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HomeMy WebLinkAboutCrab Creek Culvert Replacement Project�W� ws zm< z w Q �V) U WU L' o a a- V O F- Q N O w 3 ZF 5 w W Q K x z d DUWl O_ D F ~ U } } 3 3 � U U p 2 2 U H t or= YAR ==OVVN INDEX 1 TITLE & INDEX SHEET 2 LEGEND & GENERAL NOTES 3 TYPICAL SECTIONS & PAVEMENT NOTES 4-5 CONSTRUCTION DETAILS 6 GENERAL PLAN & PROFILE 7 ALIGNMENT & GRADING PLAN 8 CULVERT KEY PLAN 9 BORING LOGS 10 CULVERT DETAILS 11 TRAFFIC MANAGEMENT PLAN CONVENTIONAL SIGNS SEE SHEET 2 CULVERT REPLACEMENT PROJECT NORT k P"ra 'JOT r� dttxt JE3? Flnz 7 , is Pond a + i��"`"x-� �;+,��. '�' r;�� -• - a r> r i s `_,,LJ} r Y �V' .r1-- . �h !'' c n'. ✓ k i y. i ` moi. IRC!' "f fes. .� Hie \ ft Of RoCkTi 3+' _ \.-0 L r•dm6T 7- t' { .r' '.( rk� P t'�sfit 01 jk7 f{ t�k ��•iet' --tit. - 6 � -- —��r SCALE: N.T.S. LENGTH OF PROJECT: 400 FEET 90% SUBMITTAL REFERENCE MANUALS YARMOUTH NORTH DENNIS ROAD TITLE & INDEX SHEET SHEET 1 OF 11 THE 2006 MASSACHUSETTS HIGHWAY DEPARTMENT PROJECT DEVELOPMENT AND DESIGN GUIDEBOOK; THE 1988 MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES; THE SUPPLEMENTAL SPECIFICATIONS DATED DECEMBER 11, 2002; THE STANDARD SPECIAL PROVISIONS DATED APRIL 21, 2005; THE 1977 CONSTRUCTION STANDARDS; THE APRIL 2003 METRIC/ENGLISH SUPPLEMENTAL DRAWINGS; THE 2003 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS; THE 1968 STANDARD DRAWINGS FOR TRAFFIC SIGNALS AND HIGHWAY LIGHTING; AND THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z-60.1-2004) WILL GOVERN. DESIGN SPEED = 30 MPH AADT = 8600 (MHD 2003) i I APPELWEO YARMOUTH COMMITTEE Oer�NRD I ENGINEER DATE Vanasse Hangen Brustlin, Inc. Transportation • Land Development• Environmental Services 101 Walnut St., P.O. Box 9151 Watertown, MA 02472 617 924 1770 FAX 617 924 2286 DESIGNED BY APPROVED BY SHEET OF M DIXON/A COLLINS D SHEDD 1 11 DRAWN BY DFTG CHECKED BY VHB CAD FILE NAME M DIXON/A COLLINS S KREMER 08977cov.c CHECKED BY DATE JOB NO. S KREMER 17 MAY 06 08977 T: \08977.00\cad\te\plonset\08977cov.dwg 0 GENERAL SYMBOLS NG ❑ CB (OR G/, LB) r CBC/ (OR G/C/% O EHH O EMI -1 O TMH O WMH O SMH O DMH o GG o WG 0 CS `b' H)ld o FA oPH ;� LP -0 Guy 12 RCPD 4- HP G 7-- 11 ❑ MB n n n 17 V'7 T T T ❑ HHB LABEL/DATE NAME NAME n N00 00 DO E PROPOSED �B�CB CATCH BASIN (CP GUTTER INLET, OR LEACHING BASIN) "��CBCI (OP, GICI) CATCH BASIN (CF GUTTER INLET) WITH CURB INLET (GUTTERMOUTH) CW 36" O.C. SL EDGESTONE–TYFE NOTED SOLID YELLOW CHANNELIZING>LINE-SIZE EDGE OF ROAD OEHH ELECTRIC HANDH-_E (NUMBER AS NOTED) OEMH ELECTRIC MAN'-E_E " OTMH TELEPHONE MA': -CLE " OWMH V.ATER MANHO_E " OSMH SEWER MANHC_E " DMH DRAINAGE MAS: --'F " O GG GAS GATE •WG ` .ATER GATE OCs CURB STOP \46/HYD HYDRANT • FA FIRE ALARM BOX OPM PARKING !!ETER +LP STREET LIG-T POLE -&-UP UTILITY POLE -* GUY GUY POLE D 21'-12"RCP DRAIN PIPE (UNDER 24") 21'-24"RCP rU DRAIN PIPE (DOUBLE LINE 24" AND OVER) 82'-8"VCP " S SEWER MAIN E ELECTRIC DUCT " G 8"GAS GAS MAIN " W12"DI WATER MAIN " T TELEPHONE DUCT " ®MB MAIL BOX T T T HIGHWAY GUARD (TYPE NOTED) —x— — 0 — FENCE (SIZE AND TYPE NOTED) MMHB HIGHWAY/PROPERTY BOUND (TYPE NOTED) LABEL/DATE CITY, TOWN, OR COUNTY LAYOUT STATE HIGHWAY LAYOUT (S.H.L.O.) COND EASEMENT LINE fe PROPERTY LINE PT CITY, TOWN, OR COUNTY BOUNDARY STATE BOUNDARY BASE OR SURVEY LINE +57.5910 DIP CONSTRUCTION BASELINE P.C. N0000700'E CAST IN PLACE r I j TREE (SIZE AND TYPE NOTED) APPROXIMATE FULL DEPTH AREA B-1 BORINGS, PAVEMENT CORES TP -1 TEST PIT E) HAYBALE PAVEMENT MARKINGS AND SIGNING SYMBOLS EXISTING PROPOSED PAVEMENT ARROW AND LEGEND CROSSWALK, 2-12" WHITE LINES (WIDTH NOTED) STOP LINE, 12" WHITE LINE 4.0' BEHIND t CW 36" O.C. SL SL SOLID YELLOW CHANNELIZING>LINE-SIZE v�vv SWCHL SWCH L SYCHL SYCH L BWLL B WLL SWLL SWILL DYCL DYCL SYEL SYEL SWEL SWEL BYLL BYLL SIGN AND POST MINIMUM DELINEATOR si9� d �! i� i► + • CAP CORRUGATED ALUMINUM PIPE PAVEMENT ARROW AND LEGEND CROSSWALK, 2-12" WHITE LINES (WIDTH NOTED) STOP LINE, 12" WHITE LINE 4.0' BEHIND CW (TYP) YIELD LINE, 24" x 36" WHITE TRIANGLE, 36" O.C. SOLID WHITE CHANNELIZING LINE -SIZE AS NOTED SOLID YELLOW CHANNELIZING>LINE-SIZE AS NOTED BROKEN WHITE LANE LINE - 6" UTILITIES SOLID WHITE LANE LINE - 6" ABANDON DOUBLE YELLOW CENTERLINE - 4" MAXIMUM SOLID YELLOW EDGE LINE - 6" POINT OF REVERSE CURVE SOLID WHITE EDGE LINE - 6" POINT OF TANGENT BROKEN YELLOW LANE LINE - 6" SSD BICYCLE LANE ASHPALT COATED CORP,IGATED METAL PIPE BICYCLE DETECTION LEGEND ADJUST SIGN AND POST MINIMUM DELINEATOR ABBREVIATIONS ALIGNMENT/GRADING GENERAL CC CENTER OF CURVE HP HIGH POINT LP LOW POINT PC POINT OF CURVE PI UTILITIES ABAN ABANDON MAX MAXIMUM PRC POINT OF REVERSE CURVE PT POINT OF TANGENT POINT OF VERTICAL COMPOUND CURVE SSD ACCMP ASHPALT COATED CORP,IGATED METAL PIPE ADJ ADJUST MIN MINIMUM CAP CORRUGATED ALUMINUM PIPE APPROX APPROXIMATE NTS NOT TO SCALE CIP CAST IRON PIPE BIT BITUMINOUS PGL PROFILE GRADE LINE CIT CHANGE IN TYPE BOS BOTTOM OF SLOPE PROP PROPOSED COND CONDUIT (BO) BY OTHERS PT PRESSURE TREATED DIP DUCTILE IRON PIPE C.I.P. CAST IN PLACE PVMT PAVEMENT FES FLARED END SECTION CLF CHAINLINK FENCE REM REMOVE F&C FRAME AND COVER C.J. CONSTRUCTION JOINT REMOD REMODEL F&G FRAME AND GRATE CONC CONCRETE RET RETAIN HDPE HIGH DENSITY POLYETHYLENE PIPE E.J. EXPANSION JOINT R&D REMOVE AND DISCARD HW HEADWALL ELEV ELEVATION R&R REMOVE AND RESET HYD HYDRANT EOP EDGE OF PAVEMENT R&S REMOVE AND STACK INV INVERT EXIST EXISTING RT RIGHT PVC POLYVINYLCHLORIDE PIPE FND FOUNDATION STA STATION PWW PAVED WATER WAY GRAN GRANITE TEMP TEMPORARY RCP REINFORCED CONCRETE PIPE HMA HOT MIX ASPHALT TOS TOP OF SLOPE TSV&B TAPPING SLEEVE VALVE AND BOX LOAM LOAM BORROW TYP TYPICAL UP UTILITY POLE LT LEFT ALIGNMENT/GRADING PROFILES CC CENTER OF CURVE HP HIGH POINT LP LOW POINT PC POINT OF CURVE PI POINT OF INTERSECTION PINT POINT PCC POINT OF COMPOUND CURVE PRC POINT OF REVERSE CURVE PT POINT OF TANGENT 25.45 SPOT ELEVATION YARMOUI NORTH DENNI': LEGEND & GENEF SHEET 2 OF GENERAL NOTES 1. TOPOGRAPHICAL INFORMATION FROM A SURVEY BY THE TOWN IN JANUARY 2003. HORIZONTAL COORDINATES AND VERTICAI ARE AN ASSUMED SYSTEM. 