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HomeMy WebLinkAbout0111 OCEAN STREET (11) Yns` i a Message Page 1 of 1 Roma, Paul From: Perry, Tom Sent: Thursday, June 02, 2011 2:40 PM `t ' s To: Roma, Paul / Subject: FW: Hyannis Hostel additional Occupancy Permits Paul, Let's talk about this. t Thanks - ---Original Message----- From: John Yonce [mailto:jyonce@yonce.net] Sent: Thursday, June 02, 2011 11:54 AM i To: Perry, Tom Cc: Anthony P. Dirubbo Subject: Hyannis Hostel additional Occupancy Permits Hi Tom, As we near completion of the second phase of the Hyannis Hostel project, we've been made aware that some of the windows provided by Pella Windows for Building D were not tempered, . as specified in the approved building plans., Pella has acknowledge their error, and they are manufacturing replacement sashes, which will be available in three weeks and installed immediately by Pella. I can provide confirmation of this 4, replacement order for your records. P . We expect that the Hostel will otherwise be ready for a Certificate of Occupancy about a week earlier than the windows will be ready.The hostel staff are eager to move into the cottage as quickly as possible, so they can prepare for the busy 4th of July weekend, as-well as an open house on June 16 to recognize the completion of phase 2. We expect this open house will be well attended by town officials as well as other community leaders. Since Building D will not be occupied by guests (it is the designated accommodation for the Hostel Staff), would you be willing to issue the C of O provisionally,prior to the replacement windows being installed? We do not expect any furniture (beds, etc.) to be located in front of the affected windows. Thanks, John John Yonce Hyannis Project Development Director Hostelling International-Cape Cod www.capecodhostels.org Cell: 617-922-0076 6/6/2011 `OFTME ip�� Town of Barnstable O"w BARNSTABLE. Regulatory Services 7 MASS. 0 `� i639 Building Division pTFO MAC a, 200 Main Street, Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection U Location r ( ' D C�--A Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: bA y t 6(S v rl� V ALv E-70 Please call: 508-862p-4038 for re-inspection. Inspected by TI@ Date a UP 43111 'S O� GAR - EX151 NG 8 E ' `. REaMOYE SIDEWALK AS REQUIRED 18—, 10 RE510 -"gyp- MIDEN & PAYE EVS77NG 5Pv 2N0 ENTRY APRON/ � PROPOSED WGN AT EVT INGHT TURN ONLY 'N - i vAromY ,EM�1 PROPOSO ,- E' G 10 WMW ND1H OF 14' G EXIST. MD PALE fRal OG�AN ST / INSTALL SEWER LINE SACYCLERAW � gLONO� P) G GAS METE - 1C SL9GM10 D. 18iN/N. BELOW WATER �SEO 20 X9' SEE o SERVICE, OR SLEEVE. . j/ �,o��' SEWER LINE WITH 8" NG SPACE ; t O F c / (` a r / SDR35 OR SCH.40 PVC TO 10" ON EITHER SIDE. E��1 1 7 �\ \N� / ✓6 0�S�sy�R3S' OF CROSSING POINT '� •�, ..1 V - \.r i�/.�- �'�'��� 5 1,gm VC .. is SHUTOFF a j %• j t �' e UPGRADE EXIS77NG R � v s/ �• , °` `c?= ; / �� i O t .f� ./�/ 655 Z / :I ., SERVICE AND PROVIDE N SPRINKLER MAIN c - o a LNG N -N lv EXIS7?NG.S1fED w P _ncN4p PJ•G / 5 0f ING P \N G�D� EX110 MP ro;8�REMOVED 3' �'PRpP N SR S . IP.SpR� Srt BUI PIN CE c BENCHMARK ... P�P����;�'. 