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HomeMy WebLinkAbout0141 SCHOOL STREET - PLANS TOWN OF BARNSTABLE A H ETTS FERRY TERMINAL RECONSTRUCTION HOF MA S UIVI�VI NWEALT THE C _ W. W. mm STAl1E M. AIO PRQI NO. � T � HIGHWAY DEPARTMENT - MASS. FBD-0oos (003) 1995 46 J_ WOODS VINEYARD AND NANTUCKET TITLE SHEET & INDEX HOLE, MARTHA'S • AUTHORITY THE 1988 SPECIFICATIONS, THE 1991 SUPPLEMENTAL SPECIFICATIONS STEAMSHIP 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 FA ILITIES SUPPORTS " AND " THE AMERICAN STANDARD FOR NURSERY STOCKTR TI N OF S ITE & MARINE TERMINALANSI Z 60.1 1986 AND ALL AMENDMENTS WILL GOVERN. N O E S UC R C IN THE TOWN OF BARNSTABLE BARNSTABLE COUNTY INDEX FEDERAL AID PROJECT NO. "y � o SHEET NO. DESCRIPTION FBD- OOOS (003) 1 TITLE SHEET AND INDEX 2 EXISTING CONDITIONS 3 PROPOSED CONDITIONS 4 GRADING AND DRAINAGE 5 CURB-TIE PLAN 6 PHASING PLAN v 7 DEMOLITION PLAN 8 UTILITY PLAN \ t 9 SITE ELECTRICAL PLAN 10 PAVEMENT DETAILS % 11 MISCELLKNOUS DETAILS 12 TRANSFER BRIDGE do SHORE POWER DETAILS 13 PARKING ENTRANCE do EXIT CONTROL DETAILS C 14 LANDSCAPE PLANS 15 LANDSCAPE PLANSQ-- 16 LANDSCAPE PLANS ►�J 17 LANDSCAPE PLANS 18 PROPOSED PIER LAYOUT do ELECTRICAL PLAN 19 DREDGING/RIPRAP PLAN 20 DREDGE PROFILES 0U T 5TR ET 21 CONCRETE HEAD DOLPHIN, APPROACH DOLPHIN, PIER DOLPHIN, BERTHING CAP-PILE/PILE CAP LOCATION PLAN 22 CONCRETE PIER - PILE/PILE CAP PLAN rn ' 23 CONCRETE DOLPHIN REINFORCING DETAILS 24 BERTHING CAP REINFORCING DETAILS 25 BRIDGE ABUTMENT/SUPPORT CAPS \ ' 26 CONCRETE PILE CAP NO. 1 do 2 27 CONCRETE PILE CAP NO. 3 do 4 DETAILS \ �/ 28 CONCRETE PILE CAP NO. 5 — 11 DETAILS 29 CONCRETE PILE CAP 30 CONCRETE PIER—DECK MIPLANLK0 PLAN 1 , Inrl er 31 CONCRETE PIER—DECK DRAINAGE/FINISH ELEVATION PLAN 32 CONCRTET PIER — STAIR DETAILS Harbor 33 WALL/STAIRS DETAIL 34 FINISHED DECK/FENDER LOCATION PLAN 35 CONCRETE PIER - DECK/CURB DETAILS \ 36 FENDER FRAME FABRICATION DETAILS 37 FU 1DER FRAME ASSEMBLY DETAILS 38 TIMBER PIER - PILE/PILE CAP PLAN 39 TIMBER PIER - STRINGER PLAN PROJECT LOCATION 40 TIMBER PIER — DECK PLAN � \ MA SS 41 TIMBER PEER — SCREEN DETAILS \ Hl GH WA Y 42 TRANSFER BRIDGE � 43 EXISTING CONDITIONS 44 TRANSFER BRIDGE — SHEAVE SUPPORT/CATWALK DETAILS 45 TRANSFER BRIDGE — BRIDGE ASSEMBLY 46 TRANSFER BRIDGE BRIDGE DETAILS / MASSACHUSETTS f I e �ls Ba HIGHWAY DEPARTMENT CONVENTIONAL SIGNS RECOMMENDED FOR APPROVAL SCALI_ COUNTY, CITY, OR TOWN BOUNDARY — 1 /4 0 112 1 MILES COUNTY CITY OR TOWN SIDE LINE ___ _ ______ -_-_ _ ____ - _ CHIEF ENGINEER DATE �H FENCE LINE __ ___ __ _ TYPE-, ,-- 1000 U U00 2000 3000 4000 50000 FEET os'� APPROVED BASE LINE OR SURVEY LINE --- - - - - ----74------ $ CwiL N 57'18'41" E 59.57' Non RIGHT OF WAY LINE — --__ ____ �fsO l� -- ----- _ - �/(, MHD COMMISSIONER DATE CULVERT PROPOSED SURFACE EXISTING SURFACE ____ DATUM - - -- - --- DEPARTMENT OF TRANSPORTATION - -- - ----- _ - -- - w N o FEDERAL HIGHWAY ADMINISTRATION � oop � ELEVATIONS - - 7-4+00- E A R T T E C H APPROVED: I POLE _— DIVISION ADMINISTRATOR DATE ASSOCIATE COMMISSIONERS DATE 6071 TI Tl 12-20 94 TOWN OF BARNSTABLE FERRY TERMINAL RECONSTRUCTION PUB. RD. FISCAL SHEET 70TAL DIV. N0. STATE FED. ND PROD. N0. YEAR NO. SHEETS - MASS. FBD-OOS(003) 1995 2 46 EXISTING CONDITIONS yyonmi Marino r%ol ; t NOTES Anp roxirrate Line of �ExistingDeadman -, � 1. UNDERGROUND UTILITIES ARE FROM THE BEST AVAILABLE with Tie--Rods to Exist. I3u Head l Exact l ocatr')n of Deadman and Tie-Rods RECORD INFORMATION AND ARE NOT GUARANTEED. h to be Determined and Protected by Contractor 2. ELEVATIONS ARE BASED ON N.G.V.D.-1929 DATUM fermis Boy Morino (foots 3. HORIZONTAL CONTROL IS BASED ON ARMY CORPS OF ENGINEERS (MASS. STATE PLANE) - 4 4. EXISTING CONDITIONS SHOWN BASED ON AERIAL PHOTOGRAPHY BY COL-EAST, INC. DATED APRIL 13, 1992 WITH FIELD EDITS BY EARTH TECH, OCT 1992 j' 5. PROPERTY LINES SHOWN ARE FROM HOLMES & MCGRATH INC. PLAN DATED MARCH 30, 1993 ` '�� 't _ --_ - REVISED THROUGH JANUARY 11, 1994 AND BOULEY BROTHERS INC. PLAN OF LAND DATED JAN. 24, 1992 J, .Sign LIMITS OF WORK FOR CONSTRUCTION ACTIVITIES BY OTHERS UNDER SEPERATE CONTRACT (G.L. CH.149) T'n LEGEND I �- CATCH BASIN PROPERTY� ✓ -- i \ ��, ,. i ry z ❑ LEACHING CATCH BASIN OTHER PROPERTY k SZ ° STONEBOUND _ � __:__� .__ � ' r_______. UN OVERHEAD WIRES i I I ;1�9' i � _. _ _--�+ --- 1�s F� __ -- -o _ . ' a�JN �Y , U r _ _ 4 r'r7.9 t-�- ----- --- #tg6#�'"rY- - 3+�If2 -- - `_&,/'�---- Gfi" --- -- --------- +OON P J 9 7' ' 4 " v^.' ` F - p n?o to iar PULL B 0 X WATER cQ = _ -- -- - - _ _X - STORM DRAIN _ _ a NO�OOS -' 1+005 2+ S � 3�OOS � ? ' ---- SPOT ELEV I -- I f 40 `•1 8 ,' L--- d � k �' 1 n - I s,<, ='0> %1 " — p - -_..=° PAVEMENT MARKING _ .-•. I � , �- ;4y �� � � I t I i I � � 'x .� z , �� / � , � y__ I / / / ' fr� ELECTRIC /r ;'._� Burrrpers %fp GUARD RAIL I L "c, a GAS I oil/ I co ANGLE=104'S5'36" Lews boy ,vot� 1�➢ // `a q� Fst,l G / h. i I 0 0 0 0 0 5'1 %. - TELEPHONE f, n esturan, .�arrna, nc'. T2�/ II , c,,. s /� - STREET LIGHT � Y 6.D`ain / i I I SANITARY SEWER 1 �! U r <°�•: � t CHAIN LINK FENCE (TYP) ---X.—x-----x -o- UTILITY POLE i Gr«ue; rya I \ cif _ iL _ � o , 2 3 10" , y, ,-_ .__ __ . __ _ �!__-__._7�,� ���j� /1 ,,,,''�� � ' i • ►�7 • Army Corps 1 �. -r I J ~ z -_ _ b _ --- ---__ _ _� �_ i �, e(leral Turniii g Basin and Nav i atiorl Channel ` �-r;; -�._ �.T_'_ - _ -- 82.t�8 - - - - - - _,.. _ � _.-....�Qofing Docks «_o- __-____.______ - T \` x - C r _�. �; _ _L_- ;.. _- ;� r.b-j-_ r Depth — 12 0 M . L.I� ,� + -,--- - - .. - . . _ _ x T I I_ t�C0E Maintained � • ANGLE776`18 30 9 •S� ,t \ . � I -_ � � / I 1 { I ! - .` ._ _ •`' .v ,t J ! y,t owing I I �B p��� ` � \ _ -_..._ _ % } /r� - _ mete 4rea k _ �� , � cone. - - - - f T� xQ xd �`J x x ---x-- - cX ,r / .. % iX fir/• _ � cP ff / / '( 0f -+ _-/'aYeme _ _f l 11 1-1 r P / ;; 770 X �; a n n _..__� ,.+� � � I � � - y)_ I I t ^�- ..-k' ��71(' �CC�/� rT'---._. ,�", . •-rs� �` _.� //'!h.�,. � � �r�: ,1 C�r r l'f T I J ~_ 1 j x j 1 Y D, ` c:or7 !U \� L_7 Fender I F Ir � 1 t CA JIL f { '� ( - - 54.5 1 ' 5 ? ACR F BASELINE A CURVE DATA - J ► ��I�--�e 1( �.9. -J /�''��i�~ _2._— ,'Qoe� y, . �- Pofobre to zrne 2 a' - -- CURVE RADIUS LENGTH / 1 rn N t3it Paling + �` ?L� ��' ---1 -�_ _ n/ =- ��Q�`'' -J P.C. S A = 2+28.06A O t j L-� j 1 � 1 ` (51 0- _ - ` Z Il / _ _ _ / A-1 120' 1 57.86' t' -_.- , / Dwe.�inq � i'�f ,� 1 `>� c,� � .-.- - ��• �,, --" �=� �' r IPB �_�gr�_ -- -... ��,•�}-' �`^_ X / �, i1.?c,, X�cc �, J-Grove. Area - 1Z 90, ! �`'� j rr✓. G�9 P.T. STA = 3+85.92A >. 1 Glass Areo x .- - _ 1 C� m (\, ►,_� � i -� ro , j �� •3q 16„ '' �Z _ - - 6'� _ " �� \ 1� ;`` ���� �l �q� �� STA = 4+90.20A V - ' \t _ - - 1 Y \ L x '.� v ! ,�, j� tSLIB ~4. ' _�L� wig -?D'..� i a e asernen?' _ ;a '� ,�'' x A- U-) 100' 94' BENCHMARK PK NAIL';='. - ' x �, -� _ _ \ �� o �_ C . ,I - - -XI `�-r_ E, ! l_ ` / x - �`' P.T. STA = 4+98. 14A / � 7 +' IN BACKSIDE OF SET 8 J c -- t t1 e - -•- p UTILITY POLE # 52f _ _ 1 x� - - ��F v ap � -+- - r � � I ,�•;_.--I j.___-_. __,�--�. 1_1 �...-...-- w -+`/ /� 4�'� X' � � - 5 �i� - � _�.f-.....� �!i- �EeC Meter Shed �.3!• ....,,. �� ` \ GOCII�'tN 04 V . 1 f 6'it hive ! ;�; otia9�, ' / 2E>. r 1 j oy, I ELEVATION 20.37' I ` 4 W Uuardroi/ 4e _ / 1 _ I _ `� S , � __... 29 � _ I Rim 5.7� t%or' � _=c--, - � U ¢ -". •— x �`_�oG{l'`— !— _-- �.-� ,: t Nl 1 � _...-.-_.---� `_ l LIMIT 1 �f H - _ - THE t) LAND DlAT RING AREA Cr7 w j -- h E,1�1 S t3�0� jam' x r c �� I �,. \ / � L--�-/ t-~- 1 sn � -� _ - �"""__-- \ _- � _ ca �- 60CT05�".f- I I 0 �\ �, � - �� --I-- I ��` \ \ - ! F. ,' '' j I q z g - - _. x B 9_ -- - Q - �r ��?1 —-� I rn tl���amir7 D Box r i ' I i 1 kpiiro, .�er,ael✓ ' 1 ti ` vc, ` o may �f � 1 �8 �6 �. J/ -1 y Bif. �aOf7� (71 \ v - t / Lij 0) \ ` �.� �. �'', h St � x I� t , �'N `� -- ANGLE=91'46'1s" a�IIT OF PROPOSED ! TATION o- � ^... I I Z \cr_ s '� �t Grate Areo I l l 1 0 � 'o C LCONTROL_ FOR DE AT �ING �t OVERHEAD U I LITY i °)` � p I z W \ ,� .� '�' l - - 7 ter M rru ec )i r /.J( �\\ \ ` ; / F _ ` \ `p \ tr - S E E f T 0(d OT 1 00 6 �PA 2. 7 t. 1 � Z x O 6 x G p!' - _ I l i - - nc __ � � '236.33':9„G ' N0759'45"W\ 42 --- \ O �, „ j, 1 ;.26 •a C' \ \ � x \ I —2 •r�1'27 W WG. - ._ - -- 4 O O , G'8 N Or 59'45 3 1 ' 16 -2 r --- ---- - x x W \ - _ \J 0 N (V N x � I I I \� Q ; `\ `\, �\ � L - -;-- � .-----=-: I/ /'/� _�e ----2"s'r`—_ --•--v�=� 1 - � 4 JTJl ` , '` � _,` `(' _�-._� � 1/ -- i" \ A45 SAIV No CIVIL326'9 0 -� ,� - y ` SJ 0 Sin \N, \ \ (�o / STATION 5+96.88 BASELINE A = /� _ ` ) 9 '\ \` I _ STATION 0+11.85 BASELINE B STA. 1 +64.33B �0 1 �\ 59'45"W 1 =40' N0T T � r ''� /, 16•41'27 w _— 20 40 80 �� I N o \ w- - 1 64.33' 236.33' \ 5 _0 - ` 0.08' HUB TACK \ CD ` / ,r, cu > / � Y o ►� SCALE IN FEET 3 �- DETAIL_ A `7- a v a J K" IX o � Q NOT TO SCALE 6071SNEW.DWO 02-08-95 TOWN OF BARNSTABLE FERRY TERMINAL RECONSTRUCTION PUB. RD. RSICAL SHEET TOTAL dV. N0. STATE FED. AID PROD. NO. YEAR NO. I SHEETS MASS. FBD-OOS(003) 1995 3 46 PROPOSED CONDITIONS 7)vn17/s Mv1-ir/o rlool \\ J t F--- Approximate Line of Existing Deodmrm / with Tie"-Rods to Exist. Bulkhead f Exact Location of Deadman and rie--Rods to be Determined and Proteoted by Contractor LEGEND: sh >F 1 1 r ^ � �ewis Bow :f9orir/a PROPOSED PUBLIC PARKING t (2)HANDICAP SPACES PROPOSED BOLLARDS (3) ��-- PROPOSED CONTOUR PROPOSED DOUBLE STREET LIGHT HTL, MHW AND MLW FOLLOW EXISTING BULKHEAD C� 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 �7 \ n ) o ;i� PROPOSED PAVEMENT MARKING -_---.�_`'�''� _ l '.. �• + I � } c - PROPOSED ORNAMENTAL FENCE L .- - ----- - , a -'-�_ - - --q --- ----- -- - - - -- -- - PROPOSED FUSION COATED CHAIN LINK FENCE N Ufa +- v �� PROPOSED WOODEN STOCKADE FENCE , PROPOSE � . i, ,� r ' /.� �. '/ % � I _ � �ci�s PROPOSED 5' BIT. CONC. CHAIN LINK 4 •., ! / � N.I.C. NO IN CONTRACT 11D� I[ �ALX x��:9 SET 0.5' FROM ''�' / h I ;J' r 1 ' ! 'y o PROPOSED PRIMARY SLIP NOTES PROPOSED PROPOSED LIGHT (TYR) l7i• � y� l 6' FUSION-COATED �:rit, c.u.�i�q SEE LEGEND FOR TYPE e.� l " PROPOSED STREET LIGHTS (BY OTHERS) t + 1 . ELEVATIONS ARE BASED ON NGVD 1929. j I CHkN LINK FENQ� RELOCAT ' `MOTILITY. 2. ALL CURBING TO BE GRANITE CURB AS SHOWN ON DETAILS POLE HERS SET 0.5 FROM • '- _ PROPOSED CONC. � : / • • -- i PROPOSED CONCRETE WALK ( ;� ) A.ea k ,?,'•3 RETAINING WALL 3. FOR LIMIT OF WORK AND PHASING SEE SH N0. 6 PF�p4SED REMOVABLE /S., 4 SEE DETAIL SHEET N0.1 '" E� 3 I , �_ �. �, �: '1�, �� � % � ` , - 2 j PAVEMENT MARKINGS LABELED BWLL ARE TO BE PROP. ORNAMENTAL FENCE _ { I i, \. 10' IN LENGTH WITH 20' SPACE BETWEEN MARKINGS MARKERS "' �. � , n (BY OTHERS) � ', __._JL_ t .. _ �) �'rYl (,U 1 `� () �. 1 �v 1 Q' �' 1 O:.�4J 2 1 .. - r . . — -.— � r 1 - . • • _ �'Y ° ) ,_+ t.,, - �.., , __.. QQ -al Turning Basin aiid 7Na.vig ,-_it ' oii Channel 17A Fedet PROP. WHEEL-STOP ( ) �- % ?-° T l_; 1 '� c 111 :r� 11 f_. C Depth 1 is V i�, . �_j. W . 11 N _ s 00 �- r ♦ s SEE DETAIL SHE N0. , r;.F,T - PROPOSED TRUCK STAGING AREA r "` '9" `� PROPOSED 190 LF OF » 12 SWL (TYP) � <, RIP RAP SLOPE �_— ( R©L $04TH =h ' ALL12 SPACES) BY OTH RS) ` _ - A'Q PROP. BOLLARD (TYP. ~ ` PROPOSED DRY HYDRANT 7X ! ,i i. -• PROPOS FIRE ALARM PULL STATION ter--, �s;" .`Q G' � RELOCATED UTIUTY POLE BY OTHERS) 1- ,-.,r ,__ _� s QJ lr' --'PROPOSED GUARD RAIL (55') Z _ Q �� �. � / ��1 a - �:r�eri -- -- - -- --- T: �Q1 TJ7? j PROP SED 'AUTO STAGING AREA _1 u�se % pc ` 1 PROPOSED 5' % K r_ r� � � 'r 4 Q�i _ o ' I t BIT. CONC. SIDEWALK < _ PROPOSED GUARD RAIL 35 11; ( ) SWL _ L TYP. __._ _. - • - _A G .- �� 1 ,T S� �o _ `� ,, . 1 SWL a,-.�,�» POSED HYDRANT ;,,,�, PR PO' , ,.v I , 4 PROPO ?' - st BY OTHERS - ED BICYCLE STORAGE ��P P "'gyp AborE Ground PROP. ORNAMENTAL FrNC � � � - 4. , _ �+� '" PROPOSED PLANTER ( ) 1 ' ' !YC 5!r' -ten <" I •. '!f'oG, , `. �o!oh;P GYaler =.`ine - _ - G ---�' -7 Ozz, ,_�-- PROPOSED FIRE ALARM PULL STATIONo ' L .EXISTING HOLLY TREE B/1 r �rnyr L } ! Q/��j A J � �``. cn L _ PRORpStu PLAN �.: /owl off' ZTOSAVED : -09 ♦ ' W i/ 1 J '4 } , O m �� - ec \ ; I PROP GATE ro ,4 BARMIER , .y _ i# O x--- I; ' PRh}POSE-D. DM TYP X ER 22' ( ) �� h I!., { I Q PROP. TICKET �INSPENS TYP y .< I rn v c, �` PROPOSED I a ao v i�r, I� \ j r+, 6 WOODEN S bk DE - - ' - - I c Meter Shed ' 9 -j 1 FENCI EXIS NG c� } I Bit. 7rwe "' � r 4 C L r PR4P0SED 5 f'27E� _ ,r � r_...._--_--r `i�,o✓^ _ BIT. CONC. SIDEWALK r°� _ - CR,� ■ o .a PROP. ACCESS READER t '�� I! y \. F _ ,1 0 PROP. BARRIER GATE ! \ Plrn 45 't b_: I 0 3° J B J 7 Q I } �,� ,\ �, �� '` � ' �'�w 2 �49 m 3 I�, 3 t ROPOSED ' 8•UO j 1 1�" �4 \�� PROPOSED CB (TYP),/ ,} (NPR cD cn f w �1,4C �a + .117 U PARK N (n R _. F I `o 6 j /n l;6 / rIJ Lai70 ,�' -' �. _ � �,c it 9 -p Z n LO LLJ°- < �u t+°�' �,X PROPOSED PAR LOT RELOCATED UTYLITY sty ///W� 9. ,> �, �� Z ,B, T ( ) POLE (BY OTHERS) n 16 9 x18 SPACES + 6 NDICAP SWSL 1 ES ;Ci U11 � .`� i— k ,'fl l f - A i E{J ` Z 1 : �' ��' " J ? �'� 1 1• , 0 / r '� } �` _;� _f � - ge ( i_ K 9 P G E 2 2 I \w- \ 1 8?'59'49 W I c C41I)! r S Gfri Si r� l _ �oii� > t 1 4 57' � .._.,__ i� } L I x �Q N 16 41 2 t ----2 -- 7 - __ -T— -t-- - ---- - BY �TH ER 5 3 n, -�- - - -- -- _ ;, , 0 8',r1;,415` dv „J T 7. ma� � �..> � � --2^w"- ------- -- _ _ --� � PROP. T ��Pfd�, �AT€ ---- O - x --- _ - _ _— _ _ N N N - 5'�n 1 \ \ - �__ - Y .. 1 �, EXIST. CONCRETE WALL PRO( ' TELESCOPING GATE »B,,.. _ _}\ T� -- - - 0 i i I _ 1 �\ ! if i �- `.. <. �► ' __ -2 - PROP.; EL PING I. ,. y jT,P TO BE REMOVED - 1 V / N N N AlJ — �j" ,b/iC- PROPOSED 6' _.. / u lr, A/� CHAIN LINK FENCE . .gl? 6Myt "___ j \ L x , 'PRO GAT i s c sG O \ } \\r SA9r -'_- - / / �' /- / RELOCATED UTILITY POLE (BY OTHERS) L y -+— ��'s -b 1 `, 1 Z ,1 F REL TED LITY POI HERS)V� 'J1 -� No. 32629� t� -I J O i a tei s k 6 co�'r i _ -" ---- - -_ -- UP.. , / ; ` j f_ A TI N sc�p� q h NAl Q i y PROPOSED 5' HATCHED AREA REPRESENTS _ y ` �� `- - IT. CONC. SIDEWALK APPROX. LIMIT OF EXISTING I _ ~ m - - " I ` '1 r� i"' c) � B SEPTIC DRAINFIELD UY t� f PROPOSED DO NOT DISTURB r �- \ 1 =40' >, m 1 % 6' FUSION COATED CHAIN LINK / / M i ` ` FENCE 2.5 OF FACE OF CURB 0 20 40 80 m Q) > SCALE IN FEET c 0 L s a C U Q TOWN OF BARNSTABLE FERRY TERMINAL RECONSTRUCTION P FISCAL SHEET TOTAL DIV. W. STATE FED. ND PROD. NO. YEAR NO. SHEETS \ ; - MASS. FBD-OOS(003) 1995 4 46 \ i GRADING & DRAINAGE riyonnis GfC, f/oot F_ Approxirrrvte Line of Existing )eudmon with Tie--Rods to Exist. Bu!k nead Exact Location of Deadmor, and Tiie- Rods to be Determined and Protected by Contractor LSN'/.5 Bay a9orino .��oats r_ I r.. STRUCTURE ELEVATIONS STRUCTURE - ELEVATIONS STRUCTURE ELEVATIONS CB#1 RIM = 14.90 CB#1 1 RIM - 9.00 DMH#1 RIM = 9.57 INV.(North & West)11 .89 PROVIDE INV.(IN) = 4.83 INV.(IN) = 4.60 TJ�J INV.(To CB #2)12.39 HOOD INV.(OUT = 5.32 OF INV.(OUT) =ON OUTLET ) ( ) ( ) 4.35 /. LIMITS OF WORK FOR CONSTRUCTION ACTIVITIES I CB#2 RIM = 12.20 CB#12 RIM = 9.80 DMH 2 - c BY OTHERS UNDER SEPERATE CONTRACT (G.L. CH.149) ._. INV.(IN) = 8.43 INV.(ALL) = 5.24 # RIM(IN) 11 .00 .80 �' I <- I INV.(OUT) = 8.93 (OF) INV.(OUT) = 3.62 CB#3 RIM North & West 11 .75 CB#13 RIM = 9.80 DMH 3 RIM = 7.40 EXIST CB ADJUST RIM ( ) INV. = 5.40 # INV.(IN) = 0.95 CB#4 RIM = 15.22 CB#14 RIM = 9.87 DMH#4 RIM = 5.50 • A INV.(North - 5.78 PROVIDE d� SCfi�ODL �L/ �/C - ° r'i/e K7yp,� 6 c ( orth & West) INV.(ALL) - HOOD INV. IN) = 0.30 3�3 �c �� STi4'EE7t - i INV.(To CB #1 )12.25 ON OUTLET INV. OUT) = 0.20 --- _-i. •r-+------_: - �r-...,__:�=� .; . ------- �'�--SrY1f - � � ��; 5' r: I aL11 I ^ - i -I_ _ _ _ - urr tabor,- C - ___ iC. 16 41 B#5 RIM 12 00 B 1 RIM 11 .20 OF - OVERFLOW PIPE INV. IN = 8.45 INV. = 7.04 INV. OUT) = 8.20 jr , i CB 6 RIM - 9.00� � �`�,,, �• x16.OLe� � _ INV 4 00 C # 6 - " r r r � 9 / -- - # B 1 RIM 11 .20 1 f / r rU, , ,� , PROVIDE (IN) - INV. = 7.20 \, ON HOUOTDLET INV.(OUT) = 4.55 (OF) CB#7 RIM = 7.00 1 R - / r --- � � � Bit r''ovny i ��� •I �' - CB# 7 RIM 9.04 INV. IN-BOTH) - 1.45 INV.(ALL) = 5.00 INV. OUT) = 1.25 ' ^ B 8 RIM - 15 25 CB#18 RIM 7.83 INV.(North & East)10.00 INV.(ALL) = 3.82 / 1 INV.(To CB #9)10.42 • - \. I/ \ / = 13.64 B#1 RIM = � :,/ � " /I �. to B 9 RIM C 9 6 54 _ - -`? - - _ ROVID INV.(North, , 4 °c,a UT) 97 HooDE _ / I E INV.(IN 8 $0 1 t . INV. 0 = o )-3 00 INV.(T CB #20 ON OUTLET - ' firrg Jpcks CB#10 RIM - 12.50 CB#20 RIM = 5.40 - _ -- - PROVIDE INV. IN - 6.88 8 INV. IN i ` 50LF S�0.005 71 ' 1 - --- I BULKHEAD _I l-._ _"__.___i HOOD ) - ( ) ) = 1 .44 15-0.030 �2 sre _ ON OUTLET INV. IN) = 6.88 (12 ) INV. OUT) = 1 .34 (OF) + Ln I rY ;-,,, ; LEVEL AT EL. 6.5 INV. OUT ,� /T y s �, t� ( ) �,j, , I I o \ s; N � , `, E END SECTION ) = 7.38 OF }- / �` o INV. 2.30 1. I I 1 g. - PROP. 85' TRENCH DRAIN (ACO DRAIN XHD 4 OR EQUAL) to V�j/� / I 0 S . -_ ,0 r 41 < 77LF V 70 r � 1 f/ 68LFs4 t _-- _--� A 615 ] s I �\ X._ lv , - 4 - M PROP CONNECTION AT PLUG FOR PATIO DRAIN SYSTEM ---- - ' __ _ I ���rv�9� / EXISTING CONNECTION TO LB TO BE ABANDONED 21 O r '.x 40 13.0 S_ -5 - S- ' v - �t Sc.