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SF APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTI OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING W BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LC ANY AND ALL UNDERGROUND UTILITIES. 3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE FURNISHED TO THE ENGINEER FOR RESOLUTION OF THE CONF 4. THE CONTRACTOR SHALL ALTER THE MASONRY OF THE TOP EXISTING DRAINAGE STRUCTURES AS NECESSARY FOR CHANG RESET ALL WATER AND DRAINAGE FRAMES, GRATES AND BO? FINISH SURFACE GRADE. REQUIRED NEW MASONRY SHALL BE CONFORMING TO M4.05.2. 5. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE AND ANY OTHEF BY THE UTILITY COMPANIES. 6• TREES AND SHRUBS WITHIN THE LIMITS OF GRADING SHALL E UPON APPROVAL OF THE ENGINEER. 7. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CO ORIGINAL CONDITION AT NO EXPENSE TO THE OWNER. 8, THE TERM "PROPOSED" (PROP) MEANS WORK TO BE CONSTR MATERIALS OR, WHERE APPLICABLE, RE -USING EXISTING MATT AS "REMOVE AND RESET" (R&R). 9. JOINTS BETWEEN NEW HOT MIX ASPHALT ROADWAY PAVEMEN EXISTING PAVEMENT SHALL BE SEALED WITH BITUMEN AND B, 10. ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE R RESET UNLESS INDICATED OTHERWISE ON THE DRAWINGS. 11. ALL LATERAL DRAIN PIPES SHALL BE INSTALLED WITH A PITC FOOT PER FOOT (MINIMUM) UNLESS NOTED OTHERWISE ON TI - 12. ALL EXISTING COUNTY AND TOWN LOCATION LINES AND PRIVF LINES HAVE BEEN ESTABLISHED FROM AVAILABLE INFORMATIC THEIR EXACT LOCATION ARE NOT GUARANTEED. 13. ALL EXISTING UTILITIES ARE TO REMAIN ACTIVE DURING CONS 14. EXISTING TREES IN THE ISLAND AT STA 4+40 RT SHALL BE 2"x4"x8' WOOD STUDS STRAPPED SIDE BY SIDE AROUND THE FERENCE OF THE TRUNK, IN A MANNER APPROVED BY THE 7 TREE WARDEN. 15. EXISTING STONE MONUMENT LOCATED AT STA 4+10 LT SHALI DURING CONSTRUCTION IN A MANNER APPROVED BY THE TOV T: \08977.00\cad\te\planset\08 PROFILES AD ALGEBRAIC DIFFERENCE IN RATES OF GRADE ELEV ELEVATION HSD HORIZONTAL SIGHT DISTANCE K RATE OF VERTICAL CURVATURE PVI POINT OF VERTICAL INTERSECTION PVC POINT OF VER71CAL CURVE PVT POINT OF VERTICAL TANGENT PVRC POINT OF VERTICAL REVERSE CURVE PVCC POINT OF VERTICAL COMPOUND CURVE SSD STOPPING SIGHT DISTANCE VC VERTICAL CURVE T: \08977.00\cad\te\planset\08 1" PROP HIGHWAY GUARD (STEEL BACKED WOOD) wo STA 4+85 TO 5+50 w F- L X w II WALK (VARIES) PROP HIGHWAY GUARD (STEEL BACKED WOOD) STA 3+03 TO 3+94 — PROP HIGHWAY GUARD (STEEL BACKED WOOD) STA 3+03 TO 3+94— BRIDGE RAIL (SEE CULVERT I�P DETAILS – SHEET 8) --�, h PROP WALL (SEE CULVERT DETAILS – SHEET 8) ---�, 1' U Q TRAVEL LANE (VARIES) EXIST TRAVEL LANE (VARIES) PROP COLD PLANE U AND OVERLAY Q cn EXIST NORTH DENNIS ROAD STA 2+00 TO STA 2+85 STA 4+85 TO STA 6+00 12” TRAVEL LANE 2.00% PROP GRAN CURB (TYPE VB) (TYP) PROP HMA BERM (TYPE A MOD) 2.00% LEFT EDGE STA 2+85 TO STA 3+03 STA 4+28 TO STA 4+85 PROP GRAN CURB (TYPE VB) LEFT EDGE STA 3+03 TO STA 3+50 STA 3+70 TO STA 3+94 12" TRAVEL LANE PROP FULL DEPTH PVMT VARIES VARIES I 11 PROP HMA BERM (TYPE A MOD) (TYP) PROP PVMT MILLINGS MULCH (TYP) PROP FULL DEPTH PVMT LESS THAN 3' WIDE (TYP) I RIGHT EDGE STA 2+85 TO STA 3+00 STA 4+06 TO STA 4+85 PROP GRAN CURB (TYPE VB) VARIES G RIGHT EDGE STA 3+12 TO STA 3+50 STA 3+70 TO STA 3+92 NORTH DENNIS ROAD STA 2+85 TO STA 3+50 STA 3+70 TO STA 4+85 (SEE CULVERT DETAIL - SHEET 8) NORTH DENNIS ROAD STA 3+50 TO STA 3+70 PROP HIGHWAY GUARD (STEEL BACKED WOOD) STA 3+00 TO 3+80 PROP PVMT MILLINGS MULCH (TYP) PROP HMA BERM (TYPE A MOD) PROP HIGHWAY GUARD (STEEL BACKED WOOD) STA 3+00 TO 3+80 BRIDGE RAIL (SEE CULVERT I'�DETAILS – SHEET 8) PROP WALL (SEE CULVERT DETAILS – SHEET 8) YARMOUTH NORTH DENNIS ROAD TYPICAL SECTIONS & PAVEMENT NOTES SHEET 3 OF 11 PAVEMENT NOTES PROPOSED FULL DEPTH PAVEMENT SURFACE: 4" HOT MIX ASPHALT (2"" MODIFIED TOP COURSE MATERIAL OVER 2" BINDER COURSE MATERIAL). BASE: 4" HOT MIX ASPHALT BASE COURSE MATERIAL PLACED IN ONE COURSE. SUBBASE: 4" DENSE GRADED CRUSHED STONE OVER 8" GRAVEL GRAVEL BORROW, TYPE b. PROPOSED FULL DEPTH PAVEMENT (LESS THAN 3.0" FEET WIDE) SURFACE: 2" HOT MIX ASPHALT MODIFIED TOP COURSE MATERIAL. BASE: 6" HIGH EARLY STRENGTH CEMENT CONCRETE BASE COURSE SUBBASE: 12" GRAVEL BORROW, TYPE b. PROPOSED PAVEMENT COLD PLANE & OVERLAY SURFACE: 2" HOT MIX ASPHALT MODIFIED TOP COURSE MATERIAL. LEVELING COURSE: VARIABLE DEPTH HOT MIX ASPHALT TOP COURSE MATERIAL. BITUMEN FOR PRIME COAT (RS -1) AT 0.05 GAL/SY OVER EXISTING PAVEMENT. COLD PLANE VARIABLE DEPTH 2" MIN. PROPOSED HOT MIX ASPHALT WALK SURFACE: 3" HOT MIX ASPHALT PLACE IN TWO LAYERS, 1.5" TOP COURSE OVER 1.5" BINDER COURSE FOUNDATION: 8" GRAVEL BORROW, TYPE b PROPOSED HOT MIX ASPHALT DRIVEWAY SURFACE: 3.5" HOT MIX ASPHALT (1.5" TOP COURSE OVER 2" BINDER COURSE) FOUNDATION: 8" GRAVEL BORROW, TYPE b PROPOSED GRAVEL DRIVE SURFACE: 4" DENSE