35..... G i > 0 hp G a' ' PROPOSED S•EwFJ7 _ 5s�+ 1P••, / �, c 5 p2t2 11N REMSIpEN TOP OF MARBLE BOUND.. CL nNbur•rbrP� 5,• AXIS 1Q RE O �`�ELEVA77ON 15.18' T.O.F. UP 12P 4 G M � PROPOSED N; ` N 10 � E RAMP _ E,01 G g' � PROPOSED oz gU1V RJR 8 SNO ADDITION 8E p NOU ER 10 PN FF os i 0- G� � 3 � PROPOSED 47D REINF. \ z ..Q 6� 5� E� NCE (TYP.) �1 CONC. SEWER'MANHOLE P !CK CONNECT OUTLET TO EXIS77NG 'R E PROPOSED W SEWER LINE EXTENDING TO MAIN S (TYP E� O DE EIGHT v VERIFY EXIS77NG PIPE ELE VA77ON T TERM/NE MANHOLE H -PROPOSED ELE TR1 PRIOR TO INSTALLAT70N SSRi4CE ( APPROXIMATE LOCA77ON OF EXISTING SEWER LINE j 9. ✓; 21 22 9. TO BE ABANDONED NSF Mo-foR f oR 00 ND MINlUM NPRzpGE P13 '307/ ' i DRAINAGE AREA DESIGN SHEET PROJECT NAME: Cape Cod Foundation TOWN: Hyannis DESIGN AREA: Parking Area CA= runoff coef£ x surface area in square feet CA= 0.9 3214 = 0.07 ACRES PAVEMENT/ROOF CA= 0.65 4964 = 0.07 ACRES GRAVEL CA= 0.3 0 = 0.00 ACRES VEGETATION DRAINAGE VOLUME PROPOSED Pit Diameter(ft.) No. Pits Stone (ft.) Depth (ft.) Bottom Volume (ft) Area(ft) 6.00 2 2.50 6 94.985 1139.82 0 = Surface Area of Leaching System=Bottom Area+ Sidewall Area Diameter of pit with stone 11 ft. Overall depth of pit 6 Ift. A = 302.23 ft` Qout= 0 s.£/[(10min./in.)(60sec./min.)(12in.ft.)] Qout= 0.04198 W/sec. X 2 ]Pits = 0.083951389 DRAINAGE VOLUME REQUIRED I for 25 YEAR STORM = (230)/((30) +t) Qi,,= CIA Qtotal=Qin - Qout Volume= (Qtotal)x(Time)x(60) CA I Qin Qout Qtotal Time (min.) Volume (ft) 0.14 3.8 0.54 0.08 0.45 30 818.18 0.14 2.56 0.36 0.08 0.28 60 990.1.7 0.14 1.92 0.27 0.08 0.19 90 1000.60 0.14 1.53 0.22 0.08 0.13 120 946.42 0.14 1.28 0.18 0.08 0.10 150 859.93 0.14 1.10 0.15 0.08 0.07 180 754.97 �5�101, OF MgSs110 TIMOTHY J. cm w�-------� o BRADY CIVIL cun No.3 7 9 0 S��NAL E� . j a CAST IRON CLEANOUT FINISH GRADE COVER H-20 LOADING STANDARD C.I. MANHOLE FRAME & COVER "CLEANOUT" CAST INTO TOP OF REMOVABLE LID m SET IN 1" MORTAR BED. FINISH GRADE SCH.40 PVC THREADED COVERS SHALL HAVE THE WORD "SEWER" SURFACE VARIES SCREW ON CAP CONCRETE COLLAR � CAST IN 3" LETTERS ON TOP SURFACE. 24" 3` 10"3 8"* SEE PLANS FOR FINAL GRADING DIA 1 4Mx / UNPAVED PAVED BITUMINOUS CONCRETE BINDER ADJUST TO GRADE WITH BRICK & io z0 & TOP COURSE THICKNESS AS MORTAR Do A=5 xG 6" (MIN.) SPECIFIED IN SECTION ;Ur m_0 DO m; yam 1o` 0r EXISTING GROUND z TACK COAT TO BE APPLIED TO zo 0MO my 12" m EXISTING EDGES PRECKEYWAST MANHOLE CONE SECTION CAST WITHOUT ov LY. {51z Zo T �m o COMPACTED GRAVEL BORROW o -' " "` 12' PLASTIC COATED STEEL MANHOLE STEPS 2" \ w (PRECAST INTO WALL SECTION) COMMON FILL COMPACTED TO > TWIN BEAD BUTYL RUBBER 90% MAX. DRY DENSITY SHEETING, IF REQUIRED SEAL SHALL BE PLACED L STANDARD REINFORCED PRECAST 8' MAX. STONE SIZE IS TO BE CUT OFF 1 FOOT BETWEEN MANHOLE \ 5" MIN. CONCRETE MANHOLE RISERS (HEIGHT OF SELECT FILL COMPACTED TO 90% MAX. \ ABOVE TOP OF PIPE AND SECTIONS OR APPROVED 48" DIA RISER SECTIONS VARY FROM V-4') DRY DENSITY MAX. STONE SIZE 4" ANY WOOD SHEETING DRIVEN EQUAL DRIVEN BELOW PIPE ZONE