�% SOLE 6 ,. / I - ---- = Maus -- 12 2LF CB#7 7 I� J -0 0 I� 0. 43 o U) a �► ! f o f� Io _ v - f - Rim6:4 ( j lil .,� i-- r . c,� to i " N (o ^h - -- - � I )'� � PROPOSED OVERFLOW OUTLET w/TIDEGATE , & CB#8 Icn �; CB#91 it u� �s-�.,��1 r,�. , SEE DETAIL. ON SHEET 11 1 r =0 20 4 U -Q 15 n, 76LF cn INV( - J ''` lQ I� - -� S=Q.�28 - CB 1 Q ! -' o � l ��� e ir # 25 0l0 4,�� INSTALL MH FR i 1l 1L iiV i 'n _ FRAME & COVER _k fir, � ' n �_ _ IJ 4 3 - 12 XO I� DMIX s�� ON EXIST CB, BECOMES DMH 4 LEGEND 1 /.>> r- \ 1 '�,• /r �'�' oo t✓e Grounv # I / o f v, I \ / j// /�j _ 1 x - ri v. �;` � o •e GYater Tire , / -r_ � - 6 /X 1 Po virrg 1 0 Z AT PROPOSED E; .1 o n CATCH BASIN, PROVIDE HOOD ON OVERFLOW PIPE AS NOTED r ,/ MAINTAIN EXISTING GRADES '� -. I O 1 /, ._ �. '- /nx -0.9 • PROPOSED DRAIN MANHOLE rn cI ( , / �VVI7HIN 2 ". OF HOLLY TREE, i I 1 F -*S �._ � cr - ��' S �r a� i ` J x Ioa j DMo0 q y CAI k PROPOSED 8, DIA. PERFORATED HDPE DRAINAGE PIPE (LEACHING) 4 1 P _" o �'. 1� � 9 �Gleter .5 ec - _ } � � 1 1 3 O�I � , h n,:` y �0 .` _; "_ � .._ ErY:St, •--- 4 �� C B# oI _� PROPOSED 12" DIA. & 30„ DIA. SOLID HDPE DRAINAGE PIPE _ _ Z _,r _- - 7 C PROPOSED PAV o $1. I �/ - EMENT SPOT GRADE _ _ _..�_._ _- �4 CONNECT EXIST. 12 DRAI Nam° `° _ _ _ _ 05 _ l !^ f _._ _ .,. -L1N T 8 S,0.0 C I$ 1 �� o_ I 25Llt- �Ye ,�~ - / H #1 .4 S=0 - - - - . .. E o OM 1 J1 O �I 05 I 0 I t5 4 c �� f i 1 -- Y': . C # 1 rp1 _ C8#18 # ! � � I i �`��\ '� 0 1 + = 12 88 CB 20 2,- t I ,- Y� u,10 B 1 1 N1 _ - -78LF =0.015 I I 6 'F `5 z o t r 88LF. 1 I ti �` 1 S - =0.015 -O.Qi 7# s•D o �•3°0213'�.. BX '_� ,. S ,. i \ .� i a -T, 1 ce#17 02 - -�- iI f Ili I I I a �\ C B#14 B 19 GRADE TO DRA w "�� i � nr �/>�, I / \ 4 �f I f. J 5OLL r005 1 o x 8 I r� TO EXIST CB I / 4D i �8 " -• -C-t` � •/!'� I 76 � J/ �� �OtF �S=O• �i aD G: `r'a .:eachfi o A S=0B#16 vi 1 t1 cr 1 \ / , Graves% Areo 1 Dl o C 97 15 I5.75 /" \ �. 1 �- -. r' ;- -�' of�`' � � � ji rJwtf�Hk � � � ,� , r �� ' I \ 1� r �1 1 - - 1 tl !tiaPr .^•� ��BlJrl6O% �A( I' i_U1 �j Z ? r / / T `� �l - �.v � -, 2- � � �E ! ��: x/0.6 o 4 ° ° - i 1 i I - N 81'59'49" W Z 6 4 3 ,=_ N 0 75 9 45 W (7) rn rn \ \ l ►� f --- - �41' 7"Vv a --- -�-------- - ---- k O� 4 7 _, 3 -- ay I \ 1 / "- --~-' 13.0 A _=`i _ -- N 2 7 - -.----- ---- ..�_ ---__ - gyp.. -� O Q`�� 0 T 5 9'4 5" 1 a E' _ -_ G. 02 N N N 1 __--- 2 W' ---- -- - -- --- - - ------ x 0 W x 4 � Gf �b C-D V --: Lit Cf) t x PLEA---/ ---�--�r ;�r� ��r/%% �''�`-/ i x � _ -- j �_-_ - w g a- Q U - 1 �f r MAL m a� > 0 20 40 80 C _c p , 3 N a � -C_ 0- > / SCALE IN FEET U Q �._ 60715NEW 02-08-95 TOWN OF BARNSTABLE FERRY TERMINAL RECONSTRUCTION PULL RD. FISCAL SHEET TOTAL DIV. NO° STATE FED. AID PROD. NO. WAR NO. SHEETS \ \ - MASS. FBD-OOS(003) 1995 5 46 CURB - TIE PLAN 9xi.mate Line cf Exisfirrg Deaa`mor, i- w, 'r Tie-Rvds to x st. Ru/knee ! ;1 Exact vocation, of Oeadmar and Tie- Rods 1 CURVE STA OFF STA/0 FF RADIUS LENGTH f' to be Determined and protected by Contractor A-8 2+87.27A -16.67' 2+91 .82A -34.10' 52' 24.45' x' sue'"~� �,,P z ewis Ho.�/ .�arrirQ <7oars 1 A-9 3+12.92A -31 .08' 3+13.21 A -36.01 ' 3' 4.71 ' r A-10 2+71 .35A 97.19' 2+76.21 A 90.20' 5 7.85' A-1 1 3+19.59A 75.13' 3+37.27A 73.01 ' 5' 7.85' A-12 4+39.61 A 121 .99, 4+44.58A 127.40' 5' 8.25' A-13 4+30.38A 73.64' 4+37.13A 78.33' 5' 9.65' l( - - -- 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' S' 8.73' -,- r �lllT 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) A-18 4+42.70A 9.73' 4+47.53A 6.00' S' 6.57' r A-19 4+73.1 1 A 23.79' 4+79.1 1 A 24.14' 3' 9.43' A-20 4+74.30A 9.23' 4+80.28A 9.71 ' 3' 9.43' ,t ~ A-21 4+89.83A 15.68' 5+01 .08A 6.00' 10' 15.69' " •,,'- :. - . _ A 22 4+90.20A 30<00' 4+98.14A 30.00' 130' 10. 0+05.53S A-23 3+90.244 -37.21' 3+9') -45.32' 6' 9.42' a --- _ f_ - Y n _� x --ix_-r X�'--X--) X _ x -4<37 A-24 3+92.58A -32.79 4+00.69A -30.29 6 9.42 !! � _. r�� z _--________\t_�--.,��_-�._ _ _'-__ A-25 4+10.01 A -35.22' 4+20.00A -47.76' .20' 16.49' A-26 4+20.05A -30.00' 4+24.95A -35.28' 30, 7.22' �¢ - ' A-27 4+24.95A -35.28' 4+29.21 A -37.34' 5' 4.93' - 4+�7.02N - 4+eON .. 3+0Cw - - 1. �. ,.4- 2 1�GN -- - 1 +OON -4.37 ----- ��-- - �_- _ . $AEI IIyE _ 1+oos 2+ s ! 3+oos A-28 4+48.51 A -63.58' 4+51 .28A -59.82' 3' MEET EXIST -z- + +--------..�- ; 0--�-- i I i ;' �" i - --- i I - 4+50.71A -71.96' 4+54.37A -74.10' 3' 4.71 ' N +o 0+12.5At 0+28.02A / I - �' A 29 -78.3 20 / W l '� `' 5�-- --- - --- ( A-30 4+81.95A -58.50' 4+84.98A -60.74' 3' 4.07' <`�h. G. ' / I y �// // // L=6.30' - - �- -�-:� - o- �__._, _�� A-31 4+83.39A -66.48' 4+85.52A -62.81 ' 3' 4.71 ' L=1 i , -59.53' I<� r �i`f � / / � I - f��� , � o, o 1 r /aine / '� I 0 4. 0+00.53S A-32 5.02.66A -60.50 5+05.72A -56.97 3 5.35 isa Vote r� �i // I 1 A-33 5+03.81 A -66.91 ' 5+07.29A -69.33' 3' 4.71 ' [ F• x / \ -ANGLE=104'S5 36" e E1ann Y -2A.64' 0.66- �� �7 ' , �; f Y ' ; A-34 5+36.40A -58.08' 5+36.82A -64.04' 3' 8.78' 0+30.94A u "�, , I �! 0+04.62S ✓� A-35 5+37.20A -36.10' 5+57.13A -47.27' 25' 23.73' 20' R " -58.06' �� ! 22.63' '� �- - A-36 4+17.09A -157.50' 4+19.13A -165.24' 4' 12.57' L=8.90' 0+35.94A ✓i �' S - �' - .. - --- - - - -=3* f I - 0+13.90A Grave A�:a X �,.,3 iO+OD A-38 4+47 21 A -169 61'' 4+53.31A -173 617' 5' 7.83' 0+30.94A / N / 18.63 -/3.73 ! -46.00' �rf'`'"'n� r��. {ion. I ' / ' ' / r - { - I A-39 3+52.38A 34.64' 3+65.74A 38.08' 5' 14.44' 0+39 0+14.31 A -4 _ - �- - z� / / /� i /� / / fi � -� `�� -° B-10 2+00.21 B -134.82' 2+09.35B -134.87' 4.5' 14.14' -70 ' - `. / / i i j B 1 1 2+00.35B 107.8 2+09.35B -107.89 4.5 14.14 / 0+16.63A : • / / t I I I 1 , 1 / ! I 1 - - 3+08.49B -77.40 4.5 14.14 4� _ -69.13' -� _ - -_- -- - - _- � / __ I B 12 2+99.49B 77.35 ., 0+20.QpA i+ - x tom. -x / Y�.,%y . �,;� ---'- oafng �oc�rs -- - I ---- B-13 2+99.63B -50.37' 3+08.63B -50.42' 4.5' 14.14' + 0+41 . 4A - - x-- __ x ram.;.-1�1 _ - _ _ - a r ___T�_ _ ------ , i m 0 2,6.6 A _ - - --�4.23 --^J B 14 3+20.906 26.03' 3+26.896 32.Q7 5 7.86 15'R -46.0 ' -46.40' 0+59.86A 3.5'R B-15 3+23.92B -9.93' 3+33.01 B 0.00' 10, 15.64' ANGLE=.76'18'30" �. - B-16 2+99.02B 0.00' 3+09.01 B -10.07' 10' 10.06' L=23.29' 0+ -10.00' 2+91.82A L=5 5t?` , a� ' o ` „� - 6.00' 2'F� -34.10 2+07.01 N f 2+87.27A 3+05:69A I ! 1L � B-17 3+04.886 -23.71 3+08.94B -20.92 3' S.77 11.6 , - 31w 0+41 .94A L=6.29' Y. 1 19.75 - -� B-18 2+04.64B -162.41 ' 2+31 .21 B -136.02' 26.5' 41 .55' �' - , 0+59.86A 16.67- -- �4�2,27' r 1, � f - 21.16 � B-19 2+31 .33B -1 1 1 .50' 2+39.27B -103.55' 8' 12.46' .� � I 10.00 y " 3 R '3' 9 8A , �:",. . � \ \ 6.00 1 - 3+11 .27B -106.93' 3+14.29B -103.95' 3' 4.71 ' F 15'R f00A - 2-,,oo4 L=7.70' q-g B 2 0 .0a4 L=23.72' o+�2s:,8$A l r - '> , _ 0+86.96A NO � � ^� ___ _ `J ' -_ :I � / �- `}��` '/• • � ' I�l ��,, - � 106 93' INDICATES OFFSET TO LEFT OF BASELINE ` 56.35A 28.06A -- 36.01 ,� - ��, -- 0+ +"�3.21 A 0+30.94A , -6.00' '. : --- _ 106.93 INDICATES OFFSET TO RIGHT OF BASELINE }' S•�--r �3 10 2+ -6.00' 0.+35.94A 1 0 6.87• �� ,_� _� . ���=,, 1��� - - c 0+30.94A 22.89 - - '„ . t� _ 6"per _ b�, - r -- - + x /J ° 25.86 0+27.75A _ �; L�14, car, > 29.56' y 279 . //7 45 R 31 .50' _ ` - `'� I6.9_#A. - L=32.40' R=30' 30'R „ _ -� -- _A41_ _ I 18 .1 a 0+14.63A `' ;/'.9. L=77.99''' - 2 &2,1.21�E T� �, r _ - -- - s2��---... ir7v Sign ( \•. 1�i- 11i �l a.r- fI I R=15 '6 �r Q+12 75A L 15 71 ' 3+13.04A - - :ii`v 0 + - fender yp __ , • 3+48 9 6A � --� - . ''�I 73 48' °1 ; 58 95' A-1 1 'q 5'� I ij '" 'I I s � 14 1 2 l^~' �- � 0+$1 .71 A Y i ro s _ 0+ 8.40A :t �` G -39 A-23 4+03.23A 4+30.62,A ���a 57.33' iU - ' '� yr + - - _ "�� n0 a i Oun BASELINE -A- CURVE DATA n' . 50 86' 153.97' ',,- .� R 45' R 2 69.41 A A-1 _ 3+59.79A A-24 �P� �Ofob/c° rYaler �rire- + 0+45.48A / _ ram,.. ` '� � J I / j 87.77 4.95' L00.11q l - A 1:( 1,. 56.33' + CURVE RADIUS z 69 00 ) 2+21 .58 0 - - MEET EXIST - , ` � i--- ,�_ ,� ��- -:� 4+35;24A 4+30.03A � �� _ r�.. - _ _. __ ., _ o P.C. STA = 2+28.06A LENGTH >, 0+11 3At k R= OZ.41.. A"a A-1 120' 157.86' c� - - -� � - m 1 }. j�+ i>r�ss as i 57.81 54.97 - 27 / 62.3't O ' _� L= i ! -. +41 .93A AZ1 A-37 -38 - _ _'7;t�� `�. sir �9 P.T. STA = 3+85,92A .�-- 1� �, - 1 4+30.41 A Q`� !- , _ 8 1 - u1 �5 z rn 1 '' ��' P.C. STA - 4+90.20A F� rn BENCHMARK PK NAIL, V , x �,� 7 4 J ------ 1 +' SET IN BACKSIDE OF V X� � 1 1 �1 ",.' �`%,'+ , . 61 .97 cJ� 1��2 ''r .,fir+ 29 �?o�� r A 1 / i k - 00' 4' I 1 UTILITY POLE # 52�9 -�- f " `' ' ``'�a - i - ',� P.T. STA 2= 4+98.14A �__ - r - I ,\--.._____---- TT - �' �- 17•4?8 2+39.1r �- �:� -r .. N ELEVATION 20.37' r - f • �+ \ \ / Oft /) n_ 3 4+44.38A 1, A- a 2 PO;e �} A 23 .00, 'C r-- 11 d. x " _ -14 `� f3'" A-15 A-16 q' 1 -31 �� ��E� sr, % r._..-_ .� 7 4+43 15A, A-12 E q A-30 A B- 3+1 1.18E -1 - 2 -2 9 - 3' JC8 A 9C� � B 1�1 ---� �. 121 9 j r r f��+1. / ; �, ' l � 21'' A 2 c , I C i� _. y -4+ 5A G A-32 A-33 _ .j �l �g o , I I ' ` '. / ! ( / �1� ,� B 12 = r'ii'cif�l/S X ►�= •� i I �'� �A `' , � 114'�I � E: 4+73.61A/1�71f� - � obi' 3+48.356 6000- j i I I r �, �, ' n�f'f ✓ l F: 4+79.59A 18.20' g x/U -104.12' k. I l 1 �` G• 4+89.15A/24.00 ! x F I c,� 5+78.43A i .. Sox J CN 1 i >r each///a ' d ,r,o, irJ r j �, 1Q" r 'G'l! � /s I 1, H: 4+89.SfiA 19.f1 �� � -30.00 j� �r47 "% o r r ewe ', � 4+m,.15A 5+49.74A �_ I k X � I, A-34 I r �� P at,on, ; i <' 1 6.00' A-35 � \ rnP r � � G . I�� �. `'7 4+89.56A B-1/5 - 3+48.72B O , / s \ V r !, , x 5+72.61 A -ANGLE=91'46'1 8" 1 ` Grove/ Areo I 19.01 St f y B 14 32.18 28.18 III, 5+76.87A I� 3+04.97B 8 17 . Q �� �./ {�j 1 r ( y_ , `i i , 29'R 40 _ t'orer 4��' l6uriea'i I _ > ") , , L 16 65' �S , 43.73 1 5.90 1 �1 j 5+78.6?-A- ~Q i } vY �. X Ub , - 5 ,8 - 43.46 1 B �- + +�_ � � � �5 �� 5+87.83A � � '•' �_� ALONG EXIST. EDGE OF - _ _ �; �-s'�' X 148.21 ' 19 �� p05ED 'CE,, OF CPROPERTY LINE c� rn rn \ \ I I pR0 _ 2 rs -- ----- ----- -- - - --2 ---;-t - 07B 4+45.07B. f 0+6�1 .28- Y - --_ ____- Oi x rt%hor,. 0 N N N ,5' t; t r /�/`��/ L=30.81 +9 .078 \ r -- a s/ rJ 0.00, - ,- _ x � C � _�---_ - ;. - '���-!9 I I 1 +5 3 B ,� 100 �, 1 _ - w/� L 1 _`- _ V /Y w cn O ` 1 spy _ 5+89�5 A' j j i , I 4 JIN Z --7U 5-- - _ / I C,v q -, T J - ---�- - - ------ _�� _ -- UP\ r 11 IT L�-- t'� �o,��G/ST�a`�.t _ _. FS S t1 Q U - o i. >6 6 T; -_.,_: f� L70Xtcr s q a- m `'r n + , I �)� ! STATION 5+96.88 BASELINE A { �� l!kIIEET EXISTING STATION 0+11.85 BASELINE B �/ _ - _ STA. 1 +64.33B -- � _40 N07°59'45"W m m / � �, � i 159.5't N 16'41 27„W 23 6` /• ./ � , 5+99.72A 5+98.63A ---�64.33' 33' ` �, 0 20 40 80 r 145.4 % m Q) o , % 157.93' 5+99.01 A 5 0-08' HUB TACK < �/ `'�, 3 v L 5+99.40A 149.20 „ „ SCALE IN FEET o Q 154.18' DETAIL A NOT TO SCALE 6071SNEW 02-08-95 TOWN OF BARNSTABLE FERRY TERMINAL RECONSTRUCTION plSCAL SHEET TOTAL v. STATE FED. AID PROD. NO. FlYEAR NO. SHEE75 ♦♦♦ • • ., - MASS. FBD-OOS(003) 1995 6 46 r � �'' • ' ' • � • PHASING PLAN \ Approximate Line of Ex,sting Deaa'mon \ with Tier-Rods to Exist. Bulknead Exoct LOCO±ion of Deadman and 7'e-Rods �doro� to be Determined and Protected by Contractor `'l,;7P L ewr.� Bay ylar'i c ,'7oais ` , i PHASE i'1 ••' • CONTRACTOR SHALL ERECT A FENCE SITE/MARINE o . TO ESTABLISH STAGING AREA U --- - as low M 0 1000 LIMITS OF WORK FOR CONSTRUCTION ACTIVITIES ,♦♦ I BY OTHERS UNDER SEPERATE CONTRACT (G.L. CH.149) r .♦ 10 - i n. ' �gn syti � -- �_y_ :�_. --x-� �-=�"�1War�_ i�:� ��-iit�'��r■r�t>�ri'>s.-1� l (� ■� � � � IN � y RYT -- - - - - - - - -- - - --moo.--- .--- -2 L� Ff I - v - - e - - - --- X" I �/' STAGING AREA STAGING AREAoil CHAPTER 30 CONTRACT CHAPTER 149 CONTRi4CT J x / ' PH SE =', '� ♦♦ BY Nlil'! - - --- i^ ♦♦ r I � �� OlG"9uiditg �ounoafiarr � %`/ ' / / , � ♦ �1._._h -x- f ; I =x _ x - :5 �♦ Federal � iA1, 11 ng Bas � ll� �� � � cl Nv .n.' ,()- ation m ; ( Y r I o %:ll',f I `b I�rilivr � � � m �. �■ MM � � � � � ■�� r• ii' U / � � � � � � � � � tip._ X� � nm _ - f 7r7 S�.l f ow PHASE V _ -� r Y� ' 1 1 my '-- r- -_ ■ Sig ' I iner _ a( I �� \ f ,4 �~ -Abcuv Ground �YGS?�, n �� � "� � � \ ��i . Pofobie Wafer Line-- 1 (� r " (k7ss Ares - n �� � xt 00 v rgr J I ( J /1 \ ' o 9.B T / 9if Q' !� Ms-- _�- '��M - -- — — t LIMIT OF `- __-. --- <' 6.8 0 '00 THE UPLAN - _- �r ' DEWATERING\ AREA \ _ �; =J � ; f v f? "_ 9.O I ? ' \ � , ;�==-,� PHASE la o _ - I Z ; I I , '\ \� \;�, , �j �. , , _ _ - PHASE IV it w �, , ti�� Wyk r 477 Q CBC, 90--� � ,.6 .� �,_y/ Bi1 P `/ i o X I_Si r� Y 3 1' LIMIT OF PROPOSED` TATION z a f / i ��ioue Area ; I, /`, _ CONTROL FOR O \ \ "' / .r L DEWAT ING (,Tl! ? - �/ 3 v1%OfP� ---� o �" < "✓�i� �� � ' �f' t Iry Z --- ff j x'l26 +�O� Q� � _ X l4f�or` r \ ;� a'. , �, �`\' X ` \ - -Aa, _._---•-2 _.}.-_ --•-._" — ..� Sin __.--__ �. O N N N / Sigh _ J 1 . - �\ g0 -- - -- - \ �D i �1L _ _ ----' i r�P N N N r-- .- -- -- X"" , sigma X 1 - - ti J - - 1 cn o of s c. a- Q U - _ _ i o x No 32529 � SS�ONAL 1 =40' T 0 20 40 80 - \ m N ' � .x p 3 U L_ �fr'/ o 0 Q `� SCALE IN FEET 60715NEW 02-08-95 TOWN OF BARNSTABLE FERRY TERMINAL RECONSTRUCTION Ply. RD. F19CAL SHEET TOTAL STATE FED. AID PROD. N0. DIV. NO. 1fEAR N0. SHEETS \\\ ♦• r - MASS. FBD-OOS(003) 1995 7 46 \ , ftoftloDEMOLITION PLAN i — Approximate Line of Exisiing Deadmon \' with Tie-Rods to Exist. Ru/knead Exact Loci: ;!, of Deadrnan and Tie--Rods ! be Detr:- •' d and Protected by Contractor' 'f ♦ PHASE _ _ SITE/MARINE ••• ♦ �10 1♦ ynl ' 1 `o is I, qr i L✓ - -" ice f Ifr>� /!V \ t 1 � r r Y.. d ' - -- — } N _-- - • T_ _g._ f I4v. ` C001 0.2a` t i.. .,7E r '1 �;�" *rl I i Iz, EXISTING PILES & PILE-HELD FLOATS �► TO BE REMOVED BY (OTHERS) UTILITY POLES TO BE REMOVED '' - �:' ✓ /� , / i ! 4 x P� /,/� , ♦ BLDGS TO BE DEMOLISHED AND REMOVED AND REPLACED BY OTHERS_ AS SHOWN { i r� � // R� � (BY OTHERS) ON SHEET ENTITLED PROPOSED CONDITIONS -� `,jam y/ c) "y %�:7ve, t i�-/�� i ♦� OQT D (� Ipy .. ") �' BLDGS TO EM < - . �. , _ ,. a - - I . r � ° 1 'V j° b --, _ k �� lo `T \ I.� > �: t ,BY OTHER cat .- . . A� rrl � vr of F� Zrl �. er� fT C _ 1 r _ { __ -- --x - �, + ,y __� r'Ovfing �Ocks ♦ Federal uir iiii a Basin an( '1a`7i ��tic�rl C� hannel � � - .-_ X!-- - X-- --. ___�_..._.�..—.-_--.i--E+-.-_. _____-_ ._._--'------ - V , T m c �� ♦ AC OE ri xr riE. e t. - is . 0 M . L. W . .. I f I _ LIGHT TO BE REMOVED AS o ` 1 � o � LIGHT TO BE REMOVEp -- _ C � j Fl?n 6,9 ' PART OF PHASE I F PHASE. II f \ i I f 4 A♦ /`. AS PART 0 ,� CONTROL BOOTH FLAG POLES �, Sit Pavinq TO BE REMOVED,:' 1 d TQ E REMpVEp m 11 M m I�J _. at re�E' Area \ / 54 � ,! �\• ! i - -- --I I r 'il-•( !t V`Iit`L _ I 1 ` 4 �., TfENCH DRAIN % '0 BE REMOVED - - �I��i , ;; BUILDING TO BE DEMOLISHED III I AND REMOVED (BY OTHERS) �_. I ' � , k--- .= .• `,. �_ ' ! /' ,may`,-� �,�,/I7 ` , �. /' rL'r47E`f ( - - - fi __ �T TO 61= REMOVED 1 ' ' `' o `" T AS 'PART OF PHASE II `� i -' \ N�\ ' a��r .1 ��i :� itll _.., a1� ` '` UARDRAIL TO BE REMOVED o �1, G Uxi .,, --.---- � _ -c�.._ � - _ ••. , e AS PART OF PHASE IV • - i / /�J r✓/ f .�` - \ ! 'atab P Water /nP j;�� M� t 12 •G - i, LIGHT TO BE REMOVE Z rY,. l �''' � 4 ' + j - AS PART OF PHASE IV Qt CD m f_ f I V t / �` r - 7 ~ it M I J.. --_.---1 t l 1 l �1 ) /- - (,., t4`�,.-• I ^. .�j N(G- ' '� i�(. _. -T ��,� "'-<...`/` T '1. J"' `'`� 11 •_J 00 0 r, ! L 04 -� - {' 7''�-_, !i 67 . Guar l" ~/ t , , y 40 LLJ -� rn _ ♦ '' - _ - Rim 5. 7!�i ri' - Th7 - ___ 02� i 0�'S 3„_ ; 1 . ALL EXISTING MONUMENTATION TO BE PROTECTED. DISTURBED A -- - i I -r _j Q ~ NIL LfOMT' TO BE REM-0 MONUMENTATION TO BE REESTABLISHED BY THE CONTRACTOR fl i ) ram\ / y i l 1 t I , LIGHT"Tb ,BE REMOVED r�� - �._•_:_ S�ART OF PH E to ,� 1 { \ �;:., } - - _ - SITE! PAVEMENT TO BE REMOVED AS; NEEDED TO SUPPORT w I , ; s - - CONSTRUCTION-V� 1 t.-. _ -- _-- PART--OF- - III ' _ E�/Sr PROPOSED CO N AS SHOWN ON PROPOSED CONDITIONS PAR ---f�F 1PNASE �+ O -----i s/ ver ; \ - - _ J--- 4 l 1 SHEET NO. 3 --� �\ - \ >5� -R•E O_VED k TO 8E � . - . ,1 � i;`t5ig�(i '. �c .,�t � 1 � l , � t 1 � � ti i� _ _- -_ _•�.__---- _� G� ,,� < c� l� i 1 — ` j_ 3. EXISTING DRAINAGE STRUCTURES NOT TO BE UTILIZED AS SHOWN I ` J �- -='} ! � a� �(/°;_ \ �; ,,,' •...:._ .`� ��� /,/ � \ I--� I ! _�_ --- -- � ilk 0 1, t� __ \� \ .'}-- t �t ` }-._ //� ��• �`� v' k� l;r ON ;SHEET N0. 4 ARE TO BE ABANDONED E � C�1(�7� �•j Fes;; �! �\ ' As1. :E NT r� LG1 ✓ 0!J �6� A 2 `' --j i � i �_ ; 181°59'49„ w, j _,_ �' 4. SEE LANDSCAPE PLANS AND SPECIAL PROVISIONS k I 1 x p 1UP 5 FOR TREE REMOVAL. I • ! I `\ \ \ \ ' 1 .,%L xi__' �_-'i L'r �-. t j / n 1, 4` - L' G� Y�'� ''� ��' ._ -tr _ _ - �Y'•;. ./771, �t -- - -- -- — W W rn rn ,+ t �� J \ �` \ i ! ` _ .= - -- t t �..... -- 1 41'l _.L �-'-2"�' _ T_- - — � � --- �✓ - --..; a> ��a B N 0 7°5 , i 7 ! �- EXISTING ----- ----- - --t": _� C� 9 4 5" I ; 8°25'4 5 `�Y I N N N BE DEMOLISHED WALL-TO T i - - _ _ EMOLISHED - rG - - - 7777 (`'� �/ 1 UTILITY POLES TO BE REMOVED J w O __ ) ' I ` \ /, ,� - � � \ l�`i fj'� ; , f,f j, / � �.