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64-543 - BRIDGE STREET (STUB OF FORMER SALEM-BEVERLY BRIDGE) - CONSERVATION COMMISSION WDEP 64- Plans r BEVERLY-SALEM HARBORFRONT WALKWAY AND CAUSEWAY PARK lAA MASS. sTPLM31'/sT 2013 19 �sOR PRo�ECT vaE rvo. 6o8o54 DRAINAGE AND UTILITY PLAN DATE: 7/5/16 00� / Gp \ 8 S (_C ro/r jri oyw p0 EXISTING 0`_ / PARCEL UT 3-W-IS CRINGE STREET AREA ABOUTR. O4 EE CONNECTOR Q Rl 'IV (TAKEN UNDER ORDER DAFD p2 BRIDGE STREET 9y N/F E 01` L ACK, LO K5 - �p9/ ZGS W Id,`7N TRU5IEE OP K ODD LOBS]£R _ REALTY WUS> `qr @MSP 'EN DOOR 25981 PAGE 4J5 APPROXIMATE MEAN N 59.06'99" E f rPL'� _ 24,49" EXISTING HIGH WATER (EL. 4.5f) o ` PROP. 2" T'PE K 6" CAST IRON PIPE ABANDON EXISTING TELEPHONE o / - CBGI-9 ADDED iN FIELD) of / ( .,,COPPER WATER SERVICE TO BE CLEANED AND CONNECTED TO DMH 7 N CONNECTED TO TO STA 6+07±FROM STA 2+251 CBCI N0. 3 ��yp i t/I ./ F✓rLU V-_ _ _ - ___ _ __ _ _ _ E NOTE 1) __ __ _ _ ___ _ ____ __ _ 4 Zfa000 / / 1d / PROP 50' 12" RCP `` T ROI+ ) SEE LT nY T e:rzE UN 1SIOOG OO i .Y E/ J A�FOR6LR i STC'Y WOOD BUILOIVG T O e0' Pl FA 20'I lDE UTILE Y ASEM£NTOT CONCP IE PAD (TrP.) _ _ po o PROPOSED -- - , T HYDRANT _ 4CT /_ _- R �16G N0333f8"W w02G OFLK _�- NO"StB:L' _ -L-� �E"K"J GPIBEt. , - -_ ^.x� _ TSi. - _ - R (I 0 /p,P Y . C Z G' AN -2dMR W DGN. 142111' - kv'P RAP li f _ �-1 W v ALM w_ _. p 0 / 0 i _ _ LPP ,uuLLLf _ •_.vo __ - ?_AW �PROP ? 8 PROP 20 M _ ' = a[RMr -" 12'1 RCP--1 01 -_. r P 1 4 4 +OR H / AD5\ 13 g�_ _+ . s_.r _--ADJ '8;0 // , EM _ .w.__E ON nl9�aa vEMPer ro 'wN�t33� 7, 0.._+0 nm, p . +51.46 D CNP Pr m 41254' D 01,O TuHABAN. o U Iq ® (R8.0. E- -1�65.26 -.r T ' __s..� RkS__ _- -Ip 1 --T _ .ROf_20 T __r- -_ -1 __T_-1 r- 1� r }AN-_TOP 11`3P=I�98 - .I 12" RCP LPA YEO BTUMINODS COI Cfrr E RBA '-1 v - -'PROP-20'G---G_-30ADJADJ B0. 12RCPS 4 1 112 RCPc-- ' ' E BO _M 1 k 1523 S._ _ �. ._ yflS 7AN,1 Ti- .. G ,tea. __ _ _ _ r_ - I ILP F��8 8 3(fi41846'-. >.,._.�1 1 _ r.,..,. *r a,."e, _.x4_-.'_. ABAN B O')' i- F -r E- (4 E E-._ABAIJ B �_ f5 -- 50 oo- PROP 15 12 1RCPT l .. ., A( B6(Pf _- ,_ APPFOXMA TE STREET LCCAAON LIN£ `LONf,P.E IF NLfWALK .'T /A�" S _ 6 _ b3IIR[DGE ARE�T B- ! �K b- A C �'N/f C/ry q'SA T� Z M nD 5Pf �ISHNG - -- -- -- _ H l P R a P N�GRID-LLC N 1M -BOOK 24351 PAGE 56 I �,pp O / EXISTING'Pi1VORANT pRAINAGE '�.� TO BE ADJUSTED \- / O r r 1 \ INV.-7.75EC -__I_ELECTRIC EXISTING TELEPHONE AICD 2 L / - TO NEW GRADE - z _ n_t'T cu 1 ' l l`� 1"E% TBA C ER TO OMH NO ) PROPOSED BACKWALL STA. 6+072 Tt/CAP AND ABANDON $TO BE CLEANED AND ELECTRIC OUCTBANKS AT T -- 1ST. ELECTRIC RUC NK ONCECT 2 _4 FROM STA. 2G St PROP. CURB BOX WITH CURB STOP o ! I $Y FROM LIGHTING PLANS FOR ABANDON EXISTING ELECTRIC /1�' ADDITIONAL INFORMATION) PROP. 2" CORP. COCK OUCTHANK FROM STA 2+1St ' d YYY RETAIN EXISTING TELEPHONE PROP. DIRECT TAP AT ' LEGEND - DUCTBANK FROM TMH 50-2 EXIST. 6" WATER LINE' ' ® DRAINAGE STRUCTURE DRAINAGE STRUCTURE TABLE Structure IN IN IN IN OUT ICOMMENTS j 3 CS C84 DMH2 DMH-1 9.18 9.01 9.20 8.97 DRAINAGE STRUCTURE TABLE DATA DMH2 ' NOTE: - INV. IN INV. OUT DMH-2 7.97 ].97'OUTIET LOWERED DUE TO VERIZON DUCTBANK 1. WORK PERFORMED BY OTHERS INCLUDES TELEPHONE CABLES TO STRUCTURE TYPE STATION OFFSET RIM ELEV. ELEV. + ELEV. s COMMENTS BE TRIMMED & REMOVED AND CONDUITS TO BE PLUGGED AT CBCI-3 9.26 MANHOLE WALLS. CONTRACTOR IS RESPONSIBLE FOR ABANDONING 1 DMH 3+53 R 10.01106 9.09 9.09 8.99 - CBO-4 9.18 TELEPHONE MANHOLES (SEE SPECIAL PROVISIONS) AND SHALL 2 DMH 3+54 R 31.0 13.18 - 8.89 GIT. (CB TO OMH) DMH7 SCHEDULE AND COORDINATE THIS WORK WITH VERIZON. 3 CBCI 3+53 L 11.0 13.04 9.19 4 CBCI 3+43 R 29.0 12.69 - 9.19 - DMH-5 10.53 10.37 5 DMH 2+37 R 9.5 13.91 10.32 10.22 - CB-6 1 11.66INV.RAISED DUE TO CLASS 8 ROCK 6 ce 1+88 R 12.0 14.34 10.84 CB 6 CBGI 8 CBG19 'SHALLOW STRUCTURE DUE TO CLASS B ROCK ] CB 1+88 L 5.5 14.47 1174/10.]8 10.68 WITH DMH FR. & COVER DMH-7 11.39 11.58 12.42 11.36+INV.RAISED DUE TO CAS BROCK °mm 8 GI 1+88 L 12.0 14.34 - 11.84 - CBGI-8 1 12.14'INV.RAISED DUE TO CLASS B ROCK rcym + PROPOSED INVERTS SHOWN ARE FOR INFORMATIONAL PURPOSES CBGI-9 12.801 ONLY AND SHALL. BE VERIFIED IN THE FIELD. . mc7ssDOT MASSACHUSETTS DEPARTMENT OF TRANSPORTATION N GAUSEWAYIPARK Highway MASS. �ONFA � 6�ET s his HIGHWAY DIVISION TITLE INDEX TITLE SHEET AND INDEX PLAN OF CAUSEWAY PARK INDEX AT DANVERS RIVER ' SHEET NO. DESCRIPTION IN THE CITY OF THE MASSACHUSETTS-HIGHWAY DEPARTMENT 1988 STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES,THE ENGLISH EDITION OF SUPPLEMENTAL SPECIFICATIONS DATED JUNE 6,2006, 1 '-- TITLE SHEET AND INDESSALEM LA1 E� THE AMENDMENTS TO THE STANDARD AND SUPPLEMENTAL SPECIFICATIONS,THE 197 LEGEND AND ABEREVATIONG L CONSTRUCTION STANDARDS,THE ENGLISH EDITION OF SUPPLEMENTAL DRAWINGS DATED APRIL J GENERAL NOTES 2003,THE 203"MAN UAL ON UNI FORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" WITH LATEST REVISIONS,THE 1990"STANDARD DRAWINGS FOR SIGNS AND SUPPORTS."AND THE 4 GEOTECHNICAL PUN 2004 EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK.WILL GOVERN. ____ CONSTRUCTION DG ESSEX COUNTY TYPICAL s10 ----'— coNs]RJcnory DETAELs CN PING 1IS ORANA EDETAILS ,1 DaHTINGANDLAN FEDERAL AID PROJECT NO. (NFA) 10.15 LIGHTING AND LANDSCAPE PUN 1S LIGHTING DETAILS LANDSCAPE DETAILS 19 —�� PIER DEMOLITION PUN AND NOTES 20 p1 ER RAN AND ELEVATION ( BEVERLY 21 PIER FRAMING PUN AND DETAILS Z IfV ,� Z[ PIER RAILING DETAILS 7>• " U DESIGN DESIGNATION NORTH RIVER DESIGN SPEED N/A A DT(2008) N/A ADT(2028) NIA Y+ 1('� !%� K NIA D N/A NT(PEAK HOUR) N/A _ Z G' T(AVERAGE DAY) N/A t ' DHV N/A DDHV N/A FUNTIONALCLASS N/A Y .i F''5, 41 L X I A NO PROJECT l~ � .8l �`» STA. 6+64 N 302161.07 ' - F E 821362.47CONVENTIONAL SIGNS =„.,r J }rtii�`r,v. s COUNTY.CITY,OR TGWN SOVN=PAY ®^—•—•— COUNTY,CITY,OR TOKN SIDE USE " " """ ' ^^••�-�'�'^^� S .L � STk EGIN P00 FENCE LINE x—X—%—x [�,t� Al 30,2096.69 s36•oa 42 -W 2-W 2+� ,.' SALEM ;v E 621761.66 BASE UNE OR SURVEY LINE PROGRESS SUBMITTAL „ � BEVERLY HARBOR I R RIGHT OF MY UNE . ..... ..... ... 535]8 1iv 'I Sas colgre:ar�E =ssBono',MA 02210 CULVERT THIS SUBmD7A... FOR REVION RETNNINGWALL /` '1d 'E^-^- �,4) 1 j �2�§\ . I OURPOSES ONLY.9 ISRI IS NO INTENDS) NR p T r L BIDDING PURPOSES. ;5 GJARD RAL C STONEWALL g TREE LINE NOTICE OF INTENT SUBMISSION JUNE 28,2012 a 350 0 350 700 3 PROPOSED— SURF ' e PRE-SENT... .._ SCALE,• =150' S-UR.FAC_ .. I fflaudx^eTD OT s _ JM Highway LENGTH OF PROJECT=664 FEET=0.12 MILES PREPARED BY: RECOMMENDED FOR APPROVAL JAMBS V• i^' nT 318 MsilM o ELEVATIONG """"""""""" " "' , BmbA IJA N216 10,20 CHIEF ENGINEER OATS e - DEPARTMENT OF TRANSPORTATION APPROVED '•*, , FEDER%L HIGHWAY ADMINISTRATION APPROVED: I `y DMSION ADMINISTRATOR DATE ONISION ADMINISTRATOR DATE 1 SALEM ' CAUSEWAY PARK PAVEMENT MARKING NAss �o.WxF. .ro 6X�? E*uR GENERAL SYMBOLS SYMBOLS ABBREVIATIONS rPaecT FILE No. sosn PROPOSED EXISTING _ PROPOSED EXISTING _ ASAN. ABANDON LEGEND AND ABBREVIATIONS ' xa. MAIL BOX SL ADJ ADJUST Ow" - .