GRAVEL BORROW BEDDING SHALL BE LEFT IN PLACE EXTERIOR SURFACE TO BE FACTORY COMPACTED AS SPECIFIED ABOVE. / 1'-0" MANHOLE OPENINGS FOR -- SEALED WITH RUBBERIZED OR MAXIMUM STONE - 2" FOR P.V.C. PIPE PIPES TO BE PROVIDED BITUMINOUS COATING ZONE WITH A "POLY-LOK,> NEOPRENE BOOT OR 4"/6" SDR-35 OR SCH.40 APPROVED EQUAL. PVC PIPE LAID TRUE TO INVERTS TO BE FORMED FROM LINE AND GRADE I I BRICK & CONCRETE 8" MIN. CLEARANCE 6" MIN. CLEARANCE O 12„ 12" LEDGE EARTH - 1" CRUSHED 12' _ G' .:yr e.•;�;..:* .: ,. STONE BEDDING 3/4" MAX. •'�^• ,X;' .,y''I•� •e'.pU N.yr+ '" �•.; COMPACT TO 92% MAX. DRY DENSITY GRAVITY SEWER TRENCH DETAIL GRAVITY SEWER MANHOLE DETAIL N.T.S. N.T.S. ` TI' GRAVITY SEWER CONNECTION DETAIL N,T.S. TIMOTH Y °AP.E., P.L.S. INSTALL STANDARD H-20 C.I. COVER AND C.I. FRAME SET IN MORTAR LETTERS "DRAIN" TO BE CAST INTO C.I. GRATE WITH 4" TALL FLANGE BUILDING SEWER ELEVATION SCHEDULE COVER INSTALL ELEVATIONS EASGRATE SPECIFIED LEBARON MODEL LF244-2-000 BUILDING "A" 4" INV. OUT 16.65' IN SCHEDULE SET ON TOP OF BASIN IN FULL BUILDING "B" 4" INVER OUT 16.95' DATE PITCH PAVEMENT TO GRATE BED OF MORTAR BUILDING "D" 4' INVERT OUT 16.00' SECURE FRAME 24 ADJUST TO GRADE WITH BRICK & WITH MORTAR DIA MORTAR SEAL PIPE PENETRATIONS WITH MORTAR 4' ��•• 2" LAYER OF YE TO Y2°' RISERINSTA L H-20 ASREQUIRED CONCRETE 1000 GALLON SOLID CATCH BASIN STONE OR FILTER SHOREY PRECAST SCB-1000 H-20 FABRIC ABOVE PIPE OR APPROVED EQUIVALENT .., �.�v.,,r �, .;z: :::'• 10" HANCOR HI-0 N/� ppr'tE�-P East Crape Engineering, Inc. EXTERIOR SURFACE TO BE FACTORY ,ti y a r OR EQUIVALENT SEALED WITH RUBBERIZED OR P5 NAY W CIVIL ENGINEERS { 10" HANCOR HI-Q BITUMINOUS COATING �� G��/a6 HATER sHuroFF W LAND SURVEYORS q� ;•` Um IELBOW (TYP.) 69„ o ttl0! # 44 Route 28, Orleans, Mass. 0" HANCOR HI q SEAL INSIDE AND 5" PROPOSED I0W GAL. REINF. CONC. (508) 255-7120 r, 5 .._ .. . ,.., C.I. -� ..r ♦r :-�-. ., - _.. - .... :. -- - _- n• _ r yr-.._..__ _ -.^ci,vr .-r :-r•..r. .; .mac. -. .._ ` -._ _.. _. ... w-.r Cn C+.4'..nr vr wr...r a. _ OE2 EQ�iL1[ N ,Y,, OUTSIDE OF JOINT r^. r-, - ` x � La� ,: M Eu75TlN6 5EldER LINE � � SHUTOFF rl t l 11 ' WITH HYDRAULIC to HDPE PIPE HA( NCOR 141-0 OR EO.) TO BE ABANDONF_D UPGRADE EXISTING WATER " O Ot O O �O O O1 O O ¢' '-, 4- CEMENT 66 I.D, SERVICE AND PROVIDE nx �r r t , i rti PROPOSED 6 x6 RE/NF. CONC. LEACH SPRINKLER MAIN �.. �0) �OJ I.OJ (p �OJ LP) lOJ 0 a� sx, > x , Y 6" Per w/rN 2.5 STONE TYP. ' . �0,, 0� �0�' t�0� n '` ti — � '' ��RIGK Z yr J I r 0 }Q^) f01 ��? C :.��: ��i ,` �. S•; t'1. 6• ry Rlti/ UP 43/II / v { i3S•�-:r a.`•• I-"'. :* 'r 0' / �9�'S ,i �'^. .:•"". /', "� ./'1 /b � ''�74" TO 1— " .y_ O l ��.. GAR / .1(� I—C �' sit ?, 0 `Oi Qp" \O) (p �OJ �GJ l�J DOUBLE � �� F E IyTIA6 0 - INSTALL BUTYL 7' DIA. BASIN PAD WASHED. ,STON SEAL BETWEEN / 1� CA14 P E PROPOSED SITE PLAN (, �� + r £ n SURFACES 0 o R 5 >r / MAINTAIN EXISTING O t O' �O O 0 O O O ~i Y`' Y tl � Q 58� y -T E ENTRY APRON �. P ID � \c. T,:''< r i ._ . It }L,.