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HomeMy WebLinkAbout0044 JOAQUIM ROAD yY JohGurN �� ACTIVE 0 "\ 0 �1 � ', 00 � �'. .. .� r � � So � @' � —� � �` � � � � � �, �� c�� ,: �7 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION r M Map 7 Parcel 7 - Permit# -5-f 1.7 2 Health Division i `-' (DO Il (J�_ }'+� Date Issuedba Conservation Division Si 1 Z �/ SEPTIC SYSTEM M e INSTALLED IN COMPL ' - E Tax Collector jo l W IWE ��/ )ENVIRONMENTAL LE 5 Treasurer .u� Q—�-( / d NVIRONMENTAL CODE AND Planning Dept. �2 TOWN REGUL.AZIOIVS ✓N Date Definitive Plan Approved by Planning Board CIO 1 Historic-OKH Preservation/Hyannis !^'7\ a, 13 1 Project Street Address .�q V JOoq Q cf� Village W�e A-^-n/-1S /0 o ; '�c�4.g X �2 Owner 5kA►.V of �J,-A V _��E S.j Address /S fPOe 19,740 69 l4&,t ' Telephone Of`-7 Permit Request % 46-40 6117c Ci t'2.2fa�/ Of �✓�8-i ,,1).5 ate" 624iP,46-�e- 3o lz /�J: / -� '`G��� ��r.�C'c y /4� �Dc.�IL �U? /�ii2�r�/ •Sj��1�',�i� _J x Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Valuation D--01 V-rti Zoning District Flood Plain Groundwater Overlay Construction Type e Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial '$Yes ❑ No If yes, site plan review# �� 1 36 — d 000 Current Use Proposed Use BUILDER INFORMATION 1S v t L D►w& CAA L y Name ��1G6 5;�n 46'-L)C CV- Telephone Number 609' 39'Z 7 7/95— Address n13 3 W ��� T License# �/��,gv� 44V'1P /!.! _ 6920 69 /� cl &O X /6 3 9 Home Improvement Contractor# 4�11A We 6W 7h/Ai!il A'14 02 e2 9 3 Worker's Compensation# �_� X 6 3ey ALL ONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE // Z h r FOR OFFICIAL USE ONLY. PERMIT NO. -DACE ISSUED ' � r MAP/PARCEL NO., t ADDRESS - ' • »+ VILLAGE OWNER , ... ,r DATE OF INSPECTION.,- FOUNDATION �` t FRAME INSULATION _" `• epw FIREPLACE .. c i ELECTRICAL: ROUE '"'. ' FINAL- ` PLUMBING: ROUGH -" FINAL' GAS: ROUGH FINAL I' FINAL BUILDING r DATE CLOSED OUT - ASSOCIATION PLAN NO. r t' - J ca" Gr po `� � I „t� � :� � :: sy. � ., PO •�2 �'i� l-�j. � �^ f�`�,a �y ��/ `� b � ' � � Irb ro 14 Lo fi 5y Ef a � ���. \'`�\�s' A /A_� � � /ye[! ��- Te`+ fl�M1�'�r. ,V � .'� j f." 'f� � .J'd �� �j\i+✓,� �' ��O irf iju a r tz Ln Ift Co F {7y yp - � !^ w ! � e9 9 ems .. '� ��'a •' s � "�, + i a�`k� � �, �• (� •� _ ��� � a a � �,.; t � .ash' ate• � {►� � � p IF � s IF �# �S. � .Iw��O'� .+�'."R�/_ a' 'yF�'si,J�" .s � Apt �'�.9f � � y3"�`,- �� ' ^.��-2'�i' .•,�.+ � Gt ...S..,F...._ k_'r -^�...._. .. -..: .. .. The Commonwealth of Massachusetts Department of Industrial Accidents �` � ,� _-• = Ofllc�ol/Lryest�gat/oos _ 600 Washington street - - Boston,Mass. 02111 Workers' Compensation Insurance Affidavit , name a,/ ® — city 'V C-et)14 l� / ✓� f�' ®�� phone# ��� 07`7�/ ❑ I am a homeowner performing all work myself. ❑ lam a sole netor and have no one worlds in achy an 1 din workers' compensation for my employees working on this job.>:«.;;::.;:.;:>_:.»:-:.::.:;:.;::.>:.>:.?•>:}}:.»}:->:::;;;::: :;;.:;<<::::<: gomnanv . ::. .:....:::..:.. .... ... 3 . ...... ........ .._. .... ,.�.::... .................shone#......_._...... ctty �' ... . . .....:.::.:.::::................. .. ......:::::::::::....... ........ ... . .. :::................::::.........:.: . ._ iristirance ca _ ❑ I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have workers' co ensation Polices: the following �.....................::::::.�:::::.:.:..: :............::::.:�:::::::::::::........:.:::::::::::.�:.........:..::..:.:.::::....:.:.:::::::::::::..{.::::::::::::::.:{.}.�.}}:.;'{?.>'.}::.}:::.:{::.;'.;'.};:.>::. com an :.name... Ltd .:......:.::....:.:..::i:::i.:�:::•:::'i:::•:::::w::::c.i}i}}i:•i::ii:ii}is4}::ii}::v:::::::.v}:::::::::::}:•}}:}::}}}}:}:{ti•}:•^: :;}:•}::•}r'':. : '•}f:^:v::.:::::n}}}}:•}}:•:•}:??v4:i:;:}?}:iiif�iii:•i}}f<i{•}:??^}:??•}}}}i}}}:•:fiii}:•::}•.}•.}w::.}}i}v: .:v.::•.:::.v.::v...v......:::•.::...:.:..•..•.........:........•....:............:....x.•:.v v:.•.v::::v:.�::nvx::::x.•::.'::::v::. . fi:iii':'i:}�ii:viii:iiiiiiiiii ii.'•iiiY:iiiiij .'+ iyi: !:•isi?ii:ti{ii:+�ii:{j;:<;:;:$j':;j�::f ...................:::::::::::::::::::::::v:::::::::::::::::::: :::::::::�.w::::.v.v:.•:n:v:.::tv::.•.:•::::.v:.•::.•:.