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HomeMy WebLinkAbout0141 SCHOOL STREET - PLANS (2) , ., : : ] , ( TOWN OF BARNSTABLE THE . WALHOFMA H ETT FERRY TERMINAL RECONSTRUCTION T pm 1w. FISCAL SST TOTAL STALE FEm w pfm m yE�1R NQ SF#ETS HIGWAY DEPARTMENT - MASS. FBD-000S (003) 1995 1 46 TITLE SHEET & INDEX . NANTU KETWOODS HOLEI ' MA.RTHA'S , THE 1988 SPECIFICATIONS, THE 1991 SUPPLEMENTAL SPECIFICATIONS STEAMSHIP AUTHORITY,., ,• ` DATED AUGUST 7th 1991, THE 1977 CONSTRUCTION STANDARDS, THE ., 1988 "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS ", THE 1990 " STANDARD DRAWINGS FOR SINGS AND FSITEMARINE'*.,�, "T.E. RMINAL FA ILITIE SUPPORTS " AND THE AMERiCAN 11 ,�RD FOR NURSERY STOCKRE NSTRU TI N & ( ANSI Z - 60.1 1986 ) , AN�ALL AMENDMENTS' WILL GOVERN. t - r f IN THE TOWN OF AR TA BARNSTABLE COUNTY INDEX . FEDERAL AID PROJECT NO. SHEET NO. DESCRIPTION FBDm OOOS (003 1 TITLE SHEET AND INDEX ' 2 EXISTING CONDITIONS ' I PROPOSED CONDITIONS F 4 GRADING AND DRAINAGE 5 CURB-TIE PLAN 6 PHASING PLAN 7 DEMOU11ON PLAN 8 UTILITY PLAN \ 9 SITE ELECTRICAL PLAN Za J 10 PAVEMENT DETAILS % 11 MISCELLANOUS DETAILS 00 12 TRANSFER BRIDGE do SHORE POWER DETAILS �� ►�/ ; ` 13 PARKING ENTRANCE do EXIT CONTROL DETAILS 14 LANDSCAPE PLANS - 15 LANDSCAPE PLANS 16 LANDSCAPE PLANS 17 LANDSCAPE PLANS 18 PROPOSED PIER LAYOUT & ELECTRICAL C L PLAN 19 DREDGING/RIPRAP PLAN 20 DREDGE PROFILES �U..TttUR i �� _. 21 CONCRETE HEAD DOLPHIN, APPROACH DOLPHIN, PIER DOLPHIN, OUT STR ET .._ CONCRETE PER BERTHING PI P�E� ILE CAP CAP �•A� PLAN 22 23 CONCRETE DOLPHIN REINFORCING DETAILS 24 BERTHING CAP REINFORCING DETAILS 25 BRIDGE ABUTMENT/SUPPORT CAPS 26 CONCRETE PILE CAP NO. 1 & 2 27 CONCRETE PILE CAP NO. 3 do 4 DETAILS \ 28 CONCRETE PILE CAP NO. 5 - 11 DETAILS I / 29 CONCRETE PILE CAP/MISCELLANEOUS DETAILS IQn ,p y� 30 CONCRETE PIER-DECK PLANK PLAN 31 CONCRETE PIER-DECK DRAINAGE/FINISH ELEVATION PLAN 32 CONCRTET PIER - STAIR DETAILS ' 1�c�1 Op 33 WALL/STAIRS DETAIL {, 34 FINISHED DECK/FENDER LOCATION PLAN s 35 CONCRETE PIER - DECK/CURB DETAILS \ ` 36 FENbER FRAME FABRICATION DETAILS 37 Ft,JDER FRAME ASSEMBLY DETAILS 38 TIMBER PIER - PILE/PILE CAP PLAN 39 TIMBER PIER - STRINGER PLAN PROJECT LOCATION 40 TIMBER PIER - DECK PLANMASS41 TIMBER PIER - SCREEN DETAILS Y 42 TRANSFER BRIDGE rHIGHWA 43 EXISTING CONDITIONS 44 TRANSFER BRIDGE - SHEAVE SUPPORT/CATWALK DETAILS 45 TRANSFER BRIDGE - BRIDGE ASSEMBLY 46 TRANSFER BRIDGE -- BRIDGE DETAILS jj MASSACHUSETTS Le T1TI,S' BG� HIGHWAY DEP`ARTMF-NT� CONVENTIONAL SIGNS' RECOMMENDED FOR APPROVAL. ' i COUNTY, CITY, OR TOWN BOUNDARY SCALE w _ 1/4 0 1/2 1 MILES COUNTY CITY OR TOWN SIDE LINE —.__— -- CHIEF ENGINEER DATE - FENCE LINE - - TYPE — ; 1000 0 1000 2000 3000 4000 50000 FEET s4 `N APPROVED 74 BASE LINE OR SURVEY LINE -------------------{�----- av1L � N 57'18'41" E 59.57' Na � RIGHT OF WAY LINE -——————————— - MHD COMMISSIONER DATE CULVERT ! PROPOSED SURFACE I i ll• 1 EXISTING SURFACE t - l DATUM �` IJ DEPARTMENT OF TRANSPORTATION � w N �i FEDERAL HIGHWAY ADMINISTRATION W_ o6 Of ELEVATIONS — a• CD C a• 74+00 E A R T H T E C H APPROVED: POLE �- Ns DIVISION ADMINISTRATOR DATE ASSOCIATE COMMISSIONERS DATE 6071TITL 12-20 94 n /' . 1 . . . . . . . 1. I . ' . Y - - - .. TOWN OF BARNSTABLE • a . FERRY TERMINAL RECONSTRUCTION PUB. RD. STATE FEU. ND PROD. NO. FISCAL SHEET TOTAL 1 .\ \ , OIV. NO. YEAR NO. SHEETS I \ - MASS. FBD-OOS(003) 1.995 2 46 \� - . EXISTING CONDITIONS \ � , . ' , `:�Or!l/S 1NdrinfJ ;�'bal - :- \ \ j . NOTES ---• Approximate .Line of Existing. Deadman - \ - 1. UNDERGROUND UTILITIES ARE FROM THE BEST AVAILABLE with Tie ads to Exist. Bu;khead . . Exact Locc,. on of Deadman and Tie--Rods„ ,. RECORD INFORMATION AND ARE NOT GUARANTEED. -;��lr I to be Determined and Protected .by- Contractor 2. ELEVATIONS ARE BASED ON N.G.V.D.-1929 DATUM t _Sgpr 1 I/- L"ew/s.Bop 4oId//na F/oats 3. HORIZONTAL CONTROL IS BASED ON ARMY CORPS OF ENGINEERS (MASS. STATE PLANE) 4. EXISTING CONDITIONS SHOWN BASED ON AERIAL PHOTOGRAPHY BY COL-EAST, INC. -a ' DATED APRIL 13, 1992 WITH FIELD EDITS BY EARTH TECH, OCT 1992 �' ... AU%�ti /// 5. PROPERTY LINES SHOWN ARE FROM HOLMES & MCGRATH INC. PLAN DATED MARCH 30, 1993 _110' 1 — -- -�--. - REVISED THROUGH JANUARY 11, 1994 AND BOULEY BROTHERS INC. PLAN OF LAND I __ _� _ _ _---�-----;--'--- � DATED JAN. 24, 19 92 - `� _- . ' ,' • V - ti�.5ign LIMITS OF WORK FOR CONSTRUCTION ACTIVITIES / I _-�.� - \ ; I / BY OTHERS UNDER SEPERATE CONTRACT (G.L. CH.149) , i •f h I / /. / i. . . r' ';�0 I ; �� -�`�L, i , LEGEND • - �. �,- - ,, i 1 \ _,_. 1 / l f _I I v t � y � \ .. 1 I \ \. � ��_:�~ --- -L� \ , . c CATCH BASIN PROPERTY . -_ - - _ \ _ / I f . i r- \ _ I -4 - _ _ ! \e�'� .�r �� I i 1 . \ i n ) f'o N Groin `z+. I / - I p LEACHING CATCH BASIN --- OTHER PROPERTY rSiy�,l) 5 y7�.. # { -- = -. _ �._ .. -E l--- Spy �\ G Ri/e r 5j 4 p I % 5�9 j I �� 11 ♦ W_ \ \ % \ . � � . I I C Rim S�fJ e w STONE BOUND -_--_o..h' wire-- OVERHEAD WIRES Ill `.I 12" >� - ----� �--- .s,�H _ d �;, l p PULL B0 w YF E}2f� +#t; t c ty --3 _ _--- -U�'1_---__- - - - - — OWN N09 7 1 6"W . ___ :,_•,_ I I +- -�-f -- r -. - ��__ �_-__ - -- __�_-•E-6 - - 4... 0�00 elion 1+OOS 2+ 0S �� _ _ .WATER -- l/ a -._. --- - - 1 umo ,5't �.. ' o , i 1 s ;3 ______� .___ STORM DRAIN ;,y, �� ,' I i ,,;;_ _ ,"I I r. i i ' f k d 0. 7 C�' 8 \ 1�. x SPOT ELE V �- - I , 1 \ .� o __ *_- I i \ i __,r .�, ,, h f I _ I 9 / / \ - --�----- --�-= ° o— ---�- �° q - PAVEMENT MARKING -I------- ---- ELECTRIC y"- jam. ! �i�l 1 I r 1 ��`` ` ,' I 1. j Ov= / ,�/f / I f. ,-Bumpers Tyo• I , .� �_u�_ I x26'. r I r 1 f: I. I F - / X �, � . , _ t`� ; {, r� £�aTne\k'a%nth / C J �,Y o, • . --= s GUARD RAIL - ----- GAS . /� %+ I I I !Cwis Boy M.o%. 0 / h 5lO O/7f/ I . ANGLE=104'55'36" C ' � I~. / . ° ! ( gesturonf 4' ,twiino, hl. 7 , I a 4 /1 o o o I•f >'t '/ i t ! I ,:Iu ;?�ii w v ! ; �I• �i 57 ' i j ; yY STREET LIGHT ---- - --- + I I bit. /'acing ' + .r 6"Jroin TELEPHONE + - \ �' r I� ! i I ; ! GrUSs { Q � t! r 9 X J I > ------- - _ - , ! 1 i SANITARY SEWER -� ` '' CHAIN LINK FENCE Y I + , ' Grovrn; /aria ??,3 - �I V, . q , - - �ravr X I 1 �.-- • - \� ,�'ir77 ,5:aG - , �' G'L f I J'� " X y UTILITY POLE E Y r \_t) \c ,• x /. • orW�t�q o { �. '�_ I -'rlv ,'.,9 TP -o- / - - / ! i I + ,t\�. C1 0' .91J%ai/7,; r,W?0UI/!W I I I , /� i` c�� - i d� 7� 1. 1 I I I I r\ V� �„`\• 3•- �L_._ `� —\ � A ' Ili / - - ' "` / \ , . 1 I f , �1C,8•?'t �„ , .I .- -- — __ _ /kI' // /I! j/O ` t f ' r a �` �' (- _ .. �' t �' I� i � .s caf t - . � �1�i� �. cat cif Eli il1 (_ - � _ / / i I- , , " /� ,fi,1 R 1• - L\L0,3.2 c p,• , •� �, / . . . I e / �,C ��'36 _ _ _- =-= _.. >�-- - -= r-- -- - _______ �z:8 - _ _ _ . — - - Federal e Y° 1 1- ra t i�� Basin� a r� c:� � �� ��� �� �� t..� � �� �_. �"� �� rl���.1 d � ...emu _ _-�" ;y...--- ,iM , I �r� ! I I I y I - _ - __ 6 .c. C x __.�-- - _-e= --_ -- �\ o I I 11 , _Tr - - J Do ,� e , - j v I � i '� I � � I"� _ _ f �� `. T�- -'�-�- ��(� O I� �1 I Y t: i 1 d Depth 1 i L �'��� . I . � . 1I', - _.._� - . I • fir,. ANGLE�76'18J30"I > I ��' - SM� off: �d 5/'P _� .. £ I o1 i'Yoriinq 0 � � -`' !: A act , ovi',g � a + l L'B�Iln �!�`� F�� ��; jr�. 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Water �fne I I ` i/ 1/'i''//j� i ;//I 1 ' I / - - �i/l � � AGE' , %ny-az `:�� �- �B.. • G,g-Z — - `�J! t.` I. j I I l_ / / �, /,/l�/ ' ! �� N,� Bi! Pvving � ., �J sir �' �,.� _��.�11 CURVE RADIOS LENGTH Z +-�� !1 'I I I j �it'!l- /�C' �' �1.<_1 ('�,) i i . U' . o - - \ � - `� _• :`- fiQ �l P.C. STA = 2+28.06A I . 7. r, ? ' 4� i I I__� I. r� ��ryc:; � ,I / 4 cD �;, g Y _ 4-_.-_ --� - _ � . . . / - A-1 12 157.86' IY �, ; I 1 -, i 1 x cD �, Grover Area _ ,Z Y B -� _� oo -i I I' %;f'�l' Cross Area I : �, ?�'� I f,� _ -N .? - 90 1 `'' y ' i -:nI- .-09 P.T. STA = 3+85.92A / _ 7 ))X X!` 1G.��.. ��c. e „1\ X '�i4h• J - __,__---- \ .` `` (t `�j `'�.-7 -S)i' 9 . _ , 34`16 .� '� - (j f- o� i -r P.C, STA - 4+90.20A BENCHMARK PK NAIL`;= I' ;i . x y �� :' I (���. _ ^� i - i� � ,/ , °' y _ ?c. ; \ x• m I - ; 1 - ` r _� skr L? 20'D / age EosPmen .� � , �. �/Q �'PQ, '/� /''f k A-2 1 d0' 7.94' +r SET IN BACKSIDE OF ` I r'; x Il , -' = %: } y n _ _�-._- r / -�<�,f -"o h �`'`•�_� / , v . a0 v i9 ! ! ' �_y1�_' _� - ! X. o - 1, 10 \ lien? '' _ ' P.T. STA = 4+9 14A p UTILITY POLE 522222229 1 -1 + I , \-- - I -- -- - r r-�/ % q, ,: �----� -' ` P� �� -��� k,s. - i I - %°,-a / 1 �, y x�, V I �,. �.�'� E/ec ,G/eler Shed f'B r 8. N ELEVATION 20.37 l �` j � I dir , r✓ e , o, 1 t - / � yam' I � I IL _.>�..�_._.._ 1- --r"i '_ --'"` '_` �G'uorrlrai/ /49 1 ` f �y _ ' 1 . �/ it It Z 7 !- _, L I `: , \..i�� k I ._ — L �; w X !4 M. __" _. .��_ erg 7 _� , - _ - �-- - Rim 5.74 t �(j� ;)_ �"o R _£�; r ' -�-,.'�r_. I %V (I // �-'�`,Q�>.�t�!i �...__ --A Az;�Lr` .-_ ��•� I ; � N \- , - �•- 0 LIMIT- .__'-- .-� , J L� _.mob .�i .! /., _ -,/`rf ,7/ 41 h^.`_.�-_.f".•fit, Of.. i ' I \ f' I II `%, y a'I % \ - - �'' !_ ! !t' '� -�" THE P_t�lD __._ -a,� +! -- - / a';. k l J + I I f !!� ?� ssA _d j � t , ` ! iri , rh � _ DEVITAT RING.AREA ____�__ �. cB 4 / I`o . �F• -') �'�`�l,! i�' `J ''� I ! 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Q . t kl f� r / I i to \T I � + �� / e f/Ir %,r. •/ cr i 1 Z ' �- ``� '- i F w Gr, /'' S - 1�� 1 ti ; � Ij', s/ _ is ''; frog• , ^ J �', 1 ` 1 ' + 1 _, - �-_ 3 park � Z ` I j r VI ^ J � �\ \ \ ./ N� ., ° r,;��1l .41f ' x I tT1 I I i i _ - t ����0 ,� � � ANGLE=91.46'18" JAI IT OF PROPOSED TATION . a- . �� �Y r r 1 `" \ L V1y -�f 7 Grave:' ,4rea I � -+ 1 lc, [f 1 rn,_I < . �' .,: . X 1� 1 CONTROL FOR DEWAT ING TY OVERI-i,EAD UTILITY IRES ! _ ! y -� � ( 1 Ld �' ! 0( , �\ `� \'\ \ ! f( , r_ _ r - rr 2 I ' , I ` ' t t�• r7 rer u ' d� I It SE Et T N _OT 1 c`o� r ,%",;?;,L,� � / . + 1 1 I , '� t 1 t\ i t -k r,�1 \` 1% , \ ! j 1 St I"T �, 00 6 2 7 z/ % 1 I- O' \ I I � \ \ =\ ', \ i I' ! lJJ \ -JI , 6? 'l '. t y\ / - �� '7. , Y '� - i 6 r�S,U1C/ Siy'n� •I 1 1 - -- - _.. _._ . 0 1 `/' �,,,�c� "`- _ X—/ x :ro/i. r: 1 I �l 4.5 59'49" W I 489 __>. - X _- -- 236.33 �tS ____ - _ LIZ i 4 I {{ 11 \ \ \�`\ \1\ �'�` - ! j \ _ i 1 ;` 1 !�pb _- ;6 4'. N 0 T 5 9'45"W 1 ___ - �!,?x ro 4 7. -- ---_._....�_,- --� f -_'---1 I I �- I r l; \ � �' %r� �� r G� ><I A I ' 9, —z w w� lY� — o �� °�' p 1. 3' 1 I I `' \ \ '' - ` t I I - __- _ 16 7 ? :2"�y------f p p t tf 0., 59 45 3 7.?_6' I j rn rn rn ;��F \ \ I + - i Q , - N y --- t; _4 �'7 B k r d o 8'r ',4�5" W a) I I I \ ti , , \ —='� -- T .___.._ -- l Rr -------_.- _ _ / O N N N L.\ r � S/9/�\\ \\` \\\'\`\ ` 1/ t J ` X ` � ••-r_:�`_�_; S �__ __ 1__ _ . I +``_�, ( � -- 1 v Cj �9- — ___ --�-­ �`_� O_ -_1�z /I (. . iL_,- - I I- . I . 1 t - / �2,_', - ----, 7 _0�ye -1 1 �) / v / �/ / r /� �`' _ j - 6 / �/ �_ i �! M lA 6�ox - // Jot_ -, I , / AN 0 \ I I ,�` C PLE- ___ — --� fir, 1 . 7, &I a- I I "•5'----_--_:_ —_+--,,"sF-___-.)i/ .. 8. i i I 0 //// %/ 1 _ / .e'VO \'u -' z uj 0 ' _ - � ,\ / / .. , � / ' , .� i5.r 1 �/ .-� +�/,// t/: ' °�sS,WlA1.'E ��''�� �- q � = J J - - _=_ -- 1/4" / 16.6 ' 11 .1 . I .1 . 1 I. " sorter's S )c 11 ri9r' \ , \ \ 1� 0, STATION 5+96.88 BASELINE A ___A, \ . . ra � F-- m - -- 1 \ - t STATION 0+11.85 BASELINE B _., G- - 1 _ )+ ^� Ci�W+>Co ,�/ STA: 1+64.33B 1 ._---t-- . lJ' �,/ N 6 .' _ I / ' • l ' .. N07-59'45'"W I \ 1 =40 . 5, m ) / I "` . / , m r� I _,.+16 a 1 * W 236 33�'�' ./ .. \ II • .• 164. 0 20 40 80 v 1 1 \ / 0.08 - . m v a) � . . HUB TACK . a) > . . T c o SCALE IN FEE 3 U t- - • L a DETAIL ' >'r " �.� 0 U Q NOT TO SCALE1. . 66171 SNEW.DYdC e8_g5 TOWN OF BARNSTABLE FERRY TERMINAL RECONSTRUCTION PLNL P' STATE FED. ND PROD. NO. FISCAL SHEET 70TAL \ , INV. NO. HEAR N0. SHEETS MASS. FBD-OOS(003) 1995 3 46 PROPOSED CONDITIONS t , r-- Approximate Line of Existing DeorJrrion � ( with Tie---Rods to exist Bu!knead fExact Loco!on of Deodman and Tie--Rods j to be Determined and Protected by ContractorLEGEND: - PROPOSED PUBLIC PARKING j (2)HANDICAP SPACES PROPOSED BOLLARDS (3)CID ' r- �� / 10 PROPOSED -- { HTL. MHW AND MLW FOLLOW EXISTING BULKHEAD �---�� 7 _E6 DOUBLE STREET LIGHT i PROPOSED SINGLE STREET LIGHT LIMITS OF WORK FOR CONSTRUCTION ACTIVITIES .. � BY OTHERS UNDER SEPERATE CONTRACT (G.L. CH.149) PROPOSED STREET LIGHTS (BY OTHERS) / / PROPOSED STREET LIGHT LANTERN TYPE) PROPOSED FIRE ALARM PULL STATION PROPOSED HANDICAPPED PARKING ' PROPERTY LINE • I PROPOSED PAVEMENT MAR. - _ +� .. _ -.- Y r..- _ •.._ss.vq/.t.-.-1.""._. If ..._ .?„_.../-� .,._ '"_._- _ _.x---•-9'X'-c--f -. _ -X -__-�y- —'_ �QX --.___ -_____. "-+---_�""-_��5�`i-^;Y J j ED KIN ' H ° —e --e PROPOSED ORNAMENTAL I--a-- -,.. __ :. -_ -_ D.-- ;_ __- ____.._ Y_°� •,� -- - _ f % — PROPOSED FUSION CO ED CHAIN LINK FENCE il(_.r. ! (mil /fG�� , 4 �_ o i` PROPOSED WOODE STOCKADE FENCE - - ---- - -— �_� PROPOSEp' ,. / - t /� � � n\ .3 t..=` -- — --- .----c--- --' 'ocirs_. - — ----.�o— ' I '..