=......................... STOP LINE - 12' B BANK `'" DRAINAGE MANHOLE BC BOTTOM OF CURB OvuH STEAM MANHOLE ®CW -_--- CROSSWALK @ BASELINE ' " -"= ELECTRICAL MANHOLE SWLL BO BY OTHERS O" V'' .—_ SOLID WHITE LANE LINE-8' B.V.W. BORDERING VEGETATED WETLAND Om TELEPHONE MANHOLE BVA.L BROKEN WHITE LANE UNE (10' LINE, 30' SPACE TYP.)-6' CAB. CABINET SEWER MANHOLE SWEL SOLID WHITE EDGE UNE-6' CC CURB CORNER OWW" WATER MANHOLE YGL --'- YELLOW GORE LINE-12" CCVE CLOSED CIRCUIT VIDEO EQUIPMENT HYDRANT OYq. .._ DOUBLE YELLOW CENTER LINE-6° CEM. CEMENT ' SWCHLCIT. CHANGE IN TYPE CATCH BASIN & CURB INLET ,A,� -- SOLID WHITE CHANNEUZATON LINE-12° CLDI CEMENT LINED DUCTILE IRON CATCH BASIN --- WHITE GORE UNE-12' CONS. CONCRETE .FA " FIRE ALARM BOX SYEL ----- SOLID YELLOW EDGE LINE6" CONST. DROPI INLET `� '"` PARKING METER BYa ---._--__-- BROKEN YELLOW CENTER UNE (10' UNE, JO' SPACE TYP.)-fi' 01 DROP INLET SYCLDIA. DIAMETER , ' = ELECTRICAL GROUND '�— SOLID YELLOW CENTER UNE - 6' OWLL DIP DUCTILE IRON PIPE DOTTED WHITE LANE LINE - 6" 2' LINE, 4' SPACE GAS GATE - - � -� "- -- ( DW DON'T WALK-PORTLAND ORANGE W.a nP WATER GATE '1 PAVEMENT ARROW & LEGEND EL ELEVATION `V EXIST. EXISTING rcv GATE VALVE TWO WAY YELLOW RAISED PAVEMENT MARKING F & C FRAME AND COVER Els RIP RAP D ONE WAY WHITE RAISED PAVEMENT MARKING F & G FRAME AND GRATE ' __ ► ONE WAY YELLOW RAISED PAVEMENT MARKING FDN. FOUNDATION --• -a�--o- OVERHEAD CABLE FDW FLASHING DON'T WALK-PORTLAND ORANGE - FET FLARED END TERMINAL CURBING FR FLASHING CIRCULAR RED CONTOURS FT FEET WATER PIPE (SIZE & TYPE OF MATERIAL) ML FLASHING RED LEFT ARROW ' ._�--!I........ FENCE (TYPE) FRR FLASHING RED RIGHT ARROW _ - - -- - GUARD RAIL FY FLASHING CIRCULAR YELLOW G CIRCULAR GREEN le(WT.) DRAIN PIPE TYPE OPTION (DOUBLE UNE 24" AND OVER) GL GREEN LEFT ARROW OR GREEN RIGHT ARROW —S --- SEWER MAIN GRAN. GRANITE —E— --- ELECTRIC DUCT GSL GREEN SLASH LEFT ARROW —G— --- GAS MAIN GSR GREEN SLASH RIGHT ARROW GV GREEN VERTICAL ARROW —W— --- n _- WATER MAIN HMA HOT MIX ASPHALT —i- --------f'------- TELEPHONE DUCT HP HIGH PERFORMANCE PROPERTY LINE LP UGHT POLE LT LEFT Lt=S RAILROAD LINE MAX MAXIMUM ——-o- FENCE (SIZE AND TYPE NOTED) MIN MINIMUM IABEL/DAiE 4AX-4JN-F CITY, TOWN, OR COUNTY LAYOUT MSE MECHANICALLY STABILIZED EARTH STATE HIGHWAY LAYOUT (S.H.LD.) O .C. OVERILNAP ONIRACT --- ---EASEMENT LINE O.C. ON CENTER ' —C— --L— PROPERTY UNE OHW ORDINARY HIGH WATER OP STREET LIGHT POLE OPT. DRAIN AIN PIPE OPTION STREET UGHT POLE SINGLE LUMINAIRE PBS PRINT BOTH SIDES ' } c UTIUTY POLE (NO. OF POLE & TYPE OF UTILITY) PC POINT OF CURVATURE >uT GUY POLE PCC POINT OF COMPOUND CURVATURE PED PEDESTRIAN ® WHEELCHAIR RAMP PRC POINT OF REVERSE CURVATURE UTILITY POLE AND LIGHTING MAST ARM PROP. PROPOSED PROV PROVIDED ' SHRUB PT POINT OF TANGENCY TREE PWW PAVED WATERWAY 5 O •--^ TREE/BRUSHUNE R CIRCULAR RED LIMIT OF BORDERING R&D REMOVE AND DISPOSE VEGETATED WETLANDS R&S REMOVE & STACK R&R REMOVE & RESET , FLARED DE D SECTIO ND R&T REMOVE & TRANSPORT RCP REINFORCED CONCRETE PIPE y RD. ROAD �� ..-.-..-... DIRECTION OF TRAFFIC FLOW REC. RECORD RET. RETAIN REM. REMOVE '--- REMOD. REMODELED RL RED LEFT ARROW E RPM RAISED PAVEMENT MARKING RR RED RIGHT ARROW RT RIGHT ' ST. STREET STA. STATION SUB. SUBMITTAL e TC TOP OF CURB TE TERMINAL END TS TRAFFIC SIGNAL TYP TYPICAL ' UP UTIUTY POLE a a i VAR. VARIES e VGWA WETLAND AREA WALK- - W WALK-LUNAR WHITE S WHEELCHAIRWCR RAMP WWF WELDED WIREFABRIC ' cow Y CIRCULAR YELLOW YL YELLOW LEFT ARROW ixo YR YELLOW RIGHT ARROW SALEM CAUSEWAY PARK MA55. aNFP� X,. sxEEis PROJECT FILE NO, B05f¢t GENERAL NOTES: GENERAL NOTES 1. SURVEY CONDUCTED BY NITSCH ENGINEERING IN MARCH 2010. ' 2. THE ACCURACY AND COMPLETENESS OF UNDERGROUND UTILITIES AS SHOWN ON THE PLANS ARE NOT GUARANTEED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE EXACT LOCATION, SIZE, TYPE ETC. OF ALL UNDERGROUND UTILITIES THAT MAY BE AFFECTED BY THE WORK. ALL TOWN—OWNED UTIUTY STRUCTURES, WITHIN AREAS AFFECTED BY THE WORK SHALL BE ADJUSTED TO NEW LINE AND GRADE AS DIRECTED BY THE ENGINEER. ANY UTILITY POLES AND/OR GUY POLES, WITHIN AREAS ' AFFECTED BY THE WORK, SHALL BE REMOVED AND RESET BY THE RESPECTIVE UTILITY COMPANY. ALTERATIONS TO UTILITIES NOT OWNED BY THE CITY SHALL BE MADE BY THE RESPECTIVE UTILITY OWNERS. 3. EXISTING UTILITY LINES INDICATED OR NOTED ON THESE DRAWINGS ARE SHOWN AS OBTAINED FROM EXISTING INFORMATION AND ARE ONLY APPROXIMATE IN LOCATION. EXISTING UTILITIES OTHER THAN THOSE INDICATED ON THIS DRAWING MAY BE ON THE SITE. THE CONTRACTOR IS WARNED TO ' PROCEED WITH CAUTION WITH ALL WORK, ESPECIALLY EXCAVATION WORK, THE CONTRACTOR IS TO MAKE ALL POSSIBLE INVESTIGATIONS AS TO POSSIBLE UNMARKED UTILITY ONES. BEFORE DESIGNING, EXCAVATING, BLASTING, INSTALLING, BACKFILLING, GRADING, PAVEMENT RESTORATION, OR REPAIRING, ALL UTILITY COMPANIES, PUBLIC AND PRIVATE, MUST BE NOTIFIED, INCLUDING THOSE IN CONTROL OF UTIUTIES NOT SHOWN ON THIS PLAN. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN. CONTRACTOR SHALL NOTIFY ' DIG—SAFE, AT LEAST 72 BUSINESS HOURS BEFORE ANY CONSTRUCTION BEGINS, AT 1-888-344-7233. f 4. ALL EXISTING DRAINAGE UNES TO BE RETAINED SHALL BE CLEANED AS DIRECTED BY THE ENGINEER. 5. CATCH BASIN AND MANHOLE FRAMES AND GRATES/COVERS SHALL CLEARLY AUGN WITH THE OPENINGS IN THE PRECAST STRUCTURES. 6. THE DATUM IS AS FOLLOWS: HORIZONTAL: NAD83 VERTICAL: NAVD08 7. THE CONTRACTOR SHALL SET BARRICADES, WARNING LIGHTS, AND OTHER PROTECTIVE DEVICES THAT ' ARE NECESSARY, IN THE JUDGMENT OF THE ENGINEER, FOR THE PROTECTION OF THE PUBLIC. 5. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND GRADES IN THE FIELD BEFORE COMMENCING WORK AND PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. WHERE THE CLEAR INTENT OF THE NEW WORK IS TO MATCH EXISTING CONDITIONS, THE FIELD DATA SHALL GOVERN. 9. ALL ITEMS DESIGNATED 'REMOVE' AND NOT RELOCATED AS PART OF THIS PROJECT, AND DETERMINED ' TO BE IN SALVAGEABLE CONDITION BY THE ENGINEER, SHALL BE DELIVERED TO A STORAGE YARD OR AS DIRECTED BY THE ENGINEER. 10.ALL EXISTING PAVEMENT SHALL BE SAW CUT TO A NEAT UNE WHERE IT MEETS PROPOSED CONDITIONS. 