-:N:.vnv. y ::::::•.............................. ..................... .................... .... .. ....::..::.... ..:..:..: ... ...... ��..... ... ...... •}}:•}:jy:6:•}:•if•}:J}}::;:{}}}}:{4:?{.;:::-:::::::?::::?}}y:'{;:S::y?:•:.{:•:}T}'ii'ri}::•??C4i::::•:iN:O:::::::w:::::nv:.v::::t}:v::.v:.: ... ..:.... ........ ..... ...... ......... 'v{v::::::::;..}v:::{.}}:•}i::{{L}}i'::.v::::::::??:•i}}:i':v}i:"::::.:::`:{:vL�iiiii . ......... ......... .............. ......... .......v:..n..n••:•::.••:::v...... ::.... vF:::v::•!•':w:wn,{.....::{::•:::- '>:'-•s# ddre .:}:• sr..S. ......... ::.:......................:.. .. ..... ..:.....:: r<, ................ ........... ::•:C............ •:v::::::::::::v::::•:nv.v:.v::.v::: ...................................:.v:.v:........ .:.:.,v. .............'.... ..::.�::::v:::::............................................................i:v:r:n:ri...:...::i.•r:r:i:<:}ii:<4 ::.;:.:n;?}'vi::n:{{•:?•}:4:?•}}}}}: ::... II�gy�pp bb ..,�.....:::::•:-v::.. IMII�V���'i:'{�ii'}�"i�}:?;ii:�?':'•:•ii:!::::i::::?:!;':::i:�: gym a to secure coverage as requbvd,under Section 25A of MGL 152 can lead to the Isnposi M of uhninal penalties of a fine up to$',500.00 and/or pun yarn'huprisonment as weU as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand&A a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification 1 do hereby certify under the pains and penalties of perjury. that the information provided above is&&w.and correct s Date r- 3 igoat Dint name ,�5 r2-0 Y6 N i- Phone# �d�._39#-77 f� ------------ ofiidsl use only do not write in this area to be completed by city or town oMdal city or town* I(nnse# partntent ❑Building DBoard ❑Licensing ❑check if immediate response is required ❑Sdecbnen's Ofifoe QHealth Deparlmad contact person• phone#; -- ❑Other (tom 9195 FJA) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law",an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership,association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal t who has buildings in the commonwealth for an applicant of a license or permit to operate a business or to constructg Y PP not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. a, Applicants «: Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names,address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the`Uw"or if you are required to obtain. workers' compensation policy,please call the Department at the member listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the you the applicant. Please affidavit for you to fill out m the event the Office of Investigations has to contact y regarding app be sure to fill in the peiniit/license member which will be used as a reference munber. The affidavits may be retarftR to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents Offles of lovesdosuons 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 eat. 406, 409 or 375 r i e < l � - - - s� f, r � � CF ) iT* S N d f rte... The Town.of Barnstable - KAM � Department of Health Safety and Environmental Services Fo;or�� Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508490-6230 Building Commissioner September 22,2000 Skawn Realty Trust Thomas Skayne Overhead Door of Cape Cod.Inc. - 14 Brooks Road Hyannis, MA 02601 Re: SPR 136-2000, Joaquim Rd.,Hyannis, (344-065, 66, 67) Proposal: Relocating current business. f . Dear Mr. Skayne Please be-advised that this application was approved at the Site Plari`Review hearing on September 14,2000-with the following conditions: The applicant shall provide vista pruning on tree located at the intersection of Joaquim Road and Old Yarmouth Road. The-applicant is restricted to the configuration as represented on the approved plan. All amendments are subject to additional Site Plan Review approval. incerely, 1.� O Robin Giangregorio Site Plan Review Coordinator 1, /bld files/site lan/site2000/overhead / Q P�v'P P � ; t,. .. gx� 10 t'0 7alee5� t DIVISION OF INSPECT Wlt.t.lAM F. wE�o - � ION covt;waoa McCormack State Office Building THOMAS C. RAPONE One Arllbunon ]]`A 0210VPlace, Room 1301 BOStBoston, Ir StrcnET.tiiY LARRY F. GIORDANO -COMMISS/ON6A _ - (617)-7 27-3200.. CONSTRUCTION CONTROL AFFIDAVIT PROJECT NUMBER: PROJECT TITLE J jr t4 i A,/ - PROJECT LOCATION: \494 Q tJ t At NAME OFBUILDING: SCOPE OF PROJECT: .(.