be upgraded. New parking area with ADA spaces and overflow parking area proposed. This proposal was informally reviewed at the January 31,2007 site plan review staff meeting and the following questions were raised and comments offered. The site plan review committee is requesting that answers to the questions raised be provided to the committee by next Wednesday,Feb. 7, 2007 in preparation for formal site plan review on Feb. 8,2007. What is the maximum number of people that will be staying overnight? What is the maximum number of people that will be gathering for educational purposes at one time? Is there any intention to have a retail component on the site? Is there a plan in place for waste removal? Trash removal plan Animal waste removal plan Medical waste byproducts plan—biohazard and/or chemical e What is the planned use for the existing swimming pool? Old King's Highway Historic District Commission approval for changes to the exterior of structures will need to be obtained. 0 15-ft. setbacks from abutting property lines are requested for all proposed cages. o A town water line for the garage will need to be depicted on the plan. Confirmation that the abutting septic systems are 150 ft. from the proposed well will need to be shown. Adequate ingress and egress will need to be depicted on the plan for fire department apparatus with adequate access to the main buildings. _ APPLICATION FOR SITE PLAN REVIE G/ LOCATION Business Name: Wr��j' �''��'' Subdivision Pian _ Assessor's Map# a36 Parcel # 660 ANR Plan Property Address: �Q/I /`7af rl �- Site Plan /° 0-n �a Cu,mMOLef MIS- Oa63� ly 0 .�ih OWNER OF PROPERTY ( APPLICANT - / Name: docr r �(nr`t�� �P1 Name: Co, e �,� Address: 10 0 L Jtr /V. W- Address: Me C §fV Telephone: G a, O/1 ( Telephone Fax Sad 36d ~ C?� 6� Fax — Oo�6�- ARCHITEC /DEVELOPER/CONTRACTOR/ENGINEER AGENT/ATTORNEY Name: 0�r} -, ?e n e e r'r P1 Name: Address: q3 t f,o Address: Telephone: Telephone Fax Fax STORAGE TANKS(HAZ MAT/FUEL OR WASTE OIL) ZONING DISTRICT CLASSIFICATION District PF-- I Overlay(s) Existing f JO Proposed t b Lot Area/f 6 7c.1, Sq. Ft. 7 Ac. Number _Number Fire District Size Size _ _ Setbacks (ft.) Above Ground Above Ground Front 30 Side �� Rear ��� Underground Underground Contents Contents Number of Buildings Existing 3 Proposed v c h c IuK Demolition UTILITIES TOTAL FLOOR AREA BY USE Sewer- ❑Public ®Private Size fs � gal Existing(sq.n.) Proposed(sq.s.) Water- ©Public ❑ Private Basement a304� °�3v Electric - Q Aerial ❑ Underground Residential Gas - ❑Natural ❑Prop Restaurant - Grease Trap- ❑ Size F1 gal Retail Sewage Daily Flow * gpd Office 73 Medical Office PARKING SPACES CURB CUTS Commercial (specify) Required /z- Existing 1 Wholesale (specify) Provided 1-5- ce " Proposed O Institutional (specify) On-Site ✓ To Close O Industrial (specify) _ Off-Site Totals All Other Uses On Site Handicapped I Gross FlooriArea *GP or WP areas restrict wastewater discharge to 330 / gallons per acre per day into on-site system. Q:SaeP1an:SPRPG3—02/20/2002 Old King's Highway Regional Historic District File # Approved? M Yes ❑ No Hyannis Main Street Waterfront Historic District File # Approved? ❑ Yes No Listed in National and/or State Register of Historic Places? ❑ Yes No Previous Site Plan Review File# Approved? ❑ Yes ®No . Previous Zoning Board of Appeals File # Approved? ❑ Yes [zNo Is the site located in a Flood Area(Section 3-5.1) ❑ 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. f Yes ❑ No Parking and Traffic Circulation Plan ❑ Yes ® No - r Landscape Plan and Lighting Plan ❑ Yes ®No Drainage Plan with calculations and Utility Plan Yes No Building Plans, (all floor plans, elevations and cross sections) H Yes FV1No Note that all signaQe must be approved by Code Enforcement Officer at the BuildinjZ Department Lot area in sq. ft. �(%� sq. ft Total Building(s) footprint sq. ft. Maximum Lot Coverage as% of Lot % GROUNDWATER PROTECTION OVERLAY DISTRICT REQUIREMENTS' DISTRICT: Lot Coverage (%) Required N9 —Proposed-. 60 Cha n�e_ Site Clearing (%) Required ' Proposed PRINCIPAL BUILDING ACCESSORY BUILDING(S) es ❑No Number of floors a Height: < 30 ft. Number of floors�_ Height: .41,30 ft. FLOOR AREA: FLOOR AREA: Basement ,)3011 sq. ft. Second /?60 sq. ft. Basement V,,� sq. ft. Second sq. ft. First J6 00 sq. ft. Attic sq. ft. First /G O sq. ft. Attic — s ft sq.(Specify) s ft. q Please�/�,/pprovi/de a brielyf�narrative description ofyour ropo//sed project: Z( - e r O_ GIL4 I rm" r ar 6 M -� G r'" J rLt, r�vl ve OL �C r Q ✓1 v�.