GRADED CRUSHED STONE FOUNDATION: 8" GRAVEL BORROW, TYPE b Tei cur:�F� �r ` fh„a7 \\mawatr\te\08977\cad\te\planset\08977typ.dwg b -b 6" REVEAL(TYP) RIGHT SIDE TRANSITION * TOLERANCE FOR CONSTRUCTION f0.5% OBLIQUE VIEW WHEELCHAIR RAMP 3+02.7 LT SCALE: NOT TO SCALE DATE MAY 2006 DWG: WCR-03 CULVERT WINGWALL (SEE CULVERT DETAILS) ° B MEET EXIST WALK ° a ° ° a HMA WALK ° 4 � ° GRAN CURB ° ° ° a a 6" REVEAL - ° ° ° 4 ° d d ° a` 6 REVEAL a HMA WALK Q"�w 7.5% OPE oQ GR *65 AN CURB O 46\° 0" REVEAL GRAN CURB GRAN CURB 6" REVEAL 7'-g°' S'-0" 6'-6" 6" REVEAL LEFT SIDE TRANSITION * TOLERANCE FOR CONSTRUCTION t0.5% B OBLIQUE VIEW MEET EXIST WALK GRAN CURB PROP HMA 6" REVEAL PROP HMA ROADWAY FWALK WALK VARIES (SEE ALIGNMENT PLAN) SECTION B—B WHEELCHAIR RAMP 3+97.9 LT SCALE: NOT TO SCALE DATE MAY 2006 DWG: WCR-03 9'-10' a , 8"" 3" 3" 5" iye DIA HOLES (TYP) �., 0 0 0 O O cr 0 0 END OF 0 0 0 0 0 0 0 0 0 TIMBER RAIL , 1"-7" j 8 SPACES ® 10" LAG SCREW SPACING 1'-7" 3/4" (AS SHOWN) (TYP) Steel Rail Detail 6"x 3/8"x9"-10" RAIL 5/8"x 8" CARRIAGE BOLT W/ HEX NUT & WASHER (TYP)" 83�<" 3-3- 5" 6"x10"x9'-113/4" RAIL TIMBER STEEL RAIL �5/8" DIA x 4" LAG (SEE DETAIL) SCREW (TYP.) STEEL SPLICE PLATEjv v /d6s" %"x10Yz CARRIAGE BOLT W/ �10"x`12"0'—O" POST HEX NUT & PLATE WASHER TIMBER ® 10'-0" O.C. Post Connection Detail -Post Connection Detail - Top View FA /_ TIMBER RAIL 0 0 0 O 0 0 0 0 O O STEEL RAIL -/PLATE WASHER STEEL SPLICE PLATE POST GROUND 4A I -IV -L Post Connection Detail - Elevation TIMBER RAIL W/45' CHAM M M POST N CURB--\ 3"-0" a 3" 3" O 0 7 0 0 p 0 0 0 3/4" DIA. HOLE %4"x1Y8" BOLT SLOT (TYP) Steel Splice Plate Detail 6"x%8"x3"-0" 6" ,5" DIA x 1Yz" DEPTH RECESS ] 2x6 WOOD RAIL BACKING (WHERE SIDEWALK IS BEHIND RAIL) Section A -A Notes: %"x 4" CARRIAGE BOLT FLUSH W/ FACE OF RAIL (TYP) 1. TIMBER RAILS AND POSTS SHALL BE PLANED ON THE FACE AND TOP AND THEN PRESSURE TREATED. 2. STEEL RAILS, SPLICE PLATES, BOLTS. SCREWS, NUTS AND WASHERS SHALL BE GALVANIZED. 3• AT END POSTS, PROVIDE FULL COVERAGE OF POST FACE WITH TIMBER RAIL AND SPLICE PLATE. STEEL—BACKED WOOD GUARDRAIL I SCALE: NOT TO SCALE DATE MAY 2006 DWG: WCR-03 FRAME SET IN FULL BED OF MORTAR;ADJUST TO GRADE WITH BRICK - MH FRAME & COVER (PER TOWN OF YARMOUTH STANDARDS) t --CONCRETE BLOCK RISER HMA BERM GRANITE CURB TRANSITION PIECE (MACHINE CUT) YARMOUTH NORTH DENNIS ROAD CONSTRUCTION DETAILS SHEET 4 OF 11 4' -0" 6'- 0" VERTICAL GRANITE CURB GRANITE CURB TRANSITION PIECE SCALE: NOT TO SCALE DATE: APRIL 2003 DWG: CURB -07 STONE DUST SURFACE (2-2" COURSES) COMPACTED GRAVEL BASE FINISH GRADE inn inn blot oVu uuut u1n hm htnrn iiUn inn ut 0 o...: o !. PERMASTRIP BLACK DURA -FLEX COMPACTED ALUMINUM EDGING (TO BE INCLUDED SUBGRADE IN BID PRICE FOR STONE DUST) 12" ALUMINIUM SPIKE 24" ON CENTER STONE DUST PATH SCALE: NOT TO SCALE S -STD. H -STD. 4:1 MAX SLOPE ON LOAM OR GRAVEL - 3:1 MAX SLOPE (EXCEPT NW SLOPE) - 24" EXIST GROUND n12" MODIFIED ROCKFILL 12" MIN - * ON NW SLOPE GRADE TO MEET EXIST AT LIMIT OF GRADING SHOWN ON GRADING PLAN. SLOPE SHALL BE AS UNIFORM AS POSSIBLE. PROPOSED ROCKFILL SLOPE SCALE: NOT TO SCALE S -STD. H -STD. \\mawatr\te\08977\cad\te\planset\08977det.dwg FINISHED GRADE d aREMOVE 24" `� COVER r< -DIA. 4'-0" `N DIA. FOUR 12" DIA. KNOCKOUTS 0 0 0 0 0 0 0❑ 0 HEAVY DUTY PRECAST 1 0 0 0 0 0 0 0 0 0 4 yy CONCRETE 2" CRUSHED 14- DRYWELL STONE (M2.01.2)- 0 0 0 00 D E-1 13 0 (HS25-44 LOADING) e 00 0 0 0 0 0 00 0 0 0 0 0 0 C-1 [3 o SURROUND WITH 3'-0' FILTER FABRIC CRUSHED STONE SURROUND WITH '�'v''v v�''� '77v"v (M2.01.2) „ HARDWARE 1 /4 3 -0" CLOTH (TYP) FIRM SUBGRADE 4' LEACHING BASIN SCALE: NOT TO SCALE S -STD. H -STD. H92 HMA BERM GRANITE CURB TRANSITION PIECE (MACHINE CUT) YARMOUTH NORTH DENNIS ROAD CONSTRUCTION DETAILS SHEET 4 OF 11 4' -0" 6'- 0" VERTICAL GRANITE CURB GRANITE CURB TRANSITION PIECE SCALE: NOT TO SCALE DATE: APRIL 2003 DWG: CURB -07 STONE DUST SURFACE (2-2" COURSES) COMPACTED GRAVEL BASE FINISH GRADE inn inn blot oVu uuut u1n hm htnrn iiUn inn ut 0 o...: o !. PERMASTRIP BLACK DURA -FLEX COMPACTED ALUMINUM EDGING (TO BE INCLUDED SUBGRADE IN BID PRICE FOR STONE DUST) 12" ALUMINIUM SPIKE 24" ON CENTER STONE DUST PATH SCALE: NOT TO SCALE S -STD. H -STD. 4:1 MAX SLOPE ON LOAM OR GRAVEL - 3:1 MAX SLOPE (EXCEPT NW SLOPE) - 24" EXIST GROUND n12" MODIFIED ROCKFILL 12" MIN - * ON NW SLOPE GRADE TO MEET EXIST AT LIMIT OF GRADING SHOWN ON GRADING PLAN. SLOPE SHALL BE AS UNIFORM AS POSSIBLE. PROPOSED ROCKFILL SLOPE SCALE: NOT TO SCALE S -STD. H -STD. \\mawatr\te\08977\cad\te\planset\08977det.dwg 6"x6"x3.5' NORTHERN WHITE CEDAR TIMBER (THIS LOCATION ONLY) 6"x6"x6' NORTHERN WHITE CO CEDAR TIMBER (TYP) ELEV 7.5 c r r L 2'-6"- i 2.5' #5 REBAR (TYP) -6 BOLT CROSS TIE TO LAGGING (TYP) 9" / t I r 1 - 6"x6"x2.5' NORTHERN WHITE CEDAR TIMBER (THIS LOCATION ONLY) ELEV 1.0 a r. FINISH GRADE OF ABUTTING SLOPE GRAVEL BORROW (PLACED T IN 6" MAX LIFTS) 6"x6"x3.5' NORTHERN WHITE CEDAR TIMBER (THIS LOCATION ONLY) FINISH GRADE OF ABUTTING SLOPE - GRAVEL BORROW (PLACED IN 6" MAX LIFTS)-\ r r r r CEDAR LAGGING (SEE PROFILE FOR DETAILS) 6" GRAVEL BORROW (18" MIN r PLACED IN 6" MAX LIFTS) ELEV 2.0 BOLT CROSS TIE TO LAGGING (TYP) 9" -►i rte- % 6"x6"x3.5' NORTHERN WHITE CEDAR TIMBER (THIS LOCATION ONLY) 2 0 2 4 SCALE IN FEET BOLT CROSS TIE TO LAGGING (TYP) SW STAIRS PLAN VIEW CEDAR LAGGING (SEE PROFILE FOR DETAILS) 6" 5 WHITE CEDAR TIMBER (THIS LOCATION ONLY) 2.5' #5 REBAR (TYP) 6"x6"x6' NORTHERN WHITE CEDAR TIMBER (TYP) mni T lloncQ TIC PLACED IN 6" MAX LIFTS) 2'-6" VCUHR LJiVVIIVV `JL - PROFILE FOR DETAILS) LOWER CROSS TIE (THIS LOCATION ONLY) 6"x6"x6' NORTHERN WHITE CEDAR TIMBER (TYP)-\ A 2.5' #5 REBAR (TYP) YARMOUTH NORTH DENNIS R CONSTRUCTION DE SHEET 5 OF 11 - GRANI ELEV 7.! 