4 11.ALL GRASSED AREAS DISTURBED BY CONSTRUCTION AND NOT COVERED BY PAVEMENT, „ STRUCTURES, STONE, ETC., SHALL RECEIVE 4' OF LOAM AND SEED. 12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LEASING OR OTHERWISE OBTAINING LAND NECESSARY FOR CONSTRUCTION STAGING AND/OR FOR STORAGE OF CONSTRUCTION MATERIALS AND EQUIPMENT. ' 13.ALL WATER, SEWER AND DRAINAGE STRUCTURES WITHIN THE UNIT OF CONSTRUCTION, 1 SHALL BE ADJUSTED UNLESS OTHERWISE SPECIFIED OR DIRECTED BY THE ENGINEER. 14.ADDITIONAL NOTES ARE INDICATED ON THE VARIOUS PLANS INCLUDED IN THE CONTRACT DRAWINGS. 15.ALL EXISTING SIGNS ARE TO BE R&D UNLESS OTHERWISE NOTED ON THE PLANS OR DIRECTED w BY THE ENGINEER. 15-LOCATIONS OF PROPOSED SIGNS, TREES, ETC. ARE APPROXIMATE ONLY; THE EXACT LOCATION 4 SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. e ' 17.AREAS OUTSIDE THE LIMITS OF WORK DISTURBED BY THE CONTRACTOR DURING CONSTRUCTION ` SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AT THE EXPENSE OF THE CONTRACTOR. � 18.LIMI7S OF WORK HAVE BEEN SET ON THE PLANS. HOWEVER, THESE MAY BE EXTENDED OR g REDUCED AT THE DISCRETION OF THE ENGINEER TO MEET WITH FIELD CONDITIONS. e 3 A i s g� 3 e wm ��x 1 SALEM NOTES;. CAUSEWAY PARK ' 1. NO BORINGS ARE PROPOSED FOR THIS PROJECT THIS HISTORICAL DATA HAS BEEN REPRODUCED FOR REFERENCE PURPOSES. 'TA- XO "`Y MA55, o.uNFA w 5 Mrz 2. ALL DIMENSIONS ARE IN SI UNITS UNLESS OTHERWISE NOTED. - PROJECT FILE NO. easel 3. BORINGS ARE FROM DATA ACCOMPANYING REPORT GEOTECHNICAL PLAN ' OF SPECIAL COMMISSION TO LEGISLATURE 1912. - STA 1+90k STA. 6+102 ' CAUSEWAY PARK III EXISTING CAUSEWAY CAUSEWAY PARK �EXISTING ROADWAY PROFILE ' GRAVEL& SAND ALL'0.4{-DryI� '--- -----1 1 EXISTING RIPRAP & FINE ARM YELLOW SAND 1.4 CONCRETE ABUTMENT ' FIRM COARSE SMD 0]4 O.bl BEACH SMD ORIGINAL GROUND PRIOR TO 1916 �- MEAN HIGH WATER 1916) HARD CUY 0.41 'D.91,�� ARM YELLOW DUT t- - Mr-MITLE SAND ROCK UEDGE 0.46 ARM SARD"- -f,IAY._.._.._. ' 0.53 VERY FIRM YELLOW CLAY SAND & SHELLS 0.61 ........ 0.61 0.48-_.-......�-._ - 56 Slli-&'-SHELLS - .-.........-- :69'SCF-&'SXELk9""'- -.. \•. O.fi3 HARD FlNE SMO SILT&-SHELLS'OQY-""_--- �+- - - -059 SILT& SHELLS SALEM CITY BASE VERY FIRM YELLOW CUY 0.71 11 0.63 COARSE SILTY SANG 0.3fi 0.36 COMSE SANG 0.74 FIRM FINE YELLOW SAND & CLAY _ 1.45 1.07 FlRM CLAY & SAAP"-- D STIFF BLUE CUY 1.6 (1) O.W (2) (3) (4) (0-1916 BL IN FEET) / \ STARM YELLOW CI-AY1.22 FF BLUE CUT 2.54 2.51 STIFF BLUE CI-AY 0'86& VERY FINE SAND ' HMO MICACEOUS SAND 0.4] O.fi3 0.0]HARD COURSE SAND 3.91 STIFF BLUE CI-AY ARM FlRM BLUE CUY 1.11 ARM BLUE CUY 0.43 HARD CLAY SMD ROCK LEDGE / AND GRAVEL HARD FINE SMD 3.50 ROCK LEDGE 1.12 HMO SAND GRAVEL AND YELLOW CLAY 0.63 COARSE SAND & STONES & BLUE CUY ' LITRE GRAVEL ROCK LEDGE 0.69 HMO FINE BUCK SMD, VERY UTTLE GRAVEL ROW DOE ROCK LEDGE BORINGS - HISTORICAL ' SOURCE: ESSEX BRIDGE CONTRACT PLANS 1916 SHEET 1 OF 9 SCALE: HORIZONTAL: 1'=20' VERTICAL 1'=8' 1 -0' V-9. 21'-0' 21'-0' 8'-6' 2'-0' t 8 GRANITE BLOCKS CONCRETE BASE 'F ''SLOPE PAVING SLOPE PAVING \ APPRO% EL 9.64 APPROX EL. 8.64 ^�""' S 8 FILL OF CLEAN COURSE OLD PILES AND GRAVEL AND SANDS� RIPRAP 3 14V RIPRAP BRACING LEFT +� /- € IN PLACE 7� iJ (� (ORIGINAL_GROUND PRIOR TO 1916) _ _-__ .,.._ _ .._.... _ __....._. _ _..�.- \� ✓ ��-- ._� •G.J " =TM-7= S. ':_,rte ..•-'�� ..........� _..... _ _.- _ ✓ 8 ELEV=0CI SALEM CITY BASE v STA 2+50 (1916 BL) LL e wmm $ TYPICAL SECTION - HISTORICAL SOURCE: ESSEX BRIDGE RECORD PLANS 1918 SHEET 1 OF 8 _ $ SCALE: Y4' = 1'-0' _ ouo tl 1 EXISTING CONSTRUCTION SALEM � CAUSEWAY PARK IIALF VARIES V-0° VARIES 12'-0° 12'-0" MASS °'�LFA5. sn LANDSCAPED AREA SIDEWALK LANDSCAPED AREA TFAVELWAY TRAVELWAY PROAEET FILE NE. cosi. ' PROP. GRANITE TYPICAL SECTIONS CURB TYPE VB 1.51 21 21 1.51 VARIES MEET E%157 GRADE PROP. 4° CEM. CONCRETE PROP. 1," HOT MIX ASPHALT MODIFIED TOP COURSE WITH PROP. 2W HOT MIX ASPHALT BINDER COURSE ' PROP. B" GRAVEL BORROW PROP. 12° GRAVEL BORROW PAVEMENT NOTES PROPOSED HOT 'MIX ASPHALT PARKING AREA TYPICAL SECTION . CAUSEWAY PARK DRIVE SURFACE COURSE: 4!1" HOT MIX ASPHALT PAVEMENT PIACED IN TWO LAYERS, I " STA 0+25 TO 1+75 2-" BINDER CO IFIED RSE OMA ERIAOP COURSE MATERIAL OVER SUBBASE: 12" GRAVEL BORROW 1 Q coNsrnucnaN ExISnNc PROPOSED CEMENT CONCRETE SIDEWALKS AND DRIVEWAY APRONS SURFACE COURSE: > 6" CEMENT CONCRETE (AIR—ENTRAINED 4000poi, 3/4", 610) 11'-0° 11'-0° IV-0° 10'-0° WITH POLYPROPYLENE FIBER REINFORCEMENT ' PROP. (REBAR REQUIRED AT PEDESTRIAN HANDRAIL LOCATIONS) GUARDRAIL TRAVELWAY TRAVELWAY PARKING STALL SIDEWALK PROPOSED METAL PEDESTRIAN RAILING SUBBASE: 8° GRAVEL BORROW PROP. GRANITE PROP. GRANITE CURB TYPE VB CURB TYPE VB 21 21 1.51 PROPOSED SEDIMENT CONTROL COMPOST FILLER TUBE (TYP.) PROP. 1)/4" HOT MIX ASPHALT MODIFIED TOP COURSE WITH PROP. 2,° HOT MIX ASPHALT BINDER COURSE PROP. 6° CEMENT CONCRETE\ PROP. 12° GRAVEL BORROW \ PROP. 8" GRAVEL BORROW ' TYPICAL SECTION PARKING AREA STA. 2+50 TO 4+25 ' q CONSTRUCTION k PLAZA AREA I V-0° WIDTH VARI 25'-0° CEM. GONG SIDEWALK PLAZA AREA CEM. CONC. SIDEWALK / PLAZA AREA (BRICKS/PLANTED PROP. FLAGPOLE a PROP. TREE (TYP.) 1 r , PROPOSED PINNED AREA WITH PROPOSED PLANED AREA WITH GRANITE EGGING (6° REVEAL). g GRANITE EGGING (6" REVEAL). BACKFILL ENTIRE PEWTER WITH BACKFILL ENTIRE PLANTER WITH LOAM AND MOUND IN CENTER PROPOSED TIMBER PROPOSED LOAM AND MOUND IN CENTER PROPOSED METAL PEDESTRIAN RAILING PLANERPEDESTRIAN RAILING GRANITE BOLLARDS 5 51 1.51 PROPOSED SEDIMENT CONTROL COMPOST FILLER TUBE (TYP.) o o U U e / PROP. 6' CEMENT CONCRETE LL PROP. 8' GRAVEL BORROW \ w m'm TYPICAL SECTION PROP. CEM. CONIC. PAVERS \ LANDSCAPED PARK AREA w z 4 a STA. 4+25 TO 6+10 SALEM CAUSEWAY PARK ' MIA.ASS. ONNFA 8 S$3 PROJECT FILE NO, 905131 CONSTRUCTION DETAILS , "LEVEL LANDING" SHEET i OF 5 "LEVEL LANDING' 1.5% SLOPE FOR DRAINAGE /1.5% SLOPE FOR DRAINAGE PROP, CEM, CONC. 24' DEPTH OF DETECTABLE 24' DEPTH OF WHEELCHAIR RAMP ' WARNING PANEL DETECTABLE WARNING PANEL TRANSITION LENGTH REFERENCE POINT _oW ]5% & "1 7.5% 3 , SIDEWALK o SIDEWALK SLOPE SIDEWALK ¢ 3 7.5% :: :. : PROP. GRAN. REFERENCE POINT-/' CURB (6" REVEAL) PROP. LOAM AND SEED D1,.., HIGH S10E V-0' LOW SIDE ' PROP. GRAN. TRANSITION CURB DECREASING GRADE PROP. ' - GRAN. CURB NOTE DETECTABLE CONSTRUCTION STANDARD E 107.6.5 (AUGUSELS ARE TO BE INSTALLED T 2010) WITH N T OWHRCONSTRUCTON LE WARNING STANDRD E 107.6.5 (AUGUSELS ME TO BE INSTALLED T 20100)RORCE RAMP REFERENCE DEPTH OF WIDTH OF TRANSITION LENGTH RAMP REFERENCE DEPTH OF WIDTH OF ROADWAY TRANSITION LENGTH ' WCR # POINT SIDEWALK LANDING RAMP OPENING RD SLOPE (%) WCR # POINT LEVEL LANDING RAMP OPENING GUTTER HIGH 510E LOW SIDE STATION DFFSET (D1) (W1) L R STATION OFFSET (D1) (Wt) SLOPE (%) 7 1+36.80 23.6' LT 4'-0' 6'-0' 10'-0" 7.5% 3 