� �/1 G�0 a �e C bw 6.t)Q �C ,� e, C J f 7b 6e a I assert tha I have co 1 ted (or caused to be completed) this page and the Site Plan Review Application an o f e f y knowledge, the information submitted her s t Signature of Applicant Date PRINTED NAME OF APPLICANT Q:SiteP1an:SPRPG4 02/20/2002 A Project is proposing to move Cape Wildlife from current location to this site. New site has ample open space and amenities for care 8t rehabilitation of wildlife. Center is non profit educational center so use is allowed by right under zoning. Septic upgrade and handicap is proposed. Ample parking with overflow will be provided. r dawn cape en ineerin , inc, q q CIVII. �NQN��F,5 & LANI7 5UI;V�YOp5 9-59 MAIN 5T/ UM 6A YApM0UTHI`0Ff, MA 02675 (508) 362-4541 FAX (508) 362-9880 TRANSMITTAL SHEET DATE: May 2, 2007 TO: Thomas Perry Building Commissioner-Town of Barnstable FROM: Daniel A. Ojala, PLS, PE Down Cape Engineering Inc. -- � RE CAPE.WILDLIFE CENTER,'#4011 MAIN STREET;CUMMAQUII),MA Attached please find revised Site Plans for the above referenced site. We now:ailize an emergency access from Bayberry Lane into the site. ; The main building is to be fully sprinklered, and a yard hydrant and fire line are now shown. The water main will run from Rt. 6a, or from Rue Michelle if an easement can be secured. The stormwater runoff is now contained by an extensive drainage system. I have preliminarily reviewed the fire access and drainage with the FD and Engineering. I also added additional overflow grass parking on the North end for the occasional assembly type uses, I calculate 38 required and 47 spaces provided. The applicant also provided a timeline for phasing in the work. (document dated 4/30/07 attached). The animal hospital is required to be up and running very soon, so the phased approach is requested. Please advise as to whether we may begin constructing the animal pens, drainage system, and septic system, as time is of the essence. Please do not hesitate to contact me with any questions or comments. Proposed Phasing of Cape Wildlife Center Redevelopment at Cummaquid 4/30/07 Intent: We desire to appropriately and actively address town concerns and requirements in the development of our new facility, especially as they relate to fire safety and neighbor concerns. We further desire to initiate Clinic and Office operations at Cummaquid this summer. These programs would be operated in the same manner they have been at our Meadow Lane facility for the past 11 years. Students residing on site would continue to be held to our strict, no drinking and no smoking policy, which has allowed us to maintain a superior safety record at Meadow Lane. All new program elements will await the completion of interior fire safety upgrades. If we are able to implement this proposal animals will not have to needlessly suffer and die and students can continue to complete their school requirements. All property upgrades will be completed by late Spring of 2008. Constraints: 1) Current Facility needs to be empty for turn over to new owner by July 31 2) Timing of the design and installation of some elements could conflict with animal care operations for the summer of 2007. Request: To implement the following phased approach to the development of this facility which would allow us to continue to provide the vital services to the local community this summer while also creating a superior facility by the Summer of 2008. Phase 1- May 2007 Install run-off retention and redistribution system Install new Title 5 septic systems Create Fire and other Emergency Access to the facility from Bayberry Lane. Trim trees and improve turn off at Main Street access for Emergency Vehicles Install Fire extinguishers in all clinic and residence rooms, Fire Alarm, Emergency Lighting, Exit Lights and Fire Ladders Complete preparations for Temporary Clinic Operations Phase 2 - Summer 2007 June 12007—Open Offices, Temporary Clinic and Student Operations at Cummaquid (Public Use of the Facility for Events and Trainings will not commence until 2008) Engineer Sprinkler System and new water Main Improve Fire Envelope of Enclosed Stairs, i.e. install fire rated doors, auto closers, etc. Complete Structural Engineering review of Live and Dead Loads in Assembly spaces Initiate conversion of the existing Garage to new Clinic building Phase 3 —Fall 2007 Install Sprinklers throughout the residences, offices and public spaces. Install new water Main and Yard Hydrant Reinforce Assembly areas as needed Complete Clinic construction Phase 4—Winter 2007 Shift Clinic operations to new Clinic building Convert Temporary Clinic into Student Dorm Phase 5 —Spring 2008 Begin Public Use of Assembly spaces - N O y 7 1 1 1 N z _ o FP CL FP -- ~ DN i i DN Z .v. x BATHROOM Z r A i N 15 SOFFIT SOFFIT W U W KITCHEN '.. k 23'-10' # 9'-10' T-11/2" 1, 23'-10' KEY cccccco DEMOWALL 1 SECOND FLOOR o EXISTING WALLS Scale:1/4"=1'-0" ®NEW WALLS EXISTING CONDITION DOCUMENTS Project Name: Cape Wildlife Center 4011 Main Street ---------------------------------- 2637 l � 02637 Drawing Title: i FLOOR PLANS , �-----_ Scale: 1/4"=1'-0' 0 O O O D—by: FP/SR D11 Checked by:MAA Date:30 JANUARY 2007 REVISIONS s'-o• 1 2'-2• 1 s'-11" 11'-6`1. �. 