+t D, D 5' BIT. CONC. CHAIN LIKK'' 1 N.I.C. NOT IN CONTR T j;' l I I Y .'r, SET 0.5' FROM Z _ ` _ `• I ;i• ; ; � ,� /I o A PROPOSED PRIMARY SLIP NOTES: • Pf'ZOPOSED PROPOSED LIGHT ( �) .7-r ,j v f 6' FUSION-COATED 'uv,�jr� SEE LEGEND FOR E ( i 5 Jrain i - + ;< � ��, •1 e� % ROPOSED STREET LIGHTS (BY OTHERS) 1' s 1 / i 1 , ELEVATIONS ARE BASE ON NGVD 1929. i + CHMN-•LINK FENCE RELOCAT - TILITY.. . R , i 1 i ; � � � - I' ; S� 0.51, FROM- - --.-.._ ________ ____.- PROPOSED CONCH v t �+ • • _ ^ /� i 2: ALL CURBING TO BE GRANITE CURB AS SHOWN ON DETAILS POLE ( iS)TtiERS`) r, i( 4 , ti P __ =-� ' ro i ;- PROPOSED CONCRETE WALK RETAINING Y�fALL ' 3. FOR. LIMIT OF WOR ' AND PHASING SEE SH. N0. 6 FRbPPkD REMOVABLE SEE DETAIL SHEET N0.1 Q . %• ; : , i / c s rye. PAVEMENT MARKIN S LABELED BWLL ARE TO BE PROP. ORNAMENTAL FENCE �+f/, I 1 �.( �' ) _ 10' IN LENGTHrTH 20' SPACE BETWEEN MARKINGS r / ,�' � I � fi0 �_ 1 r I I __._ T ",� V _ 1(BY OTHERS) - ._ � /; ER -' C� � s , 'A j ,I �~ Li rz��� f t my c) n ;i�1c� i Y i I , Fc_ c�e al '1 ter i Basin and �'� Sri ati0r �� ii rInel PROP. WHEEL- TOP TYP i .� N r R - �-- ---- — -6 X _ �•. "' - -- �'�'�h;\ - _ J- °.�--: _ A O I, M a i n t o i n ��d D�i� t� i � � `�? c� 1 � . L�. �ti . �i SEE DETAIL SHEET N� 11 - ! 4 -�8 - � � � t PROPOSED TRUCK STAGING AREA 4 0 `= 1 t /� o PROPOSED 190 LF OF " ;.1 / �. � r n — wa? . .-2r8 .� 12"SWL (TfP) ' S RIP RAP SLOPE , o /, Iv' I l`" IM i.' (12 SPACES) _�0 + - rl ---- t � LL % B� 7 4 1 �'111L/�' PROP. LLARD P. - _ _ �"�,. 4 .t � PROPOSED DRY HYDRANT j i i R! ! f .c'. S ' PROP FIRE LARM PULL ST TIO. e -eo _ C' q p <c� X` ( !.-_.�. RELOCATED UTI 1 x; - = iA„ N, a .-i ' 1 �- r�7 - _ __- R POLE (BY OTH R5 �,i I `�� -► ,- �-= = r , PR_ (55 ) ___� _ • , r' � �J L1 -1 �►-- -- . - -�-�� ��__•.x g `�' �'(�`r'i, �� "a iI " � _ ,L�, Z P ,�lQ d OSED GUARD AIL I ` - V 13' -4_ PROP SAD UTO STAGING AREA > PROPOSED 5' - _ _ 1 •ice. p� ' r � � � -T 1 BIT. CONC. SIDS WAL 1 , j ! '- _ �_ 1 n.` �i/� 6.4 i i f i POSED GUARD RAIL 35' 11 4� TYP. - i /`ro,�nv c . i � G_ ,� -� � • ,i ! 7 � __ •'\ --�� � . - f II i � I1� �-- I'yr') ,�y''' �1{'Qrf bolPR POISED HYDRAN�i` �po, l t i PROPO ED BICYCLE �i'OAG ;; �� r_ _ PROPOSED PLANTER PROP. ORNAMENTAL FENC� I � I G,'Js� q ;•, / "4.5' ' 1 SWL '�""� � � "ram �; �_ - - (BY OTHERS ��' v 4i r� I I I I I �+ AvaK- Ground 7 ) j ✓? ' ,y ~ ' rYd S.fK .k`� \ max' f �91 �' Pafvbie rYater ine ./, `' Lam. SED FIRE ALARM PULL STATION o r� ( jf i ( __./ ' i �111�f EXISTING WHOLLY TREE ,� B/. uing , P PATER - _ ero ` ) i - ' Ive%si? i� % �/- TO SAVED �,, _� _ �. Z 1Gra✓E.',, �` ` ' ' l,• / K?vs.s 4,/&a :. 4 I 1 - Q al, - °° i .i ,X it '� �, -Q �, PROP. BA 4ER GATE i _� e� s QE C PRO H _Cn'P X I c� PROP. TICKET 'WPENSER 22' TYP i 7�� �' LO PROPOSED 6 WCSO9E1�! ST E ; '� 1 _ �� _ _ _ x �. ;l 1 \ FENCF�'F P EXISTN( }4 �'�,ll - , �, .J� -- N " • I 1 J/t C././YE' l 0 i U 3 Q \ l G17nQWUy 1 \ fi iS -1 } / l 1 7 /' 4 y = I }t `i t, p`� a``�J7` J' -{)-- PROP0SED 5' -- N 1 0 D BIT. GOPC: SIDEWALK Q PRO P. ACCESS READER \ }j _ i J t0h PROP. BARRIER GATE \ \ Rm 4a Q C i %%✓.A. Y \T , -�\\ ) l 1 l sr ;` �� X O + \ !rrv. O,? - Oi CL 2 t� 3 ✓ ROPOSED PR ?POSED ¢B (TYP)✓ a T( � co 0LW - ! \ ''y �,1 l �� ( t 1 1 r� —t l e x - 17_, dDfe�/ t t j i �I ! f - I a i QFJ Q co e • -A. _ ing QD -p i I �. 7 / Co 1 v� t;r, vie r I x \ r q i� O ;\- ---�= t i t.'dye r11p -i c�'., 1 N 70 Ise \ 1 a- 1 1 V , \ Parr b(? l ( v PRO 3 Y t y POSED PARK LOT 8 RELOCATED UT CITY �: r., o rT/' _9.> (1.16)9'x 18' SPACES + 6 ( ) �� ! ;rave;' ,4rea I �? SWSL DICAPs;SPACES POLE BY OTI ERS M1� Z I • 0`JERI-iFAG UT{ J p rL/ I i - I� r, , , , r ( ( f/ ail _--i`.SY /_ j _L2"' - G E 02 2 7 - �_- hv1 E N f�� r � ___:/ fUK 9 P t ! \ ! ��1 i o gel,, c -� � a t 1 N 81'59'49" W o /( 1 r �jSMfz S'i4J7 I \ '� - 6+ , • roil �11� �. 4.5?, z x - i1, 236.33'X' - _- f y , `� �✓ .}�. x i i � �4.33' >- NC�7"59,45'W\ - fJ ,, - - 41 Z_•,W WG _�_:� - --- _2— ___ " '- L �` �'� 7,59'45 25' rn rn Cr) �� '� , - `l - - - , - - N}6 __ 2 �-- ----- ___ --- .�-- _l_.. _ - -- — in � �g �� } X PROP. T[�''L-CPT , 1'�''£ -ON N N y r% i t C - " -- - T PAIN AT_ - EXIST. CONCRETE WALL ! PROP" ELESCO G GATE B" o I I I ,�'_,- ;;;' - '' `, \fix—r'_ % - _ . _ _ /`Q� �- - x- _ -= PROP�,IEL PING �/� ' ` �, I TO 8E REMOVED ~ • \ _ - _ Q J/ �' ....._U�{ cr j- i PROPOSED 6' 6 - - P - -- CHAIN LINK FENCE - T z , / ROPbGA Yi' 11� RELOCATED UTILITY POLE (BY OTHERS ) BINOZ , rPL CIVIL a RE� ED LITY PO HERS) 32629 G i / 1 No H /, xlZ J LLIJ O - -_ ! /!�� L ' CAUTION �•/ ��� = J J ,, 1--- ✓ - it _ r%1'1 :?arfer's M,__�� �Og�'•h II � A ONAI '1 HATCHED AREA REPRESENTS PROPOSED 5 ' / I APPROX. LIMIT OF EXISTING f BIT. CONC. SIDEWALK SEPTIC DRAINFIELD f :.----�----�PROPOSED DO NOT DISTURB \ 1"=40 >, ��' 1 /j% 6' FUSION-COATED CHAIN LINK FENCE 2.5 OF FACE OF CURB r J / j f ' Ou i 0 20 40 80 Y o' SCALE IN FEET c is 3 U 0 U Q TOWN OF BARNSTABLE FERRY TERMINAL RECONSTRUCTION DIV. NO. STATE FED. AID PROd N0. FISCAL SHEET TOTAL YEAR NO. SHEETS - MASS. FBD-OOS(003) 1995 4 46 GRADING & DRAINAGE --- Approximate Line of Existing Jeudman V� witfr Tie--Rods to Exist. Bu'knead 1 Exact Location of Deadrnan and Tie-Rods �'at,oX to be Dete/rnined and Orotecte'd by Contractor -wis goy .var1 v F,bats I i L ai ` - STRUCTURE ELEVATIONS STRUCTURE ELEVATIONS STRUCTURE ELEVATIONS ___--_�_-_;__.-.__._....__._____. ___ ___-______ .�-_ � --_ -I CB#1 RIM = 14.90 CB#11 RIM = 9.00 DMH#1 RIM = 9.57 INV. North & West)11.89 PROVIDE INV.(IN) = 4.83 INV.(IN) = 4.60 INV. To CB #2)12.39 ONHOUTLET INV.(OUT) = 5.32 (OF) INV.(OUT) = 4.35 LIMITS OF WORK FOR CONSTRUCTION ACTIVITIES ` CB#2 RIM = 12.20 CB#12 RIM 9.80 DMH 2 RIM = 11 .00 LL ( ) 5.24 BY OTHERS UNDER SEPERATE CONTRACT (G.L. CH.149) INV.(IN) = 8.43 INV. A # INV. IN) = 3.80 n; ! I INV.(OUT) = 8.93 (OF) INV. OUT) = 3 .62 _ _ CB#3 INV.(North & W CB#13 RIM - 9.80 DMH#3 RIM - 7.40• EXIST CB ADJUST RIM ( West) 1 .75 INV. = 5.40 INV.(IN) = 0.95 INV.(OUT) 0.75 ..-- -- __ ,�. - - - ' __. Siyr/ �. c'--��'�"-•E �';�, '•Jrain•---_ RIM 15.22 # RIM RIM = 5.50 7 INV = 7 B 1 9 87 DMH 4 C9 %% ('Ty,,1; INV.(North & West) 1 . 5 (ALL) 5. 8 PROVIDE INV. IN) 0.30 - - -' Y i► I :r o o HOOD JCh�ODL (pzlblli�I,, - ,33 STQEE1rt �)i ` 4ii INV.(To CB #1)12.25 ON OUTLET INV.�OUT} = 0.20 5 _ :r - iG9' 1 6„ ,"r 1, r - urr-,'> Slotio,7 = C # RIM .0 C # 5 RIM 11 .20 OF = OVERFLOW PIPE � B 5 12 0 B 1 - r kt45 `� } M I INV.INV. OUT 8 8.20 INV. 7.04 ) 'ter;' -- - :___�Q CB 6 = . C # 6 = .20 c� x76.9 i •// l' / 11' t.r/ � � " `'"�s' # RIM 9 00 B 1 RIM 1 1 .� PROVIDE INV.(IN) = 4.00 INV. = 7.20 �l :gyp HOOD INV.(OUT) = 4.55 OF ON OUTLET ( ) ( ) CB#7 RIM = 7.00 - CB#17 RIM = 9.04 / � INV.(IN-BOTH) - 1.45 INV.(ALL) - 5.00 ! I „-ass / �' y � i ! �� INV.(OUT) = 1.25 i / 1 / �/ r ,. . I J // � - ��` CB#8 RIM - C # - - 15.25 1 8 RIM B - 7.83 INV.(North & East)10.00 INV.(ALL) 3.82 � INV.(To CB 9)10.42 , CB#9 RIM = 13.64 Co#19 RIM = 6.54 PROVIDE INV. IN) = 8.90 Hoop INV.(North,East,West)2.50 , ' �� _ ��' ��,51� r" I T) - INV.(To CB #20)= '' _ t`.; 4 6 / ON OUTLET 00 � � I � I INV. OUT) 8 97 i - 'I � i 3 "om+a>,. ✓', �`'���'� *;? !II I:' ? ` ,f ONC dB U 10 RIM 12.50 CB#20 RIM - 54 0 PROVIDE INV. 6.88 �Er) INV. IN) = 1 .44 50LF S, BULKHE HOOD INV. 6.88 12 INV. OUT) 1 .3 4 (OF)=0.030 2 .____ LEVEL AT EL. 6.5 INV. OUT) 7.38 (OF) 0f ��T/ lv END SECTION ,10 INV. 2.30 PROP. 85' TRENCH DRAIN (ACO DRAIN XHD OR EQUAL) r / 117 � � �I_� __ � .� ' - � � y _-+ � -• __ __ -------- F,/ °p%' C�r � reo _` -��� ` / 7 7 LF 0,95 LF �---' './ ro I /U - 68-+ -4:t F 4A5 _ _ _ - 1 , -- PROP CONNECTION AT PLUG FOR PATIO DRAIN SYSTEM, i r - EXISTING CONNECTION TO LB TO BE ABANDONED CB#61 / ff a > a e 50LF 12" Cg#7 / `� I i :X a 44• 1 j -- }&0- you sp v g a 0 Lo C j:cl:fV I i J 10 -� f�- f'_ RIM 6 4 Y � � � K 7° N to I V` N I o -_ ._ ^ ---- --- 1.__ -- - ---, r2"�' - _ -- - - -- }fir 1. { cn t I j� OPOSED OVERFLOW OUTLET w TIDEGATE / 1 - t� / u o 1 ��- `a �. f SEE DETNL ON SHEET 11 1 CB i �n , I i x . - r 20= -75 F S=0.028 i _j o �- �� I--C68 N ' 76LF S 0 I n - - - - - - CB 10 ' 010 ;,� INV(OUT)=f�.15 / Fencer %hJ T { I��- •!, _ # i \ %A.oi 11 111 �� I ( I I , � . o � � � � � __-_ D - �-�r s�to L INSTALL MH FRAME & COVER �` 1� 4 12 ,Q I �� l - . r�� ON EXIST CB, BECOMES DMH # LEGEND C . �• G i /rim/ _ \ o u a -y / 1 \ ■ PROPOSED CATCH BASIN PROVIDE HOOD ON OVERFLOW PIPE AS NOTED CD m - /' 4 E ro v' - Tyh. I i Inv -0,.9 PROPOSED DRAIN MANHOLE MAINTAIN XfiSTING A©E5 I ` LO \,!I ` .�/r IN, 2> ' EIE HOLLI'� TREE 14 '3 ,f , 1_ s ' _ >'L .._� / �' x 1 1 �,� ?O"D�omv e r' emen� I r _ - - - - f �f 13Mti 1 0 �, 9 y e �o jl PROPOSED 8 DIA. PERFORATED HDPE DRAINAGE PIPE (LEACHING) OD N •V �' I \ :J'%f; •Jl%v^ ) r-_ � - ��T aFOy�';.' /� 1, 6 ,�,(�' �1Y ! - ��, 1 N � , � � � � � C �l�'V'fe/ .�/Ie(_>' � ___ ( - -�• `'�--. •. EY/Sf. _. n i t' �- Cg#13 opl ' t, �� /o -7 PROPOSED 12" DIA. & 30 DIA. SOLID HDPE DRAINAGE PIPE i t -` PROPOSED PAVEMENT SPOT GRADE ' 7 o O o I �- 7.0 80LF_ S*�1 05 1 0 I co I 7.0 - �� �� tip, _ `.�1 rx. . CONNECT EXIST. 12" DRAIN `� �5=0.005 C � 1 � � t 1 � U I a �! r 25LIE � LINE TO DMH #1 c 4 I j i - ` !� r - - ,._ �" �_ 9_D 1 C 1 1 �1 o01 I�- I CB 18 ' I ` #4 z o ' I I `\ a /1 �-,�\y rn" x n lv` B# 1 0. �1 - - =- - -78LF S�0.015 - 88LF�S_0,015 f I 12" 88 S CB#20 °S s p o t r)3.02 t , ! o1r - 1 CB#17 �- -- - - o.0 7__ _o.p2 t R CB#14 0 cn cn1 I rL8#19 1 SI \ o GRADE TO DRAW"O' 11 11 I a', I `.`' ,w\ �'� l �I 1 ti , I = t o of I` Ny I I i.� TO EXIST CB 1 ' w t ," "� /; V 1 +'1 I - �005 1 I r each ! _ i i' .., 'r �•' -� Q i� ` O Ili. -1 / , � CC: ,O o I _._._I._ 8r'.._ -'" y` t `. �6 ` ✓/ �� _ - 50tF �S- 1 N, NII I I o y ; `r' %; 0- _ 005-"" z 1 �, B 16 �. 1 vti 1 x ` r\ t �1 ��I i �: S=0 1�- # I I + r 4p i - 141) LA O i !:` r ? Grove` Area I I O r o C 15 , r, 1 5.75 -' "// A I (; O \. 1 �_ , ol-n , T, i 1i �- OVEN / U S - o T / �' ) •T y1 (' aYafer 'M..f! �9urieoj t'd SOT \ l- 1 ` --0 \� HOOK 69 F 'GE ._A - o Z �- N 81'59'49„ W Q, - - �! .51 T r r��-� _ t 9 4 5"V'r 1 9 O - 4.3., I d G 5 -- \ ✓ I r - - - - - - N 16741 pv 2�_� --- - --- ----' - -_2"K - - ; ; p J J 0 7'S 9'4 5" > N Er „ �.� cB _ � •,' \ lam. / I \J � „.,.__;----------`-• ---.. --- _._• -r--` _. ...__._-----..._- �\ �, • ,/ - - =_ e "kip - --- __ -- \ - � , -- -f��� , _ y -_ '/ gab ---� -_ - , , � --- . _-- ,Z ;.y� ,/,;,,. At N AS L,J CIVIL J J 0 \- --- r --; ''\ / 1 �%��/��,f J I i w No 326n O m Q U -� _ Y_�I ' r /� 10.6 �/ 1 Bo rfei s \ 9o�FG► Q 6\�t /� tl I--- m _i _� °° ! 0 20 40 80 3 ° o a Z SCALE IN FEET o Q 6071SNEW 02-08-95 TOWN OF BARNSTABLE FERRY TERMINAL RECONSTRUCTION PUB. RD. STATE FED. AID PR04L NO. R9CAL SHEET TOTAL \ DIV. NO. WAR NO. SHEETS t , MASS. FBD-OOS(003) 1995 5 46 CURB - TIE PLAN f--- Approximate Line of Ex;sfing Deadmari 1 t j with Tie--Roos 'fo Exist. BulA'nead ' EXoct Lor.ot;on of .1evdman and Tie- Rods i CURVE STA OFF STA OFF RADIUS LENGTH to be Determined ord protected by Contractor I A-8 2+87.27A -16.67' 2+91.82A -34.10' 52' 24.45' �'a� .�9oiina F/ools 9 3+12.92A -31 .08' 3+13.21A -36.01' 3' 4.71 ' ?�•�,�� � �ewis - � , A- A-10 2+71 .35A 97.19, 2+76.21 A 90.201 5' 7.85. / I A-1 1 3+19.59A 75.13' 3+37.27A 73.01 ' 5' 7.85' A-12 4+39.61 A l 21 .99' 4+44.58A 127.40' 5' 8.25' A-13 4+30.38A 73.64' 4+37.13A 78.33' 5' 9.65' A-14 4+37.13A 78.33' 4+49.63A 68.46' 26' 16.19' A-15 4+46.75A 60.84 4+49.63A 68.46' 5' 9.53' ` A-16 4+56.98A 26.31 ' 4+63.24A 21 .88' 5' 8.73' LIMITS OF WORK FOR CONSTRUCTION ACTIVITIES A-17 4+53.68A 6.00' 4+63.64A 16.90' 10' 16.52' BY OTHERS UNDER SEPERATE CONTRACT (G.L. CH.149) r A-18 4+42.70A 9.73' 4+47.53A 6.00' 5' 6.57' ' ' I A-19 4+73.1 1 A 23.79' 4+79.11 A 24.14' 3' 9.43' A-20 4+74.30A 9.23' 4+80.28A 9.71 ' 3' 9.43' A-21 4+89.83A 15.68' 5+01 .08A 6.00' 10, 15.69' r- a _. _ � ., � � •_ ., . �- .� � A-22 4+90.20A -30.00' 4+98.14A -30.00' 130' 10.32' 0+05.53S A-23 3+90.24A -37.21' 3+92.74A -45.32' 6' 9.42' ;r;' i `�' �' '. ..i��• .X; ' -4.37 - 3+92.58A -32.79' 4+00.69A -30.29' 6' 9.42' A-25 4+10.01A -35.22' 4+20.00A -47.76' 20' 16.49' +07.61 S I A-26 4+20.05A -30.00' 4+24.95A -35.28' 30' 7.22' ' •" : �-;1._ 4�.».o2N �:::____ �__._.�+oor� ;v -_ ----__ :. t � T.�_ -�---------� t-- --- , � A-27 4+24.95A -35.28' 4+29.21 A -37.34' 5' 4.93' p �?�reT.,.�A���r�teY„ 3+,�a+a Y. y - - T# - - - - No+o - 7 1+oos 2+qos 3+oos A-28 4+48.51 A -63.58' 4+51 .28A -59.82' 3' 5.35' 2OA! .- ... +oON 4 3 1 MEET EXIST - - - • _ , A 29 4+50 71 A 71 96' 4+54 37A 74.10' 3' 4.71-30 4+81.95A -58.50' 4+84.98A -60.74' 3' 4.07' 0+12.5At 20' G i . / �� / �y� / % - � 1 - -n T A-31 4+83.39A -66.48' 4+85.52A -62.81' 3' 4.71 ' -78 3' 0+28.02A ; jj ( L=6.30 ✓�-/J .. , , IC I ' .I,.I ' / I --._ - V I I I / O O 1 1 1 , 1�=16_,8fl -59.53 D s / r A-32 5.02.66A -60.50 5+05.72A -56.97 3 5.35 r 4=� ``'n�',%Cor�t9Lo / / !'j i` A-33 5+03.81A -66.91 ' 5+07.29A -69.33' 3' 4.71 ' X '� 0 4. 