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HomeMy WebLinkAbout0068 CENTER STREET UNIT 17 - Health �� a.n n°s _� NO.p'�-CJ� � ` ©" Fee 50 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS es phratio for i$ �d p6tem Conztructi ermit ubdiIVihl AIE; ioou IW 6� Application fora ermit to onst t epair ) Upgr de( Abandon O ❑ Complete System I drvidual Components Location Address or Lot No ;- Owner's Name,Address,and Tel.No. Assessor'sMap/Parcel "l �S 1 - �� df `(� 01a Installer's Name,Address,and Tel.No.0�/ G� Designer's Name,Address and Tel.No. J�ICc cvrzz pv, far&_,P 34'9 /,Jain S`t1• Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder ( ) Other Type of B ildi.g�/ni" v� No.of Persons Showers( ) Cafeteria( ) Other Fixtures F-� �m c�yo �1?dx. lDO Se� Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. 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 Bo rd of Health igned Date Application Approved Date Application Disapproved by: Date for the following reasons -Permit No. acoo s Date Issued Np. J � ,r � .+ t 4� Fee /C�y _ THE COMMONWE L-TH:.OF MASSACHUSETTS. Entered in computer: 1 .PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS ore 'a Yicatio'n for ;i onl p.5tem ctCon.5tructiori Vermit 'Applicafion,'for a ermit to Construct Repairi(�) Upgrade( Abandon O ❑ Complete System�[ndividual Components Location Address or Lot No. 5�•�` J 1/d Lf rOwner's Name,Address,and Tel.No. Assessor'sMap/Parcel / 15 ---00 Ina , Installer's Name,Address,and Tel.No. Z/ G.la �` ire Designer's Name,Address and Tel.No. 2Y/. G 7 ,��/�" 1�' (:ZJ/ Cn'�/c �.iG//7� �'.c' DdrL Gr�� ✓�77 �Q1/'� ..S�i al Type of Building: _ Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder ( ) i Other Type of Building /y!i;4` v t& No.of Persons Showers( ) Cafeteria( ) mw.. Other Fixtures &4,/ fio.jeo /rlcrx_ /00 Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title ? Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) cop QO\ /S._ Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. -igned Date Application Approved b _ Date Application Disapproved by: Date for the folowing reasons Permit No. a6o& —Vo K Date Issued THE COMMONWEALTH OF MASSACHUSETTS �U +r&,p BARNSTABLE, MASSACHUSETTS � r Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( �)<epaired ( ) Upgraded ( ) Abandoned( )by Za/w !3 Q�►' �e— ` at �tir 5{, �/�nnr3 lTk�_ has been constructed in accordance p G��� / with the provisions of Title 5 and the for Disposal System Construction Permit No. " Gf O dated 1 (p . Installer ,�4i1 G'le— (o. • le. Designer !3 S C #bedrooms Approved design flow /MO gpd The issuance of this ppermit shhall not be construed as a guarantee that the system will fd.nctign ads designetd. Date t f ��/1��0• Inspector ---------------------- No. r-co(0 �/0 C Fee / 5 V THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS i� o�acr .5tem Con6truction Permit Permission is hereby granted to Construct ( ' ) Repair ( ) Upgrade ( ) Abandon ( ) System located at ("e', 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: Constructitio must be completed within three years of the date of this pe i . Date I �' b Approved bb I �� < ` I r Town of Barnstable Regulatory Services Thomas F. Geiler,Director t s�nis�r,� 9 Public Health Division saga , + � Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer_&Designer_Certification Form_ Date: 2 Z Sewage Permit# 700G�`tye Assessor's Map\Parcel 3Z /Sy Designer: s5 C Installer: Address: y9 Ala;r. St XA_ ZS I/vl,�b Address: 7y G.