66'-1 1/2" n FIRST FLOOR Scale:1/4"=1'-0- Al F- - - - - - - - - -- -- -- -- -- -- - - - - -- - - - - - - - - - - - - - - --- 0 � s � N z _ o W � CEILING SLOPES > F m Z � K SOFFIT SOFFIT G U W CEILING SLOPES L — ———— — — — —— —— — — — — — —— — —— — — — — — — — — — — — — —— — — — — — — 1 REFLECTED CEILING PLAN-SECOND FLOOR KEY SCale:1/4°=1'-0" _____�DEMOWALL o EXISTING WALLS ®NEW WALLS EXISTING CONDITION DOCUMENTS Project Name: Cape Wildlife Center 4011 Main Street Cummaquid,MA 02637 Drawing Title: REFLECTED CEILING PLANS Scale: 1/4"=1'-01, lu 1� 1� 1� I I I I 1� 1 11 11 1 1) 11 11 11 11 1 11 1� I Drawnby: FP/SR Checked by MAA ST EL AM '. Date:30 JANUARY 2007 REVISIONS rl 2 REFLECTED CEILING PLAN-FIRST FLOOR SCale:1: =1'-0" A2 N O N 7 L m U p 2 _ o ro > rn Q N f N � w Z o W �O = h F., m DECK 1 DECK 1 KEY DEMOWALL o EXISTING WALLS ®NEW WALLS EXISTING CONDITION DOCUMENTS Project Name: Cape Wildlife Center 4011 Main Street -- --------------- ---- ---- -------- ------- Cummaquid,MA 02637 Drawing Title: ROOF PLAN Scale:114'=1'-Y ROOF PLAN Scale: 1/4"=1'-0' Drawn by: FP/SR Checked by:MAA Date:30 JANUARY 2007 REVISIONS A3 o 0 v R 28 F 7 a f- G W T F m �TU KEY c__===-DEMOWALL ING 1 NORTH ELEVATION 2 EAST Ae:1E4 ELEVATION ®NEWTWALLSALLs Scale:1!4"=1'-0" EXISTING CONDITION DOCUMENTS Project Name: Cape Wildlife Center 4011 Main Street Cummaquid,MA 02637 Drawing Title: ELEVATIONS B 8 Scale: 11-01, 0 0 0 Drawn by: FP/SR SECOND FLOOR Checked by:MAA ---'__-'+12'-0' ---- Date:30 JANUARY 2007 REVISIONS FIRST FLOOR 3 SOUTH ELEVATION 4 WEST ELEVATION Scale:l/4"=1'-0" Scale:114"=1'0" A4 N O r+ Y -.1 y ELI LL > v a N v z W � 0 0'-0' FIRST FLOOR - EXISTING BUILDING NEW STAIR ADDITION 1 PROPOSED WEST ELEVATION n PROPOSED SOUTH ELEVATION Scale:1/4"=V KEY -=====-DEMO WALL M==�EXISTING WALLS z==z=NEW WALLS EXISTING CONDITION DOCUMENTS Project Name: Cape Wildlife Center 4011 Main Street z Cummaquid,MA 02637 ® ® ® ® ® m it z `=' Drawing Title: ' x ------------------------------------------------------� PROPOSED ELEVATIONS —-- $-�2'-0" SECOND FLOOR � I I I I &PLAN ADDITION / Scale: - 1 1 1 ¢ 1/4"=1'-0' o LI_I_I—LL 2 Drawn by: FP/SR z Checked by:MAA \\ / Date:30 JANUARY 2007 REVISIONS i 0 ,/ 0'-0' FIRST FLOOR ; 6-1' 18'-3" 66'-21/2" PROPOSED EAST ELEVATION 4 SROPOS ED NOEW STAIR ADDITION _ s I A5 LOCATION PLAN / MICHAEL A. & I I \1 s /r -A _ / BARBARA R. DUNNING f / I I I Roufe �.A \. I \ DB 3250 PG 28 I I I I MA\k3 5 V f'� �� 46.7 I \ I I JULIA C MPBELL 030 PROPOSED \ 14PROX. TAYL 46.6 4027 45.5 DRIVEWAY I \ SAS I # / WIDENING _ - 70.40' I I / \\ I q I I I LC P 4 XISTINGJ � - - CERT 13 668 1 I / \ 10'X22' PROPOSED GRASS SIGN / ::. . / \ I I I \� \\TURNOUT/ •�''_ ATER \ / \ I LP METE 1I' �y -R. / I \ _I � PIT 4,11 C \ I \ 1 h PROX sas # 4007 '. 20.0' : ql MAP 5 �\ / \ \ \ a' A \ 1 I \ lu \ 0019 // �9 \ \ APPhOX.L � I I \ SAS ° /DPRO / \ qll�� < / LESLIE I / ( \ \ I \\ \ �J \ o Co N�jTE: CLEAR ALL BRUSH / \ \ \ 3 � d- AtdD OVERHANGING BRANCHES I VALERIE H MMILA� x 5g \I c� 1 14' HIGH X 14' WIDE MIN. �\`�Ii / DB 716 PG/272 / / '\ 39.o I X D VE. _ - / \ \ I EXISTING \ / I � GATE I I `r m J AP 35 X / \ / p \14g 0 0 6 ®� // \ / I \ I \ I o I \ / / 1 7 70 P/C 451 1 43•9 MAP 335 I — # 4005 I MICHAEL A. & BARBARA R. DUNNING DB 3250 PG 28 � \ I i MA� 35 \ I I � - - � I I I k I / ( \ - / /DOTE: CLEAR ALL BRUSH / \ \ A I JULIA C MPBELL 030 - - I I /1 \ / i / \ / AND OVERHANGH iGGIIN/BRANCHES \ \ 1 SAS I TAYL 46.6 # 4027 I ` \\ // �0.00' NO ALL PI ACAS ON EIN'I-TRANCE - \ I I I LCP 4 � I \ / \ I XISTINGJ - - CERT 13 668 D - \ 10'X22' / \ \ I I \ / i / \^ O GRASS / - K - \ \ TURNOUT/ - - / I I / w / `� Aa X / 2 \ O X_�—�X \ i � // //� m Q \ o MAP B 335 I I / -o s 1 0 JI I I I II I\ X— —X I T —_I II I I PROPOSED­' Scale:l"= 30' I 15 OPENING � -- -1 APPROXIMATEENTRANCE AREA: FOR PARKING ' 16 ' TREE LINE PER GIS. 0 15 30 45 60 75 FEET 14 \� 49. F 17 --�" I PROPOSE0 PROPOSED / 13 PARKING 5 --- POTABLE �\ 509 - / I I (GRASS) 18 - WATER WELL 12 / PROPOSED 11 OVERFLOW �� / 1 \ 49.3 / o I PARKING 20 I I 5 .8 \ 10 (GRASS) -- -- - 1 PROPOSED OPENING X I 9 I FOR PARKING ` // / / / o / 8 \ I OVERFLOW � °) Q OUTDOOR / \ EXISTING BARN PARKING x STORAIAL r/ 03 GE (STORAGE) (GRASS) I - - ' MAP 335 / 067 / 63 - - _ _ \ / �0 \ \ x / / / - - - - - _ — _ _ - - / I 0) \ X \ MAP 335 22 N 49.4 0#0401 <- j - - - _ ROP'O D 23 \ STOCKADE \ FENCE \ \ � X � < � \ � RT. 6A )5 \ \ \ \ APPROXIMATE \\ X 4� 9.0 TREE LINE PER �.