�._�� AND REPLACED BY OTHERS AS SHOWN UP _ __-____-__ - t 1 ///// %/ l/i . /� ON SHEET ENTITLED PROPOSED CONDITIONS a- J J �- -- ---- - __,-�___ (/f'-� \ - f1 - / /' �' ' CIVIL go Q " "- "- -- - I - °-~- ` \ \ ALL PERIMETER FENCING ,.i I \`\ No.32629 yr `` \ [ `Y�/ STRUCTURE TO BE + \ 09 S? a \ �I a: �- m ( �t AND EXISTING FENCING WITHIN THE SITE V REMOVED BY OTHERS \ �Fs r TO BE REMOVED AND DISCARDED. PROPOSED / E E ( ) i - --��� '�0�L�' IS TO BE INSTALLED AS SHOWN ON SHEET o m / \ ENTITLED PROPOSED CONDITIONS SHEET NO. , �l m _0 / PROPOSED FENCE TO BE INSTALLED IMMEDIAT m -0 \ �'// AFTER REMOVAL OF EXISTING FENCE a) > a) a L � a Z � 0 U Q 60715NEW 02-08-95 TOWN OF BARNSTABLE FERRY TERMINAL RECONSTRUCTION PUB. 0. STATE FED. AID PROD. W. FW'L SHUT TOTAL ?40,200N ENV. ?a YEAR NO. SHEETS I 003-OOS( ) 1995 8 46 400MASS] FBD0E UTILITY PLAN r--- Approximate Line of Existing Deodmon - \ 2,,T9,1'00/1v with Tie-Rods to Exist. Bulkhead ,gj4,-foot j Exact Location of Deodman and Tie-Rods to be Determined and Protected by Coritroctor r j � I ( 1 2.39,506)1 1 , - t A l fAa s%qr1 LIMITS OF WORK FOR CONSTRUCTION ACTIVITIES r I 9j 4c�Or BY OTHERS UNDER SEPERATE CONTRACT (G.L. CH.149) f` ( PROPOSED STREET LIGHTS (BY OTHERS) PROPOSED 2" FLEXIBLE SECTION PROPOSED FIRE ALARM PULL STATION OF PIPE AT HEAD DOLPHIN. PROVIDE . PR CONNECTIONS AN TRANSITIONS. ONS PROPER CONN ONS D TR S y FPROPOSED 2 COPPER WATER x SERVICE VESSELS (POTABLE) --- zz t: V A L • :, ,,.. -�- 4 1y -,-.__ 4 Y>✓ -_ Uf - --��'i._,#_ -, . - - �--- J r�3' ? 1 f,`., '; ';:rr ;c,'; .7754 lec y I I 4'._. • r -, �� i PRQPOS 6 TAPPINc� SLE VE �esh. ant & 2lormo inc, /I k TIE INTOrCI�TING 6 'WATER P x; LUG END FOR FUTUff; 0 1 s f'-ferl PROPOSED STREET LIGHTS (BY OTHERS) i / % l I VXT N / ION - ._.. r PROP ED 6 GATE VALVE AND -BOX ___._.>__ _ __._. E E S { _ ---- P PCa5ED 8"X6" REDUCER PROP. 5' D.I. WATER w, - D I � i ,,. it ihf of � Army Corps � r nc : I X _ � - - �4 Federal Turning�� i ���, Basin andraicr� C1 111 11. l I C T — — — - 7-' r - rr PROP 2" -DRAIN BACK ACOE Maint. ,iiiiedDepth _ 2 y j S' r / th GATE VALVE AND CURB BOX 0 E3 ROPOSED. I ' I��? f - I PROP CONN. AT PLUG TO WATER SYSTEM _ - o _ FUT-4RP END (AS SERV. / I I PROP GATE VALVE & CURB BOX f ( I P�ORO ED HOSE i t i > Q "� ? s BY OTHERS) , ., �Yirq } i a l� - I l Y { ROP DRY HYDRANT & 4 D.I. PIPE 1 -- (BIB ASSEMBLY _ , _! x_ l 4�• t )! ROPO D F`IRI LAIRO :'P� Tf�'F1(�I<f �cr reo :i IP . I P A S EXISTING 6" C.I. WATER ���PROPOSED " TYPE K' COPPE WATER �' S E SSELS BL )> ERVIC T02VE (POTABLE) _ ' R PROPO', HOSE - -- __� - _ _-- t'. �~ 0 8"- D.I. ,WA�EEY 6 ' ! \ Sl ` \'4 9 � L -- - BIB ASEMBtY1 T -._ ----�- �� _ - ,. �.�"-- =t,�--�-'}`�f� t �� PROPOSED TRENCH DRAIN SE GRADING AND r PR41O "xl DRAINAGE PLAN) f Iv ei J� PROP( S�I3 SEND A rl P P D H41� , . , , 1 �. . . �� j J Bi AS EMBLY %�✓i' ' lr ' Z `\ /` ` i l % _ v/ PROPOSED FIRE ALARM PULL STATION PROPOSED CATCH BASIN, PROVIDE HOOD ON OVERFLOW PIPE AS NOTED I -- - , i •� PROPOS 1" PiWATER _ - U m LASyT Q , !� -' I _ _ _ ` f � D HOSE -0,q • PROPOSED DRAIN MANHOLE i I Q ..x --k tw.<{_ •.: r PROPOSED DMH K' c��' - _ i • • _ ►n I h. , PROPOSED 6 GATE VALVE -AND :.BOXY •.. SEE GRADING AI�kO, PROPOSED 8" DIA. PERFORATED HDPE DRAINAGE PIPE (LEACHING) r ;f \ --, `\i co o I 9 1 I } ' bRAINAOE PLAN) _ y - - c`' ; � .V + 1 \ i t - 1 _-. -`" � i' �� ' , ` r� � ' - � � �- ,-.�=-- , � l' `` `_ -�. �-��-••. ("on-way PROPOSED 2" CIA. & 30" DIA. SOLID HDPE DRAINAGE PIPE T ` PROP Z PROPOSED BID ASSEMBLY , 4 b LY ` __ J- V - - i PROPOSED STREET LIGHTS SEE LIGHTING PLAN PROPOSED CB `��T - - - ;� GRADING _ a' _ - _EE / �• I r ' , � PLAN y�� tNAGE c , \ ,. I I , C _. _ _-->'w"rr_'p� \� O � -60 IL/ C1E i �-1 NJ \^. p , — 5 NOTE I 1 i 4 o R z 1 . STREET LIGHTING SEE ELECTRICAL PLAN FOR I {�, _ _ 5'en -7177ir2 D AND FIRE ALARM LAYOUTS r 1 i ` l -- _ j �;.6 eochfieic I J II _r - co Z `- S r ., � ,er i - - 'z" - _ I P p. U* _DINE �? �t - G ING AND 5t ' + I ' , PROPOSED HOSE RAD / P 0 D H , J \ , / y, � { ` 4 ` I \ --- I c - _ t AS Ivl Y I D �,I NAG E P LAN) 'j 4 1 w \ � , > ' y- k I , T--}�1 BIB SE 8L st �f 1 B I F M B L- _ - 1 11 0�ERHEAD OJT _; _ \ Q / ; \ I �. _ 7 i�a -� i `� F i C_ lr 1 Al -1 r ti' cLI>J i ( I I I I'C!_� iE �.OT P. 1.� ' ,+ i� ✓ �� C 1 I �� r r K - ;- '' —' V 8 J9 �� W 45/ \ ` I '-. ` � \; ', ,' ,�--- '• ,�' - 1 � " ^, 33' RAISLq"} '4Ek5"TQl FINISH GRADE •_-�� <� _ -, ___. .., _ - 1--. ------- : rn rn \ \ \ \, , x v _ _._- 1 -- - ,__ - - _ 1 F,' V Y? "y� _ 0 EXISTtK6 WAT-fR--METER P+�--- �"ry - PROP 1 P Syh�y �t 4�' �. �, $`-90' �- :a TIC�,"ATER � ---'-- - - --------------- - � ON�c� I•; 0 B'2 c'4 5 W I � o) rn rn \ ,`� \ \ \ \ x - _ ---2"� _ I __ � -- TIE' 1" PLASTIC WATER LINE a t ON N N `. Sign `' \ \,v� x Tr- - 0 XISTING 2" lRE"E - r i \ \,\ - j --- e ` �� aC E AT METER PIT _ l 111�11-1 - On�- - - — PR 0 8' -9 J ,�. \ \, J \ ��, :x- • .__ __ ,b//C -- P POSED( $ -@111 WATER cme 57AN;r' NIL 32111129 O u) \ 1 sMf; _ _ _ _ P( TA1 N _. SED 6" I G SLE � � `•` -- --- m z cn I _ _ ,5._ E INTO EXISTI� -WATE ✓ , = J T - _ ' 1 ', PROP SED 8 X6' RED " ;i` ��:1 _-- Q - _ — _ �------ �_ r� i EXISTING 6" C.I. WATER I T m = I ?4C;0aary �, ✓/ i NOTE '�� �\ 0 20 40 80 m EXISTING STREETS TO BE PATCHED AT \ 0 1 \ :�i PROPOSED UTILITY CROSSINGS. c _y o <_. �- SCALE IN FEET 3 U L_ s a 0 U Q ' 6071SNEW 02-08-95 — i ( TOWN OF BARN STABLE FERRY TERMINAL RECONSTRUCTION Wt. No, lTAIE �► AO t> � N0. 1iM M0. lEE7� 1 t; N._ -17 MASS. FBD-0005(0003) 1995 9 46 _ �' SITE ELECTRICAL PLAN i t .� " I 1 '� _�•�i i` (X)[KSI0E t-lnw—!i 4 PNC 3-4(VK� N) � LI6WTIN6 - 1 ' 1'VL j I '• lam- ` / Cc)N0UIT TU Cf)N1-kAC T LIM+_T PLEX!a1SLL CON T )A-, it C� _ \V I K r_ TL P U L t_ NSC' A $- i s S LI 1 Powaoiansr L L r,( )�! it, STf\T�1ONiif-s T I XT _ -- , t \'_ '_•---"__-- - � ..•r.q• - Imo. I,v PALE, AIE>1<-n\ �;NTc)t-t'A+vl=1~ L - rill, - T`Jt�E fhF\►�lU1=NCTUIlEi< NU /aM1-' S *' yip st,..t . Vtf�t ..twt_ AC-0 KICF Sl 1.10e_V>Lt_t_ DM 174U�-) 1-1 oP br 1_ !•= y I 1- fA V 1.' +1�i� c t� T A �aLU 1 VC) IY\SK 1" S 1y lss i'' 'Z"t N L 4 !3 +1 >f fs i V l > (_'•c\ " S tIDCv[z I �. -- - ---- F11Y,� Lt_ taer\ S FyCw - II 1IT _ - I'G 1-,AV R �}C)(_ U ' _ _ � , :r- _---'� '> i- !,. F:+.:)�►%ran �' cu-Tt' !L! i T3 ' V G` �` VVJ 13 56.L L D tv\ca 17 400' t-1 OTL-', I-1S- S G- F I M V I: C U,J t s¢e �r .._ _._ 2 - L � -----*� 1 t�►. _ -__ tk:,• � R TA L:ZU I ` ir� �,4 tUCEI_l. ZDid\� 6400 11 riTf�- S -CL Z- K1V I< X>U j i - — t Lcnm\jy�t;`i SUP t HOL4,q>_t_� Utr�� t7400 ►� Nov r- rv\v+k x,v T I _ Z WV l_l D4C�O N Zlo i& 4U'2_4 C. L- MV IZ 4,,t( o �. \ f ► R T 3(1 t IBC:K\ ... P c , ,w�= t s \W_- 1 1-1 1-T 0 K. f t1 PZ �v x - t` _ I i ; } , i, I _46- 17 j t _ RAW' KIN6r ',-cT l� - 1 - _ _ -_ _ At FIXT:/tt.4~. \41T11 - - T_3 I -• SW_ _ + (' t —_.. ��' 1 i I ) r EXIz CLI,TH 1 � - - -- - s:- ---— � 1 �-1+--------- -- - l/4 - 1 � f ' L OW V O L7 Ly L C( N L)U I _T :`1 `_, T L Ivy I 1 (4NTt.OL. [3UIL©I1'JCt TRANSVrEV- a%kIEflC,E E ><11 !->c_)!' T11 l j { ,,NLAKEK SLlI' PR1►�,catt`J SL1� - 1 N. I, G, ♦ I-- --- i ALL �NCt-1C.�t f�vLTS faNt� [ 5.� ' U _.___._ _ � i � f VLA jk.._.. F•:.)41.N t Sl 1�I-� f�`l ' I''PVL �1 ! f}� '1 1-'®rT V L t L� 17VL I ! (•YDLE K\ANU r-ALTU2tlC. 1w 1 —_— _ _ �' YG - ►tL �x . _ "+ __ _ _ -. CL S S 1J + , L _ _ __ _ ___ _ - N N � i � t-'VL CRP .•}� .._ , ! i LINE \/DLTACYE CUNQUI T �I ( I '� N\IC- STIA6 OUT 3• � 1" P\I L +► >r> t'JUC K. 51 f�t PL~\V I:iZ UUT LE T E-y � - ----- ------- ---. - ----- - COWT 9.0 L 13Lt-Ys. T\zL\N F ttZ_ C3�tt G GE _2 - —,-- I \bNl TE sst Z Ex1 T ROOT rl (SEE I-A. L ) 1 I CiLhi_vL r PlRuM. SLt tD StiL:-+nt0 SLt P I KLUE ' r � ► GKt-trl L L r PVL 4�� 2"PVL4 �3 + 1 '� I 4' 1�V L 3- IOU I,Ctnc\1>,.. +- ►_'_R.4 P CAN - - - - - ._ _ _ - --- - -- ,. '1.ksty I LIVE ) t ALL GV L AL1_ _ _ f3U, II — 1 ! r*K-W TC-) `�CAI_L til�JT�t.t.�✓.� �N 1- T� SCALE 4" PSI 2'-6" 5 -0 2'-6" SLOPE VARIES SAWCUT 2'-6" CEM NOTO CONCRETES TOWN OF BARN STABLE SEE GRADING PLAN TYP. FERRY TERMINAL RECONSTRUCTION (TYPICALLY PLAN 4"x4"-W2.9xW2.9 WWF BROOM FINISH SURFACE 17V — 1 —0 ' ., '•' 8" GRAVEL BORROW (TYPE B) PUB. RD. FISCAL SHEET TOTAL \AX STATE FED. AID PROJ. N0.DIV. N0. YEAR N0.o -.fl,,. .. . :� '. .�:. „, . MASS. FBD-005 003 1995 10 46 � o 0 0 Q oQoo o o Qo o C o • d� PAVEMENT DETAILS w w= f.:' `,• { . '`' 1 1/2" BIT. PAVEMENT TOP COURSE1 1 2" BIT. PAVEMENT TOP COURSE � (n! ' _ �' � ' t' 0 0.0, 0.0. 00 00 00. 0. 00. 0.0. 0.0. 00. 0.0. 00.0.0. 0,0. a0.� /2" BIT. PAVEMENT BINDER COURSE 1 1/2" BIT. PAVEMENT BINDER COURSE o � o � o o o o o o o o � 000 0oao0000000000:. ,+ , T 0 0.0. O.0. 0.0 0.O 00. O.0 Oo. Oc. O.O. 00. O0 Oo. 00 a Oo. a 1.-1'2'•:MAX. , . 1 :12 . 3 BI . PAVEMENT BASE COURSE 3" BIT. PAVEMENT BASE COURSE RIABLE WIDTH 4" DENSE GRADED CRUSHED STONE NOTES: 4" DENSE GRADED CRUSHED STONE 1. CONTROL JOINTS AND EXPANSION JOINTS FOR ALL CONCRETE TO BE IN ACCORDANCE WITH SECTION SUITABLE BEDDING 700 OF MASS STANDARD SPECS FOR HIGHWAYS AND BRIDGES MATERIAL 2. MAXIMUM CROSS SLOPE (3 1/16"/FT) 8'-0" 6'-0" 8" GRAVEL BORROW (TYPE B) 8" GRAVEL BORROW (TYPE B) 3. SCORING PATTERN TO BE SUBMITTED FOR REVIEW PRIOR TO PLACING OF CONCRETE HIGH SIDE TRANSITION P LOW SIDE TRANSITION TYPICAL SECTION TYPICAL SECTION ALL PAVED AREAS EXCEPT LOTS A + 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.) 1/2" CHAMFER AT EACH CORNER (4) 1" CHAMFER (TYP) 2" X 4" KEY ELEVATION 3" VERTICAL GRANITE CURB W _ SAW CUT EXISTING PAVEMENT — 8' 16" #4 STIRRUP FOR 3 (TYPE VB) HANDICAP RAMP DETAIL (SCHOO NT STREET) f SLOPE 3/16"/FT WALL 6" REVEAL PLEA (SCHOOL STREET) � CD NOT TO SCALE 6" �— SLOPE 3 16" FT 4'-0" MIN. aaaoaaaaaaa aaaoaaoaaaaa0oaaac [ --- 0o000oOo6o 60o 11o0o oc�oc�bc�oc�ho .o � VERTICAL GRANITE CURB ono ouo � oao � 09000 0o0a0aao0a0o0o - n 8" COMPACTED GRAVEL 0.o RIP-RAP SLOPE �� �o no CEO 0 00 00 00 00 00 0o 00 00 00 0.0.o ;� RIP-RAP SLOPE (TYPE VB) a q (TYP.) (TYP.) o �. o. o. �, o. �. o o. �, o. Q D.o.0.0 0 .o. . 8" COMPACTED GRAVEL TYP 7 0 0.0 o o o 0 o o o o o.o. o 0. 6' REINFORCED CONCRETE SIDEWALK o a o o. o o P. ( ) o 0 ____ a o. 0 4" X 4" - W 2.9 X W 2.9 WWF D.O. 0 00 0 . 6' REVEAL EXTEND 6" INTO CURB SEGMENT AND 6" REINFORCED CONCRETE SIDEWALK o o o o 6" �-- 6" TIE TO #4 REBAR 3" CLEAR TYP 4" X 4" - W 2.9 X W 2.9 WWF n h n n n TOP COURSE 6" X 6' CHAMFER TYP ( ) EXTTIE END #4 RNTORCURB SEGMENT AND #4 BAR (TYP.) BEND 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) I�, W > 6', USE CLASS 1 BIT CONC. GRANITE CURB DETAIL EXTEND 6" INTO SIDEWALK AND TIE TO WWF (TYP.) GRAVEL FOR EXISTING STREETS SECTION A—A SECTION B—B 6„ -yI '� NOT TO SCALE SIDEWALK/CURB DETAIL SIDEWALK/CURB/WALL DETAIL TOP COURSE NOT TO SCALE NOT TO SCALE NOT TO SCALE B 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. -J. USE LARGER STIRRUP AT EACH END AND 3 SPACED EVENLY (I.E. 1.88 FT. O.C.) - PITCH WALK TO SLOPE TO LAWN OR PAVED AREAS, AWAY FROM WALL AND WIDTH VARIES 4 . WATERSIDE EDGE MATCH EXIST. EWALK LOAM & SEED 1 1/2" CL-yI I�2" CL 1 -SLOPE VARIES (TYP) B A Q 6" GRAVEL v #4 BAR AT EACH END (2) EXISTING GRADE W BIT. OR CEMENT CONC. SW (2) #4� BARS AT TOP #4 BAR AT BOTTOM :> TOP: 1 1/2" CLASS I BIT. CONC. \/\ Cl' BINDER: 2 1/2" CLASS I BIT. CONC. #4 BAR SPACED EVENLY (3) MINIMUM 6" GRAVEL BORROW (TYPE B) MONOLITHIC SIDEWALK/WALL DETAIL TYPICAL PAVEMENT SECTION ELEVATION VIEW PARKING AREAS A + B NOT TO SCALE NOT TO SCALE TOP EDGE LEVEL AND o GROUND SMOOTH 8" DIA. z z m ,n DOME AND SMOOTHLY FINISH #4 ® 18" rn °O o PAINT WITH TWO COATS N ANCHOR BOLTS SHALL BE : RUSTOLEUM PRIMER AND 2 COATS RUSTOLEUM GALVANIZED PAINT LIGHT STANDARD WITH SET BY THE LIGHT STANDARD #4 ® 24" EACH WAY ANCHOR BASE. (BY OTHERS) MANUFACTURERS RECOMMENDATIONS - 0 10" EXPOSED BAND OF GROUND NEUTRAL 2 - #10 CABLES CLEAN GALVANIZED PIPE o, GROUNDING STUD 0 o N 2, N PAINT WITH TWO COATS ` RUSTOLEUM PRIMER AND 2 COATS u ° RUSTOLEUM GALVANIZED PAINT #4 ® 9 CD 8" DIA. GALVANIZED STEEL PIPE FILLED • N I • I I d WITH 3000 PSI CEMENT CONCRETE #5 ® 9" c� Z 2" STEEL SWEEP ---------, +, CONDUIT SIDEWALK w (0 ANCHOR BOLTS '• GROUND LINE ' III. III oo REST RETAINING WALL FOOTING ON FIRM NATURAL " i� o %\//\//\//\//\// \\j/\\j/\\j/\\j/\\j/\ UNDISTURBED GRANULAR SOIL FREE FROM TOPSOIL SUBSOIL 1" X 40 LG. I \\,\\ �\ \ r, \\ \ • ORGANICS & CLAYS. MECHANICALLY COMPACT SUBSURFACE N 1 I //\ ' �\ d /�/ / /,�/.' z #6 - BARE 1 I b�l \/\ \/\\ BEFORE FORMING FOOTINGS GROUND WIRE la • . I�� 0 2,. X 4" KEY ,� O) ANCHOR BOLTS °.... . N I I I L'-- r J N 1" OX 42" LG. Q � Q � Q � � o C) o 0 o U +' m rn rn CLASS "A" CEM. CONC. ° •. 6" COMPACTED GRAVEL BASE o N N N MASONRY FOR CAST-IN- •a ° N I I I -PLACE CLASS "D" CEM. .. o \/ /\ \ d • • N N N CONC. FOR PRECAST. ° \/// /\ //\\/ ae ••, ° a ZO 8 #4 HOOPS ` ° ` A' Jai N 24" DIA. CONC. FOOTING-3000 PSI I N \ \ / / IZ Q N / / /\/ a •' -� #5 ® 18 TOP & BOT a_ I- m 1" PLASTIC UL CONDUIT `L \\ ^ a d 1'-2" 2'-10 4 - #5 BARS as 11 #4 HOOPS ° ' /\ \ \ \ \ / \ \ � m m 5'-4" 9�� o 24" SITE RETAINING WALL DETAIL ,q � ANCHOR BASE FOUNDATION TYPICAL SECTION o NOT TO SCALE AT N.E. SIDE OF PARKING LOT c u Q BOLLARD DETAIL NOT TO SCALE NOT TO SCALE 6071DETP 02-16-95NK WOVEN WIRE FENCE (14%2 G TOWN OF BARNSTABLE MIN. FENCE POST CAST BRONZE HOSE BIB FERRY TERMINAL RECONSTRUCTION MIN., MAX. 6" MESH SPACING) WITH KEY CONTROL VALVE WITH FILTER CLOTH OVER 6,_0 „ PUB. RD. STATE FED. AID PROJ. NO. FISCAL SHEET TOTAL DIV. NO. YEAR NO. SHEETS HAYBALES— 20"MIN. 4'-0" 3" CHAMFER - MASS. FBD-OOS(003) 1995 11 46 1 '-O" 1 '-0" FLOW UNDISTURBED MISCELLANEOUS DETAILS GROUND ---� 4 X4' PRESSURE TREATED POST EMBED. FILTER CLOTH 16"MIN. 4 1/2" 00 GALVANIZED STEEL PIPE STRAP MIN. 8" INTO GROUND � MAINTAIN 1 FOOT FREEBOARD v i - PE WATERLINE MAXIMUM SLOPE 3: 1 >� � WA PLACE AND MAINTAIN CROSS SECTION 1 DIA. HOLE CONCRETE BARRIER CONSTRUCTION NOTES FOR FABRICATED SILT FENCE g" RECESS AND GROUT \ \ \ \ \ 2 NO. 4 BARS FLUSH WITH TOP j\ �j\�/\ ����/ PLACE AND MAINTAIN � \// � PLACE AND MAINTAIN STAKED STRAW BALE 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY POSTS: STEEL EITHER T or U 4' LONG 3 //�\�\��//�� /�\'�\�� /��� �� FILTER FABRIC 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 z 24" AT TOP AND MID SECTION. 2 1/2" _ REMOVE EXISTING PAVEMENT - - _ 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN FILTER CLOTH: - EXCAVATE TO NATURAL - - EACH OTHER THEY SHALL BE OVERLAPPED BY MIRAFI 10OX, STABILINKA o o a o o o o o o EXISTING PAVEMENT SIX INCHES AND FOLDED. T140N OR APPROVED EQUAL. MATERIAL - BIT. CONCRETE PAVEMENT CD 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED PREFABRICATED UNIT: 7/8"0 GALVANIZED ROD AND MATERIAL REMOVED WHEN "BULGES" DEVELOP GEOFAB, FILTER X, GRAVEL BASE IN THE SILT FENCE. EQUIR OFENCE, OR APPROVED L. TYPICAL SECTION CONCRETE WHEEL STOP SILTATION CONTROL DEWATERING AREA STRAWBALE DIKE AND SILT FENCE NOT TO SCALE TYPICAL SECTION NOT TO SCALE NOT TO SCALE HOSE—BIB ASSEMBLY NOT TO SCALE STANDARD CAST IRON CONNECTION TO BE CATCH BASIN FRAME ACCEPTABLE TO LOCAL AND GRATE FIRE DEPARTMENT GRADE ADJUSTMENTS ARE Y00 MADE WITH COURSES OF 2 x 2 'x 3' ,�'>'; r ';;<� �, 'I,'1 ry ( EROSION CONTROL o CONCRETE GRADE RINGS APPROX. PROPERTY LINE PRECAST CONC. p STAKES (TYP.) ���-; '_ �. � - 'r ' SEDIMENT FENCE �A .� METER PIT HAYBALE - - 10 F10 - 00 `�' PRECAST REINFORCED o j� DROP INLET RIM - o _ CONCRETE CONCENTRIC SORBENT REMOVEABLE TRAP CONE SECTION I EXIST. CONC. WALL y ( FLOW •— �r�, r: PILLOWS - r• .'�; r'*' 1" WASHED I FRAME & COVER �f ,� , ' STONE ALL JOINTS ARE TO BE MIN. WT. 475# - . CEMENT ., >1 - 'r •',��� I % a �,, MORTARED MARKED WATER 0 m �' hf ,ram \'' r' �� - M RTA BRICK EX T. GROU URFACE EL 9.7t SUCTION SCREEN 0 -� 1 `� - I I 00 o I I 2'- PLAN PRECAST REINFORCED CONCRETE RING SECTIONS I I I o (2) 2"x 2"x 3' EROSION CONTROL 't I 4'-0 ;� INV -8.0' STAKES PER SEDIMENT FENCE o - - - 5 CEMENT MORTAR GROUT _ -10 -10 HAYBALE ~ 4'-0" DIA. o ti FLOW _SHOCK f] ':. N ABORBER PRECAST REINFORCED ETER 6 FIBERGLASS PIPE ./ , CONCRETE BASE INSTALLATION OF WATER LINE z FROM STREET CONNECTION 3/4 BACKFLOW PREVENTER �� / T �1 1/2" THREADED PLUG DRAIN `�' TO METER PIT BY BARNSTABLE 3 4" BRONZE STRAINER o- 0 0 0 0 0 1 I P 0 0 0 0 C WATER COMPANY Q, Lj 3/4" BRONZE UNION EXIST. SUBGRADE - 2 MIN. COMPACTED O O O G SCREENED GRAVEL 0 0 0 _ TYPICAL DROP ITj- �,_ � „ �' � � I I. 1-1/2" GATE VALVE METER TO BE FURNISHED BY SECTION INLET\CATCH BASIN T=11 _ _ _ I =111- (TYP.) THE BARNSTABLE WATER CO. -20 -20 CONC. PAD CATCH BASIN INLET EROSION CONTROL CATCH BASIN DETAIL DETAIL AT METER PIT DRY HYDRANT DETAIL o NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE Z m PAVEMENT TIDE GATE rn G) i 1-1/4" 00 0 L 12" 1" CHAMFER a. ..a. ..o. ..a. ..o. ..o. ..o (TYP.) Z � � ❑m❑m❑m❑m❑m❑ .. aaaaaa _ 0 0 0 0 0 0 0 0 0 0 o O o ❑m❑m❑m❑m❑m❑ A _ 0 3 #3 BARS GEOTEXTILE FABRIC � I c� r1 �" N a a a a a a \ - ❑m❑m❑m❑m❑m❑ - - - - - c a a a a a a . , . 3/4" TO 1-1/2" O O O 00 O O '> WASHED STONE OOOOO OOO� - - 0E N D #3 BARS ® 12" p _ 0000 ODO a a a a a a ;, J. ❑m❑m❑m❑m❑m❑ GROUND LINE O O O� O� O� O� a a a a a a 0 0000 o000000000000 ❑m❑m❑m❑m❑m❑ s 8 DIA. PERFORATED HDPE PIPE 30" MEDIUM DUTY TIDE GATE cti ,. . �• :• a � I 00 00 00 00 O ADS N-12 OR EQUAL ALL DIMENSIONS IN INCHES o , 2 #3 BARS o Oo O � °mo °mo °�o Oo a O 00000000 O O I . ` 90� O� O� O� OD OD O ° 23-3/4" N O O O O 1 1/2" • ..