6"x6"x2.5' NORTH WHITE CEDAR TIMI (THIS LOCATION C * BOLTS SHALL BE MIN 1/2" DIAMETER AND MIN 12" LENGTH. DIAMETER SHALL NOT EXCEED 3/4" 6"x6"x3' NORTHERN WHITE CEDAR TIMBER /Tule I nr ATlnm nnll v1 2.5' #5 REBAR (TYP) BOLT CR( TO LAGGI (THIS LO( GRANITI (TWO 8 BOLT UP TO CROS (THIS LO 6"x6"x3' NORTHERN WHITE CEDAR TIMBER (THIS LOCATION ONLY) \\mawatr\te\08977\cad\te\pl 1= 'uc``,' -� z J".. .:j r��' ------ %�-``- � �~� p ✓; --��c�";J JF Jam_. �V- C � � ,���``�_ ,1 p ��-; ;,�-- ��I �: -� - - ,- 1-7 ��� %i�F S� rL I +��` 'fir � r '- -- _� _ t ^•� Yl (�.�... i �s # \_.`� lr1_ _` , FA FE ii� o 6"x6"x3.5' NORTHERN WHITE CEDAR TIMBER (THIS LOCATION ONLY) 2 0 2 4 SCALE IN FEET BOLT CROSS TIE TO LAGGING (TYP) SW STAIRS PLAN VIEW CEDAR LAGGING (SEE PROFILE FOR DETAILS) 6" 5 WHITE CEDAR TIMBER (THIS LOCATION ONLY) 2.5' #5 REBAR (TYP) 6"x6"x6' NORTHERN WHITE CEDAR TIMBER (TYP) mni T lloncQ TIC PLACED IN 6" MAX LIFTS) 2'-6" VCUHR LJiVVIIVV `JL - PROFILE FOR DETAILS) LOWER CROSS TIE (THIS LOCATION ONLY) 6"x6"x6' NORTHERN WHITE CEDAR TIMBER (TYP)-\ A 2.5' #5 REBAR (TYP) YARMOUTH NORTH DENNIS R CONSTRUCTION DE SHEET 5 OF 11 - GRANI ELEV 7.! 6"x6"x2.5' NORTH WHITE CEDAR TIMI (THIS LOCATION C * BOLTS SHALL BE MIN 1/2" DIAMETER AND MIN 12" LENGTH. DIAMETER SHALL NOT EXCEED 3/4" 6"x6"x3' NORTHERN WHITE CEDAR TIMBER /Tule I nr ATlnm nnll v1 2.5' #5 REBAR (TYP) BOLT CR( TO LAGGI (THIS LO( GRANITI (TWO 8 BOLT UP TO CROS (THIS LO 6"x6"x3' NORTHERN WHITE CEDAR TIMBER (THIS LOCATION ONLY) \\mawatr\te\08977\cad\te\pl HIGHWAY GUARD TYPE SS STA 3+00 TO 3+80 RT STA 3+10 TO 3+85 LT STA 4+04 TO 4+28 LT NORTH DENNIS ROAD CONSTRUCTION 1� TRAFFIC SIGNAL CONDUIT NONE WATER SUPPLY ALTERATIONS NONE z -- PROP HIGHWAY GUARD (STEL BACKED WOOD) PROP'�W TIMBER STAIRS (SEE ONSTR DET) GRAN CUR' TRANSITION BEGIN URB +03f PROP STONE DUST DRAINAGE DETAILS SEE BELOW /V/ZZ POND PROP VEL R&S EXIST \ 8531 PROP COLD POSTJ(TYP) PLANE & OVERLAY, R=300.00L=111.42' 1 . 11 42 NORTH DZ -NNIS ROAD �,o sA wCUT N ~�S W11-2 B0 0 3 -( ClBOUND _-� C& 1 PROP HMA DYCL Rnr Wn . 4"-12"" HDPE (BO)� n BERM _JPROP . FULL 200" FRONT ZONE -EDGE OF WATER -PROP MODIFIED ROCKFILL PROP WINGWALL - PROP. -HMA SIDEWALK -PRO 6.5" BO r CULVERT . c- 7TZ 11 r4 DRAINAGE \STRUCTURE DATA STATION -TYPE- NORTHING EASTING BEGIN STA 1+00.00 REMARKS 4713.0200.' 4939.5465 RADIUS = 300.00" TANGENT = 56.36" LENGTH = 111.42" DELTA = 21'16"47" ELEV. OUT PT 1 2+11.42 2+50.0 RT \ 4822.4433 4956.8332 5.80 PVI: ELEV = 8.21 N19'37"02"E 141.33' LB 2+50.0 PC 3+52.75 5.70 4955.569'5 5004.2823 A.D. = 2.45 20.0 RT RADIUS = 300.00" TANGENT = 148.59" LENGTH = 275.93" DELTA = 52'41"58" PT b'F28.68 - - - - 5220.0427 4973.061 5.30 -- N33'04"56"W6' \ A.D. = 1.12 END STA 6+62.04 \ 5247.9932 4954. WATER SUPPLY ALTERATIONS NONE z -- PROP HIGHWAY GUARD (STEL BACKED WOOD) PROP'�W TIMBER STAIRS (SEE ONSTR DET) GRAN CUR' TRANSITION BEGIN URB +03f PROP STONE DUST DRAINAGE DETAILS SEE BELOW /V/ZZ POND PROP VEL R&S EXIST \ 8531 PROP COLD POSTJ(TYP) PLANE & OVERLAY, R=300.00L=111.42' 1 . 11 42 NORTH DZ -NNIS ROAD �,o sA wCUT N ~�S W11-2 B0 0 3 -( ClBOUND _-� C& 1 PROP HMA DYCL Rnr Wn . 4"-12"" HDPE (BO)� n BERM _JPROP . FULL 200" FRONT ZONE -EDGE OF WATER -PROP MODIFIED ROCKFILL PROP WINGWALL - PROP. -HMA SIDEWALK -PRO 6.5" BO r CULVERT . c- 7TZ 11 r4 DRAINAGE \STRUCTURE DATA N$- -TYPE- ST�TION RIM ELEV. INV. INV. REMARKS LOW POINT ELEV = 7.32 o ELEV. IN ELEV. OUT O CB 2+50.0 RT \ 8.89 -- 5.80 PVI: ELEV = 8.21 20 LB 2+50.0 8.75 5.70 5.70 A.D. = 2.45 20.0 RT PVI: ELEV = 7.26 0 LB 2+70.0 r 8.35 5.30 -- A.D. = 1.12 20.0 RT 90' VC K = 35.83 0 n ,I- O CB 4+68.0 LT 7.98 \- 4.00 l � O5 LB 4+60.0 7.65 3.80 3.80-'' O c0 O 00 Lo n m n 16.0 RT + r7 r © LB 4+52.0 34.0 RT 7 5 3.70 3.70 GRADE O7 LB 4+39.0 7 0 3.60 3.60 U w �> I 47.0 RT W -0.50% > J > J 0- W 0- ''-'0.62%----- --- ® LB 4+22.0 7.6 3.50 -- 52.0 RT �. GRAN CURB \ti TRANSITION l- / PROP GRAVEL PROP MODIFIED ROCKFILL ' YARMOUTH NORTH DENNIS ROAD GENERAL PLAN & PROFILE SHEET 6 OF 11 100" RIVERFRON-T-,AREA -PROP__j MODIFIED r�A'�, �r Carr§ R -. yr t EoGe'�� B�JRDERING y ROCKFIL'�,N� - }eUEE WETLAND PROP �TONE_QUST (BO) I 10" IMPRINT PVMT CW (BO) 0 I WN I � I'GW16-7P I �0 1 l I EDGE_.bF BORDERING _ / VEGETATED WETL�ND R=28.5 f PROP BARK MULCH (BO) g0g1 c' x c yx rx " PROP SPLIT RAILNCE PRO GRAVEL O R N �h t %. F, POOR -HIGHWAY ARD .PROP HMAI o j / tag 00 �� c_ \'-(STEEL E.DWOO-0) BERM r- EN -D CURB STA 4+28 B�)`� Sq 68 c 4 v 24 -12` HDPE. (BO} PROP COLD -PROP GRAN.CURB o PLANE & OVERLAY 2 ROP HMA DRIVE'', HMA ERM EXIST Et ti -BERM PROP E -100" RIVERFRON AREA PROP HIGHWAY GUARD \-W16-7P (STEEL BACKED WOOD) _0 Fn�e0' PROP WINGWALL J/ (BO) EDGE OF WATERPROP. MODIFIED ROCKFILL e S: PROP NE TIMBER STAIRS (SEE CONSTR DET) I ` 1120 0 20 40 \ ( SCALE IN FEET 12- 8- 4 2-8-4 0 - DATUM ELEV R=2b.0 41 Ny 0)� crcu MEET EXIST .. A �L 22.7" \ PROP�BARK EOP +02 tt -. MULCH (BO) ! �=/ LBJ 16"-12" HDPE BO) f ( RET TREES 1 7 %j 16'-12"" HDPE (BUsO (BO) BENCHMARK TAG BOLT , HYDRANT #917 ELEV = 9.64 ' \ PROP GRAVEL DRIVE 16"-12" HDPE/(BO) ROP STONE DUST'\(BO) -5.00 c0 c0 � N 1+00 1+50 >> II I Li ui J J EXIST G ADE I MATCH E) IST PROFILE W W II c~n 0 PR DP 6.5" BOX ULVERT �J X W' W � �� �r7 00O N00 0 .