0+00.53S I 1 AN ALE-i 04'ss'36 ,�,i �� ,��--,:,U ��._ / � 2 .6 a A-34 5+36.40A -58.08 5+36.82A -64.04 3 8.78 ,{ 0+30.94A ' 0+04.62S A-35 5+37.20A -36.10' 5+57.13A -47.27' 25' 23.73' ✓ 20' R 758.06 22.63 A-36 4+17.09A -157.50' 4+19.13A -165.24' 4' 12.57' ,�•'' ✓, y� R 17' a r r / L 0+35.94A vi; 8.90 - .i I �` / / i x ! • • i ---�`�' - A-37 4+47.82A -152.52 4+44.26A -158.64 5* 7.87 �. - _. .,,: ..,3 - ----- - -- »3 ! h / ,� / �- y 0+00.61S { A-38 4+47.21 A -169.fi 1' 4+53.31 A -173.17' S' 7.83' �':r.lt 0+13.90A 1 Y 58.00' + / X r'� I 18.63 -73.73' r, �' 0+30.94A` `'�` / ! -' - !� 11�- I i A-39 3+52.38A 34.64' 3+65.74A 38.08' 5' 14.44' -46.00 , , �� 0+39.2 A r r- u.. o I B-10 2+00.21 B -134.82 2+09.356 -134.87 4.5 14.14 -- '� �i 1 0+14.31 A 0-+�9,222A -- 45. _ :h_:_ -_. �",'_ -/ // � / �/j / �' �__� � I i �--.-__' ! 1 1 , -58.00 ,- r,•,_ _ r /, / i -70.20' / I I i B-11 2+00.35B -107.84 2+09.35B -107.89 4.5, 14.14' �! t / ;�� I B-12 2+99.49B -77.35 3+08.496 -77.40 4.5 14.14 z - --- _ - - --- ks 0.4 4 14' B 13 2+99.636 50.37 3+08 63B 5 2 5 0+20.00A � _ 0+41 . 4A - - -- - x- <�-� l..a 8 14 3+20.906 -26.03 3+26.896 -32.07 5 7.86 >, 0+26.65A 44,23' I - ` -� � _-_� -46.00' 0+59.86A r ' ' �i'T/ B-15 3+23.926 -9.93' 3+33.01 B 0.00' 10, 15.64' °° 15'R -46. 3.5'R / ANGLE=76'18'30" ! , / , 1 , L=23.2 0+�7'1:79A! 0+'35.94A -10.00 2+91.82A L=5.54'- ` �o; / i B-16 2+99.02B 0.00 3+09.n 16 -10.07 10 10.06 t. %:l'y -•� r ( rj/ h B-17 3+04.88B -23.71 ' 3+08.946 -20.92' 3' 5.77' -6.00' 2 -34.10 3+05:09A1 2+07.01 N \ 1 I 1l! _ 11.68A'�, -31=� j 0+41 .94A L=6.29' 2+87.27A f 5119.75 f I' B-18 2+04.64B -162.41 2+31 .21B -136.02 26.5 41.55 0+59.86A -16.67 . - 7" ( 1 1 1 , -10.00 _ 3*07 98A I \ B-19 2+31.338 -1 1 1 .50 2+39.27B -103.55 8 12.46 3�R a t B-20 3+11 .276 -106.93' 3+14.298 -103.95' 3' 4.71 ' 1 k -6.00 106.93' INDICATES OFFSET TO LEFT OF BASELINE oc ifooa 2�'ooa L=7.70 A-8 15R L=23.72 0+'26.821 Al 0 56.35A +86 9 N 0„ 6 I c�, I ;� 106.93' INDICATES OFFSET TO RIGHT OF BASELINE 1 k - 0 6A 08'23 +28 06A 3 01 " ' 0+30.94A -6.00' 1�100' 6.87' - 1 4 2 102� J ` .,;�-- x r:' 1,- 1 :40 y� -6.00' +35.94A - V) 0+30.94A 22.89 ��� •.F , L : -�g - --� r .. ` �� l T6' i �°-� 25.86' 0+27.75A - .0 1 +01 .0(9A r'• =14 36 - or°se w 4 < > 45' R 29.5 31 50' i 1Iy- T� R 30' _ 30 R _._- 1:8 00'. / -19 ; m,6 iar� l I� 1l. �l. 1i 1�i D.._ 4 �( L=32. 0 , 2+62,17a -- �- s � _ L 77 99 0+14.63A �' = L=15.16, ........ - F- I �' _ �� :'E ,49.01' R=15 3+13.04A I sy ir _ 3+48.96AO. 4f.1�i:29A Fender ('i/P� �� It ?I�/ ( __ �� r� 0+12.75A L�15.71 .4 A-1 _ 0 T! I�' 11 - -y T 9 �.73.48 58.95 , o 1 r fr a 51.83 r_, % k 4+03.23A +30. 2 - . � � . ,� - 5�,�;r 0+58.40R -39 A-23 6, �_ p�� 0+11 .71A - %�� A BASELINE -A- CURVE - 4 15�3•�71� \ ` _` norP �rouna 57.33' 2+69.41 A - A_2 8 r , A-� - ,�i - CURVE RADIUS LENGTH 5 R=45 R 0+45.40A A-}JQ F'c __r 3+59.79A 7 i' P.C. STA = 2+28.06A 4.95' _ �� , 87 7 _ _ in�� 56 33 z MEET EXIST : j 69 OQ ^ 2+21 .58 x 4+35�24A 4+30.03A _�- r: `� °,l f•.•_ _ 0' 6' - �2 �02".41 Z 6 ti _ - L >. 0+1 1 .3At 1 R-4 ,;�,_ `� � 57.82 57.97- A�18 --27 _ y5 r,r,� G? I T T 12 157.8 P.T. STA 3+85.92A U L=� i.1$'; , • , 4+41 .93A . - Z S. A-37 A-38 - _ Q �� = 4+90.20A m 62.3't ..i d �.., Zi x 4+30.4t _ 5 `_j P.C. STA i 61 2 Pin n - X � BENCHMARK PK NAIL - _- - � - �- � _ - .r / I � 97, ' .Q�J;1 'lL' �r,7in,7�l�• �.;. < 1`- ',i '\ .�- � O ` A 2 ' :� rr, vy i; - - -X+ �. - ti, _�'_. �.. r - is 4 -40.66A 20 B��II lJ1 \ 1 SET IN BACKSIDE OF _�; I a A. 1 ,, j x q irn cy y - QO 0 UTILITY POLE 52�S.i �..i 1_ _ �.�.. ..1_ ..i . ._._.• •"7,. /;A ?• v, 1 C I 2+39.1 P.T. STA 4+98.14A o N -- ELEVATION 20.37' i -- - r,g �, `� j _ I l i \ y �il. _'rii Ey ...' ^l'09,,,' r- A-13 -1 5 T 4+44.38A I �� A-2 V >✓o. , ,,.-. - _ - A_ 23.00 i ' �J ?im - =� _.. _�o .� _ A-15 A-16 1 ' _ A-31 i' m�.,f t_�� - r L�,�` c F� 14 �" � J � i •+43s'1;9A. EA A 30 f i --X' - A-12 A i B- 9 144.33 A-19�� ' Bt 1 j1 -121.93' \ Cr3 ! �I im -21 A-22 \ \ Rim 41 51- �, ' ! IrA91. f'� l �` `1, , 4 5A -G. A-32 A-33 ' B-12 o ' I i ;, \ , .� , � , , , =�,�` �, r B, ,� �7� Uzi \3+48.35B . 1 w I I I \ `., i ' >, i(- E: 4+73.6 fA/`17.11%'� ",2,7- i G 104.12' 5;=.t i 'Ja '� I �f , , i �', F: 4+79.59A/18.20' li x J j , I -L-- p ` �-'' �. tye , ! ja 1 5+78.43A m I -+-- I'� 4 \ so.iro` .ixei, f 1 �, �,� G: 4+89.15A/24.00 - � 1 eachh'e;b � b ctfI' ,�• �,�i 1 i 1 t o -30.00 I s l ' '� i ii T�;,r i6'�c .��� , H: 4+89,56A/19.Q,1 ��r,q �-' >\ U - ' ----' � .j'; �r' t; �y,! u°We� !�j �� k i 4+8 ':1�� 5+49.74A j�� A-34 \ }� 6'r �1�° kl rl I N �, r' sirt ` '' �a ion `�'� i f y 6.00' A-35 I B-1� 3+48.728 -' �l �C " ��� y: � ,�, j4�f ,l r xAr I 4+89.9 60A 5+72.61 A ANGLE=91•aB'18 �f /'B-14 -32.18' t O k ' i�! ! � Jw' 1 �• ,ro✓e.' eo �( ` ! 3+04.97B B--17 z, C O / x 28.18 Cn i 5+76.87A t L Q �., - i 5u iea '}� -5,9 0 -. / j i j, + , \ �1 I' l rr ? + 29 R Bc h -43.73 Mcr�� sx ' t r 1 I!'! - J ,.,`1,l � ` \�- '- ��! L=16.65' ` I . � f 5+78.62A I rp� i 6c - --- - - _ -_ - - --- ' -15 -- Z 43 46' L �oo _._--- - _ x _ -- - _ _- - - - - --- - 5+87.83A 9 `� �1 �# ,, OF C ----- __-_EDGE OF PROPERTY LINER ALONG EXIST 4 1 - 4 --- - PROP( - 4+45.07B _ 1 8 2 - P 2 ys + -- _ a. I � � ;���_- ` �• __- - Ti •,, Q 6�1-.288 � 1�`- , ______` __._. +�0) 0) CA f I „ran \ \ ! ) _F r . S I 2f3`-R_" OII t ! 3+90.0�1B ,I t _ - = 0 1 X 00 ��NK XL 3 ,T o. ' 81 J ' 1 � N N N ��` a, `-�-- •' - x - .7�j� „.�---'-----_ .� �' __-___ .._ + _ 40' K --� Sign '/ /, 100 ,F� I \ L- :32' 1 +5 36 r 0.00''/i I NtC AS s` SEAS t r f ,N Zo -- `\` , ' �' s��; ' _- - - _ -- - j 5+89.5 A. %� �/ a �j✓� CIVIL - / i 1 H' h- L--- " -------t�'•r,Y. 6. - ._.._ -J 42,5� No 32529 _ Ql J Z = J -1 - -- - --- --_ - - ��L'P P / y Boilers DMA Q I STATION 5+96.88 BASELINE A ! m _ j1 I r"7 STATION 0+11.85 BASELINE B �/ .� , j � -�� /� STA. 1+64.33B �- �.j_ _ / EETr , , i EXISTING 1 =40 i5+99.9f A 27„W N07`59_45"W J >' m J \- � ' `` /i. % 159.5't N 16- 1 236.33 I! \ 0 20 40 80 i m � � ;,� / 5+98.63A 164.33' >, _ ! ; �� 5+99.72A 145.45' 0.08' m %' �1a 157.93' 5+99.01A HUB/TACK ��.. SCALE IN FEET C � 0 <1 5+99.40A 149.20 >> >> Z a s a 154.18' DETAIL A U Q NOT TO SCALE _ _ ...__.._....,...-,.�,.w...,..,.. __..,. - �•,..":.. _,,,,IIY,,,t.,,�,4.._,•-•>N- 'Y-'ls+�^A�"'�.-•,1,,,,,,,,.,.P•.,,,,,,e„a,r�-s*�.R...--.-w.••-_... _ -,..-.v..e ....._. _•, .___,_•_.-•3,.r-........,.._.,.•..._._,_-„�._,,,eas,�,m,-„ _.�.,_..,_- --.,,......,� --" ►Mr.�.,,.. gip.,A! ?�rx•--*n�. , - , TOWN OF BARNSTABLE FERRY TERMINAL RECONSTRUCTION pm NmO. STATE M. no M1 m FlYEAR N0. 10TA S \\ ♦♦♦ 1 an ■ ■ — MASS. FBD—OOS(003) 1995 6 46 •• • •■■ ■ ■ ■ PHASING PLAN Z I �'yann.%s or h, /oof ■ i solo \ �r J/- - • • ' � � • • • • -- Approximate Line of Existing Deadman r� with Tie-Rods to Exist. Bu;khead I Exact Location of Deaa'mon and Tie-Rocs ^sap�a� t to be Deterrr,ned and Protected by Contractor Lew/s pay la'arina fiaols , . r PHASE CONTRACTOR SHALL ERECT A FENCE • SITENARM TO ESTABLISH STAGING AREA LIMITS. OF WORK FOR CONSTRUCTION ACTIVITIES i 11 j ♦•♦ BY OTHERS UNDER SEPERATE CONTRACT (G.L. CH.149) 10 10 r 10 10 ,solo_ ._i_��a- - - --�# �lrt_�il�i_�jh V r m m m m m 0 • , �, ° o• solo ��;— / �,.,�J—' �� _�'l -��----- --._--- -- - - _ Y sy-------------tic----______4"!?�---------- -------- - - - ;y --solo_ �• ! � 1_____ -� t-- t I �• solo solo__—' A r / - ,. I I I 80't ° I STAGING AREA a-� ;�,,,� STAGING AREA I 12/CA1APTER 30 CONTRACT CHAPTER 149 CONTRAC �I x P SEt, -1 OTHER 3 Vi J / r 1 I ^ Z. — -----�_.+ I / ,B DIN _ j � � I ! t ` � Q'c puvc'iny �or�rrOafio,7 ;.� `irf / I \ •� ' /tl, - _ - ,`- �i " /' 1 I i .• = l�r �• I° �' i , Il � Yil �. E. `. / I — - � I -��:�,r x-_. ; � N � ---- _ �_ � � �-•. . � _ solo . -_ _ _ - � r; ' / T- ,,c� L--- ----� ' � • solo ---- = afi„a ����� ' — ♦ Ff� c E rd1 r ,l �' t 111o° Basin x� d '4C ��ifra. (A01l C;� � rtYlr��yl ,, \ iv ; I r � o �� / - - - - `x-•- _ __.- x ---- ------ - ---,--e--. _�--a-__ _solo.---�+-----__----_ 't-"? �. L"^ , �r �ACOE aint:��ined Depth is - 1 ') . 0 ' ' I j Jti 40 44, r . solo # I � . . r mummim . . lo mm m lo . sosololo S _ ■ so I j I lo lo so ■ �. - 43 - - _ c , �i.�. -- �t �\ 1 o J_ i `G I a - e�f �o,�ii? - - - + fir • ' I ■ + —x e PHASE V 'T ! 7 /� , /'9 % x rrz'a f Sca/e~ - 4 -- -- /",--- solo_ r2 l3-- -{ r✓ ' ' C/X I•r• I 1L I' _A_ Ir _solo_ J ,� (^.) III V i `J ' / -`,� --_, .,` ` ��✓n �\ ,�, �envcr i '�� i ��- r•- __ ,y -J I'_._� „- �.M i��t' 1` '� I �)`✓I 1. !9� ��.` _ *�*: ` �L'ar0 1�1 1Ia i� 11 i I f II I,I I i • aL 11- �. ll /l MAW \ OWN = 9 ink Z;r�e r O Z ' 0We11117g t ,� __ - •� , , _ � oF�� T �.�m ( t y Grass Area -xl, L.B r Lam' E1 / ' t rn �� 20" ,.�/L� , I 'J I ` \ 1 I /i•' / !,'// Q /rr/ J.J ._ _. ._- 'I_.a-- ! Si9rl , _ t\I , \\ ( ^ \ y f•�. 1. X . N I •V I \ I � t �rit/e J _ /�pi 'C mole/ -7 h.. \ M _ '" J ' /- � ,j:/��::_ ,3 ' y�h,_ Goigway, r - .,_solo__-----_T_ ; '� �- I ' -'_" t PO'e .. -•"'_� _- _. -" �`" , t � p 0 �� ,��� -solo.. �'�;�,solo �'_ / r .!- I -��� � I �I U�d ._'/_rj k ..:� �0�"`7�' - _solo. - —` � "- / . X" ' ,'7im i'4' ! k1 /�_ _'�� . ;1.,��•(.;,� � ! �.. - _ I I \ _ " ' �I ;► aE—sc�s"��.1---.; — _ 6.d I LIMIT -0� X ° Ir— THE UPLAPJco D - �� '�' ,� 3 DEWATERING\ AREA ,f 1 I �. ,. �Y891` ' j,, �, , = PHASE IN " ' `� I `\ %y o �`, \ \\ , N 1 I I � , — PHASE IBC -L_— _I-- a� tI 1 \ \\ \�`���.y I l l✓ t �{I to 9.9 \ �� x ' (n , p �// I 1 1 .I I ' _solo _- b x \ + CO 4. L eoch!e.,C ,' 1 ! l I�� -� —_1-/; �I r6 yj o - > ,ewer / I ! x/6 '� �' Jj - dit. Pavrn9 �� j o , rPumpn'r ` P y r I ( � ; tl� , G Q c � tQ . ;/ y1 I \ \ r l I /,•solo K ; x CU LIMIT OF PROPOSED' ION CONTROL FOR DEWAT moler tit.,- (gal -0,') , 16 . , nt. II \ rfj 5� tt x106 _ w ...._ _ 1 'd• '� � \ \ j \ \ � l x - Ij. ( I � IL +�+CT) 0) �n ` \ , �f2 �C 2, ON N N / 5'9� 1\\\\ x 1 • S a __ --- W N N x _x- 4UP �" —�' x Si r/ x i \ \ _ - Z -- � 1.90. _ ESA _� _ __ _ o \x — i 1 . �_ ► s of Z I _--�2 S—__ _- __i2a5----- jin✓ ,C? 1 i _j J o _ I •�----� � � L__-_solo_ � • Siya X i Bo�'ter s \`\ 'No.'32629�p ONAL m m �j c o 0 20 40 80 U L \ ! a U a / - o a SCALE IN FEET � f 6071SNEW 02-08-95 0 _ -- TOWN OF BARNSTABLE FERRY TERMINAL RECONSTRUCTION I \ PUL RD.DIV. NO. STATE FED. ND PRO%. NO. WA MEET T SHEETS `.\' 0•� � I r ■■ �� . /�/ - MASS. FBD-OOS(003) 1995 7 46 00 7 ■ � ft■■■"• DEMOLITION PLAN . ? - . . - ' ♦ , Approximate Lire of Existing Deadrnon ;-} . -r . i _- with Tie'-Rods to Exrst. B+J,'Oead I ' Exact Location of Devdmon and Ire- Bads . . . • J to be Determine(Y and Protected by Contractor ? i 11 i ' ?II 1 I I i PHASE I r a i ♦ ..• • - _ -__ -_-_ ARID '��� _ - — - . / , - - o i 1 iF-11 1� _ r S C, r; r ,� • ✓: S�H.0DL (public - —��_�� d� - - �E 'T - - - ._b ___.._.__ -__ - -- - ------ --._-_--_ --J-- ------- _I If .. „ _ . -'_ r o, y._ 4'".S , . yi T �r / )f; /v 19' - ,� ,. .1 _. . , -1. , , - --_-_._ , ,_..,__.._.'- , _.-------• x , + , �1,v I 11 ----- - _ __ —. ._ ■F � � _ !_ �.r� % 1-. ,.. izr ,, t -, ,. 1 i 1 ,.i �tC�.�?l)�•( I .'J 1. , •� I �. I 1 \ r I .�+ I� O O ! }}.� _. _ ..._.. �.. _ ._I �- 1}r / . , ,',� . // - r:.__._. _ — a✓fir„ uc�s G - ', ,t ; , : . i I - I - --y- .I'�•- �J T�--' ' i, w l' r _ -_._--�- -- - --�--- -•-- -.__..--- _. ._._ _ 1)I F + \ ! 7 l�i ��rz/�. ;i.• 1 r, a '... t I 1 1 i 1 � � I I !Y f�`1 is ', f j j �' ",Y1..1,-77,0,!`- 'y :, �; ?�;/- _ ! I cr x ` " �rtiw ) '' ,aEXISTING PILES & PILE-HELD FLOATS t �' - I �; c r- . _ s:aur: / c. T D B OTHERS 1! - I I i . .1 1 1 c� �1 f �'�! i + �/ 0 BE REMOVE Y / .,A '.`I, • 6 T. 1 c a I 1 a q1 - ' c�r I� y� o. c> 0 0 0 ,i 0 `V I 1 UTILITY POLES TO BE REMOVED ' � ' "s' 4 �"'� ;`,j --i% �; BLOCS TO BE DEMOLISHED AND REMOVED / _. �♦ �` �- AND REPLACED BY .OTHER AS SHOWN I yr !' e. i I i _ i" r ; ' a�' ' t��' R < I [.� ! _ (BY OTHERS} /-,��, s-_ , I�� / ON SHEET ENTITLED PROPOS ON I N5 -' - troYe' I J .♦ ED C D TTD } 3 - 1 I ,, j !,:;.;,1, ,,4f a I ' I � ; ' K;• -� ._.A:.-.__i".__ " .< r__:_��.__: r� -�.J - _ _ t��� j /, i, BLDGS TO I >pEM , S•HE 4-1 ' o.-10 ----- i - v J ` .� , . ;, '1;u >" ,"„ _- _,L__ -` __ 11 r %,,/� I ► Tyr c��' L �r rx1� 0�° ) � c� 1�1 ((`�� :r (:� 1 I F ,. - _ -- 1•lt.>7,3%> •f , � `'(\ : a ,-'1,f ` ----- --- I 1 I ,,. 1.,. ._. U . S .1.__. L .) C', 1 \_ 7 _ - 1 1 . If , _. �- x h ' per • 1 i _. 111� it A I I i, - __.. ..- _: _'s'.r:._ _. ...._...__S- - - -�__ �...a. �C _-__ r _ _+_ - -._.. ._-_-J L--"-•-_--- ___ - ___.. L _ ..._._._—._ • y S '. f 7 f i l--R. r I . x " _ -, 7 - f,n L Basin 1 chi f / i t I 11 I •.,' ,M1 i1..-, t ; I ;,' I I I A I i ( 1 -�•.--.L..._--7-' ____-'�_ �'� _ - _ __ -t,•. -"-r'--Xi..1.__.k-...i__-._.x..�_--i_4 -- 14- x_ ..... _' _ _ -_.__. __ .—._..�.�..-.. ..�.—___..y - 1 - _ - ._ .. �'+k y - 6 - aoo t..h v `"r I` „ L: FT ,, , , LIGHT TO BE REMOVED AS I o +: ! i r >t f -- - _ .� 1 I �`�' F 3 4.. PART OF PHASELIGHT TO BE REMOVEQ' ,n• �; �', } ' AS PART OF PHASE. 'II - c� "" I I r :t !'1 / , ,;'� ,, CONTROI1 BOOTH j .FLAG POLES Ii11_ 7. �cN / "YV 'Pow7y 1 r5��� o', \_. \� . . -- ! _ i �111<< ,., MO p - • 1l p b ;T V 0 fE ED T V ... , " ,/_ Lti ` -per - , ■ I + . 000 __ E •,; ' , ! 1 I tl j 1 6.' - ,_ 11 LL��:.`/'t"tt' �tr G- ` `f - _.� _ ' I i ✓ \ I I • _ �, _ `� % T NCH', DRAI I 1_�(�z IC t 4 n J i I', �:� _ _ - __ - L Y I , i It I .. iY - 1,. _ -X• x - -^_.x- x- - x- _ ,fit %" .