• •: CLASS „A„ o CEMENT z CLEAR CONCRETE 4'-°" PLAN OF GRATE TYPE Bw 18" 0 TYPICAL LEACH TRENCH N NOT TO SCALE FRONT ELEVATION 411 0) m m PIVOT END ELEVATION N N N NOT TO SCALE N N N 37.50' TYPICAL DRAINAGE PIPE HEADWALL 3/4" NOT TO SCALE - - 3„ 23-3 4" CAST IRON FRAME z a_ O� BEARING AREAS - SQUARE FEET 1-1/8" TYP. TRENCH TRENCH -j Z 0 NOMINAL FITTING � EXCAV. EXCAV. o I PIPE 1 1 /2:1 SLOPE 2:1 SLOPE „ = J DIAMETER DEAD END BRANCH 90' BEND 45' BEND SMALLERETDHAN 45' 1 0 DIAM. 1 D � Q c� of TEE DEPTH DEPTH FITTING GREATER THAN 10' C N -�� �-- 2-1/2" TYP. I CUBIC CONCRETE STEEL CONCRETE STEEL CUBIC IL I-_ o� s" 2 2 3 2 2 D L CU. YDS. L CU. YDS. 8" 4 4 5 3 2 1-1/4" ' `'' OF,y FEET / LBS. / LBS. FEET �` NOTES 29 00 '' m m 1. ALL BENDS, TEE HYDRANTS AND DEAD ENDS SHALL BE BRACED WITH SPIGOT BACK . u+ 43.75 30" 10'-6" 2.63 44 15'-0" 3.86 62 59.50 m u CONCRETE THRUST BLOCKS. Ln SECTION A-A > 2. BEARING AREA IS AREA OF CONCRETE IN CONTACT WITH WALL OF TRENCH=HxL. „ 3 o „ „ .,s*Ep�\�.� 4 FOR 1 1 /2:1 SLOPE o _c a THRUST BLOCK BEARING TABLE TIDE GATE GRATE TYPE B �:�>_ s�C Q o v Q NOT TO SCALE NOT TO SCALE NOT TO SCALE 6 FOR 2:1 SLOPE 6071DET2 2-16-94NK TOWN OF B A R N S TA B L E FERRY TERMINAL RECONSTRUCTION 1 tvCs RJR <_0 N T 1 ti L /-- -- Fa AS NOU wo►WAX O am �s�trs 1� PANEL P4 F F � S(agt )ARE E N90U 701-\3P WC, .n 1�.CU/ U v ?¢ a\V - ` - MASS.IFBD-0005(0003)1_1995 1 12 48 ENSL0SUK.L FEET3TI--IR•(_)l &-W LUcTs AN TRANSFER BRIDGE & SP Sf�ACL CT 121�t_1N U�f�,Ufk., -__ SHORE POWER DETAILS r __-_-- 4 \X/JT� 1� TIFs�-1T S� S`vITCi� SGIUAI� _, CLA5-S 2S1D �T'-iF �- FWL , t�EV\A A-- C( FL(_X�I� L1G- T;S TYPE A„ O FLOOD LIGHTS T Y1�E �� C 3� DI.SC.L)NR+t=CT 5w1TCM 3OA31/, ND (J5E NEh'JA 4 X , � �� , C 7ED tN Fl Ltd a o Lo Q V- 1 - � z HV t ./- t)N �QVtT Y '� 4 \VA7LR TI GN-T f-�C`�X CARMEN WNN ti6 LZ C3 AN1` S6)U�\fZL M BUCK 1 �AqS IP 0 N\E 2 S Z'__J O S V 43 F T L� t- r r PUSH Ql lT-TUN CDI`�T RO L , t� E - LCAd L- \c - T L -� , N E M,,A, A- 1 _ ��c � 3's'►U k 1 t l!7 CxKKPtttJ. L _ .__ _ __ i ; I NV)TD k AN O Cf�N_n-ef L PJ`K N i'�t-1 E_n t l_r I N T f\t_! � D �`J U T 1-1 C 1 , AND - - I ' (01 W12LI3 Pay (�00ST T \V1 `:4'_) TO INCI^tiE� N\0uN_71NL,r LtN \ T JCLT>',\ESL TC7 \47 W(-)TO K =�,�t� 2op'V T C'� - �5 ' V rrc�� Tr-) xs.Lh (2ucl ` tL � �Tr?t_� I i 4" L 3 WITH C,ASKE T D L K - P* 4 A-U 4 - Z�t_l K I LL AK K MDLLA- O ! i t — V - � i I cnr.�c_iz.t T' nC G�t. j i 1 — t I i LUO 1 �T s I _ _ �_ "i W.i?.Y:_t_ MV N LAMT ' MV 1-_ ­KX_) U • I _ _ ___._.__._ __-_-_— -------._.__-- - � •. ' `__ _ _ __ _ -__. - ._, � �►!�\/1 CnT1l�Iv L_\ (_tt1T !�E tL1tC` -,), I 1 ba� 1-1F %J to t\'_. L f I ! f I ' I I I I � ' I ' ' � 1 � _ I P zt t i PAN t--- I ' 1 f __--t- t TOWN OF BARNSTABLE FERRY TERMINAL RECONSTRUCTION ay. NO, STATE fED. M M" N& wm NQ 24am MASS. FBD-0005(0003) 1995 13 46 k 7 w I--- •.\ ' � T .77 1 V i-. V4 ' L_. __.4 i `l �J (_.. l._ r Y 0 _ PARKING ENTRANCE & EXIT CONTROL DETAILS w .. ; - 1 ------- DIMENSION (B) PAA Aoms CAN= WIM 1 are. r _ ��------ I E) 71G(Ef 115VAC g 17' MIN_ FROM ' _ w►�r a is �If ;� 1 3' (c) '"-- GATIE BARRIER NOTE: -- CURB UNIE IF 17 ---- -=�' © 9' 10 115VAC SUPPLY IN GATE MUST NOT DROP BELOW r `1 � USED AS A 1 Q5Y WITH 1,,AMP LOAD. I I 1 I ENTRY LANE � "---� '' I ( I ( \r/tit ~ " - _ r�uor �� 8 \� REFER TO FORM 19690 FOR INSTALLATION CLOSING I I I I LNTRY s' a"---1----1-- ItY 2'1 � �Fs OF ACI L-5 LOOPS. i 0• Loop 6, I 1 $. I f 03 OR 1 r IK I I 1 r®r- I �---, AUTOMOBILE TRAFFIC ONLY NO W07CRCYCLES CENTER 1 I , 1 1 EXIT FOO n� 1 1 10' i �-�- —DibAENSION (A) 2 --i--2t--j OR PEDESTRIANS. OF LANE i ® i 1 I f fl l cwn uMcEM" I I e i ' ' rn-- aa � 1 I }.,_z I 51 ,♦ Z OPE14NG LOOP �c ®j 9 � I ® I EXtT t O• �0 1=i 6� � O� I 6' } , CENTER -� NE to zi ON I L --- `-�----j OF LAN£ - lA f ro c�f I 'O Z I 2 1 I I c) 1 BARRIER GATE �_____ aaaD a oa�w IIMI. —� L `t L 0115VAC �,g �DJ 11SV/�C �`2'� i ACCESS PPLY (A`I 3.�. RElIOER '----- -- ----- - SUPPLY 1'4* s' 10 CURB 17' MIN. Q �� \\ BARRIER GATE t rROM STREET CURB UNE r-1---�- --____-____ ..� FLY-_ 2' BJ1ttR3FR CASHIER BOOTH BATE f ! OPTFONAL I ! EKTR'l i I ARMING ( ! I `N v;_. _S * 1 O OPTIONAL . OR � I 16 LOOP 8' 10'1 i 9001H mOtJNTED �� IT ® 1/Z' CILOSIN G Df1T I I OF LANE I CENTER t:'EE DISPLAY DEI DUIT I 1 CLOSING 1AOP I I CENTER OF I I CENTER OF LAME I I TICKET LANE I VALJDATOR s 21' y��io � FEE s I" rJ COMPUTER �� �-- �" ' ✓� ur ce mot C011WJff INTERFACE vroaauR I I N VAiC•1i MP *ATE < 111AM Il'IG ,,LOOP CURB OR GUARD RAIL li. �aa►�rtR t , IN CON u VOW LOOP 406 L• lI EXit LANE 1 ►- �f �' n i EXIT LANE t_i.)T i 115V 10' BARRIER GATE 60HZ � BARRIER GATE POWER CURB OR 2 OP II�G 6 3/4%0NDU17 3' G' GUARD RAIL ,L, OP 115V 60HZ 5 �� POWER 3/,"CONDUIT j '- - ► N C� 1= i I\lL LYNT 1671 L-LkC . �\ d CLOSING LOOP NI_ �rr1�� CENTER OF _ &.,ft l L ! :N V C �T N ti O\N l-� N 2 CLOSING LOOP CENTER OF � f� 5' 2' LANE CONDUIT �20 T�~y � �'` CONDUIT 4 �✓ /? ACCESS �•� ,� 1 2, 10, READER 10, p CONDUIT OPTIONAL ARMING LOOP 3► 6» �' 6' CENTER OF LANE 6'TYP. `\v��21 CURB OR t SNQlXD BE LOCATED 17 FT, AIlN. GUARD RAIL FROM STREET CURD TUNE TO PROVIDE AMPLE TURNING RADIUS. ENTRY LANE <.,....4 TOWN OF BA , ,NSTA5LE -- FERRY TERMINAL R E C 0 N „R, UCT1QN j Rik INC F SEA Sp1 _ - \\ �' NO. �Fa FED, AIO PROJ. N0. y SHEET SHEETS �T{{ �TR�- ' ' Landscape Plan. ,Pleasant ,treet ort 4'r T' -- 1 + - - 1 _ LIEE.CFEZ 4vo I J , -7 A----, F,T G t j l - t ' + - ! ! t r � i m t o j J , + i _ I r r 1 I��v�ir pro. f3 ; + a t � I w of - w I _ m ; ►�? + , �? �c� �v�- c. �` cam, �� _ i -� ; 5Z �r�, A►r .G I 1 p a / + �T._�_ t t � T 10' ao -- 111410 U4Jr- lF:, 1CF— 0 S 10 20 3 Q PLEASANT STREET ° r a SCALE, IN FEET 0 U Q I TOWN OF BARNSTABLE FERRY TERMINAL RECONSTRUCTION IPUB. R0. FTSCAL SHEET TOTAL DIY N0. STAl6 FED. AID PROJ. N0. cAP NO. SHEETS �! MASJ. Fq -0008 t000 1995 15 46 ; 1 Landscape Plan: Pleasant Street South i ® i r ' 1' + - n4- f 1 m �- t� j V 1 Co Z LZ i i i I , .2 Q i i i i I + i - 8CD - i / Z + i i 1 i i f- I 1?X 1`I' 110NT11 � C ---- --O o - ----- o o -- ---o cr a-- t } + } t t -1 _ 1 A � - - s 10' 2 I r r aL�•TO f�u�l l� C � �>U C i� IL C.- �?[�C � � o PLEASANZ S I R E E 1 iti �� r : �s. i0J� �ss. G1��. ° s to zo o � Q i L C1 :. . 0 U Q ,'CAI,1i; I TOWN OF BARNSTABLE FERRY TERMINAL RECONSTRUCTION PUB. R0. FISCAL SHEET TOTAL DIV NO. STALE FEO, AID PROD. N0. YEAR NO. SHEETS MASS. PBD-0008 (40V 1995 IH 46 Landscape Plan: South Street Entrance IS -+ 1 + - J _t + - - - — -- + t } \ WI C 20 GT" I G h- c?--. PAL , i8 lam.TZF, C x. o� Cc41C. Pit A<<u ItJC> v/mil. I _ I`� �-rt` -,� C� � �.�r-I►.k� C�JTkA�" 1-� k�IT l_I►.�, L V-� �. Jam. C- 1��.• - _- 1 1 + V I I + + I Lr AG PI.G V + - --- CONTROL. BOOTH m o _mot-lTI ��C I i� �• F�1T C tea. i 0 , M Sn4 4 m 1 ' rl c. !p�. �4. �-&L. G c' �. ! �L !� .�� r :- �. _ 'b ca✓, �,Gr�E ILA ; �D �D L K�� x Y t L tor N` 1 � 0 5 10 20 01 m t 1 + SCALE IN FEET CID > 3 Y o , 1 a� Q t 0 U Q TOWN OF BARNSTABLE " FERRY TERMINAL RECONSTRUCTION Rtk N+ ` STATE FED AID PROJ. NO.\\ PU19 RD. FISCAL ,SHEET TOTAL \\ pIV N0. YEAR N(J• SHEETS MASS. 1995 ir 48 2•b NUJ.caw Landscape Plan: Key, Details and List .4' 12• ' 1 � PLANT LIST: M ^QUANTITY._ -A' Ak*1r 1L VANS _ Comm mum -- --- �?� c`eru d' ��, _�„ _�- - -•- AC PLC 23 Acer platanoides colusnaris Columnar Norway Maple *3-3 . Ca ._ _ � � Wit. AC PLT 37 Aaer plat. "Suemershade" Suerechade Norway Map *3-3. 5" Cal CT DIV 20 Cotoneaster divaricata Spreading Cotoneaster 5 Gal . CT SRP 14 Cotoneaster salic. repandens Spread. willow Coton. 3 Gal . HY LCP 5 Hydrangea Coer�tlea "Lacecap" Lacecap Hydrangea 18/24" B&B }' b �y' IL OPF 15 Ilex opaca (resale) American Holly *7/8' B&B f IL OPM 9 Ilex opac3a (sale) American Holly *7/8' B&B JN CSJ 184 Juniperus chin "San Jose" San Jose Juniper 3 Gal . . , JN HBH 108 Juniperus horiz "Bar Harbor" Bar Harbor Juniper 3 Gal . Typical Holly Spruce In tallat on JN PFV 20 Juniperus pfitzeriana virens Green Pfitzer Juniper 5 Gal . yp =-� Ko AMA 37 Kolkw,itsia amabilis Beauty Bush 7 Gal . LG AMR 238 Ligustrus asurense Amur Privet 7 Gal . LO TZB 69 Lonicere tatarica zabelli 8abell i Honeysuckle 7 Gal . -----•- -�"'"�"'---`" ° � � PI PGL 17 Picea pungens glauca Colorado Blue Spruce *7/8' B&B PO FAB 88 Potenti l la rrut. Abbottswood Abbottswood Potet►t i l l a 3 Gal . - RO RUR 46 Rosa rugosa rubs Pink Rugosa Rose 3 Gal . SP SAW 20 S irea Duwalda Anth. Waterer AnthonyWaterer Spires Gal . girea x vanhoutei,i Vanhoutei i Spirea 7 Gal . Regent Pagoda Tr /3. 5 Cal •r_ � ; , ._ --=.._.r_ _ _ •-'�'`�_��.-._ -- ___-- .. _�,; _ SO JHAR 12 SO�ora japonica "Regent" e t Pa od Tree *3 0 0 1 % * Denotes matched specimens required - ___ 1, All planting beds to receive two inches of ground pine bark mulch. 2, J►�.1 deciduous trees over two inch caliper to be triple staked as per IN i detail "Typical Tree Installation", which see. 3. All hollies and spruces to be staked as per detail "Typical Holly / ♦. «, ♦ ♦ ._-- __� _ - Spruce Installation", which see. ;- - 4. shrubs to be pit planted as per detail "Typical Shrub installation", _ m SEE LkNDSCAPE PLAN- SOUTH S"'�'REET EPTRATWr which see. o / / •- --" �i i % ;- -•-_.. a}-- _ �' 4y t r.I- O f Ni- wpi— _ m �� � j,, r� Y'/, � -- � i � '•7 `� - - _ _ T� "' .XVca✓ - .u- .y. . .I` + i^'c n['w �'�l"-•• _•--- YJ ' Mx 1W LT MAX jar-- Wort- f ; 1 SEE LANDSCAPE P PLEAS STREET t z �, N, " Typical Tree Installation . _ fi PLAN: s - j l f t s._ I tL r - S "LAND P PLEAS STRE NOT i per du + t E 0 o ' I r• ___ 0 — 0 , Z::z go ix V 0 � _ OFF ryao - _--- t U �. 7 yv , , F PLEA r Typical Shrub Installation 11 , m m .� SCALE IN FEET m a� > C o s a . o U Q EX18TiNC DWC 46-9--94 TOWN OF BARNSTABLE 1 PROPOSED TIMBER PEER ri FERRY TERMINAL RECONSTRUCTION 1 SEE SHEET 37 OF 46 PUB. Rp. FlSCk SHEET TOTAL STATE FED. No PRa. No. pAl. N0. YEAR N0. SHEETS t MASS. FBD-005(003) 1995 18 46 1 PROPOSED CONCRETE APPROACH y► 1 DOLPHIN (TYP) PROPOSED PIER LAYO U T �� -�---- FACE OF EXISTING STEEL SEE SHEET 21 OF 46 --- & ELECTRICAL PLAN 1 SHEET PILE BULKHEAD / PROPOSED CONCRETE PIER 1 P SEE SHEET 22 OF 46 / STA 0-33 1 PROPERTY LINE — — — 1 a / — — — — — — — 1 PROPOSED CONCRETE PIER / I ( DOLPHIN / i 1 SEE SHEET 21 OF 46 / 1 a o0 0 0 o / R.R. SPIKE SET 1 — - 1 I / 1 f 1+00 N 0+50 N sTA 0+00 1 +oo s 2+00 s toos NORTH—SOUTH BASELINE 1 I PNASENGER OS ON N CONTRACT _- 1 ppM r 0' LOOP CEO t / CONCRETE BERTHING CAP SEE SHEET 21 OF 46solp / i N �9RRy SIN � RAN R \�` � / �P / CURB OPENING FOR i `` Gp ow,-D P�E / PASSENGER RAMP ACCESS / (D 1 BECK �p ice, ELECTRICAL CONDUIT (TYP) / SEE DECK DETAIL TA- 0 / SHEET 35 OF 46 SIN / r-- F-- I i ELECTRICAL PULL/JUNCTION BOX p / W SET FLUSH W/DECK (TYP) Fok0 S 60 / 3 PROPOSED TERMINAL BUILDING �� FLEXIBLE ELECTRICAL WATER PIPE / Z PR4Pp ZO E / CONDUIT AND 'S'� R 2 Z SERVICE TO PASS WATER do POWER + ROUGH SERVICE UNIT00 / 0) O ULKHEAD CAP EXPOSED WATER / + EE DETAIL I do ELECTRICAL �k TRANSFER I CONDUIT ATTACHED sl N / O C 1 BRIDGE I TO WALL / Q 18 29 ; 1 POWER SERVICE I 1 UNI CONDUIT FOR BRIDGE LIGHTS / / APPROX. CHANNEL LINE 1 ` \ i s . P PROPOSED CONCRETE APPROACH \ DOLPHIN (TYP) w PROPOSED� 1 SEE SHEET 21 OF 4 \ Z CONCRETE HEAD \ \ W1 SIN PROPOSED�X45 BR DG TRANSFER DOLPHIN (TYP) 1 SEE SHEET 21 OF 46 \ i i I 1 SEE SHEET 42 OF 46 \ O�Qp ; CUT OUT OF BULKHEAD 5ok I FOR TRANSFER BRIDGE 1 1 SEE SHEET 25 OF 46 1 Lv 1 1 3 PROPOSED BULKHEAD CAP 2 _g' JIB BOOM W/ 1000 LBS. 1 SEE SHEET 29 OF 46 �+- CAPACITY AT 10' RADIUS I I � f t b t LIMIT OF PROPOSED � RIPRAP SLOPE � CONCRETE PIER SEE SHEET 19 OF 46 EL +13.89' .;� TIMBER SCREEN •.i TIMBER PIER EXISTING TIMBER DOLPHIN (TYP) BERTHING CAPS', NOTE: ft� *%� EL +3.Q' ALL ELEVATION BASED ON p" H annis NGVD ( 1929) = 0.0 MEAN HIGH WATER + 1 .9' Inner Harbor EXISTING FERRY SLIP 0.0' NGVD 1929) PLAN A SECTION SCALE: 1/16"=1'-Cr 18 18 SCALE: 1/8"=1'-T MEAN LOW WATER — 1 .4' `mil 16' 12' 8' 4' 0 16' 32' REFERENCE ELEVATIONS Q SCALE IN FEET er"Af. R/P UN f 1/8"=1 P-4P p _ 8' 6' 4' 2' 0 8' 16' SCALE IN FEET TOWN OF BARNSTABLE FERRY TERMINAL RECONSTRUCTION EXISTING P+ER— — p aw TOTAL toy DN NCO. STATE FED. NU Plow• NO. YE R NO.CT i SHEErS MASS. FBD-005(003) 1995 19 46 soy E �.P DREDGING/RIPRAP PLAN MQ'��o F/oor, D EXTEND TOP OF NEW 1 RIPRAP TO LIMIT OF PROPOSED TIMBER PIER APPROXIMATE LIMIT I �_ �70 _ OF DREDGING / \ CO m� RI RAP - SEE ETAIL 1 19 j/ _ B LEGEND ------ o EXISTING CONTOURS IN FEET V L FERRY SLIP BASELIN �— i �� `� �' PROPOSED CONTOURS IN FEET EXTEND - -J PROPOSED FERRY FACILITY NEW RIPRAP - - - - - - - TO EXISTING — RIPRAP 16 CHANNEL LINE EXISTING TRANSFER BRIDGE do PIER EXISTING RIPRAP `10 / APPROXIMATE LIMIT OF DREDGING _18 -14 -20 CONTOURS SHOWN IN FEET BELOW E TING B NGVD (1929) =0.0' DO HIN (TYP) 76 -20 EXIS G FERRY SLIP ,0 �( APPROXIMATE LIMITS OF U.S. ARMY CORP. OF TNGINEERING FEDERAL CHANNEL CONTROLLING DEPTH 10.5' NGVD � c 6 DREDGING PLAN SCALE: 1"=40'-Cr PROPOSED PAVEMENT PILE CAP AND PILES OF PROPOSED PIER EL +6.5' SEE DETAIL B ����-f- - -T - - - - - - - - 1 EL +4.0'TOP OF RIPRAP To EXISTING MUDLINE DREDGE LIMITS Date Tirr®-._-- - - EXISTING SHEET PILE FWHI 1�77 OU WERF- OUT BULKHEAD +10 w �� EL 0.0' NGVD -E=-- I ( ) -- L►�1� -- M 1 .5 Or ---- Pt-ione L>,�tension 1 RIPRAP Area Code Number a 2 MIN. 4 1 0 TELEPHONED PLEASE CALL 1/ +�_ 1 .5. . . . . . . . . . . . . CALLED TO SEE YOU WILL CALL AGAIN 4 4' 2' 4' 8' 1 SCALE IN FEET WANTS TO SEE YUU URGE . . . . RETURNED YOUR CALL ------e ov UNDERLAYER STONE MODIFIED ROCK FILL/ EXISTING MUDLINE 1"=10' ' -10 message. — - - - - - - - - -VARIES 10, 51 0 10, 20' _. STEEL SHEET PILE BULKH DREDGED MUDLINE SCALE IN FEET -. ---- ----------- ---------_ 1' MIN � � -� � — 3 -20 --- 1— ——_ 1 1"=40' i 0' 10'S 20'S 30'S 40'S 50'S 60'S 70'S --___ — —oPB�etor 20' 0 +o� 80, -ICI- A SECTION oft ENCY® 23 421.22 TYPICAL SECTION O RIPRAP 00 SETS 00 SETS CARBONLESS SCALE IN FEET rB �19 SCALE: 1'=10' �19 SCALE: 1/4'=1'-0' TOWN OF BARNSTABLE FERRY SLIP SELINE-- TERMINALFERRY RECONSTRUCTION DREDGE LIMITS EXISTIN M{�DLINE . 9�tt� . . . ��>:T! PUB. RD. STATE FED. AID PROD. N0. FlSCAL SHEET TOTM W. N0. Yt EAR NO. -10 --- -- -- ----- .� . . . MASS. 1995 20 46 . . . . DREDGE PROFILES -20 100'E 90'E 80'E 70'E 60'E 50'E 40'E 30'E 201E 101E 0' 101W 20'W 30'W 40'W 501W 60'W 70'W 80'W 901W 1001W 1101W A SECTION 19 20 SCALE: 1"=10' 0 EXISTING MUD LINE . . . . . FERRY :SLIP BASELINE . . . . . . . . . . . . . . . . . . . . . . . D . EDGE : MI. -10 --- ---- _� -20 80'E 701E 60'E 50'E 40'E 30'E 20'E 10'E 0' 101W 20'W 30'W 40'W 50'W 601W 70'W B SECTION 19 20 SCALE: 1"=10' NOTE: ° . . . PROFILES ARE SHOWN IN FEET . . . . . . . BELOW NGV ( 92 ) - 0.0 EXIs ING MUOUN . . . . . . rr RY SLlR : LiNE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DGE. LIMIT -10 -20 90'E 80'E 70'E 60'E 50'E 40'E 30'E 20'E 10'E 0' 101W 20'W 301W 40'W 50'W 60'W 70'W C SECTION 19 20 SCALE: 1"=10' 0 . . . . . . . DREDGE LIMITS. EXI�`TIN : MUDL N� . . . . . . . . . . . . . . . . . . . . . . . - 10 : : ( . . . . . . . -20 TI , I� w : : � 1 90'E 180'E 170'E 160'E 150'E 140'E 130'E 120'E 1101E 100'E 90'E 80'E 70'E 60'E 50'E 40'E 30'E 20'E 101E 0' 101W 20'W 30'W 40'W 50'W rD SECTION 19 20 SCALE: 1"=10' 0 : . :EXSTIN MUDLINE: : : : : : : : : : : : : : : : : . . Y: SUP MU UNE : : : : . . : : : . : D R . . . . . DGE .UMIT$ . . . . . . . . . . . . . . . . . . . . . . . . . -10 -- . . . . . . . . . . . . . . . . . . . . . . . -20 � ti � tttt 190'E 180'E 170'E 160'E 150'E 140'E 1301E 120'E 1101E 100'E 90'E 80'E 70'E 60'E 50'E 40'E 30'E 20'E 101E 0' 101W 20'W 30'W 40'W rE SECTION 19 2 0 SCALE: 1"=10' ' 0 0 . . . . . . . . . . . . . . . . . . .FERRY SUP BASELINEEX STING MUDLI E . DREDGE .LI US. : PR S_P :BAEI- . : : . E)QS11 G : MUDLINE , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -10 _— -10 . . . . . . . . . . . . . . . I : . . . . . . . . . . . . . . . . . . . . -20 -20 10' 5' 0 10' 20' 120'E 110'E 100'E 90'E 80'E 70'E 60'E 50'E 40'E 30'E 20'E 10'E 0' 101W 80'E 70'E 60'E 50'E 40'E 30'E 20'E 101E 0' 101W 20'W SCALE IN FEET F SECTION rE SECTION �2O SCALE. 1"=10' �2O SCALE. 