\ 48.2 // - - - - - - ` \ \ GIS TYP. / 5 0 I .2 � _ SA C�CAT —� \ PER- OWN \25 P `Locus / 26 rn I 2 N FLAX POND / I \ PROPOSED I A 1 / 5p.7 036 35 I I \ EAGLE 2770 MA 1 \ FLIGHT < o I / # 116 I ENCLOSURE I Y I / D c 48• / z \ - / HERBERT G. & _ I \ 100'X35'PROP / 28 MARY C. CARROLL SMALd5Eu X BOTTOM - i �� -- DB 1291 PG 673 RAPTO X / 29 \ 0 4") MAP 335 LOCUS MAP CAGE I I I'C�2 0 # 77 SCALE 1"=2000't XIS ASSESSORS MAP 335 PARCEL 60 52.2 \\ / LOCUS IS WITHIN FEMA FLOOD ZONE C AS SHOWN ON COMMUNITY PANEL #250001 0001 D DATED 7/2/1992 (NOT A FLOOD HAZARD ZONE) 52 .2 \ \ I k / I I PROPOSED PROPOSE j PROPOSED '� / I I ZONING SUMMARY RABBIT HUTCH SONG BIR / DRIVEWAY / I / / \ ENCLOSURE / ZONING DISTRICT: RF-1 DISTRICT EXPANSION REQUIRED: PROVIDED: FOR "T" XISTING / I / MIN. LOT SIZE 43 560 � S.F. 194,672 S.F. \ ` - PROPOSED- - - - - - \GAS WAL / FIRE L NE: / MIN. LOT FRONTAGE 20' 165' — — — — -o i NO PA KING / MIN. FRONT SETBACK 30' 50'+ TF PRO OSED �� ,j sIGM. / MIN. SIDE SETBACK 15' 11.3' PROPOSED OPPOSSUM CAGE �$U24)L CAGE / ~:: // I / MIN. REAR SETBACK 15' >100' MULTI-USE �; (8'x18') <30'' HOLDING PEN � � � � / '�>� / I / MAX. HEIGHT 30 6 /PROPOSED PROPOSED TURNAROUND 6 �� TEE 12" REPROC. SITE IS LOCATED WITHIN THE AQUIFER OPPOSSUMCAGE ASPHALT GR�V/EL) / PROTECTION DISTRICT Wv (10'X12') - - -46- .. / M 'EXISTING +. / OWNER OF RE / \ M PROPOSEDVEGETATED `.:` / / CORD PROPOSED WELL \ - 2 HP ISLAND WATER LINE BENCH MARK — TOP OF CONC. / // — SPACE / / / °�� PROP. 12'X 2' / OWNE R ER OF RECORD: AT POOL COR. EL. = 43.6 // / �, - - - ! hR ANE: 7 / DUMPSTER PAD / O,L 41 � DO- T BLQ_CK DRIVE / / 6' STOCK. HUMANE SOCIETY OF THE UNITED STATES WIDEN SI \6 / FENCE/GA o DRIVE REFERENCE LF�oo 1 - ..'.'. 4� LF 2'X2' WASfiED TONE O 1,- `� .5 O� 77 LEACHING TRENCH S o� NO 9'L 2 L �� F,. . .. .. ROOF DRYWE�L�CONNECTION c �' 4TO REMAIN // TO HOUSE / DEED BOOK 21403 PAGE 156 - � � QJ / / EXISTING � / GP O - o / � - — — — — — — — — — — — SWIMMING LUMBING M— — — 3 \�G� o�F.�:. . / �� PLAN BOOK 263 PAGE 50 / / O POOL s�9��.�' N ETH V. & / / �� � 8 9 FF \ SAS LOLATION, /} 0'F` T� Ai WILDLIFE JCLAIC \ PARKING CALCULATIONS: ;OTHY A.—PLACE — — APPROXIMATE \ / / / � + �� �� T o F � o� \ / (WE L-WATER) / 2331 PG 205 r _ \ // // i / j °o '�� �Loo psi ��� �9�� \ 7 ' / / / // 8 EMPLOYEES, 4 VISITORS �. OCCASIONAL EVENT 85 PEOPLE MAX. 85/3 = 28 EXIS 1000�� �� S ti S O / OPO ED 42 AL. S PPPP IC- - �. G�( A- �� ''� ,/ � // 15 SPACES PROVIDED, ACCESSIBLE ROUTE SHOWN. S TA T REMAIN MAP 335 I / / %,9�� _ ' � 14 OVERFLOW PARKING SPACES SHOWN � O �. � � 037 / 1 // / J W TERFOWL �� F+s �' F / \�-/ 29 TOTAL SPACES PROVIDED (INCL. 2 HP) \ # 119// 1 / I FOX EPR P SEDE (6'X12) PROPOSED �6F6T� ST • ��ti / 112'DIA.) _ LARGE WATEI OWL o O, (12'X36') o �p�G�ctiT WELL WATER: L _ PROPOSED / Fti 4'G� ' / PROPOSED ENCL. STA S / �v SYSTEM #1 o gar / NOT FOR HUMAN CONSUMPTION PROPOSED GULL/RAPTOR / FOX / ENCL-0 ED AS J / TO SECOND FLOOR ADDITION '� N'CLOSURE 6'X12' TO LIMPED TcA oQ� / NON—CHLORINATED WATER TO ANIMALS � (8'X12') / ( ) r �.���" & FILLED W/CL A i �� / I MAINTAIN POTABLE SETBACKS, NO CROSS q0 ��h4 •3 SAND j 38.g � L // I PRO osED CONNECTION TO POTABLE WATER ALLOWED. ^I DU L COMP TMENT PASSOED \ EXIT"idG �I) S PTIC TA USE. 9 ' �� SYSTEM #1 �\/ SYSTEM #2 DK�, � %�36.2 NON—PROFIT EDUCATIONAL & WILDLIFE PROPOSED / EXISTING 4 BDRM. PROPO D HCP CLINIC & REHABILITATION CENTER �.�3 TM� 330 GPD / SEPTIC SYSTEM TO I ACCE RAMP 8. \ SAS REMAIN S / S___ S_��5 / I Jew WAL AY SITE PLAN / 1�0 700 SYSTEM #31 �J PROPOSED I OF LAND IN 700 GPD \� G - - - - - P POSED / iy Fps+~ O `=:;.. SAS 1 !P �GOYO� ENCLOSURF�/ , 9 CUMMAQUID (BARNSTABLE), MA VEGETATED SCREENING �YFPZP — _ — 9�� \ goo°� #4011 MAIN STREET (RT. 6A) �FT PROP ED�SMALL / \ 9 PREPARED FOR \ T PROPOSED SKUNK RAC ON ENCLOO-SURE \ ENCLOSURE \ 14') \ - _ CAPE WILDLIFE CENTER BpRDeRjNG\ \ ,- - MARSHA ELLIOT DB 19955 PG 07 \ \ \ .APPROXIMATE 3A \ PR OSED LARGE /\ DATE: JAN. 30, 2007 TREE LINE PER � R COON ENCLOSURE 07 \ \ GIs TYP. \ i \ REVISED: 2 20 20'X24') � � (REVISE FOR HISTORIC) REVISED: 3/20/07 (REVISE FOR SPR) PROPOSED OUTDOOR \\ \\ I I COLDWATER SERVICE Scale:V'= 30' 8.7 �yjN�FMASS9 �ZNOFMgSS DANIELA, cyG� �o`�� DANIEL 9C�Gm 0 15 30 45 60 75 FEET Ncc) OJALAs -+ A. a D \ \ \ I 0 CIVIL m 0 OJALA N \ \ I No.46502 No. 980 /STEQSS\ P l4-1 � ��ZD 07 off 508-362-4541 fax 508 362-9880 DANIEL A. OJALA PE, PL DATE FocF�� 28\ -7- \ \ PERMIT SET- NOT