�eft e:�rN, 3 �l 7 r in acc ordance nee with Section 127.0 0!the AL•Issachusetts State u' Code, ? — B ddtn No. „?, g i. C�o t/D/2t�t/hLtiu. Registration Uf being a registered professional engineer/architect hereby certify that I have prepared or directly supervised the preparation or all design plans,computations and specifications concerning: �:.. _�_."'�._E.'�'FLFLE•PROJECT.-. ... _ t" ARCHITECTURAL ,� MECHANICAL ___FIRE PROTECTION STRUCTURAL iER __OTf s 'CY (I� ). _..__._._.• ELCCTRICAL the above names project and that,to the best of my knowledge,;such-plans,:computations and spcciGctions~meet the applicable Provisions of the Massachusetts State Building Code. All acceptable:engineering practices and all applicable Ix..s for the proposed project. A further certify that I shill-perform the necessary professional servicat and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 127.2.1 r• Rv'iew of show drawings,samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit,and approval for conformance to the design concept. 2• Review and approval of the quality control procedures for all code required controlled materials. 3• Special architectural or engineering professional inspection or critical construction components requiring controlled materials or construction specified in the accepted engineerit rndards listed in AppendLc f3 e�'CH OF M `s��S . 9s`t9C► Pursuant to Section I27:23,I slnllsubmltperindically,a progress repnrt togetherw n c6ldfi Digs t -Ile Building inspector. (Ipon Completion of the\Vora. i shill submit a final report as to the sitisfacto I In AdinestI ro'ect for excu m Segn►turc 7711AV y I p ry - _. _. / d'ty r Iq i. �F��s/SrEa Sulxcnbed end avorn to be me thIs �! �J= _ NOTAR'f Put1LiC41 NAL �C - /'" / ` �.erzJ My Cnnrtnlssion Expires On f 6 ® J , DP � Y D-' Effective Date: January 10, 2001 V 6 9 6 Surety Western Company LICENSE AND PERMIT BOND F KNOW ALL MEN BY THESE PRESENTS: BOND No. .69100886 c , That we, Skawn Realty Trust ' 6 6 -of the City of Orleans I State of Massachusetts G , as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do business in the State of y 6 9 Massachusetts , as Surety, are held and firmly bound unto the Town of Barnstable , State of Massachusetts , Obligee, in the penal sum of One Thousand and 001100 DOLLARS (_ 1, 000-00 ) _la)Kful money of the United_States;to,be.paid-to,the.said.Obligee,.for_w.hich paytrent well and truly to be-::lade; we bind ourselves and our legal representatives,jointly and severally by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the said Principal has been licensed Site Improvement Performance For Curbing by the said Obligee. NOW THEREFORE, if the said Principal shall faithfully perform the duties and in all things comply with the laws .and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until lJaru�ai1Dt� h 2002 , unless renewed by Continuation Certificate. A� nd may terminated at any time by the Surety upon sending notice in writing, by certified mail, to, i€.eier £tl e PAitical Subdivision with whom,this bond is filed and to the Principal, addressed to them at t1 e Po�l� cal SubdtA named herein, and at the expiration of thirty-five (85) days from the mailing of said notco,�this bond sahl iso facto terminate and the Surety shall thereupon be relieved from any liability for any ac, o`r,ossisof°tali Principal subsequent to said date. �D,aed tis lf7f day of January 2001 S KAWN REkMY TRUST Principal Principal Countersi e WEST N E T YC O M By I By 7 Resident nt St hen T.Pate,President ACKNOWLEDGMENT OF SURETY (Corporate Officer) F , P 6 STATE OF SOUTH DAKOTA 1 ss County of Minnehaha I W 6 � 6 F On this loth day of January 2001 ,before me, the undersigned officer, personally appeared Stephen T. Pate who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY, a corporation, and that he as such officer, being authorized so to F do, executed the foregoing instrument for,the purposes therein contained, by signing the name.of the ; F corporation by himself as such officer. F IN WITNESS WHEREOF,I have hereunto set my hand and official seal. p +466�b da�bae�a46646h4a60yh4�bhhdh�i+ g F s B.THOMAS ' F S SEAL NOTARY PUBLIC SE L - , ' s�SOUTH DAKOTA�s Notary Public—South Dakota , Form 532-9-95 " s S .My Commission Expires 6-2-2003 S ' c +�bhwy�eyy�by�oyy�by�yyhh�ywh+ � r• ® I f Y ACKNOWLEDGMENT OF PRINCIPAL (Individual or Partners) G !1 STATE OF F tl F F County of , F �s ._ .........