-M 'tLo J_ Op 00 r� �� �� �� rr r 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 EXIST SIUION P RELOEVATIEON�RANSITION }---2.0% SUPERELEVATION-}-EXISTI SUPERELSITION OMEET I EVATION I PROFILE - NORTH DENNISI ROAD HORIZONTAL 40 0 40 80 8 0 8 16 VERTICAL SCALE IN FEET R=2 .00" L= 4.9"f -n,MF,ET JEXIST 'tEW 37f 3ROPI HMA 3ERM. PRO GRAVEL �1i l 00" WETLAND \BUFFER ZONE \ 200" RIVERFRONT ZONE \\m a w a t r\t e \0 7 6 3 0 \c a d \t e \p I a n s e t \0 7 6 3 0 g e n. d w g LOW POINT ELEV = 7.32 o PVI: STA = 2+80 LOW POINT STA = 4+67.92 + PVI: ELEV = 8.21 PVI: STA = 4+70 N A.D. = 2.45 PVI: ELEV = 7.26 oK = 36.72 A.D. = 1.12 3: 90' VC K = 35.83 0 n ,I- 40' VC H + N aj N 0) O c0 O 00 Lo n m n + r7 r + I, w GRADE JPROP U w �> I W -0.50% > J > J 0- W 0- ''-'0.62%----- --- -5.00 c0 c0 � N 1+00 1+50 >> II I Li ui J J EXIST G ADE I MATCH E) IST PROFILE W W II c~n 0 PR DP 6.5" BOX ULVERT �J X W' W � �� �r7 00O N00 0 .-M 'tLo J_ Op 00 r� �� �� �� rr r 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 EXIST SIUION P RELOEVATIEON�RANSITION }---2.0% SUPERELEVATION-}-EXISTI SUPERELSITION OMEET I EVATION I PROFILE - NORTH DENNISI ROAD HORIZONTAL 40 0 40 80 8 0 8 16 VERTICAL SCALE IN FEET R=2 .00" L= 4.9"f -n,MF,ET JEXIST 'tEW 37f 3ROPI HMA 3ERM. PRO GRAVEL �1i l 00" WETLAND \BUFFER ZONE \ 200" RIVERFRONT ZONE \\m a w a t r\t e \0 7 6 3 0 \c a d \t e \p I a n s e t \0 7 6 3 0 g e n. d w g L F- oj� _1 TCI�. 9 C 6.99 1-421 3� 11 , 1�1 ! P, � ". - - - - I ol G LD TC`7:43 .96--8 C 19.3 702 „E -- \' r `,` `t i f� \ \ _/ti = .i- / __ 3 :621z, B.20 7.12 141.33' -61 7,37 Tc 85 PC �0.28 BC 7.� 8 sc +. ; +46.10 +7444 7-96 7.86 02.69 +95.47 ............ . 7-C 8 .75 1 300-00' +51.76 60 R= -T ...... 8C 8,10 +31.02 +25.36 J (D -r> �3 0 --1 -8.0 (D 7.62 'OD 7: 61 TC 8.37r- -0 TC 8.35 -lj -4 0 8 BC 7.87, M 7.85 00 PRC +002-4- u PKU _0 PRC R 16�87' RT +73.12 c/� f �� Q,o �/ PCC c� 7.70 +04.25 1 �-7 Ci/ /tl 9. 75 F;v +74 2 ' 0 6b - Or i7.-95- .5 26.56' C cd, 3, o v 14 P Bt RC -7 -18 4c lb' on) po -26.,4 -TC 7.50 c) RA _J Io 4, \ "I ll�� 1 ci +00.01 r�. 11 v D V 'GRADING OTHERS 1�17 42.37' RT GRAVEL//[ LEGEND b,• .0 TC = TOP OF CURB BC = BOTTOM OF CURB TT = TOP OF TIMBER 7.45 800 BT = BOTTOM OF TIMBER' .......... ..................... . +12.30 zl- 57.42' RT�' /+44.24 5 9.10' RT v CURVE TABLE YARMOUTH NORTH DENNIS ROAD ALIGNMENT & GRADING PLAN SHEET 7 OF 11 CURVE RADIUS LENGTH TANGENT DELTA 1 3.00 6.05 4.76 115°34'13" 2 4.00 10.85 18.31 155'20'56- 3 6.00 9.24 5.82 88*13'51 4 14.00 45.55 -- -- 5 6.00 9.24 5.82 88*13'51" 6 25.00 43.29 29.38 99'12'09'" 7 4.00 8.35 6.88 119*38'43- 8 4.00 11.13 22.01 159*24'14" 3" (1 EL. 8.26 WEST EL. 8.77 EAST--\ CULVERT PLAN SCALE: Y4"= 1' PC)ST SPACING Ccs 6'-0" YP. ) WOOD RAIL FENCE E E PROPOSED GRADE STONE FACING --__, FORM LINER D ADA EDC)rn LIMIT OF STONE FACING '' _ f E. J. C. J. HE DLWALL �E J NATIVE STREAM BED MATERIAL EL. -1.40 C.J. ,-'' O ' DO A ,,-' STONE FACING y \\i 6" 7\\\/\ 6„--___ I � CURTAIN WALL7. EL. -4.40 1 -6 MIN. UKUSHLU SIUNL_ FOR BRIDGE FOUNDATIONS WEST ELEVATION SCALE: Y4"= 1' YARMOUTH NORTH DENNIS ROAD CULVERT KEY PLAN SHEET 8 OF 11 2 )TES: ;RETE CULVERT: ;RETE CULVERT SHALL BE DESIGNED BY THE CONTRACTOR. 'OR SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS � PROFESSIONAL STRUCTURAL ENGINEER REGISTERED IN THE H OF MASSACHUSETTS FOR REVIEW AND APPROVAL PRIOR N. SEE SPECIAL PROVISIONS. ;RETE WINGWALL: ;RETE WINGWALL SHALL BE DESIGNED BY THE CONTRACTOR. 'OR SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS � PROFESSIONAL STRUCTURAL ENGINEER REGISTERED IN THE H OF MASSACHUSETTS FOR REVIEW AND APPROVAL PRIOR N. SEE SPECIAL PROVISIONS. A: RETE CULVERT AND WINGWALLS SHALL BE DESIGNED IN AUUUKUANUE WITH THE AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGES, 17TH EDITION AND MASSACHUSETTS HIGHWAY DEPARTMENT BRIDGE MANUAL. HS25 LIVE LOADING SHALL BE USED FOR DESIGN. FOUNDATIONS: GEOTECHNICAL RECOMMENDATIONS FOR EARTH WORK CAN BE FOUND IN "GEOTECHNICAL REPORT FOR PROPOSED CRAB CREEK CULVERT REPLACEMENT ON NORTH DENINIS ROAD, YARMOUTH, MASSACHUSETTS" DATED JUNE 17, 2005 PREPARED BY PROFESSIONAL SERVICE INDUSTRIES, INC. ALL DEWATERING SHALL BE IN ACCORDANCE WITH SPECIAL PROVISIONS 7.74 WEST AND ORDER OF CONDITIONS. 8.73 EAST UNSUITABLE MATERIAL: ALL UNSUITABLE MATERIAL SHALL BE REMOVED WITHIN THE LIMITS OF THE FOUNDATIONS OF THE STRUCTURE, AS DIRECTED BY THE ENGINEER. HYDRAULIC DATA: SEE HYDRODYNAMIC IMPACTS AND ANALYSIS REPORT DATED MAY 2002 PREPARED BY WOODS HOLE GROUP. DRAINAGE AREA: DESIGN DISCHARGE: DESIGN HIGH WATER ELEVATION: DESIGN VELOCITY: FLOOD OF RECORD: HISTORY OF ICE FLOWS: EVIDENCE OF SCOUR AND EROSION: NOTE: SEE SHEET 6 FOR PROFILE N/A 18 CUBIC FEET PER SECOND 1.8 FEET (UPSTREAM) 2 FEET PER SECOND NONE NONE BOTTOM OF PROP. CULVERT CURTAIN WALL AND WINGWALL FOOTINGS. EL. -4.40 BORING LOG ' (Para 1 of 21 c,..:.....I,.. D 4 Project: North Dennis Road and Crab Creek Culvert, Yarmouth, Massachusetts _ Client: Vanasse Hangen Brustlin, Inc. ON THE KEY PLAN THUS: ® B-2 PSI Project No.: 44455016 Drilling Subcontractor: Sail Exploration Na Date Started: 587/05 Drilling Foreman: T. Flores Depth (ft) Date Completed: 527/05 PSI Engineer. J. MacGregor N VALUE (I ♦ 20 40 60 SD i Northeast of northern abutment Ground Surface Elev. 7.0 �r Total Depth: 27 ft. Ground Water Depth: Depth Drill Rig Type: Acker A02 I' - Drilling Method: 4.25 HSA Hammer Weight 140 Its. 6-12-I1-13 Split Spoon Diameter: ID -1.375", OD- 2" Hammer Type: Safety A 23 Rock Care Barrel Size: NIA Drop: 30" 2.0 S2 Similarto Sl. 26.0 - ao�ane,,.. I ,e sum or e middle two Increments of penetration is termed the standard penetration resistance, N. ROD= Rack Quality Cesignation. 