FOR CONSTRUCTION \ down cope engineering,eerin g �T � � SITE PLAN: inc. - �� \ Cl VIL ENGINEERS \\ Scale: 1"= 30' L AND SUR I/E YORE 0 15 30 45 60 75 FEET 939 Main Street — YARMOU THPOR T, MASS. DCE 06-294 06-294 CWC-SITE.DWG (ARG-07) NOTE: SEE ENTRANCE AREA DETAIL ON LEFT FOR CONTINUATION / # 4005 �.A / MICHAEL A. & MATCH LINE I ::: : : \�� - NTH BARBARA R. DUNNING / fly MATCH LINE / PROPOSED Route \ � 4s., / � I I � \ / DRIVEWAY \ DB 3250 PG 28 I I I MAP 5 5 WIDENING _ JULIA C MPBELL 030 \ 1 14PROX. TAYL 46 4027 _ - :: :':::: : :: ..... : / - - - \ i I / �/ \ I I SAS I LCP 4 6 # : I / / PROPOSED / \ I I / \ I : ::.:.k:.:::: XISTINGJ • - CERT 13 668 SIGN 10'X22' GRASS TURNOUT/ METE PIT # 4007 •:::: � i� MAP 5 / I � � 1.. �.. . 1 \ \ \: \ �f•- I .� � \ 031 / \ ,q / f PPROX. \ \ \ \\ \ I\ \ SAS � \ ;AOS o / 1'1\ / / \ \ \ \ /9 \ APP�20X L� \ \ ;V LESLIE / / \ \ - - - \ �: \ 2 �lS o b J v I \ NO/TE: CLEAR ALL BRUSH Af�D OVERHANGING BRANCHES VALERIE H MMILA / I \ /� ' / \ \ I \ Sg 3, \ J a 1 14' HIGH X 14' WIDE MIN. I.=; \ ✓ / \ \ \ // \\ IN ES ON ENTRANCEIiUI / DB 716 PG/272 \ :. o l Qj EXISTINGco ) ( Q �� AP 335 SECURITY GATE 0 0 o I 1 I • '• NEW F.D. LOCK BOX / \ / O �1 49.0 065 MAP 335 \ 45 1 43s J I I I II \ \ \ , _ /I_ . ::� \ \ �� NOT CLEAR ALL BRUSH 032 " ' /� h 1 I / I I I I \ \ / I. :::: "T AN OVERHANGING/ RANCHES / \ I. n\�` - - - iT 14' HIGH X 14' IDE MIN. ! / # 4005 / fi - / /I I N TE: WELL WATER-rOR NON-CHLORINf�TED� I I ACLPLACES N NTRA�dCE I: ::::::::{ \ / DRIVE. � , \ { W TER TO ANI -ALS TO BE INSTALLED: �� / / MICHAEL A. & MATCH LINE I ::: : : -1 / / BARBARA R. DUNNING - - �. :. i�r - - I MAINTAIN\POTABLE SETBAtK-S,-NO CROSS I I..::. ... n 1 \ I MATCH/LINE \ \ // I COhINECTlOfI TO POTABLE WATER ALLOWED.DB 3250 PG 28 I / I M4�k25 \ JULIA C MPBELL 030 I / I I ' - - - / .:•. q6 \ ? - - - // \ - k A�SAS I TAYL 46.6 # 4027 - I - CERT 1 3 668 / I� \\ // \ 0'LC I XISTINGJ - \ 10'X22 :: :►::::: GRASS / / I \ / :.�:: '•::: - ,- - \� TURNOUT/ - - - I I / \ I z I 4 - - - - � ,,� ... .. r� � l 40LO ON /Q \ MAP 335 X_ PR, PROPOSP � m Q o :: :::.�'. _ 44 OVERFLOW _- 38 ; / p \\ \ 530 066 \ ENTRANCE AREA: Scale: "= 30' I / I /0 1/ �/ -13 X--� ::a i._- 43 .° �RA S) _.-- -13 37 PARKING _'1 // \ 1' 42 36 0 15 30 45 60 75 FEET 1 I �- -- - - PROPOSED x ' 35-'-i OPENINGi 41 15 , FOR PARKING L:.::':::.:1 .__ -- - / 16 I' : ::: ::� - / t 14 PROPOSEO\ 49.5 ' 17 x ::: ::::I PROP SED 33 13 ! PARKING --- :': :':': :':f POYABLE SpQ / I -----� (GRASS) i 18 ! I :; ::•::: WATER WELL 32 APPROXIMATE I/ / / I 12 PROPOSED -� I :: ::I ;y\ - _� TREE LINE PER PARKING � : 31 GIS. / I --- h: .. .::.:::.:{`,;'. W.':i ,' WATER-MAIN / 11 (GRASS) ' \ - I / 49.3 / --� _� / cP F� ----� NOTE: GRAVEL L 20_ ' is _ - 30 I / 15 .8 , \ 10 ! TO BE ADDED AS REQUIRED �::. � j OPEN91?f TO STABLIZE / FOR fRA#3}f{PfC? / TRAFFIC AREAS :::I . /� c� /MAP 335 \ / 8 � (TYP.) � I.:::•:::.•:.� - - �• 21 4 0) OUTDOOR [:':':: ': .. L.: :-. . ` - - 067 EXISTING BARN i:.,. ,a: 22 `� I Q / I \ x MATERIAL ( ) r ..;1.,. y�.�\. I CREAT�F CONTII`1UOUS-GRASS LINED SWALE / / \ I ::: ::::: STORAGE STORAGE ,_.,.. ,� I � / �. } �• ALON ASTERN LOT LINE. �\ 5 -\ 4"LAM AND SEED- NE EROSION CONTRpL MIX 23 I I I / JU/ EROSION CONTROL NETTING LINER FULL WIDTH I /N.A. GREEN OR EQUAL / ii SWALE PITCHES SOUTH TO AREA DRAIN I \ g I /BUILD UP BERM THIS AREA, �24 I / SUPPORT WITH ROCK WALL X x X ,.� I / OVER FILTER FABRIC WHERE REQ. MAP 335 I - - - ROPOSED 4.47f AC. STOCKADE ,, 'r� o 0 \ FENCE : : . q :+ ` 26 & APPROXIMATE ::;: -\\ / \ 9.o TREE LINE PER - 50. -- GIS TYP. - - - :: I- `'d.;:a I / RT. 6A 2 2 \ SA OCAT EXISTING ,j I / / o F :.: rq;:.5 PARKING PER- OWN DRIVE. :::: : '� ":.: .:::.; ,�\ `. / / GRASS WITHlu WIDEN TO ^i:��28 �/I 1 GRAVEL ACCESS w 14' MIN. I ::::: , : \ _ / \ DRIVEWAY. WHERE REQ. I // // \SO I I \ x t:.'•;.:y. :'i`� 29 I N I �HeRY EzP\��O'-LOCUS MAP 335 \ PROPOSED i > PROP. 12' GRAVEL DRIVE 2 I // 50.E 036 I I \ EAGLE ..: ' I I FLIGHT F_t; , .:..1 I / # 116 I I \ ENCLOSURE / FLAX POND 2 / ; o \ 100'X35' i I HERBERT,G. & - _l ::. / I C - -- PROPdSEO GRAVEL - / \ MARY C. CARROLL SMALL x BOTTOM M 5 -D Z DB 1291 PG 673 RAPTO x :: ': `,._,.. .:' '� I WI / AP 33 o z 068 CAGE 77 LOCUS MAP X 5 \ I I:'.::::: � / k / SCALE 1"=2000'f 07 ASSESSORS MAP 335 PARCEL 60 4.47 AC. 5 \ I \ \ REMOVE \ \\ �2 \ I 1 I �' TREE -j / / LOCUS IS WITHIN FEMA FLOOD ZONE C \ \ I AS SHOWN ON COMMUNITY PANEL #250001 0001 D PROPOSED PI�oPosE / PROPOSED .�- `.c oa ( / I RIM 45.7 I DATED 7 2 1992 NOT A FLOOD HAZARD ZONE) (� / / /RABBIT HUTCH S NG BIR DRIVEWAY / �' " 1 I / INV. 43.0 \ \ FIVCLOSURE / ` % GRADING TO EXPANSION / r'�.`v;`r;:.i FI E L NE: / TYP. / .