-.. .._... � On this day of , before me personally appeared d Y F I n Y G u F known to me, to be the individual'- described in 'and`-who 'executed the foregoing instrument and acknowledged to me that —he executed the same. My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL _ ,. .. (Corporate Officer) STATE OF County of On this day of ,before me personally.appeared ti ;who acknowledged himself to be the of , a corporation, and that he as such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself as such officer. My commission expires Notary Public .,..y a�+.. .,Y,�.'+Fa .�`*^ .-;:+"+a.'a^sY"..:e ,^^^...--,+,.+,-...t.^li«.;•'��„M^".�,F•..-,."'yr�-:we+�"r-^''v, .}'...f:�.,...',w.'^.^v7ij+ �i:YT'&,d,r,...:. �.,c,....k -�..1. ",.� .� ..4 '• y G F F •/•{,t Orv� x°,t+r� '� t; ' W^ :� � M,•hfi 't U{ t�, } '; � �!'� Z A,A`, i YxF F' 4 i ¢r'� 5�{ �!Y•.r�v? c ( 1 . e { t V + �. ra,f ; ..W�Yt-,F+FF1 di '" i .Sf R1 !j'}t °Sf !t 4•w+dew�,.4'�6 � 'iY� a" � F,; '-� nr. �. ' tt - .t t, w n l' 4 .+ »{,, tjr•.' �1 � �' { y r i4R.T b4"rr �r^_ �r� Y F � �r. N �:`� W w.� ". ; 1,. '+� +.tYy � xAj.y,y� �y 2���,,^t _�' ^�, + � '44'• Je°.� Qla*.. Y ;:�:rF t t,,•�. •. +`^ _. ;5.� ;P-11 £"r� + � ��' �i° '�:t, F-+r x; d{' o vs w -� , � o z 6 1oa�-o I- _ is•-O � es•-O l z.s-o � e�s•.c - -- ' _- - P aeon o L I O j N .O Uff N O d4 ELEvATION A - U I-ham_ NGTAL aoaF Ir�•r) — .I OI OFFICE OFPICr_ I�METAIL 510%uG (TY(d) I NI i 3'.1!1 Il•Itr I ,O.Ia f IO� 0�G ; - ' ELEVATION fj ' rLOOR PLAN Z _ n I •) i� Q Q _O C� � / A � I. N \ j 11 I •__ I ._.. 0 FX ✓��P L P !X /f I T�� 0 0 LO - Ic MIT r i /\ FLr_VA->•10N f. ELEVATION DD O OFFICE OFFICE ti N I•�PL2AN IUE PLAu / N0. NEYI510N3 ONTE IrEnr�1 pR%LG .�IEk BUILDING CO. r' cr gKAWN REALTY Tevs, S r1 � f�' on wHe♦ DOOM D OF CAPE COD 30 joll-.OUI _ •ft? LAJY2 'NYANNI9•NA.02601 n ae ve FIOOC PVW re I CIE VATIOIJs en.Al wwe 2 S'•O 2�i'•O TT9(rYPI AI• � ��-- J— _- —_ __, J__� I o I—PIDP2 rTE9u .0 o I 6 1 --- N 0 -Oi - —0 a E T'O STAG ("PI l J � o AID A o — N � I I 10 .10 10 10• 10 log CT I � IOl o A A 9E GTIOT �—I �A O A I A E O N I I JC 0 N POUN CATION PLAN r 3 i o I'•'• --a N 4-E.W. 8 0 4 �I:a Io I:o I:I R m r `-3EC TION C•b u . I. zo�o - 'ff Z-6 SECTION C-G 4-'.0SCCTION E-E tea"•I'•o" ,�,y wY,,,� N0. pEYI5I0N5 LATE r,�1 pRI�GEN�S,TEEI,^BUILDING I �U 'I ^^O'«T SI4AWIJ REALTY TRVS; i �e�.{E c'�S,o^,y, OVER HFI�O DOOR OF CMG O s�+$.1;�!.Af ���0 3E5JOAQu11-1 RD � � � � HYANIJI9,MA.0260( n.Tr n^.�..., lrotm^na^Povu OATlou a^awm^ra. � Mgt LOT 10 N/F ROSARIO 18S 99, �o I 21.0• Q C)Q . CONCRETE FOUNDATION TOP Of FOUNDATION EL 32.0' T6 p \ 0 \ \ LOCUS \ \ AREA: 43,224 SFt , \ \ (0.992 AC.t) N \ \ \ N/F JAMES F. RUHAN CJ fC 19316, LOT ROSARIO CERTIFIED PLOT PLAN JOB # 00-209 LOCATION #50, 44 & 38 JOAQUIM ROAD, HYANNIS, MA SCALE : 1" = 40' DATE : 2-28-01 PREPARED FOR: REFERENCE : SKAWN REALTY TRUST j ASSESSORS MAP 344 PCLS 65,66,67 LCP 42370A LOTS 11,12,13 I HEREBY CERTIFY THAT THE STRUCTURE OVQHEAD DOOR OF CAPE COD, INC. SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. ��lH OF Mqs off 508-352-4541 �'� ARNE t= SO 3e2-9e80 H. QI LA down cape en&eering, inc. Q �° (� CIVIL ENGINEERS r V LAND SURVEYORS ---- ———— ` S — ----- 9 io main st. yarmouth, ma DATE REG. URVEYOR o LOT 10 vi N/F ROSARIO 185 99, o h 21.0, Q 0 CONCRETE FOUNDATION TOP OF FOUNDATION EL 32.0' CY \ o \ Q 00 \ \ \ \ \ \ LOCUS \ \ AREA: 43,224 SFf \ \ (0.992 AC.±) N \ \ \ N/F \ JAMES F. RUHAN 193 16, LOT 14 N/F ROSARIO CER TIFIED PL 0 T PLAN JOB # 00-209 LOCATION +50 44 & 38 JOAQUIM ROAD, HYANNIS, MA SCALE : 1 " = 40' DATE : 2-28-01 PREPARED FOR: REFERENCE REVISED: 3-9-01 (DECIMAL PRECISION)SKAWN REALTY TRUST ASSESSORS MAP 344 PCLS 65,66,67 LCP 42370A LOTS 11, 12, 13 I HEREBY CERTIFY THAT THE STRUCTURE OVERHEAD DOOR OF CAPE COD, ANC SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. off 508-362-4541 �_e��HOFMW4 fax 508 362-9880 NIEL. down cape engineering, inc. A. CIVIL ENGINEERS 3^ �Q I 0 LAND SURVEYORS ------------ ----- —————— — 1 —-- ess main st. yarmouth, ma DATE R WN V R SU f TOWN OF BARNSTABLE SIGN PERMIT PARCEL ID 344 065 GEOBASE ID 25048 ADDRESS 50 JOAQUIM ROAD PHONE HYANNIS ZIP - LOT 20 BLOCK LOT SIZE G DBA DEVELOPMENT "DISTRICT HY MET TYPE MIN �Y�E§IPTION S 6§HD& TOR CO. OF C.C. - 38".X77" - 18"X14, CONTRACTORS: Department of Health Safety ARCHITECTS: � and Environmental Services TOTAL FEES: $50.00 BOND $.00 ptr tHE CONSTRUCTION COSTS $.00 53 MISC. NOT CODED ELSEWHERE * „ + BARNSfABLE, + Q MASS. BU rED INI� LDIN46 DIVISIO�, ` BY /,..