-f. :_ J y O j3q• �r•, Fz l� `0) `Q" �OJ r01 �0) `O" t01 I cas / AL LOT AREA I PROPOSED SIGN AT EXIT j h� , �a ; RIGHT TURN ONLY OJ ;OJ �Ol (C1 OJ �Oi �OJ n �t J�1 �3 "iPROPOS x / 5EN1 w rrEr�z l9/6/t S.F. TYPICAL CATCH BASIN SECTION >� r F :t i IO BICYCLE INSTALL SEWER LINE � FLAG O POLE k7 ( 1 �ti 1 i 1 r . yea S-i is n A' 1^I RACK �(a WIDEN EXISTING GRAVEL /• l8"MIN. BELOW WATER J r { �1 O' OJ O �O tO O O O �` N•T•S. I 'fl DRIVEWAY TO MINIMUM / IS li SERVICE OR SLEEVE / '� . J J J I t n A `., � PROPOSED 20'X9' RAC IN c� >4� WIDTH OF 10' r/` , .► SEWER LINE WITH 6" n O O 0' I O� ",0) O O � * ? � _ PARKING SPACE GPREc�P r ^ \ Yr�. -�; SDR35 OR SCN.40 PVC I 1 L J L J t 1 %' �r Y 0 GUY WIREa• \ �� \•. �, TO 10' ON /u� \ +' ETHER SIDE e `•�'. ,. ••,',..t a\ � .: �°•� •,.••� p OF CROSSING POINT 5'-6" _) STORMWATER COLLECTION & RECHARGE SYSTEM NOTES. y' "` LOCATION : f 0 ^ :• r, r• ,:i �,.. :.M�v��� ^ ''•' pROP�3tD SHUTOFF �' ~,• i'.' ;. ; '` , Q' y R 3 O ..,j'- vew UPGRADE EXISTING WATER 2.50 6'-0" 2.50' 1. DESIGN OF PROPOSED STORMWATER COLLECTION AND RECHARGE SYSTEM W t _ y, ri .":A ' ;^. �) :: Z „� SERVICE AND PROVIDE `I •I tI OCEAN STREET O STREET SIGN ,,r:, t ti ;b• ., + ;•. • SPRINKLER MAIN IS BASED ON A 25 YEAR STORM, WITH A 1 HOUR INTENSITY ^� %w• s �:."t , `'..• 4f .�' '' HYANNIS, MA USING THE RATIONAL METHOD. ` •�� >">. «.; :,' "•v^+ + �, t l J /.t,� '` ,,,'.. ' • •.;d::i�Y' �ayea..�v:.. ',tt� •wtii' 'fl�,,...,}" �� .0- 2. 1 M I� ICt ALL SURFACE DRAINAGE OVER THE PROPOSED "•,.I, ;,• y. t�,�;'' ,, ;,, �; f DRIVING SURFACE IS TO BE M ' �`• P ��r • I R GRADING AND DIRECTED TO THE PROPOSED INFO SIGN ';;' " ;.•'•• L,. <"R -'�"" °p!r;';; ;' ,' G A cc150t'� REFERENCE. CONTAINED BY BERMS O G DO :`y shvvs'hn 'silev �+ .� TYPICAL DRAINAGE PIT SECTION '•e - `°'•.�. , :r::� � g o -p P� :4:• G''`` Q�p,�O BE�CIABS CATCH BASIN SHOWN. . . i, '.� � ,''11;•t .r :,•T � �, .;=.r.; IP�.'! �.•'.<, a4;. ti • 9�"� MAP 326 1 sEwEie, ,. . „v g;del `�G E� IDE TOP OF MARBLE PARCEL 045 N.T.S. 3. ROOF RUNOFF FROM THE EXISTING BUILDINGS IS TO BE CONTAINED BY GUTTERS ^' '••.' •,; •r: .'v:; , ';�;;.,..'• "` , -T R f, { E BOUND AND DOWNSPOUTS AND DIRECTED TO THE PAVEMENT OR GRAVEL SURFACE. 1 ;+ q&my '1''• ,. +Dh^i';' , �C15 "(O R� O I ELEVATION 15.18 •>arts��>vu`.' ii:, :A Q�.%.f' ,...,,; •:a . .:,:;�,;. 0) PREPARED F O R V :►� • Tar'8E, �j G ''•',' %i, •:.''•`' r uP 12P PRMOPPOSEo ��. CAPE COD FOUNDATION TRUSTEES OF R. RUSHER PROPOSED /.- ESTATE ry t « •. ; UIL �rtA I ' ADDITION .. „ R�(A v, ••� �y BICY •• A' 9 cK 2 .GRAVEL OR CRUSHED STONE � � � •` .. `� �-1 - - „ U N l � p 1 a•' 0� .1� ,i;'... ,a. � / � � PROPOSED 4'lp 4 COMPACTED NATIVE HARDENING O J �K , •. �, �� TROPOSED GAS J ` CONC. 5EWER MA RNMOLE p F.�.:• •; t• SERVICE (TYP.) \ z •" ` BRIC CONNECT OUTLET TO EXISTING _._._...'t "-'�'_.'I ( I I — A" ..+ .,. r:!•. t,.• 'T 't..: ••�:•Y�� "♦•' r •'' PROPOSED W T•ER'� --F/R CE ' 1 - __-- I '; • ' '' .. •' ', SERVI 6r('gTYP„) i SEWER LINE EXTENDING TO MAIN c- I� I _ NATIVE SUBGRADE t'.;+': -�� .- r , VERIFY EXISTING PIPE ELEVATION I��� " I - I I IvWI I I III I I -i ► I ! I I��I I �__I I I__l l :r. �.:; :�' 1 `-- i I °,. GL :r• ~y,' q�RZSPO,SEPl`ELECTRiL`� / TO DETERMINE MANHOLE NEIGI•Ir �.1^f I':•' , .