>- ____,, 'j.9ro , I I, �; > '0 BE REMOVED f-:-- _ �I( AND �, '�,. - , �', f - r f SCAB S � /✓ ✓ / 7' ,UPr ~�5'N . � C / u / _...._-__ - .�_ r.- / a -_-__ , f _ -lv •v, ._.._. ..-_. / <: _ � T .-._- J , * . ,, i •tiJ.._ ✓-t �- __ - f � ��fC1K.' �� . I tIIY - . ry,r p - : , I - ;'v C 117.. f:r !" L it v Ir _ _. ;` ' i t I J r - - i i# �` �s . . �i'iri;h 4 i r I' (3 BUILDING TO BE DEMOLISHED if `� "If.`! rt ti �'r �, 11 lt, I _ �, _. __, __ - r--..... rucf �'� , ' r �"�- `r' :t' Sfg I I ( AND REMOVED ( Y OTHER ) �tL �I, �1_.,�i �. .L JL o._ Y r > -� 0 1 4 B S _ �I 1 Sr t''! I , J I- - J_ i G' \ ( * e -r - \ !S 4/7� `i 1 , , W T l c _ 11 r-- � - nY D. `. rera.7er 1� 1' f Tl', ~ ?ri-] A'� ' ,v . _11 .. , a T TO B£ REMOVED ''` �, i'- YY �, 1 ,, ,..II.J k', a _ . �ti ART OF PHASE �.__ - Z, �` jL J1. ., JIL al 4 .� L 3i -� �.� .L . - . . �, s � �. RD L BE REMOVED , AS .P I I - "" to 0 #1�4.. /� ; ' \ � m � �`i �Il ��lr � � II■ � � � � � � � � � �Ii � � � � � � �� �� � �1 � Jr �t'� � AS PART OF PHASE IV 1. - , r- - .Dove Gioun " ' ,J/ '' rLc / t`n _ L ' - ,_� A/III /Ti1_h .`'�'' r rE / i ri f 1. L ✓Yoiw . ,r,F `` - � , // rnl �;�r, B.C - -'"I '' <,- inv O.- ;� s�t!' '/f._ r�tob' ; �� e y,, _ - ;-,.. 2 _ , o r I ,� - z _ _ - - 1. _ , ` ' LIGHT TO BE REMOVED ;. ; I a , ,; _ i - -` ', _ AS PART OF PHASE IV c 0 11 - L Cr) �', _ i r' i' r I , r _. %. _ - -- _ __y5 CJ�1, k V�I I ' /r ! 11 ,At _ _� 7 _ - i \ a0 vil - , , r -. �I / - - _ / . r / / 1 , i I V , : , " � _ Y r_. .. I , `._ p to _. t i _ 1! !, -� , nqw F -.1- , I _ r 't _ _ 0 . __• I•-L- ! r - ,'. ♦ U _ i1` y-A----- -- - __ 2 r I ^�._ S� '�-' _1 - yy y//// 1 w .�_._- ;, ., ,,M1 1. r., '-^ r-.. ti:- _. Lz - _ �• /1i, - _�,._.-." �.� I'h .--`T �• .� l �/r 1 ( 'r ( .1-.. _s_ r ` V.i' i 1 L/17 ,5 rq( lI �1` .ft I __ j "i , f•- ,I �,t- a _- / f, I 1 _� t _ _ _ -r 1 l __ a- �: _.I �- - ` ...' i pJ ♦ 1 1, tv.J 1, `I i - �. - o n 1 � _ ;' �_ �� _ ; •i K i 1 _.. I _._ _ �,� , . Z - - - - I !+ 'I'•-.,,tom, ! ' i 11 + _ �� !^� CL.% ,-1�`to -_.,�(_ . + Y ,, `� I L1 !+1 ,,v.:,<!., \.,, '. 1 , _,'� 1 ., .I , _ _ ..�--•---- -- i _ .._. ` `-+---- %I1- a.2y = Iv o-t•r,,�_.. (- }, � 11 11� - , 1 rC J o 1. ;; ►---r.. SE III t 1 .__� - < �_:_.- �^ . •� ",� r <_ .,5 �- 1. ALL EXISTING MONUMENTATION TO BE PROTECTED. DISTURBED \ I Q �, i I - _ - -I, '� - LKiT TO 8E REMQVO _ � _ 1h r' 1 MONUMENTATION TO BE REESTABLISHED BY THE CONTRACTOR ' 1I, 1', ., r 1 LIGHT-TO fiB OVED I RT OF P 1 N': j r I - ' - H xl a ICI �_ 1I 'I; -- _ _�S`�PA AAA - C_, i r 1� , , ,� E REM + �-~ �'"" E „ SITE AVEMENT TO BE REMOVED AS. NEEDED TO SUPPORT w : ' ,1 \ - PART--E -11P III _ __ - 1" £krst. ---- I ,? I \ �> --- RASE � � -- - R/ 10 a t ` r _ - I� I _ _ - ~� _ Y�` __--F-- e �� `� PRO OSED C NSTRUCTION w ;, o.,/rr. 0 AS SHOW ON PROPOSED CONDITIONS -' ;_s;,� ; ! r:f w : ... r ;; 1 1r - till.: _-- r-�: _ _r + GI cr, ' ! v; r' I SHE N0. 3 O - - _ - -- -v c� a- IJ; - 51, , ''. �L• .1L!,' ! , . / 1 I •.1 I , _ _ .,,,.1- '/ "~'� - tJ_'"J­"�,�, __ < i ' ) 7r i I iBE �VE .---_ 1. .I � , . r.,� �7i t I ! , I ''1 -- �-.----- h r / R ' � < j 3. EXI TING DRAINAGE STRUCTURES NdT TO BE UTILIZED AS SHOWN E__,. ! l ,I t \ :r t /1/+_ ' 11 � i 1, -t _. ... t !ti_, 11 r `�\ ` - / , T r k I Z. C 1 �f�j., t� I i .1 4 i _ _ ' �' 1 , «• a, ON 'SHEET N0. 4 ARE TO BE ABANDONED ,, 'l I I _.-C -_.�. .-T , � r ' 1 1 �' ' I , 1 � - ^� f f� I !TV A,;I!-�I - � C ! / l I f a O: 1 .r ,_ x -_, __..._.� ._ i' , , , I ; 1 , I. O + .a/JIl[J• 1� & r!\F'1-�JiV ��T�L, IfC. I �1 -) ) l i / P '- •? I 1 i / lrc9U eo c 'r �_.. l I I ` ..� - .-. , . - i� ( )1. , ''` I' 1 II I 'i 11 , .�0G/` 1'j` tEri t / I t ,\ i y ( '11 '`•� I -,, r ' , _ i T� - �' - , _ 1 i 1 I !SE ,1E:f�1T Jf dp�LOT ,: ;' t ,/' ', r +, 1 .i + j1--- 1 I I� i•1 I I 0J 6 IPAN 2�%; ,1 ��z r -�t o i \ \ ! e /-"'- l'+ I ` - U�' I I + \ - 6 f r ! I� - P •c c, • 4. SE LANDSCAPE PLANS AND SPECIAL PROVISIONS r + .. r ,Y k ' 1 d E31 4�" ICJ I , \ -- -- -..... -_- ., i ` ' , 1 \_.� -- �.,„` x-- �_._. `� C/,� I I �,• x :'ro,i -f fi F-.- 4 `~ t - -- I C _ x- -_ - f FOR TREE REMOVAL. I �1 I E<� ,? - a I 1 ��' I l\ 4 hlC> `i� ,^J1f�fi �/ - —I t� '- --- -- f , : , i �' 1 � rn rn rn ; I l i I I, ' _ - - # P CC 41 h ._ _ - —__ - - ------ �� -2"ty'--- r t J / 6' _ I -. _ �, A-- -t - 1- . ., - - _ __1-�- 2 G y O 9 4 5 I , i -, x t I I I - I , I, , \ , i�r - - -- -_J_--- -,�� L -- - — -,-- - --- - -------p"•'_`--- L , i C c8'2 S'4 Yt t i -yam __ _ . .. 5 +. 1 I' `< ,' 1 `` �,} �} 1 ! � 1 " "!��_ —` _ T Sin ___ ...,_...--____. i EXISTING WALK 0 .Z, N N N r i >i,�• l , 'S. r r' ` '� ` - # , ,` /a - --' "`~- 1 E ( M D c�� :__+9 �a h __ _ __ �_ . _/'/`�' I . , va , T .� _ i _ _. r P __ f _ /� "__ Z t �A SAN . Y,, ._ -�--_j 'Ve. !,r171 �4_X- x /' -I1. ' / , f' // //I // 1 P �--7- � p I . -.1 - - __ UT PO S TO BE REMOVED . r .-- 4 ` / , l / r a z t .,S_ ... + r:5 t),n� - �, L 1 /. , AND R LACED BY OTHERS AS SHOWN , , 1 j ILITY LE � w O �' T\ = I „' ;`/' -' ' ,', /,; % / ON SHEET ENTITLED PROPOSED CONDITIONS e.No X,lI Q �� 1 ` I 5/fin '� �1 �� �,r ALL PERIMETER FENCING 1�/ , 1' STRUCTURE TO BE I ���; �o � a m _ _ _ .,1 1I -\ _ Y' /�%� ,'% AND EXISTING FENCING WITHIN THE SITE �% REMOVED (BY OTHERS) + ` gj �yy► ' � ,C'`7 : '> E< �� TO BE REMOVED AND DISCARDED. PROPOSED E, E --�� °�� �, L✓ 1i I / IS TO BE INSTALLED AS SHOWN ON SHEET ��' \ �,, •�� � m ;fit' f 1 el/ ENTITLED PROPOSED CONDITIONS SHEET N0. , / -/ \ - >, m -a �\. _• I I �,,//r j PROPOSED FENCE TO BE INSTALLED IMMEDIAT -� ,l 1/ m -0 a) I ' ', �,;,I ! AFTER REMOVAL OF EXISTING FENCE ; . a� > � � V . 3 v � / -. o Q) a 0 U Q `` /+ r -- . z,_... , _ �, ...-_ ._ , 3! S;IP. °"7.1R"' !'Zl°T�"' '_' °°n"' .."�,..,'*"".'^^.,.,�. >.,..�,,.. ,.......,., .,,: ._. ,ec^ ,..yfx:•xr*e✓,m. ^'+":,Rl. .•1A?Irtre`. '^'T?m4F +'.,�' ".....�.-,�.y.,.. --. 'vw.^:'..�,�w,�w�p,..,.�.e.. ,+nn,,.,.,,.. ...,,q„n,.._.,.,y4.:•4H„1r�,,.�r.-lae..�r1.�.�...,..,nf,¢w...»•sv. n!• ,... ,. '�'"?e"`.-llRf ^,...�'" 71�'�'JP!'+�"`[�.R�!''*'."m""....�"'!RR',,�,.^„-, +,n••.rr:.,... nppel�'r-v.._... :,,: __. ..-...,,°�.'Tk7A°.'^°''!�E,7t� ",�T"._".,,y�_._..;yrSt':.,;'�m7`k, TOWN OF BARNSTABLE FERRY TERMINAL RECONSTRUCTION PUB. RD. STATE I FED. ND PRO%. N0. FISCAL SHEET 70TAL r DIV. NO. BEAR NO. SHEE73 MASS. FBD-OOS(003) 1995 8 46 UTILITY PLAN . `] y� 4LYY r -- Approxin'rote L:ne of Enistirng Deaamorr t500V with Tie -Rode to Exist- Bulk head 1 7t yJ4,400. - Exact i.ocation of Deadman and Tie-Rods to oee Deterrnined and Protectea by' r'o.nl'rootor I f • ! 400 t' LIMITS OF WORK FOR CONSTRUCTION ACTIVITIES BY OTHERS UNDER SEPERATE CONTRACT (G.L. CH.149) r PROPOSED STREET LIGHTS (BY OTHERS) ✓ % ., , I PROPOSED 2" FLEXIBLE SECTION PROPOSED FIRE ALARM PULL STATION ✓l , \ a _� ' i c OF PIPE AT HEAD DOLPHIN.. PROVIDE R CONNECTIONS A TRANSITIONS. , , PROPER CONNECT 0 S AND PROPOSED 2" COPPER WATER _ , - .__ _ _. .--- _.- a,____-''i:._:7,:_.. __ _-. --_-_rt'� J �:..__.�-_:Xr jFxs ._ _. - - __._._ - -------- -- -- ._.---_ `J.��.t N VICE SE EL (POTABLE) 01 _! _._ 6"INS_ n =-�-T-- .. O y V. - i ', v I• � �� r PROPOSE•$ 6 WPM SLEEVE TIEINTO, ISTING 6 !WATER r i. .ai �, i i cl '''� r 5?> r / PLUG END j ,I nle�, , I Jrcn PROPOSED STREET LIGHTS (BY OTHERS) FOR FUTUF�&?. EXTENSION PROP ED 6 GATE VALVE- AND -BOX1- !/ QPpS'ED 8"X6" REDUCER �iav�" i i r aI PROP. 8" D.I. WATER I � ' �' V C 1.7�'�•' ,._ i A'` _;-1 :h A e �. "_. -. ._.� __.._ . . ..-- - --rl _._ _. _.. �� / ' I � � i I ------ '- --- � y . --v - Engineers r .... >a.,.. to - l_1.aF: i I J��•T��L% Li �,i Corps - - { � y,-; 1 � _. __ �� �l 'v� _ /i �i�i,••S�' C r`` < i �"r i , ---} L f _ Federal r 1 a -iing Basin v . nd a v r -V -r '1 -----� �------- ' �- ;� �- ,, • ;i ; � ; - - -,- + � 4 - - - -- - � - - f jj'�'7� �� 1 �OE Maintained I) f� i� t�� i� � F' . 0 �I 1, ��' PROP 2"�-AIN BACK GATE VALVE AND CURB BOX � st PROP CONN. AT PLUG TO WATER SYSTEM GAS 4-- 9.T-;lROPOEE� d Eo PROP GATE VALVE & CURB BOXFUTbjA R 0r V. ;' S (BY OTHERS) f Pavir7q �� p �k . � I - 1�OPOSED' HbSE i i ;! . QN,C i i I _ f" I, _ ROP DRY HYDRANT & 4" D.I. PIPE i BIB ASSEMBLY -(;y- ll r -_ _ _r. PRO�'0 I , C \ k :: , , , � ". � 1'-_'�'_ .i _..-- - :•':i r FJ ...E:. -.,. .._'rr-�X-T '� - .. _x' '�-X�,.�--x - --k- ---x'- X- � f'` "'•-'`^_ \ 3 >S'/'�y. i`\ . EXISTING, 6" ' xl -:� j I ,��.,�C.I. WATER : U' ' --`` - 4 ROP S D 2" TYPE K" COPPER WATER t - j. -- �• — � _ — �.:� ��.- ,-fir • y� � j ? 0 E R o , i , _ F �_ � — — _ --_j �/_ �__ `\ SERVICE SSE (POTABLE) Tiv , �'���- / ' " LBi- i ,,\ \ E VESSELS _ I�. I + - P- i • : r PROPD H�SE - C-_ f =�'_� �/> _ OPO �8 - .I. .WOE�,6.� - _._ .-_._� I c PROPOSED TRENCH DRAIN ►. � 1! r _ --i.--- _ BIB AS EMBE (SEE GRADING AND .5� JL P��yer nC I j PR4 �"x8"x6".,TEo �/ PLAN) ` I Y � 'l ;F ,I a T --- r �i__1 I r C4 LEQEN� ' > - PROPOSED FIRE ALARM PULL STATION PROP D HO 7;�`j�i, '' ;%� ' - �` � . l PROPOSED CATCH BASIN, PROVIDE HOOD ON OVERFLOW PIPE AS NOTED i &B AS MBLY p , P _ _ Z j I / k' N _ _ - E _�, PROPOSED DRAIN MANHOLE • - PROPOSE A 1" PLASTIC%WATER 1 PROPOSED DMH ., 1' ;, ', :} ` _BOX <.. '- 1 ; - — — - PROPOSED 8" DIA. PERFORATED HDPE DRAINAGE PIPE (LEACHING) t SEE GRADING AND j ,, PR OS GAT AL - - - _ y - � �, ,. CJ ' T : { P N PIPE AIN PROPOSED 12. DIA. & 30 DIA. SOLID HDPE DRAINAGE _ -r= R AQE LA ) 1 ( ; 1 — co . ; — PROPOSED B ASSEMBLY ' y PROPOSED STREET LIGHTS SEE LIGHTING PLAN :7 1 R OSED CB X. � -- c `1! r I`- ` _I -GRADING D v _ _ L-f� 1 1 1 1 1 � GRAD _ AN 1 --- - - G v 1 - _ r^? • P N _ - `� ,. , LAN �- �--- _ � Rn7 .. ; V C ,\ ',\` \ •�L_I; ' :1 - 1-•--j__.,fir-fly ✓�^ J�/,'1 7,Q, it \ � i - _ --- ��:_. _.\ - �! -i_ ._ ._ _ _ '\\ - , �J�7 � {��..� `,i i. 1 w __1 - -t--`" a •`� E.k�sc ---, i F S I '! 1�SEE ELECTRICAL PLAN FOR STREET LIGHTING i � f 00 x n fe1v, !in .;% `B�e r D FIRE Z Leachte;a © - ALARM LAYOUTS 4 I + \ I J ] AN R E _ --{- � 1 � ,o„ �. J�' _ - r 1 1 1 _ �r..� -. �_. �- w i ,.,,,) :; ,.r'�-- - , .. _- ��; r`, � __ - -� � — � 1 � - •, ---'- _ ___ - P LE�CH-LINE I `�` _ •- � T-r _ h r 7 , z \ 7 7Ii ..1 f;, Pll"r'vn �A 1 �s �1 ; 1 ; 1 1 li y. ..� n t— -�`� (S -LADING AND I �, I ,' 1 i I' - ' PROPOSED HOSE <;} / P 0 b D H ll - _ - AGE N 1 •r , B P t'; �; . >.•�,t, I� I � , \ B ASSE 8LY IN T BI B, I 01 WCpf}/ F" - OI \ / ) r' - ' - - ' 1 1 1I , 4' 1 C� ! q J(7 ,fl ' �P/j �[9 BG��i ' I I I + �1=_ '.,I F IA a, ti , , ,1'i i "- I -' `•, `,\ `. 1, • ,,'':'fry _._ _ - -` •GY' -.- � �S __'---__._-___ _.----__ —_236.33' �- -� i L I RAIS�Gf3`6g+R5'i4®1 FINISH GRADE `�O»' �* ' - _- -y 1 _ERISTIIVC� i�rAfi IvtETEft-P+T ------_ - - PROP 1 "PAS �°' ! ? rn rn _. 4-� r: --- _-_.- u_ 2 Iry T ;ER T�I-• j 1, P4ASTIC \oFf1 � XISTI�G 2 WTE LINE CE METER PIT� O) CA v N N N 2 Pa0 0 N N IN POSED�� :01 l $fE -�= � �-� ,-- ..�.'> �.,Sin.�1� ` .?--`I�C•••- - __•,-_M__.T8"-9 Z A , _I- + / � P4 , pPOSED ING SLE , _.. --" I- �f'"Jr ----�;�;i ,a ! i 1 1�r 'I g'i:INTO EXISTIf i, -WAT ' ✓'CL w PAR P�S R D'� gg/o� EXISTING 6" C.I. WATER r _ 0 20 40 80 EXISTING STREETS TO BE PATCHED AT r� ° _ st.C117.. v>rrii/'% -� SCALE IN FEET m 0 , >�f/ rl,� PROPOSED UTILITY CROSSINGS. 3 u „ L o L c a p u Q i TOWN OF BARN STABLE FERRY TERMINAL RECONSTRUCTION ma mw MOW SIM Tom MASS. FOD-0005(0003) 1995 9 � SITE ELECTRICAL PLAN , 71 v. NOw�1C 4"FVC 3-400KLMtl. t i—' l MT M6 2 -1. 1'V G- CONO V I T TO' CUN TR AL T IL.1 VMI'T ttL�xnl3lJL CL7Nl'lUtT NS Rh�+JtKkD I WIKE TO a•ULL All ' ou+rtsT I ►t l_l_ i!\i :)nl POW i,IKE nv"tA \BULL. STnTIONt PARk IN C-r AREA LIGHTING FI X-f OKE SLNE DULE I'V {:- K V5 AC K TO, I> C 1 p - M U U 1Z E < �_at .__- � . _ -------- --------- ----------- -________---•�_______ _.____:._..__._--,=—___.__ .I� ,�.. � .- . __ - �,` -- -- __. 7 /ILL AN hNCT \� IVC,a I A S �;,. ,� L.• G' I'VL_ �,'�i 1 N V 11_ 4[hLl / - �•j" � _ _ D M ,S i- 4 c�(�1-1 NP 8 S 2 Z . YZ �•f_ �.1Mia'J L.IV .�`� C! , -a Vla 1�.•�_,Lt, SO ` - --_ 'IZ� LU � _.. _.__...-._ ' t 1 'r, .- �Z •: � ri1�E L I_ Dlr1 � F L f.) N H- - � ~ � I t�A, tC t � iT�A 1 i LfNrKf �;. AN Ls rl t 1 -� i 1 rl%M 1~ I'dT L-,. i C �. I- klUl3f��.Ll. qM F4UtJ' H 41'T81-XS- 52- FG 1 -AtiVIZ gGYuV -T3 O y. •. � t �._...� 1 S� Q TA loZU1 PC) - In �rC sE�NOT#.P 2- �„ �: ,� 4 P V „� _- - Z - `MCA L _ luC�i3XCLII Z.D11�S G 400 ►-1 t+f\v I glY U - — ��� ''� � e• Sit Z ' CL)m 1)► \ . l 5L�P S NU B A L>_ D fvw Fr_ tt• x v _ �'4 �\ti b 2-O - - � ! RT ea 1 fN D M S X 04001i 'ZLot 53 40?_4 L � K 1• R7d QL3f,1 I G SX `.._. �v-� t,,' v----I \ �''- - ----__ --__ - - ----------_------_-- -.._ __.______---_-• 'Z � , l It _ - - --- - \ f J __ ';'1 1 � ��— �\Y --�,t _._. _ ;.'.� '•� •`,.,, �I L,� �, ', . � - . I Ty k'1 C A L L 1 GI-i-T 1 N C7 U� '\1..E - t. 1 �\ Sf�L NOTE 54 - - - I. OIL) } i / Tynt� S.5 Ty N t S4 • _ . t I {1 TY E ? l ` tG -�- LOW V0LT# CAL CONDUIT S`J ':!TL IVX ! (C.,NTft0L- (SUIL'D%t4 TRANSI'Eloe a%zIUlc* EX►T eoo'T1i ' Q �,t='E/\Kr-K SEf.►^1vt)*,+; �.► SU1'` , PR�Mra►t`I SI-It' --•� �-- In r 5t' �,K cl� w� r -1 3� S �- - ITg I N.I. C. F I ALL «WC>•uaZ fSOLTS pNf� i3AS.k` VLAVES 4=tJt2.N l Si ii►] r'"/ ��� j POLE K\ANU FALTUV-L%4 �.