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HomeMy WebLinkAbout83-1765 - 2 - Legend & General NotesGENERAL SYMBOLS PAVEMENT MARKINGS AND SIGNING SYMBOLS YARMOUTH EXISTING PROPOSED EXISTING PROPOSED NORTH DENNIS ROAD 11 C,5 (OR G/, LB) jc�CB CATCH BASIN (OR GUTTER INLET, OR LEACHING BASIN) LEGEND & GENERAL NOTES RCBC1 (OR G/C/� `p�CBCI (OR GICI) CATCH BASIN (OR GUTTER INLET) WITH CURB INLET (GUTTERMOUTH) PAVEMENT ARROW AND LEGEND SHEET 2 OF 7 EDGESTONE–TYPE NOTED o — — EDGE OF ROAD C �_ OEW HH 0EHH ELECTRIC HANDHOLE (NUMBER AS NOTED) C CROSSWALK, 2-12" WHITE LINES (WIDTH NOTED) 0MH OEMH ELECTRIC MANHOLE SL SL STOP LINE, 12" WHITE LINE 4.0' BEHIND CW (TYP) O TMH O TMH TELEPHONE MANHOLE©� v YIELD LINE, 24" x 36" WHITE TRIANGLE, 36" O.C. OYUMH OWMH WATER MANHOLE SWCHL SWCHL SOLID WHITE CHANNELIZING LINE—SIZE AS NOTED OSMH OSMH SEWER MANHOLE SYCHL SYCHL SOLID YELLOW CHANNELIZING LINE—SIZE AS NOTED ODMH ®DMH DRAINAGE MANHOLEGENERAL NOTES BWLL BWLL BROKEN WHITE LANE LINE — 6" *GG •GG GAS GATE SWLL SWLL SOLID WHITE LANE LINE - 6" 1. TOPOGRAPHICAL INFORMATION FROM A SURVEY BY THE TOWN OF YARMOUTH o WG *WG WATER GATE DYCL DYCL DOUBLE YELLOW CENTERLINE - 4" IN JANUARY 2003. HORIZONTAL COORDINATES AND VERTICAL ELEVATIONS SYEL ARE AN ASSUMED SYSTEM. SYEL SOLID YELLOW EDGE LINE - 6" O CS •CS CURB STOP SWEL SWEL SOLID WHITE EDGE LINE - 6" 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN `b'Hyd 4/HYD HYDRANT BYLL BYLL BROKEN YELLOW LANE LINE - 6„ APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT OFA • FA FIRE ALARM BOX F BICYCLE LANE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE oPM •PM PARKING METER _ BICYCLE DETECTION LEGEND OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE LP LP STREET LIGHT POLES/gn d + t SIGN AND POST ANY AND ALL UNDERGROUND UTILITIES. -0 UP -O-UP UTILITY POLE + DELINEATOR 3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY -0 Guy + GUY GUY POLE DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION RCP 21'-12"RCPFURNISHED TO THE ENGINEER FOR RESOLUTION OF THE CONFLICT. D D DRAIN PIPE (UNDER 24") 21'-24"RCP 4. THE CONTRACTOR SHALL ALTER THE MASONRY OF THE TOP SECTION OF ALL DRAIN PIPE (DOUBLE LINE 24" AND OVER) EXISTING DRAINAGE STRUCTURES AS NECESSARY FOR CHANGES IN GRADE, AND B" VCPS S 82 -8 VCP SEWER MAIN RESET ALL WATER AND DRAINAGE FRAMES, GRATES AND BOXES TO THE PROPOSED FINISH SURFACE GRADE. REQUIRED NEW MASONRY SHALL BE CLAY BRICK E E ELECTRIC DUCT CONFORMING TO M4.05.2. 4- HPG G 8"GAS GAS MAIN 5. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE ALTERATION AND B"" C./. W W12"DI WATER MAIN ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE AND ANY OTHER PRIVATE UTILITIES BY THE UTILITY COMPANIES. T T TELEPHONE DUCT " 6• TREES AND SHRUBS WITHIN THE LIMITS OF GRADING SHALL BE REMOVED ONLY ❑MB OMB MAIL BOX UPON APPROVAL OF THE ENGINEER. n n n 7 yy T T T T T T HIGHWAY GUARD (TYPE NOTED) 7. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE -X—X— —x— —0— FENCE (SIZE AND TYPE NOTED) CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ❑MHB OMHB HIGHWAY/PROPERTY BOUND (TYPE NOTED) ORIGINAL CONDITION AT NO EXPENSE TO THE OWNER. LABEL/DATE LABEL/DATE CITY, TOWN, OR COUNTY LAYOUT 8. THE TERM "PROPOSED" (PROP) MEANS WORK TO BE CONSTRUCTED USING NEW MATERIALS OR, WHERE APPLICABLE, RE-USING EXISTING MATERIALS IDENTIFIED STATE HIGHWAY LAYOUT (S.H.L.O.) AS "REMOVE AND RESET” (R&R). EASEMENT LINE 9. JOINTS BETWEEN NEW HOT MIX ASPHALT ROADWAY PAVEMENT AND SAWCUT /p PROPERTY LINE EXISTING PAVEMENT SHALL BE SEALED WITH BITUMEN AND BACKSANDED. NAME CITY, TOWN, OR COUNTY BOUNDARY 10. ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE REMOVED AND NAME STATE BOUNDARY RESET UNLESS INDICATED OTHERWISE ON THE DRAWINGS. 11. ALL LATERAL DRAIN PIPES SHALL BE INSTALLED WITH A PITCH OF .01 BASE OR SURVEY LINE NOO 00 00 "E + 57.59 ', 0 FOOT PER FOOT (MINIMUM) UNLESS NOTED OTHERWISE ON THE DRAWINGS. CONSTRUCTION BASELINE P. C //GO iq GO t 12. ALL EXISTING COUNTY AND TOWN LOCATION LINES AND PRIVATE PROPERTY LINES HAVE BEEN ESTABLISHED FROM AVAILABLE INFORMATION AND j TREE (SIZE AND TYPE NOTED) THE13. ALLR EXACT EXISTING UTILITIES ARE TO REMAINACTIVEDURING CONSTRUCTION. APPROXIMATE FULL DEPTH AREA 14. EXISTING TREES IN THE ISLAND AT STA 4+40 RT SHALL BE PROTECTED WITH 2"x4"x8' WOOD STUDS STRAPPED SIDE BY SIDE AROUND THE ENTIRE CIRCUM- FERENCE OF THE TRUNK, IN A MANNER APPROVED BY THE TOWN OF YARMOUTH B-1 BORINGS, PAVEMENT CORES TREE WARDEN. 15. EXISTING STONE MONUMENT LOCATED AT STA 4+10 LT SHALL BE PROTECTED FRI TP-1 TEST PIT DURING CONSTRUCTION IN A MANNER APPROVED BY THE TOWN OF YARMOUTH. 0 HAYBALE GENERAL ABAN ABANDON ADJ ADJUST APPROX APPROXIMATE BIT BITUMINOUS BOS BOTTOM OF SLOPE (BO) BY OTHERS C.I.P. CAST IN PLACE CLF CHAINLINK FENCE C.J. CONSTRUCTION JOINT CONC CONCRETE E.J. EXPANSION JOINT ELEV ELEVATION EOP EDGE OF PAVEMENT EXIST EXISTING FND FOUNDATION GRAN GRANITE HMA HOT MIX ASPHALT LOAM LOAM BORROW LT LEFT MAX MAXIMUM MIN MINIMUM NTS NOT TO SCALE PGL PROFILE GRADE LINE PROP PROPOSED PT PRESSURE TREATED PVMT PAVEMENT REM REMOVE REMOD REMODEL RET RETAIN R&D REMOVE AND DISCARD R&R REMOVE AND RESET R&S REMOVE AND STACK RT RIGHT STA STATION TEMP TEMPORARY TOS TOP OF SLOPE TYP TYPICAL ABBREVIATIONS UTILITIES ACCMP ASHPALT COATED CORRIGATED METAL PIPE CAP CORRUGATED ALUMINUM PIPE CIP CAST IRON PIPE CIT CHANGE IN TYPE COND CONDUIT DIP DUCTILE IRON PIPE FES FLARED END SECTION F&C FRAME AND COVER F&G FRAME AND GRATE HDPE HIGH DENSITY POLYETHYLENE PIPE HW HEADWALL HYD HYDRANT INV INVERT PVC POLYVINYLCHLORIDE PIPE PWW PAVED WATER WAY RCP REINFORCED CONCRETE PIPE TSV&B TAPPING SLEEVE VALVE AND BOX UP UTILITY POLE ALIGNMENT/GRADING PROFILES CC CENTER OF CURVE HP HIGH POINT LP LOW POINT PC POINT OF CURVE PI POINT OF INTERSECTION PNT POINT POINT OF VERTICAL REVERSE CURVE PCC POINT OF COMPOUND CURVE PRC POINT OF REVERSE CURVE PT POINT OF TANGENT 25.45 SPOT ELEVATION T: \08977.00\cad\to\planset\NOI\08977leg–NOI.dwg 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 VERTICAL 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\to\planset\NOI\08977leg–NOI.dwg