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SALEM HARBOR DERBY ST ESSEX ST WEBB ST BRIDGE ST BECKET ST K ST ORANGE ST PALFREY CT DANIELS ST BENTLEY ST LENGTH OF PROJECT = 718.29 FEET = 0.1360 MILES PROJECT LOCATION IN THE CITY OF ESSEX COUNTY FINAL SUBMITTAL SALEM, MA DERBY STREET IMPROVEMENTS PHASE 2 13150.30_(COV).DWG 10-Mar-2023 1:51 PM Plotted on INDEX SHEET NO. DESCRIPTION 1 TITLE SHEET & INDEX 2 LEGEND 3 ABBREVIATIONS & GENERAL NOTES 4 TYPICAL SECTIONS 5-6 CONSTRUCTION PLANS 7-8 CURB TIE & GRADING PLANS 9 SIGNING & PAVEMENT MARKING PLANS TRAFFIC SIGN SUMMARY TEMPORARY TRAFFIC CONTROL PLANS 11-12 UTILITY PLANS 13-14 CONSTRUCTION DETAILS THESE PLANS ARE SUPPLEMENTED BY THE OCTOBER 2017 CONSTRUCTION STANDARD DETAILS, THE 2015 OVERHEAD SIGNAL STRUCTURE AND FOUNDATION STANDARD DRAWINGS, MASSDOT TRAFFIC MANAGEMENT PLANS AND DETAIL DRAWINGS, THE 1990 STANDARD DRAWINGS FOR SIGNS AND SUPPORTS, THE 1968 STANDARD DRAWINGS FOR TRAFFIC SIGNALS AND HIGHWAY LIGHTING, AND THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK. 500 SCALE: 1" = 500' 0 1000 1500 2000 N DATE DESCRIPTION REV # CHECKED BY DRAWN BY DESIGNED BY ENGINEER SHEET OF 13150.30 13150.30_(COV).DWG VHB CAD FILE NAME DFTG CHECKED BY DATE APPROVED BY 01 JOB NO. DATE 33 NJS NJS BTP APRIL 2023 Vanasse Hangen Brustlin, Inc. 101 Walnut St., PO Box 9151 Watertown, MA 02472 [PHONE REDACTED] FAX [PHONE REDACTED] PROJECT END STA 14+55.93 N: 3015950.2966 E: [PHONE REDACTED] PROJECT BEGIN STA 7+37.64 N: 3015578.8381 E: [PHONE REDACTED] KIMBERLEY DRISCOLL, MAYOR DAVID KNOWLTON, P.E., CITY ENGINEER/ DPS DIRECTOR SALEM DERBY STREET TITLE SHEET & INDEX SHEET 1 OF 15 BTP SHK PARTIAL DRAFT SET - CROSSED OUT SUBSETS TO BE INCLUDED IN FUTURE SUBMISSION Draft Print 03/10/2023 1:57:58 PM ---PAGE BREAK--- 13150.30_(LEG).DWG 10-Mar-2023 1:52 PM Plotted on GENERAL SYMBOLS EXISTING PROPOSED DESCRIPTION JERSEY BARRIER CATCH BASIN CATCH BASIN CURB INLET FLAG POLE GAS PUMP MAIL BOX POST SQUARE POST CIRCULAR WELL ELECTRIC HANDHOLE FENCE GATE POST GAS GATE BORING HOLE MONITORING WELL TEST PIT HYDRANT LIGHT POLE COUNTY BOUND GPS POINT CABLE MANHOLE DRAINAGE MANHOLE ELECTRIC MANHOLE GAS MANHOLE MISC MANHOLE SEWER MANHOLE TELEPHONE MANHOLE WATER MANHOLE MASSACHUSETTS HIGHWAY BOUND MONUMENT STONE BOUND TOWN OR CITY BOUND TRAVERSE OR TRIANGULATION STATION TROLLEY POLE OR GUY POLE TRANSMISSION POLE UTILITY POLE W/ FIREBOX UTILITY POLE WITH DOUBLE LIGHT UTILITY POLE W / 1 LIGHT UTILITY POLE BUSH TREE STUMP SWAMP / MARSH WATER GATE PARKING METER OVERHEAD CABLE/WIRE CURBING CONTOURS (ON-THE-GROUND SURVEY DATA) CONTOURS (PHOTOGRAMMETRIC DATA) UNDERGROUND DRAIN PIPE (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND ELECTRIC DUCT (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND GAS MAIN (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND SEWER MAIN (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND TELEPHONE DUCT (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND WATER MAIN (DOUBLE LINE 24 INCH AND OVER) BALANCED STONE WALL GUARD RAIL - STEEL