1"=10' , �= TOWN OF BARN STABLE APPROACH DOLPHIN -SEEC siw ! FERRY TERMINAL RECONSTRUCTION � N0.1�t67 M � �/=TE PUB. RD. FISCAL SHEET TOTAL 21 21 I DIV. N0. STATE FED. ND PROD. NO. YEAR NO. SHEETS u MASS. F13D-005(003) 1995 21 1 46 ,�'b gg CONCRETE HEAD DOLPHIN , APPROACH DOLPHIN , FACE OF EXISTING STEEL GQ SHEET PILE BULKHEAD PIER DOLPHIN , BERTHING CAP — PILE/PILE CAP LOCATION PLAN PIER DOLPHIN SEE � B 9 � 18'-0" v Q.1 2'-4" 4'-8" 4'-8" G p, 1 CHAMFER ON EAST HEAD 1'-r G 90 /� DOLPHIN ONLY. WEST DOLPHIN 0 u:\ �� CORNER IS SQUARE BERTHING CAP 0 O1 _\0 ' SEE Gp N °�' / 512� 0 0 3� "o 21 21 0 O LA O Gp ° NOTE: II^II I I b U C7 � � 1. PILE LOCATIONS SHOWN ° 0 AT ELEVATION +0.0' 0 O 0 ° Gp,� N �• Sip .f 4 0 2. FOR REINFORCING O o� FAR EL�NE 2k8 SEE DETAIL B & CP-4 — — 2'-6" 0 ° Gp,1 LA ' S'\P 3k00 11'-0' 21 23 2,-4" 4'-T 4'-8" 2'-4" HEAD DOLPHIN MID) 0 1 'P' = rI}.72� 9 -3" SEE 6 gC� o\ 3'-0" 0 \ 2kOg'LA 3'-0" 21 21 0 N. 4's k20 k50 I I I ° 0 1,3 14 o - 2 s�► 2 rA PLAN—HEAD DOLPHIN 0 G o \ �, 325 � ag0 � � � � �,j 21 21 SCALE: 1/>�'=1'-0" N� w ��6 �x V°' �, *• �kOp NOTE: NOTE: o SSP 2 1. PILE LOCATIONS SHOWN 10 1. PILE LOCATIONS SHOWN 0 AT ELEVATION +2.0' ;;� AT ELEVATION -0.5' r 2. FOR REINFORCING 2. FOR REINFORCING SEE DETAIL 8 30' L 3Q SEE DETAILB3V 30 k00 6 42 SAP �, 21 23 CP-11 do CP-12 21 23 CP-1, CP-2 do CP-13 Ov ' O��uN �2k +k \ e � 0 cp_3 B PLAN—PIER DOLPHIN C PLAN—APPROACH DOLPHIN i \ /g ° �21 SCALE: 1/Ir=1'-O" 21 21 SCALE: 1/8"=1'-0" �- /9 /9 0 CP_2 0 APPROACH DOLPHIN SEE 21 21 CF-� 1600 X .375 WALL LEGEND ° PIPE PILE M STA 2+50 STATIONS IN FEET 5/16 PILE EMBEDMENT: f — — _— -1 — — — —— - O 16"0 STEEL VERTICAL PIPE PILE PLAN 1'-6' FOR DOLPHINS I ( \ \ AND BERTHING CAP, I I \ \ I I \ \ A 16'0 STEEL BATTER PIPE PILE SCALE: 1/16"=1'-0" 9" FOR WEST BRIDGE CAP, 12" FOR ALL OTHER I I \ \ CP-1♦ CONTROL POINT DESIGNATION 6(7 1/2" 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: 3/4"=1'-0" NOTES: 1.) ALL BATTER PILES DRIVEN WITH 12' (VERT.) ON 5' (HORIZ.) BATTER D PILE DETAILS 2.) FOR PILE POINT, SPLICE AND EMBEDMENT SEE DETAIL SEE BERTHING CAP F 21 21 SCALE: 3/4"=1'-0" D TYPICAL PILE LAYOUT 21 21 21 21 21 F — — — — — — — — — 5'-0" 5'-0' I i � O O O 1 0 O I 0 O O 0 O O O O O O 0 0 0 CP-6 CP-7 CP-8 CP-9 CP-10 O I 0 � I I b O O 66.5' 90' — -- — — — — — — — CONTROL POINT (TYP) 127'-5 1 2" 7'-6" 3'-6" 3'-6' 7'-6" b s NOTE: rE PLAN--BERTHING CAP F BERTHING CAP TYPICAL PILE LAYOUT 1. PILE LOCATIONS SHOWN 21 21 SCALE: 1/16"=1'-0" �t21 SCALE: 3/16"=1'-0" AT ELEVATION +3.0'. 1/16"=1' 3/16'=1'-0" 1/8"=1' 3/4"=1'-0" 16' 12' 8' 4' 0 16, 32' 8' 4' 2' 0 4' 8' 8' 6' 4' 2' 0 8' 16, 1' 6" 0 1' 3' SCALE IN FEET SCALE IN FEET SCALE IN FEET SCALE IN FEET TOWN OF BARNSTABLE FERRY TERMINAL RECONSTRUCTION DN. NO. YEAR NO. SHEETS 1 " STATE FED. ND PROD. W. Fl� SHEET TOTAL 1 Q�iTE it t MASS. FBD-005(003) 1995 22 46 1 PROPERTY LINE r- FACE OF EXISTING STEEL , �-� C 0 N C R ETE PIER- PILE/PILE CAP PLAN — — SHEET PILE BULKHEAD / 1 CP-28 13'-9" / FACE SHEETOPILE�ISTING BULKHEAD EL 7'-d 5'-d ' AT PROPERTY LINE //// 2'-Cr 8*-4!' 1 b 11 1 -- PROPOSED CONCRETE N R BULKHEAD CAP SEE DETAIL THIS SHEET 1 0 �� I / zo 1 STAI R #4 p 70 1 / 1 N CAP SUPPORT � m 4'-d // ;r 1 SEE 0 O0 , KA p _ I 22 29 O n GP I /T— ;�, 00 �o 1 O O CP ?� / / `��+ N CP-14 - io To -d to NOTE: I ' / b - CP-16- 4'-4 1 \v+ \w \ \P �SEL\N� Q -L1 Q 1 1. PILE LOCATIONS SHOWN 3 -4 1 O p CP 12 o �� f�RR� `D AT ELEVATION +5.00' 6'-0" 6'-d c,► c� b \ 1 ° o / ' `r \w i— sip, �'�� NOTE: , /// ,_ EAST BRIDGE CAP 1 �, 2'-Cr /1 o d 2 Cr A 1 p 'w l/ 0 Zk30 1. PILE LOCATIONS SHOWN 1 O p �EP,2 \w AT ELEVATION +3.17' 14'-0" SCALE: 1/8"=1'-d � 1 0 1 p 'a 0 ifs p —NIB \ � }g0 BRIDGE ABUTMENT 16'-d O N CP,11 \Nti �k�0 SCALE: 1/8f=1'-d 2'-8" 4'-11" 5'-11" 1'-8" 1 O o 2k00 _LC CP-15- 2 _d \ siP LEGEND 1 O p STA 2+50 STATIONS IN FEET 6__ 0 b O 16"0 STEEL VERTICAL PIPE PILE O NOTE: 1 1 0 0}ag,08' Okg4 65 EAST BRIDGE CAP ZP 1k50 16"0 STEEL BATTER PIPE PILE 1. PILE LOCATIONS SHOWN10 i O CP-2� 29/i ; �O tgO SEE DETAIL THIS SHEET 5 CP-14 AT ELEVATION +5.00' cv 92• O CONTROL POINT DESIGNATION I 25 O REINFORCING DETAILS WEST BRIDGE CAP NOTE: SCALE: 1/8"=1'-d _ O WEST BRIDGE CAP PLAN 1.) ALL BATTER PILES DRIVEN WITH ' 1 SEE DETAIL THIS SHEET 5/12 BATTER 1 SCALE: 1/16"=1'-Cr 2.) FOR PILE POINT, SPLICE AND 76'-1 Cr BRIDGE ABUTMENT i EMBEDMENT SEE DETAIL SEE DETAIL THIS SHEET 8 d 8 d 8 0" 7'-6" 7 -6" 7 6" 8 0" 8 d 8 d 2'-d D , �21 0 -o I b CP-29 O O O O O 0 0 0 O 0 5-1 1/4 - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I N CP-27 uu Ffi 1" (�) BETWEENHEET PILE 1 AND _ PROPOSED BULKHEAD CAP N I I CAP #1 ' 4 SCALE: CD NOTE: `.� LOWER CAP 1 1.) PILE LOCATIONS SHOWN I AT ELEVATION +5.17' I 1'-1 1/2" LOWER CAP 10 2,-6 1 ,b UPPER CAP 2'_6" � f b CONCRETE BULKHEAD CAP 0 b 1 SEE DETAIL �( i CP-28 UPPER CAP I � bi BATTER PILE rE i '� CAP #11 ONLY 2'-6" �29 BATTER PILE 1 CAP #6 ONLY N b �� NOTE: 2'-6" �1 f I i 1. ALIGN BULKHEAD AT CP-27 & CP-28 ZD °O i, WITH CENTER OF CAP. CONSTRUCT THE CAP IN A STRAIGHT En LINE FROM THE CONTROL POINTS 2. BULKHEAD CAP CONSTRUCTION SIMILAR ON PORTION OF BULKHEAD WEST OF THE TRANSFER BRIDGE ABUTMENT 16' 12' 8' 4' 0 16' 32' to to I ' N P-17 P-18 P-19 CP-20 CP-21 do CP-22 CP-23 THRU CP-26 i `\�i CP-27 SCALE IN FEET CAP #2 CAP #3 CAP #4 CAP #5 CAPS #6 & #7 CAPS #8 THRU #11 8' 6' 4' 2' 0 8' 16' SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-d SCALE: 1/8"=1'-0" SCALE: 1/8"-1'-d 1'-1 1/2" 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: 1/2"=1'-d SCALE IN FEET OF"�'f�� TOWN OF BARNSTABLE 6 O 6" CUT 2" AWAY FROM PILES f6 O 12" RTD mwjcmw r FERRY TERMINAL RECONSTRUCTION lamaRD. nSCAL SHEET RQ1 3 W. N0 STATE I FED. ADD PROJ. NO. YEAR N0. SHEETS j � C�"1•�� G �, MASS. FBD-005(003) 1995 23 46 • —j. — CONCRETE DOLPHIN REINFORCING DETAILS • 3" MIN. COVER (TYP) 3" MIN. COVER (TYP) 6 O 6" CUT 2" AWAY FROM PILES 6 O 12" . D a • 3• MIN. COVER (TYP) J co a U +1 O O co c.> lo 1 0, • o co .0 I I 3" MIN. COVER (TYP) L _ - - L - - CHAMFER ALL VERTICAL B D EDGES 1" (TYP) CHAMFER ALL VERTICAL NOTCH IN EAST HEAD DOLPHIN ONLY EDGES 1" (TYP) BOTTOM REINFORCING PLAN TOP REINFORCING PLAN BOTTOM REINFORCING PLAN TOP REINFORCING PLAN DOLPHIN DOLPHIN (10'-3" APPROACH DOLPHIN) (9'-3" APPROACH DOLPHIN) DOLPHIN DOLPHIN 11'-0" 11'-0" 13'-0" CHAMFER TOP EDGES #6 O 12" CHAMFER TOP EDGES 1- (TYP) RIDGE EL +12.0' #6 ® 12" 3" MIN. COVER (TYP) #6 O 1 EDGE EL +12.6'2" RIDGE EL. +12.7' MIN. COVER (7 1)� EDGE EL +11.9' i • • 6 O 12" 6 O 12" • I (ALL SIDES) (ALL SIDES) • #60 12" #60 12" #6 W/STD 180' HOOK (ALL SIDES) (ALL SIDES) #6A 0 4 PER PILE 6" � PILE REINFORCING TO BE BENT AS NECESSARY TO MAINTAIN I I I I I MINIMUM COVER. (TYP) / / o PILE CUT OFF PILE CUT OFF • #6 O 6" #6 O 6" / / / i I 1 EL +3.5' (+1.0' APPROACH I i I I ( i I i EL +3.5' (+1.0, APPROACH \ I /� 1 \ 'I r • r l j f 1 r l t f > r l i ! 1 r l 1 f 1 'b, . / / / ( ( ( _l DOLPHIN) 11 1 ( I t l l DOLPHIN) 1 a I I I I I I I I • ►-� / / / // // // I I I I i l 11 1 t l l 11 1 I i I J 1 . .1 .I .i • . . . 1. 1. 1 • • • • • • • j ` , PILE CUT OFF _ v EL +2.0' (-0.5' APPROACH i ( EL +2.0'(-OL APPROACH PILE CUT OFF EL +1.5' EL +1.5' / / / 1 I I b DOLPHIN) ( 1 3' MIN. COVER (TYP DOLPHIN) � I I I i I i • / / / / / / / / / I I I 11 1 11 1 11 1 / / / I I I r,, I I I I I i l l N • / / I / / / / / I / '' • I t l I I I I l i 11 1 �6 O 6" EL 0.0' 1 I I I ( I ( I EL 0.0' S #6 W/STD 180' HOOKS ` (4 PER PILE) 3" MIN. COVER (TYP) #606" � i/ / � � � �� vsos" iII III III 12 5 I 5 5 I 1 1 s8 16"0 CONCRETE FILLED 1600 CONCRETE FILLED ( ) ( 12 2 12 16" CONCRETE FILLED 16"0 CONCRETE FILLED STEEL PIPE PILES TYP STEEL PIPE PILES TYP) STEEL PIPE PILES (TYP) STEEL PIPE PILES (TYP) Li Ld bJ �aJ SECTION A—A SECTION B—B SECTION C—C SECTION D—D A HEAD DOLPHIN DETAILS B PIER DOLPHIN DETAILS —0- 12f J23 SCALE: 3/8"=1'-0" ��2 (APPROACH DOLPHIN SIMILAR) 2' 1' 0 2' 4' SCALE: 3/8"=1'—0" SCALE IN FEET TOWN OF BARNSTABLE mamma FERRY TERMINAL RECONSTRUCTION own DN N0. STATE FED. MD PROD. W. YEAR NO. SHEETS t ..-� MASS. FBD-005(003) 1995 24 46 BERTHING CAP REINFORCING DETAILS - PILE CAP CUT-OUT !TYP) SEE DETAIL A 24 4 4 I #6 O 12' PLAN - TOP REINFORCING �- #6 O 12" O.C. � z ' 0 0 0 0 o 0 #40# 0 #6 O 6" (CUT 2- AWAY FROM PILES) O CUT-OUT FOR 14" 2'-0" PILE CAP PLAN - BOTTOM REINFORCING 71 M - - - - - - - - - - -a � N I #6 STIRRUP 12" O.C. 1 � L� POSITION OF PILE CAP CUT-OUT FOR DECK PLANK 5'-Cr BERTHING CAP REINFORCING NOT SHOWN 3" CHAMFER ALL EDGES 1" (TYP) FOR CLARITY EL +12.9' END FACE 16 O 12" O.C. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EACH WAY BOTH ENDS. #6 O 12" • 6 STIRRUP O 12" i 0 i ,if fiv i qi-rlt, I 3" MIN. COVER (TYP) PLAN #6 O 6" 2- ADDITIONAL #6 BARS 2'-0" 2- AS SHOWN - - - - - - - - - - - - i PILE CUT OFF EL +4.5' \• .\ ADDMONAL #6 BARS I I \ \ k"` PARTIAL ELEVATION N 10' LONG ��� \� 110 I I I I \ \ \ \\ ilq - - - - • .I f .\ f \. \J\ • • EL +3.0' o b PILE CAP RENFORCING 3" MIN. COVER (TYP) CONCRETE BERTHING CAP REINFORCING BERTHING CAP NOT SHOWN FOR SCALE: 3/16"=1'-O" REINFORCING CLARITY . #6 O 12" 16-0 PIPE PILE (TYP) If SECTION 4' 2' 0 4' e' 12' rA"" SECTION B DETAIL ® PILE CAP CUT-OUT SCALE IN FEET 24 J24 SCALE: 3/8'=1'-0" �24 SCALE: 3/8'=1'-0" 3/8"a1' 2' 1' 0 2' 4' 6' NOTE: ALL REINFORCING STEEL TO BE SPACED AS SHOWN. SCALE IN FEET 3/4'=1 '-O" 1 6' 0 1' 3' SCALE IN FEET TOWN OF BARNSTABLE / w FERRY TERMINA L RECONSTRUCTION TO FOLLOW ANGLE OF '✓ / T �'r 0 STATE FED. AID PROJ. N0. YEAR NO. SHEETS 2'-0" 2'-0' 4'-0" NEW BULKHEAD CAP 7'-� BULKHEAD CAP / // �, MASS. FBD-005(003) 1995 25 46 BRIDGE ABUTMENT/SUPPORT CAPS EL +7.0' 111 1 . fill b' STEEL SHEET PILE LAYER OF RIPRAP III If fill , EL. +5.17' / � b N 5 N / B , / N CUT REINFORCING Y AWAY FROM PILES (TYP) FERRY SLIP / I 5 � � 16'-0" BASELINE A b E71 5 C 0 0 0 + b1,Zj o o bG W � � I 5 Efi7fff+H L. +7.0' "\ / F '�, 2'-0" 2'-Or 4'-0" 2'_0" / D 14' 0" H BRIDGE ABUTMENT 14 12 PLAN PLAN PLAN NOTE: NOTE: NOTE: BOTTOM STEEL SHOWN BOTTOM STEEL SHOWN BOTTOM STEEL SHOWN TOP SIMILAR. TOP SIMILAR. TOP SIMILAR. BRIDGE ABUTMENT SURFACE PLAN BRIDGE ABUTMENT EAST BRIDGE CAP WEST BRIDGE CAP SCALE: 1/4"=1'-0' SCALE: 1/4"=1'—0" SCALE: 1/4'®1'-0" SCALE: 8'-0" 14'-Or CHAMFER TOP EDGE i" (TYP) 4'-0' 2'-Cr 2'-0" EL. +7.0' 100 DOWEL FOR PLANK 12" 12" EL +7.0 SEE DETAIL CHAMFER T(OP�) SINGLE LAYER EL +7.0' � EDGES 1' OF RIPRAP b — #4 STIRRUP O 6" b #4 STIRRUP O 5' of E EL. +7.04 STIRRUP O 6" #5 REINFORCING I #5 REINFORCING s 2s - - - - - - -� -I (TYP) cv b iv b� b 2'-4" t 1 I BULKHEAD AND BACKFIL.L bv w w v w w v wb #5 REINFORCING TO BE REMOVED FOR r - I r - - r - - n I ''� (rn') 12" LAYER OF FILL PLACEMENT OF ABUTMENT I I N L IAD UNDERLAYER STONE 3" MIN 3" MIN • • • • COVER (TYP) COVER (TYP) COVER MIN #504" TdcB SHEET PILE BULKHEAD #5 O 4" T do B #5 O C T do B L)d Ld rW SECTION B SECTION C SECTION rD SECTION 25 25 SCALE: 1/4"=1'-0" 25 25 SCALE: 3/8"=1'-0" 25 25 SCALE: 3/8"=1'-0" 25 25 SCALE: 3/8'=1'-0" 27'-6" 12'-0" . 1"0. DOWEL FOR PLANK 16'-0" SEE DETAIL E s'—o" 12" #4 STIRRUPS O 13" 3" MIN #5 O 8" #4 STIRRUPS O 13" 3" MIN #5 O 6" COVER COVER 25 29 12• #5 O 6" #4 STIRRUPS O 9" TMIN 3" MIN EL. +6.5 (TYP) EL +6.5 (TYP) b COVER #5 O 6" COVER EL. +6.5 EL. +6.5 (TYP) b • • . . • • • • . • . • • i • • • i . • f 5 #5 O 8" 16*0 PIPE � #4 STIRRUPS O 9" #5 O 8" PILES (TYP) � IIES O er 12 16"� PIPE -f— 16"0 PIPE 16"� PIPE PILES (TYP) PILES (TYP) PILES (TYP) rE SECTION F SECTION G SECTION H SECTION �25 SCALE: 3/8"=1'-0" 25 25 SCALE: 3/8"=1'-0" 25 25 SCALE: 3/Er 1'-0" 25 25 SCALE: 3/8"=1'-0" 1/8"=1' 1/4"=1' 3/8"=1' 8' 6' 4' 2' 0 8' 16' 4' 2' 1' 0 4' 8' 2' 1' 0 2' 4' 6' SCALE IN FEET SCALE IN FEET SCALE IN FEET e TOWN OF BARNSTABLE FERRY TERMINAL RECONSTRUCTION PLN3. RD. STATE FED. AID PROD. NO. YEAR INO. TS OT f 76'-10" _ MASS. FBD-005(003) 1995 26 46 22'-C- CONCRETE PILE CAP N 0 . 1 & 2 NOTCH IN CAP FOR DECK PLANKS SEE SECTION rB J26 3" MIN. COVER (TYP) f ,1 -� 3" MIN. COVER `_ FACE TO PARALLEL BULKHEAD CAP \_ #5 BARS, CONT. (TYP) (�) ANGLE TO MATCH \_#5 BARS (TYP) FERRY SLIP BASELINE PLAN — TOP REINFORCING PLAN — TOP STEEL er #3 ANCHOR STIRRUPS G' 18" MAX. SPACING 1 12" #4 STIRRUPS 1 127 o#4 STIRRUPS (TYP) - 13" MAX. SPACING EL +8.30' �n CV 1 12" 13' MAX. SPACING 1 12 13 MAX. SPACING 1 12" 13" MAX. SPACING 1 12"13" MAX. SPACING t 12"13" MAX. SPACING 1 12"13" MAX. SPACING 12�12" 13" MAX. SPACING 1 12" 1 T MAX. SPACING 1 12 13 MAX. SPACING 1 12" rn b -- — -- � - T #4 STIRRUPS (TYP) o- - - _ - - - - - - 16*0 PIPE PILE (TYP) #5 BARS (TYP) EL. +6.50' -- ELEVATION LJ LJ LJ -Ij L� LJ-� `IfrO PIPE PILE #5 BARS (TYP) CUT REINFORCING 2" AWAY C D ELEVATION FROM PILE (TYP) 6 3" MIN. COVER (TYP) N 3'-7" \_#5 BARS (TYP) 3.-7" A B PLAN -- BOTTOM STEEL I CUT REINFORCING 2" AWAY FROM PILES (TYP) 3" MIN. COVER o (TYP) CONCRETE CAP No. 2 -� SCALE: 1/4w=1,-(f o 0 0 0 0 0 2'-Er 2'-s" I \_#5 BARS, CONT. (TYP) 5-#5 5-#5 j STAIR #3 SIDE I PLAN — BOTTOM REINFORCING 5" le -- I #3 ANCHOR STIRRUP (TYP.) #3 ANCHOR STIRRUP (TYP.) IEL. +8.3 rn � -4 . , #4 STIRRUP (TYP) a . o #4 STIRRUP (TYP) CONCRETE CAP No. 1It Or 7' 1 4 SCALE: 1/4"=1'-0" 3" MIN COVER 3" MIN COVER / " I (TYP) I • (TYP) 19-#5 7' 1 4" 20' EQUAL SPACING • #5 BAR (TYP) - - - - #5 BAR (TYP) � 4 #5 SHEAR DOWEL 12" r) - _ - _ ifMAX. SPACING EL. +6.5 LOCATED AT STAIRS I.,,,- CHAMFER UPPER EDGES 1/2" #4 STIRRUP (TYP) NOTCH IN CAP FOR 9- 5 CHAMFER EDGES 1" 16"0 PIPE PILE DECK PLANKS (TYP) CD BAR (TYP) I 3w MIN COVER . - - - 1" 0 DOWEL (TYP)) - - - - "' SEE DETAIL E 3" MIN COVER (TYP) 26 29 CHAMFER BOTTOM EDGES 1" 16"0 PIPE PILE 19-#5 (TYP) C SECTION rY SECTION EQUAL SPACING �26 SCALE: 3/47a1'-0" 26 26 SCALE: 31,C V-0" A SECTION B SECTION 26 26 1'-0"SCALE: t/2'=1'-0" 26 26 SCALE: 1/2"a 3/4"=i '-o" 1/2"=t'-0" 1/4"=t'-o" 2' 1 ' 0 1 ' 2' 2' 1 0 2' 4' 4' 2' 0 4' 8' SCALE IN FEET SCALE IN FEET SCALE IN FEET . 1 TOWN OF BARNSTABLE a FERRY TERMINAL RECONSTRUCTION 3' 6-1/2" 9'-10" Pam' STATE FED. AID PROD. N0. FlSCAL SHEET TOTAL DIV. NO. YEAR NO. SHEETS STAIR #4 SUPPORT CAP MASS. FBD-005(003) 1995 1 27 1 46 ! No 3 & 4 DETAILS -; -;-- SEE DETAIL A �`��CONCRETE PILE CAP I I I I I I �29 � 3" MIN. COVER I (TYP) 49'-6" _ I ---- -- 3" MIN. COVER 5-#5 BARS (LOWER CAP) 9-#5 BARS (UPPER CAP) PLAN — TOP STEEL 25'-9" UPPER CAP 9-#5 BARS (LOWER CAP) 9-#5 BARS (UPPER CAP) 6" 13 ANCHOR STIRRUPS 6' I 1 I N I I I 18" MAX SPACING 4 STIRRUPS 1 1 4 STIRRUPS 1 12" CAP SUPPORT BLOCK 13" MAX SPACING 13" MAX SPACING /-#4 STIRRUPS (TYP) SEE DETAIL STAIR #4 SUPPORT CAP C � EL +12.90' SEE DETAIL�27 K"A PLAN — TOP STEEL 2 �29 a O EL +8.30' #5 BARS (TYP) 21'-8" UPPER CAP I I 3 ANCHOR STIRRUPS 18" MAX SPACING 6„ ao 4 STIRRUPS 127 1 4 STIRRUPS - ,12- 1 PIPE PILE �° I I 13" MAX SPACING 13" MAX SPACING CAP SUPPORT BLOCK I I #4 STIRRUPS (TYP) #4 STIRRUPS SEE DETAIL Koc-,� EL +12.90' 12" 12" 13" MAX. SPACING 12" 12" ELEVATION 27 27 � 6" 3 ANCHOR STIRRUPS L 1 1 8" 6Lm " r r iv 1 T MAX. SPACING 3 ANCHOR STIRRUPS b 16'-0" #3 ANCHOR STIRRUPS 18" MAX SPACING LOWER CAP 15" MAX. SPACING EL +8.30' I #5 BARS (TYP) ,dd B Ad�A �7�7) I 7 ; CUT REINFORCING 2" AWAY (T )MIN. COVER WO PIPE LJ LJ FROM PILE (TYP) PILE (TYP) #5 BARS (TYP) I I I 1 14 STIRRUPS 12" 1 4 STIRRUPS 1 1 I 13" MAX SPACING 13r MAX SPACING N 31'—r LOWER CAP 9—#5 BARS (UPPER do LOWER CAP) ELEVATION PLAN — BOTTOM STEEL A B 7 27 27 CUT REINFORCING 2" AWAY FROM PILE (TYP) 3" MIN. COVER CONCRETE CAP N o. 3 IFT (TYP) SCALE: 1/4"=1'-0" N I I I 1 I I I I 0 I I I I 2'-6" 2'-6" i i s� 9-#5 BARS I I (UPPER & LOWER CAP) I 1 5-#5 945 2'-f. PLAN — BOTTOM STEEL 8" 8" 4_ 5 CONCRETE CAP No. 4 �— #3 ANCHOR STIRRUP (TYP) _ �— #3 ANCHOR STIRRUP (TYP) TOP do BOTTOM SCALE: 1/4"=1'-0" �., O CENTERLINE OF CAP O CENTERLINE OF CAP 6' 15" 6" 8" o, #3 ANCHOR STIRRUP (TYP) O CENTERLINE OF CAP #4 STIRRUP (TYP) d ' 14 STIRRUP (TYP) — � 3" MIN. COVER (TYP) � � 3" MIN. COVER (TYP) � 2-#4 STIRRUPS (TYP) � I • I 2-#4 STIRRUPS r.-----__ EQUAL SPACING `�* 3" MIN COVER (TYP) #5 BAR (TYP) I �,. #5 BAR (TYP) I N CHAMFER ALL EDGES CHAMFER ALL EDGES •- #5 BAR ) 9-#5 1" (TYP) 1" (m') 16" 0 PIPE PILE X—C ELEVATION SECTION 4' 2' 1' 0 4' e' SCALE IN FEET A SECTION B SECTION C CAP SUPORT BLOCK DETAIL 1, Ir 0 3/4" 1. -o" 3' 27 27 SCALE: 3/4"=1'-0" �27 SCALE: 3/4"=1'-0" 27 27 SCALE: 3/4"=1'-0" SCALE IN FEET 48'-6" ^v---� - BERTHING CAP TOWN OF BARNSTABLE - \\ 24'-T FERRY TERMINAL RECONSTRUCTION \ \ BERTHING CAP + PUB. RD. FlSCAL sHEEf TOTAL r--- -----, oil rs DIV. No. STATE FED. AID PROD. NO. YEAR NO. SHEETS MASS. FBD-005(003) 1995 28 46 410 CONCRETE PILE CAP No. 5 — 11 DETAILS - I - I 11-#5 BARS I ' PLAN — TOP STEEL 2'—d 5- 5 BARS PLAN — TOP STEEL ' 6" #3 ANCHOR STIRRUPS 18" O.C. MAX 6" --------- EL. +12.9 BERTHING C 3 ANCHOR STIRRUPS 18" O.C. MAX. 6" I I I I I I \ I I EL. +12.9 LJ LJ LJ I ' � , I 12" 12 10 EQUAL SPACES 1 12m 12 EQUAL SPACES 12" 1 Z 1 1Z 13 EQUAL SPACES i , i , I�f BERTHING CAP #4 STIRRUP SPACING BATTER PILE ' AT PILE CAP #11 ONLY I I ELEVATION 1 1 1 1 16 EQUAL SPACES I L-----------1 #4 STIRRUP SPACING I I I I -- - BERTHING CAP A B CUT REINFORCING 3` ' �,- \ AWAY FROM PILES (TYP) \ ELEVATION \ \ BERTHING CAP \ E F ---- Pi \ 2 -6" \ I 11- 5 IN 11- I 11-#5 BARS ---' - � � �-- �3 ANCHOR STIRRUP (TYP) '' � �- �3 ANCHOR STIRRUP (TYP) O CENTERLINE Of GAP � � / O CENTERLINE OF CAP - ' - CHAMFER ALL EDGES - - CHAMFER ALL EDGES 14-#5 BARS PLAN — BOTTOM STEEL i i 14 STIRRUP : • #4(TypS) RUP ----------J (Ty') PLAN - BOTTOM STEEL (nrPj COVER 1 �"P� COVER CONCRETE CAP No. 5 N N SCALE: 1/4"=1'—d -- . 