-��f Vy-fWf1r7 C,/, yarincv-k M,4 02673 On 9 Z1 46 Wee, 9� was issued a permit to install a (d te) (install (6z;,?s4r septic system at cS c4e,,fir S based on a design drawn by (address) dated 9 Z D (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State &Local Regulations. Plan revision or certified as-built by designer to follow. OF 44q,��°ti g MARK D. G c DIBB NR', Installer' CIViL ( V No.45937 arsT�@ Fss�ONALfcNG (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc Town of Barnstable Geographic Information System January 9,2008 n 327041 ,r I / «$ : l ° ] ' ® ��j kL s #13" l f' 31 327046+ z ' ' Fyxy 7 '� ` 327040 rE -, � i #2s� _.. 44 )}�?�• ��`4%r ��J•w�' � � p'� ]��D# +�r � 327054 • 4���• 'i��t' a�a.,-� s �.. { y r}/ 102 7 3 �% 'ti`1 C I� 1 �`.. t 4. 98 xI/Y1_V qW let � r .327049 S j r i" .� '`ice ` nt�: ®' ; r L• .-�- f �' r `>a " •!T},I- raR"-�`�" �71 1�'t� � T'ts� .u,t ry-r. 327056 � "``� #100 F�* •�.r*` ,,'�,,^.Y.�` � � � .,,-.., i"t :f� -1�'=! � �� �rP'" f•t ,, fit i� s—" Ir " � '� �� ������q.-ram � � ��� ./' _ 13 �• al.. .e �. 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They are not true property- Co-Owner. r Acrea 06 acres Abutters ,•.:<. : boundaries and do not represent accurate relationships to physical features on the map Location:70 CENTER STREET cast Buffer such as building locations. L G � . o� ti _� o ' C v r (1 i f I 154 I I tied ^ In June 06 68 Center Streeti� a. 10, /. �•ffiv►¢ O / I i d9lV, �1� 1�I % C •� ENCHM�,RK: r.r j Al �. ♦. Or "EVE AT ■� TOP OF CONCRETE ' _______- --____-- � BOUND aL.=35.23 I rL •\'\• •� CHAIN LINK FENC:. � Ir n � ♦ CHAIN LINK FENCE �. C f'US 1' A Iu" ,�r L ,.`,. , --<, - -:._. -•._,_. ..-, °'-t-=.. ..--aslg,��s---r, .��,.-.,-�..,, ,,,�._ rA t� I,' _ F SMH f l ----------t•�___ - ______ _ - RIM=28.68 �/ r • E-- -� +" ---------_ -____-____ _ ________ - apu-•` ,�- ""- n �t �- UP it a l S / <- ♦■ 4 ____-_______-_-- 1_-_._---.___...._-- ----------_------_-�-_---- .----_- � - --_- -_.---._._...-.__-----_------.-----_---.----__._------- ■ ; fj rr i \ s C� it eF y r f •♦•♦• `' ... .i. f✓ � 't ° ♦ 5G ,..,I: WAY BITU'` aOUS PARKING �. / CHAIN LINK ! r t a \■ TO CF^!TEP STREET >� FENCE DUMPTSTER I ! J \ \ ° ♦ ENCLOSURES ' t� 'Fri ♦•\ ` ! .` 1 �� s b I qq \ 4 x �_ I --- ISLAND It • f moo MARK D. tiN / f SMH \ s l r ° ♦■ 4 ___-_ ------' + � - f OIBB RIM=28.32 \�, '^ . t °\t ______ `•fir ----_-� " a G?�p�`y��(�j if CIVIL y INV a=21.94 � '� ,' \ _1----- .�� I f y t , N0.45937 INV b=22.07 ti �6i :' * ! _•-----_---------- \� + � � � INV c=22.02 ° f L Q t r 9p ° DMH n, EXISTING T lNG BRICK EUILDING ■C J� ( A,c�S` IS T G�•� 1 p �'�J r S�01UAL / �_____ROOj��RHA_IG_____ I z Q y '`�` ( b RIM=27.90 i i •♦ i a rt \ r °, �f n• \ INV a=23.15t E' =.Rf�ayL,� c ttG s ■♦. 