• .• i.'. ••.:' p • ' ,°- i --SERVICE rYr PRIOR TO INSTALLATION I'_ i ___ ( .? '1. •e 'wR• +�• •.. t�f -ylk'1T1A7L LOCATION G. IIi -III - rII III ICI III II { III��III-III � II� �,..,, •; ,� 4 i9'• ;+.' '...•: r a,,.�' 20! E-X%5TING 5ElNE'R LINE TO BF_ ABANDONED � I +•! '•. ,'o,�;• '.�"',. :� / / ,...' fir, -''' Q27' TYPICAL GRAVEL PARKING SECTION N.T.S. / • / V PM OR 3 NO05E riINIUr'1 G�> /I No. Revision/Issue Date 1 -1 /2" TOP COURSE 1 0 / / / / PORTION OF EXISTING 1 -1 /2" DENSE BINDER COURSE W ( WALL 70 BE REI-IOVED / _ v 4" COMPACTED NATIVE HARDENING Protect JOB# 09-022 Sheet N o' t NOTE; 09022SPL.dwg I III , I i i--I i i =-III I I I I I_ I I I--III_-III I I 11 I -NATIVE SUBGRADE Q� Q PROPERTY LINE INFORMATION TAKEN FROM EXISTING SITE PLAN FOR CAPE COD Dote FOUNDATION/TRUSTEES OF R. RUSHER ESTATE 12/15/2008. 02�20�2009 1 OF 1 I Scole �„=20' TYPICAL PAVEMENT SECTION N.T.S. LfU�� r I 200- AGE i 6 IA�Ea6 WATER SHUTOFF TIMOTHY J. BRADY P.E., P.L.S. PROPOSED GAL. REINF. CONC. CATCH BA51N lN C C.!. GRATE EL.-J6.Tt cX.'!t 7 �` lam- r ti/Il7F�'1. f1 1 Tl/ry t3rNe-, LINt= // Z SHUTOFF !O" NDPE PIPE (NANCOR NI-Q OR EO) VE 49,MN0k;NLp._. UPGRADE EX13TING WATER -SERVICE AND PROVIDE PROPOSED 6'x6' REINF. CONC. LEACH SPRINKLER l"JA NijS�O ( >Ci�/.�►� p .x�st"1t Z DATE P/T W1TN 2.5 STONE (TYP.) r� �hT=_ UP 43111 mAtj REMOVE SIDEWALK ��• GAR AGE EX`v�r16P�o AS REQUIRED -A OQQ Q � J LC.P-�,1 F 0-�� 2E5���G 30' � qd ,..-- St. WIDEN $ PAVE EXISTING O F ENTRY APRON PROPOSED SIGN AT EXIT East Cape Engineering, Inc. M E �L of >✓ "RIGNT TURN ONLY" �tE� E G +• TOM/NlDeIS Dr ay "b CIVIL ENGINEERS �gE PROPOSED INCi Exr� c AND PAVE FRA1 cram'Sr. xr# 1, >. INSTALL SEWER LINE LAND SURVEYORS U �tpE SI RACK EX�S PEE P) G GAS 18'MIN. BELOW WATER I 4 PR TE METED• ` LS 4 r44 Route 28, Orleans, Mass. � � r } SERVICE DR SLEEVE PROPOSED 20'X9' N� �o•'-�t�, ,� �, dv .d SEWER LINE WITH 8" PARKING SPACE (SEE F '; �, r 5OR35 OR 50440 PVC ((508) 255-71 20 GUY WIRE i' j r' (TYP.) T.OiBa� a�� SORa '�S TO /0' ON EITHER SIDE O TOTAL LOT AREA �/ `,% EL;r^✓'p:• :rdy r \ Yt S`. y i" ;,. o o ` ,� 0o OF CROSSING POINT pOG 5-V Q "2 flgl6l:' 6"J.P. 4 h \ f r ..> �r � l� 1►�'S� . SHUTOFF �� Ur ^ ,� t ,r•• ,�. ;a;r••,•; r. ',> PROPOSED-- UPGRADE EXl5TING WATER �� �•/ "a' 0 t •, ^ �. 3a SIGN --SERVICE AND PROVIDE PRINKLER`a� n ` e n.e' �1 G S !( J� STREET ".W �r (© / �\ t ~ O $� r C G"AIN t`�9 F+ / .� 4�f1 w �';. si` �� . .\ 'a, •♦'' ;� yt'G' .. a ;o , 6 w;•r.,. ��il�tc urn r ��,"' fig\ yi � ``fn j. � L11y �''�lj"1 '"" " I ,V) f �,.✓✓� r h �• + +� ¢ +3^��, PaYE ���� / / �(� �' '`� mac.E 0 ` INFO SIGN ;.: �y. f .o ' �,: ,, o�yP�L , '�� ' PROPOSED SITE PLAN IP 91 A�y�ir• P 1a t1GE B_NCNM4RK � �5y-�` } ',"�2E�S O g n; * 0 9 f 1� �� E d OTOP OF MARBLE BOUND �1 1I ITV r�IzdPas6D SEWER r pP ' fir+` A 5�p2 5`fit RE�S�(J o ELEVATION - 15.18' C J Q� � 1`� `F ce eallour rTrP.I pIP — �i (0 R O 1 \ t ;•\ T DER as t s A , G e A 1 T.O.F. �il5 E 1 UP 12P tt +' 1MP� v '��1 �'Q try F�G/"!IF+�' •�1� •15��(� � '� PROPOSED % 6 t