- r',4r•- I � _ '?_ I O Lt1 L`-T E E4\S !! x121'UtVI] L�V.tir ' I' _ ,I CLASS C.1 �1 P YKit I N VC_ CAP - __._T- N. L, �I a LINE \ic1_TACTt (ONOU1-f Sy_ Ttrn Q ON '.� ►" Nv � � � DfXK SIDE PL\\IE�Z fh1TLET �VNiTt — _T- 1 13�t vG_ T1ZLiN F 1`IL t3R\D f;.E Exl T auuT K (SEE 1�tTAI L ) C1 )NZ V U L-- RLtYl -- I KI;F(� — ty( Z r I KLUE Plttrn, SL►P S�U�n10. SLIP i I- r I GKE.tN i p At N.T. I i Svc. II II 2' PV L 40 3 t 1 P. 2-1,PVC 4 r3 t 1 Ei ` 4' iwC 3-Acv14CMIL ► �4 ___. . --- - V - - 11 ---. I -- C4'1J��tvl' Lti E L I M NOCF ALL PV L SHALL ht SVwLIUULt BL). IIIY CAN �_ ---- I, - t- - - _I 14• � t �-4�� . �, • 20 40 • IN �N19 r a'ALt IN FEET _ �.�-r�tt�- . • G�-+a�Y�.n tic.T i 4" PSI CLASS C TOWN OF B A R N S TA B L E 2'-6" 5'-0" 2'-6" CEMENTENT CONCRETE SLOPE VARIES SAWCUT SEE ADING 2%) N (TYP.) 4"x4"-W2.9xW2.9 WWF BROOM FINISH SURFACE (TYPICALLY FERRY TERMINAL RECONSTRUCTION •• „ • •• 1'-0" 8 GRAVEL BORROW TYPE B ( ) PUB. RD. FISCAL SHEET TOTAL STATE FED. AID PROJ. N0. O %15 • .. + . +' t r : "+ ti + ,. YEAR NO. SHEETS 0 . _V•z . :.: ;, t .. .. ; ;. . :� ,• :,.: _. ' • ` ; ': • '� - MASS. FBD-005(003) 1995 10 46 Zv.Q COY`' , +: '' "r :� :.., . '` +.. , , . j :1 . :": ••�� }', , +. O .o•0 .0 0. o. o.0 . O,o.0 .0,o.0 •o, 0 SKO . • . • • • • • ° • • PAVEMENT DETAILS w ►� _ '� "' •�r+' ,' ':�' ."`'. . 1 1/2" BIT. PAVEMENT TOP COURSE 1 1 2" BIT. PAVEMENT TOP COURSE 0 O.o. O.o O.o.o o O.o. o. GO, 0.0.10.0. 0 6.0.6 0 6.0.0.o 0.0.0.0. o o• , " ti, r .. >'' 1 1/2 BIT. PAVEMENT BINDER COURSE 1 1/2" BIT. PAVEMENT BINDER COURSE % .6 . {. , i o'0 0'0 .0'0.0'9 .0 0 .o 0. 9. 0. 9. 0 .0 9 .0 0 Q. 0 .9 0 .0 9 .o .0 _0 0 .9 0 `. " =^4,�12-;MAX.' •rt � ,_- .1;1�'.M�+X;` :, _ 3" BIT. PAVEMENT BASE COURSE 0.O.6. O.o.O.o.O o. O.o:O.o O.o. O.o.o.o.ab. O.o .o 3 BIT. PAVEMENT BASE COURSEA; O .o.o.o.o. o.b. o. .f= w ;. r ; . RIABLE WIDTH NOTES: 4" DENSE GR�,DED CRUSHED STONE 4" DENSE GRADED CRUSHED STONE SUITABLE BEDDING 1. CONTROL JOINTS AND EXPANSION JOINTS FOR ALL CONCRETE TO BE IN ACCORDANCE WITH SECTION MATERIAL 700 OF MASS STANDARD SPECS FOR HIGHWAYS AND BRIDGES „ 8" GRAVEL 2. MAXIMUM CROSS SLOPE (3 1/16"/FT) VEL BORROW (TYPE B) 8" GRAVEL BORROW (TYPE B) 3. SCORING PATTERN TO BE SUBMITTED FOR REVIEW PRIOR TO PLACING OF CONCRETE 8 -0 6 -0 HIGH SIDE TRANSITION PJ.Ad LOW SIDE TRANSITION TYPICAL SECTION TYPICAL SECTION ALL PAVED AREAS EXCEPT LOTS A -I- B TRENCH PATCH DETAIL CONCRETE SIDEWALK - 8 FOOT WIDTH NOT TO SCALE NOT TO SCALE NOT TO SCALE CONTINUOUS #4 BARS 16" #4 BAR (TYP.) ELEVAMON 1/2" CHAMFER AT EACH CORNER (4) 1" CHAMFER (TYP) 2" X 4" KEY 3„ VERTICAL GRANITE CURB W SAW CUT EXISTING PAVEMENT 8' L16" # STIRRUP FOR 3" STREET)(TYPE VB) HANDICAP RAMP DETAIL " �PLEASENT �- SLOPE 3/16"/FT 6 REVEAL SCHOOL STREET) cD NOT TO SCALE 6" �- SLOPE 3/1 6" FT 4'-0" MIN. c.•; o.ao., o.oa.00. aoa : o . 000 .'000eo . 00 = C�0'C�0 06-66'0 -0o'C�o'C 60 66'6il 00'n0'(70'O.' 00 VERTICAL GRANITE CURB o °.c o.9,o.9.'0.9.o. o.°:o. o, o, o. o.�,o.?.g.a.0.P,o.I. � (TYPE VB) 8" COMPACTED GRAVEL 0 RIP-RAP SLOPE 0o 00 0o 00 0 0o 0o oo oo oo no oo ao 00 0.0.0 kMrK12rl RIP RAP SLOPE 6.. 9 9. P a .°. o. °. o, 5', o. 9. o, P. 6 '9 (TYP.) (TYP.) " D.6.10.0.0 .0. ., o.o. o.o.o.o.o.o. o.a.O.o.o.o. 6 REINFORCED CONCRETE SIDEWALK' 8 COMPACTED GRAVEL (TYP) -- ., a. . o. ..e. . .0 4" X 4" - W 2.9 X`, W 2.9 WWF o�. o .. o...o 6 REVEAL 6" REINFORCED CONCRETE SIDEWALK �.a: ..P o.P.0 ' � EXTEND 6" INTO CURB SEGMENT AND o.� o.�.o P.o �. 4" X 4" - W 2.9 X W 2.9 WWF rl m rl h n in 6" �-- � 6" -� TIE TO #4 REBAR 6 X 6 CHAMFER TYP 3" CLEAR TYP TOP COURSE ) EXTEND 6" INTO CURB SEGMENT AND TIE TO #4 REBAR #4 BAR (TYP.) WWF AND TIE TO #4 BAR VERTICAL GRANITE CURB W=4'-6', USE HES CONC. #4 STIRRUP AT 2' O.C. FOR SIDEWALK & CURB SEGMENT 3 CLEAR (TYPE VB) W > 6', USE CLASS 1 BIT CONC. GRANITE CURB DETAIL EXTEND s INTO SIDEWALK AND TIE TO WWF (TYP.) FOR EXISTING STREETS SECTION A-A SECTION B-B GRAVEL NOT TO SCALE 6" SIDEWALK/CURB DETAIL SIDEWALK/CURB/WALL DETAIL TOP COURSE B NOT TO SCALE NOT TO SCALE NOT TO SCALE BINDER • 8' (TYP) 8' (TYP) GRAVEL BASE COURSE NOTES PREPARED SUBGRADE - SIDEWALK AND CURB - #4 BARS RUN CONTINUOUSLY;' _ A #4 STIRRUP AT 2' O.C. EXCEPT WHERE WALL SEGMENT IS. SIDEWALK AND CURB - #4 BARS IN WALL RUN HORIZONTALLY • m FOR 7'-6"/ 3" COVER AT END. - USE LARGER STIRRUP AT EACH END AND 3 SPACED EVENLY (I.E. 1.88 FT. O.C.) 41 .. •. ' PITCH WALK TO SLOPE TO LAWN OR PAVED AREAS, AWAY FROM WALL AND WIDTH VARIES ." :. `,• WATERSIDE EDGE. .. MATCH EXIST. EWALK LOAM & SEED I 1 1/2 " CL---1 �-- -� f�-2" CL -SLOP VARIES TYP) 6" GRAVEL Li Q B A rn 0 BIT. OR CEMENT CONC. SW v #4 BAR AT EACH END (2) EXISTING GRADE .2 R N TR TI (2) #41"BARS AT TOP #4 BAR AT BOTTOM TOP: 1 1 2 CLASS I BIT. CONC. � BINDER: 2 1 2 CLASS I BIT. CONC. MINIMUM 6" GRAVEL BORROW (TYPE B) #4 BAR SPACED EVENLY (3) MONOLITHIC SIDEWALK/WALL DETAIL TYPICAL PAVEMENT SECTION ELEVATION VIEW PARKING AREAS A + B NOT TO SCALE NOT TO SCALE TOP EDGE LEVEL AND Z GROUND SMOOTH 8" DIA. Z m 0 LO DOME AND SMOOTHLY FINISH #4 ® 18" 00 o •.•, I o • PAINT WITH TWO COATS N RUSTOLEUM PRIMER AND 2 COATS LIGHT STANDARD WITH ANCHOR BOLTS SHALL BE RUSTOLEUM GALVANIZED PAINT SET BY THE LIGHT STANDARD ' ANCHOR BASE. (BY OTHERS) MANUFACTURERS RECOMMENDATIONS #4 ® 24" EACH WAY 10" EXPOSED BAND OF GROUND NEUTRAL 2 - #10 CABLES CLEAN GALVANIZED PIPE GROUNDING STUD C N 0 o iv 2" iv ;; `r PAINT WITH TWO COATS ! •. .e :�t RUSTOLEUM PRIMER AND 2 COATS -f- RUSTOLEUM GALVANIZED PAINT #4 ® 9" cif m /� /���/ /\//�' �/� III, A III 8" DIA. GALVANIZED STEEL PIPE FILLED \fir\\� �\�\�� • . . i./�� •/ /� t ::,..oo #5 ® 9 /i I f• • I l ^�, N L` �•: Iti co WITH 3000 PSI CEMENT CONCRETE ° cV y c� Z 2" STEEL SWEEP • ol SIDEWALK CONDUIT I .:I I= ° r ANCHOR BOLTS M GROUND LINE ' III :,III i NOTES " .. _ _ REST RETAINING WALL FOOTING ON FIRM NATURAL o N 1 X 40 LG. I i o �y���� //\��/ UNDISTURBED GRANULAR SOIL FREE FROM TOPSOIL SUBSOIL Z #6 - BARE �' �n ilI. :°J+ • :. � \/\ _z ' ORGANICS & CLAYS. MECHANICALLY COMPACT SUBSURFACE GROUND WIRE 1 I ... °� I • ••• ' IJ� •! . • •. • ,• \ 2 2" X 4" KEY BEFORE FORMING FOOTINGS rn rn rn I I I• �i ANCHOR BOLTS # : .. l 'r J 1. i� 1" 1bX 42" LG. Q ' Q Q O ' .• ° O Q O J +' orn rn orn CLASS "A" CEM. CONC. ° •' . %: . 6" COMPACTED GRAVEL BASE C' N N N MASONRY FOR CAST-IN- :• -PLACE CLASS "D" CEM. • • . N N N N CONC. FOR PRECAST. •. p \ \/ /\ \ d • in ZO 8 #4 HOOPS ` `� /\/ • �.• N I- a `" a• \/�///�/\ • • 24 DIA. CONC. FOOTING-3000 PSI _I `/ �/% F t < . •.Lij 4 A \/\ \/ J #5 018 TOP & BOT 11 � m 1" PLASTIC UL CONDUIT `L N \ \ \/ / 4 - #5 BARS . : a � • \ '� / \ = N I as >, 11 #4 HOOPS 5'-4" 10 No 3197Q v= m N > �� �FrS/ NAL�N�'\� 90 �CIST6Q`���� 3 ° ANCHOR BASE FOUNDATION 24 SITE RETAINING WALL DETAIL o U Q NOT TO SCALE TYPICAL SECTION BOLLARD DETAIL AT N.E. SIDE OF PARKING LOT NOT TO SCALE NOT TO SCALE 6071DETP 02-16-95NK i TOWN OF BARNSTABLE WOVEN WIRE ,FENCE (14/2 GA. 36 MIN. FENCE POST MAX. 6 MESH SPACING CAST BRONZE HOSE BIB FERRY TERMINAL RECONSTRUCTION MIN. ) F WITH KEY CONTROL VALVE PUB. RD. FISCAL SHEET TOTAL WITH FILTER CLOTH OVER 6,_0„ DIV. NO. STATE FED. AID PROJ. NO. YEAR NO. SHEETS HAYBALES—� 3" CHAMFER - MASS. FBD-OOS(003) 1995 11 46 20"MIN. 1 '-0" 4'-0" 1 '-0" FLOW UNDISTURBED 4"X4" PRESSURE TREATED POST MISCELLANEOUS DETAILS GROUND 9" — EMBED. FILTER CLOTH MIN. 8" INTO GROUND 16 MIN. 4 1/2" GALVANIZED STEEL PIPE STRAP MAINTAIN 1 FOOT FREEBOARD MAXIMUM SLOPE 3: 1 1" DIA. HOLE PE WATERLINE PLACE AND MAINTAIN CROSS SECTION CONCRETE BARRIER CONSTRUCTION NOTES FOR FABRICATED SILT FENCE 9" RECESS AND GROUT \ \ \ \ \ 2 N0. 4 BARS FLUSH WITH TOP ��� PLACE AND MAINTAIN PLACE AND MAINTAIN 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY POSTS: STEEL EITHER T or U 4' LONG 3 ���\/\/��//��������// ://�/�/\ FILTER FABRIC STAKED STRAW BALE TO FENCE POSTS WITH WIRE TIES OR STAPLES. TYPE OR 2" HARDWOOD 1" 2. FILTER CLOTH TO BE FASTENED SECURELY TO FENCE: WOVEN WIRE, 14 1/2 GA. SECURE AND MAINTAIN WOVEN WIRE FENCE WITH TIES SPACED EVERY 6" MAX. MESH OPENING ? , 24" AT TOP AND MID SECTION. 2 1 2" " = REMOVE EXISTING PAVEMENT _ _ 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN FILTER CLOTH: b EXCAVATE TO NATURAL EXISTING PAVEMENT EACH OTHER THEY SHALL BE OVERLAPPED BY MIRAFI 10OX, STABILINKA >. o. �. o• �. o."�. o. �. o'. �, o. P. o. . �. o. �. o. �. MATERIAL ' SIX INCHES AND FOLDED. T140N OR APPROVED EQUAL. BIT. CONCRETE PAVEMENT tO 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED PREFABRICATED UNIT: 7/8"O GALVANIZED ROD AND MATERIAL REMOVED WHEN "BULGES" DEVELOP GEOFAB, FILTER X, GRAVEL BASE IN THE SILT FENCE. ENVIROFENCE, OR APPROVED EQUAL. TYPICAL SECTION SILTATION CONTROL �* DEWATERING AREA CONCRETE WHEEL STOP NOT TO SCALE STRAWBALE DIKE AND SILT FENCE NOT To SCALE TYPICAL SECTION e NOT TO SCALE HOSE-BIB ASSEMBLY NOT TO SCALE STANDARD CASTIRON CONNECTION TO BE CATCH BASIN FRAME ACCEPTABLE TO LOCAL AND GRATE FIRE DEPARTMENT GRADE ADJUSTMENTS ARE „ 1 '` '`� '� ;!';•' ';-,�r-, 00 MADE WITH COURSES OF 2 x 2 x 3 ,�ti'= . APPROX. PROPERTY LINE PRECAST CONC. STAKES (TYP.) ,� ' '-`, ' � 'ram ' %� EROSION CONTROL o CONCRETE GRADE RINGS /A 1 \ SEDIMENT FENCE _ METER PIT 10 ~ . " HAYBALE � � L' 00 N '. PRECAST REINFORCED 0 DROP INLET RIM o I _ CONCRETE CONCENTRIC SORBENT REMOVEABLE TRAP - CONE SECTION I EXIST. CONC. WALL FLOW —� .;~ � y XV?, \ PILLOWS I I FRAME & COVER .. 1 WASHED , _ oo MIN. WT. 475 �� �,�,• ,. � Y�, STONE ALL JOINTS ARE TO BE CEMENT MARKED "WATER" >. -; ',��; `''I`1:t = MORTARED MORTAR SUCTION SCREEN r i _� BRICK SURFACE EL 9.7t O 0 i Q) N I I °0 2'-0„ O PLAN PRECAST REINFORCED I 2 -0 CONCRETE RING SECTIONS I I I Fi-+I (2) 2„x 2„x 3, CIO 6.5' - STAKES PER EROSION CONTROL 4'-0" '� INV -8.0' HAY A E SEDIMENT FENCE o - 5 CEMENT MORTAR GROUT - B L o FLOW _SHOCK 10 -10 4'-0" DIA. ABORBER 6" FIBERGLASS PIPE PRECAST REINFORCED ETER CONCRETE BASE INSTALLATION OF WATER' LINE o ;E:�- T E�: .:: - Z FROM STREET CONNECTION 3/4 BACKFLOW PREVENTER .0 in -1/2" THREADED PLUG DRAIN a'� WATERTO TCOMPANYER PIT Y BARNSTABLE 3/4" BRONZE STRAINER CK 12" MIN. COMPACTED ' 3/4" BRONZE UNION EXIST. SUBGRADE — • SCREENED GRAVEL 1-1/2" GATE VALVE METER TO BE FURNISHED BY TYPICAL DROP ,. , SECTION INLET\CATCH BASIN - (TYP.) THE BARNSTABLE WATER CO. -20 -20 CONC. PAD CATCH BASIN INLET EROSION CONTROL CATCH BASIN DETAIL DETAIL AT METER PIT DRY HYDRANT DETAIL 6 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE z Of T PAVEMENT z °° TIDE GATE rn Q) j 1-1/4" 00 o L 12" 1" CHAMFER :. a. .o. .a. .a. .o. ..o (TYP.) Z o :.o. :.a. ..o.. ..a . o � w ❑m❑m❑m❑m❑m❑ .. > aaaa ® a GEOTEXTILE FABRIC 0 o A ❑MEIMRm�m�m❑ A a `� "' • ' 3 #3 BARS ® B B 8 8 B ❑m❑m❑m❑m❑m❑ n 0 3/4" TO 1-1/2" — _ a a a 8 8 a I „ . O O.. O O O O � \ D / 3 BARS ® 12 ..� -. • .,r ..•, , o Ln WASHED STONE O�0 0 0OOOO N # . ❑ ❑ , _ 0000 OOo _ —�mE1mOmE1mC-lmO GROUND LINE : r 0 o Oo0 o a a e e a a o O O O O O O O EIMEIMRMEIMF 8 DIA. PERFORATED HDPE PIPE ALLL DIMENSIONS IrINTIINCHES E �• . • 2 #3 BARS O O ADS N-12 OR EQUALo a) 0O oO SO oO OO oO OO N o Oo Oo Oo Oo Oo Oo Oo 23-3 4" ' �': :.. . . . ... .-.. CLASS A n n O 00 00 00 00 00 00 o 0 0 �0) 0 / N 1 1/2" .:'•: CEMENT Wz° O CLEAR •.. • .�.. :.. CONCRETE : . . • . 4'-0" PLAN OF GRATE TYPE Bw 18" NOT TO SCALE FRONT ELEVATION TYPICAL LEACH TRENCH PIVOT N N N NOT TO SCALE RADIUS o END ELEVATION 1 1 1 37.50' TYPICAL DRAINAGE PIPE HEADWALL N N N 3/4" " NOT TO SCALE c z — — — 23-3 4 CAST IRON FRAME 3„ z � O „ TRENCH TRENCH a- � BEARING AREAS - SQUARE FEET 1-1/8 TYP. NOMINAL FITTING EXCAV. EXCAV. LJ O DIAMETER BEND I \ = 1 ,_ O„ PIPE 1 1/2:1 SLOPE 2:1 SLOPE 1 ,_ D„ U BRANCH r� oo DEPTH DIAM. DEPTH OF DEAD END 90' BEND 45' BEND SMALLER THAN 45' � I I FITTING OF TEE GREATER THAN 10' - -�{ F� 2-1/2" TYP. STEEL CUBIC � � ao s" 2 2 3 2 2 N - CUBIC CONCRETE STEEL CONCRETE 8" 4 4 5 3 2 --►) 1-1/4" "` FEET D L CU./YDS. LgS, L CU./YDS. LBS. FEET NOTES 29n 00 r yl ) A G. SG T J 43.75 30" 10'-6" 2.63 44 15'-0" 3.86 62 59.50 m m 1. ALL BENDS, TEE HYDRANTS AND DEAD ENDS SHALL BE BRACED WITH / -0 CONCRETE THRUST BLOCKS. SPIGOT BACK ti m SECTION A—A �� �o Q 0 2. BEARING AREA IS AREA OF CONCRETE IN CONTACT WITH WALL OF TRENCH=HxL. `�^� `�`'' 4 FOR 1 1/2:1 SLOPE SipNALEN .� Q THRUST BLOCK BEARING TABLE TIDE GATE GRATE TYPE B U NOT TO SCALE NOT TO SCALE 6 FOR 2:1 SLOPE Q NOT TO SCALE f•, rT2 2 .9�K TOWN OF BARNSTABLE {IhCs FOR <_ONTi�( L I�.I(-) F FERRY TERMINAL RECONSTRUCTION \ $TAX FM AD '1W NQ � 10TAL. 1� PAN EL N 4 F 1` S ��,� +,1��C-� E � N � J D 7D�\3P M,C. .7 1 �.U, L0 -;V 3� 4\\/ OIK Ila MASS. FBD-0005(0003) 1995 12 48 \v +Tl-1 G12,LI-t GL>n`:� ENLLL'U('CL 1✓EED THR,0 &JA LUCTS AN t P 1� r TRANSFER BRIDGE & f'�, �.+ �� �1'�N�� t �T1��1.�1"�1� I���• -_-' _...- � i FLCI�C)+� L1C-NTS TYPE - AN - SHORE POWER DETAILS O V/V< EI{ T16H7 SP SV ! TCN SU!.)AkE S]JCLA5S 2510 )TyPE F\N1/ t\1EMA A-. 