1 DMH \ Q a D \t '�,. INV b=22.3d l \„ 1 EMET �Qc, r RIM=27.73 Ea, L�--- \ ° %, c \ INV c=22.75\ ;I RE J' la CB ` INV a=23.76 \�� o r �: \ H I`■ g;71 !!NOUS PAVEMENT ° L RIM=30.07 `' ',, f INV b=23.93 c \ i \ a �I i !__♦■- j INV=27.24 M �' INV c_23.68 Ur \ a D \ d�, <slGN I _ r IY i O, f !L O� \ d \� `� - \ 1 V a=23.41 ! , L , , y { _t�, ( ` INV d-23.88 GHQ o rr. \i \ \ \ I V b=22.41 , t ♦• EMET r ■ \\ I v c=22.3s 1 i f + ♦• WG . t_ i ;.`V c;�r MARK DIBB DATE CB \° ;&,\ \'` `� `\ I ♦ ♦. 4�1 ie D'U'MINOUS PARKING i 1 COLIC. df�� PROFESSIONAL ENGINEER RIM=27.56 AMA ° \ ` \ t \• , INV \ \' \ + ♦ ! tl - t i Q �' ' \ \ (�-�, LCB I i EXISTING BRICK BUILDING •\ d�RCP .-� 1 RIM=27.26 + 70 ♦• LDMH ��U�/ • s Q�'' b \< c , `\ ( + 4 t F.F.=30.00 ♦• RIM=30.39 LDMH `_ <y I` 0. if ■` \\ \� G\ \ °'�" ? v t \ INV a=26.61 RIM=30.4,4 I !V ( MIXED USE E c INV b=26.54 INV=26.5A4 I ¢ t, j v 4\ , <,\ \ ' t i •♦ SMH \ 4 , ° D EVELO PM ENT � �`;: \ ! t RIM=31.31 ♦'\• SMHI INV a_28.08 I a ! �■ pA,, + + SMH SMH ♦. RIM=31.60 INV .. •'��, + � ! RIM=29.53 � ♦ ° N i , ! RIM=29.55 o INV a=27.37 \ r INv=27.82 - Fro \ f r------------------- INV=27.82 ., \ lint ----- INV-6=2735 GRE E JG r g \ t �� ♦• ! INV c=27.5 TRAP fk t ; i �• �� 327 ROOF OVERI-+ANC G� r �• ISLA'v«J G R n K s i- WITH SECOND STORY 1 O �--P . --______ �'' r •~__ �"v-e� � S CENTER STREET METER t CONSTRUCTION NOTES: , o 1 SMH " 2 �V ■♦ /s aPs ( ( v _____----' / "� - S S / RIM=29.56 RIM=29. '----_ w ♦ s SMH t 1 ( iN 1l lr�t/ CtR� BITUMINOUS DRI`�'F_'NAY INV.=26.06 SM -�-�"" --w- __.� •♦• JG/� RIM=31.27 1. IN GENERAL, THE PLANS ARE DIAGRAMMATIC AND ARE NOT \ o �' G GREAS - "A-"" RIM=29.80 `�""�.� REMOVEND RESET RIM WITW.71 +�_s?_ t D INTENDED TO SHOW EVERY FITTING, CHANGE IN DIRECTION OR \ \, RIM-29.41 b s LDMH -- /J� TR INV=25.68 TRAP 5 EDGE OF P:�.vEME ________ INV.=26.61 CONIC SECTION FLUSH WITH N ! j - "-p f HYANNIS DETAIL OF CONSTRUCTION. \ RIM=28.03 _- -____- ------ --- --------- - C 5 -- . .___6np-C---___ __a `,_ _----___----- - IDEWALK-______�•------ - ---------- -- = �,7?, A r1 ,` 8 S s 5��.2z-._S 1 �- ____ - - -_�- -� r� Y MASSACHUSETTS cwk-fl 6 b SSACHUSE 2. THE CONTRACTOR SHALL GIVE ALL NOTICES, COMPLY WITH k 5/ /' �� _1s 5 s 5 s ° .\ bl r r �J ALL LAWS AND REGULATIONS, OBTAIN ALL PERMITS NECESSARY, °° \ \ \ CB 6 X6 LEACH T W/2 STONE S/ s c DECK AND PAY ALL FEES ASSOCIATED WITH THE INSTALLATION OF THE ° ° RIM=26.40 RIMa�17.05 r� 5 6"PV s--5 s r (BARNSTABLE COUNTY) ° \ D INV. A =24:0 /5 s s : \ �```� -F a WORK. I^Ic T °ti \ ` INV.�B =23. s g s SMH' LP AL ♦ r 3. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, \ t s s 1 RIM-2$.74 . ( r... ( .'JC��/+C.:I!'1M TOOLS EQUIPMENT, CI ICI POWER, SANITARY - ., � �.. SU, . _ RIM-36.�w ✓ s `�► � ! _ .:: k. V 4 1N 2 .82 _- ._�. -,_ , -.,. ►T NECESSARY F THE \ \ � • �' !� I; FACILITIES AND INCIDENTALS ECESS RY OR E Ire - � I' ' DMH 6 4 i \ ` i _ r PERFORMANCE, TESTING, START-UP AND COMPLETION OF THIS ° \ SIN 50 \ ` ` . \ s v I = \; i HYDRANT SMH 1 CB 6 7 INV- 9 23.71 \ W.