5 BAR (TYP) «. #5 BAR (TYP) CONCRETE CAP No. 8,9,10, do 11 SCALE: 1 4"=1'—d + 1 TO PIPE PILE 3s'-6" / i BERTHING CAP i I , I , I , I , I '— A SECTION B SECTION 1 28 28 SCALE: 2J82 8 SCALE: 1/20=1'—d I ' 1 9-#5 BARS I ' PLAN — TOP STEEL J 6" L #3 ANCHOR STIRRUPS 18` O.C. MAX , 60 EL. +12.9 2 -6" 2 6" ----- I 5-#5 ' 5-#5 BERTHING CAP 8w #3 ANCHOR STIRRUP (TYP) g' �--#3 ANCHOR STIRRUP (TYP) �. �- #3 ANCHOR STIRRUP (TYP) �, �-- #3 ANCHOR STIRRUP (TYP) O CENTERUNE OF CAP O CENTERLINE OF CAP °' / O CENTERLINE OF CAP O CENTERLINE OF CAP CHAMFER ALL EDGES - - CHAMFER ALL EDGES - - CHAMFER ALL EDGES - - CHAMFER ALL EDGES I I I L j L j BATTER PILE 1"(TYP) 1"(TYP) 1w (TYP) 1` (TYP) AT PILE CAP #6 ONLY , 1 12 1 1 1 13 EQUAL SPACES ' i #4 STIRRUPS)TIRRUP , Up , STIRRUP 13 EQUAL SPACES 12 I ( ) ( ) fT4 YP 4 STIRRUP SPACING ' ' 103"MIN COVER 10 3"MiN COVER � , 'MIN COVER 10 -I (TYP) (TYP) I (�) � (TMPj COVER , I N N N N ELEVATION I i -- #5 BAR (TYP) 5 BAR (TYP) ----► #5 BAR (TYP) #5 BAR (TYP) 1 TO PIPE PILE 9-#5 I 16"O PIPE PILE 14-#5 BERTHING CAP CD -------- 2 I , 07�f I , I t C SECTION D SECTION E SECTION F SECTION _0= I ' 28 28 SCALE: 1/2"=1'-0" 28 28 SCALE: 1/2"=1'—d �28 �28 SCALE: 1/2`=1'-d 28 28 SCALE: 1/2"=1'-O" I 1 9-#5 BARS I ' I ' PLAN — BOTTOM STEEL -------J 1/4„-1' 4' 2' 1' 0 4' 8' SCALE IN FEET CONCRETE CAP No. 6 & 7 1/2"=1 ' SCALE: 1/4w=1 —d SCALE IN FEET 13'—s" TOWN OF BARNSTABLE FERRY TERMINAL RECONSTRUCTION � NO. STATE FED. AID PROD. NO. FISCAL SHEET TOTAL YEAR N0. SHEETS PILE CAP �I I I 1 MASS. FBD-005(003) 1995 29 46 I CONCRETE PILE CAP/MISCELLANEOUS DETAILS TO BE CAST I I I I C4 INTEGRAL WITH 1 4-#5 REINFORCEMENT 1 Jam— PILE CAP CAPS 3 do 4 (TYP) I I I I B I I I I ' 3'-6_ t/ 9'-1c" DA D I PLAN - TOP STEEL - - —_ C4 CAP #3 3" MIN. COVER 13'-6" (TYP) s" 3 ANCHOR STIRRUPS 6" STAIR #4 SUPPORT CAP LAYOUT �, 18" MAX SPACING SCALE: 1/8"=1'-0' N 12" 4 STIRRUPS 12" 13" MAX SPACING 12" ELEVATION TO MATCH PILE CAP #5 gARS (TYP) -� N PLAN 115 BARS (TYP) #4 STIRRUPS (TYP) EL +12.90' SCALE: 3/8"a 1'-(f FOR ELEVATIONS ELEVATION EL +8.30' 1.-go SEE SHEET 14 5— 5 4-#5 #5 BAR 13'-60 Q :_ 1 1 _ 5• J4 STIRRUP CAP 4 • • • 13" 0.C.(TYP) T— rB ELEVATION b b 3"MIN COVER PILE CAP ----i I I II J i I 2 ` GIRRUP ANCHOR N (TYP)9 29 SCALE: 1/8"=1'-0" o, (TYP) I `"Ef 1 { I #5 BAR (TYP) I I i 3" MIN COVER I b EXISTING CHANNEL CAP I CHAMFER ALL I I I I EDGES 1- (TYP) TO BE CAST 1 I I {�.:-- PILE CAP � �4 STIRRUP (TYP) � 6"MIN ` 6"MIN INTEGRAL WITH I CAPS 3 do 4 (TYP) I 5-15 REINFORCEMENT I I EL +12.90' EXISTING STEEL I I I SHEETPILE BULKHEAD #5 BAR (TYP) I EL +8.30' �. R ALL EDGES ELEVATION SECTION PLAN — BOTTOM STEEL � s— 5 CAP #3 SCALE: 3/!P-I'-d' SCALE: 3/4'=1'-0' A STAIR #4 SUPPORT CAP DETAIL rE ELEVATION rD SECTION rE SHEET PILE BULKHEAD CAP 21 28 SCALE: 1/4"=1'-0" 29 29 SCALE: 1/8"=1'-T ��2 SCALE: 3/4"=1'-Or �29 SCALE AS SHOWN 4 26 2" THICK X 8" HIGH ASPHALTIC JOINT FILLER 3"0 SLEEVE W/1"0 DOWEL (TYP) 1/4" THICK ASPHALTIC JOINT FILLER TO BE USED AT LOCATIONS WITH NO CONCRETE 2 0 SLEEVE IN PLANK I OVERLAY, SEE WEST BRIDGE CAP SHEET 125 TO BE FILLED W/ NON- O I SHRINK GROUT iv ACCESS PLANK I \ 3'-3" WIDE I 1/4" THICK (TYP) BEARING PAD (TYP) FULL LENGTH AND DECK PLANK NON-SHRINK WIDTH PLAN GROUT PLUG 1"0 ANCHOR DOWEL 1" THICK FOAM T PLUG SECTION 3"0 SLEEVE IN PLANK TO BE FILLED W/ NON- SHRINK GROUT PLUG (TYP) 2"0 SLEEVE PLANK BERTHING CAP -� ,� DECK � 1 4 =1 4' 2' 1' 0 4' 8' 1/4" THICK ACCESS PLANK 6 17' FROM EDGE SCALE IN FEET BEARING PAD (TYP) BEARING PAD TYP ) OF PLANK (TYP)FULL LENGTH AND 1"0 X 1 1" LONG DOLPHIN � TYP WIDTH ANCHOR DOWEL (TYP) NOTE: 3/8"=1' 1.) 2 DOWELS/END USED 2' 1• 0 2' 4' 6' PLAN ON PLANKS < 6' WIDE. SECTION PLAN 2.) 3 DOWELS/END USED SCALE IN FEET MERTHM CAP/DOLPHIN CONNECTION ON PLANKS 12 2 6' WIDE SPACED 12" FROM EDGES • DOLPHIN, AND AT CENTER OF PLANK. rG DECK PLANK CONNECTION DETAIL SCALE IN FEET rFF ACCESS PLANK CONNECTION DETAILS 32 29 SCALE: 3/4'=1'-0' �29 SCALE: 1/2"a1'-0" 26,26 3/4"=1'-O" 1' 6' 0 1' 3' SCALE IN FEET TOWN OF BARNSTABLE FERRY TERMINAL RECONSTRUCTION ON N0 STATE FED. ND PROJ. NO. FlSC/�L SHEET T OTAL YEAR NO. TS a t� MASS. FBO-005(003) 1995 30 CONCRETE PIER- DECK PLANK PLAN PRECAST, PRESTRESSED \ ` V Z CONCRETE DECK PLANK (TYP) \ SEE DETAIL A �3O 70 EXISTING FACE OF STEEL SHEET PILE BULKHEAD O \ O \ \\ \ \� \ \ \ \ o O ACCESS PLANK \ \ \ \ \ �a\ \ \ \ SEE CONNECTION DETAIL o \ \ KT \ , � , o 0 29 29 ' \\ ® � \ \ \ W�� I , \ \ , 0 g7 \ \ \ 7,0 \ \ \ \ � , PRECAST, PRESTRESSED CONCRETE PLANK SCHEDULE @) R oID \ y \ \ o DIMENSIONS REBAR COUNTS R \ f6 W L1 L2 p ° b (MAX SP) q STRANDS) QTY W pal I I O \ C � \ \ ` \ L C , I SE` \ \ \ \ A 6'-5" 20'-5" 22'-6" 8" 8 1/2" 12 1 Ro ON \ Ilool \ O B 8'-0" 22'-6" 25'-4' 8" 8 1/2" 22 1 DL � ._ . " " 1 8 6 0" 14 -9 16 -10" 8" 11 8 1 5 L � \ �, \ \ o ` D 6'-9" 16'-10" 19'-1" 8" 8 1 2" 10 1 W4� E W�"SEE 8 I (Dy \ \ \ \ y \ / ' L1 E 8'-0" 5'-6" 8'-3" 8" 8 1/2" 10 1 \ \ \ \ F 8'-Cr 8 -3" 101-11 1/2" 8" 8 1/2" 10 1 w W� E 0 \ \ O 0 / G 4'-6" 14'-5" 16'-0" 8" 6 1/2" 5 1 oo�� 33 I E �\ `\ `\ \\ , o H 8'-0" 16'-0" 18'-9 1/2~ 8" 8 1/2" 12 1 X I o NE W _ \ \ \ P e��='�� I I I I `` I 8'-0" 18'-9 1 r 21'-6 1 r 8" 8 1 / / r 14 1 Svr � � / `tI 8 I � DF !,S \ \ w J 6 -0" 25 -7 11,47 10" N/A 13 1 K 2'-8" 15'-0" 8" 12" 4 1 I SE. 33 I 0 OR6D I G \ ,� "' 0 L 6'-O" 15'-0" 8" 5 1/r 7 1 K SVPP w OEOK P R�(E Wes' I \ M 8'-0" 15'-0" 8" 8 1/2" 10 1 04 GONERS I o L2 wn N 6'- " 15'- 0" 8" 5 1/2" 7 1 x 0 3'-6" 27'-r 8" 8 1/r 10 1 E \ ( NOTE: ONLY ONE ROW OF STIRRUPS REQ'D Z 5 NL 3s I O ON PLANKS 5' WIDE AND UNDER, LOCATED AT CENTERUNE. a P 5'-0" 19'-O" 8~ 6 1/2" 9 1 0� ` PLAN Q 6'-0" 19'-0" 8" 1 1" 11 8 / 5�P +0`� R 8'--0" 19'-0" 8" 8 1/r 14 18 OxN� Of / 1 r #4 STIRRUPS, 1 ROW ON PLANKS 5' WIDE a STIRRUP SPACING (TYP) 3„ S 4'-0" 19'-0" 8" 8 1 OR LESS, 2 ROWS ON PLANKS OVER 5' WIDE /2" 7 2 *T 2'-0" TO 5'-6" 8'-0" 8" 6 1/2" #5012" 1 \ ` C==mm U 3'-3" 14'-9" 8" / \ \ \ O V 3'-3" 19'-1 1" 8" N/A 6 1 2 1/4" (EXCEPT PLANKS W 5'-O" 25'-11" 27'-7" 10 6 3/4' 13 1 \ \ ~W- & "X» - 2 1/2-) i \ b = OF 1/2-0 PRESTRESSED STRANDS 4" 12' X 5'-0" 24'-3" 25'-1 1" 1 On 6 3/4" 13 1 / \ CROSS SECTION MAX. LONGITUDINAL SECTION Y 5'-0" 18'-3" 19'-11" 8" 6 1/2" 9 1 z 5'-0" 1s'-11~ 6 1/2" 9 1 PLAN rA PRECAST, PRESTRESSED CONCRETE DECK PLANK DETAIL • PLANK NON-PRESTRESSED REINFORCEMENT SCALE: 1"=10'-0" 30 30 SCALE: 3/8"=1'-0" a NOTE: GROUT PLACED BETWEEN DECK PLANKS PRESTRESSED CONCRETE 1.) LOAD REQUIREMENTS ALONG ENTIRE LENGTH DECK PLANKS (TYP) PRESTRESS POSITION PLANKS SO AS NOT p LIVESNO LOAD =100p fsf 3/8"=1' DECK PLANK (TYP) DECK PLANK TO BEAR ON BERTHING CAP DECK PLANK TYP p 2' 1' 0 2' 4' s' SEE CONNECTION DETAIL (TYP) 2.) PLANKS J, U. do V SHALL HAVE EXPOSED STRAN ENDS BURNED BACK AND GROUTED. SCALE IN FEET rB STYROFOAM FORM PLUG 1/4" THICK X 9" WIDE ALONG LENGTH OF BERTHING CAP ? NEOPRENE BEARING PAD ` 30 30 9 , 3.) FIELD VARIFY ALL PLANK DIMENSIONS. 4 =1 -Cr n 9 ENTIRE LENGTH OF PILE CAP 3/ » ° i' 8" 0 1' 2' 3' 1 SQ." X 9" LONG NEOPRENE 9" SCALE IN FEET PLUGS PLACED BETWEEN ELASTIC SEALANT ADHESNE ,.DECK PLANKS OVER / 1/,"THICK x9"WIDE NEOPRENE BEARING (TYP) PILE CAP BERTHING CAP PILE CAPS PLACED BETWEEN DECK BEAMS � - • ENTIRE LENGTH PAD, FULL LENGTH OF PILE CAP ° (TYP) (TYP) • i' �' sr r o s' 1' PILE CAP SCALE IN FEET 1"=10' rB� 10, 5' 0 10, 20' DECK PLANK JOINT DETAIL C DECK PLANK/PILE CAP DETAIL D DECK PLANK/BERTHING CAP DETAIL 30 30 SCALE: 1 1/2" -1'-0- SCALE IN FEET 30 30 SCALE: 3/4"=1'-0" 3030 SCALE: 3/4"=1'-0" - TOWN OF BARNSTABLE • FERRY TERMINAL RECONSTRUCTION EXISTING FACE OF STEEL >c SHEET PILE BULKHEAD ` .;sy DN' NO. STATE FED. ND PROJ. NO. � SHEET SHEETS MASS. F8D-005(003) 1995 31 46 CONCRETE PIER— DECK DRAINAGE I II o FINISH ELEVATION PLAN SpAls P 1K I I PGCES�PaL `L II II 1 \ II P \ C ► I 3 3 � g1 \ \ ��•0� \ 3 5.80 I I 3 \ 92 \ \\ I , � 13g \ 139g \ \ t4 � \\ \ 13•g2 - UNIFORM SLOPE ( I 13 99 \ g° \ \ �3 9 \\ \ r \ \ \ 13 I I \ �3 9° �3 9° \\ gg 13. \\ \\ \ \ 13•gg .I \ \\ � \\ \ 13 9� k/ ,3 g0 ,Ar- 6.50 \ \ \ 411 \ \ \ 3 9° i \ \ 1 \ \ 'A DOUBLE Bf1T BOLLARD (TYP) SEE DETAIL 4 Y2 \\ \ \ \\ \ \13 92 g° �3 9° SCUPPER (TYP) rK 2 SEE DETAIL 3 5 sl P SEE. � 35 I I , � • '' \ \ \\ \ �3 94 G�Re �FA � i 00 P" 3 ► I 9 42 I \ \\ \\ \ \ \\ �3 gg ER L0p Zk2 II 1 PASSENGER BRIDGE 6.50 I I `c�\► \ \ \ \\ �3 g�' 8 II51 pl. F EUNE, i I i sEE 32 \ \\ gk \ Ay go SAP 5o LEGEND \ \ \ \ go 13.90 SPOT FINISH ELEVATION \ \ \ ,-5 (FEET ABOVE NGVD 0.0) SINGLE BITT BOLLARD DIRECTION OF SLOPE SEE DETAIL NOTE: . is I I I I \ \ TYPICAL DRAINAGE SLOPE 1/Er PER FOOT. 9 I 3 \ wR � \ SEE-D� 32 I I I SEE. 32 `\ SO�L -5 1 1 10� 0 I I Il n � i LIMIT OF CONCRETE SURFACE AND I 4° \ I CURBING FOR THIS 6.50 I i I 6• 1 CONTRACT { � PLAN II I I I SCALE: 10-10'-0` II ° 0 N CONCRETE OVERLAY CURB FOR REINFORCEMENT \ I I SEE DETAIL D 3132 CONCRETE DECK PLANK \� \ EL +13.89' ' _ fr , I II � I I BERTHING CAP CONCRETE CAP II a II • G G 16*0 PIPE PILES • EL +3.0' r 11'-0" 3/er=1'-0` CONCRETE OVERLAY 4' 2' 0 2' 4' SEE DETAI D � 12` CURB SEE DETAIL SCALE IN FEET 31 35 rG W Ld F \��J35) 1/4"=l'-T PRESTRESSED PLANK (TYP) SEE SHEET 13 SCALE IN FEET 1`=10' rA SECTION B SECTION — PASSENGER BRIDGE 10' 5' 0 10' 20' �31 SCALE: 1/4`=1'-(r 31 31 SCALE: 3/ir=1'-0" SCALE IN FEET TOWN OF BARNSTABLE t-v FERRY TERMINAL RECONSTRUCTION c j;,,C �TA',. PUB. RD STATE I FED. AID PROD. NO. FlSC"AL SHEET TOTAL y uts+ DN. NO. YEAR NO. SHEETS c MASS. FBD-005(003) 1995 32 46 G , CONCRETE PIER STAIR DETAILS 234" JOINT CONTROL JOINT (TYP) CONSTRUCTION/CRACK CONSTRUCTION/CRACK SEALER STAIRS TYPICAL STEP CONTROL JOINTS CONTROL JOINTS SEE DETAIL SEE SHEET 32 SEE SHEET 32 PILE CAP rD CONCRETE OVERLAY EXPANSION JOINT EXPANSION HEET 32 SHEET PILE BENT #1 3�32 SEE SHEET 32CAPDECK PLANK DECK PLANK '� DECK PLANK 1" �--. ` EL +14.20' EL +14.20' d 4 TYPICAL STEP a TYPICAL STEP a SEE DETAIL SEE DETAIL rD rD 32 3 32 3 DECK PLANK/STAIR CONSTRUCTION/CRACK 1/4" THICK NEOPRENE CONSTRUCTION/CRACK 1/4" THICK NEOPRENE CONNECTION SEE DETAIL CONTROL JOINTS BEARING PAD, CONTROL JOINTS BEARING PAD, d v c E SEE SHEET 32 ENTIRE LENGTH AND WIDTH SEE SHEET 32 a ENTIRE LENGTH AND WIDTH v � a d. d 32 29 a d a d d e a q a Q q Q SUPPORT CAP . a e d Q c a a a CAP 13 e PILE CAP BULKHEAD CAP ASPHALT EXPANSION JOINT FILLER DECK PLANK DECK PLANK ALONG LENGTH OF CAP #1 BY 20" WIDE 1/4" THICK NEOPRENE BEARING PAD, 1/4" THICK NEOPRENE BEARING PAD, ATTACHED TO BULKHEAD CAP ENTIRE LENGTH AND WIDTH SUPPORT CAP ENTIRE LENGTH AND WIDTH SECTION CAP #2 A STAIR #1 & #2 DETAIL B STAIR #3 DETAIL rc� STAIR #4 DETAIL 31 32 SCALE: 1/ra1'-0" 31 32 SCALE: 1/2"=V—Cr 3�32 SCALE: 1/r=1'-T GRIT STRIP 1a � 1r .� • VARIES WITH •� 1/8" SLOPE DECK ELEVATIONS O 1g 3 ANCHOR STIRRUPS #4 BARS (TYP)O.C. MAX. STARTING • 7'-4" W/r COVER to 4" FROM EACH SIDE 4 TREADS O 16" 1 r 1 r M to #4 REINFORCEMENT I bo EXTRUDED NOSING INSTALLED 2` COVER (TYP) j 1/S- SLOPE PER MANUFACTORS RECOMMENDATIONS I � �— � 3" COVER (TYP)1/� SLOPE VARIES WITH #4 O 9" DECK ELEVATIONS 6 7/6"' rn #4 O 7" O.C. 3 ,C 3" COVER (TYP>N— 1" CHAMFER 5" ,2„ #4 O 1 r BOTH WAYS (TYP) D TYPICAL STEP DETAIL E STAIR #1 & #2 REINFORCING F STAIR #3 & #4 REINFORCING 32 32 SCALE: 3"=1'-0" 32�32 SCALE: 1/27=1'—Cr ��3 SCALE: 1/r=1'-O" 1/2"=1 ' 2' 1' 0 2' 4' SCALE IN FEET 3"=1' 6" 3" 0 SCALE IN FEET TOWN OF BARNSTABLE FERRY TERMINAL RECONSTRUCTION ARC PUB. RD. FWX I SHEET TOTAL In xw - DN. NO. STATE FED. AID PROD. NO. YEAR N0. SHEETS i s T tPt'�� MASS. F13D-005(003) 1995 33 46 ��- WALL/STAIRS D ETAI L (2-2 12" THICK REINFORCED CONCRETE WALL TOP OF WALL EL +15.0' PASSENGER BRIDGE CONCRETE OVERLAY CAST ON CAPS & DECK PLANKS DECK & STAIRS BEYOND 12" --_____________ . -••�--- TOP OF WALL EL +10.5' 1'-0" CONCRETE WALL EL. +10.5' WALL No. 3 BEYOND -- �_ SEE DETAIL I CONCRETE OVERLAY I I PRESTRESSED PLANK ,. -- �� CAp3 rF 6" THICK REINFORCED CONCRETE WALL I I • l T r TO ENCLOSE GAP BETWEEN BRIDGE & STAIR • 33 FINISH GRADE EL +6.5' S LT-----------rL 1� .. - .• . . 33 •, ` I I : ' : ` CAP #3 ' CONCRETE OVERLAY :• FINISH GRADE EL +6.5' I • .• ,, '. CONCRETE OVERLAY 6" CONCRETE WALL i •:' , •Ttirg EL. +6.5 •. SEE DETAIL rF NEW SHEET PILE CAP ' PRESTRESSED 33 33 ~' :j NEW SHEET PILE CAP CAP �1 WEST BRIDGE CAP .' ., . «. �. � • PLANK CAP #2 �. EXISTING SHEET CAP #2 BEYOND : : :• • . ,. CAP �1 • .�. PILE BULKHEAD HEAD BERTHING DOLPHIN PRESTRESSED PLANK EXISTING SHEET PILE BULKHEAD PRESTRESSED D PLANK—/ ELEVATION SECTION ELEVA nON - WALL #2 NOTE: SECTION SCALE: 3/16"=1'-0" SCALE: 3/1 Ir=1'-0" WALL 2 SHOWN SCALE: 3/8"=1'-0" WALL 4 SIMILAR SCALE: 3/8"=1'-0" A WALL #1 DETAIL B WALLS #2 & #4 DETAIL 30 �33 SCALE AS SHOWN CRACK CONTROL JOINT (TYP) ELEV. +14.41'f 30 33 SCALE AS SHOWN CONCRETE OVERLAY (4" MIN. THICKNESS) TOP OF WALL •.. , .. , EL +14.2' �. 10" PRESTRESSED PLANK ' .' ' •� g' PRESTRESSED PLANK 73 DECK & STAIRS BEYOND EL. +14.2' �s 2' WIDE CURB 1'-0" CONCRETE WALL CONCRETE OVERLAY SEE DETAIL STAIRS EL. +14.1't S F 2'-6" CONCRETE WALL SEE DETAIL -� ls30 33 F. CONCRETE OVERLAY 33 33 CAP #3 UPPER EL. +9.5' PRESTRESSED PLANK NEOPRENE BEARING PAD (TYP) CONCRETE OVERLAY +9.4't 1'-9" CONCRETE WALL CAP #3 LOWER PRESTRESSED PLANK r� SEE DETAIL F • tr , �33 STEEL SHEET PILE CAP #1 BULKHEAD4 PRESTRESSED ELEVATION SECTION PLANK -_ •. PILE CAP 4 SCALE: 3/16"=1'-O" SCALE: 3 8"=1'-0" 16"' STEEL NOTE: / PIPE PILE WALL f6 SHOWN PIPE PILE WALLS #8 & #9 SIMILAR NOTE: WALL 17 SHOWN WALL 5 SIMILAR C WALL #6, 8 & 9 DETAIL D SECTION AT WALL #3 E SECTION AT WALLS #5 & #7 �33 SCALE AS SHOWN 30 33 SCALE: 3/8"a1'-0' 30 33 SCALE: 3/8"=i'-O'' 1'-90' #3 STIRRUP AT 1$" 9 1/r _ 9 1/2" 5 AT 12" MAX. EACH WAY #3 STIRRUP AT 18" n #TT RL A5 AT 18" MAX. EACH WAY #5 AT 18" MAX. EACH WAY FRONT & BACK FRONT & BACK POSITIONED TO NOT FRONT & BACK V b INTERFERE W/ DECK PLANK N b N bVA. cn b oo #5 AT 1 f MAX. EACH WAY 3• COVER MIN. (TYP) io 3" TO REINFORCIN oa 3" COVER MIN. (TYP) 0 FRONT & BACK 0 71 0 o 3" COVER MIN. (TYP) b b b b b b I liJ I I tat I I lit 1 I W I N '� N ♦ N 4' 2' 0 4' 8' 12' #5 ANCHOR AT 12" M #5 ANCHOR AT 12" 'M #5 ANCHOR AT 18" 'M #5 ANCHOR AT 1 fr h EACH FACE EACH FACE O.C. (MAX.) O.C. (MAX.) SCALE IN FEET STANDARD 90' HOOK STANDARD 90' HOOK STANDARD 90' HOOK STANDARD 90' HOOK CAST INTEGRAL WITH CAST INTEGRAL WITH 3/8"-1' CAST INTEGRAL WITH CAST INTEGRAL WITH SUPPORTING SLABS, CAPS SUPPORTING SLABS, CAPS 2' 1• 0 2' 4' g' SUPPORTING CAP SUPPORTING CAP OR STAIRS OR STAIRS 11 2'-6" WIDE WALL 1 '-9" WIDE WALL 1 '-0" WIDE WALL 6" WIDE WALL SCALE IN FEET WALL #3 WALL 15 WALL III 1 WALL 12 1/2"=1' WALL #7 WALL #6 WALL #4 2' 1' 0 2' 4' WALL #8 WALL 19 SCALE IN FEET I F SUPPORT WALL DETAILS 1 �33 SCALE: 1/2"=1'-0" I I TOWN . OF BARNSTABLE FERRY TERMINAL RECONSTRUCTION SC&M M0.36167 ;H, DN. N0 TOTAL STATE FED. AID PROJ. NO. FlYE/m S� SHEETS s tP� MASS. FBD-005(003) 1995 34 46 KE ��-'•y FINISHED DECK/FENDER LOCATION PLAN II EXISTING FACE OF STEEL SHEET PILE BULKHEAD II II II II II II II II � ► I \ \ PAVILION BASE PLATE CONNECTION SEE DETAIL CONSTRUCTION/CRACK 1 1 CONTROL JOINT (TYP) —\ I ( 34 35 SEE DETAILK \ \ \ \ SCORE JOINT (TYP) — �34 SEE DETAIL I I 34 34 CENTER FENDER UNIT ON DOLPHIN (TYP) JOINT SEALANT 1/4" WIDE EXPANSION JOINT FILLER \ \ •,d RECESSED 1 4" BELOW SURFACE CONCRETE STAIR OR / I \ \ \ OVERLAYED DECK PLANK CONCRETE OVERLAY —cd 1 \ II \ \ - - - - - - - PASSENGER BRIDGE I I I \\ \ \ \ ` 0 I I \ \ \ \ \ AllEU DECK PLANK \ \ \ FER PAVILION BASE PLATE PAD A EXPANSION JOINT DETAIL I \ \ \ \ SEE DETAIL �34 34 SCALE: 1 1/2"=1'-0" J3�5 FILL W/ JOINT SEALANT �� II FINISHED CONCRETE DECK _ II \ \ HEAD DOLPHIN FENDER UNIT \ SEE DETAIL f EXPANSION JOINT I `\ G 50 SEE DETAIL I I I 3436 SIP A If NOTE: 1.) FOR FENDER FABRICATION DETAILS, SEE SHEET 36 OF 46. NOTE: LINT OF CONCRETE I I , FOR FENDER ASSEMBLY DETAILS, SEE SHEET 37 OF 36. �WORK ON THIS I I 2.) CONSTRUCTION/CRACK CONTROL JOINTS TO BE AT INSIDE EDGE OF LOCATE OVER ALL PRESTRESSED CONTRACT I I CURBS do WALLS, EDGES OF PLANKS, AND BOTTOM OF STAIRS (AS SHOWN). PLANK ENDS AND CONSTRUCTION JOINTS fir of —� B CONSTRUCTION/CRACK CONTROL JOINT DETAIL o�"E 34 J34 SCALE: e \ / CENTER FENDER UNIT ON DOLPHIN (TYP) FINISHED CONCRETE DECK ' II \ ti i tl I I / 1 —3 IIi II / ll II C SCORE JOINT DETAIL II I I 34 34 SCALE: 1"=0'-1" it PLAN SCALE: 1"=10'-0" 1"=0'-1" 1 1/2"=1 '—O" 1"=10' i" 0 1" 2" 1' 9" 6• 3" 0 6" 1 10, 5' 0 10, 20' SCALE IN FEET SCALE IN FEET SCALE IN FEET TOWN OF BARN STABLE r� FERRY TERMINAL RECONSTRUCTION PUB. RD. I FISCAL SHEET TOTAL ~ DIV. NO. STATE FED. ND PROJ. NO. YEAR NO. SHEETS T t MASS. FBD-005(003) 11994 35 46 CONCRETE PIER - DECK/CURB DETAILS #3 STIRRUP 2'-0" 018" O.C. 2'—p" 2'-0" #3 STIRRUP 018" O.C. --� 3—#5 3" COVER 1" CHAMFER (TYP) 3—#5 #3 STIRRUP O CUP 3—#5 w CAST IN PLACE " CONTINUOUS -�--"I �-- 3'� COVER --� 3 COVER �5 O 7"O.C. DECK 1" CHAMFER (TYP) (TYP) #5 MAIN REINFORCING \r CONTINUOUS I (TYP) 1" CHAMFER (TYP) (TYP) #3 O 10"O.C. 12 CONTINUOUS CONTINUOUS MAIN TEMP. REINFORCING CAST—IN—PLACE DECK _ CAST—IN—PLACE DECK REINFORCING (TYP) (TYP) 3" COVER (TYP) — #3 TEMP. REINFORCING I CAST—IN—PLACE DECK 2" COVER MIN. #5 MAIN REINFORCING 8" V) CAST—IN—PLACE DECK cn Ln 3" COVER MAX.)