2E2 FLOOD LIGHTS T Y1�E C - 3� DtSCL�iVI�F�T S\U1TLM -3�A3P ND FUSE NE►>`J� 4- X �� -t- ----. _ -_- — ---- ---- - NAV►&A'Ttr)N 66M TYVE " (3 Q 1]0',' LOCATED IN F1F:Ln -- DIrTA\1 L. ® + \VATER TI G1-1T [�-X CARLON i- NN 16 1 -L L� /1N[� 3 S�Uf\R.L M SUCK - 1-t00ST - -- r 0 ! I S I H RUT-TON N C�JNZ RO L , �i c:E - ij 7Xa L CZ- ST L P , N C Kt1 4-, 3 i 11 1 fit t+ C ! NYYMk (\Nl) CCNTi� t_ P9KNIr,1,1En AhU INSTALI_G -) F�-9 OT>•-•1EV S AND I„P\1C 3�10 , , �1 _ 1' PV C (n s 1 Z i 1 1-L GVMV1 ). � 1 BUCK- 1300S1 TP-AM \\I11='�F� TO 1N0< -EA5� V\0VNTlNCr UNIT � • VCLTA(ZTC TO S W KShTD R �M 2C)?,\,/ T Cb Z.30 V 3 +vh-T TV 15 f'.i- Rl1SSt.L � Tcai� 4" La W17k (,A5KET O>rS K- F 4 4 U 4 -Z5 L� ! �lU COMER . I KILL AtK MODS- D I V i v UnNU2�.r T\r.C-eC 1 ! ►. ± I I t t I I .t r 4 � L F '-- y i l!L" S S 1�)L- 5 i I �1laLE �/8,. t N I FLUG7 T� � Nrwt CrTt c)N . 1-LU - �J LV-Ti-A-T LtLs 11 T l 1 Ls _ — -T - I _..— - - , T_s i LI�1 IV �� XT;�Il _ ��11�- -T1Sr�11 - �-----� A t�l�© f7 LI L<1-\T NUKt .ic. L t.._ MV H (j4VUt1 -Zfa£�, L AWF-' MV K. 40CJ U .---•I 15 C, 1= C �IJ 1- U. T R1t 1� ('�t✓l_'�.: C,j L S u r LAMP • � II I : ' r� r) t_, GHTS i • ! - i T<,�j - _. I r .rw-•wwlV' I..M!.. .. ...4. ^ p•.+•ri.�.y'a rmV+l+y.._..+ww•^la"'i M•+Y--r •..•.c+r.rnawar.r. .+r:"....__....r.. +._.-..._..._......._.._R•.vY••_1M ..+-:.... w frw.r.Kf•}<"+f.... - T", • ^T'!n` TS^ ••.-"''- '_wr.•'+e+s„6,u'R1R•.w"-,YAr•Fa ...En-"' T1T'•fM.1fI r•.S '. -.1a.w.M-'M-w.. ,. . f { TOWN OF BARNSTABLE FERRY TERMINAL RECONSTRUCTION PM M r , OIV. N0. WAVE /tED. AD PROD. NO. WAR ft S*rm _ -- MASS. FBD-0005(0003) 1995 13 46 ►�i\'', t N �T LC:.T \.�1- 1-1 t C i_� - - (V I i. . r_ L r_ti f 1 i`nL_ N T \V I K i N C� _ _ PARKING ENTRANCE & EXIT CONTROL DETAILS } --- -- ----— — E _`- -- EEC i T C, !\ ' E LOT '.V:�D ., DMENSION (8) CAN= 9" 1 17' MIN. FROM r�r� 3#12 12 Pit f� �>t�vAc �M' __-_' - I O RIER 1 NOTC: _ CURB LINE W rt --_- ,l 3' (C) CJtTE D 115YAC SUPPLY IN GATE MUST NOT DROP BELOW �_ � �ENTRY LANE �� "'_-�"" g- 105Y W TH 14MP LOAD, I 1 I ( ��-/ O REIrER TO FORM N69L5 FOR INSTALLATION I I I I ri-A 8 OF ACi L-5 LDOPS. 10, CLOSING � �" Tom- 1d' 2«I � ban" `" IAOAt1011 fbM� 3 LOOP AUTOMOBILE TRAFFIC ONLY NO MOTORCYCLES CENT 6 I 1 4 I I © OR rpm 1 1 OR PEDESTRIANS. OF LAME I ® I 1' I I EXIT cm iK 1 t � 10' 1® ---DIMENSION A 2'--1-�2t..� � � 1 I I I I I 1 pp aMe n 1 CENTER 1 I I ® i it �°I - 1 O 1 ' L--{ ��---� OF LAl1£ _. EM t0 Io tl 8 I o0 + 6 ' 2 LANE o_ BARRIER GATE 1 ro I 1 C)j 1 1 I la 1 ` «�. at ouMw > L L__J I1svAc ' ACCESS G� ` READER PPLY- _- A^ _ SUPPLY 3'�' L -2'� i 1'4' 9' 17' MIN. 0 �� BARRIER GATE CURB FROM STREET CURB LINE r»-4-T ---_-_.----- ✓� ` o 3'6* 10' 2 TO V/JN E BARRIO 1 I OPlMAL 04 CDNT i� Gi otX - N �r CASE�ER ti00TH OATS ENTRY ARMING OR © I 16' tDOP ( 18 10' 4" N\IL S it%0 Dolt i of LLANE I FM WSPu CONDEI NTER 900 ® 1/f ClAS1Nti s I I CONDUIT Lops CLOSING LOOP CENTER Of } -- CENTER OF LAME g I TICKET 2' VALDATOR 6 t�NE - 21' �w swmv M VAo*IO AW FEE O COMPUTER f i , r ur rmmoo C011OUrf ` f 1 INTERFACE rt i S YACa K Ate► w r 4� �``w.. i103- � ® CURB OR GUARD RAIL Ur CONXXT ��0"pu 1• ►�V C 5- a 10 1 \ s 0 46 i EXIT LANE F_X1 T 13r.0TN '4 ►�v C a ¢ j t DOT LANE LC_�T I X 115V 10• BARRIER GATE - 80HZ �` BARRIER GATE - LL)T l� ' L N T +�, f-�tv L t � POWER --- -- -- -- CURS OR 2 OPENING 6 3/4"CONDUIT OB 3, GUARD RAIL 50 `SOP 0 �` 115V 601Q POWER CCO � 3/•t"COt�UR CLOSING LOOP IV. �J� 1� 1N L; 1-r 1 � l\LL CHAT 1=. _, 1'��l I L C . �:)tyT \IQ t T1�1c CENTER OF a. I_ 2' '` ` �I ' ` � \ L� ,�i" ' ! !':N \1 �' _.T 'N ;� i1(`i 1 � T1` '�7 1 r! i� t CLOSING LOOP � 1 CENTER OF �'� 5' 2' 1� �` LANE 3 4 �y p 6 �` ��2 1�2 CONDUIT CONDUIT 10' READER •��' 1�2� 10 'v CONDUIT OPTIONAL ! OP \ CENTER ING0 F LANE C'TYP. �v��2 CURB OR • SHOULD 8E LOCATED 17 FT. If IN. �' GUARD RAIL iROM STREET CURB UNE TO PROVIDE AMPLE TURNING RADIUS. ENTRY LANE • a I f -.•.c.. ..,_.:.......... . .__._. - _...._.._-. ..,------ -- ----__ . _._..___..-._ _ ._._ ...._._ - .... .... ..r..-...,,....... ........,......ram va'...,.. .. TOWN OF BAFNSTARLE } FERRY TERMINI AL RECOf ►R QE ,NT RA PU19. RO. SHEET TOTAL l!�1 E� �wTt{ ` - / M . NO. �FA7E FED. /il0 PROD. No. NO. SHEE�S Al U -- t - Landscape Piano, �reet orth + + _ � -- t g'�. _ F 4 . Pt,., �Via. -f U&IIA r- s-m + 5 &. t + Y- y lie 1 It t SE,F,D�D ' - ' 1 m _� 1 1 - - - i i + ! + 4EEtw i ! t I 1 Co I V - I 1_ �' ' i J �' 141 r + 06 Ar w t ; 1 �jj / , I , V -Q — ♦ l 1 + o a f 1 " _ I m i 0 5 10 20 m D _ _ _- --- G 1�•1 �I ul! J�� I FED GF IY�1t,L-TIEDp 3 PLEASANT STREET : . o ) 0- SCALE; IN FEET a U Q t TOWN OF BARNSTABLE FERRY TERMINAL RECO�!STRUCTION PUB. R0. STAl6 fEO !' FtSGL SHEET TOTAL\ DIV NO. .fiAP NO. SHEETS AID PftOJ. N0.. \ � MzT rgp-0008 I000 1995 15 46 Landscape Plan: Pleasant Street South i l _ 0 pic i00. ai I ' n00 o + t I! SEEr � y z -� CD i I i i I + i i t r 4. r I i o i f I l -- �8 . d ���. 55 / I X ; o z , r t I I ! {, I 4- 1 o ; . G . G . o� EXIT F� Cf I + ' ! f ! i ! t BOOTH • I � i I ' � �2 � �, �� I tS+=a�1.�•.f.�` I�! ., � YR/�wNl L�f�'�r Gam. � � ; + , IL. Gg'1:74 , - P ii 1 , I ' I `'�! � i f ` 1I1II r __�•. U(�R� � _ fl I • -4.- - ..i ♦ 1. t .. � y .4 _ ` �. .t ;_.. }. {. .' ' _..f_ * t .. 1 I -. T / .r _ r _ _ t. r +. .'.-. �• ♦ a a — ,---�-` - --.'. __..—_f --_ _. .. ; .. � ' ♦ J y } ; _ _. � � • �. i ...:. --0-- -4 - -�.-----: - - t . i + . _.__.. -} t 4- . + -_..+- --+--- t + + + t-- --� - - -i- --- t- + t +- T F r - - �- - T �_-0-+ -+• •_ i o- t r t t t - t t + + r t + t + + t - - �, t 2� J�1. , G c�. --- l ��',F�• . G ,'�, 1 rr - I 0 Y � z . GSSco PLEASANT STREET o 5 Ia 20,0 j�)- CD a s a in U Q • SCALE IN FEET TOWN OF BARNSTABLE FERRY TERMINAL RECONSTRUCTION PUB, R0. FISCAL SHEET TOTAL DIV. NO. STATE FED. AID PROJ. N0. YEAR NO. SHEETS MASS. P80-0003 t08V1 1995 1A 46 Z NE5(41c 3'� Ex�� r� s Landscape Plan: South Street Entrance TeX- -- - c -+ + 1 1 * f + --- t = -- ----- -- - - i �G• Pl,� , 18 I.oITZ� C- 5c�. 20 or Cc4 ,�(ui�J(� kl I L K&ri .1e, U Y t-T- UX, C. IFS I r + , + CI I ; 1 CONTROL ' BOOTII m o M� r--j TI L rc J G,r2_ -- - _ b k. F C cam. o _ 5. a I + i J l i I I 11> Iwx.��1E.� { S J 1�. Gra1.G 6 c�. -- E lY�vlGt�Ep PEA I _. LA 1 I i L + i t � T _y J►J. �t7, C 30�. (� ul. TZe). G 0 5 10 20 c p 1 W > i 1 , SCALE IN FEET o W Q- in U Q �� TOWN OF BARNSTABLE FERRY TERMINAL RECONSTRUCTION PIA. RD. STATE FED, AID PRO. NQ FISCAL :MEET TOTAL \ pV No. YEAR NO. SHEETS LhiOc� � 5 ! �11�•-'' MASS. 1995 48 r =•�=�`` Landscape Plan: Key, Details and List „ PLAT .L,IST': AL MW fw�a o `g �a+`' �tl �. — -_ -_ . AC PLC 33 Acer -platanoide Norway Ma le *3-3.5" Cal ' - � � -- - �� co a is columnar y P . �-_� _ - Cal t= l usn r d a+�wP 14<.�w q _ _-__._. ___. _.____ ----- - AC PLT 3'7 Aaer plat. "8ua�arshade" Suasershade Norway Map *3 3.5" . � feaxa awl,' ' CT DIV 20 Cotoneasteer divaricata spreading Cotonsasteer 5 Cal . CT SRp 14 Cotan!#�►ater salie. repandens Spread. willow Coton. 3 Gal. #y LCP 5 Hydrangea' coerulea "Laceeap't Laeecap Hydrangea 1S/24" Bice Ite OP? 15i Ilex Op�rca (female) r can Ho 81 B r- Ilex (sale) * 8 Bib w&X • L tek* OPM 4 opaos t American Holly �/ IL Y Jose Juniper 3 Gal. \ J!I CSJ 184 Jupiperus'.cAin "San Jose" San pe JN HSH''lo8� suniperus horiz "Bar Harbor" Bar Harbor Juniper 3 Gal . ;;•.: JN Ppy 20- , Juniperus• pfitzeriana virgins Green Pfitzer Juniper 5 Gal. ��:: �. - Typical Holly / Spruce--Installation - -y KO A1U► 32., lcolkwitsia asabilis Beauty Bush 7 Gal. LG AMR 238 Ligustrw aaureusse 1►awr privet 7 Gal . 1,0 TZB 69 '� • Laiioera tatariaa zabelli, � 8abslli Honeysuckle 7 Gal. .... - • ---__-_-- PY-P(�L 17 Picea ptimgens glauCA Colorado Blu® Spruce *? 8 7- ,C� T ` Po f'AB as Fotenti l la f rut. hbbottswood ` llbbottsv�ood Fotenti 11 a 3 Gal . SCf�OOL f'Ub�/C — 3,3141&& ) S/R- Z-/ "/�` RO RUR 4b Rosa svgosa rubs Pink Rugosa 'Rose 3 Gal . / .�`_r , Sp a" 20 Spirea buaalda 'tenth. . Mate:rer Anthony waterer Spires 3 Cal . SP 'VHR' 7 SQi;tea x ,Vatthouteii var�houte,i i Spirea 7 Gal. gopt�ora ;japonica "R gist" Regent Pagoda Tree *3/3.5" Cal SO AR e4 Dendtoz natched specisens r,squirod NOTU boo to:-a �- I / � '/:i '; �-'''r LV�1 t1/� �Chlos', Q= pine bark 1IEU1Ch. VIA `V `1 2{ .Ali- de0uha qs .tv a &WW. two inch"wipes to triple staked as per ■L �7�Ml1,at. o#1 w�iCb see �'� '_ t 1 1. • .1..{. •. 1' f......`; ./. a \ , iaal Trijo detail " ical Hol ly / i r --$-- - - -• 1. All hol l i es and apruc+ s to kw► staked as pent TYP 40 •- _ d,�rtaf Shrub. Instal laLicn" I . , 4 ,iill sh*tom► to be pit planted as per '3'3FF • f • S. o PLA N: PE P"LANDSCAPE - ND C i 1 SEE LA f / f r 1 I ; i. o i I - i Y i i i t / h aT i t • i ,r y f 'l i. . r t C , A. ir M o ' - 2 b o m _..J ! { 1 'I r } f. i t 1/ ' - _ _. _ -" ''�' .,a1�J�/� ! . - '. i 1 1 � ? � � o � i �'( al � ' ,--- ..,,.,,,� j l i �.• - .- �j•'1 � [� rr�Y- - # _ f , PS _ Typical 'Free Installation . fit , � • , _ _ - • 1 -- - - - P CD PLEAS STR �-F T� .�:rS++Rca .y, j .• _ . - .. ��, , fill llSC� forflu - _ - ' 4'tarty tr�kn _ 64�f 1. iC11.G�ICU.P� A. 7,7 EA 5 _ ', Typical Shrub Installation . — --- 1" =40 �, ;, 1 0 20 40 so ,, SCALE IN FEET y, m .D ` m v u� l d) > -C a n Q i TOWN OF BARNSTABLE 1 PROPOSED TIMBER PIER N ; FERRY TERMINAL RECONSTRUCTION 1 SEE SHEET 37 OF 46 1 ; Nmuiv PUB. RD. FISCAL SHEET T0TAL ' W. NO. 0 !� STATE FED. ND PROD. NO. YEAR NO. SHEETS • 1 , �sTE *t 1 PROPOSED CONCRETE APPROACH MASS. FBD-005(003) 1995 18 46 1 ' DOLPHIN (TYP) PROPOSED PIER LAYO U T i1�--- FACE OF EXISTING STEEL SEE SHEET 21 OF 46 SHEET PILE BULKHEAD PROPOSED CONCRETE PIER & ELECTRICAL PLAN 1 STA 0-33 1 P SEE SHEET 22 OF 46 / PROPERTY LINE i 1 PROPOSED CONCRETE PIER I ( DOLPHIN / i 1 SEE SHEET 21 OF 46 / 1 R.R. SPIKE SET 1 ° ° ° � / 1 1+00 N 0+50 N STA 0+00 1 1+00 S 2+00 S 344 S i PASSENGER PAVIUON NORTH-SOUTH BASELINE I NO IN CONTRACT 4 l 4 1 0' i CONCRETE BERTHING CAP / O O O 1 i ! ``, `•- ' SEE SHEET 21 OF 46 / ` `` � 5 2}2 NE `` 5t P s / i OvR �p OF p�E CURB OPENING FOR / 1 `, GON RS\OE��E f PASSENGER RAMP ACCESS00 / ELECTRICAL CONDUIT (TYP) SEE DECK DETAIL ,rbA / SHEET 35 OF 46 gil► 1 / ELECTRICAL PULL/JUNCTION BOX W �� SET FLUSH W/DECK (TYP) `-�`�P p• / 6 PROPOSED TERMINAL BUILDING �� FUxiBLE ELECTRICAL CONDUIT AND WATER PIPE 5(/► Z' PPS` - Of ZSERVICE TO PASS WATER do POWER ORf.� Z '+' ROUGH SERVICE UNIT 0 O ULKHEAD CAP EXPOSED WATER + Q EE DETAIL I do ELECTRICAL ,gyp O C ` TRANSFER I CONDUIT ATTACHED SIB �} Q 18�29 POWER SERVICE (IDGE TO WALL / UNIT (n - CONDUIT FOR BRIDGE UGHTS APPROX. CHANNEL UNE 1 PROPOSED CONCRETE APPROACH DOLPHIN (TYP) w 1 PROPOSED SEE SHEET 21 OF CONCRETE HEAD 1 Z O� PROPOSED TRANSFER DOLPHIN 1 S'� BRIDGE SEE SHEET 21 ,017 46 SEE SHEET 42 OF 46 I FDA I 1 CUT OUT OF BULKHEAD i SIN I f FOR TRANSFER BRIDGE I i SEE SHEET 25 OF 46 1 PROPOSED BULKHEAD CAP : J18 BOOM W/ 1000 LBS. 1 SEE SHEET 29 OF 46 2'•-� �+- CAPACITY AT 10' RADIUS 1 I � jUMIT OF PROPOSED �1 RIPRAP SLOPE CONCRETE PIER SEE SHEET 19 OF 46 EL +13.89' TIMBER SCREEN '•+ I TIMBER PIER EXISTING TIMBER DOLPHIN (TYP) BERTHING CAP :., EL +5.80 NOTE: �0'� EL +3.0' # po ALL ELEVATION BASED ON �yannis NGVD ( 1929 = 0.0' MEAN HIGH WATER + 1 .9' Inner Harbor E EXISTING FERRY SLIP 0.0' (NGVD 1929) PLAN rA-�� SECTION SCALE: 1/lsr=1'-0" 18 18 SCALE: 1/8"=1'—Or MEAN LOW WATER - 1 .4' C-3 1/160 1' REFERENCE ELEVATIONS 16' 1r 8' 4' 0 16' 3r ,>t SCALE IN FEET E �P � PAP 1/8"=1 8' 6' V 2' 0 e' 16' SCALE IN FEET I TOWN OF BARNSTABLE FERRY TERMINAL . RECONSTRUCTION %W TOTAL EXISTING PIER .��M0.� y OQI. t 0 �1E FED. AID M. ft 1� NO. SHEM t fly MASS. F80-005(003) 1995 19 46 e0y � E 4 DREDGING RIPRAP PLAN EXTEND TOP OF NEW RIPRAP TO LIMIT of APPROXIMATE LIMIT PROPOSED TIMBER PIER — j 10 OF DREDGING Cb S b B a RI RAP — SEE ETAIL r 4� / LEGEND V6 / v � —� EXISTING CONTOURS IN FEET. s L FERRY SLIP BASEUN • PROPOSED EXTEND .,. _. •-• ._ — -•a � ED FERRY FACT UTY : NEW RIPRAP TO EXISTING RIPRAP ..16 ...��.__' . . . ' CHANNEL LINE I , EXISTING �••�" TRANSFER EXt5TaNG RIPRAP BRIDGE do PIER .10 APWOxwTE UMft� OF DREDGING. '-14 } o CONTOURS' SHOWN IN FEET BELOW �NGV� 19 9 —0.0 N --- ( 2 ) G B DO HIN (TYP) 20 G FERRY SUP EXI ----�_ APPROXIMATE LIMITS F U.S. ARMY RP. ? OF ENGINEERING ERAL CHANNEL l' —1 CONTROLUNG 0.5 NGW DREDGING PLAN SCALE. I'-40'--d O PROPOSED PAVEMENT PILE CAP AND PILES.. OF PROPOSED: PIER ' j EL +6.5' SEE DETAIL B �� / /T_ ^ _T — �Qjo WA 19�19 EL +4.0?OP OF RIPRAP f I EXISTING MUDUNE DREDGE LIMITS i f • I f EXISTING SHEET PILE • BULKHEAD +10 1 EL 0.0' (NGVD) • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / * , , ,. . . . . . . : : : : : : : : . . . . . . . I . . . . . . . . 1 RIPRAP . . . . . . . . . . . 2' MIN. . . . . . . . . . . . . . . . 4. 2. 1. 0 0 . . . . . . . . . . . . . . . . . . .1.•5: . . . . . • . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . SCALE IN FEET . . . . . . . . . . . . . : : . . . . . . : MODIFIED ROCK FILL/ UNE 1 =10' EXIS NG MU —10 UNDERlAYER `STONE — — -- — �VARIES 10' 51 0 10• 20' 4' H PILE BULKH . . . . . . . . . III III— I I—III DREDGED MUDUNE STEEL SHEET 1 . SCALE IN FEET . . . . . . . . . . . . . . . . . . . . . 