-DOD a.;. WORK. pMH ° ` - :1� i R M 29.00 INV.=24.15 S . . RIM=29.66 INV. B _23.71 r - j RIM=26.49 b q - BUILDING `° s c �, DMH INV.=25.37 �S INV. C =23.7t �s .♦ 4. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS INV 0=21.94 r FOR THE SAFETY OF PERSONNEL AND PROTECTION OF PROPERTY INV b=21.69 \ \ a D 2f C,LA �l RIM=26.34 `r�l�, INV. C =22.84 12" ADS PROPANE ♦• AT THE SITE ADJACENT THERETO INCLUDING, BUT NOT LIMITED INV c=21.77 °° ` d °> b ',\ INV a=23.04 INV.=24.08 U \ TANKS B•ASEPAl-NT - �' r D \• it PAVEMENTS ROADWAYS INV d=21.64 \ \ e �6'+ \ °\ INV b=21.06 i . _. \ f TO, TREES, SHRUBS, LAWNS. �Q w ROOF DRAIN TYP. O`'S } v x1 ;: STRUCTURES AND UNDERGROUND UTILITIES NOT DESIGNED FOR \° G 4 o INV c=24.14 ■. ( ) + A •� \ �•; 1 ,IV t t'\• JUNE 15j, 2006 ° ° 1 �A \ INV d=2 \ 12 ADS 0?.5X ♦• REMOVAL, RELOCATION, OR REPLACEMENT. \\ e ,� b' \ \.O D \ , \ 6 SMH INV.=25.05 ,. + �I ♦ \ \ a ( 5. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE \ \ 12 CMP °I D ,� \ RIM=26.86 B \ [--- 24" i •\• MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES a b 4 ° a ` 5 INV.=25.20 5°� .- • \ \ p `� CB 6"x6" TAPPING SLE b' ° INV a=23.78 5 f0- - --• ERFORATED r� r: r ♦•\ OF CONSTRUCTION REQUIRED FOR THE INSTALLATION OF THIS \ EVE W/ \ \`\`��. INV b=23.7 9 `' - \ \ DS (TYP.) ' r r WORK. RIM=26.27 GATE VALVE S INV. 25.©4 v .\ INV a=22.42 � � �{S. f `\° S b , /�• .. _--- -• • - \ r.- t <t t - 6. ALL MATERIALS SHALL BE NEW AND FREE FROM DEFECTS AND INV b=23.65 ° \ a 5JC`� t,500 GAL GREASE TRAP INV.=23.68 " r cat \- >r a',Fr,i a + P SEE DETAAIL SHEET 10 OF 10 12 ADS CB 5 \ \ INSPECTION PORT ce r , OF GOOD QUALITY. \ SMH 4 DROP 6 WYE /�( • - w PROPOSED 70 X 40 LEACHING ° ° n RIM=27.80 ,�, S=176 RIM=28.33 \ (rn'-) "I - ' FIELD #2 (10 ROWS OF 24" DIA. 7. THE CONTRACTOR SHALL KEEP THE PREMISES FREE FROM t \ \INV. o=24.31 ; ' ° CROSSING INV. NV.=23.8(� \ c: x. I IONS: SMH o aAc i PERF. ADS PIPE) INV. IN=22.60 THE ACCUMULATION OF WASTE MATERIAL AND OTHER DEBRIS RIM=26.40 ° S V. b=19.00 \ �� b RESULTING FROM THIS WORK. INV a=18.15 \ . \� ° `' INV. 24"CI=20.67 \ \ 1 ry t BOTTOM OF STONE \ \ f ` ,' ELEV. =20.6o N0. DATE DESC. INV b=18.10 �£ \ r\ ��� \ \ k ��� 1 7/06/06 REV. PER SITE PLAN 8. ALL PAVEMENT MARKINGS, IF ANY, DISTURBED BY ���\ . \ y CONSTRUCTION SHALL BE RESTORED AS PART OF THIS WORK. \\ / Via' o 2690 \ ® � t REVIEW AND GROWTH MGT. tt b SIGN 12" ADS 12" ADS 9. THE CONTRACTOR SHALL INSTITUTE ALL SAFETY MEASURES PVC WYE TIE-IN W ANSITION Y i - \ �' `" f,hl L �I /L ob `o/L wAr,E2 6►2L.+l,G NECESSARY TO PROTECT THE PUBLIC SAFETY. THIS SHALL �' t2' DS S=0.5 \ PIPE AND REPAIR COUPLINGS �° N . Q r , t INCLUDE. BUT NOT LIMITED TO. BARRICADES, SIGNS, LIGHTING, ? ° / S=1 PER TOWN OF BARNSTABLE DPW � ro i r,,,, ��r ��P �PvQo✓A� FENCES. POLICE DETAILS, AND ANY OTHER MEANS AS DIRECTED. REGULATIONS ` \ ` \ RIM=26. g C i \\ PROPOSED 80' X 20' NO TRENCHES ARE TO REMAIN OPEN OVERNIGHT. INV=18.00 VERIFY IN FIELD \� \ �� INV= D LEACHING FIELD1 (5 \ t2" ADS ( ) UPT` V " �/' GF3' 1 A ROWS OF 24 DIA. PERF. 10. ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE UTILITY NOTES: (CONT.) �s °° s \ }IM 8.25 _ \ ADS PIPE) INV. IN=23.80 4' \ 2 ONLY AND WERE COMPILED ACCORDING TO AVAILABLE RECORD /INV 4.15 \ BOTTOM OF STONE FROM THE VARIOUS COMPANIES AND PUBLIC AGENCIES. ACTUAL s LP \ Tp 3 V C t ! f ELEV. =21.80 12" ADS ' r! LOCATIONS MUST BE DETERMINED IN THE FlING, BEFORE 6. UNLESS SERVE EXISTINGMSE N NCL EXISTING UD NG BUT NOT I MITE,\ C� pM 1 N B A S 0.596 i1 tf DESIGNING, EXCAVATING, BLASTING. INSTALLING, BACKFlWNG, i\ X o s \ s GRADING, PAVEMENT RESTORATION, REPAVING OR OTHER TO, DRAIN, GAS, TELEPHONE, CABLE AND ELECTRIC SHA1 BE _ / °\ N ° \ \ •-' ' 1 r RIM=98.65 DMH N " . .. . CONSTRUCTION ALL UTILITY COMPANIES MUST BE NOTIFIED PROTECTED. THESE UTILITIES AND OTHERS THAT SERVEI \ \ : ° INV. A 24.05 RIM=27. \ \ 12 ADS .--- .-:.-- - .• - . i � I ,t t INCLUDING THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS ADJACENT PROPERTIES SHALL REMAIN IN SERVICE THRC'JGHOUT \ s \� INV. B)�,24.05 INV a=22 0 �1 \ \ S=t9e . . . DMH 7 t PLAN. SEE CHAPTER 370, ACTS OF 1963, MASSACHUSETTS. CONSTRUCTION. o INV b=20. ' ' RIM=29.50 • - - \ INV. A =22.86 CALL "DIG SAFE" AT 1-888-344-7233. BSC ASSUMES NO I �' \ \ INV c=20.1 \ :. _. )- I RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF 7. ELECTRIC, TELEPHONE, CABLE, AND GAS UTIUTY SIZES, AND \ s * 27.12 - INV.(B)=22.86 t t APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE'WITH \ \ \ UTILITIES OMITTED OR INACCURATELY SHOWN. BEFORE FUTURE \ INV.(C)-22.76 !} CONNECTIONS, THE APPROPRIATE UTILITY ENGINEERING REQUIREMENTS OF THE APPROPRIATE UTILITY COMPANIE . DEPARTMENTS MUST BE CONSULTED. ° r I j ATI '= ~�\.n s \ CB 2 \ PREPARED FOR: 8. THIS PLAN HAS BEEN PREPARED AS A SCHEMATIC 1, \ 11. ALL METHODS AND MATERIALS SHALL CONFORM WITH THE REPRESENTATION OF THE PROPOSED ELECTRIC, TELEPHONE, GAS \ RIM�2 25 9, ° \ \ DMH 2 s►% MASSACHUSETTS HIGHWAY DEPARTMENT STANDARDS AND TOWN MAIN AND WATER SYSTEMS. IT IS NOT THE INTENTION p�F THIS \ \ \ ,\ INV.•�24_,60 \ \ RIM-29_80 'j k; CODE REALTY OF BARNSTABLE REQUIREMENTS. CONTRACTOR TO COORDINATE DRAWING THAT EVERY DETAIL, DEVICE, ITEM OR PIECE OF ?\ `" ' \ G \ INV. A 24.03 �r i HYDRANTRK 23 52 SHIPS EAGLE LANE EQUIPMENT BE SHOWN. FINAL DESIGN AND APPROVAL UST BE ^, \ \ \ INV.�B�=23.93 RIM=28.45 r T WITH THE PLANNING BOARDS AGENT REGARDING CONSTRUCTION \ o INV.(l,)=24.03 r AG BOLT OSTERVILLE, MA I INSPECTION REQUIREMENTS. OBTAINED FROM THE RESPECTIVE UTILITY COMPANIES FGR \t ; \ <``Z� N " \ \ ; INV.=23.02 t �' rr ELEV 37.23 LOCATION OF TRANSFORMERS, CONDUITS, GAS METERS IkND \ \ s 24 PERFORA ADS INV•=24.08 CB 4 I , ; r UTILITY NOTES: CONNECTIONS TO BUILDINGS. j >\' �,\�, \ RIM=27.g5 :-_"..� r 02655 .. ` \ \ \ v °� 12" ADS i D C Yp INV.=23.55 .. ' ' r 1. PRIOR TO RECEIVING AUTHORIZATION TO CONSTRUCT, ALL 9. AT THE COMPLETION OF OPERATt�II,, + THE CONTRAC'OR \ ° \ i �' - I SHALL BE RESPONSIBLE FOR CLEAND0'AL4`ikW AND EXISTING \ " c DM B / i P�\N� G . . `�. .. . .: J r IPA FP MATERIALS SHALL MEET THE STANDARDS AND RECEIVE SHOP \ \ •• D T , r C - " G i S//.l . . .. �' / r 5/, -i e f�prt l �r(� ;9,BSC DRAINAGE STRUCTURES OF SAND. SOIL OR OTHER DEBRIS. \\ ° 27.12 RIM- 7.53 A00 � ': . .' RDRAWING APPROVA BASED ON MANUFACTURERS DRAWINGS AND OTHER DATA. \ a INV a 18.99 " DS G Ftp O\ _ -•• -�_-�� - -- _ 1 IO�V 1 10. INSTALLATION AND TESTING OF THE WATER MAINS, ER VICE 12. �,n> INV b= 0• x -- - ° � 48 12 ADS __..