'NOH = Weight of Hammer. WOR =Weight of drilling Rods. FIN -A -Ir 4Ai IF BORENG LOG (Page 2 of 2) Boring No.: B-1 Project: North Dennis Road and Crab Creek Culvert, Yarmouth, Massachusetts Client: Vanasse Hangen Brusdin, Inc. PSI Project No.: 44455016 SAMPLE Ia N ON THE KEY PLAN THUS: ® B-2 2. Depth Na Depth (ft) Peal Red. (In) *Blows Per Six Inches/ ROD I%) Depth (ft) DESCRIPTION OF SAMPLES (Classification) iii � u ¢ Soil Strata N VALUE (I ♦ 20 40 60 SD PID ppm _U,U (Class: raFon) ,tel 5'a z �r ppm Depth (ft) Sl Poorly Graded SAND with Silt (SP -SN), fine to Depth (in) RQD 1%) I' - Sl N VALUE (bpf) ♦ 24.x16 6-12-I1-13 medium, trace coarse, 10-15% fares, light and dark brown with black lenses. BORINGS WERE COMPLETED BY S8 Well Ga. i S.3LND (SW). fire to coarse, <5•; A 23 (in) 2.0 - S2 2.0 S2 Similarto Sl. 26.0 - Fill 24!17 1213 51-50 _ . 3.0 Split spoon kickine off cobble. ' 4.0 _ 4.0 27.0 53 Top 3": Simi:ar to 51. Organic Soil - 6.0 - S3 6.0 2VI2 2-24-5 .A.....i..._...:__....L.......:........ 6 cuttings. I Bottom 9":OrganicSoil with Sand (OL),low plasticity, 20-25%fine to medium sand, trace mots, black. - 54 24f I2 8-5-7-10 with Silt (SP -SM), fine to medium, <59 o fares. - A 12 S4 Well Graded SAN5:1�, tare , with Silt SW'- m ( coarse,l0-15%fines,-5°o gravel, Top 6" black, 32.0 - 8.0 - 8.0 bottom 6" dark brown. 34.0 - Sand 10.0 _ 10.0 28.0 - S5 Well Graded S?.1,'D with Silt (S W -S11), tine to _ 36.0 - ........._.__...__.`:.........._.... - 12.0 - S5 12.0 2413 18-17-19-17 mane, -5 o fines, gray, wet. 36' 14.0 - i , 40.0 - of casing while slowly withdrawing tools. I I5.0 S6 Poorly Graded SAND wit.'r Silt vP- Y (_ Sbn, fine, 1 Sand ..............:....__; _.. ....:........ 16.0 - - S6 24/15 9.5-6-9 trace medium and coarse, -5°b fines, gray. _ It I not count SPT during drive. 46.0 - 32.0 - 48.0 - Coliccted sample consisted of Poorly Graded SAND I 20.0 _ _ 20.0 S7 Well Graded SAND with Silt(SW-S%1), fine to 1 I i ........L.......J.... _. :....... i.__.. 52.0 - - 22.0 - S7 22.0 24'18 4-4-5-17 coarse, -5% fires, variation in grading, middle 5" with 5-10% fine gravel, gray, wet 54.0 9 Remarks:l Addedwater to augers prior to removing tools. 'Numbero Mowsrepuiretl ora :n ,., a....., ••.. .�7- ao�ane,,.. I ,e sum or e middle two Increments of penetration is termed the standard penetration resistance, N. ROD= Rack Quality Cesignation. 'NOH = Weight of Hammer. WOR =Weight of drilling Rods. FIN -A -Ir 4Ai IF BORENG LOG (Page 2 of 2) Boring No.: B-1 Project: North Dennis Road and Crab Creek Culvert, Yarmouth, Massachusetts Client: Vanasse Hangen Brusdin, Inc. PSI Project No.: 44455016 -- -- - r u " ." u .c c " .J'p " a y:m a --d, m zv Incneo in tour v Increments. I ne sum of the middle heo increments of penetrat'.on is termed Ge standard penetration resistance, N RQD = Rock Quality Designation. WOH = Weight of Hammer. WOR =Weight of drilling Rods. BOTTOM OF PROP. CULVERT CURTAIN WALL AND WINGWAL FOOTINGS. EL. -4.Z I r: effi ' BORING LOG 1117 SAMPLE I Ia Pmje-1: North Dennis Road and Crab Creek Culvert, Yarmouth, Massachusetts ON THE KEY PLAN THUS: ® B-2 2. Depth Pan./ ' Blows Per Depth DESCRIPTION OF SAMPLES E SW N VALUE (bpf) ♦ PID (R) No. (ft) Rea Six Inches! (Class: raFon) ,tel 5'a z �r ppm Depth (ft) No. Depth (in) RQD 1%) I' - 40 60 80 Sail N VALUE (bpf) ♦ PID 25.0 6. BORINGS WERE COMPLETED BY S8 Well Ga. i S.3LND (SW). fire to coarse, <5•; (ft) (in) ROD i (Classification) y ¢ Strata 26.0 - SS 24!17 8-9-15-21 fres,510%fare ave, gr gray, wet. San` . 'S _ :4 - 27.0 did not count SPT durng drive. - Bottom of boring at 27 Get Backfilled with 28.0 - CoL'ected sample covs:md of Poorly Graded SAND cuttings. I _ with Silt (SP -SM), fine to medium, <59 o fares. . 32.0 - - 34.0 - Sand 28.0 - _ 36.0 - I S10 Drillers carefully maintained water level at top 38.0 - i , 40.0 of casing while slowly withdrawing tools. I - 42.0 Appmximatz1v 3 feet of sand blew into casing; did 44.0 - _ I not count SPT during drive. 46.0 - 32.0 - 48.0 - Coliccted sample consisted of Poorly Graded SAND I _ iSP1, medicos to coarse, trace fare, <5% fines I i 52.0 - 34.0 - Boromofboring at29 feet. Backfilledwith 54.0 _ Remarks:, Addedmterwaucempr..ortommovmgwols. `N ram Aer of -- -- - r u " ." u .c c " .J'p " a y:m a --d, m zv Incneo in tour v Increments. I ne sum of the middle heo increments of penetrat'.on is termed Ge standard penetration resistance, N RQD = Rock Quality Designation. WOH = Weight of Hammer. WOR =Weight of drilling Rods. BOTTOM OF PROP. CULVERT CURTAIN WALL AND WINGWAL FOOTINGS. EL. -4.Z I r: effi ' BORING LOG 1117 (Page 2 of 2) Boring Na.: B-2 1. Pmje-1: North Dennis Road and Crab Creek Culvert, Yarmouth, Massachusetts ON THE KEY PLAN THUS: ® B-2 2. Cl,ent: Vanasse Hangen Brustlin, Ina PSI Project No.: 444-55016 AT BORING POINTS ONLY, BUT DO NOT NECESSARILY SHOW THE NATURE OF THE MATERIALS TO BE ENCOUNTERED DURING CONSTRUCTION. 3. SAMPLE BORING LOGS WERE OBSERVED AT THE TIME OF TAKING BORINGS AND DO NOT NECESSARILY SHOW THE TRUE GROUND WATER LEVEL. Depth (ft) No. Depth Pen./ Red.Six ' Blows Per Inches/ DESCRIPTION OF SAMPLES E Sail N VALUE (bpf) ♦ PID ON MAY 27, 2005. 