>/i 1, �D DATE ISSUED 11/15/2001 EXPIRATION DATE Town of Barnstable Regulatory Services Thomas F.Geiler,Director I rj V(- '"`M MASS. ' Building Division j 9 ASS. � '1 .� i63q ♦0 J}X•fi pTfD 39 a Peter F.DiMatteo, Building Commissioner 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Tax Collector Treasurer Application for Sign Permit Applicant: ��� �' S •e��✓� Assessors No. Doing Business.As: OV6710`6(PAD 264L C� Telephone No. Of- 77e- 6, Sign Location �0 Q U Alj2� / /�/ ,S� /►'IA• ©a 6 d Street/Road: Zonin istrict: 7 Old Kings Highway? Yes4p—Hyannis Historic District? Yes o Property O-w=r 72 f 9 � � � � � ^ Telephone: Name: / - Address: r� po e t;- lev0#AVZA1 A-- U Village: Sign Contractor -?"7 Name: l� �"`� s Telephone: � 0 3 �X TES�.�,=f �� 46!2�1- �- a Address: Village: Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions, location and size of the new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? Yes/No (Note:If yes, a wiring permit is required) I hereby certify that I am the owner or that I have the authority of the owner to make this application,that the information is correct and that the use and construction shall conform to the provisions of Section 4-3 of the Town of BarnstableX' rdinance. Signature of Owner/Auth rized Agent: Date: Qn � % 12 rl Size: 3" 7 '� /�� Pe it Fee: Sign Permit was approv d: Disapproved: Signature of Building 0 cia ' v��� Date: Signl.doc rev.8/3I/98 f®0rtMal in! ► . ® Overhead Door Company of Cape Cod ®� 14 Brooks Road r/teor�GraGsu�ce2r Hyannis, Massachusetts 02601 Telephone (508) 778.6251 Fax # (508) 778-6253 a distributor of Overhead Door Corporation products i t SIGN PERMIT APPLICATION INFORMATION JORDAN SIGN COMPANY 103 ENTERPRISE ROAD HYANNIS,MA. 02601 1-508-771-4020 FAX 1-508-771-6658 USA 1-508-247-4467 Applicant's, Name /� e ry.e3 .J. S y�t- �, Company Name 6v� t/� �n� a ©� /�� Street Address ;Fo}a Qu M City, State, Zip Code IJXqNN PhoneNumber1d- 77 -Pazf / Fax Number..5--of- 77f--,yd3 e-mail Address Property Owner's : Name 5 Mw•✓ e4�91a y %/�?�SJ /�v+�rf33 sk��'�� Street Address /S- City, State, Zip Code og C�fl n/S /ylr9 ®ad S 3 Phone Number ax Number -S Af-77 '— 6 -2�3 Book&Page Number of Property: BOOK PAGE Tax Collector's receipt of taxes paid. Is sign located in Historic District? ,ra Is Sign to be Electrified Al/ Type of Sign required: WALL ROOF WINDOW FREE STANDING 2--- OTHER PHOTO: Required, showing existing facade or architect's elevation: Scaled Drawing of Sign Colors,Background R-/J , aL"f 14 U�)AI ►' TL Copy. Color Chips Required TYPE OF SIGN DESIRED: PANEL SIGN SINGLE FACED DOUBLE FACED 1, POLE SIGN WALL SIGN POST SIGN BANNER WINDOW HEIGHT (top to bottom): inches 3 � LENGTH (left to right): inches *77 'l sa SKETCH OF DESIRED LAYOUT: Win, SIGN PERMIT APPLICATION INFORMATION COMPLETED FORM INCLUDING ❑ ASSESSOR'S NUMBER ❑ TAX COLLECTOR'S SIGN OFF 10g 0I cit o LOCATED IN HISTORIC DI51FjC. Y ❑ SIGN ELECTRIFIED Y N ❑ DIMENSIONS 39 17� ADDITIONAL DOCUMENTATION ❑ Photo showing existing facade—specifying proposed sign location OR ❑ If for new building or new fagade—architect's elevation may be substituted for photo ❑ Scale drawing of sign must include: d• Type of sign(wall, hanging, free standing) ❖ Dimensions of sign and lettering (minimum scale 1"= 1') ❖ Indicate colors. Color chips required for all colors other than black, pure white or gold leaf. Specify construction materials ❖ Cross section with dimensions showing edge detail (minimum scale 1"= 1') FEE C t f t l SIGN PERMIT APPLICATION INFORMATION JORDAN SIGN COMPANY 103 ENTERPRISE ROAD HYANNIS, MA. 02601 1-508-771-4020 FAX 1-508-771-6658 USA 1-508-247-4467 Applicant's: Name 01ih9 S �l �i, A /✓� Company Name av E'-Q y61b 7)0 0e, . od-- cns9/°e coo Street Address 37® J'® a Qu 1"A Rp — City, State,Zip Code MVA rJN i S 14 A ®--L 6 V/ Phone Number 9_08 KI-5-1 Fax Number ,�_0f- -778- e-mail Address Property Owner's : Name � -Aws lT SkAp!