� G �./G\. 4 LP --- r CONNECTIONS, GATE VALVES/BOXES, HYDRANT'S, AND TTINGS CB ••' - - TRUCTURES PIPES OR UTILITIES CONNECTINGs� � INV c= S=0.59: � __.. 2. ALL PROPOSED S � �4 \ c� $, ° G - `� " r 349 Main Street SHALL CONFORM TO THE TOWN OF BARNSTABLE REQUI ,EMENTS. RIM-26.71 \, \ ° I -2 3 TO EXISTING STRUCTURES, PIPES OR UTILITIES SHALL BE - as \� - W - + VERIFIED FOR LOCATION AND ELEVATION BY THE CONTRACTOR INV=23.16 \� ° "'-� �- w ._ -. p :, C Route 28, Unit D 11. SIZE OF GAS LINE To BE DETERMINED BY KEYSPAN GAS. ` ` " RCP w - ,`�'' L, _ s PRIOR TO CONSTRUCTION. ANY DISCREPANCIES NOTED SHALL BE AS r \\ , la w 12 w u REPORTED TO THE ENGINEER. EHH W. Yarmouth, Massachusetts 02673 • b30 GPD. \ �\ \ N w --uc;£ ___- --�. / 508 778 8919 3. THE CONTRACTOR SHALL. BE RESPONSIBLE FOR MAINTAINING 12. PROPOSED SEWER FLOW.FROM NEW BUILDING 41 \• c X. 0 ADEQUATE RECORDS OF THE LOCATION AND ELEVATION OF ALL SEWER NOTES. SMH \6'x6" TAPPING SLEEVE W/ '^ �! -__- �---" �- �° U L �TM `- - -Ni ° t � © 2005 BSC Group, Inc. WORK INSTALLED. THE CONTRACTOR SHALL.PROVIDE THIS I RIM=27.20 GATE_:VA�.VE UPT \ _�_-�- M " \ r , OF BARNSTABLE SPECIFICATIONS FOR BUILDING SEWER TOWN INV a=17.90 �- '\ ?'. --` r PA 12 ADS "x2" TAPPING SLEEVE W/ CB 3 \ r / - �. �_�_ /l f �� SCALE: 1" = 20' INFORMATION TO THE ENGINEER FOR USE IN PREPARING 1- ALL SEWER COMPONENTS TO BE INSTALLED PER THE INV b-17.s0 --__ GATE VALVE _ °� IM=28.55 12' / AS-BUILTS. CONNECTIONS DATED JANUARY 2005 _-- s - R 4 UNLESS OTHERWISE NOTED ON THE DRAWINGS OR IN THE �"- b \ GG INK=24.34 / t SPECIFICATIONS, ALL PROPOSED DRAINAGE PIPES SHALL BE 12" 2. ALL SEINER PIPE AND MANHOLES TO HAVE 6"MIN 3)e STONE a \ IRSTALL RISER ON EXISTING UTILITY POLE. / I rf 0 10 20 40 nmT ADS PIPE. BEDDING PER THE BUILDING SEWER CONNECTION SPECIFICATIONS. \ \ \ \\\ \ CONNE T�ELECTRIC/TELECOMMUNICATIONS TO �. / tjr ISSUED FOR PERMITTING FILE: Desi n\48856-SP STREET \ \\\ SITE VIA UNDERGROUND CONUIT. 5. ALL DRAIN MANHOLES SHALL BE 4' DIAMETER UNLESS 3. GREASE TRAP CAPACITY - MAXIMUM 100 SEATS F 11 „ G \ \\ L!F> .yi r. i I i /' NOT R r CONSTRUCTION j r ni g OTHERWISE NOTED. 100 SEATS X 15 G.P.D. = 1,500 GALLON REQUIRED, 1,f�00 �'� ° \ �O" vO�v��v��loj , DWG. N0: 5688-01 RP4CK gult�f I / GALLON PROVIDED \ - , I// rr"+ \ E,X15Z1NG - � I / -7 SHEET 5 OF 10 JOB. NO: 4-8856.00 I i GALVANIZED ALUMINUM REFLECTIVE SIGN PANEL WITH SELF ADHESIVE. ENGINEER- GALVANIZED ALUMINUM REFLECTIVE SIGN PANEL WITH SELF ADHESIVE, ENGINEER-GRADE, REFLECTIVE VINYL GRADE, REFLECTIVE VINYL SHEETING. EDGES To BE DRESSED. PROVIDE SIGN PANEL & SHEETING. EDGES TO BE DRESSED. PROVIDE SIGN PANEL PRE-PUNCHED MOUNTING HOLES. IMAGE TO 12" AND PRE-PUNCHED MOUNTING HOLES. IMAGE TO BE BE SURFACE INSTALLED, SELF-ADHESIVE SURFACE INSTALLED, SELF-ADHESIVE ENGINEER-GRADE, ENGINEER-GRADE. NON-REFLECTIVE VINYL PARKING NON- REFLECTIVE VINYL N N O HANDICAP ACCESSIBLE HANDICAP PARKING 'I T RAMP (TYP.) SIGN (TYP.) 2"x2" GALVANIZED STEEL TUBE 'I 8.5" T eWHITE 6"R gRCLE 12" WITH CAP, AS PER SPECS M 8.5 � 2VAN ACCESSIBLE N CI PARKING ;SIGN (TYP.) DEWALK SPECIAL PLATE ` �r ' N �_ -;Az REQUIRED +r•'.