4+05.22 29' R 5-0" 6'-0' 0.5% 7-2' 6'-3' , WHEELCHAIR RAMP DETAIL "1" _ WHEELCHAIR RAMP DETAIL "3" NOT TO SCALE NOT TO SCALE ' L TRANSITION LENGTH 24' DEPTH OF DETECTABLE ' WARNING PANEL 3 p REFERENCE POINT ecyr RAMP i n Flo (MAX) { 9 v I TOTAL LENGTH s 22'-0' i ••e•Dt ' 8 BACK OF SIDEWALK 6'-0' 10-0" 6'-0' 3 NOTE: DETECTABLE WARNING PANELS RE TO BE INSTALLED IN ACCORDANCE WITH CONSTRUCTION STANDARD E 107.6.5 (AUGUST 2010) n PROPOSED PROFILE GRADE RAMP REFERENCE DEPTH OF LEVEL WIDTH OF TRANSITION LENGTH 'I ' WCR # POINT SIDEWALK LANDING RAMP OPENING AND SLOPE (%) STAPON OFFSET (D1) (W1) L R 5 � 2 1+75.75 17.8' LT 4'-0" 4'-O" 14'-10' 2.3% 2 4 1+45.08 17.2' RT 4'-0' 6-5" 6'-8" 6.4% NOTES: 1. SPEED HUMP TO BE CONSTRUCTED AT CROSSWALK, BETWEEN PROPOSED CURB 5 1+29.23 16.0' RT 4'-0' 4'-0' 9'-0' 5.2% LINES WIH A WIDTH OF 24' AT APPROX. STATION 2+00. F 6 0+94.20 16.0' RT 4'-D' 4'-0' 6'-0" 6.0% 2. SPEED HUMP PAVEMENT MATERIAL SHALL BE HMA MODIFIED TOP COURSE MATERIAL , - 8 7 0+65.70 16.0' RT 4'-0' 4'-0" 13'-0" 7.5% x 1 WHEELCHAIR RAMP DETAIL "2" FLAT-TOP SPEED HUMP wmm NOT TO SCALE NOT TO SCALE ' SALEM CAUSEWAY PARK 2'-6. MA99. NNFA ;' sK�¢is 3" 3" 9" 9' 3' 3" PROJELT FILE NO. BB 9131 CONSTRUCTION ILS SHEET SHEET2 OFOF5 ]/'x21ABOLT SLOT 9'-9" ' TA"xWA' BOLT SLOTS (TYPJ STEEL PLATE ]A' THICKNESS 1 "3"4` ]"-4 4"3'2T CT SPLICE P eT 11/1fi" CIA. HOLES FOP 1111- LAG SCREWS ('r ) 7A" DIA. HOLES (TW.) 24" 1 3, .< , ' 12" 1111" ENO OF - 45'CHAMFER STEEL PLATE 311" THICKNESS TIMBER RAIL 4]/A 1414' 6 SPACES AT 11' 1414'_11 1/, STEEL RAIL i 2'-0" MIN. tS STEEL RAIL. DETAIL 31A 3 "i _- 1 "/I6" DIP. HOLE. O O O O1111111 ' CENTERED IN 4i STEEL SPLICE PLATE THICK WASHER ]p- x B1h' CARRIAGE BOLT PLATE WASHER WITH HEX NUT h WASHER (TW.) 3- (TYP) PLATE WASHER TA' CIA. VW 6" x 10' x 9'-111h" =R HOLE (TYF.) 1�� T1P. ROUGH SAWN TIMBER RAIL ' w 10" x 12' T-0" ROUGH SAN TIMBER GROUND LINE POST AT 10'-0" CENTERS 010 SLOPE HINGE POINT ,YS�YS"t STEEL RAIL OR FLATTER OF FORESLOPE WWRRAP POST MTH _ 111- RE IT LOAM STEEL SPLICE PLATE • • • • W DIA, x 4' LAG SCREW •s�i•;YS,^'�S WERE CONCRETET ANCHOR PRE-DRILL ]A' HOLES 3111" DEEP 11" rc 411' CARRIAGE BOLT WITH IN TIMBER RAIL(TY'P.) ' 24• DIA. ROUND ANCHOR IS AN ACCEPTABLE ALTERNATIVE HEX NUT AND PLATE WASHER EDGE OF PAVEMENT 10" x 12' x T-0' OR GROUNDUNE AT REDUCED SIZE ACCEPTABLE IN SOUD ROCK. 5" DIA. x 1" DEPTH RECESS 6" 6- ROUGH SAWN TIMBER POST FACE OF RAIL CONCRETE ANCHOR FOR ELEVATION MEW SHORT GUARDRAIL POST PLAN VIEW POST CONNECTION DETAIL TYPICAL GUARDRAIL CROSS SECTION 1 STEEL—BACKED TIMBER GUARDRAIL (PLAN) STEEL—BACKED TIMBER GUARDRAIL (SECTION) ' NOT TO SCALE NOT.TO SCALE 1a'-ol l LOP OF PORT 1'BEIDW TOP OF TNBER RAIL 3U 1PAN4Tp1 END I FlNISx V D14. STEEL PIPE, PANTED cpourvo FTM NICKEL WITH COINCR FlNIGH, FlLL WITH CONCflETE g II II II II II II II II II II II II - II II II II II II 1 LJ 5_ II II II II II II � LJ U LI I I I I 5 55 FI NAT!1 G ] NIX ' SIOEWAD( 1'QIANFFIi 8 FINISH GRADE R A- LOAN N RIED S b CRAM WpB UNE OF 9TANOARO PAIL SECTM E%TENDED -1 C'OEX9E TAMED RV9XN STONE g LJ $F.GIlq[{ ( PLAN OF TRANSITION END a [el L 4 ' a PROTECTIVE POST / BOLLARD DETAIL STEEL—BACKED TIMBER GUARDRAIL — END SECTIOommN NOT TO SCALE NOT TO SCALE rcw 1 Vu S A SALEM CAUSEWAY PARK ' 1P9. NNFP —IrT0 0X33n PROJER 11L.NO. 605121 - _PROPOSED TIMBER PEDESTRAIN RAIUNG CONSTRUCTION DETAILS ' FOR DETAILS SEE SHEET 26 SHEET 3 OF 5 1 6' CEM. CONC. SIDEWALK ' !O GAILY. BOLT _ O3" CLR �u I -EXISTING SIDESLOPE +I' GRAVEL BORROW 1 SIDEWALK DETAIL WITH TIMBER PEDESTRIAN RAILING NOT TO SCALE ' 1 20' HIGH FIBERGLASS FLAGPOLE FINISH GRADE IN PLAZA AREA Y j CLASS 4000 Y CONCRETE PSI-------- 2'-0' I2—0 Du. ' F FLAGPOLE FOUNDATION DETAIL ' NOT TO SCALE 0 i LL E 1 a wmm _��u 1 1 ' SALEM CAUSEWAY PARK MA55. MNFA 0 15X22 PROJECT FILE NO. fi05121 ' 6-0' MAN POST SPACING CONSTRUCTION DETAILS GUARD RAL SLEEVE SHEET O OF 3)4"0.D. (EXTRA STRONG) A RAUNG RINGS NOTES: ATTACHMENT BAR 7' O D 1. ALL DIMENSIONS SHOWN ARE HORIZONTAL. ' 3"x 1' GUARD RAIL INTERMEDIATE 1 ') 3" 0.0. RAILING BAR TOP RAILING BAR /t THICK xY4" WIDE 2, ALL RAILS SHALL BE PARALLEL TO GRADES AT TOP OF SIDEWALK AND ALL (EXTRA STRONG) 2 x1' 2•x1• POSTS SHALL BE PLUMB. 3. PLATES. BARS AND BALUSTERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM M709 GRADE 36. SEE O O O O O O O O O O O O O DETAILPfCAL THISCSET RAILING 0. PIPE RAILS AND RINGS SHALL CONFORM TO THE REQUIREMENTS OF ASM A53 t CME 5. H.S.S. SHALL CONFORM TO THE REQUIREMENTS OF ASTM A501 GRACE B. ANCHOR BOLTS, NUTS AND WASHERS TO BE IN ACCORDANCE WITH THE'' B. PROVISIONS OF ASTM DESIGNATION A307. " "1 ALL METAL POSTS AND RAIUNG ASSEMBUES SHALL BE HOT-DIPPED N 7. GALVANIZED IN ACCORDANCE WITH ASTM A123. ALL HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153. PREPARATION AND ASSEMBLY OF MATERIALS FOR WELDING SHALL CONFORM TO THE AWS STRUCTURAL WELDING CODE ANSI/AWS 01.5. 43i• TOP OF SIDEWALK 10. THE RAILING SYSTEM SHALL BE GALVANIZEO AND PAINTED USING AN EPDXY MASTIC COATING SYSTEM WITH A SEMI-GLOSS BLACK AUPHATIC URETHANE ' FINISH COAT. BOTTOM RAILING BAR RAUNG BALUSTERS 2'x1" (S DIAMETER ' RAILING MAIN POSTS q LSOLID) 3'x3'x`9fg' H.S.S. (TYP.) INTERMEDIATE AND BOTTOM RAILING BAR 2"x1" ' 3x-6" HIGH METAL PEDESTRIAN RAILING — ELEVATION ATTACHMENT BAR NOT TO SCALE 3'x1" (TYP.) SLLOT FOR( )DIA BOLT 'GUARDRAIL SLEEVE 3" 0 (TYP.) g• (EXTRA STRONG 3.5. O.D.: 2.9'I.D.) GUARDRAIL 2% 0 Y2" 0 A307 ' 4" 4" (EXTRA STRONG 2.875. O.D.: 2.323' I.D. THREADED BOLT 1916 21X5 21Xs 1I)Ss G,VARDRAIL (TYP.) m 3 D.C. Yq TOP RAIUNG BAIT DA. HOLE 2"xi FOR Y 0 A325 RALNG RING ' H.S. BOLTS W/ ).f.% BAR L ?c LOCK-WASHER (mJ 7 x)/� THICK xN' WIDE (TYP.) DRILL & TAP m HSS 3x}x4fe' 3FAILING" is" Y THREAFOR FOR DED BOUT CT'P.) 'a X IW DIA. INT. RAILING BAR ry 3'x3 x9jew POSE HOLE 2x1' H.S.S. (TYPJ BASE PLATE (TYP.) PLAN M TYPICAL RAILING ' DETAIL AT TOP OF MAIN POST PANEL ATTACHMENT DETAIL 6 NOT TO SCALE NOT TO SCALE L ' ¢ OF RAIL E 4" 1 Y YI F 45' NON-SHRINK LEVELING 8 GROUT AS REQUIRED E IXSPLICELOCK DCAP WELDED 3 GALV. X' 0 A325 TO ENDS OF RAILS 5' NSLEEVE CONNECTION. INSIDE SLEEVE CDIMN.W/ORC ' H.S.S. -WETS R — — X LOCK-WASHER (TP.) 3" 0 GUARDRAIL I 3 • OUTSIDE DIA. OF GUARDRAIL 5 m — �3" 0 GUARDRAIL i BBAS PLATE MP) SECTION A ' NOT TO SCALE DETAIL AT RAIL END CAP TAMPERPROOF NOT TO SCALE SS SET SCREW 6" Y O BACKSIDE OF RAIL o ' u a ELEVATION GUARDRAIL SLEEVE CONNECTION S ATTACHMENT DETAIL NOT To SCALE uo NOT TO SCALE 1 1 SALEM ' CAUSEWAY PARK Mfl99. aNFP« 10 $33� PRWECT FILE NO, 805131 CONSTRUCTION DETAILS ' SHEET 5 OF 5 COMPOST AMENDED FILTER TUBE 2 IN. DEEP x 12 IN. NIDE LAYER OF LOOSE NOTES: COMPOST MATERIAL PLACED ON UPHILL/FLOW 1. PROVIDE A MINIMUM TUBE DIAMETER OF 12 INCHES ' SIDE OF TUBES TO FILL SPACE BETWEEN SOIL SURFACE AND ILL SP FOR SLOPES UP TO 50 FEET IN LENGTH WITH A SLOPE RATIO OF 3H:1V OR STEEPER. LONGER SLOPES OF 3H:1V MAY REQUIRE LARGER TUBE DIAMOF F COMPOST FILTER TUBE TUBES O CREA RA NALER OR ADDIO BERIEE MG REFER E MINIMUM 12 INCHES IN MANUFACTURERS RECOMMENDATIONS FOR SITUATIONS ' DIAMETER WITH AN EFFECTIVE WITH LONGER OR STEEPER SLOPES. HEIGHT OF 9.5 INCHES. 