POSTS GUARD RAIL - WOOD POSTS GUARD RAIL - DOUBLE FACE - STEEL POSTS GUARD RAIL - DOUBLE FACE - WOOD POSTS CHAIN LINK OR METAL FENCE WOOD FENCE EROSION CONTROL BARRIER TREE LINE SAWCUT LINE TOP OR BOTTOM OF SLOPE LIMIT OF EDGE OF PAVEMENT OR COLD PLANE AND OVERLAY BANK OF RIVER OR STREAM BORDER OF WETLAND 100 FT WETLAND BUFFER 200 FT RIVERFRONT BUFFER STATE HIGHWAY LAYOUT TOWN OR CITY LAYOUT COUNTY LAYOUT RAILROAD SIDELINE TOWN OR CITY BOUNDARY LINE PROPERTY LINE OR APPROXIMATE PROPERTY LINE EASEMENT JB CB FP GP MB WELL EHH GG BHL # MW # TP # MHB TPL or GUY UFB UPDL ULT UPL WG PM DYCL CW SL DWL PAVEMENT MARKINGS SYMBOLS EXISTING PROPOSED DESCRIPTION STOP LINE CROSSWALK SOLID WHITE LINE DOTTED WHITE LINE, 2' LINE W/4' SPACING DOUBLE YELLOW CENTER LINE SOLID WHITE CHANNELIZATION LINE SWL SALEM DERBY STREET LEGEND SHEET 2 OF 15 Draft Print 03/10/2023 1:58:03 PM ---PAGE BREAK--- 13150.30_(LEG).DWG 10-Mar-2023 1:52 PM Plotted on ABBREVIATIONS GENERAL AADT ANNUAL AVERAGE DAILY TRAFFIC ABAN ABANDON ADJ ADJUST APPROX. APPROXIMATE A.C. ASPHALT CONCRETE ACCM PIPE ASPHALT COATED CORRUGATED METAL PIPE BIT. BITUMINOUS BC BOTTOM OF CURB BD. BOUND BL BASELINE BLDG BUILDING BM BENCHMARK BO BY OTHERS BOS BOTTOM OF SLOPE BR. BRIDGE CB CATCH BASIN CBCI CATCH BASIN WITH CURB INLET CC CEMENT CONCRETE CCM CEMENT CONCRETE MASONRY CEM CEMENT CI CURB INLET CIT CHANGE IN TYPE CIP CAST IRON PIPE CLF CHAIN LINK FENCE CL CENTERLINE CMP CORRUGATED METAL PIPE CSP CORRUGATED STEEL PIPE CO. COUNTY CONC CONCRETE CONT CONTINUOUS CONST CONSTRUCTION CR GR CROWN GRADE DHV DESIGN HOURLY VOLUME DI DROP INLET DIA DIAMETER DIP DUCTILE IRON PIPE DW STEADY DON'T WALK - PORTLAND ORANGE DWY DRIVEWAY ELEV (or EL.) ELEVATION EMB EMBANKMENT EOP EDGE OF PAVEMENT EXIST (or EX) EXISTING EXC EXCAVATION F&C FRAME AND COVER F&G FRAME AND GRATE FDN. FOUNDATION FIELDSTONE GAR GARAGE GD GROUND GG GAS GATE GI GUTTER INLET GIP GALVANIZED IRON PIPE GRAN GRANITE GRAV GRAVEL GRD GUARD HDW HEADWALL HMA HOT MIX ASPHALT HOR HORIZONTAL HYD HYDRANT INV INVERT JCT JUNCTION L LENGTH OF CURVE LB LEACH BASIN LP LIGHT POLE LT LEFT MAX MAXIMUM MB MAILBOX MH MANHOLE MHB MASSACHUSETTS HIGHWAY BOUND MIN MINIMUM NIC NOT IN CONTRACT NO. NUMBER PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE P.G.L. PROFILE GRADE LINE PI POINT OF INTERSECTION POC POINT ON CURVE POT POINT ON TANGENT PRC POINT OF REVERSE CURVATURE PROJ PROJECT PROP PROPOSED PSB PLANTABLE SOIL BORROW PT POINT OF TANGENCY PVC POINT OF VERTICAL CURVATURE PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENCY PVMT PAVEMENT ABBREVIATIONS (cont.) GENERAL R RADIUS OF CURVATURE R&D REMOVE AND DISPOSE RCP REINFORCED CONCRETE PIPE RD ROAD RDWY ROADWAY REM REMOVE RET RETAIN RET WALL RETAINING WALL RMDL REMODEL ROW RIGHT OF WAY RR RAILROAD R&R REMOVE AND RESET R&S REMOVE AND STACK RT RIGHT SB STONE BOUND SHLD SHOULDER SMH SEWER MANHOLE ST STREET STA STATION SSD STOPPING SIGHT DISTANCE SHLO STATE HIGHWAY LAYOUT LINE SW SIDEWALK T TANGENT DISTANCE OF CURVE/TRUCK % TAN TANGENT TEMP TEMPORARY TC TOP OF CURB TOS TOP OF SLOPE TRANS TRANSITION TYP TYPICAL UP UTILITY POLE VAR VARIES VERT VERTICAL VC VERTICAL CURVE WCR WHEEL CHAIR RAMP WG WATER GATE WIP WROUGHT IRON PIPE WM WATER METER/WATER MAIN X-SECT CROSS SECTION GENERAL NOTES: 1. EXISTING CONDITIONS AND TOPOGRAPHICAL INFORMATION FROM AN ACTUAL FIELD SURVEY CONDUCTED BY MERIDIAN ASSOCIATES IN DECEMBER, 2019. 