1 MIN , I 1 1"=40' —20 0, 10'S 20'S 30'S 401S 50'S 60'S 70'S —' ' �,-; 40 20 0 40• ao• SCALE IN FEET A SECTIONKB TYPICAL SECTION 0 RIPRAP • 19 19 SCALE: 1' 10' 19 19 SCALE: TOWN OF BARNSTABLE ° : : : : : : : : : : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FERRY TERMINAL RECONSTRUCTION . . . . . . . RRY: SLIP: ElJNE. . . . . . . . . . . . . . DREDGE LIMITS: . . . . EXISTIN iklo INE . . . . . . . : : : : . . . . . . .. : : : : : : : : : : : : : : . . . . . . . : : : : : : : : : : : : : : . . . . . : : : . : . . . . . . . . . . . . . . : : : : : : : : : . : : : : : : : : . . : . ; : : : : : : : : : . : : : : : : . : : RQ�fT DN. NCO. STATE FED. AID PROD. NO. y� SETTS . . . . . . . . : : : : : : : : . ' . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . : : : . . . . : : : : : : : : : : : : : : : _ MASS. FBD-005(003) 1995 20 46 —10 . . . . . . . . . . . . . . : . . . . . . . . . . . . : . : : : : : : : : : : : : : : : : : : : : : : : : : : : : ' : : : : : : : ; : : : : : : : : : : : : : : : . : : : : : : : : : : : : : : : : : : : : : : : : : : . . . : ....I.. : : : : : : : . . . . . : : : : : DREDGE PROFILES -20 100'E 90'E 80'E 70'E 60'E 50'E 40'E 30'E 20'E 1 WE 0' 10'W 20'W 301W 40'W 50'W 60'W 70'W 80'W 901W 1001W 1106W w A SECTION 19 20 SCALE: 1 o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1STIlVQ . . . I. . . . . . . . . . I . . . . . . . . . . . . . . . . FERRY SLIP BASELINE . . . . . . . . . . . . . . . : : : : . . . . . . . . : : : : : : :DREDGE . MITS: : : : : . . . : : : : : : . : : : : ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . —10 . . . . . . . . . . . . . . . . . : : . . : : . . . . . . . . . : : : . . . . . . . . . . . . . . . . . . . . : : . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . ` —20 80'E 70'E 60'E 50'E 40'E 30'E 20'E 1WE o' 10'W 20'W 301W 40'W 50'W 601W 70'W i B SECTION 19 2 0 SCALE: I'-10' NOTE: ° PROFILES ARE SHOWN IN FEET . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . BELOW NGVD(1929) = 0.0'. f . . . . . . . . . . . . . . . . . . . . . . . EXIS G :MUDLIN : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : . . . . . . . . . . . . . . . . . . . . . . RY SLIP . . . LiN� : : : : : : : : : : : : : : : : : : : : : : . . . . . . . : : : : : : : : . : . . . . . . . . : . . . . . : : : : . . . . . . . . . . . . . . . . : : : : : : : : : : : : : : : GE: LIMIT : : : : : : : : : : : : : : : : : : : : : : : : -10 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -20 90'E 80'E 70'E 60'E 50'E 40'E 30'E 20'E 1 WE 0' 10'W 20'W 301W 40'W 50'W 60'W 70'W Ko"C SECTION 19 20 SCALE: 1"=10' ' ° . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . : : . . . . . . . . . . . . . . . . . : : : : : : : : : : : : : : : : : : : : : : : : : : : . . . . . . . . . . : : . . . . . . . . : : : : : : : : : : : : : : : : : : : : : . .... . . : FERRY -.SLIP :BRSEUNE QREDGE EXISTIN . MMMINE . : . . . . : ' : . . . . . . . . . . . : ' : : : : : : : : . : : . : : : . . . . : : : : : : : : : : : : : : : : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : : . . . . . . . . . . . . . . . . . . . : : I . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : : . . . . . . —20 190'E 180'E 170'E 160'E 150'E 140'E 130'E 120'E 110'E 100'E 90'E WE 70'E 60'E 50'E 40'E 30'E 20'E 10'E 0' 10'W 20'W 30'W' 40'W 50'W p SECTION 19 20 SCALE: 1"=10' ,t : : : . ' : .EXIST.. MUOLI. . . : . . . . . . : : : . . : : : : : : : . : . . . ... SLCP_ 1�AU 11NE : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : D R[?GE :UMITS : : : : : : : : : : : : : : : : : : : : : : : : : : : : ; : : : : : —10 : : : : : : : : : : : : : : : : : : : : : . : : : : : : : : : . . . . . . . I . . . . . . . : —20 , 190'E 180'E 170'E 160'E 150'E 140'E 130'E 120'E 11 WE 100'E 90'E 80'E 70'E 60'E 50'E 40'E 30'E 20'E 10'E 0' 10'W 20'W 30'W 40'W' E SECTION 19 20 SCALE: t"=to' o . . . . . . . . . . . . o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : . ' . . . EX STING ;Ml1QLl E: ' : : : : : . . . . : DREDGE :LI ITS. . . . . . . . . . : : : : : : FERRY SUP :BASEU E : : : : : : : : . . . . . . . . . . . . . . . . . : " : : : : : : : ' . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . :EXISTI G: 1AUDLINIE FER S1.tP �4SE: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . ­ ­ ­ ' ­/ —10 . . . . . . . . . —10 . . . . . . . . : : 1 : ' . . . . . . . . . /* : : : : : . . . . . . . : . : . . . . . . . . . . . . : : " . . . . . . . . . . . . . . . . . . 1 =10' -20IllIll -20 10, 5' 0 10' 20' 120'E 1 10'E 100'E 90'E 80'E 70'E 60'E 50'E 40'E 30'E 20'E I WE 0' 10'W WE 70'E 60'E 50'E 40'E 30'E 20'E 1 WE 0' 10'W 20'W SCALE IN FEET F SECTION G SECTION 9 2 0 SCALE., SCALE: 1"=10' 19 20 : 1'=t o' �i APPROACH DOLPHIN I�D � TOWN OF BARN STABLE SEE ,� , FERRY TERMINAL RECONSTRUCTION PUID. RD. STATE FED. AID PROD. NO. FISCAL SPIFFY TOTAL 21 21 DIV. NO. YEAR NO. SHEETS 0 MASS. FBD-005(003) 1995 21 46. FACE OF EXISTING STEEL CQ,•3 916 CONCRETE HEAD DOLPHIN, APPROACH DOLPHIN , SHEET PILE' BULKHEAD PIER DOLPHIN, BERTHING CAP -- PILE/PILE CAP LOCATION PLAN PIER DOLPHIN SEE d r o 21 21 181_pr d d GQ �2 9 q. 2•-4. 2 _4. 0 1 4'-1� 0 1 J 1'-2" r"?- 90 DOLPHIN ONLY. WEST DOLPHIN o �: CORNER IS SQUARE BERTHING CAP o O GQ,10 w SEE E 0 e; -5*52 O O 2121 0 p o ,9 w GP N. in o �• k�3 5 NOTE: �\ 3 1. PILE LOCATIONS SHOWN O V Q t 0 p o 8 AT ELEVATION +0.0 o G r? �` SuP 0 2. FOR REINFORCING y o 1w fl R( 2�$ }� SEE DETAIL B CP-3 p o �1 wP 3 C2'- -4"` 4'-8" 4'-� 2 _4• G ,- 11 -T 21 23 HEAD DOLPHIN (TYP) O > �? �` 2}5,40 91-30 �6 9� 1,C� \ 3'-6"SEE A o GP o k�5 3•-60 3,-T T w w 2 \ 3'-Cr 21 21 p '''- k20 10 ,h N o 2 ��' 2 I A PLAN-HEAD DOLPHIN O GQ o `,► V V 1 21 SCALE: 1/1�' i•-do o VQ~ *• 2kOp NOTE: :♦ NOTE:, o 1ti4 }Sap Ilk 1. ALE LOCATIONS SHOWN b 1. PILE LOCATIONS SHOWN I O 1 ELEVATION +2.0 P) AT ELEVATION �.5 2 SEE DETAIL REINFORCING 2. FOR REINFORCING 30' L SEE DUAILJ L30' 1.159 �! rB CP-11 do -CP-12 21 23 �23 CP-1, . CP 3 1 kp6 & -1 6R .� o fy CP,3 B PLAN PIER DOLPHIN C PLAN APPROACH DOLPHIN \ /9 o ` 21 21 SCALE: 1/I��1••-�' �121 �: 1lg'=t►�ISr 0 CP\2 0 APPROACH DOLPHIN SEE �21' A C �21 CP_ 16"t X .375 WALL 1 LEGEND ° � PILE M STA 2+50 STATIONS IN FEET 5/16 PILE EMBEDMENT: t""- "' --► j""-'--- i'-r FOR DOLPHINS I I \ \ 0 16"4 STEEL VERTICAL PIPE PILE PLAN -- -- , m , = AND BERTHING CAP, 1 I \ \ Sr FOR WEST BRIDGE CAP, I I \ \16"0 STEEL BATTER PIPE PILE SCALE: 1/16"=1'-0" 12" FOR ALL OTHER I I \ \ CP-1♦ CONTROL POINT DESIGNATION w 1 If WALL STEEL PILE CAPS I I \ \ BACKER RING' BATTER PILE CAST STEEL VERTICAL PIPE PILE POINT SECTION SECTION PILE POINT DETAIL PILE SPLICE DETAIL PILE EMBEDMENT DETAIL SCALE: 3/r 1'-(r NOTES: 1.) ATTER PILES DRIVEN WITH 7 (V�ERT ) ON 5' (H R Z.) BATTER D PILE DETAILS 2.) FOR PILE POINT, SPLICE AND EMBEDMENT SEE DETAIL SEE BERTHING CAP F 2 21 SCALE: 3/4' 1'-0' rD TYPICAL PILE LAYOUT 21 5'-Or 5'-Cr 0 0 o 10 o I O o o o ; O 0 0 o O O o 0 0t a CP-6 CP-7 CP-8 CP-9 CP-10 o I I AN 0 90' - - - - - - - - - -� 0 ,5 66.5 b _ POINT CONTROL cP 127'-5 1 2' ti5 ' b s NOTE: E PLAN-BERTHING CAP F BERTHING CAP TYPICAL PILE LAYOUT 1. PILE LOCATIONS SHOWN 21 �21 SCALE: 1/16'=1'-Cr 21 21 $GALE: 3/16ra1'-(f AT ELEVATION +3.01 . s 3/4" 1'-0" 16' 12' 6' 4' 0 16, 32' 8' 4' 2' 0 4' 8' S' 6' 4' 2' 0 S. 16, 1' 6' 0 1' 3' SCALE IN FEET SCALE IN FEET SCALE IN FEET SCALE IN FEET TOWN OF BARNSTABLE FERRY TERMINAL RECONSTRUCTION 1 10 M M.DN. N0. STATE FED. AID PROD. W. nSCAL YEAR NO SHEETS 1 �aTE 1 t MASS. FBD-005(003) 1995 22 46 FACE OF EXISTING STEEL CONCRETE PIER- PILE/PILE CAP PLAN � PROPERTY LINE SHEET PILE BULKHEAD / FACE OF EXISTING STEEL CP-28 !! SHEET PILE BULKHEAD ' AT PROPERTY LINE 1 PROPOSED CONCRETE iv //! 71 BULKHEAD CAP SEE DETAIL THIS SHEET O { co P 0-010 1 ' STAIR 4 O O b, 4'-d // b N •� CAP SUPPORT .M• SEE O O O 17 Zo 1 ,om o P 25 CP-14-- _d io � .� � C � so / 1 ° � o � � 1 ° \c,� / NOTE: _ I % / CP-16 p y O 'P�23 gpc, O -�! (� b 1. PILE LOCATIONS SHOWN 3,_4. 4' —4 1 O �° \ SL1p // is AT ELEVATION .+5.00' 1 0 o 6'-Or 6r—d j o �° p ' wa 3 NOTE: 2'-d l i o'-d r-d EAST BRIDGE CAP 1. PILE LOCATIONS SHOWN 14'—d SCALE: 1 8" 1'—(" 1 p p �(P�20 ; w AT ELEVATION +3.17' p Gp19 u/ N 1 p ° P,�a w w eke BRIDGE ABUTMENT �1 SCALE: 1 f8" 1 -d CP-15— 2' 1 ° N 0 , — s�P 2koo LEGEND 1 1 p o ° �k�0 STA 2+50 STATIONS IN FEET �}—�-- 1 I { �+ 1 Q.-1g kip O 1 erO STEEL VERTICAL PIPE PILE NOTE: Z . 1 1 ° w EAST BRIDGE CAP ��r`� A 16'• STEEL BATTER PIPE PILE 1. PILE LOCATIONS SHOWN 1 o Okag. 0�9�` 0 65 SEE DETAIL THIS SHEET SAP O CCP-29 �k9 CP-14 AT ELEVATION +'5.00' it CP-2p a2g 0 + CONTROL POINT DESIGNATION 24 - 1 Ok Cp ° Q - REIhIFN6 QETNLS WEST BRIDGE CAP Gp1A 1 P } NOTE: � .SCALE: 1/g' 1.) ALL BATTER PILES DRIVEN WITH 0 1 WEST BRIDGE CAP PLAN I 1 -// SEE DETAIL THIS SHEET 5/12 BATTER 1 SCALE: 1/16"=1'-d 2.) FOR PILE POINT, SPLICE AND BRIDGE ABUTMENT 1 EMBEDMENT SEE DETAIL SEE DETAIL THIS SHEET 1 `,+ $'-d 8'--d: $'-0" T—I' ' T—I�` T-g' 8'—Qr' $'-0" 8'—d 2'—Or' D 1 ''' b � CP-29 `��,► 1 0 0 p 0 0 y 0 0 .. O; 0 5-1 1/4 N CP-27 uu 1 �) lk BESET PU 1 AND PROPOSED BULKHEAD GAP "1 CAP #1 NOTE: '.� LOWER CAP I).' PILE LOCATIONS SHOWN AT ELEVATION +5.17' 04 I 1'-1 1/2' b N LOWER CAP 10 P) 2'-6•io I }� UPPER CAP 2'-6' "� , ►' I CONCRETE BULKHEAD CAP i 1I SEE DETAIL , '' ( 2'-6" �, o CP-28 UPPER CAP kk BATTER PILE E CAP ill ONLY BATTER PILE CAP #6 ONLY i ii NOTE: Ii „ 1., 10 j I 1. ALIGN BULKHEAD AT CP-27 do CP-28 C-4 b 2'_6" I I = ( ao i WITH CENTER OF CAP. I o ip I I ' '+ CONSTRUCT THE CAP IN A STRAIGHT LINE FROM THE CONTROL POINTS T i� J� 2. BULKHEAD CAP CONSTRUCTION SIMILAR ON PORTION OF BULKHEAD WEST OF 1/16"=1' THE TRANSFER BRIDGE ABUTMENT t s' t 2' 8' 4' 0 t S' 32' • I 'So bo _ CP-27 SCALE IN FEET P-17 P-18 P-19 CP-20 CP 21 do CP-22 CP-23 THRU CP-26 „ ('V L11 1 CAP #2 CAP #3 CAP #4 CAP #5 CAPS #6 #7 CAPS #8 THRU #11 V 8' 6' 4' 2' 0 8' 16' SCALE: 1/8"=1'-0' SCALE: 1/8"=1'-0" SCALE: 1/g'=1'-0' SCALE: 1 f8'-1'-0" SCALE: 1/8"=1'—d SCALE: 1'-1 1/Z" NOTE: NOTE: NOTE: NOTE. NOTE: NOTE: 2'-3. SCALE IN FEET 1. PILE LOCATIONS SHOWN 1. PILE LOCATIONS SHOWN 1. PILE LOCATIONS SHOWN 1. PILE LOCATIONS SHOWN 1. PILE LOCATIONS SHOWN 1. PILE LOCATIONS SHOWN 1/2"=1' AT ELEVATION +5.80' AT ELEVATION +5.80' LOWER CAP AT ELEVATION +5.80' LOWER CAP AT ELEVATION +10.40' AT ELEVATION +10.40' AT ELEVATION +10.40' 2' 1' 0 2' 4' AND +10.40 UPPER CAP AND +10.40 UPPER CAP CONCRETE BULKHEAD CAP DETAIL SCALE 1/Ym1'—d SCALE IN FEET } TOWN OF BARN STABLE 6 O 6" CUT 2" AWAY FROM PILES e o 12» ku FERRY TERMINAL RECONSTRUCTION B I Q,sTt DN. ra. TCffg- STATE FED. AID P . No. sW. SH 5 - MASS. FBD-005(003) 1995 23 46 . E DOLPHIN REINFORCING DETAILS • � CONCRET • 3' MIN. COVER (TYP) 3' MIN. COVER (TYP) 6 O 6» CUT Z» AWAY FROM PILES 6 O 12' . D • cn o I 0 J • 0 o . 3' MIN. COVER (TYP) • Q A o0 a 3 0 co i I 1 .1 FF c.� • O 4 4- co • rD 3" MIN. COVER (TYP) - - - �7?4nTrw CHAMFER ALL VERTICALEDGES 1" (T'YP) CHAMFER ALL VERTICAL N EAST HEAD DOLPHIN ONLY EDGES 1» (TYP) 1 BOTTOM .REINFORCING PLAN TOP REINFORCING PLAN BOTTOM REINFORCING PLAN TOP REINFORCING PLAN • m DOLPHIN �. DOLPHIN (10'-3" APPROACH DOLPH}N) (9'-,T APPROACH DOLPHIN) DOLPHIN DOLPHIN 11'-0" 11'-T CHAMFER TOP EDGES 6 0: 12' : RIDGE EL '+12.0' 13'-0" CHAMFER TOP EDGES 18'-d 1 3" MIN. COVER (TYP) 10 J RIDGE EL +12.7' �' MIN. COVER (TYP) 6 0 12" 6 O 12" IL - 1 EDGE EL +12.6' EDGE EL +11.9' . J6 O 1 r #6 0 12» (ALL. SIDES) (ALL SIDES) 6 O 12" MI6 0 122" • (ALL SIDES) #� O 6" #6 W/STD 180' HOOK (ALL SIDES) #sos� � (4 PER PILE) ' PILE REINFORCING TO BE r ( ! ' BENT AS NECESSARY TO MAINTAIN I ( f f I I I t MINIMUM COVER. (TYP) / / / �. / / / PILE CUT OFF• I 1 I 1 1 1 I I PILE CUT OFF O 6" • I�6 0 �, i / / EL +3.5' (+1.0' APPROACH 1 I I I I 1 EL +3.5' (+1.0' APPROACH . � / � � � •f #6 / / � 1 � DOLPHIN) I t 1 I t i DOLPHIN) EL +2.0' (-0.5' APPROACH • 0 ►� / / ! ! / / 1 PILE CUT OFF J 1 . •1 •I .� . • • I. isle • • . • • j ` . PILE CUT OFF EL +2.0' -0.5' APPROACH ' EL +1.5' EL +1.5 / / / 1 1 } ` b DOLPHIN) l i DOLPHIN} 3' MIN. COVER (TYP} i I I / ^ 111 111 I } 1 ill AL EL 0.0' I 1 I t 1 1 l l EL 0.0' S J6 W/STD(48PER HOOKS y / / 'b } I I i I l i i 1 11 f/I � i l l I I I i l l l i l 3" MIN. COVER (TYP) r I� / "' III III III III 12 #6 ® 6 ! i #606" 5 1 5 5 I 16"O CONCRETE FILLED 16"O CONCRETE FILLED I STEEL PIPE PILES (TYP) STEEL PIPE PILES (TYP) 12 2 12 16"0 CONCRETE FILLED �---- 16"0 CONCRETE FILLED STEEL PIPE PILES (TYP) STEEL PIPE PILES (TYP) SECTION A—A SECTION B—B SECTION C--C SECTION D—D rA HEAD DOLPHIN DETAILS B PIER DOLPHIN DETAILS 3/8"-1'-d ��2 SCALE. 