#5 MAIN REINFORCING 8" � ( ° z F •, ° • O" z • ° ° �w z °° • ° O" � O t• • ° w c� U � 8 c' #5 O 7" a � t PRESTRESS a PRESTRESS PILE CAP PRESTRESSED ° ° t #3 TEMP. REINFORCING::/ \—#5 0 8" O.C. MAX. DECK PLANK (TYP) BERTHING CAP — DECK PLANK DECK PLANK °° 6w CONTINUOUS (PILE CICAL APS 4� 6DU8 do 10 ONLY) PRESTRESS PILE CAP #5 O 18" O.C. ° ACCESS PLANK Q• d a ° • A PILE CAP DECK PLANK ° a PILE CAP a (TYP) A SECTION B SECTION C SECTION D SECTION E ACCESS PLANK STAIR DETAIL 31 35 SCALE: 3/4"=1'-0" �31 35 SCALE: 3/4"=1'-0" 31 35 SCALE: 3/4"=1'-0" �35 SCALE: 3/4"=1'-0" 31 35 SCALE: 3/4"=1'-0" 3/4"O BOLT 12" W/ WASHER (TYP) 4 1 2" 2-1/2" OR AS REQUIRED CURB FOR GROUT BED, BASE 4 1 r PLATE, NUT PLUS 1/4" 12" CONCRETE CURB 3, SEE DETAIL H 3' COVER (TYP) 1" CHAMFER (TYP) 12" #3 0 10" O.C. � 35 35 #3 STIRRUPS • 18" o.c. CAST IN PLACE PULL BOXES O 5 O 7 O.C. #3 0 IT O.C. a CONCRETE # 2" COVER MIN. " �� TMP OVER /5 • r O.C. 1 CAP LOCATIONS 1 CHAMFER (TYP) (TYP) T ( d (3-COVER MAX.) EL. +13.9 CAST—IN—PLACE DECK -I— F. 411 I 1 _ a #5 MAIN REINFORCING g. _ �T DECK PLANK f° 3" COVER PRESTRESSED o 2—#5 CONTINUOUS PRESTRESSED PILE CAP DECK PLANK DECK PLANK#3 O 10" O.C. STD. 90' HOOK ELECTRICAL CONDUIT I BERTHING CAP PRESTRESS BERTHING CAP DECK PLANK NOTES: PILE CAP 1. REINFORCEMENT NOT SHOWN FOR CLARITY. F DECK DETAIL ® BERTHING CAP rG SECTION rH-""N CURB DETAIL 0 BERTHING CAP PLAN SECTION �31 J35 SCALE: 1/2"=1'—Cr 31 35 SCALE: 3/4"=1'—Cr 35 35 SCALE: I PAVILION BASE PLATE CONNECTION DETAIL #5 REINFORCEMENT 3435 SCALE: 3/4"=V-0" 3'-0" LONG (TYP.) #5 REINFORCEMENT #5 REINFORCEMENT 35 — — — — — — — 6'-0" LONG (TYP.) 3'-0" LONG (TYP.) #5 REINFORCEMENT - - - - - - - - - - - - - - - - - - - - - - 3'-0" LONG (TYP.) - - - - - : — - - - - - - - - - - - - - - �� 3/4"0 BOLT 2-1/2" OR AS REQUIRED SLOPE 1/4" PER FOOT SLOPE 1/4" PER F00T CRACK CONTROL SEE DETAIL FOR GROUT BED, BASE N (T(P) I t 1 t = = t wi_ JOINT (TYP) PLATE, NUT PLUS 1/4 60' �� Ial cv (TYP) 9" — -  �— #5 O 6" 3534 CHAMFER ALL EDGES 1" (TYP) L 6" MIN. BOTH WAYS ° a a 2 ° 2" to BERTHING • 12"0 DOUBLE BITT BOLLARD a �4 CAP SINGLE BITT BOLLARD . • d PLAN BERTHING o 46 NOTE: CAP I CURB REINFORCING NOT PLAN NOTE: N • • SECTION 0 1:r WIDE CURB SECTION 0 ZC WIDE CURB SHOWN FOR CLARITY CURB REINFORCING NOT 3" COVER SHOWN FOR CLARITY (TYP) 4 ADDITIONAL #5 4 ADDITIONAL S BARS SPACED EVENLY MAIN CURB REINFORCING BARS SPACED EVENLY MAIN CURB REINFORCING PILE CAP #3 STIRRUPS 0 9" O.C. 3" COVER (TYP) DECK PLANK 1 1 #3 STIRRUPS 0 9" O.C.2" �4�L-r_-3- COVER (TYP) L . ..........-4� 3/8 =1 '-0 2'-0" 4' 2' 1' 0 2' 4' 9" 9" CHAMFER EDGE ON FRONT SCALE IN FEET SIDE OF SCUPPER — 1" (TYP) BERTHING CAP ANCHOR BOLTS WITH 6"SQ. X 1/2"=1 '-0" TYPICAL ELEVATION SECTION 1/2" WASHER PLATES AS BERTHING CAP ANCHOR BOLTS WITH 6"SQ. X PLAN SECTION 2• 1' 0 2' 4' SPECIFIED BY MANUFACTURER SECTION 1/2" WASHER PLATES AS SPECIFIED BY MANUFACTURER SCALE IN FEET J SCUPPER DETAIL K DOUBLE BITT BOLLARD L SINGLE BITT BOLLARD M PAVILION BASE PLATE PAD DETAIL 3/4"=1 '-0" 2' 1' 0 1' 2' �35 SCALE: 1"=1'—O" 31 35 SCALE: 3/8'=V-0" NOTES: 3�35 SCALE: 3/8"=l'—Cr 34 35 SCALE: 3/4"=1'-0" 1) CURB REINFORCING NOT SCALE IN FEET SHOWN FOR CLARITY. 2) RECESS CONCRETE CURB AS 1' 6" 0 11 2' REQUIRED BY BOLLARD MANUFACTURER. 3) BOLLARD TO BE SET IN 3/4" SCALE IN FEET GROUT BED. t i • '`"°` "'��9_ TOWN OF BARNSTABLE 3 _� smxnkm ..' FERRY TERMINAL RECONSTRUCTION �R 3 MC x,s7 HP 12x63 JO � P �� PUB. RD. STATE �D AID PROD. N0. FISCAL SHEET TOTAL �• �• YEAR N0. SHEETS 6' FRAME 1 2" STIFFENER PL f MASS. FBD-005(003) 1995 36 46 - HP 12x63 015"O.C. BETWEEN FENDER FRAME FABRICATION DETAILS TOP FOR BERTHINl. CAF ELEVATION +2.0' TO +17.0' (TYP) i i i i i /—HP 12x63 1/4 ' �-- TOP OF FENDER FRAME TYP TYP —, FOP APPROACH AND BIER �OLF'HINS " — EL +17' , 4"O HOLE IN WALES ' 2" THICK UHMW AT ELEV. +7', +12' AND +17 Z" THk ' HP 12x63 FENDER FRAME - - I ,WEARING PAID NO HOLE IN WALE OELEV +2' I j /, UHMW WEARING PAD (TYP) ZI I � �� 3/8" PLATE (FRONT do BACK) — EL +,2' — C FENDER FRAME—PLAN TYP WITH BE 36 36 SCALE: 1/r=1'—o" TYP C I J FILLED WITH CONCRETE 3 7 3 6 I 3/8" PLATE (TYP) FRONT do BACK PLAN — EL +7' I TYP I I 1/2" (TYP) . E . I HP 12x63 FRAME HP 12X63 HP 12X63 36 36 i EL +2' EL +2' I I I 5/16 HP 12x63 / I \ TMP PLATESTI(TMP)ER BATTER PILE I 1/4 \ — I 5 5 MLW EL —1.6' TYP HP 12 BATTER PILE / / 12 I I I \ 12 NOTE: FENDER FRAME FOR B -� 2* THICK UHMW BERTHING CAP SAME \ AS APPROACH do PIER .3 6 WEARING PAD / DOLPHINS, EXCEPT TOP OF FENDER. EL.+17.5' r-- FOR APPROACH AND r THICK UHMW PIER DOLPHINS WEARING PAD ELEVATION FENDER FRAME FENDER FACING rB**N FENDER SECTION D FENDER FRAME - PARTIAL PLAN E FENDER FRAME-BATTER PILE CONN. 36 36 SCALE: 1/4"=1'-0" 36 36 SCALE: 1"=1'-0" 36 36 SCALE: 1/2"=1'—o" rW FENDER -- BERTHING CAP,APPROACH AND PIER DOLPHIN 36 36 SCALE: 1/4"=1'-0" O HP 12 PILE HP 12 PILE HP 12 HP 12x63 18" MAX STAGGERED 15' (TYP) 3/470 STUD COUNTERSINK HP 12x63 FENDER FRAME O O O O 3/4"o BOLT WHERE BACKSIDE 1/2" STIFFENER PLATE (TYP) COUNTERSINK HEAD AND — — — — EL +17' 2 1/2" (TYP) OF FLANGE IS EXPOSED � WASHER 1" DEEP 2" THK 2 1/r (TYP) D t UHMW WEARING PAD (TYP) 1 g' MAX 3 G I I I SEE F 1/2" (TYP) (TYP) CHAMFER UHMW TYP — — — EL +12' 36L36) FACING 1" ALL EDGES O O 3 4"0 STUD WHERE BACKSIDE OF FLANGE IS NOT EXPOSED H COUNTERSINK NUT AND WASHER 1 DEEP 3 s I I I 3/8" PLATE (TYP) 18" MAX FRONT do BACK (TYP) 3/4"� BOLTS rF FACING CONNECTION DETAILS COUNTERSINK EL +7' 36 36 SCALE: 1"=1'-0" D I I TYP 1/2" (TYP) 36 36 I I I I 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 4"0 HOLE IN WALES HP 12x63 — — — EL +2' NO HOE N AT ELEV. 'WALE 20ELEV +12', FRAMEA 1/2- STIFFENER 5/16 -� 015"0 C. BETWEEN L TYP HP 12x6E I I I ( I \ - 1 ELEVATION CHAMFER ATOCORNERI( 0'PjTYP) BATTER PILE MLW EL 1.6' TYP 1/4 0 0 0 0 ___---- 12 12 - "� 1/4 TYP 3 6 - TYP TYP 1/2" STIFFNER PLATE (TYP) 2" THICK UHMW WEARING PAD 1/4"=1' 1/2" PLATE CURVED WITH 3/8" PLATE. 4' 2' 1' 0 4' 8' TO FIT RADIUS (TYP) FENDER FRAME FENDER FACING SCALE IN FEET f-16' RADIUS 2' 1' 0 2' 4' FERRY SLIP BASELINE G FENDER — HEAD DOLPHINS sTA 1+1s H FENDER FRAME—PLAN SCALE IN FEET �36 SCALE: 1/4"=1'-0" 3�36 SCALE: 1/r=1'—o" 1"=1' 37 1' s" 0 1' r SCALE IN FEET TOWN OF BARNSTABLE .� FERRY TERMINAL RECONSTRUCTION q r PUB. RD. . STATE FED. AID PROJ. NO. FISCAL SHEET TOTAL ;L DN. N0 YEAR NO. SHEETS MASS. F13D-005(003) 1995 37 46 FENDER FRAME ASSEMBLY DETAILS r n EL +21.0' - II FENDER EXTENDS UP AT I II I I I BERTHING CAP LOCATIONS I II I I I II SHEAR CHAIN -- EL +17.0' ARCHED RUBBER FENDER UNIT ,,--- 2" THICK UHMW WEARING PAD SHEAR CHAIN 2" THICK UHMW WEARING SURFACE ANCHOR BOLTS AS REQUIRED ARCHED RUBBER FENDER UNIT BY FENDER MANUFACTURER I ANCHOR BOLTS AS REQUIRED 12" MIN. EMBEDMENT (TYP)— \ BY FENDER MANUFACTURER DOLPHIN _ \ ± — 3/8" PLATE (FRONT do BACK) 127 MIN. EMBEDMENT (TYP) 3/8" PLATE (FRONT do BACK) _A/ ,4 SPACE TO BE SPA CE CE TO BE I I I I I FILLED WITH CONCRETE DOLPHIN FILLED WITH CONCRETE I I I i I I I I I I EL +7.0' EL +7.0' RUBBER RUBBER I I J I / 32 1/2" 42 1/2" \ \ r� 1y � r = � F _ , r _ — EL +2.0' _ -� F _ _ , I t EL +2.0' : . : . till GALVANIZED CAST—IN—PLACE — — — I GALVANIZED CAST—IN—PLACE . , . . . ANCHOR AS REQUIRED r 7 r —1 FACE OF PIER DOLPHIN FOR 3/4 "0 SHACKLE I I �. ANCHOR AS REQUIRED I FACE OF HEAD DOLPHIN -- �— HP 12x63 5/8"O GALVANIZED FENDER FOR 3/4"4 SHACKLE HP 12x63 " CHAIN W/35,000 Ibs PROOF " a O O O O 3/4 0 GALVINIZED BOLT TEST (TYP) O Np 3/4 GALVINIZED BOLT O ANCHOR SHACKLE W/ ANCHOR SHACKLE W/ 14,000 ibs. WORKING LOAD SHEAR CHAIN CONNECTION 14,000 Ibs. WORKING LOAD PLATE TO BE LOCATED AT FENDER FRAME RUBBER FENDER UNIT FRAME STIFFENER PLATE (600mm HIGH A TYP SEE DETAIL p SEE DETAIL FENDER UNIT SHOWN) FENDER FRAME 3 7 SHEAR CHAIN CONNECTION C B rA SEE DETAIL PLATE TO BE LOCATED AT 37 37 3 7 37 36 rH FRAME STIFFENER PLATE 5/8"0 GALVANIZED FENDER SEE DETAIL CHAIN W/35,000 Ibs PROOF C RUBBER FENDER UNIT 37�36 TEST (TYP) CENTERED ON DOLPHIN NOTE: �31 (500mm HIGH FENDER UNIT SHOWN) ASSEMBLY W/PIER DOLPHIN SHOWN, BERTHING CAP AND APPROACH PLAN—HEAD DOLPHIN FENDER ASSEMBLY A SECTION PLAN—PIER DOLPHIN FENDER ASSEMBLY B SECTION DOLPHINS ASSEMBLY SIMILAR. SCALE: 3/8"=1'-0" 37 37 SCALE: 3/8"=1 '—O" (APPROACH DOLPHIN SIMILAR) 37 37 SCALE: 3/8"=1'-0" SCALE: 3/8"=1'—0" NOTE: 1.) RUBBER FENDER UNITS SHOWN ARE: HEAD DOLPHIN 2 ARCHED UNITS W/600 MM HEIGHT AND 1 .5 METER AND I 2.0 METER LENGTH. I I 1 I I I BERTHING CAP, PIER AND APPROACH DOLPHINS: 1 ARCHED UNIT W/500 MM HEIGHT AND 1 .5 METER LENGTH I — I — 2.) IF DIFFERENT SIZE RUBBER FENDER UNITS I 1 ARE USED, PIER LAYOUT DIMENSION WILL NEED TO BE ADJUSTED. 3'-6" 3'-6" / till till 5/8"0 GALVANIZED FENDER GALVANIZED CAST—IN—PLACE CHAIN W/35,000 Ibs PROOF ANCHOR AS REQUIRED TEST (TYP) FOR 3/4"0 SHACKLE 2 1/2" RADIUS 1 1/2"0 HOLE HEAR CHAIN CONNECTION O O Np 3/4"0 GALVINIZED BOLT 7/8" PLATE FACE OF BERTHING CAP — PLATE TO BE LOCATED AT ANCHOR SHACKLE W/ SEE DETAIL STIFFENER PLATE 14,000 lbs. WORKINGG LOAD + C I FENDER FRAME c� 37 37 B SEE DETAIL A RUBBER FENDER UNIT 7 �36 "1/ 8" 3/8"=1'-0" 2' 1 0 2' 4' PLAN—BERTHING CAP FENDER ASSEMBLY rF SHEAR CHAIN CONNECTION PLATE SCALE IN FEET SCALE: 3/8"=1 '—Cr �37 SCALE: 3"=1'-0" TOWN OF BARNSTABLE FERRY TERMINAL RECONSTRUCTION a PACKW G. FffZGER"'D PUB. RD. FISCAL SHEET TOTAL u N�yO� T�.35167 DIV. NO. STATE FED. AID PROD. NO. YEAR NO. SHEETS �Q�st• �E MASS. FBD-005(003) 1995 38 46 ER-PI PILE/PILE CAP PLAN ��----- FACE OF EXISTING STEEL SHEET PILE BULKHEAD r-- � tea'` TIMBER 11 u — PL n 1 2 3 4 5 6 7 C T u n 11 FENDER PILE 1 O'f O.C. (TYP) x 12" CAP (7-yP) )EE DETAI. u it 90' 38 38 u O I , u 2'-0" (TYP) n n _ 1 , n M n 13 n 2, 11 CONCRETE PIER J u 2 NOTES: 11 n 1 .) ALL BOLTS AND DRIFT PINS SHALL HAVE n III NEW CONCRETE BULKHEAD CAP PREDRILLED HOLES WITH THE SAME DIAMETER. n 2.) PILES SHALL BE SPACED EVENLY n O EACH BENT AS SHOWN MAINTAINING 11 A 2'-0" DISTANCE FROM EACH END M OF CAP TO PILE CENTER, AND A MAXIMUM n PILE/PILE CAP PLAN SPACING BETWEEN PILES OF 11 '-0". n 3.) ALL PILES SHALL HAVE AN SCALE: 1"=10' APPROVED PILE POINT. 4.) CONTRACTOR TO DETERMINE PILE CAP SPLICE LOCATIONS, SEE DETAIL rB 38�38 TRIM CORNERS OF PILE GALV. STEEL TIE DOWN STRAP (TYP) 12"x 12" TIMBER CAP CAP FOR TIGHT FIT SEE DETAIL C 6"x 12"x3' LG 3/8" THICK GALVANIZED 2 1 2" 38 38 NOTCH SPLICE BLOCKS EA HTIMBE SIDEUCE BLOCK 1 _� STEEL STRAP TO FIT TIE DOWN STRAPS 6„ 1 TRIM PILE TOP TO FIT (TYP) 13 16" 0 HOLE CENTERED STRAPS IF REQUIRED PILECAP 4" (n,P) ( ) ON STRAP (TYP) TIMBER PILE CAP 1"0 x 24" LONG — DRIFT PIN I I I ErZW � TIMBER PILE TIMBER PILE (TYP) — 5z " PA' NP) — "' 10 BOLTS ° 3/4"0 x6" LG LAG W/WASHERS (TYP) BOLT (TYP) �v PREDRILL PILE W/ — 13/32"0 HOLE NOTE: TIMBER PILE TYPICAL SECTION TYPICAL SECTION O END OF PILE CAP ELEVATION O END OF CAP I PILE CAP SPLICES MUST BE CENTERED OVER A PILE NOTE: TIE DOWN STRAPS TO BE PLACED WIDTH TO FIT AT ENDS AND SPLICES OF PILE CAPS PILE CAPS 2, 1. 0 2' a' PLAN ELEVATION SCALE IN FEET 3/4"=1 '—O" A PILE/PILE CAP TIE DOWN STRAP CONNECTION B PILE CAP SPLICE DETAIL C TIE DOWN STRAP DETAILS 1. 6* D 3' 38 38 SCALE: 1/2"=1'-0" 3�38 SCALE: 1/2"=10' 38 38 SCALE: 3/4"=1'-0" SCALE IN FEET 1"=10' 10, 5' 0 10, 20' SCALE IN FEET Of «., TOWN OF BARNSTABLE ROCA. FERRY TERMINAL RECONSTRUCTION NO.161V M PUB. RD. FISCAL SHEET TOTAL ay NO STATE FED. ND PROD. NO. y t10 SHEETS QIiTE /r� a♦ MASS. FBD-005(003) 1995 39 46 EDGE STRINGER SPLICE TIMBER PIER-STRINGER PLAN Iil SEE DETAIL lu D II!— FACE OF EXISTING SHEET PILE BULKHEAD 39 39 It ul �l 140' III PL u! 1 2 3 4 5 6 7 8 9 10 11 12 nl NI 12"x 12" EDGE STRINGER 6"X 12" STRINGERS 3'-6" O.C. MAX. (TYP) FOR STRINGER CONNECTION SEE DETAIL ui 90' rB !11 39 39 AN NE lu 6"X 12" EDGE 1/2" GAP BETWEEN STRINGER (TYP) TIMBER PIER AND II! SEE NOTE #1 CONCRETE CAP 1"OX20" LONG DRIFT PIN IN 2 PER NAILER REQUIRED NEW CONCRETE 6" FROM EACH END nl BULKHEAD CAP 3" TIMBER DECKING III � lu I� i 18" NI ( III a STRINGER SPLICE IN SEE DETAIL IN C I 6"x 12' TIMBER DECK NAILER \ 3�39 BETWEEN STRINGERS I M I EXISTING I STEEL SHEET PILE IM � CONCRETE PIER BULKHEAD lit It 6"X12" DECK NAILER NOTE: j In SEE CONNECTION DETAIL 6"X 12" STRINGER TO RUN ADJACENT z IN rA WITH EDGE OF CONCRETE PIER I I IS V 39 39 m III �u w nl TIMBER STRINGER PLAN 3 lu A 6"X 12" NAILER CONNECTION �- III NEW CONCRETE SCALE: 1"=10' V) I I SHEET PILE CAP �39 SCALE: 1/2"=1'-0" I � It �I w HI �I m 100 BOLT (TYP) 6" W/ WASHERS 6"x 12"x3' LONG SPLICE BLOCK 6"02" OR 12"x12" 1m BOLT W/" WASHER 4" STRINGER 1"OX 20" DRIFT PIN TIMBER PILE CAP DRIVEN AT 15' ANGLE 10O X20" LONG PILE CAP DRIFT PIN DRIVEN STRINGER 12"x 12" OR 6"X 12" ELEVATION AT OPPOSITE 15' EDGE STRINGER ANGLES TIMBER PILE CAP 1"0X20" LONG DRIFT PIN DRIVEN AT 15' ANGLE ELEVATION ELEVATION 1"Ox20"LG DRIFT PIN (TYP) I EDGE STRINGER SPLICE TO OCCUR OVER PILE TIMBER PILE CAP TIMBER PILE CAP CAP ONLY 12"x12" OR 6"X12" EDGE STRINGER � I TIMBER PILE CAP 6"x 12"x3' LONG SPLICE BLOCK 1"0x20"LG 1"Ox20"LG 6" MIN 1"� BOLT (TYP) DRIFT PIN (TYP) DRIFT PIN (TYP) PILE CAP W/ WASHERS 6"x 12" STRINGERS (TYP) I 12"x 12" EDGE STRINGERS (TYP) 6"x 12" STRINGERS (TYP) ' PLAN PLAN PLAN 1/2"=1 '-0" 2' 1' 0 2' 4' B STRINGER CONNECTION C STRINGER SPLICE DETAIL rY EGDE STRINGER SPLICE DETAIL 39 39 SCALE: 1/2"=1'—Cr �39 39 SCALE: 1/2"=1'—Cr 39 39 SCALE: 1 10/2"= '— " SCALE IN FEET 1"=10' 10' 5' 0 10' 20' SCALE IN FEET OF 'w") x TOWN OF BARNSTABLE m ��i _ FERRY TERMINAL RECONSTRUCTION nI 7 NO. III TIMBER CURB xE7 �'� RD. FlSCAL SHEET TOTAL 9� DN. N0. STATE FED. AID PROD. N0. YEAR NO. SHEETS _f__ SEE DETAIL A MASS. FBD-005(003) 1995 40 46 rF _ �� TIMBER PIER- DECK PLAN 40 40 O0 4010"X10" TIMBER CHOCK III la Ili ` FIRST TWO (2) DECK PLANKS TO \` Ill RUN PARALLEL TO BULKHEAD la It SEATING LOCATION It J (BY OTHERS) TIMBER SCREEN \ If SEE DETAIL DRIVE SPIKES AT 1/8" GAP MAX' (TYP) {a rA 3"X 1 O" DECKING 15' ANGLE (TYP) oil4�4O CONCRETE PIER SEE DETAIL 2" (TYP) If rc-44"*N __� [-a-- la 40 40 Iil III �I It PLAN SCALE: 1"=10' la 0 0 0 0 0 0 CONCRETE DECK - - - - - - - - ,N STRINGER (TYP) 60d GALVANIZED SPIKE (TYP CONCRETE PILE CAP TMBER SCRE N USE 2 SPIKES AT EACH BA 7% SEE SHEET #23 10"x 10" CURB _ _ _ _ _ JOINT, 1 1/2" FROM JOINT o 0 0 o 0 0 AND 1 SPIKE STAGGERED r x 1 O" TIMBER SPACER NEW CONCRETE - - - - - - ° AT EACH STRINGER LOCATION 12"x12" TIMBER EDGE STRINGER SHEET PILE CAP 10"xt0" TIMBER CURB DECKING JOINT'S TO BE STAGGERED AND '4-- 3"x 10" TIMBER ELEV. +5.8' 3"x 10" TIMBER DECKING EL. +5.8' 3" TIMBER DECKING OCCUR NO CLOSER DECKING (TYP) THAN 3 PLANK WIDTHS TIMBER FENDER SYSTEM _KASEE DETAIL TIMBER FENDER SYSTEM rD (SEE DETAIL) r""� = _o 0 o a o 0 40 40 EXISTING BETWEEN STRINGERS R E 12"x 12" TIMBER STEEL SHEET PILE 12"x 12" 40 40 TIMBER PILE CAP SUPPORT PILE BULKHEAD TIMBER PILE BLOCKING 6"x 12" TIMBER STRINGERS 12"x 12" TIMBER MAX 3'-6" O.C. SPACING (TYP) PILE CAP (TYP) 6" (TYP) I-- 2'-0" 2'—O" NOTE: PLACE DECKING WITH VISIBLE HEARTWOOD DOWN. rW SECTION B SECTION C DECK CONNECTION DETAIL 40 40 SCALE: 1/4"=1'-0" 4040 SCALE: 40 40 SCALE: 1/2"=1'-0" FIBERGLASS CAP 1"0 BOLT W/WASHERS W/4 LAYERS OF FIBERGLASS CAP SPLICE COUNTERSINK HEADS AND 1 1/2 OZ MAT. W/4 LAYERS OF FILL WITH MASTIC 1 1/2 OZ MAT. 6" 6" 6' MAX SPACING CURB CURB 2"X10"X2' LG SPACER BLOCK —I- (TYP) AATT EVERY CURB P ICE 6' MAX. SPACE 1"0 BOLT W WASHERS - 10"x 10" CURB 1" BOLTS TYP ---- ( ) COUNTERSIN HEADS 1"0 BOLTS W/WASHERS • �� • ! • �_ COUNTERSINK HEADS "-- LET IN CHOCK 1" 9" • • • INTO FENDER PILE (TYP) 10"x 10" CHOCK EDGE DECKING 1/2 THE DISTANCE 9" 12"x 12"x5' STRINGER (TYP) BETWEEN FENDER PILES 1/2 THE DISTANCE BLOCKING BETWEEN FENDER PILES 10"00" CHOCK TIMBER PILES rF CURB CONNECTION 12"x 12" BLOCKING 40 40 SCALE: 1/2"=1' TIMBER FENDER PILE (TYP) TIMBER FENDER PILE (TYP) 1/4"-1' 1/2"_1 ' ELEVATION SECTION ELEVATION SECTION 4' z' �' 0 4' e' z' 1' 0 2' 4' SCALE IN FEET SCALE IN FEET D TIMBER FENDER SYSTEM ® EAST FACE 3/8"=1 ' 1"=10' E TIMBER FENDER SYSTEM • SOUTH FACE z' ,1 o z' 4' 6. ,o' S' D ,D' 20' �40 40 SCALE: 3/8"=1' �40140 SCALE: 3/8"=1' SCALE IN FEET SCALE IN FEET TOWN OF BARNSTABLE FERRY TERMINAL RECONSTRUCTION STRi��i uRf;t . 