2. INSTALL TUBES ALONG CONTOURS AND PERPENDICULAR TO SHEET OR CONCENTRATED FLOW. 2 INCH X 2 INCH X 3 FEET ' UNIT OF WORK UNTREATEDASTAKES, - 3. NOT INSTALL IN PERENNIAL, EPHEMERAL OR UP TO 5 FT.. APARTPART O OR AS REQUIRED IN INTERMITTENT STREAMS. TO SECURE TUBES IN PLACE. 4. OONFlGURE TUBES AROUND EXISTING SITE FEATURES T UNTREATED HARDWOOD STAKE TO MINIMIZE SITE DISTURBANCE MANO MAXIMIZE (M.) CAPTURE AREA OF STORMWAER RUN-OFF. 5. TUBES FOR COMPOST FILTERS SHALL BE JUTE MESH COMPOSE FILTER TUBE , PLACE STAKES ® 2'-0' DOWN THE v OR APPROVED BIODEGRADABLE MATERIAL RIP RAP SLOPE FROM LIMO N WORN �') ADDITIONAL TUBES SHALL BE USED AT THE i 6 DIRECTION OF THE ENGINEER. pr m B. TAMP TUBES IN PLACE TO ENSURE GOOD CONTACT 13 o WITH SOIL SURFACE. R IS NOT NECESSARY TO , L I U TRENCH TUBES INTO EXISTING GRADE 0 ]. WHEN STAKING IS NOT POSSIBLE, SUCH AS WHEN g n TUBES MUST BE PLACED ON PAVEMENT, HEAVY CONCRETE OR CINDER BLOCKS CAN BE USED EXISTING RIP RAP BEHIND TUBES UP TO 5 R. APART OR AS REQUIRED ' SIDESLOPE d LOOSE COMPOST LAYER TO SECURE TUBES IN PLACE. DIRECTION OF FLOW B. PROVIDE A 3 FT. MINIMUM OVERLAP AT ENDS OF TUBES IN AJ a MINIM ZEOUN MIPEDED FLOW. WRIER JOINING TUBES 1 , `a n SNUGLY AGAINST EACH OTHER TO PREVENT UNFILTERED FLOW BETWEEN THEM. 9. SECURE ENDS OF TUBES WITH STAKES SPACED 18 IN. APART THROUGH TOPS OF TUBES. SECTION PLAN NEW - JGIN DETAIL SEDIMENT CONTROL COMPOST AMENDED FILTER TUBE ' NOT TO SCALE e J 5 F 1 1 1 1 GUARDRAIL DETAILS WATER SUPPLY ALTERATIONS DRAINAGE DETAILS LIGHTING DETAILS LANDSCAPING DETAILS TRAMC SIGNAL DETAILS SALEM CAUSEWAY PARK SrA. 2+30 TO 4+37 LT. SEE BELOW SEE BELOW SEE SHEET No. 14\ SEE SHEET No. 14 M7 . NNFAW 11 S- PROJECT FILE NO, 05121 1 / CONSTRUCTION PLAN 2 SHEET 1 OF 2 1 � L s. 1 EX STING BRIDGE STREET ,a CONNECTOR Q e � 1 III CURVE DATA YAy @CURVE DATA '•�..� STA. 0+05 CAUSEWAY PARK @_ / CAUS10000' RK CAUSEWAY PARK STA. 16+58.38 EXISTING BRIDGE STREET CONNECTOR Q R-10000' 'qPM h .R S, R 200.00• L=126.81' axt .r r L-34.91' ROPOSED T ]3.53' �' °tF T-1750' SEDIMENT CONTROL n & 0 EXIST N 524,499EfYX .� FLe�._:- - CEM�E%ISRB 1 ^''+�.. ! CONG. WALL .^.....w. 00• - ,,,� j ! ROPOSED i. `� & D EXIST 0 METAL RAILING 00'\ 18µl1.0 ' `. P�'T� ...,. °pO i' _ / _ Pc /n ROP 8• WIDE � CROSSWALK AT -[ ROPOSED FULL ,�, ` STRAIGHT RAMP CEM GONG. >` RE Q PROPOSED 18 VAOE _n', SIOEWALK ^ SPEED,TABLE ECONSIR _ _ - .ACE855 r > .:.-_�- - 19T � 1 •,, rl ,,... "M .a,";,p+y \\n _._ t ... q S•fi N PROPOS GRANNIE EDBLOCK _ .1 ARE' PAVING 'ADJ ROH,,2 _ .,,_ .- .Is• 1J� :: 101 W09 Y•.. .n �. - �Y Li ROP-5Z .:: �23CP `0333}B' W �,'— �D ..... iui /s� ......�. N 7' + j _W_ ...PROPOSED `., ROP. - p.: . .,�.. .:..AAWCUT LINE 3 + ... .. n I ROP 113 12 .......... >j"`•.--�.. - J ,.,:: .@. .�R t 8 .p GIT 12• RCP ❑3 _.:. :'!/ A 1 ¢ -- . ::• ;.... .- +ter,. � ._ x c .. 1 n RROP - srr-i r.sa-Iru-ca --�-•u�vr.-� ROP 2 TYPE K WCR I PROR 4Z 12 RC u > y r -COPPER WATER SERVICE WCR/ LEGEND >- ROPI D EAST LANDS. ED AREA CONIC. CURB ® WHEELCHAIR RAMP 1'> "`. 1 s .' ; ROP.10' WIDE D METAL SEDIMENT CONTROL M. EXIST R POSE , d O DRAINAGE STRUCTURE CEM. CONC. P ESTRIAN RAILING CONIC. WALL 3 SIDEWALK GIN AT STA. 2+00± 70POSED u ((FOR DETAILS & D EXIST SEE SHEET 9) J METAL RAILING 1 - ROTECTIVE POST DRIANAGE OUTFALL d / STEEL BOLLARD INV.-7.75 € DRAINAGE STRUCTURE TABLE DATA SPACED AT 5'-6. O.C. STRUCTURE TYPE STATION OFFSET RIM ELEV. IE�EV. INV. OUT COMMENTS 3 1 DMH 3+53 R 15.0 12.96 2 CB 3+54 R 31.0 13.18 _ _ C.I.T. 3 CB 3+53 L 11.0 13.04 6 4 CB 3+43 R 29.0 12.69 - - - 5 DMH 2+37 R 14.5 14.37 - - - y 6 CB 1+88 R 12.0 14.34 - - - 1 ^z 7 CB 1+88 L 12.0 14.34 - - - o_ 8 a � 1 o m � $PALE IN FEET �u 8 0 10 20 W 60 F GUARDRAIL DETAILS WATER SUPPLY ALTERATIONS DRAINAGE DETAILS LIGHTING DETAILS LANDSCAPING DETAILS TRAMC SIGNAL DETAILS SALEM CAUSEWAY PARK ' SEE PREVIOUS SHEET SEE BELOW SEE BELOW SEE SHEET No. 15 SEE SHEET No. 15\ - MA95. No 13 6}3R PROJECT FILE NO. E05121 CONSTRUCTION PLAN ' SHEET 2 OF 2 i!T r-P } ROPOSED SEDIMENT CONTROL & D EXIST CONIC. CURB EM. EXIST CONIC. WALL ROPOSEO UMBER - & D EXIST PEDESTRIAN RAILING ROPOSED PRECAST ' METAL RAIUNG BEGIN AT STA. 4+77f CONCRETE PAVERS _ s__ T___a__ ,�_ I--I ____ __—_ -- e __ I 1 s ^.1-R PROPOSED 18 WIDE PROPOSED' `' ROP( ROPOSEO / r /sOCE35 GATE y, r ROU' , BENCH (.TYP} _..P.tJWTED-AREA / RUCTION RCONS LER 101 - ...-_._. .._-.. .PLANTED-AREA -- ) SSEE.SXgF,,5:23 26) z W GRANITE BOLLARDS PROPOSED x!/- PROPOSED. PROPgSED TVp r , i i GRANITE BLOCK ' lil O;+ PAVING � ROPO$EO ��N>VCL6 RACKS I�) o — v izi4 X40. _ 33'18 5 b 0+00 _ � Z. ROP. � � i Q "� TVGC_T i __ i .. a r f >r ' � 4. 'CIT E2 RCP O r _.. < .. \\ 3 r ..: .. .. J ROP. PROPOSED YARD, HYDRANT DRINKING FOUNTAIN --0[..Il EXIST ROP. CEM CONIC. PLANTED CONIC CURB'""""" —SIDEWALK_/ PLAZA AREA PLANTED AREk' WITH PAL E%jt NTSCORING/PATTERNMIG _— -...-.. .. ROPOSED METAL EM. EXIST PEDESTRIAN RAILING 85 RDIMENT CONC. WALL BEGIN AT STA. 2+00:1,SEDIMENT CONTROL & D EXIST (FOR DETAILS METAL RAILING SEE SHEET 9) € MISTING DRAINAGE OUTFALL INV.=7.75 r J E 1 a S SG1LE IN FEET 0 10 ZO 0 60 i .1 SALEM CAUSEWAY PARK MASS. MNFA� SNRn NOTES' NOTES' PROJECT FILE NO. 405131 I.ALL SECTIONS SHALL BE DESIGNED FOR 1,ALL SECTIONS SHILL BE DESIGNED FOR HS-20 LOADING. H5-20 LOADING, DRAINAGE DETAILS 2.PRGVIDE V KNOCKOUTS FOR PIPES WITH FINISH 2.COPOLYMER MANHOLE STEPS SHALL BE 2" MAN. CLEARMICE i0 OUTSIDE OF PIPE. GRADE INSTALLED AT IY O.C. FOR THE NLL MORTAR ALL PIPE CONNECTIONS. 8" 24' DIA. 8" 5, DEPTH OF THE STRUCNRE. ACCESS I ' 3.JOINT SEALANT BER4EEN PRECAST SECTIONS PROVIDE Y KNOCKOUTS FOR PIPES WITH SHALL BE PREFORMED BUM RUBBER. SEE Y MAX. CLEARANCE TO OUTSIDE OF PIPE. 6, MORTAR ALL PIPE CONNECTIONS. 4,CATCH BASIN FRAME AND GRATE SMALL NOTE 5. BE SET IN FULL MORTAR BED.ADJUST ];_, JOINT SEAJANT BETWEEN PRECAST SECTIONS A ALTERNATE ECCENTRIC ONE SECTION TO GRADE WITH CIAY BRICK AND MORTAR 5. SHALL BE PREFORMED BUTYL RUBBER. I (2 BRICK COURSES TYPICALLY. 