► I I NO P RKING SWALE RUNOFF ZONING SUMMARY SIGI$I. INTO BASIN / o XISTING i I - - P OP ED � WAL ::._ .; ;; i I // I // ZONING DISTRICT: RF-2 DISTRICT / �/� - - - - - x \ - - - - QUIR L CAGE o / `" t` I PROPOSED / REQUIRED: PROVIDED: C b IRE LANE: 0 PROPOSED (8'X2 ) A� F'• .:.,...>.i I FIRE LANE AREA MIN. LOT SIZE 43,560 S.F. 194,672 S.F. PROPOSED c:. :::.::,i I (12" REP OC. , 'V NOT BLOCK ACCESS- OPPOSSUM CAGE FIRE LANE: .:.::a....:._:; >; : MIN. LOT FRONTAGE 20 165 MULTI-USE Y L WITH VEHIC S OR w (g'X18') DO NOT BLOCK �RtVE �' • ' ' I AS HALT GRAVEL) NOW SIGN GE DING PEN '`' MIN. FRONT SETBACK 30' 50'+ o CUT BACK SIGN. ..:.:.:..::✓r::::::: ::::: '; 'r' �ROPo�E� ? wR•�rar:' MIN. SIDE SETBACK 15' 11.3' \ 4 y - AND OF .I }iv1:' F5; 0� , wv MIN. REAR SET /6 F OPPO�SUM RE / BACK 15 >1 00 6' ST ADE FENCE E CAGE - - ,. MAX. HEIGHT ..... .......... ........ ........ -� •:�� 30 <30 WITH F.D. OCK BOX - _ \ •E3: Y : ....,:. • E A .. ..... ....... .............. .: \ \ =;:;,;.:" _::.::• :.,. . / c� r4 :..:::::::::::: ?• `: .. EXISTING :.'.::. .::.:.:..:......:.. ` ° / SITE IS LOCATED WITHIN THE AQUIFER \ >..... :..: .:. , // AST. 8" W ER AI PRO TECTION DISTRICT a .................. .. . VEGETATED� :::: ....: ..>;;:: `' �- T /� :.:.<._ . . .>..:,..�•_.-•...,<::,-:: .�...;:..;:,.;•� :. . _ ;,y,..::-,.,,;. . PROPOSED •:�•::FRQP.•QSED:•:... \ *..:. .....:: w:. . ..<,r t >::: : - 2 HP :.Vi�A7EFx'::LfAfE::: :.:::.. BENCH MARK TOP OF CONC. . . .., . .:.-,.; :•:::-.r, .-. _,::,.:.;...•_. e..,.�_•::::'..:.-.:�= ��:t�-:.. .:;� ( ) N j M NT 1 ..-:::::.�:.� ISLA •:•: ••:•� -OUT (E SE Q. _•. ,. I` . . .......... ~:<= SPACE / / fli 'ASV• PR OP. 12'X 2' AT POOL COR. EL. - 43.6 =' - PST AD OWNER OF RECORD : . .. . . -.. ..... . ........................ ..... ..... [R�fE... ..... / / k� 6 SK. �I �...::::.. / PROPOSE :._ .::: I�? N:::...:. :::::: '::::: ::': .: FENCE / IRS ACCESS LAN \�/ o� QFj �" •'� O : .:':: ' .: :::::. y... . . / \ o c F �o pld :::'::::::':: ::: :� . OWNER OF RECORD: WIDE T-a �5, /�j, F� Oc :1:: . .: . :.':::.`- ' ..:............. : ::: :::: .... :�': 4L / ♦ DRYWE�L / O NO WELL �y9 �� . ' d REMAIN � HUMANE SOCIETY OF THE UNITED STATES CONNECTION c :. q:. p Q.G. . . . ...... . RIM 45.7 / / � �G TO HOUSE F+\��O\' O�� < LUMBING \. G G . . . . - - - REFERENCES - - - - - - - - - - - -- - \ - � Q . . �SWDEGRU�OF� G �F \43•8 �. q�/`"C' Fp \ 0P QO Q . . / INTO BASIN P � �TO/ys'o �FS CONN. �`' Q. O // // / DEED BOOK 21403 PAGE 156 NETH V. & SAS l9�ATIC�N_ / / / � �� tio�,FT� �� \ . : wILDUFE�Lr(vlc / yY� PLAN BOOK 263 PAGE 50 _ J F` ' \ (WE�.L- WATER) � / ZOTHY A.-PL AGE - - APPROXIMATE \ // // / -1- \ � q�F o �' / 2331 PG 205 /NO CROSS CONNECTjPN TO WN W ER. r / / 5/ \cam O� ss��ti <� o �'S, p CONNECT NEW G�!-TTER/DO SPOUT y PARKING CALCULATIONS. _ _ _ _ _ / EXIS 1000 1 ` MAP 335 \ I I / // / P OPO ED 42 AL. SEPT10_ - �. GQ '-,p u�Q p �'/ // INTO NE y�I 42 DRAIN LIN 3 PLA S w \ / / / / S ,, TA NkC TO REMAIN �iti'9�� �� 2 ' `�� 2327 SF OFFICE (1/300) = 8 SPACES 037 I W TERFOWL S� ), \ # 119// I // I PROPO/SED (6'X12') PROPOSED ��FSTti rti'SoGo�, �'� / / �Q ASSEMBLY USE: CONFERENCE ROOM- 19 PERSONS I / I FOX ENC fSSURE - - LARGE WATET FOWL �c/r �' F p % '1'� / / LECTURE HALL: 44 PERSONS MAX. />72'DIA.) GATE (12'X36') o I ►o�i��Lc / / /�� 19+44=63 OCCUPANTS (1/3) = 21.0 SPACES PROPOSED / Sp O �J PROPOSED ENCL. STA S �� DORMS- 9 STUDENTS = 9 SPACES PROPOSED GULL/RAPTOR SYSTEM #1 o Sy �p/F 10 / TOTAL: 8+21+9= 38 SPACES REQUIRED. FOX / ENCLOS EDST �0'1 G' TO SECOND FLOOR ADDITION I Id CLOSURE TO UMPED OA 2/ F / �j Q / � (6'X12') •:,'>_•.- <t_._� � & FILLED W / T � >// (8'x12') fi _ ,%� /CL A,N / I 29 SPACES PROVIDED, ACCESSIBLE ROUTE SHOWN. AREA DRAIN �F�'4 .3 SAND 3as \, / PRO osED 18 OVERFLOW GRASS PARKING SPACES SHOWN RIM 7 / RIM 38.8 -Z �o°�� �PASSE9 �� /7J DU L COMP TMENT 47 TOTAL SPACES PROVIDED (INCL. 2 HP) 35.2 EXIS �1 ) S PTIC TA IN IN,3-5. ♦ 2j 1 0G' �° USE / / 9 O SYSTEM #1 �/ SYSTEM #2 s � 1 PROPO ED HCP'\ 36. PROPOSED 2 NON-PROFIT EDUCATIONAL & WILDLIFE 330 g f' : �` ±''' \ SAS GP �-S��S S sTEMO� I ACCE AMP/ CLINIC & REHABILITATION CENTER p \ S REMAIN,-, / F, <5� SLOPE / = \ I i ` • I �J� NOTE: MAIN BUILDING TO BE FULLY 00 G SPRINKLERED. ALL OCCUPIED BUILDINGS TO SYSTEM #31 LPIT ��J AREA RAIN HAVE AUTOMATIC FIRE ALARM. PROPOSED 1 / RIM 41.0 RIM 1.2 u y':< 700 GPD • IN . IN 37 Gw INV. IN 38.2 - - - - - - - - - PR�OSED SAS 5 / LPIT V. OU 37.6 GQ�Q INV. OUT 38.0 SITE PLAN � ��0�(8 X12'�S�V/ TFFN 'oo \ �2 \\ RIM 41.4 ��� OF LAND IN - VEGETATED SCREENING CF p1�'FT��m.