6. BORINGS WERE COMPLETED BY PROFESSIONAL SERVICE INDUSTRIES, INC., (ft) (in) ROD i (Classification) y ¢ Strata 20 40 60 80 IPPm 'S S9 ApproximaMly 5 fee: ofsand blew into casing; did not count SPT durng drive. - CoL'ected sample covs:md of Poorly Graded SAND 26.0 _ with Silt (SP -SM), fine to medium, <59 o fares. . - Sand 28.0 - S10 Drillers carefully maintained water level at top 30.0 of casing while slowly withdrawing tools. I _ Appmximatz1v 3 feet of sand blew into casing; did _ not count SPT during drive. 32.0 - Coliccted sample consisted of Poorly Graded SAND I iSP1, medicos to coarse, trace fare, <5% fines 34.0 - Boromofboring at29 feet. Backfilledwith _ CUC:ngs and mnmte in top 1 foot 36.0 - 40.0 - 42.0 - 44.0 46.0 - 8.0 - i _ 50.0 52.0 - 54.0 - Remarks:! Swi[cked to cascg a: -:-r col'r_C._t 56. 1 2 Assumed svata bm k 'he mcer he middle of blows two repuiree increments ora 1 ,: c naxmer d-cdoin9 3T .o d' re c O.D., 1.375 LO. sampler a total of 24 inches in your 6" increments. Tn Hammer I WOR= Weight of of pe tet Do Is termed d-11mc Real 1 e standar-f pe-e^anon resistance, N. ROD = Rock Quality Designation. WOH = Weight ofsum of GRAVEL BORROW FOR BACKFILLING STRUCTURES AND PIPES TOP OF CRUSHED STONE AFTER TIGHTENED IN PLACE WATER LEVEL LOWERED (SEE NOTE BELOW) PROP. WINGWE 0 BOTTOM OF EXCAVATION OF UNSUITABLE MATERIAL FINAL ELEVATION TO BE DETERMINED BY THE ENGINEER ON THE PROJECT PROP. CULVERT 45e UP TO 5' (TYP.) 60. OVER 5" (TYP.) CRUSHED STONE FOR BRIDGE FOUNDATIONS YARMOUTH NORTH DENNIS ROAD BORING LOGS SHEET 9 OF 11 me BOTTOM OF EXCAVATION OF UNSUITABLE MATERIAL FINAL ELEVATION TO BE DETERMINED BY THE ENGINEER ON THE PROJECT VCRUSHED STONE FOR BRIDGE FOUNDATIONS /EL BORROW FOR :FILLING STRUCTURES PIPES -TOP OF CRUSHED STONE AFTER TIGHTENED IN PLACE o WATER LEVEL LOWERED (SEE NOTE BELOW) NOTE: AFTER INSTALLATION OF TEMPORARY COFFERDAM, LOWER WATER LEVEL V-0" BELOW TOP OF CRUSHED STONE AND TIGHTEN THE CRUSHED STONE IN PLACE (SEE STANDARD SPECIFICATIONS). GRAVEL BORROW AND CRUSHED STONE FOR BRIDGE FOUNDATIONS NTS BORING NOTES: 1. LOCATION OF BORINGS SHOWN ON THE KEY PLAN THUS: ® B-2 2. BORINGS WERE TAKEN FOR PURPOSE OF DESIGN AND SHOW CONDITIONS AT BORING POINTS ONLY, BUT DO NOT NECESSARILY SHOW THE NATURE OF THE MATERIALS TO BE ENCOUNTERED DURING CONSTRUCTION. 3. WATER LEVELS SHOWN ON THE BORING LOGS WERE OBSERVED AT THE TIME OF TAKING BORINGS AND DO NOT NECESSARILY SHOW THE TRUE GROUND WATER LEVEL. 4. FIGURES IN COLUMNS INDICATE NUMBER OF BLOWS REQUIRED TO DRIVE A 2 INCH O.D. SPLIT SPOON SAMPLER 6 INCHES WITH A 140 POUND MASS FALLING 30 INCHES. 5. ALL BORINGS WERE COMPLETED ON MAY 27, 2005. 6. BORINGS WERE COMPLETED BY PROFESSIONAL SERVICE INDUSTRIES, INC., 10 UPTON DRIVE, WILMINGTON, MA. 01887, (978)988-1142. 6y2" (TYP.) SOUTH FACE — 1 C.Y. CRUSHED STONE (TYP.) —J 1"-0" NATIVE STREAMBED MATERIAL- C.J. T F- o I � r— EL. -0.40 CAST IN PLACE HEADWALL NORTH FACE BITUMINOUS DAMP PROOFING TOP & SIDES (TYP.) -4"0 WEEP HOLES AT 10"f O.C. WITH SCREEN TO PREVENT STONE FROM ENTERING (TYP.) z 0 EL. -4.40 2Y2"'0 HOLES AT 4 SP. ® 2"-0"" : Lz CULVERT ENDS (TYP.) PRECAST CURTAIN WALL TYPICAL CROSS-SECTION PRECAST CONCRETE CULVERT SCALE: 3/a"= 1'-0" HIGHWAY GUARD RAIL POST 16d HOT -DIP GALVANIZED SPIKE, 18 PER POST (TYP.) CASTIN PLACE / BLOCK, CONCRETEE ANCHOR LONG I I I co I � 2'-6" HIGHWAY GUARD RAIL ANCHORAGE ON BRIDGE SCALE: 3/4"= 1'-0" 1"-5" (MIN.) VARIES WOOD RAIL FENCE CENTERED SIDEWALK ON HEADWALL (TYP.) CAST IN PLACE HEADWALL STONE FACING FORM LINER TEMPORARY COFFERDAM aB CREEK BED ; CURTAIN WALL EBB 1'-5" I L 6"0 UTILITY SLEEVE YARMOUTH CONSTRUCTION NORTH DENNIS ROAD CULVERT DETAILS 38"-0" 1"-5"" (MIN.) SHEET 10 OF 11 1'-5'" I 2 -0"" 12'-0" 12'-0 I TOP OF ROADWAY 2% STONE FACING FORM LINER LJ TEMPORARY COFFERDAM TOP OF NATIVE STREAM BED MATERIAL O EL. -0.40 LEVEL 1 C° FLOW z j i — I I � I I EL. -4.40 r 5 -0 L - -- J 1'-0" THICK (TYP.) - 1'-6"" MIN. CRUSHED STONE 1"-O"" (MIN.) NATIVE RIP RAP FOR BRIDGE FOUNDATIONS STREAMBED MATERIAL APRON (TYP.) LONGITUDINAL ELEVATION MATCH WINGWALL DIMENSION (1'-5- MIN.) SCALE: Y4"= 1'-0" 2" CL.1/////-#5 EACH FACE IF— �. • CAST IN PLACE CONCRETE HEADWALL POST LAG BOLT 6" #5®12" PROP. 2X6X12' PT LONG W/ HEX HEAD TOP OF PRECAST • 1)/2-(TYP.) WOOD RAIL (TYP.) & WASHER (TYP.) #5®12" CULVERT 1Yz - I I • 1Y2"(TYP.) 3/4" MECHANICAL ®® _ REBAR SPLICER I EXPANSION JOINT - 2' -0" 1"-5" (MIN.) 1'-5" 1'-5"" (MIN.) (TYP.) VARIES 2'-0'" SIDEWALK 1'-5" WOOD RAIL FENCE CENTERED STEEL—BACKED y HEAD WALL ON PRECAST WINGWALL (TYP.) I WOOD GUARD TOP OF _ RAIL(TYP.) ROADWAY SCALE: 3/4'""= 1'-0'" I I INSTALL #5 DOWEL AFTER Ya" /FT. I 4I FILL HOLE WITH CULVERT IS PLACED STONE FACING FORM I I NON -SHRINK GROUT o l I EL. -1.40 LINER (TYP.) I r00 I I GUARD RAIL i PRECAST CONCRETE PRECAST CONCRETE I I POST (TYP.) I WINGWALL (TYP.) CULVERT SET ON WINGWALL (TYP.) 2'--0" J00 MORTAR BED TOP OF MOD TOP OF b MOD ROCK FILL o ROCK FILL PRECAST CONCRETE NOTE 2 (TYP.) I BOTTOM OF I 2Y2"� HOLE FOR SPACING SEE N FOOTING (TYP.) PRECAST CULVERT �o �f TYPICAL CROSS—SECTION I z NOTE 1 (TYP.) #5@12" EL. -4.40 EL. -4.40 \ #4 (TYP.) NOTES: 1. MEMBRANE WATER PROOFING AND 8"x16"x2", 2 I 4000 PSI 3/4 IN., 610 CEMENT CONCRETE BLOCKS LA'D IN MORTAR OR OTHER WATERPROOFING EL. —4.40 PROTECTIVE COURSE, MIN. 2" THICK AS SPECIFIED IN THE STANDARD SPECIFICATIONS. PRECAST CURTAIN WALL INSTALLED � CRUSHED STONE 2. 