�:i i ! 2"x2" GALVANIZED PAINT co STEEL TUBE WITH ---� 5" 4" WIDE TRAFFIC o CAP, AS PER SPECS 1'-10»� PAINT WHITE .00 LINES (TYP.) 14 .00 1 10 y UNAUTHORIZED VEHICLES 00 of MAY BE REMOVED AT SIGN 01 I Q N OWNERS EXPENSE LENGTH AS REQUIRED g n 3'-0" (TYP) � (SEE STRIPING PLAN) 6" TRAFFIC PAINT ACCESSIBLE 110 O WASHER AND 3-1/2" X » PARKING \ " 2"x2" GALV. STEEL 5/16" GALVANIZED STEEL t " 2-0 SYMBOL (TYP. 11 TUBE SET IN BOLT WITH NUT AND WASHER 1 (TYP.) 3'-10 6 o MATERIAL VARIES SEE -1 [ �-.- 2 (TYP.) " . 01 �. 1 CONCRETE BASE MATERIALS PLAN. FINISH 8 4 TO END ZN OF,u�s i m APPROX. 12 DIA.x GRADE VARIES, SEE OF PARKING 30" DEPTH % + GRADING PLAN 2'-0" _ » SPACE (TIYP.) o` MARK D. cyN FINISHED GRADE �i\r/\ /\ -LONE �8 » WHITE PAINTED a DIBB c� CIVIL -+ � N STOP LINE CURB 8._0»_� » _ » v� 1 �/ " „ T 2'-0" (VAN SPACE) 8_0` (VAN SPACE) 5-0 8-0 •09 ��.459370 VAN ACCESSIBLE o I _ • 12 DIAMETER X 24 CONCRETE AY " I / • /� FOOTING, 3000 PSI 4 WHITE PAINTSS�ONAL '� ACCESSIBLE PARKING PAVEMENT "'� \ a \, MARKING SYMBOL 12" : 4" WHITE PAINT (TYP.) I 4 NOTE: j\ COMPACTED SUBGRADE N I' ACCESSIBLE SYMBOL SHALL BE TRAFFIC PAINT AND ACCESSIBLE SIGN POST a ��+- A zu CENTERED IN STALL (VISITOR SIGN & POST TYP. %/i.r/�r��r/ PAVEMENT MARKINGS TO BE INSTALLED IN LOCATIONS SHOWN ON THE PLANS MARK DIBB InATE PAINTED PAVEMENT MARKINGS ACCESSIB • 411".;"?, PAINTED PAVEMENT MARKINGS PROFESSIONAL ENGINEER rMfG PARKING SYMBOL & ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING SIGN PAINTED PAVEMENT MARKINGS ACCESSIBLE PARKING SPACE SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NIONE DETAILS\LD\HANDICAPPED\HC SIGN. DWG 11/05 DETAILS LD HANDICAPPED HC SIGN ELE .DWG 11/05 DETAILS\LD\PAVEMENTS\PAINTED PAVE MARKINGS.DWG 11/05 DETAILS\LLD\HANDICA'PPED\HC PARKING LAYOUT (VAN-STD).DWG 11/05 12" 6'-0" MAX. MIXED USE 3" 3" ('�.) DEVELOPMENT • PROPOSED GRADE CONCRETE-CROWNED AT SEE HANDRAIL DETAIL " " 1 -0 8 TOP PAINT: SEE ■ .{�}�.- SPECIFICATIONS LIMIT OF BITUMINOUS DAMP-PROOFING I I I WALK " 12" 8" DIA. CONCRETE GALVANIZED STEEL PIPED 68 CENTER STREET W CATCH BASIN — SEE PLAN �. , atop JOINT : 12 .1 i MIN. ABO/AERD SHALL BE FINISH D GRADE" EXPANSIO Z FOR ELEVATIONS ° IN r 7 GRAVEL BORROW y�� ^^ - N iv SEE PLANTING PLAN Q ,: '; ,•:-- '' a d F `4Q 1/0. EXPANSION JOINT (FOAM) COMPOST LOAM :: ° ' WASH ALL AROUND WHERE NOTED HYANNIS 600 PLANTING MEDIUM I MASSACHUSETTS II I I 111= c �O 12 ,- 'e. 4 6" MIN. e _ HARD SURFACE FINISHED . COMPACTED ',. •``�'-- �=- .- � FINISH GRADE IN FRONT URB n CLASS B CEM. CONC. MASONRY (BARNSTABLE COUNTY) cn GRADE •Id - - - i:- k -:- ;:a.'. - w 1 -3 500 P 1- 52 GRAVEL _ _ _ BORROW BASE _ __ COMPACTED _ -COREDRILL 6" IF FINISHED GRADE IS SOFT ;-* - > » 1l" (M 1.03.0 C) " DEEP MIN., GROUT SURFACE AREA THEN BRING 0 - , SUBGRADE :�-`.