9 N0.95167 PUB. RD. FISCAL SHEET TOTAL e �, DN. NO STATE FED. ND PROD. NO. YEAR NO. SHEETS TRIM TOP AT 45' fSr�STEQ'��t? MASS. F13D-005(003) 1995 41 46 w SPACER BLOCK TIMBER PIER - SCREEN DETAILS 5/8"0 XT LG. ANCHOR BOLT CONCRETE DECK s 5/4"x6"x8'-0" SPACED 10- 1/2" O.C. (MAX.) STAGGERED FRONT AND BACK 2-16d COMMON NAILS AT EACH I ---- --- 4"X4" SUPPORT COLUMN WITH 1/4" OVERLAP AT COLUMNS HORIZONTAL SUPPORT (TYP) 5" 2"X 4" X12" SPACER BLOCK 5/8"0 X9" LG. CONCRETE PILE CAP HORIZONTAL SUPPORT ANCHOR BOLT (TYP) ' I M ---- ------ --------------- -- -------------------------- 3-3/8"0 BOLTS Wj3'-0" SPACING STARTING 18" ABOVE DECK 2"X4" TIMBER HORIZONTAL SUPPORTS (TYP) FACE OF 6' (MAX.) CONCRETE PIER C 5/4X 6"X 8' TIMBER �41 SCREENING B 4"X4" COLUMN SUPPORTS 6' O.C. MAX. 4 2w �41 I , , I , COLUMN BOTTOM CONNECTION (SEE DETAIL) rA_'% PARTIAL PLAN-TIMBER SCREEN D 40 41 SCALE: 1/2"=1 '-0" �41 41 EDGE STRINGER g TYPICAL SECTION �41 SCALE: 1/2"=1'-0" 5/4"X 6' TIMBER SCREENING W/ 1/4" OVERLAP AT COLUMN L 3"x 3"x 1/4 "x 3-1/2" LG SUPPORTS (TYP) ANGLE BRACKET SEE DETAIL E TIMBER COLUMN �41 2 - 16d NAILS 1/4"0 BOLT DRIVEN ON ANGLE 2"X4" TIMBER PREDRILL HOLES HORIZONTAL SUPPORTS 5/8"0 X 6"LG. 1 1/4" 2 PER BRACKET 1 v LAG SCREW --- - DECKING LET IN , 1/2" (TYP) 6"x 12" EDGE STRINGER � 5/16" HOLE (TYP) po 1 1/16"0 HOLE L3X3X1/4" ANGLE C SECTION p COLUMN BOTTOM DETAIL rE BOTTOM BRACKET DETAIL �41 41 SCALE: 1 1/2"=1 '-0" ��41 41 SCALE: 3"=1 '-O" 41 41 SCALE: 6"=1 '-0" 2' 1' O 2' 4' SCALE IN FEET ELECTRIC HOISTING FOR MOUNT DETAILS INCH CONCRETE FILLED STEEL GRATING _ _ TOWN 0 F BARN STABLE SLIDING HINGE SEE _- - - �- 5'-8 1 2" ASSEMBLY (TYP) �- HANDRAIL (TYP) €;, .PE FRAME FERRY TERMINAL RECONSTRUCTION �46 - - -- - -- W12x65 STEEL COLUMN (TYP) 2 -3" PUB. RNO. STATE FED. ND PROJ. NO. � SE SHEETS MASS._ MASS. FBD-005(003) 1995 42 46 Aw -- W 12x65 COLUMN TRANSFER BRIDGE I - ------- - — — � 1 41 Z=;::=: 10 low � I _ __— . - -- ' N0.36117 _ EXPANDED METAL a, - GRATING (TYP) �C� t-,ttQ f �+ I BRIDGE do FERRY SLIP STEEL ANGLE CATWALK FRAME b - SEE DETAIL rD 1 4�44 I I RUBBER FENDER I I I i I I I 'T3x 12.5 (TYP) In ilkI o, "dzl Ar limb mh6l C 1 Ox20 (TYP) W12x65 COLUMN I i I I I HAND WINCH (TYP) I t� W12x65 COLUMN I STA 0+46.5' HOIST WIRE TENSION ASSEMBLY 3'-0" 8'-0" 5'-0" 3'-4" HAND PLAN HOISTING WINCH ' PIPE BRACE TRANSITION PLATE 50'-0" NOTE: A SHEAVE SUPPORT STRUCTURE AND CATWALK (L OF HINGE PIN o STA 1+00 SHEAVE SUPPORT STRUCTURE AND CATWALK �42 SCALE: 1/4"=1'-0" STA 0+50 IN OUTSHORE NOT SHOWN FOR CLARITY, SEE DETAIL MOST POSITION TRANSFER BRIDGE—LAYOUT PLAN A FLOODUGHT (TYP) SCALE: 1/4"=1'-0" 42 42 (SEE ELECTRICAL DRAWINGS) NAVIGATION LIGHT COUNTERWEIGHT (SEE ELECTRICAL DRAWINGS) SHEAVE (TYP) CATWALK A y + .,. TEMPORARY SUPPORT SHACKLE FOR COUNTERWEIGHT (EACH END) �44 CATWALK w U Z w PIPE BRACE W12x65 COLUMN w � U HOIST WIRE TENSION ASSEMBLY SEE DETAIL SEE DETAIL B rD SEE DETAIL 4 �43 C 2 43 �43 :t TRANSFER BRIDGE b COUNTERWEIGHT(TYP) SEE DETAIL TRANSFER BRIDGE W/ BOX COVER SEE DETAIL C SEE DETAIL rE �45 w B 4�44 SLIDING HINGE ASSEMBLY �45 SEE DETAIL EL +14.0' HIGH LIMIT OF BRIDGE DECK L42 43 _ 3 I - _ UPPER LIMIT OF 3r RAMP TRAVEL w EL +14.0' z 0 ti +7.0' _ I +7.0' • -- - - n n 12" MIN. II II � ..____. EL +2.5' LOW LIMIT OF BRIDGE DECK LOWER LIMIT OF RAMP TRAVEL EL +0.5 MLW EL -1.4' MLW El -1 .4' L + . BRIDGE SUPPORT BEAM SEE DETAIL E 16"0 PIPE PILE (TYP) 42�43 1/4"=1 '-0" TRANSFER BRIDGE—SIDE ELEVATION TRANSFER BRIDGE—FRONT ELEVATION 4' 2' D a' e SCALE: 1/4"=1'-0" SCALE IN FEET SCALE: 1/4'=1'-0" , a . TOWN OF BARN STABLE FERRY TERMINAL RECONSTRUCTION 1/2" DIA. STAINLESS STEEL 3/8" DIA. STAINLESS STEEL ., Ip.l6167 -. BOLTS W/NUTS, LOCKNUTS BOLTS W/NUTS, LOCKNUTS �o/srE PullRD. STATE FED. ND PROD. N0. FlSCV. SHEET TOTAL AND WASHERS AND WASHERS 1 `tj AL% DN. N0. YEAR No. SHEETS SLIDING BLOCK - MASS. FBD-005(003) 1995 43I - _-] 46 , ,/2" �.. '" _, 9~+,_ 9- _,_ s- _,_ r � EXISTING CONDITIONS �N -- 1 1/2" MAX. WIDTH - I OF STOP FLANGE - L- - - - �- IT - - 6'-e` RADIUS }O �- - - - 1/4" WIDE X 1/2" DEEP DEBRIS l" THICK NYLON SLIDING TRENCH CUT FULL LENGHT (3 REQ'D) PAD SEE DETAIL - HOLE FOR 1/4"0 STAINLESS STEEL BOLT, COUNTERSUNK 1/2" (TYP) � 7/110 PLAN UNDERSIDE OF NYLON SUDING PAD DETAIL t/4 1/7' PLATE 1" PLATE R 2 t/4' SUDING BLOCK T 2 5/� 2 3 r�/ir 1 4 2-3/4 0 S.S. - 1/ X5 1ItO PLATE CAP BOLTS EACH END 4'-4 1 5/18 4!0 PIPE MC13X35, 6" LONG -»- (n' EACH END 1" �2.. t P) 4"--L-Typ TE 3'(TYP) 4- 3" Z -� 4 PIPE END DETAIL _ 2 1 h--- - - CAP BOLTS 1"PLATE 2" ` - CAST IRON SUDING BLOCK 4"X4"X 6" LG. (APPROX. SIZE) 10 V-2" 1" STIFFENER PLATE (TYP) b 2" 6"X 6"X 2" THICK. (APPROX. SIZE) -- BORE 7 1/16" TRUCK TRAILOR RUBBER BUMPER -+ TRUCK DOCK RUBBER BUMPER � W/2-1/2" DIA. STAINLESS W/4-3/8" DIA. STAINLESS _ 1 2" X 9" O.D. io STEEL BOLTS I STEEL BOLTS 125i BRONZE WASHER 1"0 BOLT HOLES 1"PLATE 1" 1v - - - 1-1 4'OX 4-1 f I"- b TYP 1" THICK NYLON - STOP FLANGE T 4'0 PIPE W HERS PIN - �' I I I I SCHEDULE #40 SEE p�NL SLIDING PAD 1' STIFFENER PLATES (TYP) 4-1/tO SEE DETAIL � / --i t 1/2" (TYP) _ - — — 2_5/� 1 f PLATE ---_ - _ 1 1/2 (TYP) 1If SASE PLATE i �x1-1 r FOR BASE PL DRILLING I _� i 2'-0" TRAVEL 1 4 PATTERN, SEE DETAIL t'-- SEA 6•• 1,_6• 1. 9" 1,_6" 6. �►TE 6 SPACES AT 9" 1 1 2" - - ----- --1,-3" 4'-9" T 8" 8" 7/� - 1/Y PLATE 4,-9" HINGE PIN 1 -� 1 ,CX1-1/Y --- ------- - ER PLATE 10 VATION SECTION 4" PIPE BASE DETAIL ELEVATION BASE PLATE DETAIL A SUDING HINGE ASSEMBLY rB PIPE BRACE DETAIL �43 SCALE: 1"=l'-0" �43 SCALE: 3/4"=t'-o" 1 1/,CO ANCHOR BOLTS (6 REQUIRED) 1"THICK BASE PLATE 3/4'0 DRAIN HOLES (TYP) X I TYP 1 4 3/8" TOP PLATE 3/4" SHOULDER EYE BOLT-DOUBLE NUTTED 1/4"x 1" STIFFENER ® , 4 1/2" TAILBOARD PLATE (TYP) SNATCH BLOCK FOR 1/4" 3" (TYP) 3/8"X3' HIGH 1/470 WIRE ROPE 3/4 080LT HOLE (TYP) STIFFENER PLATE ' _i__ 1/4"0 WIRE ROPE \ ;n 1 -9" 2 -� --`. EDGE OF CAPS 1/4-0 WIRE ROPE 1/2" EYEBOLT 1v THIMBLE � 1 1 2" 3/8" PLATE PLAN PIPE PILE ( 4' 0 BOLT REQ'D/ STRIP) a / 5 1/4 WIDE 1/4"X 2" WIDE N 9" W12X65 4"x8"x3'-0" 4 1/2" SNATCH BLOCK STEEL SWAY STRAP TIMBER STRIP (TYP) FOR 1/2" WIRE ROPE TOP PLATE DETAILS W/ SWIVEL EYE b SCALE: 1 6"X 6"X 12" LONG CAST IRON COUNTERWEIGHT N 3/8" THICK TYP ATTACHED TO SWAY STRAP TYP 1/8 2' 7/8"0 BOLT HOLE (TYP) 3 16 GUIDE PLATE 9" W/3-3/8"X 1 -1/2-LONG BOLTS 30 4"0 PIPE 0 4"0 PIPE 9" W l Ox45 SCHEDULE 40 3/8" STIFFENER PLAT ® bj 1/2" GUSSET PLATE (4 REQ'D) 3/4"=1 - 2'x2'x t/2" BASE PLATE 3`4"0 BOLTS W/ � � 1. (�,p) 1, � 0 1. �' 2' 1"X6" COUNTERWEIGHT STOP 3 16 9 SPACING SCALE IN FEET 1/4" STIFFENER PLATES CUT TO FIT AROUND TYP SECTION 2" BASE PLATE 1"=1' 1/4" STIFFENER PLATES 0 (4 REQUIRED) 1' 0 1' 2' 2" 3'-0' bi 1/ 1 4 1/2" -� �-- TIMBER FILLER SCALE IN FEET F9 r( TYP 7/8"0 ANCHOR BOLTS (TYP) BASE PLATE DETAIL CUT FOR TIGHT FIT Or k BETWEEN GUIDE PLATE 1 1/2"=1'-0" SCALE: 3/4-I'-Ir AND COLUMN FLANGE 1/2" BASE PLATE °0 ASSEMBLY SUPPORT POLE GUIDE PLATE TO 2" (Np ELEVATION EXTEND OVER CAPS ) SCALE IN FEET SCE. 3i4--I'-�, W10 COPED TO FIT PIPE PILE PLAN ("_C HOIST WIRE TENSION ASSEMBLYSNATCH DETAILS p BASE DETAIL rE BRIDGE SUPPORT BEAM DETAIL 42 43 SCALE: AS SHOWN 42 43 SCALE: 3/4"=1'-0" �26 SCALE: 3/4"=1'-0" TOWN OF BARNSTABLE t COLUMN FERRY TERMINAL RECONSTRUCTION PUB. RD. STATE FED. ND PROJ. N0. FISCAL. SHEET TOTAL 1 '-4" 1 '-2" 11-9» SPHERICAL ROLLER BEARING jet NO MASS. FBD-005(003) 1 95 44 SHEETS 46 PILLOW BLOCK W/SPLIT CAST 1- 3" CLEAR IRON HOUSING, 2 REQ'D PER G TRANSFER BRIDGE- SHEAVE SUPPORT/ STEEL COUNTERWEIGHT SHEAVE WITH ONE BEARING "HELD' SHEAVE FOR 1"0 WIRE AND THE OTHER "FREE" MOUNTED ROPE, 2 3/4"t HUB WIDTH WITH 2 BASE BOLTS PER CATWALK DETAILS 2"0 SHAFT SIZE W/ MANUFACTURER'S SPECIFICATIONS 1/2" THICK KEYWAY, 18"0 PITCH - �\ _ 18 MOUNTING 4" `\ `\ C1 Ox20 - -'� PLATE BOLTS PER TYP}- 2"0 MONEL SHAFT W/ n n MANUFACTURER'S 1" END PLATE I O, j 'Z�Q % SHEAVE KEYWAY FOR SHEAVE - j II i SPECIFICATIONS SEE DETAIL i I N i / i - 3 8" STIFFENER ' 4444 1 I _ I I C l Ox20 (TYP) - / O I I \ -' i I TYP 5 16 PLATE G 1 ax?U TMP - I I 8"0 HINGED FLAG BLACK `� 13" - ' FOR 1/2"0 WIRE ROPE 8 1/2"x 13"X 1/2" THICK o 1 SEE DETAIL B TYP BEARING PLATE TO HINGED FLAG BLOCK I - 1 1/2"0 HOLE BOTH LEGS FOR 1 /2"0 WIRE ROPE, - 1 1/4" BOLT TYPE 1" (TMP) -� 44 44 I i, PRESSURE LUBEU BRONZE OR � � _ � � - ClOx20 CHAIN SHACKLE " II ROLLER BEARING FITTING, 12 3/8" GUSSET PLATES 3" CLEAR-f-� II 3000 lbs. MIN. SAFE WORKING 2 1/4" 2" RADIUS W12x65 COLUMN --� 3/8" STIFFENER (4 REQ'D PER COLUMN) II CAPACITY, ALL. NUTS TO BE �j 2" 1" THICK PLATE SECURED TO PREVENT LOOSENING - "'j PLATE (EACH W12x65 COLUMN — C SIDE) d NOTE: CATWALK NOT SHOWN FOR CLARITY. rA MAIN SHEAVE DETAIL B _ HINGED FLAG BLOCK DETAIL C 1" END PLATE DETAIL 42 44 SCALE: 3/4"=l'-0" 44 44 SCALE: 1 1/2"=l'-O" 44 J44 SCALE: 1 1/2"=1'-0" 2'-258" r r r r L 3x3xl/4" HANDRAIL (TYP) r r 0 I EXPANDED METAL GRATING, FULL zo r r r f LENGTH BETWEEN ANGLE do T-SECTIONS OF EYE BOLT r ATTACH BY BOLTING ACCORDING TO 0. 12" OF COLUMN FLANGE r MANUFACTURER'S SPECIFICATIONS I WEIGHT GUIDE SEE DETAIL F . . 44 44 — � OF COLUMN 4"X6"X1" THICK UHMW RUB BLOCK 1 1/2" 2" 4" 1" L 3"X2"X 1/4" 1/2" N.C.T. TAP FOR 3"X57X1/2" THICK GUIDE ANGLE LIFTING EYE EACH 1/4 CONNECTING PLATE W/2 1n COUNTERWEIGHT SEGMENT TAPPED HOLES TO MATCH PARTIAL ISOMETRIC SUPPORT ANGLE 3/8"0 BOLTS N HANDRAIL & GRATING NOT NOT TO SCALE PLAN I I SHOWN FOR CLARITY TYP 3/16 - J � - I " 1/4" BOLT (TYP) L 3x3x1/4" L 3x3x3/8" v 1" HOLES FOR 3/8"0 BOLTS CHAMFER BLOCK FOR " 1 1/2" 2 1/4 TIGHT FIT W73x 12.5 (TYP) 2" 1 0 WIRE ROPE ROUND OFF ALL EXPOSED .44 so 3/8" STIFFENER 1" POURED GROOVED 1 1 4" BOLT TYPE CORNERS ON THE RUB TGRIND EDGE INSIDE 0 (TYP) CHAIN SHACKLE �- PLATE TYP OPEN SPECTER SOCKET BLOCK AND SUPPORT ANGLE CORNER (TYP) �— 1 1/2"0 SHOULDERED PLAN ELEVATION 0 3/4"0 BOLTS 1/8 EYEBOLT 2» �— I L 2"X2"X 1/4" ANGLES WEIGHT GUIDE C10x20 (TYP) DO NOT WELD USED ON ALL CORNERS i TO CHANNELS M 2'X2'-6"X3" THICK zo clOx2O (TYP) ' ' STEEL PLATE rF WEIGHT GUIDE DETAIL L 3x3x3/8" M 44 44 SCALE: 3"=1'-O" I L 3x3x3/8" I 6"x6"x5/16" 1/8" STEEL BOX OVER - = g (TYP) GUSSET PLATE COUNTERWEIGHT, OPEN (TYP) ON BOTTOM. g,, o x _ I 1/4"=l ' 1/2"=1 ' x 4' 2' 1' 0 4' 8' 2' 1' 0 2' 4' N WT 3x 12.5 (TYP) BOTH LEGS SCALE IN FEET SCALE IN FEET 2'OX3" THICK STEEL PLATE 3/4"=1 '-O" PLAN 6"X6"X1/4" THICK 1' e' 0 1' J' 1' er 0 1' 2' SECTION SQUARE WASHER SCALE: 1/2"=1'—O" ELEVATION AND 1 1/2"0 NUT SCALE IN FEET SCALE IN FEET SCALE: 1"=1'-0" D CATWALK DETAILS rE COUNTERWEIGHT DETAILS 1 1/2"=1'-0" 3"=l '-a" 1' �' 0 1' s' 3' o s' �44 SCALE AS SHOWN �42 �44 SCALE: 3/4"=l'-0" SCALE IN FEET SCALE IN FEET TOWN OF BARNSTABLE - - mi FERRY TERMINAL RECONSTRUCTION BRIDGE 'c PUB. RD. FISCAL SHEET TOTAL 1 Q/STD DIV. NO. STATE FED. AID PROD. NO. YEAR NO. SHEETS PIPS IPt_ WELDED HANDRAIL AL AL MASS. FBD-005(003) 1995 45 46 I P � I LOCATION OF HINGED TRANSFER BRIDGE- BRIDGE ASSEMBLY 3/8" STIFFENER PLATE i TRANSITION PLATE -- 12*-0"' CLEAR -- - — -- - SEE DETAIL D 9/16" THICK x 3" WIDE STEEL 1 — I 45 46 1"0 COUNTERSUNK PLATE, CONTINUOUS TOP do BOTTOM HEAD BOLT W� LOCK ALONG FENDERS _r `" WASHER do NUT AT 12" PACING 3/8x5" STIFFENER PLATE - CONCRETE FILLED STEEL GRATING) _ m, 5"x6" HOLLOW CORE RECTANGULAR - 3/8" STEEL W/ 1"x3/16" BEARING BARS W/ i 1 -� �� -0 --�� RUBBER FENDER UNITS, PREFORMED PLATE CURB 1 3/16" SPACING, SPLICES TO (TYP) OCCUR OVER STRINGERS ONLY (n'P) 1 - _ _ _ CURB STEEL GRATING TO 16'-0" INSIDE RADIUS _ p� 3/8" STEEL PLATE W36x 135 GIRDER (TYP) a, 1' Tom} ?'�_' I TYP , L �� IoI / 17 WT 8x18 STRINGI q ER —WT 12x31 — -- — --- - --- o WT 12x31 JOIST (TYP) I 1 1/2" 3" C 2'-0" 2'-0" VARIES I 5" 45 45 WT 8x18 STRINGER (TYP) 3/8" STEEL PLATE 2" � s rASLOT IN CURB, �'— WT12x31 JOIST B TYPICAL LONGITUDINAL SECTION FOR CONNECTION SEE DETAIL E 4 45 p---CURB 45 45 SCALE: 3/4"=1'-0" 45 45 BOTH 1"x1" STOP BAR, 42 SIDES 1�� FULL LENGTH OF GRATING rA TYPICAL CROSS SECTION ��4 SCALE: 3/4"=1'-0" VIA I iv I 7'-10" HAND OPERATED 4'-0" DOCKING WINCH HAND WINCH MOUNT DOCKING WINCH MOUNT 14" SEE DETAIL 2�-� BRIDGE OPERATOR STATION 2'-0" 2�_0" r�SEE DETAIL H - - HAND HOIST WINCH � rH 45 46 1 1/2-0 HANDRAIL (TYP) 45 46 ------- —-- O UPPER UFTING SHEAVE SEE DETAIL 3/4"x12" PLATE tl II 3/16 � TYP II ' II II II it Il R EYE SPLICE SHACKLE 1" OBLONG LINK, It II II II II II . \ II {I II 11 PLATE II I SAFE LOAD RATING 1"X 12" If I II SEE DETAIL II I M 10,000 POUNDS. SLOT PLATELiLi 11 I II E 10" LONG X 2" WIDE (GALV.) 3/4" STIFFENER PLATE (TYP) FERRY DECK - - - - II �� %46- - - - - - - - - - - - - - - - - - - - - - - I - - - - -� - TYP I II II `r GALVINIZED STEEL THIMBLE MC 12 (TYP) FOR 5/8"WIRE ROPE HINGE PIN " SEE DETAIL TYP I BRIDGE GUIDE TYP �( np 3/8" STIFFENER SEE DETAIL ( ) /W/ UPSFE7 4"X 12" PLATE r 1 -r BRIDGE BEARING PAD PLATES (TYP) W36 GIRDER �46 5�-0" SEE FRAMING DETAIL F 3/8" GALV. PROOF COIL CHAIN SEE DETAIL J rD 4�46 1/4"STEEL DOUBLER SECURE TO BLOCK AND GIRDER PLATE-POSITION EDGES WITH 3 4�46 PLATESWINCH (BOTHOS DES) 45 45 LOWER LIFTING SHEAVE ALONG STIFFENER ANCHOR SSHACKLESZED SCREW PIN SEE DETAIL G PLATES, WELD CONTINUOUSLY ROPE BLOCK W/1/4" FILLET WELD BOLT ANCHOR BRIDGE HINGE PIN rE ELEVATION ® GIRDER SHACKLE FOR 5/8"a �46 WIRE ROPE 45 45 SCALE: 3/4"=1'-0" WORKING LOAD = 6000 lbs. 42 � 50'-0" - 1 OUTSIDE FACE " OF PL 3/4 X 13 1/4 I 17 SPACES O 2'-6" = 42'-6" 3 SPACES O 3'-4 2'-0" 6'-0" 4" 1 '-1" 15" 4" I W36 X 135 GIRDER 1 ST4 X 9.2 PL3 8 L3 _ 6 42 DO OF �O�US DO DO PL TO 7/8" DIA. A325 BOLT o DO 3/4 X OU 13 TS/p 3/8" STIFFENER PLATE (TYP) � � � E Lo in in DO DO �4 ` W36X13 O N I x Do x Do BRIDGE 2" 3" WT 12 N WP 2" ►'-, w � o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o DO � DO a II o 0 0 0 0 0 0 0 o DO o 0 0 0 0 0 0 0 0 0 WT12X31 N DO I 3/8" CONNECTION PLATE DO DO I O I O° WT8X18 PL3 8 L3 0 3/4"=1'-0" i GIRDER 2 COPE BEAM TO FIT 3/8 X 5" WIDE STIFFENER PLATE (TYP) W36 X 135 SCALE IN FEET 3/4 X 5 1/2" WIDE STIFFENER PLATE 1/4"=1'-O" 4' 2' 0 4' 8' D FRAMING PLANrE JOIST CONNECTION DETAILS SCALE IN FEET 45 45 SCALE: 1/4"=V-0" 45 45 sCALE: 1'=1'-0" y \ t 1/8"0 COTTER PIN HOLE + o . TOWN OF BARN STABLE 5/8" (TYP) W,*wC" FERRY TERMINAL RECONSTRUCTION KEEPER PLATEr�TF�t,C11ML B. RD. FISCAL SHEET TOTAL GROOVE (TYP) 1/8" CHAMFER (TYP) 1/8" CHAMFER (TYP) NO 361p �+ STATE FED. AID PROJ. NO. 1"0 WIRE ROPE t �� •. DN. NO. YEAR NO. SHEETS ALLOW FOR 1/8" CLEARANCE WITH o g I II ��at MASS. FBD-005(003) 1995 46 46 MIN. 1/16" THICK BRONZE WASHERS ON _ _ -- GREASE FITTING TO BE '� II II EACH SIDE OF FITTINGS 3/4" PLATE (TYP) \ POSITIONED TOWARD BRIDGE ,I II , ' ` TRANSFER BRIDGE— BRIDGE D ETA I LS 3 1/2" RAD 3" RAD � (1 1/2"� PIN ONLY) � �jc .- - 1/2" DOUBLER PLATE 2"Ox6" LONG MONEL PIN SEE DETAIL 6" 6" I ° I 5 16 B � — — � � 46 46 PLAN PLAN KEEPER PLATE (TYP) 8" OR TO EDGE OF SHEAVE PLATE BEARING PAD PIN TYP 5/16 ii— \ SEE DETAIL C SUIT FITTINGS 1-13/16" SOLID STEEL THIMBLE 3/80 FOR 1"0 WIRE ROPE 1/8 -0 COTTER PIN HOLE 3'-3" II 46 46 1 1/2"0x6" LONG MONEL PIN 5/8" (TYP) SEE DETAIL - - - 1/8" CHAMFER (TYP) So RAD (TYP) 2" 3/4"0 A325 BOLTS 10 rB .i r- - 1/2- �— 6w L 3"x3"x1/2" 46 �46 it II BRONZE / 8"0 BRONZE BUSHED SHEAVE 1 1/4" 1 2" WASHER (TYP) FOR 1/2-0 WIRE ROPE 4 1/2" 3' GREASE LINE All 1" THICK 33 1/2" 2" 1 1/4" (TYP) W 36 (1 1/2-0 PIN ONLY) 3 1 2" ELEVATION PLAN 4- CHECKERED PLATE 12" LIFTING SHEAVE PIN PIPE BRACE PIN �„ 5 8" s 8" NOT TO SCALE 1/2" 11'-10" IFTIN SHEAVE DETAIL rB_'� PIN DETAILS O , _ _ , 1/r 1/r 1" THICK WHEEL rA UPPER L G E �_ 46�46 3" = 1'-O" � � GUARD EACH END) ��46 SCALE: 1-1/2'=1'-0" ROUND OFF TOP EDGE PIN LOCATION -�� 1" RAD TYPICAL BOTH 5" Np LIFTING SHEAVE 5/16.0 HOLE (TYP) 1/4" STAINLESS SIDES FOR 1/4'x1"LG STAINLESS STEEL PLATE 1"0 x 3" LONG PIVOT STEEL MACHINE BOLTS PIN, EACH SIDE WITH LOCK WASHERS W36 3/8" STIFFENER 1/2-0 WIRE 45• PLATES RED'D EACH SIDE CLEAR rc KEEPER PLATE DETAIL rD� HINGED TRANSITION PLATE 30' TYP I I ROPE O MATCAHT OPPOSITE SIDE 1/2" PLATES 46 46 SCALE: 6+' = 1'-Or' 45 46 SCALE: 3/4'=i'-0" 3/8" STIFFENER II 25 1/2 IIo PLATE II - II 3 CURB i 4- TO BRONZE BUSHED SHEAVE 1'-11' TYP FOR 1/2-0 WIRE ROPE 1/Z" OVERHANG 9" OF CUT SLOT IN PLATE ( ) 1/2 PLATE 7/8" PLATE I I 1-1/2-0 SHEAVE PIN FOR WIRE ROPE 3 16 I I - 0 i TYP SEE DETAIL c 3/8-X3" PLATE (TYP) to II I rB 4 0 I 4�46 Typ ►? I 'o ° I I I 3/8"GUIDE 45' 0 I II PLATEI XIN TYP I 3/TX 3" DIAGONAL II STIFFENER PLATE 2-1 4' 1"0 HOLE IN WEB 470 X 7/16" THICK I i 1 1/4"0 HOLE FOR WIRE ROPE PASSAGE DOUBLER PLATE (TYP) I L 4"X4"X3/8" (TYP) 4-1/2' BRONZE WASHER ON EACH 1 5/8" ��, 9-1 4" SIDE OF SHEAVE. I THICKNESS TO ALLOW FOR SECTION ELEVATION 1/8" SHEAVE CLEARENCE. W36X315 E SECTION F BRIDGE GUIDE DETAIL G LOWER LIFTING SHEAVE DETAIL 45 46 SCALE: 1 1/2"=1'-0" 45 46 SCALE: 1"=1'-0" 45 46 SCALE: 1"=1'-0" SECTION ELEVATION GIRDER 7" 11w 3/4 STIFFENER PLATE (TYP) 1" 1" TYP 5/16 ( 3/8 STIFFENER PLATE (TYP) H HAND WINCH MOUNT DETAIL �46 SCALE: 3/4'=1'-0' /8 PLATE MC12 .125 ._� 1" WTS 12" 1'-7" TYP TURN TO 5 8 7" DIAMETER 8X8 BILLET SECTION 1/2" OVERHANG W36 3/4 STIFFENER PLATES � 1/2 PLATE TYP 5/16 INSHORE OUTSHORE TYP 3/16 5/16 NOTCH PLATE TYP 3/16 TYP TYP 3/8-XT PLATE (TYP) FOR FLANGE _ W36X135 3/8 PLATE 1'X 12' WIDE PLATE 5/16 TYP L4'X4"X3/8" 45. W36 GIRDER 5 1 TRUNION 2 1 Z"R (TYP) 5 1 2 1/4" CLEAR WASHER, TYP T— —' 3/8 Zz ICA. 3/4"X 12" PLATE 2"0 MONEL PIN 2" PLATE SEE DETAIL b" TYP 3/16 1 PLATE M>5 16 8" COTTER PIN, B 3/4"X 2" WIDE PLATE - - - - - - - - - - - - - - - - ` 1" 12" 46 46 TOP & BOTTOM MC12 1 4 TYP STIFFENER DIAGONAL PLATE 1/2" CHAMFER (TYP) 1/8" GAP (TYP) WEB & 2 PLATES GIRDER ELEVATION SECTION ELEVATION SECTION ELEVATION J BEARIND PAD DETAILS K HINGE PIN DETAILS L ELECTRIC HOIST WINCH MOUNT DETAIL 4�46 SCALE: 1'=1'-0" ��4J6 SCALE: 3/4'=1'-0" �46 SCALE: 1"=1'-0' 3/4"=1'-0" 1 1/2'=1'-0" 3"=1'-0" 1' G' 0 1' 3' 1' G' 0 1' G 3 0 6" 3" 1" 0 3 i ff SCALE IN FEET SCALE IN FEET SCALE IN FEET SCALE IN FEET