5 BRICK 6. COURSES MAXIMUM) DRAIN MANHOLE FRAME AND COYER FINISH SHABE SET FUMORTAR BED. GRADE o LL IN FULL MORTAR Q� ADJUST TO GRACE WITH cur BRICK AND B2C 8 MORTAR (2 BRICK COURSES TYPIGLLY, 5 WuUWi W m BRICK COURSES MA%IMUM) a STEPS, SEE W ". ' SEE NOTE w o w of NOTE 2 SEE NOTE 4. z LU of . < SHELF TO BE CONCRETE �� N o FORMED AT A SLOPE OF ' wvU'i rm " J' 413DIA (MIN.) 1" PER FOOT. VLU of o ,o 48" DIA. MIN �p U W a � SEE NOTED '^ ........... OUTLET OUTLET CIA. VARIES m z o DIA. o 0 INVERT VARIES E w DIARIES W yl ------------ o N - . m a zDIE o W 12 LIT TYP) z 12" COMPACTED W GRAVEL p N C `T ' zIWiI 12" ' COMPACTED SUBGRADE (TVP) CEMENT CONCRETE INVERT GRAVEL ��v r i% / /Y > COMPACTED SUBGRADE ' CATCH BASIN (CE) WITH HOOD DRAIN MANHOLE NOT TO SCALE NOT TO SCALE 1 SO J 3 1 � , s' s 1 o a s 1 8 1 �O Is N SALEM CAUSEWAY PARK ' MP39. NNFA 13 5M33R PRWECT FILE NO. W5131 LIGHTING AND LANDSCAPE PLAN A / SHEET 1 OF 2 C �cf� EXISTING BRIDGE STREET CONNECTOR o �l / 00 1 TO REM LIGHT POLE EXISTING POLE "; TO REMAIN I^I is 1 UPPcS 1 UAPcS ».� i`rya _ .__ t h LOAM AND SEED .. , t" � . o 3+00 \ I* +0 C pT _ �PEHg U +51.46 `... .. 1 PIACBc5 1 UAPc5 y 1' . ... : +51 30 7 SJMCg3 45581 3 l $ _ EXISTING LIGHT,POLE, y, ' PROP 1 c ..TO REMAIN R P 5 ISTINC LIGHT POLE PROPOSED AM EED 00 ED IX GHT POLE TO BE REMOVED UGHi POLE ' 8 s NOTE: LEGEND: € FOR PLANT LIST SUMMARY TABLE, SEE SHEEP 15, `..,/ PROPOSED DECIDUOUS TREE e ® PROPOSED EVERGREEN SHRUB Q PROPOSED DECIDUOUS SHRUB ' w 6 o PROPOSED PERENNIAL �o p PROPOSED ORNAMENTAL GRASS PROPOSED DECORATIVE BOULDERS ' S w'm'm SCALE IN FEET _=4 A 0 10 20 40 60 ou % ' ' SALEM CAUSEWAY PARK MPSe. a-.t-- 15 8338 PMELT FILE NO. gO5II1 LIGHTING AND LANDSCAPE PLAN SHEET 2 OF 2 1 ' PROPOSED I—I BICYCLE RACKS (TYP.) I 1 PROPOSED PROPOSED lol .._—. _ EDGING AROUND ..-_ ....._..-_ 6V 3c5. }JCSGg3....._— 1 GTc5........ T, _ PLANTED'AREA Izl W GRANITE BOLLARDS PROPOSEDPROPOSED s �PtA1dTER-{TYP �z� A9 6VA9 1 GTc5 1 GTTc5 PROPOSED 101 w _ _ 4 NwL o _ BICYCLE RACK$ Ial ....-... .....-...._ 4JCSCg3 " D ' 4+00 +00 v O ..-. 4 V Ute— —_6 9 < ;rq 1 PLACBc5 3AMIPg M 3 PAH9 '3HR�rq 3 HHRq ' 3 JCSGg3 1 ARc5 11 PAVRg 4 SSg1 3 PFCDg3 3 5JMC93 3 S Cg3 4 W92 3 PMIPg1 7EXISTING G1 GTc5 PROPOSED 6 PAVSg2 PROPOSED LIGHT POLE 1 GTo5 POLE PLANT LIST — SUMMARY PROP—CEM.tDN4 SYM OTY BOTANICAL NAME COMMON NAME SIZE REMARKS LIGHT POLE PROPOSED SIDEWALK / PLAZA AREA """""'—' """"""— - ' $ TO BE REMOVED LIGHT POLE WITH PAVEMENT SCORING/PATTERNING TREES a j Un5 3 Ulmus americana 'Princeton' Elm—American 'Princeton' 2-2.5 IN CAL 3 GTcS 6 Gleditsia triooanthoe inerrnie Honsylocust—Thornless 2-2.5 IN CAL `g <5 2 Acar mbrum Maple—Red 2-2.5 IN CAL ' g PLACBC5 11 Platanue ac.nv.Ii. 'Bloodgoo8 London Planetree 'Blood oocr 2-2.5 IN CAL SHRUBS LEGEND: cs3g3 10 Juniperus chin. sargentii 'Yridis Juniper 'Sar ent's Green' 3 GAL S Aga 2q Vaccinium an ustifolium Blueberry—Lowbush 13 GAL PFCD93 13 1 PotenBlla fruticoso 'Gold Drop' Cinquefoil 'Gold Dmp 13 GAL .F PROPOSED DECIDUOUS TREE ISJMCQ3 16 ISpir.. japonica 'Magic CoryeC Spires 'Magic Carpet' 3 GAL E b PERENNIALS GRASSES ' Q PROPOSED EVERGREEN SHRUB PAH92 19 Pennisetum alopecumides 'Hameln' Fountain Grass 'Hameln' 2 GAL n Q PROPOSED DECIDUOUS SHRUB PAVSg2 12 Panicum virgatum 'Shenandoah' Switch Grass— 'Shenandoah' 2 GAL 9 0 PROPOSED PERENNIAL PAVRg2 11 Ponicum virgatum 'Rotstrahlbusch' Switch Gmss—Rotstrahlbusch' 2 GAL x 0 PROPOSED ORNAMENTAL GRASS HHRg1 6 Hemerocallis 'Happy Returns' Daylily—'Hap Retums' 1 GAL y s° PROPOSED DECORATIVE BOULDERS SSgl B Solidogo eempervirens Seaside Goldenrod 1 GAL LL 6 SAJg2 4 Sedum 'Autumn Jay Sedum 'Autumn Joy 2 GAL w'mm SCALE IN FEET IPg1 6 Achilles millefalium 'Paprika' Yarrow=PopHka' 1 GAL y x o H 0 10 20 Q 60 _ uu x SALEM , CAUSEWAY PARK MA9S. OuNFA 16 9NnR PROTECT FILE NO, 60 Ul LIGHTING DETAILS ' 6'-0' 0 I 1 CONTRACTOR TO CAULK OPENING AT FITTING. ' "CLAM SHELL" HEAW WALL IRON CASTING 2' LETTERING , WITH X6 REVEAL SA 3'A5" OVAL HANDHOLE WITH ' o GROUND LUG AT 5'. N INSTALL a' HALF WITH ACCESS COVER OPPOSITE RAISED 1' FOR LEVELING POLE ' HOT DIPPED GALVANIZED ANCHOR BOLTS AND NUTS 5" MIN. BOLT , ExTENSION ! — — FINISHED GRADE BASE HALF HALF SECTION ' a 8 3 FINISHED ® ' GRADE i g FOR CONCRETE FOUNDATION DETAILS SEE MASSHICHWAY i STANDARD DRAWING SD3.013 F v TYPICAL LIGHT POLE — CIT' STANDARD a SINGLE LUMINAIRE ' wmm NOT TO SCALE _ouu ' SALEM CAUSEWAY PARK MA55. pINFA 1) 6X33i6 PROJECT FILE NO. 605131 ' LANDSCAPE DETAILS SHEET OF 00 NOT CUT LEADER TREE MAP SHALL NOT BE USED ' TREE SHALL BE SET PLUMB WATERING SAUCER SHALL BE FLOODED TWICE DURING THE FIRST 24 HOURS AFTER PUNTING ' TREE SHALL BE PUNTED SO THAT CROWN IS 3 INCHES ABOVE FINISHED GRADE AFTER SETTLEMENT EXCAVATE TO REQUIRED DEPTH AND BACKFILL WITH PLANING MIX 2-3 INCHES AGED PINE BARK MULCH(PULL MULCH AWAY SPACING VARIES FROM TRUNK OF TREE) RAISE AND REPLANT ANY PLANTS THAT SETTLE CROWN OF PLANT TO BE 2 INCHES MIN. ABOVE ' BACKFILL MIX PER SPECIAL PROVISIONS MORE THAN 3 INCHES AFTER PLANING AND WATERING IN SEE PLANS OR NOTES ± FINISHED GRADE AFTER SETTING 3 INCH HIGH EARTH WATERING SAUCER AROUND TREE PIT WATER BY FLOODING TWICE IN FIRST TWO HOURS 2-3 INCH DEPTH ACED PINE BARK MULCH(PULL OUT&ROLL BACK 1/3 OF BURLAP BEFORE BACKFIWNG. AFTER PLANING. WATER&MAINTAIN AS PER COMPLETELY REMOVE SYNTHETIC BURLAP&LACING STANDARD SPEaRCATIONS AWAY FROM BASE OF SHRUB) �I 3 IHIGH PLANING WATERING SAUCER —� AROUND D PLANING BFD ' 6ELOW INDIES =I - BACKFILL MIX PER SPECIAL PROMSIONS FOOTBALLL —� RW1BN1 SHALL BE PLACED W I UNDISTURBED SUBG2ADE i REMOVE PLANT FROM CONTAINER EVEN ' ROOTBALL IF'PLANTABLE CONTAINER'. SCORE SIDES AND BOTTOM OF ROOT BALL TO LOOSEN 3 X FOOTBALL DIAMETER ROOTS UNDISTURBED SUBGtADE DECIDUOUS TREE PLANTING PERENNIAL PLANTING F. NOT TO SCALE NOT TO SCALE RAISE AND REPLANT ANY SHRUBS WHICH SETTLE MORE THAN 2 INCHES AFTER PLANING&WATERING IN l SHRUBS SHALL BE SET PLUMB WATER BY FLOWING TWICE IN FIRST TWO HOURS PLANT LIST — SUMMARY AFTER RANTING. WATER&MAINTAIN AS PER r EXCAVATE TO REWIRED DEPTH STANDARD SPEaRCAIONS SYM QTY BOTANICAL NAME COMMON NAME ' SIZE REMARKS AND BACNRLL WITH PUKING MIX SHRUB SHALL BE PLANTED SO THAT CROWN TREES IS 2 INCH MIN. ABOVE FINISHED GRADE AFTER SETTLEMENT UAPcS 3 Ulmus amencona 'Princeton' Elm—American 'Princeton' 2-2.5 IN CAL 2-3 INCH DEPTH ACED PINE BARK MULCH(PULL GTcS 6 Gleditsio tdacanthos inermis Hone locust—Thamless 2-2.5 IN CAL ' AWAY FROM BASE OF SHRUB) Mc5 12 1 Acer rubrum Maple—Rad 2-2.5 IN CAL 8 BACKRl1 MIX PER SPECIAL PROVISIONS PUCBcS 11 IPlotanus acericolio 'Bloodgaod' Londan Planetme 'Bloodgood' 2-25 IN CAL 5 3 INCH HIGH EARTH WATERING SAUCER 8 AROUND PIT SHRUBS € PAR S10 Juniperus chin, soMentii 'Yndie' Juniper 'SO gent's Green' 3 GAL COMPLETELY REMOVE SYNTHETIC