�vo �- - 2 \\ \ J LPIT I V. OU IN 3 360 P 8 RIM 9CUMMAQUID (BARNSTABLE)FT36 �� \ ♦ INV. OUT 3 .01 . y,0 \ MA cT/ON` : PROP ED SMALL #4011 MAIN STREET RAG ON ENCLOSURE \ (RT. 6A) \ PROPOSED SKUNK ENCLOSURE \\ 14') \ (12'X16') \ RSHA ELLIOT DB 19955 PG 75 \ PREPARED FOR R , _ , \ \APPROXIMATE \ PR OSED LARGE CAPE WILDLIFE CENTER TREE LINE PER -� GIS TYP. \ I R COON ENCLOSURE \RIM 38 DRAIN \ \ `I� 20'x24') /INV. IN 35.0 DATE: JAN. 30, 2007 9 I / REVISED: 2/20/07 PROPOSED OUTDOOR \ ` COLDWATER SERVICE REVISED: 3 20 07 REVISED: 5/2/07 (FIRE LINE, ACCESS, DRAINAGE Scale: 1"= 30' OF MgSs9cS 1a��,'(H OF Mq DANIELA. GN o�' oy - \ OJALA a DANiEL ��, 0 15 30 45 60 75 FEET \ 30 \ \ \ i o A. \ \ \ \ \ No.465020 �g U o No.o.0980 FCC \28 /ONAL �gNFE OOQ - Ak "' , o� \ \ \ \ - �, < vE� off 508-362-4541 fax 508 362-9880 9 �T ` SITE PLAN: s7-�7 \\ Scale: 1"= 30' clown cope engineering, inc. \ \ Cl VIL ENGINEERS \ \ 0 15 30 45 60 75 FEET \ \ L AND SUR VE-YORS 959 Main Street - YARMOU THPOR T, MASS. DCE 06-294 i i I CLINIC FIRSTFLOOR 44.1 H-10 CONC. COVER 24"CAST IRON COVERS 24"H-20 CAST IRON COVER H-20 RATED F&C FINISHED • 8� REVEAL FILTER FABRIC MANHOLE FRAME AND COVERS GROUND 38.5t RIM 39.Ot BLOCK UP D-BOX, 24"I.D. RISER OVER STONE LABELED "SEWER" TO GRADE WHERE INDICATED 40.0 SYSTEM #1 TO GRADE, MORTAR ALL COMPONENTS RISERS (TYP.) #1 1.5' HIGHER TYP. 2'� TOP OF CONCRETE EL. 35.5 MORTAR ALL INV'S EL.34.5 COMPONENTS BLOCKS OR . .•,.: 4. PRECAST RISERS H-20 21.D. f401t *36.97 :' -1 4• 4 -. -' 1 4" - o°o°o°o° °°o°o°o° .: ..' . ": r' r :. . . , . r ':. '• 00000000°°0000000° 1650 GAL 0000 00000) ®®®® 0 ®®®® ®®� -0 ®®® Fm®® ®m®® 0°0°00° 00 GAL H-10 36.72 180L CUM ' AT 1% ° 000000° o000o i� >000000�o 00000000 0 0 0 0 0 00000000 000000013' AT 2% o 0 0 0 0 0 25' AT 1% o 0 0 0 0 0 0 0 ®®��®®®®�®® ®� ®®® ®®�® ®®®®®®®®®®® o 0 00 04"�SCH4D PVC o 0 0 0 0 0 0 'o°o°o°o0 0°0°0°0° 0°0°0°0°c0°4"OSCH40 PVCIC TANK GAS BAFFLE .. °o°o°o°o 0°0°0 4"�SCH40 PVC ° ° ° ° ° ° o °0°0°0 4' 110 PIPES LEVEL 1 ST 2' ACME OR EQUAL 825 GAL 34•92 34.75 H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST j OR SHEA CONC. PRODUCTS DRY WELL 500 GAL H-20 OR EQUAL. 1 = 34.0 . NUMBER UNITS VARIES- SEE PLAN 3 = 32.5 6" GRAVEL & MECH. ACME DB5 H-20 OR EQUAL 3/4"-1-1/2" DOUBLE WASHED STONE 2' MIN. COMPACTION (TYP.) AT SIDES AND ENDS OF PRECAST STRUCTURES 5.3' DIMENSIONS TO OUTSIDE OF STONE: 29.5' X 8.83' SEPTIC PROFILE OVERALL APPROX. SCALE: 1/4" = 1'-0" BOTTOM TH 2 EL 27.2t NO GROUNDWATER FOUND SEPTIC SYSTEM DESIGN DATA TITLE 5 SEWAGE FLOW DESIGN FLOW: NO GARBAGE DISPOSALS ALLOWED ON SITE WELL- 4.78 X 330 = 1577 GPD ALLOWED, 1246 GPD PROPOSED O.K. SYSTEM #1- WEST HALF OF MAIN BUILDING 1825 SF OFFICE X 75 GPD/1000 SF = 136 GPD t ' 1 BEDROOM X 110 GPD/BEDROOM = 110 GPD SEPTIC NOTES: 246 GPD- USE UPGRADED 330 GPD SAS 2'-10" SYSTEM #2 EAST HALF OF MAIN BUILDING 1. DATUM IS ASSUMED NGVD29 FROM GIS SPOT GRADES 928 SF OFFICE X 75 GPD/1000 SF = 70 GPD 3 BEDROOM X 110 GPD/BEDROOM = 330 GPD 26" 2. MUNICIPAL WATER IS AVAILABLE- WELL WATER ALSO PROPOSED FOR ANIMAL USE. 300 GPD- USE EXISTING 440 GPD SAS 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. SYSTEM #3 WILDLIFE CLINIC 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO 6 KENNELS X 50 GPD/KENNEL = 300 GPD 7 H- 20 1 COMMERCIAL WASHER X 400 GPD/WASHER = 400 GPD EWE 8 1/8^ 700 GPD- USE NEW 700 GPD SYSTEM 5. PIPE JOINTS TO BE MADE WATERTIGHT. 24" 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. MANUF. LeBARON, BROCKTON, MA MODEL: LT 105 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO 1 SEPTIC TANK: 700 GPD (300%) = 2100 GALLON REQ. DUAL COMPARTMENT WEIGHT: 430 Les BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. USE 2500 GALLON H-10 DUAL COMPARTMENT SEPTIC TANK TYPICAL ACCESS COVER USE C1 LAYER CLASS 1 SOILS FOR LEACHING 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. LEACHING: 700 GPD/0.74 GPD/SF = 946 SF LEACHING AREA REQUIRED. SCALE: 3/4" = 1'-O" USE (6) 8.5'X4.83'X 2.0' EFF. DEPTH LEACHING CHAMBERS W/ 4' STONE LABEL SEWER OR DRAIN AS APPROPRIATE 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED ALL AROUND ( 12.83'X 59' OVERALL DIMENSIONS) WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION BOTTOM CAPACITY = 59' X 12.83' = 757 SF X 0.74 = 560 GPD OBTAINED FROM BOARD OF HEALTH. SIDEWALL = 2(59'+12.83') X 2.0'= 287 SF X 0.74 = 212 GPD ' 1044 SF 772 GPD > 700 GPD O.K. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. FAILED EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. CREATE CONTINUOUS GRASS LINED SWALE EAST SIDE WHERE SHOWN. 