3/8'=1'—d �23 (APPROACH DOLPHIN SIMILAR) r '' o r 4• SCALE: 3/8"a i'-d SCALE IN FEET - i' a � TOWN OF BARNSTABLE Muria .. FERRY TERMINAL RECONSTRUCTION ' STATE FED. AID PROD. W. wm NCO. SHEETS t ..ram MASS. FBD-005(003) 1995 24 1 46 ! BERTHING CAP REINFORCING DETAILS PILE CAP CUT-OUT (TYP) SEE DETAILdd A B • 24 4 4' L - L - J - JkJL J L - L - J L #6 O 1 Y PLAN - TOP REINFORCING #6 O 12" O.C. l o0 _0= z t m goo 0 0 0 J6 O G' (CUT T AWAY FROM PILES) O CUT-OUT FOR 14" 2'-0" PILE CAP PLAN - BOTTOM REINFORCING o '`t #6 STIRRUP 12" O.C. - - - - - - - - - � POSITION OF CUT-OUT FOR DECK PLANK PILE CAP BERTHING CAP REINFORCING NOT SHOWN 3" CHAMFER ALL EDGES 1" (TYP) FOR CLARITY EL +12.9' END FACE #6 O 1 f O.C. • EACH WAY BOTH ENDS. 6 O 12" #6 STIRRUP O 12" 3' MIN. COVER (TYP) PLAN • #6 O 6" Lj L" Lj Lj L U w2,-0,. �, 2- ADDITIONAL #6 BARS BENT AS SHOWN �� \ (� �'4 - - - - - - - - - - � PILE CUT OFF I �\ ` � • � � � - I EL +4.5' • \• .\ -0 • • ADDITIONAL #6 BARS III \ \ 10 PARTIAL ELEVATION 10' LONG -� N I I I I II \ \ \ \\ iv - - - - - I . .I f .� \. \a . • i EL +3.0' mb PILE CAP RENFORCING IN. COVER (TM) CONCRETE BERTHING CAP REINFORCING BERTHING CAP N NOT SHOWN FOR SCALE: 3/16"=1'-0" REINFORCING CLARITY #6 O 12" 16-0 PIPE PILE (TYP) SECTION 4' z' 0 4' e' 12' Ld K"'A SECTION rB DETAIL 0 PILE CAP CUT-OUT SCALE IN FEET 24 24 SCALE: 3/8'=1'-Cr �24 SCAM: 3/tr-1'-T 3/8"a 1, . 2' 1' 0 2' 4' 6' NOTE: ALL REINFORCING STEEL TO BE SPACED AS SHOWN. SCALE IN FEET i 3/47=1'-O• 1' e 0 1' 3' SCALE IN FEET TOWN OF BARNSTABLE FERRY TERMINAL RECONSTRUCTION ! 13'-9" 13'-9" / TO FOLLOW ANGLE OF ! ! PUB.�0 STATE FED_ ND PRAT. NO. Y TOTAL NEW BULKHEAD CAP 7'-(�' 2'-0" 2'--0" 4'-0" BULKHEAD CAP y MASS. FBD-005(003) 1995 25 46 71 BRIDGE ABUTMENT/SUPPORT CAPS EL +7.0' / �� i / ! o If H " Hir 71 fill ! ! STEEL SHEET PILE LAYER OF RIPRAP / EL. +5.17' A 44+ / / /N rJ N B ,/ /! �, CUT REINFORCING 2"' AWAY FROM PILES (TYP) FERRY SUP BASELINE fill If ! / / ! b b ro 0 0 0 —i �D C 5 EL +7.0' gi/�D INV ZH 14' o" BRIDGE ABUTMENT 14' 12' PLAN PLAN PLAN lIQTE: BOTTOM STEEL SHOWN BOTTOM STEEL SHOWN BOTTOM STEEL SHOWN TOP SIMILAR. TOP SIMILAR. TOP SIMILAR. BRIDGE ABUTMENT SURFACE PLAN BRIDGE ABUTMENT EAST 13RIDGE CAP WEST BRIDGE CAP SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" SCALE: 1/4"-1'-(r SCALE: 1/4"=1'-0" 8'-0" 14'-Cf CHAMFER TOP EDGE 1" (TYP) 4'-0~ 2'-0" '-Or 1'0 DOWEL FOR PLANK 12" 12" EL. +7.0' EL. +7A OP SEE DETAIL CHAMFER T(�) EDGES 1" SINGLE LAYER EL +7.0' rE EL +7.0' #4 STIRRUP O Ir OF RIPRAP — 14 STIRRUP O 6" #4 STIRRUP * I;' l A 15 REINFORCING I #5 REINFORCING �' .L_,, 5 29 - - - - - - -I -� (TYP) �`+ b (TYP) iv 'b b I I 2'-4" t I I BULKHEAD AND BACKFILL b b #5'RENFORCING I (TYP) TO BE REMOVED FOR i ` i N - - -, -- -- -, • 61 ►� 12" LAYER OF FILL PLACEMENT OF ABUTMENT I { UNDERLAYER STONE 3• MIN T MIN COVER (TYP) `—""� COVER (TYP) MIN �' COVER (TYP) #504' TdcB SHEET PILE BULKHEAD #5 0 C T & 8 #5 O 4" T do B (O'A SECTION B SECTIONKF� SET10N SECTION ��2 SCALE: 1/4"=1'-d' 2�25 SCALE: 31tr I'-0" 25 25 SCALE: 3/Irs1'-0" 25 25 sGv�: 3/g'a t'—o" 27'-6" 12'-0" 1"0 DOWEL FOR PLANK 16'- f � 12" - 5 O 8" 4 STIRRUPS O 13" MIN SEE DETAIL #4 STIRRUPS 0 13 Y MIN # # rE COVER COVER 25 29 1 r #5 0 6" 14 .STIRRUPS 0 Or 3 MtN Zr MIN #5 0 6" (TYP) EL +6.5 (NP) COVER #5 O 6" COVER EL. +6.5 EL +6.5 ) EL. +6.5 (�) • wj 0 7. 4 5 5 O 8" 16"O PIPE # - �14 STIRRUPS O 9' 16"O PIPE #5 0 8" PILES (TYP) #5 0 6" 12 16"0 PIPE +— T 6"0 PIPE PILES (TYP) L6 PILES (TYP) PILES (TYP) rE SECTIONK*F SECTION rG SECTIONKH SECTION, I pr �25 SCALE: 3/8"=1'-0' 25 25 SCALE: 3/8"-1'-0" 5 SCALE: 3/1r=1'-aI'��225 25 scA1.E: 3/8"s 1'-or a' 6' 4' 2' 0 r 16' 4' 2' 1' 0 4' 8' 2' 1' 0 2' 4' 6' SCALE IN FEET SCALE IN FEET SCALE IN FEF TOWN OF BARNSTABLE • FERRY TERMINAL RECONSTRUCTION PUB. RD. STATE M. AID PROD. NO. FTSC& SHEET TOTAL ON. NO. YEAR NO. SHEETS 76'-10'' MASS. FBD-005(003) 1995 26 46 NOTCH IN CAP FOR 22'-0" CONCRETE PILE CAP NO. 1 & 2 DECK PLANKS SEE SECTION _\ 1 B Z�26 150-2" 3" MIN. COVER (Typ)E7: • N -� - 3• MIN. COVER (TYPANGLE TO MATCH FACE TO PARALLEL BULKHEAD CAPS BARS, CONT. (TYP) j ) FERRY SLIP BASEUNE PLAN - TOP REINFORCING BARS (TYP) PLAN - TOP STEEL 6" #3 ANCHOR STIRRUPS 18• MAX. SPACING 1 12" #4 STIRRUPS 1 1 #4 STIRRUPS (TYP) 1-' MAX. SPACING '!n 1 12" 13" MAX. SPACING 1 12' 13" MAX. SPACING 1 12" 13" MAX. SPACING 1 12"13" MAX. SPACING 1 12"13' MAX. SPACING 1 12" 3• MAX. SPACING 1 l:t l r MAX. SPACING 1 12' l r MAX. SPACING 1 1 Z 13' MAX. SPACING 1 1 Y o, b 14 STIRRUPS (TYP) EL. +6.50 1 G'0 PIPE PILE (TYP) J5 BARS (TYP) TTI I id -I I I r-l-ir I ELEVATION LJ LJ Lj LJ LJ Lj LJ LJ 16"0 PIPE PILE 5 BARS (TYP) �' CUT REINFORCING Y AWAY - did ELEVATION FROM PILE (TYP) 3" MIN. COVER (TYP) 1a 3'--T #5 BARS (TYP) A g PLAN BOTTOM STEEL CUT REINFORCING 2" AWAY FROM PILES (TYP) 3• MIN. COVER �lo (TYP) CONCRETE CAP No. 2 0 0 0 0 u 2'-6" \-#5 BARS, CONT. (TYP) 5-15 5-#5 STAIR #3 SIDE PLAN - BOTTOM REINFORCING 5" W 5" 14" #3 ANCHOR STIRRUP (TYP.) #3 ANCHOR STIRRUP (TYP.) EL. +8.3 as rn #4 STIRRUP (TYP) . , #4 STIRRUP (TYP) CONCRETE CAP No. 1 7' 1/4" SCALE: 1/4"=1'-0' � 3" MIN COVER • 3" MIN COVER 10 19_ 5 iv (TYP) I • (TYP) 20" EQUAL SPACING 7' 1 4" "t #5 SHEAR DOWEL \ - - - r- #5 BAR (TYP) #$ BAR (TYP) 12" MAX. SPACING EL. +6.5 LOCATED AT STAIRS ,,- CHAMFER UPPER EDGES 1/2" • #4 STIRRUP (TYP) NOTCH IN CAP FOR 9- 5 CHAMFER EDGES 1" 16*0 PIPE PILE o #5 BAR (TYP) DECK PLANKS (TYP) lYP i 3•MIN COVER . . . . . . . . . . . . D- i (NP) 1'" 0 DOWEL rE — - — SEE DETAIL 3" MIN COVER (TYP) �29 CHAMFER BOTTOM EDGES 1' 15'0 PIPE PILE 19-#5 (TYP) L."o EQUAL SPACING C SECTION D SECTION 26 !.6) SCAM: 3/4"-1'-d' 26 26 SCALE: 3/4'a1'-!T rW SECTION B SECTION �26 SCALE: 1/Y-1'-0" �26 26 SCALE: 1/2"-l'-(r 3/4"=1'-0" 1/7'al'-cr 1/4'-l'-Cr 2' 1' 0 1' 2' 2' l ' 0 2' 4' 4' 2' 0 4' 8' SCALE IN FEET SCALE IN FEET SCALE IN FEET 1 TOWN OF BARNSTABLE 3' 6-1/2 � 9 FERRY TERMINAL RECONSTRUCTION spa-10" •• Pua RD. STATE FED. AID PROJ. N0. �R SHEET TOTAL STAIR #4 SUPPORT CAP � oN. No. NO. - SHEETS SEE DETAIL MASS. FBD-005(003) 1995 27 46 A MIN. COVER I LS .` �✓ CONCRETE PILE CAP No 3 & 4 DETA 27 29 I 3• (Np) • 3' MIN. COVER 30'-4" (Np) 5-#5 BARS (LOWER CAP) 9-#5 BARS (UPPER CAP) PLAN - TOP STEEL 25'-9" UPPER CAP 1 1 1 I 9-#5 BARS (LOWER CAP) i 9- 5 BARS (UPPER CAP) 6" 13 ANCHOR STIRRUPS r;' N 18" MAX SPACING I 4 STIRRUPS 1 4 STIRRUPS 1120 1 Y CAP SUPPORT BLOCK I 13" MAX SPACING 13" MAX SPACING #4 STIRRUPS (TYP) SEE DETAIL STAIR #4 SUPPORT CAP C !o EL +12.90' SEE DETAIL K*OA PLAN -- TOP STEEL r -7 N �29 EL +8.30' 21'-g' UPPER CAP �5 BARS (TYP) i 3 ANCHOR STIRRUPS 18' MAX SPACINGY 6„ t7 14 PIPE PILE LO 10 Ir 4MAX SPACING STIRRUPS1 13' MAXTIRRUPS S ACING 1 (TYP) N I 1#4 STIRRUPS SUPPORT BLOCK #4 STIRRUPS (TYP)CAP i i SEE DETAIL 12" 12' 13' MAX. SPACING 12' 12' ELEVATION 0 EL +12.90' 6" 3 ANCHOR STIRRUPS 1 1 8" �. ! 7 �27 b 1 MAX. SPACING r r- N s'-0' J3 ANCHOR STIRRUPS 3 ANCHOR STIRRUPS 18" MAX SPACING i� b LOWER CAP 15 MAX. SPACING EL +8.30' i #5 BARS (TYP) i B 7 r I LU r �7N 3' MIN. COVER L16"• PIPE i i I I CUT REINFORCING Z• AWA I LJ FROM PILE (TYP) ( ) PILE (TYP) #5 BARS (TYP) 1a 1 4 STIRRUPS 12' 1 4 STIRRUPS 1 1 . N 130 MAX SPACING 13' MAX SPACING 31'-3' LOWER CAP 9-#5 BARS (UPPER do LOWER CAP) + PLAN - BOTTOM STEEL ELEVATION A B 7 2 27 7 CUT REINFORCING 2' AWAY FROM PILE (TYP)CONCRETE CAP N o. 3 3" MIN. COVER(rn,) SCALE: 1/4'=1'-0" N 1 1 I 1 1 I 1 9- 5 BARS 2'-6" 2'-6" (UPPER do LOWER CAP 1 1 ( ) 5-#5 9-#5 8„ 2,-Ir PLAN - BOTTOM STEEL _ #3 ANCHOR STIRRUP (TYP) _ �3 ANCHOR STIRRUP TYP 4- 5 CONCRETE CAP NO. 4 O CENTERLINE OF CAP �_ O CENTERUNE OF CAP ) TOP do BOTTOM SCALE: 1/4' 1'-0' � � 6- t 5- �• e. �- 03 CEENTERUNEANCHOR nOFUCAP�)aj a . 4 STIRRUP (TYP) 4 STIRRUP (TYP) MIN. COVER (TYP) � � �� 3• MIN. COVER (TYP) o, 2-J4 STIRRUPS (TYP) N N ------ 2-#4 STIRRUPS r-- EQUAL SPACING IN ' 3' MIN COVER (TYP) • • • • • i I _ 1 • #5 BAR (TYP) I �• #5 BAR (TYP) N • CHAMFER ALL EDGES CHAMFER ALL EDGES #5 BAR ) 9- 5 (TYP) 1 (TYP) 16" 0 PIPE PILE 1/4'=1' ELEVATION SECTION 4' 2' it 0 4' 8. SCALE IN FEET A SECTION B SECTION rF CAP SUPORT BLOCK DETAIL , 1r 0 3/4',1'-0" 3. 27 27 SCALE: 3/4"=1'-Cr 27 27 SCALE: 3/4'=V-0" 27 27 SCALE: 3/4"=1'-0' SCALE IN FEET Z 48'-� BERTHING CAP TOWN N OF BARN STABLE 24'-E" BERTHING CAP FERRY TERMINAL RECONSTRUCTION \ r--- ----- o,tr � STATE ten. AID PRw. No. YEAR � TOTAL s I J \ i ~t MASS. f BD-005(003) 1995 28 46 ` �� CONCRETE PILE CAP No. 5 — 11 DETAILS 11-#5 BARS \ - , 1 PLAN — TOP STEEL 5-#5 BARS PLAN — TOP STEEL 1 6" 3 ANCHOR STIRRUPS 1Ir O.C. MAX 6" �----------J EL. +12 9 I 3 ANCHOR STIRRUPS 18" O.C. MAX. 6" I BERTHING 1 I a I � 1 12" 1 10 EQUAL SPACES 1 1 12 EQUAL SPACES 1f 1 1 1 13 EQUAL SPACES I 1 BERTHING CAP #4 STIRRUP SPACING BATTER PILE AT PILE CAP #11 ONLY , 1 ELEVATION i 1 1 1 1 16 EQUAL SPACES 1 I ----------� #4 STIRRUP SPACING 1 1 BERTHING CAP �.. ad�Al B CUT REINFORCING �' ELEVATION . . AWAY FROM PILES (TYP) -'t-' \ �...------ �� \ \ BERTHING CAP E �F . r-------- 2'-6" - - \ 11- 5 11 'S 11-#5 BARS \ y' L - -#3 ANCHOR STIRRUP (TYP) ar I--#3 ANCHOR STIRRUP (TYP) O CENTERLINE OF CAP O CENTERLINE OF CAP -- CHAMFER ALL EDGES - —' CHAMFER ALL EDGES 1 - 14-#5 BARS i i M 10(m) 1' ) PLAN - BOTTOM STEEL � �''•' • +- #4 STIRRUP .�•: ' +' �4 STIRRUP ------ --- Cam') ) TMIN COVER 1c MIN COVER PLAN — BOTTOM STEEL a MP) N �TMp) CONCRETE CAP No. 5 SCALE: 1/4"=1'-0" - g BAR (TYP) r 4' 5 BAR (TYP) CONCRETE CAP No. 8,9,1 O, �L 1 44 ---- 1 g'• PIPE PILE 11- 5 36'-6" SCALE: 1/4"=1'-d' BERTHING CAP 1 , A SECTION rB SECTION �28 SCALE: I1Z 1'-� 28 28 SCALE: 1/Y=1'-T � I 9-#5 BARS I L-----------� PLAN — TOP STEEL 6" 3 ANCHOR STIRRUPS 18" O.C. MAX 6" 2' E +1 .9 5- 5 5- 5 BERTHING CAP g' �-- #3 ANCHOR STIRRUP (TYP) r �--#3 ANCHOR STIRRUP (TYP) '' g. �-- #3 ANCHOR STIRRUP (TYP) er �-#3 ANCHOR STIRRUP (TYP) O CENTERLINE OF CAP / O CENTERLINE OF .CAP °' / O CENTERLINE OF CAP °i O CENTERLINE OF CAP I I a-- 16- CHAMFER A LL EDGES CHAMFER ALL EDGES - CHAMFER ALL EDGES — CHAMFER ALL EDGES BATTER PILE ' 1"(rn') � O 1' �) 1~ oyP) I FE AT PILE CAP #6 ONLY1 12 13 EQUAL SPACES 12 1 1 1 13 EQUAL SPACES i #4 STIRRUP ��•: : � S)"t1RRUP �� •• +' #4 STIRRUP ��•.: , 10 ��)TtRRUP #4 STIRRUP SPACING ; 'MIN COVER Zo 't�t} COVER 3MI COVER 4a - MIj COVER ("p) N (TYP TYPELEVATION -- #5 BAR (TYP) J5 BAR (TYP) 5 BAR (TYP) 5 BAR (TYP) L-----------J PIPE PILE 9- 5 16"O PIPE PILE 14- 5 BERTHING CAP 8 2 8 ' I , I , 1 I 0 C SECTIONK�D SECTION E SECTION rF SECTION I ; 28 28 SCALE: 1/Ya1'-tT �28 SCALE: 1/ra1'-0' 2�28 SCALE: 1/2`=1'-d' 2�28 SCALE: 1/2"-1'-�' 9-#5 BARS I PLAN — BOTTOM STEEL `_--------� 1/4»=1. 4- 2' V 0 4' e' SCALE IN FEET CONCRETE CAP No. 6 & 7 Fm� SCALE: 1/4"=1'-I]" 2' 1' 0 2' 4' SCALE IN FEET TOWN OF BARN STABLE FERRY TERMINAL RECONSTRUCTION j T � NO STALE FED. m M. W. YEAR NO SHEAL ETS _I i I I y MASS. FBD-005(003) 1995 29 46 PILE CAP I , I CONCRETE PILE CAP MISCELLANEOUS DETAILS NEF , TO BE CAST I 1 i I #4 INTEGRAL WITH I 4-#5 REINFORCEMENT I N.+--- PILE CAP ; B I , CAPS 3 & 4 (TYP) I I i I I —AD 3'-6 1 2w' 9'-10w rF� PLAN — TOP STEEL C v A 3w MIN. COVER CAP #3 (TYP) 6" 3 ANCHOR STIRRUPS 6" STAIR #4 SUPPORT CAP LAYOUT 18' MAX SPACING SCALE: 1/t3w=1'-Or N 1 T 4 STIRRUPS 12" 13w MAX SPACING 120 ELEVATION TO MATCH #5 li#ARS O I PILE CAP N PLAN. (TYP) STIRRUPS (TYP) EL +12.90' SCALE: 3/8�a1'-C• #5 BARS ( ) FOR ELEVATIONS ELEVATION SEE. SHEET 14 _ 5 EL +8.30' 4-#5 j #5 BAR r f 13 -6w 5 14 STIRRUP •'....` 13. O.C.(TYP) CAP #4 ` b b MIN COVER I I I I B ELEVATION N PILE CAP .- 3 ANCHOR N (�) RRUP (TYP) 1 �29 SCALE: 1/g'-1'-Or c, I { I #5 BAR (TYP) iv I I - t 1 1 I I b 3• MIN COVER , EXISTING CHANNEL CAP I CHAMFER ALL TO BE CAST i I I ( C MIN 16"MIN EDGES 1- (TYP) INTEGRAL WITH I i I --- PILE CAP it #4 STIRRUP (iYP) ( { CAPS 3 do 4 WITH t 5-#5 REINFORCEMENT I I EL +12.90' $HEETPtLE STEEL #5 O EL +8.30' : 1� ALL EDct`s5-#5 ELEVATION SECTION PLAN — BOTTOM STEEL CAP #3 SCALE- /�,�1�.. ' SCALE: A STAIR #4 SUPPORT CAP DETAIL rc"**� ELEVATION rD SECTION E SHEET PILE BULKHEAD CAP 21 28 SCALE: 11,C l'-Ow 29 29 SCALE: .i/g'-1'-T 2�29 SCALE: 3/,'=1'-T 2 29 SCALE,AS SHOWN 26 2w THICK X g' HIGH ` ASPHALTIC JOINT FILLER 3"0 SLEEVE W/1 w0 DOWEL (TYP) 1/4' THICK ASPHALTIC JOINT-FILLER TO F USED AT LOCATIONS WITH NO CONCRETE 2"o SLEEVE IN PL/WK OVERLAY, SEE WEST BRIDGE CAP SHEET #25 TO SE FILLS W/ NON- OVERLAY, SHRINK ,GROUT., �4 ACCESS PLANK I 3'-3' WIDE i 10o • 1/4" .THICK TYP BEARING PAD (TYP) _ � �_ _ FULL LENGTH AND DECK PLANK NON-SHRINK WIDTH PLAN GROUT PLUG 1 w• ANCHOR DOWEL 1- THICK FOAM SECTION T- PLUG 3w0 SLEEVE IN PLANK TO BE FILLED W/ NON- SHRINK GROUT PLUG (TYP) 2"0 SLEEVE DECK PLANK . BERTHING CAP � � � 1/4" 1 • \ 4' 2' 1' 0 4' 8' 1/4w THICK ACCESS PLANK 6" BEARING PAD TYP BEARING PAD (TYP) � ,�) 12w . FROM EDGE SCALE IN FEET (TYP) w w OF PLANK (TYP). 1 0 X 11 LONG DOLPHIN 3/g'a 1. FULL LENGTHWIDTH ANCHOR DOWEL (TYP) NOTE: 1.) 2 DOWELS/END USED 2• 1' 0 2• 4' s' PLAN ON PLANKS < 6' WIDE SCALE IN FEET SECTION NOTE: 2.) 3 DOWELS/END USED ON PLANKS Z 6' WIDE BERTHM CAP/DOIPMIN OONP=WN SPACED 12w FROM EDGES 1/2w=1' SIGN, 001I MN/OMP MN CONNp17M AND AT CENTER OF PLANK. 2. 1. 0 2. 4. S1bMlAR G DECK PLANK CONNECTION DETAIL SCALE IN FEET rF� ACCESS PLANK CONNECTION DETAILS 26.26 32 29 SCALE: 3/4'-1'-(r 29 29 SCALE: 1/2w-1'-Or 1' � 0 1' 3' SCALE IN FEET