BURLAP AND Aga 24 Vaccinium angustifolium Blueber —Lowbush 3 GAL a _ III —I PFCDg3 3 Potentilla fruticosa 'Gold Drop' Cinquefoil 'Gold Dmp 3 GAL Oy/ _ LACING. FOR IDR TO PLANTING PUNTS,REMOVE 15llmm' I III—I� ROOIBALLII III— CONTAINER PRIOR TO PLANING SJMCg3 6 Spires japonica 'Magic Comet' S Tres 'Magic CarpeP 3 GAL 3 ROOIEALL 'fes UNDISTURBED SUBGRADE LOOSE OR CRACKED ROOTBALLS WILL NOT BE PERENNIALS GRASSES 3 X ROOTBALL ACCEPTED FOR PUNTING MS 9 Pennisetum alopecumides 'Hameln' Fountain Grass 'Hameln' 2 GAL 5 12 Panicum virgatum 'Shenandoah' Switch GrO, 'Shenandoah' f 2 GAL € 11 Panicum virgatum 'Rotstmhlbusch' Switch Grass—Rotstrahibusch' 2 GAL ' F Hemerocollis 'Happy Returns' Doylily—'Happy Returns' 1 GAL 6 Solidago sempeMmns Seaside Goldenrd 1 GAL �SHRUB PLANTING 4 Sedum 'Autumn Joy' Sedum 'Atumn Jo' 2 GAL 6 Achillea millefalium 'Paprika' Yarrow)Paprika' 1 GAL NOT TO SMILE a a 1 pw 1 SALEM CAUSEWAY PARK t 2'-B' 2'-B' MASS. NFA 10 5]S RAKED MORTAR JOINTS PLACED GRANITE BOULDER BURIED TO A MINMUM 1/3 ITS DEPTH PROJECT FILE NO. eosiai J'MILK GRANITE COBBLE STONE PAVERS m EYlS11NG MADE LANDSCAPEDETAILS SHEET 2 OF 2 ' I'MORTAR BED �_ i, AREA EXCVATED TO ACCOMODATE PLAN-SPAONG BOULDER AND BACKFILLED'NTH 6'4000 PSI 28 DAY CONCRETE SUB YAM a - EASING SOIL 'e 6X6 WL9 X W2.9 WIN REINFORCEMENT 9'COMPACTED GRAVEL BORROW COMPACTED SUBGRAOE ' COMPACTED SUB6UDE WON VARIES NOTE: BOULDER AND LOCAION TO 2 J/d CO APPROX 2-4 FT BE APPROVED BY ENGINEER R=8 1/4' STANIESS STEEL PIPE GRANITE RUBBLE BLOCK PAVEMENT BOULDER GROUT , RNISHED GRADE NOT TO SCALE NOi 111 SCALE - 6'CEMENT CONCRETE e ° 8COMPACTED GRAVEL BORROW ' `S %fifi•R®AR DIES FOR 3/8'DIA PAVERS SFT HAND TGIT COMPACTED CONCRETE FOOTING - SWEEP JOINTS W/SAND PER SPEC SUBGRADEI DIA NOTE: REFER TO PIANS FOR , COMPLETELY FILL JOINTS SECTION LAYOUT AND NUMBER OF RACKS LOAM BORROW(PLANTER) GRANITE PLANTER EDGING PRECAST CONCRETE PAVERS BIKE RACK PRECAST CONCRETE PAVERS 6'CEMENT CONCRETE PAVEMENT NOT TO SCALE , NEOPRENE TACK COAT WITH THICKENED EDGE 3/4'SAND ASPHALT SETING BED A.»i. ... 6%6 W2.9 WWF REINFORCEMENT 4'BITUMINOUS CONCRETE BASE COURSE B'COMPACTED!RAVEL BORROW B'COMPACTED GRAVEL BORROW COMPACTED SUBGRADE COMPACTED SUBGRADE , 26 12' 72' PAVERS AT GRANITE PLANTER EDGE PAVERS AT EDGE OF CEMENT CONCRETE PAVEMENT 2 1/16' 1/4'%1 I/Y SRIlB P 2'% GA ' XI'STEEL BAR A CONCRETE UNIT PAVERS �TUBE NOT TO SCALE i 2'%1'%13 GA - Y SQ%11 CA STEEL BAR 12' THERMAL FINISHSAWN t THERMAL STEEL BAR 181'.SKT.NO. GRANITE BOLLARD FINISH TOP SPLIT FACE ALL SIDES n SAWN THERMAL FINISH ON CM ' ^ FRONT AND BACK.SPUT - , MORTARED JOINT,TYPICAL FACE ON SIDES.SEE SPEC. g SAWCUT CURVED PIECES ON RADIUS E3 FOR TOLERANCE OF 12' SPLITTING FINISH GRADE-SEE PLAN g FOR MATERIALS m ' $ n GRANITE PLANTER EDGING i A (VA-3 CUED, 8'REVEAL) • i �} B'COMPACTED GRAVEL BORROW i r S - c6xcRE1E FDDnxc 8 COMPACTED s' _ GRAVEL eaRRDw " COMPACTED su6GUDE E B SECTION NO E£ GRANITE BOLLARD I.ALL STEEL MEMBERS COATED W/EPIC . THEN N FINISHED THEN FlNISHEDPOLYE W/POLYESTER AnNG. COATING. 2 ALL WELDS ATTACHMENT MEN MANUFACTURER..HIEN FINISHED W/POLYESTER POWDER COATNO z NOT TO SCALE BENCH J.NOUNTNC ATTACHNENT PER MANUFACTURER.. Immo ' �w 1 _ 55-7A SALEM �ENORIx CAUSEWAY PARK 0� _ / IXISONG TIMBER PILE - Hass. oanva NOg 'xn BENT TO BE RETAINED PROJECT FILE No, 30121 I PIER DEMOLITION PLAN AND NOTES s+oo ! GENERAL NOTES t CONSTRUCTION a DESIGN: IN ACCORDANCE WITH THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, 17 EDITION – 2002. li' a DESIGN LIVE LOAD - 55 LB/SF (PEDSTRIAN). NOT DESIGNED FOR TRUCK LOAD. DESIGN RAILING LOAD = 50 LB/LF (HORIZONTAL) APPLIED AT TOP RAIL. €: SURVEY: ALL DIMENSIONS. ELEVATIONS AND DETAILS SHOWN FOR EXISTING CONDRIONS ARE I BASED ON EXISTING PLANS AND UNITED ION FIELD MEASUREMENTS, AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR BR OUGHT TO OR CONSTRUCTION. ANY DISCREPANCIES FOUND ION N THESE PLANS SHALL O BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE AFFECTED PORTION OF THE WORK. SCALES: SCALES NOTED ON THE PLANS ARE NOT APPLICABLE TO REDUCED SIZE PRINTS. t. OEMOUTION: REMOVE EXISRNG TIMBER DECKING, MEMBRANE RESIDUE. CONCRETE REMNANTS, DEBRIS AND ABANDONED CONDUIT FROM EXISTING STRUCTURE AND DISPOSE OF PROPERLY OFF–SITE. ' REMOVE EXISTING TIMBER ONCE THE EXISTING DECK HAS BEEN REMOVED, THE CONTRACTOR AND ENGINEER SHALL DECK AND DEBRIS CONDUCT A JOINT INSPECTION OF EXISTING TIMBER BEAMS. BEAMS THAT ARE NOT SUITABLE FOR REUSE WILL BE IDENTIFIED BY THE ENGINEER AND SHALL BE REMOVED BY THE REMOVE EXISTING TIMBER BEAM. HARDWARE - CONTRACTOR AND DISPOSED OF PROPERLY OFF–SITE. BEAMS THAT ARE SUITABLE FOR AND ABANDONED UTILITY CONDUITS - REUSE SHALL BE LOCATED ON A PIAN BY THE CONTRACTOR AND SUBMITTED TO THE ' ENGINEER. THE PUN SHALL IDENTIFY THE LOCATION AND NUMBER OF NEW BEAMS DEMOLITION PLAN TREQUIRED HESE CONO COMPLEDRAT NTHE PROPOSED FRAMING AS SHOWN ON THE FRAMING PUN IN SCALE: 1' = 10• DN9E@: BEAMS. DIAPHRAGMS. DECK HE SO. RAILS AND POSTS SHALL R SOUTHERN PINE. DENSE N0. 1 D CONFORMANCE WITH THE SOUTIIONS PINE INSPECTION BUREAU (SPIE) CURRENT STANDARDS FOR STRUCTURAL APPLICATIONS. IO;BEAMS. DIAPHRAGMS AND DECK PUNKS SHALL BE ROUGH SAWN. RAIUNG POSTS, RAILS AND BALLUSTERS SHALL BE DRESSED. FABRICATION: ALL MEMBERS SHALL BE COMPLETELY AND ACCURATELY FABRICATED BEFORE TREATMENT. BOLT HOLES SHALL BE DRILLED Ne URGER IN DIAMETER THAN THE BOLT USED. UNLESS OTHERWISE NOTED. i 54•–O't TREATMENT: ALL MEMBERS SHALL BEINCISED AND PRESSURE TREATED WITH PRESERVATIVE CHEMICALS IN ACCORDANCE WITH AWPA STANDARDS AS FOLLOWS: EXISTING TIMBER PIER DECKING EXISTING TIMBER STRINGERS BEAMS AND MINIMUM SHALL BE PRESSURE TREATED WITH PENTACHLOROPHENOL IN TYPE ' TO BE REMOVED TO BE REMOVED (SEE GENERAL 'C" OIL TO A MINIMUM NET RETENTION D ALLUS F. f— EXISTING NOTES DEMOLITION SECTION) DECK PLANKS, RAILING POSTS, PALS AND BALLUSTERS SHALL BE PRESSURE TREATED WITH A WATE BORNE PRERVATIVE SUCH AS AMINE OPPER QUAT PPR IN 1111111MIN TO A MINIUM NEr RETENTION 0.60 / __-_-- " - / ... .-..-._ E -_.--- .,,._.__ _.,.. BE RETAINEDE CAP TO FIELD R REATMENAPPROVED TALL ABRASIONS, CUTS AND CDRILL F HOLESMADEIN OTHE FIELD DN SHALL BE CAREFULLY TRIMMED AND GIVEN THREE BRUSH COATS OF COPPER OF AWPNATE WITIN A EXISTING \ `I J L �\ ✓ L EXISTING PILES TO BE MINIMUM 2 L BE C CU METAL, AND MEETING THE REQUIREMENTS R AWPA PLUGS. UNUSED \ / - � RETAINED HOLES SHALL BE COATED WITH PRESERVATIVE AND PLUGGED WITH TREATED PLUGS. n r � BRACING J \ / A /' (TO BE RETAINED) / /`V \ HARDWARE NUTS, BOLTS AND WASHERS SHALL CONFORM TO ASTM A307, EXCEPT AS REINt / A � ✓ A i (BENTS ` V ✓ / / A OTHERWISE NOTED AND SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM 153. g 3. 