�-:�.-" / T a �� � ::. � CONCRETE FOOTING UP O 4 I`; e: _:JOINT {TYP.) / PROPOSED GRAD -- 1 C. Y. OF STONE AT __ _... \/\ /� GRADE AND PITCH AWAY DETAILS c•i :, , :_, ,.,: ;_._� — EACH END OF DRAIN . /\ FROM CENTER OF FOOTING ..._. .,�.__. III-11 " 4 WEEPH � EXPANSION JOINT O 10' O.C. o LIMIT of BITUMINou DAMP / 4 REBAR. 12 O.C. N \ .• \ V , III-III— fl BIO—RETENTION SOIL = o " MIN. 2000 LBS . -III- s PROOFING EACH WAY (TYP.) d /\ CONCRETE FOOTING DOUBLE WASHED �/ - . / #5 - 3'-0' LONG O 18" O.C. d- ' 3000 PSI CONCRETE III=III III= I I-III-III=III CRUSHED AGGREG r; E, (T�) �� COMPACTED SUBGRADE WRAPPED IN FILTEF EA$ IC " 1-1/2" O.D. BLACK ' /� 2'-0 LONG #4 DOWEL � o COMPACTED i UNE 15, 2006 0 12" O.C. CONST. JOINT o a " '�? STEEL PIPE RAIL WELDED SUBGRADE » 12" x 2" 6» 1 s4O TO RAIL SUPPORT ,18' N 1/2" DIA. RAIL SUPPORT DIAMETER UNDISTURBED SUB GRADE WELDED POST. WELD TO P ST ~ 2.375" O.D. BLACK 59- g" 0 STEEL PIPE POST. NOTES FINISHED 1. EXPOSED SURFACES TO BE BRUSHED RAIN :..GARDEN GRADE FINISH TROWELED EDGES. - 10 HANDRAIL DETAIL 2. MINIMUM WIDTH TO BE 48" CLEAR NO. DATE DESC. N.T.S. TE RETAINING WALL- HANDRAIL TO HANDRAILC,ONCRECONCRETE STAIRS CONCRETE FILLED STEEL BOLLARD 1 7i06i06 REV. PER SITE PLAN SCALE: NONE SCALE: NONE SCALE: NONE REVIEW AND GROWTH MGT. \DETAILS\LD\STAIRS\STAIRS (CONC) (HANDRAILIDWG 11/05 \DETAILS\LD\FENCING & SIGNS\BOLLARD (TYP).DY✓G 11/05 r; 44104 '�,4� AGP2 o.,rstc_ 12" MIN. 2- 24" CAST IRON MANHOLE COVERS COVER WITH FRAMES DEPTH OF BIO—RETENTION SWALE NOT TO EXCEED A.U.L. VERTICAL LIMIT APPROXIMATELY 30" FROM EL 26.29 m — EXISTING GRADE EL 25.04 a74tW ,, r'a f l 29" OUTLET 4�-0" 10'-0" MIN. c 3 v 2,-0" 3" MULCH LAYER 6'-O" �j 4'-9" INLET TEE m OUTLET 5'-0 100 2 - 24" CAST IRON MANHOLE COVERS W/FRAMES " PREPARED FOR: 12 MAX BIO—RETENTION SOIL EL 20.29 m CODE REALTY 'ATM 52 SHIPS EAGLE LANE 8»t — — FILTER FABRIC 6" CRUSHED STONE CISTERVILLE2" THICK #7 STONE PLAN VIEW ON COMPACTED. LEVEL AND TRUE TO GRADE CROSS-SECTION 02655, MA 18"-24" #57 STONE STABLE BASE AUL BARRIER NOTES: 6.)GREASE TRAP SHALL MEET ALL REQUIREMENTS ;51 BSC K DUP 1.) TANK SHALL BE WATERTIGHT PRECAST CONCRETE. OF 310 CMR 15.230 AND MAINTAINED IN 1` ACCORDANCE WITH 310 CMR 15..351. III_ I L—III 2.) GREASE TRAP SHALL WITHSTAND H-20 LOADING. 349 Main Street —I I I-I I I-I I — 7.) INLET AND OUTLET TEES TO BE PROPERLY Route 28 Unit D UNDISTURBED SUBGRADE 3.) ALL PIPE CONNECTIONS, SEAMS AND CONCRETE SUPPORTED WITH HANGERS ANDI/OR STRAPS. ' ----- —_ — TOP OF A.U.L. AREA CONSTRUCTION SHALL BE WATERTIGHT. 8.) MANHOLE COVERS SHALL BE WATERTIGHT W. Yarmouth, Massachusetts 02673 — 4.) INLET AND OUTLET TEES TO BE CAST IRON OR AND BOLTED TO MANHOLE FRAME. 508 778 8919 SCHD. 40 PVC AND TEES TO BE ACCESSIBLE UNDER MANHOLE COVER. © 2005 BSC Group, Inc. 5.) MINIMUM 20" DIA. MANHOLE FRAME AND COVER TO GRADE OVER THE INLET AND OUTLET TEES SCALE: NONE B10- RETENTION SWALE GREASE TRAP DETAIL. 1,500 GALLON H-20 WATERTIGHT ISSUED FOR PERMITTING N.T.S. FILE: Design\48856—SP SCALE: NONE NOT FOR CONSTRUCTION DWG. NO: 5688-01 - _ SHEET 10 OF 10 JOB. NO: 4-8856.00 i