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE 4"LOAM AND SEED- NE EROSION CONTROL MIX REMOVED 5' BENEATH AND AROUND THE PROPOSED JUTE EROSION CONTROL NETTING LINER FULL WIDTH LEACHING FACILITY. SWALE PITCHES SOUTH TO AREA DRAINS WIDTH TAPERS FROM 5'-7' DEPTH VARIES 8" TO 12" SIDESLOPES 3:1 MAX. - - GENERAL NOTES: 11 I -I _ - -1 - I� �- 1 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS I I II- \�� W/ - - - I APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING 1 - 11-III=_ _ _ _ _ _ _ _1I I I-I I - I 1 3 CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE - I I=1 �-_ 1-� (=)I -� -.�(-I -I I Ii 1 1=1 I - 1 888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR 3 - 1 I-�11=1 I =111=�I I-�I I=1 �_� - 3 EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. w 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS ? PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGS. J AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD S ECTI 0 N TH R U GRASS LINED SWALE w SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. n BUILD UP BERM IN LOW AREA AND BARNSTABLE HEALTH REGULATIONS. NOT TO SCALE � 3. VERTICAL DATUM IS NGVD ASSUMED FROM QUAD. MUNICIPAL WATER IS AVAILABLE. SUPPORT WITH ROCK WALL 1.5:1 max. w OVER FILTER FABRIC WHERE REQ. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H20 UNLESS NOTED. MIRAFI 140N FILTER FABRIC 5. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO BE USED FOR PROPERTY LINE STAKING. 6. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED. i 7. ALL LIGHTING SHALL CONFORM TO ZONING ORDINANCE. 8. CONTRACTOR TO PROVIDE SILT FENCE AROUND PERIMETER OF WORK AREA UNTIL SITE STABILIZED. 9. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. EXISTING LAWN OR 6" LOAM & SEED DISTURBED AREAS NOT GRAVELLED (TYP.) R 2" OF 3/4" NATIVE WASHED STONE OVER PREPROCESSED GRAVEL. HEAVY DUTY H-20 COVER LABELED "DRAIN" F&C TO GRADE DRILL (2) 1"0 HOLES IN COVER 08000000000000 10" REPROCESSED ASPHALT GRAVEL MDPW M1.03.1 VIB. ROLLER COMPACTED 8" H-20 F&G EL. LISTED 0^0^0^0, 0^o^o^ COMPACT BACKFILL IN 6" SEE GRAVEL CROSS SECTION 2'X 2' H-20 8" GRATE (TYP.) 00000000000000 LIFTS (TYP. ALL DRAINAGE) 00000000000000 MIRAFI 140N FABRIC OVER TOP STRUCTURES / 00000000000000 , I 000000000000000 3" MIN. PEASTONE H-20 H-20 2.0 OVER INVERTS. I 0 0 0 0 0 0 0 ,. o o o o o o o PRECAST 12'O HDPE PRECAST 12 O HDPE W o o o o o o o ADS N-12 OR EQ. ADS N-12 OR EQ. DRILL 2 1 _ 00000000000000 RISERS RISERS HOLE & BRICK ADJUSTING COURSE o o o o o o o AS REQ. AS REQ. 0 0 0 0 0 0 o SET GRADES SET GRADES 00000000000000 AS NOTED AS NOTED MORTAR ALL COMPONENTS ; cli INV. COMPACTED SUBGRADE 2.0' ( P.) 2.0' (TYP.) 73.5 6"SCH40PVC AT 2% IN PROPOSED PROPOSED C.B. TRAP _ 12"0 HDPE PIP GRAVEL CROSS SECTION FROM ROOF DRAINS :- H-20 H-20 ELBOW NOT To SCALE a 1000 GALLON 1000 GALLON : . 1000 PROPOSED OL ONE PRECAS 0 LEACHPITS LEACHPITS FIRE LANE SECTIONS 6'OX6'-8"SHOREY 6'OX6'-8"SHOREY H 6'- CATCH BASIN • _ - 'OX6'-8" SHOREY SOLID NOTE: 12' PARKING LANE TO BE 2"OF 3/4" NATIVE STONE OVER 6" REPROCESSED ASPHALT GRAVEL 1000 H-20 OR EQ. 1000 H-20 OR EQ. BASIN H-20 OR EQUAL : . . - � - SECTIONAL PLATE 6" WASHED STONE UNDERNEATH 6" WASHED STONE UNDERNEATH STRUCTURE 4 MIN AROUND PIT STRUCTURE 4 MIN AROUND PIT OR SOLID BASIN ELEV. ELEV. SECTION THRU DRAINAGE - 0" 4 39.6' p^ 39.1' A NOT TO SCALE LS A 10" 10YR 3/2 38.8' LS ' TEST HOLE LOGS B 12^ 10YR 3/2 38.1' LS B ENGINEER: DAVID FLAHERTY, R.S. 10YR 5/6 LS 33 1/4" 34 36.8 10YR 5/6 � WITNESS: DON DESMARAIS, R.S. 36" 36.1' DATE: DECEMBER 28, 2006 24 1/4" PERC. RATE _ < 2 MIN/INCH CLASS I SOILS P# #11560 C C PERC I ❑o❑o❑o❑G❑o❑ Ms Ms E1000�0�0�0� DETAIL SHEET TO ACCOMPANY 25YR 6/4 A DoLIoIoDDLI A SITE PLAN 25YR 6/4 M N DDEDOLLl000� OF LAND INE71 I 1-IoEloDoDEPE] 120" 29°6' 144" 27.,' CUMMAQUID (BARNSTABLE), MA_ NO GROUNDWATER ENCOUNTERED #4011 MAIN STREET (RT. 6A) ELEV. ELEV. PREPARED FOR p^ 38.3' p^ 38.4' 1 1/4" 4 1/2" - A FOURTH FLANGE BASINS CAPE WILDLIFE CENTER ' LS A WITHOUT CURB INLET TEST HOLE LOGS 12" 1OYR 3/2 37.3' LS 16" 10YR 3/2 371' DAVID FLAHERTY, R.S. B 3/4 DATE: JAN. 30, 2007 ENGINEER: LS B " 24" WITNESS: DON DESMARAIS, R.S. 28„ 10YR 5/6 36.0' LS REVISED: 2/20/07 DATE: JANUARY 4, 2007 30„ 10YR 5/6 35.9' REVISED: 3�20�07 PERC. RATE _ < 2 MIN/INCH REVISED: 5/2/07 (FIRE LINE, ACCESS, DRAINAGE) CLASS 1 SOILS P# #11559 SCale: 1"= 30' C C IL 8„ r\-k" F NSPERC 4 1/2" JL � s9cy0 15 30 45 60 75 FEET SECTION A- AELA. OJALA MS MS CIVIL N No.46502 MINIMUM FRAME WEIGHT: 3-FLANGE - 265 LBS. RFGI Rk off 508-362-4541 25YR 6/4 25YR 6/4 4-FLANGE - 295 LBS. , s A E -1_ fax 508 362-9880 MINIMUM GRATE WEIGHT: 215 LBS. PASS AREA: 255 SQ. IN. 120" 28.3' 120" 28.4' down cope engineering, inc. NO GROUNDWATER ENCOUNTERED FRAME AND GRATE Cl VIL ENGINEERS L AND SUR VE YORE 1 „ = 1 '_ 0" 939 Main Street - YARMOU THPOR T, MASS. DCE #06-294