n` , E RAI`IP '-r/�j�N. T1�1 t,•, :.,' �� T� OE�1�� PROPOSED PLL f'LO� �J�cR�-INCH l �t rr E�^ �0 51�� ADDITION `� G Vol haw LOCATION: r UQl .. .tL'�+•" �� R�0t) 1�3 .fir ,,o, PROPOSED p r' BICYCLE ` 9 RACK LNG ram, 111 OCEAN STREET •''' �`'`,.a•,• OPV J"11 " .i. r yLPtj y� i G PROPOSED 4'!D REINF, C�jS) S ���✓ GAS CONC. SEWER PIANNOLE HYANNIS, MA t ' 5ERVIC TYP.) �����iii IGK FlR PLACE, j CONNECT OUTLET TO EXISTING PIROF'OSED WATER SEWER LINE EXTENDING TO MAIN � - REFERENCE: Cc 4 SERVICE(`TYP,?. . f,•„ ;, ,•„ _ - VERIFY EXISTING PIPE ELEVATION 1� +, �\�._ ��.�.,�\ :r" "' C W 4 PROPOSED"ELECTRIC ~' r TO DETERMINE MANNOLE NEIGNT �Y - �j ✓�'�L�t�' CX Gr7r. MAP 326 REVISE EXISTING ENTRANCE ;.,:' r ' �' ,, ,,,., ALL ." o : ,- PRIOR TO INSTALLATION r PARCEL 045 AND INSTALL PAVEMENT FROM .5„r. :` ,`, 4 a ;• i ', i° 'SERVICE TYP�.- '' `.F Ff-?��i.-•?ATE f.�+C'�47'!O!d r7F` 1 l-TS`"�� EDGE OF OLD COLONY ROAD ;� — t a a tr4• �' / 0 rING raE'W£R LINE TO FIRST PARKING SPACE , + 'r✓:�d r,' ',�,`,, is rZ� •, .�- "'~ qr � ; !� - r PREPARED FOR a f ir.3F„. NF r f :,� r a �, .•ir .v S•.• j .Z REMOVE EXISTING -.�' ,,•• y`' + �'' i si'^ e• ✓ �� � ••• '�- 7 �.n, `1�}-T n +—+�+�.� - SIDEWALK A5 REQUIRED +. ;t �•%'Y ..r.• �;...,, •• . 'o 'y-'.• ..� '•'� ,2:3'. 22 �� Yril/` l t 1'��G l G/ �;1{• w „ CAPE COD FOUNDATION/ TRUSTEES OF R. RUSHER F3S1 IFTL W G\166F_ AMr-l"A ESTATE TO t'A j •! A— R 0 a�00 611/1 01? E 03 BUILDING C RELOCATION V a Z/ PORTION OF EXISTING REMOVE GARAGE 06/10/09 11 W i WALL TO BE REMOVED NOTE "A" PLAN SCALE 20 1„— ' p Y No. Revision/Issue Date o f j o � NOTE A: Fraject JOB# 09-022 sneer CIO U EXISTING GARAGE TO BE REMOVED. BUILDING "C" TO BE RELOCATED TO 09022SP1 .dwg THIS AREA AND REBUILT. TOP OF FOUNDATION PROPOSED AT 18.9't TO / BE CONFIRMED ON-SITE WITH BUILDER PRIOR TO CONSTRUCTION. Date _ 02/26/2009 1 OF 2 NOTE B: PROPERTY LINE INFORMATION TAKEN FROM EXISTING SITE PLAN Scale FOR CAPE COD FOUNDATION/TRUSTEES OF R. RUSHER ESTATE 12/15/2008. tvF 'f 00�A000 310 102 a®WATER SHUTOFF TIMOTHY J. BRADY P.E., P.L.S. #►D► -- ,!1C7,� CEEI f z1 PROPOSED GAL. REINF. CONC. ` CATCN BASIN C.I. GRATE EL.-I6.Tt ' r•.%� •.1 / `�� �� a v►171� SHUTOFF l0" HDPE PIPE (RANCOR W-O OR EO.) j UPGRADE EXISTING WATER SERVICE AND PROVIDE PROPOSED 6'x6' REINF. CONC. LEACH 5 � SPR/NKL�(fA�N��ti+may o ' c PIT WITH 2.5' STONE (TYP,) 1% 1�� '� PL� � & �+! DATE Pry / 19 ys I y���r► UP 43111 �� AJ Q� h�• GAR NGE y~= Ex+ �GA� AREMOVE S RED RED ALK ! A OUI�REi'1 01V p WIDEN PAVE EX/STING yP I� 2Np R F t ENTRY APRON o' a a En � PROPOSED SIGN AT EXIT 'R/GWr TURNEast Ca Engineering,ONLY" P 9 9, Inc. v EN'f .' � � EXI9TlrK Y ':.,,',�.; +'''j '• c� ^ -fOMINIMUMW/DT 14, I' ' . �}'' � CIVIL ENGINEERS EXIST. AND'PAVE FROM a sr. LAND SURVEYORS +DE LE r,�.tt SING G GAS ' TO BUILDING D. ��� �' ;? INSTALL SEWER LINE 4 #4 RACK G'1 AGE MET '$ �•*� 'X?;, l5i" ' 18"MIN. BELOW WATER SERVICE OR SLEEVE # 44 Route 28, Orleans, Mass. 4 PROPbSED 20X9 E NG ',�`t i SEWER LINE WITW 8' PAR (NG SPACE (yE O F. * J. ` y �,', ?i `'" SDR35 OR 504.40 PVC I (508) 255-7120 OGUY WIRE I (Tl'P.) T'°�0 A ` :.. �' - g TO lO' ON EITWER SIDE TOTAL LOT AREA � Or CROSSING POINT UP 376126 R I�lbl f �.F. !