4"0 WEEP HOLES 10'-0'" O.C. (JUST ABOVE DURING PLACEMENT OF CRUSHED STONE � 1 -0 FOR BRIDGE PROTECTIVE COURSE) WITH SCREEN TO PREVENT — — — FOUNDATIONS STONE FROM ENTERING. TYPICAL WINGWALL SECTIONS CURTAIN WALL SCALE: Y4' l' -O_ SCALE: 3/4"'= l' -O" ti 1Y2" (TYP.) 13/6""0 HOLE FOR 6X6 PT WOOD POST 3/4"0 BOLT (TYP.) CD e 2" (TYP.) 0 5/1Ln6 L 1 1Y2" (TYP.) - 0 1 112" (TYP.) ft ° li LIT_II N til < 9Y2""x14"xY2" HOT -DIP 1111 GALVANIZED PLATE jlljm.. CORE AND GROUT EPDXY " ADHESIVE ANCHOR (TYP.) 9Y2" 3/4"0 A307 HOT—DIP GALVANIZED THREADED ROD NOTES: 1. POSTS SHALL BE SPACED 6"-0" O.C. 2• 3/e""LAG BOLTS SHALL BE HOT—DIP GALVANIZED OR STAINLESS STEEL. 3. WASHERS SHALL BE 1" DIA. CUT STEEL HOT—DIP GALVANIZED OR STAINLESS STEEL. 4, TIMBER SIZES ARE NOMINAL. 5. RAILS TO SPAN 3 POSTS (MIN.). 6. ANGLES AND PLATES SHALL BE EITHER STAINLESS STEEL OR HIT DIP GALVANIZED ASTM A36, GR36 STEEL AND THE COST SHALL BE INCIDENTAL TO THE CULVERT STRUCTURE WOOD RAIL FENCE DETAIL SCALE: 1"= l' -O" FACE OF WINGWALL OR HEADWALL OPERATIONAL SIGNING LANE CLOSURES SHOWN ARE FOR TEMPORARY CONSTRUCTION. ALL DRUMS AND SIGNS ARE SHOWN AS THEY SHOULD APPEAR DURING THE WORKING DAY, OR WHILE OPERATING IN THE WORK ZONE. WORK AREA 1 2.0"t TEMPORARY SOIL SLOPE 1:4 4" OR GREATER EXCAVATION DRUM TRAVEL WAY ROADWAY SLOPE PROTECTION NOT TO SCALE I NORTH DE-IVN/S ROAD Zcu Z5u W20-8 M W20-4 M FIs DRUMS ®15" O.C. DRUMS ® 20' O.C. �—.... ..T..- �® 11" MIN. �...— . � — — — — -� +�—DRUMS ®25' O.C. WORK AREA PUBLIC ACCESS RESTRICTED M W20-4 W20-8 N ...... s R11 —4 R11— U WORK AREA 200" 200' 50'-100" 150" I VARIES I_ 100" _ 200" 200' WORK AREA 1 2.0"t TEMPORARY SOIL SLOPE 1:4 4" OR GREATER EXCAVATION DRUM TRAVEL WAY ROADWAY SLOPE PROTECTION NOT TO SCALE I NORTH DE-IVN/S ROAD Zcu Z5u 5UU I 5uu LIMII Ur I Z5U ® i _0 WORK AREA PUBLIC ACCESS RESTRICTED WORK 0 G20-2 W20 -1a 0 R2-10 10 W20-1bP W20 -1c M Q � N 1 0 N 0 STREET L NOT TO SCALE �,.uc �a� DIRECTION DIRECTION OF TR OF SLOPE 1:10 SLOPE 1:10 SQUARE OFF THE FULL WIDTH OF THE ROADWAY AT THE END OF WORK DAY 0 1- DRUM 0 I Z5U I Z5U ® i _0 WORK AREA PUBLIC ACCESS RESTRICTED N N s R11 —4 R11— U I 0 N SIGH DESIGNATION W20—la W20—lb W20 -1c W20-1 V120-4 1"x'20-8 G20-2 Vol 3-1 R2-10 TEMPORARY SIGNS LEGEND ROAD WORK 1500 FT. ROAD WORK 1000 FT. ROAD WORK 500 FT. ROAD WORK AHEAD ONE LANE ROAD AHEAD POLICE OFFICER AHEAD END ROAD WORK ADVISORY SPEED PLATE STATE LAW SPEEDING FINES DOUBLED IN WORK ZONES HEIGHT 48" 48" 48" 48" 48" 24" 36" WIDTH 48" 48" 48" 48" 48" 48" 60" 24" 48" DETOUR O UR TO � N DENNIS RD SOUTHBOUND M4-5 M1-4(6) M6-2 M4 -9L M4 -9V SP -1 DETOUR END N DENNIS RD *, DETOUR NORTHBOUND SP -2 M4 -9R M4 -8a ROAD CLOSED TO THROUGH TRAFFIC R11-4 LEGEND YARMOUTH NORTH DENNIS ROAD TRAFFIC MANAGEMENT PLANS SHEET 11 OF 11 GENERAL NOTES 1. ALL CONSTRUCTION SIGNING, DRUMS, BARRICADES AND OTHER DEVICES SHALL CONFORM WITH THE 2003 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) AS AMENDED. 2. ALL DRUMS SHALL BE SET AT 20' ON CENTER MAX. UNLESS OTHERWISE NOTED OR ADJUSTED BY THE ENGINEER. 3. ALL DRUMS SHALL BE APPROXIMATELY PLACED AND MOVED AS NECESSARY TO MAINTAIN ADEQUATE ABUTTER ACCESS AT ALL TIMES. WORK MAY REQUIRE ADDITIONAL SIGNS, DRUMS AND OTHER TRAFFIC CONTROL DEVICES, GRADING AND TEMPORARY PAVEMENT FOR PASSAGE OF PEDESTRIAN, VEHICULAR AND EMERGENCY TRAFFIC THROUGH THE WORK AREAS, BOTH DURING AND AFTER WORKING HOURS, TO MAINTAIN SUCH ACCESS. 4. THE CONTRACTOR SHALL NOTIFY EACH ABUTTOR AT LEAST 24 HOURS IN ADVANCE OF THE START OF ANY WORK THAT WILL REQUIRE THE TEMPORARY CLOSURE OF ACCESS, SUCH AS CONDUIT INSTALLATION, EXISTING PAVEMENT EXCAVATION, TEMPORARY DRIVEWAY PAVEMENT PLACEMENT AND SIMILAR OPERATIONS. 5. A MINIMUM OF ONE LANE OF TRAFFIC IN EACH DIRECTION ON TWO WAY STREETS SHALL BE MAINTAINED AT ALL TIMES, EXCEPT THAT DURING WORKING HOURS, TRAFFIC MAY BE REDUCED TO ONE LANE UNDER POLICE CONTROL FOR SHORT TIME PERIODS WHEN REQUIRED FOR THE WORK, AS SHOWN. 6. GRADE SEPARATIONS IN EXCESS OF 2" DURING NON—WORKING HOURS WILL REQUIRE DELINEATION BY USE OF DRUMS. 7. EXCAVATION EDGES IN EXCESS OF 4" DEEP SHALL BE PROTECTED DURING NON—WORKING HOURS BY BACKFILLING WITH A WEDGE OF GRAVEL OR SOIL TO COMPACTED 1:4 SLOPE. 8. 11' MINIMUM LANE WIDTHS SHALL BE MAINTAINED. 9. NON—ESSENTIAL TRAFFIC CONTROL DEVICES SHALL BE COVERED OR REMOVED DURING NON—WORKING HOURS. 11. ADVISORY SPEED PLATES (W13-1) SHALL BE USED IF APPROPRIATE AND AS DIRECTED BY THE ENGINEER. 12. FINAL ROAD CLOSURE SCHEDULE AND DETOUR WILL BE SUBMITTED TO THE TOWN OF YARMOUTH DPW, POLICE, AND FIRE FOR REVIEW AND APPROVAL. NOT TO SCALE 0 DRUM TYPE III BARRICADES I Z5U I Z5U ® TRAFFIC CONE WORK AREA PUBLIC ACCESS RESTRICTED R2-10 R11 —4 R11— O POLICE OFFICER M4 -9V PROPOSED TRAFFIC FLOW � CONSTRUCTION SIGN NTS NOT TO SCALE Al ADVANCE SIGN SCHEMATIC NITS SIGNS TO BE INSTALLED AT THE PROJECT LIMITS AS SHOWN. ALL ADVANCE SIGNS TO BE IN PLACE FOR THE DURATION OF THE PROJECT. LIMII OF 5uu I 5UU I Z5U I Z5U WORK *I W20-1 c 01W20—lb OI R2-10 G20-2 h W20 -1a VARIABLE MESSAGE SIGN (VMS) 616 A 6 RpU� SP -1 M4 -9L d SP -2 SP-2� M4 -9R R11-4 M4 -9V �F� SP -1 R11-4 M4 -9R M4-5 M1-4(6) SP -2 M6-2 4-9L NOTE: VARIABLE MESSAGE SIGNS SHALL BE INSTALLED ONE WEEK BEFORE CONSTRUCTION BEGINS. SIGNS SHALL READ AS SHOWN BELOW, WHERE XX/XX REPRESENTS THE DATE THAT THE ABOVE DETOUR WILL BE PUT IN EFFECT. N DENNIS STARTING ROAD XX/XX CLOSED IR Ro SP -1 SP -1 SP -1 R11-4 R11-4 M4 -9V SP -1 M4 -9R M4 -9V d M4 -9L M4 -8a ,b sET M4 -9R UC�ET /QQ �0 0`1 A1e1?C,yANT A !/ ROAD CLOSURE !z SP -2 R11-4 mmmm VMS N �Q SP -2 R11-4 M4 -9L M4 -8a 6 5k - T: \08977.00\cad\te\planset\08977tmp.dwg