4 & 5) %/ I / / ✓ �/ P g CAST–INCONCRETE WORK SHALL BE IN ACCORDANCE WITH THE MASACHUSETTS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAYS AND /' / /f _ �`✓/ / BRIDGES, DATED 1968. THE CONCRETE MIX SHALL HAVE A 28–DAY COMPRESSIVE STRENGTH & q �' / - ✓ `/ / / l OF 4000 PSI; MAXIMUM AGGRGATE SIZE OF BI" AND CEMENT CONTENT OF 610 LB/Cy. € / / s ` / / ` � 71 REINFORCEMENT: REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF AASNO M31 ASTM A615 GRACE 60. ALL REINFORCING BARS AND SUPPORTING DEVICES SHALL BE / \ \ EPDXY COATED. ALL L4 BARS SHALL BE UPPED 31' AND ALL #5 OW SHALL BE UPPED 39'. FOR HORIZONTAL BARS WITH 12' OR MORE R CONCRETE BELOW THE BAR,BARS UP LENGTHS SHALL BE E5 FOR T4 , M AND 44' FOR HA BARS. IF OF ABOVE BARS ARE SPACED B' OR MORE ON CENTER, THE LAP LENGTH SHALL BE BOX OF THE UP LENGTH SHALL BE BOX OF THE LAP LENGTH GIVEN ABOVE. ALL THE BARS SHALL BE UPPED AS SHOWN ON THE PLANS. e a ' g EXISTING RIVER BED v ' a TYPICAL SECTION AT EXISTING BENTS SCALE: �' = 1'–O' �w .... TRIE ROM SALEM CAUSEWAY PARK ' 55'-10"t 1'-4"f 6 E0. SPACES = 53'-'+2• 1•_4" MAss. o.uNIA 2a f�a16 RAIL POST PROJECT FILE NO. 6,,5II1 SPACING (TYP.) CONSTRUCTION , ......._ ........... ........ .. _. _ PIER PLAN AND ELEVATION ............. ................. _..._..... 48•_0• 0 In 2" FACE OF P.T. TIMBER RAIUNG (TYP.) ' EDGE DECK - 2 STA. 6++65.2 - DETAIL B 3"xDECKING (PRESSURE TREATED) REATED) _ 3°x9" TIMBER DECKING (P.T.) ' 6+00 / ISTING PILE CAP TO REMAIN P.T. TIMBER RAILING POST (ttP.) CONSTRUCTION 90'00.0" EXIST. TIMBER 1/e" OPEN JOINT T - - -- -- PILE CAP & BENT .. ........... ....... a v II 9 SP ® 2-10" 1 54 // / 2' 9" 5 SP ® 2 3 w 25-6" 14'-2" a � 8°x14° TIMBER BEAMS (TYP.) EDGE OF PECK xt - / S STA 6+08.5 m GENERAL NOTESS DEMOLI N SECTION FOR ADDITIONAL. INFORMATION) Ci \ n `10°x14° TIMBER FASCIA BEAM (P.T-)(TYP-) SECTION 1 ' EXISTING TIMBER SCALE: Ya° = i'-O" PILE CAP & BENT (BELOW TYP) t RECONSTRUCT EXIST. - PROPOSED TIMBER ' CONCRETE ABUTMENT 4 PREFORMED FILLER DECK SURFACE BACKWALL FACE OF TIMBER W/EIASTOMERIC SEALANT _ HANDRAIL (TYP 1' �" OPEN JOINT PAVEMENT SURFAPROPOSED CE. ..._.. 3' CHAMFER (TYP EDGE OF PROPOSED TIMBER DECK _ ��- •'/ x; -0" a R NF FACE OCONCRETEPROPOSED EXISTING CONCRETE BACKWALL T&B4 2 CL PROP. TIMBER _...._..._.... .._......_> / BACKWALL CAP TO BE REMOVED 2' BEAM Z� _-.. DETAIL FACE OF PROPOSED EXISTING CONCRETE BACKWALL II 'Ly III TIMBER RNUNG TO BE RETAINED III 1•_p•} a ED. SPACES = 53-7, 1'-4" DRILL 1-%"I HOLES II f Ilj XISTINC C3NSTRUCTION JOINT 8 E0. SPACES = 55'-6"f AND GROUT H5 DOWELS BACKWALL XIST CONCRETE ' .........1 ® 12" O.C. GENERAL PLAN _ _ FACE OF EXIST. �- "' - CONCRETE WINGWALL SCALE: V-O" DETAIL A z SECTION , SCALE: J•¢" = 1'-O° SCALE: 1" = 1'-0° EXISTING TIMBER PILE CAP & BENT PROP. TIMBER HAND RNUNC . s a" k EXISTING CONCRETE BACKWALLEXISTING CONCRETE BACKWALL TO BE REMOVED TO BE RETAINED P 2-#4 CONT. (TOP) 5---- ' FACE OF EXISTING EXISTING TIMBER 2-#4 CONT. (BOT. ABUTMENT T _ j BENT TO REMAIN PROPOSED TIMBER (TYP) EXISTING CONCRETE BACKWALL ' STRINGER TO BE REMOVED- APPROX. OHW (TIDAL) o APPROXIMATE EXISTING II II II II II II e RIVER BED _ l(EXPOSED AT LOW TIDE) ATO BEGCONCRETE RETAINED BACKWALLII II II- II II II SAW CUT II II II II II II EXISTING 8CONSTRUCTION JOINT DRILL 1-VI HOLES AND GROUT 5 DOWELS o 12 O.C. • EXIST. RIP RAP s R ELEVATION SECTION W SCALE: ifs = 1'-O° SCALE: 1" = 1'-0" 2Mi 1 1 NORM SALEM 1•_4+ .ee mu 55-1 D'3 CAUSEWAY PARK 1•_4.3 B EQ. SPACES 53'-2y s.AreICT,..PPR .a , 10"x14' TIMBER HEADER MASS. NFA 1 21 1 a22� 1 10°x14" TIMBER FASCIA BEAM (P.T.) PROJECT FILE NO, Ho 121 BEAM (P.T) ? RAILING POST PIER FRAMING PLAN AND DETAILS SPACING — a y N ®m I 4' P.T. TIMBER BRACING (TYP.) EDGE OF DECK u II m, 6+00 I r 4"Xfi'(S4S) P.T. a-- ———— ———— p 3"x8' TIMBER DECKING, SOLID POSTS T\ STAGGER END JOINTS (7YP.) I, I SAWN LUMBER, P.T. CONSTRUCTION < F `a 10"x14' TIMBER FASCIA a. j II BEAM (P.T.) N W - 8'x14' TIMBER BEAM (P.T.) 3.. Z m i 3 y VI ASO] GALV. BOLTS F N `ol N W/ M.I. WASHER AND = SELF LOCKING NUTS a n x I m N n EXISTING PILE CAP ARIES 6' 10'3 15.3 153 0 (14'x14') CL 3:"I A307 GALV. LAG EXISRNC TIMBER � BOLTS W/M.I. WASHERS . - PILE CAP & BENT - f� CONTINUOUS TIMBER (BELOW ttP) EXISTING PILE BENT NO.'S BLOCKING EXISTING EXISTING TIMBER BRACE TRIM AT TOP 9 AS REQUIRED --- 6' MIN. EMBEDMENT n SECTION SCALE 1' _ I -.-.... — _. ..—........". ! 10'x14" TIMBER FASCIA G I,... '., _ BEAM.(P.T.) BEAM SPACIN 1•_0.3 8 EQ. SPACES = 53'-2,y2' ' NOTE; SEE SHEET 14, GENERAL NOTES, DEMOLITION SECTION, FOR INFORMATION REGARDING REUSE OF EXISTING BEAMS. ' FRAMING PLAN g SCALE: 39e = V-0' e fL EXIST. PILE CAP 1'Ix20" LONG CALV. 10'x14' TIMBER HEADER IT'�rt 8'x14' TIMBER g AND BEA DRIFf PIN (TYP.) BEAM (BEYOND) Y4 B'x14' TIMBER BEAM 12'x14" TIMBER HEADER Y 3" NLN.. C a � STRINGER II II IA I - I e DECK FASTENER NOTES: 77MBER DECKING J 1. 3feOx6" LONG GALV. ANNULARLY II II 8. ' € THREADED (RING-SHANK) SPINES. BEAM END JOINT V I V MIN. �� Y40 A307 GALV. 2. PREBORE -Ye O SPIKE LEAD HOLE AND LAG BOLTS w/M.I. D 10 TREAT WITH LIQUID PRESERVATIVE Q 3'40 A307 GALV WASHER 2-SPIKES 0 PRIOR TO PLACING SPIKE. f LAG BOLTS w/M.I. 1D Q EA. STR. EXISTING TIMBER WASHER TIMBER ALTERNATE SPIKE PILE CPP B STRINGER INSTALLATION SECTION AT EXIST. BENT SECTION AT HEADER ELEVATION AT HEADER ANGLE AS SHOWN g TIMBER DECKING FASTENER DETAIL TIMBER BEAM CONNECTION DETAILS NOT TO SCALE SCALE: 1' = 1'-0" �� s , 1 SALEM CAUSEWAY PARK ' MP95. o.uNFAw.w ]3 533 FROIELi FILE NO. W5131 PIER RAILING DETAILS ' rL POST fL POST 1).7.12' AZEK SEE PIAN FOR POST SPACING COMPOSITE CAP RAIL - f 1Yi x6' (545) P.T. TOP , 4°x6°(54S) 2-%' I A307 GALV. DOME RAILING POST (T1'P.) HEAD BOLT W/M.I. WASHER 3"x6' (S4S) AND SELF LOCKING NUT (TYP.) - HORIZ. RAIL �_ —3'x6' (545) P.T. HORIZ. RAIL 4'x6" (S4S) P.T. —2'x4- (S4S) P.T. POSTS O 5' O.C. BALUSTERS O 7. O.C. r3'xB' TIMBER DECKING, i•5 / SOLID SAWN LUMBER, P.T. ' —3'x6- (545) P.T. HOR12. RAIL / 3TMMAX. W/•M.I.�WASHERVAND LTS 3' T O.C. (TYP. 724° BALUSTER (TYP.) SELF LOCKING NUTS t 6"x14' TIMBER BEAM W- BEAM x14TIMBER FASCIA INTERIOR BE AM)(P.T.)NOTE: x10' TIMBER BOLSTERFOR RAILINGCONEON PLAN DEFALATC. , SIDEWALK SEE SHEET B B DETAIL '. 30 SCALE: 3/4' = 1-0" L POST , POST e1°I A307 GALV. BOLT „ lD"xx114' FASCIA (IYP.) TV, r 2-96"Ix15° LONG A307 F GALV. SCREW W/M.i. ®II If/Ll WASHER W/M. � PROPOSED TIMBER 'O DECK SURFACE e /YP SdYl 6° 6' 3' 3" 6'x TIMBER BOLSTER E 2•_0- ELEVATION G - RAILING DETAILS TIMBER BOLSTER DETAIL 6 SCALE: 1-1/V = 1•-0' SCALE: 1-1/2' 1'-0' v' �H