� Street Address /-S"' City, State,Zip Code Dada/ Phone Number 5 b ffo yb Fax Number _P f— -.77 f- Book&Page Number of Property: BOOK PAGE Tax Collector's receipt of taxes paid. Is sign located in Historic District? /I/0 Is Sign to be Electrified A/z� Type of Sign required: WALL ROOF WINDOW FREES ANDING OTHER PHOTO: Required, showing existing fagade or architect's elevation: Scaled Drawing of Sign Colors, Background Copy. Color Chips Required TYPE OF SIGN DESIRED: PANEL SIGN SINGLE FACED DOUBLE FACED POLE SIGN WALL SIGN . POST SIGN BANNER WINDOW HEIGHT (top to bottom): inches LENGTH (left to right): inches SKETCH OF DESIRED LAYOUT: SIGN PERMIT APPLICATION INFORMATION l COMPLETED FORM INCLUDING ❑ ASSESSOR'S NUMBER ❑ TAX COLLECTOR'S SIGN OFF 1 1 Jpgla/ w, ❑ LOCATED IN HISTORIC DISTRIC? Y ❑ SIGN ELECTRIFIED Y N ❑ DIMENSIONS ADDITIONAL DOCUMENTATION ❑ Photo showing existing fagade—specifying proposed sign location OR ❑ If for new building or new fagade—architect's elevation may be substituted for photo — ❑ Scale drawing of sign must include: ❖ Type of sign(wall,hanging, free standing) ❖ Dimensions of sign and lettering(minimum scale 1"= 1') 44- Indicate colors. Color chips required for all colors other than black,pure white or gold leaf. ❖ Specify construction materials ❖ Cross section with dimensions showing edge detail (minimum scale 1"= 1') FEE L I ` l The Ge nuine. The Original. 0 Q o o o a� ® . � I � i LEGEND -29- EXISTING CONTOUR / ' ACCESS COVERS AT FIN. GRADE 2" DOUBLE WASHED PEASTONE BARNSTABLE / +30.82 EXISTING SPOT GRADE MUN CIppAL ACCESS COVER (WATERTIGHT) 32 2'-10` AIR 0, yr: .31.9t EL30.5t AT FIN. GRADE -�-- PROPOSED CONTOUR 27. SLOPE REQUIRED OVER SYSTEM EL.31.8 MAX 24` ON X 30.82 PROPOSED SPOT GRADE MINIMUM .75' OF COVER CONNECT TO D-BOX Q �S WATER SHUT OFF VALVE OVER PRECAST AIJD VENT WITH , p 4 SCH40 PVC ACCESS COVER v PROPOSED LOCATION �-- UN PIPE LEVEL AT FIN. GRADE O PROPOSED 1•� ( FOR FIRST 2' (TYPICAL OF 3) 3 MAX GALLON SEPTIC ❑t�OC1C:�OO❑ b _ '- PROPOSED ALOCATION OC10F111000 S LOCUS r TANK (H-?O 1 GAS H-20 EL28.32 EL.2&84 ❑L7C)C7C�(]�❑ EWE GAS SHUT OFF VALVE y o SHOREY ST-1500-H-20 OR EQUAL BAFFLE EL. .4ii ` � ❑0000�❑ a`r (� CI C] O -GAS-- GAS LINE E2� O 0 F C� [� CJ � 0 Oa340 s" CRUSHED STONE OR MECHANICAL 91DEs 0 0 0 2; o SIDES [301=11113❑ "`F -_. EXISTING PHONE LINECOMPACTION. (15.221 [2�DEPTH oF FLOW = 4-1 ENDS 2 a o a L� O Cl 0 O 2 O ENDS EL.26.o1 000011�00❑H-20 ---E EXISTING ELECTRIC LINE REQUIRED TEE SIZES: P TREE INLET DEPTH = 10w MIN. BELOW FLOW LINE 3/4" TO 1 1/2" DOUBLE WASHED STONE MANUF. LeBARON, BROCKTON, MA OUTLET ;DEPTH = 14 MIN. BELOW THE FLOW LINE " MODEL LT 105 (H- o} "-t' , EXISTING CABLE T.V. LINE 7.51 WEIGHT: 430 LBS BOTTOM1 a�' 26 LOW OVER HEAD WIRES LOCUS MAP (�S MIN. SLOPE) ( X. MIN. SLOPE) (�S MIN. SLOPE) SEE LOGS --0 4W, ELECTRIC CABLE T.V. & PHONE SCALE 1" = 1000' FOUNDATION 1W SEPTIC TANK 22' D' BOX --'r 16' LEACHING FACILITY �+ TWO 7'. ONE 16' LINE I,,4_22. -_�,I TH 1 ASSESSORS MAP 344, PARCELS 65, 66 & 67 SOIL TEST HOLE FLOODZONE: C, BARNSTABLE PANEL # 5 co SEE TEST HOLE LOG(S) OVERLAY DISTRICT: WP SEPTIC SYSTEM PROFILE �~ 7 *ZONING DISTRICT: 24 G, REINFORCE NEW BLACK RUBBER PROPOSE 3 CALIPER FRONTAGE: FRAME AN G ATE FRON (NOT TO SCALE) --�-- T ,T PARKING BUFFER TREE _ NOT TO SCALE ACCESS COVE t HOB (1/2" ID) SID REAR: - H-10 RATED LEBkRON OR EQUAL NOT TO SCALE *TO BE CONFIRMED BY BUILDING COMMISSIONER DOUBLE q.MD 12 GA BUILDING MOUNTED BUILDING HEIGHT 22.' TO EAVE t n GALV ANNEALED TWISTED WIRE !