•. .• ;T: a PJPGPa9ED SHUTOFF ,0 j' ^ C✓+;z '!'; O 3a` r SIGN UPGRADE EXIST/NG WATER SERVICE AN D PROVIDE � •� , \ ••,�� � .,: ,e` a :.° � rY `\ Z ��. ` STREET SIGN SPRINKLER MAIN /� ' PL � �. rI J i �EQ °•O�t"r \1' P t4 fCI��C+V�J✓L�'.'►'�1 INFO SIGN " v `� '' Dr+srnG :A Pip p14. O t3G fot �`"v r y�a�: 19E REp P ' `'"5 �r. ��+P+� ,; PROPOSED SITE PLAN �X I5T1 t� "TEE a _ , SEWER ,�;o? �v� �t NG Er+ q ' ^`�/� /��' 1 4 (1 (L ytOt�'G c TOP OF MARBLE BOUND / \►_1�11l/ O� WKJl�1� j tIEANU/T 7T .) yf ��tPG e• +GJ t�ER ftt O I o ELEVATION) . 15.18' N�'P�1t� 0 Q I 1 trar1W.' Lb �►r�ln�,' G\ v _ a �^ T.O.F. UP I2P Q,�+n� �/►� c ry P ;� �Fo- ./^ rl(a n EL.�18.6' `� + �+ t I '{�1e� PROPOSED �E O e RArrP /�R�ItlC7 c 'r .� In -r ,��' •.� (0��\/E�+LT PROPOSED D ADDITION WP '�1J 'p tZOI,Y�L4�" LOCATION eE , 1 OCEAN STREET _ 11 tt �{� 1 PROPOSED 4/D REINF. rj �sAS , `t CONC. SEWER MANWOLE Z / • V ...T. •ti �r S ,ate. .� '' `. _.5 (SERvic .,�' -�'., G `$ HYANNIS, MA P-R�SE FIRIGE CONNECT OUTLET TO EXISTING SEWER LINE EXTENDING TO MAIN REFERENCE: r s, SERVlC VERIFY IX15TING PIPE ELEVATION J REw5E EXISTING ENTRANCE E Er t r C�tA TO DETERMINE MANHOLE WEIGWT L AND INSTALL PAVEMENT FROM ��,r y; ' LL •'s �'>'. �o' ;•✓ ,c1-PRfPO�E110E GT-P—), PRIOR TO INSTALLATION �/s' iJ MAP 326 EDGE OF OLD COLONY ROAD , - �, _ .'�'! G y _y 7 v i *JER.1�lCE (TYP)'. 'ti- _ � /IS��(�'� / TO FIRST PARKING SPACE r •' Y �.J/ �', r - `"'r•/` PARCEL 045 REMOVEEXI5TING I�•. "" ,:.' :.� � : a • •.� • ,✓ �2�.qa' PREPARED FOR: r,� SIDEWALK A5 REQUIRED ' _�` �`' �''''' ' o� t � '" n CAPE COD FOUNDATION/ •r! ;`' I — _ ' 1JG -6t TRUSTEES OF R. RUSHER � �%�� -- � ;"` — " �-- -_ -- — __ •��'Tl ekrtrn+e�.,w '�'D PVMA I� ESTATE R 0 ,Uri OF- 00po y 1, t3 BUILDING C RELOCATION �' r ! PORTION OF EXISTING WALL TO BE RE`IOVED REMOVE GARAGE 06/10/09 /I PLAN SCALE NOTE "A" No. Revision/Issue Date o W m f NOTE A: Project JOB# 09-022 Sheet J EXISTING GARAGE TO BE REMOVED. BUILDING "C" TO BE RELOCATED TO 09022SPl .dWg / THIS AREA AND REBUILT. TOP OF FOUNDATION PROPOSED AT 18.9'f TO BE CONFIRMED ON-SITE WITH BUILDER PRIOR TO CONSTRUCTION. Date 02/26/2009 NOTE B: I OF 2 PROPERTY LINE INFORMATION TAKEN FROM EXISTING SITE PLAN Scale FOR CAPE COD FOUNDATION/TRUSTEES OF R. RUSHER ESTATE 12/15/2008. NSF PP�ELP ------------ � Y 'foor Goo 3Ek6 10 WATER SHUTOFF TIMOTHY J. BRADY P.E., P.L.S. #101 PROPOSED l000 GAL. REINF. CONC. CATCH BASIN G.I. GRATE EL.-16.7t SHUTOFF 10' HOPE PIPE (RANCOR W-Q OR EQ.) °3': /117 d UPGRADE EXISTING WATER SERVICE AND PROVIDE PROPOSED REINF. GONG. LEACH i � SPRINKLER MAIN PlT WITH 2.5' S STONE (TYP.) (2 p� �� DATE... w aR`��, � .Z► bry R /iyg UP 43111 QL tq� / GAR i 15TI�G 8 REMOVE 51DEWALK NGE �(ILp1 I�GE "„ AS REQUIRED ,h rV p I �O WIDEN IfPAVE EXISTING Jpi �Q4t 'C !V. I�q y$' yp w D R a$a' ENTRY APRON �i w E E-� :x PROPOSED SIGN AT East Cape Engineering Inc. 1 �E ' r "RIGHT TURN ONLY i EXISTING DRIVEWAY 3 EPyE� PROPOSED ,, TO MUMWIDTHOF 14' - CIVIL ENGINEERS 4 �, v11DE BICYCLE P E G r�s ' O BUILar 'LLEAN sr v r , INSTALL SEXIER LINE LAND SURVEYORS 18"MIN. BELOW WATER Ya SERVICE OR SLEEVE U PROP05ED 20'Xgr % G IypT r # 44 Route 28, Orleans, Mass. t�4 PARKING SPACE (SEE F. > �/ SEWER LINE Wt7H 8 I (508) 255-7120 O r,. O• M w - 6 p�' S SDR35 5CH.40 PVC GUY WIRE j (TYP.) :: sl$Q gw ,t 4 4 w ' �iS� TO 10' ON EITHER SIDE (O/ N TOTAL LOT AREA OF CROSSING POINT ^C lgl6l± S.F UP 376/26 �. �. ' f SHUTOFF V © b PROPr�EGON UPGRADE'EXISTING WATER " SERVICE AND PROVIDE STREET SIGN µ m <' " ' :< t, SPRINKLER MAIN - 00 INFO SIGN EwismNG SHED or1� _0 TO UIL yQtS DE�GE C m �� /- PROPOSED SITE PLAN `V Pt / «.a IRdtD a h ? 5✓' G G �ap4P101� �It� �E� TOP OF MARBLE BOUND EAAWT F ,O aplP; 9.. Ey (p �/ ELEVATION = 15.18' �E O ® s j AU'�. T BE T.O.F.6 '? g - UP 12P ry � �G p ..r. O. 1 PROPOSED �J vILQ (/J� Q RAMP - 3 : m A p �° o�E�iL PROPOSED RQ 00 '3 PR�osED ADDITION lµl>y� LOCATION: `S a * u Pa F BICYCLE RETP p y� RACK III OCEAN STREET - PROPOSED 4"ID REINF. x SI�OPOSED GAS , CONC. SEWER MANHOLE HYANNI MA SERVICE (TYP.) ! ? T S� f ; PROPO T �l-BRI E CONNECT OUTLET TO EXISTING SED W {�Q c} g t SERVIG�(TYT'. EWER LINE EXTENDING TO MAIN ' - VERIFY EXISTING PIPE ELEVATION rr REFERENCE: d TO DETERMINE MANHOLE HEIGHT REVISE EXISTING ENTRANCEF Vvc�yqL` o o` alct 'RSPOEC�'ELEGTRICp PRIOR TO INSTALLATION MAP 326 AND/NSrALL PAVEMENT FRQ^1 ., / -SERVICE r EDGE OF OLD COLONY ROAD GaE 1 �' i a . - ,TIy, I tr PARCEL 045 rO FlR5T PARKING SPACE `�C - o,; 8.i" ,,.-" ,,,,.� -^ a-' e' <ffI SI REMOVE IW577NG � ,.- d - �.. ��.�q - PREPARED FOR:DONALK A5 REIXIIRED .. '. �o 3 y . CAPE COD FOUNDATION/ TRUSTEES OF R. RUSHER `�� a�••'' �,,� ' �,, -- ESTATE 130? W � Np,R GE 6 � Lop P BUILDING C RELOCATION I PORTION OF EXISTING WALL TO BE REMOVED 1 REMOVE GARAGE 06/10/09 ' PLAN SCALE NOTE "A" N T 1"=20' o" No. Revision/Issue Date � I NOTE A• Project Sheet Joe# 09-022 lJi EXISTING GARAGE TO BE REMOVED. BUILDING "C" TO BE RELOCATED TO 09022SP1,dWg THIS AREA AND REBUILT. TOP OF FOUNDATION PROPOSED AT 18.9'f TO / BE CONFIRMED ON—SITE WITH BUILDER PRIOR TO CONSTRUCTION. Date NOTE B: 02/26/2009 1 OF 2 PROPERTY LINE INFORMATION TAKEN FROM EXISTING SITE PLAN Scale FOR CAPE COD FOUNDATION/TRUSTEES OF R. RUSHER ESTATE 12/15/2008. cd GAR MBUIL DING �R ENGE \ LL z � WN LAG POLE � 0 / > OWE-, W GARAGE: / \ \ O w v ST 0 RAG E 30 '�'S�RUCE \ �� Z a� O i GU Y WIRE TITLE: UP 376/ )6 Q l / �© SH PROPOSED BUIL ING C. b / GOTTA E 1 SITE PLAN ova 0 S TREE T SIGN �\ ! / SHED MAP & PARCEL: 326-045 CD o INFN SIGN v, r GRA VEL DRIVE // L- N CU x z BUILDING A: �, - \. PROPOSED BIKE_RAGKS_. __ X - _- -- - _c-rn"a f \ l \ 19161 F, FOR±25 BIKES 6+ ' RUSHER DENCE ; � � o � � o r \ CL co co V G 15, M �' oo 3 BUILDING D - \\ STAFF SING OPOSED ADDITION •• E 0 6 U PROPOSED RAMP jn BRICK FIREPLACE N z Cl' ' 40 / \ \ © ( GRA EL DRIVE W/ 1� PA KING SPA ES 261 FRUIT TREE 1 , r e —j ��NG cn W (AN 3 MARE ADD'L SPS E SHWN D SHED 10 loll CN / "J.S o SITE PLAN Date: 1/26/2008 Sheet: PROB05EU MPSTLR WITH 6'-0"FENCE N M BAS SITE PLAN OR 111 OCEAN STREET BY: LE EYING INC.