� FLOOD LIGHT I 1, TREE WRAP. LAP ENDS DOWN DO NOT 'TAPLE 3 STAKES EQUALLY SPACED � OWNER OF RECORD: JOHN J. R05Af710 JR. AROUND 'FREE 2 1/2 x2 1/2 AO SPACED V-0' FROM TRUNK, 7C�0 YARMOUTH RD. STAINED'DARK BROWN. HYANNIS, MA,02601 12" X 3" 1' TOPCOAT MASS DPW �`, // STAKES OWN AT ANGLE AND DB 110286/287 CCBERM TYPE 11 ` �f PULLED tiITTICM. WRH WIRE , 2" BINDER ; MIN 4'-0*BURIED E E GINEERING, INC. 1'-4" MIN 3` DEEP SAUCER CIVIL ENGINEER: 939DOWN MAIN P STR ET YARMOUTHPORT,MA 02675 +30.36 og8; b00000000,00tl0000 MIN PH. 1-508-32-4541 3" BUFFER TREES FAX 1-508-362-9880 30.04 Y DEPTH SHREDDED BARK MULCH GRAVEL IF. LOT 10 1 MDPW M1 03.D1 VIB. ROLLER COMPACTED :~;• :' ;�' ;" APPLICANT: SKAWN 12EALTY TRUST IF: EXIS�ING TREES +30.04 NOT RETAINED REMOVE 9URLAP FROM TOP PROPANE TANKS N/F 6" LOAM & SEED REMOVE TOP & S BSOIL COMPACT SUBBASE � OF ROOTBALL 14 BROOKS RD., HYANNIS MA, 02601 ? • ROSARK) ALL DISTURBED AREAS o ( �_ NOTE: ALL FILL TO BE,CLEAN SAND & GRAVEL z PROPOSED DRY WELL } 30.86 (TYP.) " M 3t COMPACTED SUB-GRADE EXISTING USE: VACANT LAND COMPACT IN 6 LIFTS:fiO 951i MODIFIED PROCTOR DENSITY SOIL MIX PROPOSED USE: OFFICE, RETAIL & STORAGE 1000 GAL. LEACH PIT / WITH VIBRATORY ROLLER. � I ELEV 27 .0 NV' STONE AROUND i 31.5 185.9g• � ' 30.75 PAVEMENT CROSS SECTION ' NOT TO SCALE " " SETBACKS REQ D PROPOSED opt DRAIN -7 C +3 .24 1p0.0 _ �31� 6' SICH40 PVC M2 M2 FRONT 20 21 `'` , AT 2% MIN. (TYP) SIDE 0 5 o X 15 TREE. PLANTING DETAIL .. , 30. l ) ss 1 ` REAR 0 65 0, RETAIL 1345500 SF PROPOSED BUILDING +31.21 6000 SF / - - 0 SLAB ELEV.-32.0' / LOTS 11,12A 3 WAREHOUSE SE / LCP 42370A / " WP OVERLAY: 29.80 30 ' / 4.9 2 AC SF f / a EL27.5 G IMPERVIOUS=21,409/43,223.89=49,5% f,50n a4G SL7W rAW H-20 � 30 �' 1 � 50% IMPERVIOUS" MAX. 49.5% PROVIDED S i 6' LOAM & SEED DIS URBED AREAS 30� MJ^l.: NATURAL .STATE. 41 PROVIDED (� 7 _ _ ALL 410 / TOP::,ST ::CTLlRE Y _ ADJUSTING BLOCKS . I 0 3�.ITL Ats�lir°llcry SI3 it.�t y „- r - G4LLpy P1PIECAST G1ANg111E'7F1R X �1 `WnocwJSTt. LEALJsM�IG G>tiuIA9EJP H-21D 0 15514!!/B Y / STORAGE 1 c1 AM'7H? ar SnW ALL ARIAGNOR "� / �� �!Y 31 y/ AREA I 0 O O O O O O O C� . ONE 4' PAVED PROPOSED 9 S'/ 1 .00000000 6' 0 0 0 0 0 0 0 0 C AND.IMIRAFI N. S 0NS NOTES: l� _ WALKWAY FLOODLIGHTS "_� TOW -� / 1 O O O O O 0 0 0 6'-10' X 6'oe O O O O 0 0©O C FABRIC OVER STONE 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS +3 ,° �3.0 O O O O O H-10 OR H2O O O O O C COMPACT BACKFILL APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE. THE EXCAVATING +30.91 I O O O O t O O O O IN 6 LIFTS (95% PRCTR.) ' CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE 1,000 GAL, O O O O C 1 888-344-7233 REMOVE ANY FILL & •O O O O O O O O io O O O O ) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE PIPE OR / I O O O O LEACHPIT O O O O C ' / TRENCH • OLD TOP & SUBSOIL . O O O O O O O O ! EQUIPMENT 1N THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. j SHOREY OR EQUAL 2. ALL CONSTRUCTION MATERIALS, COMPONENTS. AND METHODS EMPLOYED ON THIS DRAIN m / coo O O O O O O O O C�:::��..:•.�:•�.... FOR 5' MIN. GRATE , �� / x 31, ,,;�,,*.. PROPOSED DUMPSTER AREA AROUND STONE O O O O O O O O C t PROJECT WORK SHALL CONFORM TO THE MASSACHUSETTS DEPARTMENT ELEV. -28.0 /� 5 •l'. "" 12'X20' 4• THIgC CONC. PAD 1 REPLACE WITH 00000000 00000000C 1 OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS / T �_ INV.-25.2 3j'4 "`~n'" ! CLEAN SAND O O O O O O O O AS AMENDED TO PRESENT. W/ 6 GATED FENCE AROUND I O O O O O O O O C ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5 SID--30- �"O � 31.g i ,�• "• O O O O O O O O O O O O O O O x n 0 0 0 0 0 n n n n n n n ! AND BARNSTABLE HEALTH REGULATIONS. ���g � t / -}-30.13 �-�.. PR OOiA�L CAS t2i ASIN QPA I�EL ! � � 3. VERTICAL DATUM IS NGVD, ELEVATION ASSUMED FROM QUAD. BENCHMARK OUND / 2�•6q TOW 30.58178, 6' DIA. CH PI +30.72 l_-_---------______------ - 3/4" - 1 1/2" -- ----------_- -_- 4. DESIGN LOADING FOR ALL PRECAST UNITS CONCRETE , / J 4 HANDRAIL 32 0 25.0 /4 DOUBLE WASHED STONE TO BE AASHTO H2O.( ONE H-10 LEACH PIT FOR DRAINAGE) EL.30.82 ! WALL 10 CODE STONE ARO UND 4' MIN. AROUND PIT 5. THIS PLAN IS FOR A PROPOSED WORK ONLY AND IS NOT TO ASSUMED / �, _.. J LwILPD? TJPIEE 6' UNDER PIT BE USED FOR ANY OTHER PURPOSE. +30.66 E 6. PUMP DRY AND REMOVE OR FILL WITH SAND ANY EXISTING LEACHING SYSTEM(S). 0 1, DRAINAGE CROSS SECTION 7. ALL SEPTIC PIPING SCH-40-4' PVC UNLESS NOTED. r M L"APIE L1G� I •82 X 30.8 �741f/ �TypJ NOT TO SCALE B. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT / 30.82 HIGH TOW INSPECTION BY BOARD OF HEALTH AND.PERMISSION OBTAINED / PT A?aPRSM J'LrIL V?'7519 F PROPOSED x 32.0 19' +30.32 FROM BOARD OF HEALTH. " Cy RETAINING WALL 3p9 �.r 9. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. X 29.7 !/ / M 31_ _ , - i (SEE FOUND. PLAN) 10. PIPE JOINTS TO BE MADE WATERTIGHT. 11. WATER TEST D-BOX FOR LEVELNESS. / I 12. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING 5/00. ;' � OPOSED +31,12, i PROPOSED 13. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. MUNICIPAL WATER TO BE LOCATED. •- TOWN 330 RULE: 0.992 AC. (330 GPD/ACRE)= 327'GPD ALLOWED 30.8 / ASPHALT ` I EDGE OF PAVEMENT � w0 BE INSTALLED TO OT}XiE PROPOSED B1UILDING APPIRbXIMAETELYNAS SHOWN UTILITIES N DESIGN FLOW: (GARBAGE DISPOSER IS NOT ALLOWED) / W CAPE COD BERM (ALL SUBJECT TO FINAL DESIGN AND LOCATION AS REQUIRED BY UTILITIES VENDORS 7 � / (330 RULE) FLOW- v ) (TY') 308 x 30.9 PARKING & TREE CALCULATIONS: 43.224 SF x (330 G/D/43,560 SF) = 327.45 G/D (ALLOW D) 14. DRAINAGE TO BE SET IN CLEAN SAND ONLY. 5' REMOVAL UNSUITABLE MATERIAL IF REQ. g X 30.4 TOTAL BUH�INE AREA ' 6,900 SF 11 WAREHOUSE WORKERS (NO OFFICE RII�Ox,75 GO s 16 G/D 15. INSTALL EROSION CONTROL NETTING ON ALL SLOPES GREATER THAN 10%. •3 } 30.7t ♦ 30.44 STORETAIL AREA m 450 SF ( / 13'5 G/D 16. EXISTING TREES OF AT LEAST 4 CALIPER TV EXIST IN BUFFER ZONES SHALL BE OFFICE AREA = 1,350 SF USE DESIGN FLOW Sd-3 GPO RETAINED. IF SUCH TREES DQ NOT EXIST, 3 CALIPER TREES SHALL BE PLANTED AT SEPTIC TANK: INTERVALS OF AT MOST 20 301.4.4 300 G/D (2 = 600 GAL 17. 6 LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. N F P�BZ I`S� STORAGE: 4,200 SF'x 1 SPACE�OO SF = 6.0 SPACES USE PROPOSED 1,500 GALLON H-20 SEPTIC TANK 18. OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS. 30.0 `� JAMES /. RUHAN j RETAIL 1.350 SF x 1 SPACE/200 SF - 4.5 SPACES LEACHING* 19. SITE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS,OR NEIGHBORING PREMISES. / +30.8 / I �� ITOTAL REQUIRED SPACES - 12.75 SPACES SIDE AREA: 2 x 2' x (8.83_+29.5') 153.32 SF 20. ALL STORM RUNOFF TO BE CONTAINED ON SITE. PROVIDE VEGETATED SWALES AND BERMS IN TOTAL SPACES PROVIDED = 13 SPACES BOTTOM AREA: 8.83 x 29.5 260.49 5F BUFFER STRIPS AS REQUIRED TO ENSURE RUNOFF IS RETAINED. NO OFF SITE INFLOW ALLOWED. \ • 13 SPACES (1 TREE/ 8 SPACES) - 2 TREES REQUIRED SIDES: 153.32 SF / \ J 70 6 57?1w / (2) 3"CALIPER PARKING TREES PROVIDED f BOTTOM: 260.49 SF 30.7 1 +31,2T�, R10°r-RAP 12'OIEEP IN7H ,. TOTAL: 413.81 SF gENCHMq�K t / Adl?AR f4aV M7t1P / x CONCRETE 80U' D PROPOSED CAPACITY: '413.81 SF x 0.74 G/D/SF = 306.22 G/D / 31 FA66P11C Ei2ow �30\ nssu°M�ED SEPTIC SYSTEM DESIGN DATA +30.79 / +30.31 7 ` ?s'S Tt�W Q�SL'La°lE w 29 +28.76 F / I P�RTOPp105 ii N / 28'76 DEPTH (in.) TH1 ELEVATION SOIL CLASS: I (SANDS. LOAMY SANDS) DEPTH (in.) TH2 ELEVATION SOIL CLASS: I (SANDS, LOAMY SANDS) I� ft+31 4H-110GAL / _ -28 ` 0' 31.0 PERC RATE: < 2 MPI (5 MPI DESIGN) 0• 31,0 PERC RATE < 2 MPI (5 MPI DESIGN) SITE�j PLAN I/ 6� DEEPx6' DIAMETER 0.91 // / '" S1I. 'rR 3 1M PRESOAK; (00:00-0:06:00 I SAND VA L3 1M PRESOAK: 0:00:00-0:06:10 � j / •76 24 GAL. < 15 MIN.) (24 GAL < 15 MIN.) 4 STONE 29.63 to OF STRU AROUND / 25 ��2$ 12` � 30.0 < 9 . 0:06:UO I 12" 3Q 0 < go: 0:06:10 OF LAND IN 27-' r BOTTOM PERC: AT 60" EL26.0 { B BOTTOM PERC: AT 60 EL.28.0 ELF1L=25.3 31 o / LOAMY SAD I LOAMY R 5 0 HYANNIS '�/( /� LOT 14 +30.23 PROPOSED GRASS UNE� 'y / _21 5 NO WATER OBSERVED , 1V11"� STORMWATER RETENTIt1N / / 36" L:�" 2&0 DATE: 8/29/00 36• 28.0 - N/F r pq 26` Al'S W/ SAN W/ PREPARED FOR SKAWN REALTY TRUST ROSARIO POND 6' LOAM �� ENGINEER: ICHAEL 5. FARIA SE 30.R4�SEED / / 30R GRAM L DOWN CAPE ENGINEERHVG) 3071 GRA L _2g WITNESS: ONNA MIORANDI, Rs (OVERHEAD DOOR OF CAPE COD INC.) off. 508-362-4541 / 32 _ 98 T 23.0 EXCAVATOR: ELLIS BROTHERS CONSTRUCTION 1 9B" 23.0 fax 508-362-9880 5 I SITE p / / / --Z EDIUM SAND MEDIUV SAND LOCATED AT #50, 44 & 38 JOAQUIM ROAD ►a: W�' :f cape,� engineering, inc. SITE PLAN � J l //� i/ / � 25 4 23.91 25 Y 7/3 25 Y 7 3 HYANNIS, • '� 150• 18.5 . 15O" 18.5 MA 02601 SCALE: 1"=20' % / // / / / �/ ' ,z `1N of SCALE: I =20' DATE: 9-6-00 ., l"AIL ENGINEERS / / ��.02 TES' HOLE LOGkk OF , NOT TO SCALE � gRNEH. yG � P��ARNEAs REVISED: 9-13--00 (DOCK, ETC) T.A LTD SURVEYORS +30.52 __ _ _ _29 9�4 I / alAu H. REVISED: 12--1 9--00 ( , DRAINAGE) / SAND I $ CIVIL u OJALA I ` 0 plain st. Yarmouth, ma 02675 - _ - - -2a- \+24.2$ \\ PIT No. N�.263 0� 27 J \ A 'PECIST `��`� F �i _ �� NA gat LANos 20 0 20 40 60 Feet rl;-__ APPROVED DATE BOARD OF HEALTH DATE H. OJALA, P.E., P.L.S.