2. THE HORIZONTAL CONTROL IS BASED ON THE MASSACHUSETTS MAINLAND STATE PLANE COORDINATE SYSTEM AND THE NATIONAL GEODETIC SURVEY (NAD83). ALL ELEVATION IS US FEET, REFERENCED TO THE NORTH AMERICA VERTICAL DATUM OF 1988 (NAVD88). 3. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND GRADES IN THE FIELD BEFORE COMMENCING WORK AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 4. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 5. DRAINAGE ELEVATIONS ARE PROVIDED FOR DESIGN PURPOSES ONLY. THE CONTRACTOR SHALL VERIFY BY TEST PIT, THE LOCATIONS OF EXISTING UTILITIES WHICH MAY CONFLICT WITH THE PROPOSED DRAINAGE DESIGN. ANY FIELD ADJUSTMENTS REQUIRED WILL BE MADE AS APPROVED OR DIRECTED BY THE ENGINEER. ONLY AFTER THE CONTRACTOR VERIFIES ELEVATIONS FOR THE CONSTRUCTABILITY OF THE DRAINAGE SYSTEM SHALL ANY STRUCTURES BE ORDERED. ANY FIELD ADJUSTMENTS TO LINE & GRADE UP TO A DEPTH OF 5’ SHALL BE INCLUDED IN THE COST OF THE PIPE. PIPE EXCAVATION GREATER THAN 5’ WILL BE PAID UNDER CLASS B TRENCH EXCAVATION. 6. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED TO THE ENGINEER FOR RESOLUTION OF THE CONFLICT. 7. THE CONTRACTOR SHALL ALTER THE MASONRY OF THE TOP SECTION OF ALL EXISTING DRAINAGE AND SEWER STRUCTURES AS NECESSARY FOR CHANGES IN GRADE, AND RESET ALL WATER AND DRAINAGE FRAMES, GRATES AND BOXES TO THE PROPOSED FINISH SURFACE GRADE. REQUIRED NEW MASONRY SHALL BE CLAY BRICK. 8. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE AND ANY OTHER PRIVATE UTILITIES BY THE UTILITY COMPANIES. 9. EXISTING UTILITY POLES WILL BE RELOCATED BY OTHERS IF REQUIRED. 10. TREES AND SHRUBS WITHIN THE LIMITS OF GRADING SHALL BE REMOVED ONLY UPON APPROVAL OF THE ENGINEER. 11. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT NO EXPENSE TO THE OWNER. 12. IF SUITABLE, EXISTING GRANITE CURB & EDGING SHALL BE RE-USED IN THE PROPOSED WORK, EXCEPT CURVED STONES OF A DIFFERENT RADIUS THAN PROPOSED CURB. 13. EXISTING STATE, COUNTY, CITY, AND TOWN LOCATION LINES AND PRIVATE PROPERTY LINES HAVE BEEN ESTABLISHED FROM AVAILABLE INFORMATION AND THEIR EXACT LOCATIONS ARE NOT GUARANTEED. 14. THE CONTRACTOR SHALL EXERCISE DUE CARE WHEN WORKING AROUND ALL PROPERTY BOUNDS WHICH ARE TO REMAIN. SHOULD ANY DAMAGE TO A BOUND RESULT FROM THE ACTIONS OF THE CONTRACTOR, THE CONTRACTOR SHALL HAVE THE BOUND REPLACED AND/OR REALIGNED BY A LICENSED PROFESSIONAL SURVEYOR AS DIRECTED BY THE ENGINEER AT NO ADDITIONAL COST. 15. DISPOSAL OF ALL SURPLUS MATERIAL SHALL BE AS APPROVED BY THE ENGINEER AND OWNER. SALEM DERBY STREET ABBREVIATIONS & GENERAL NOTES SHEET 3 OF 15 Draft Print 03/10/2023 1:58:03 PM ---PAGE BREAK--- PAVEMENT NOTES PROPOSED CEMENT CONCRETE WHEELCHAIR RAMPS / WALK 4" CEMENT CONCRETE AIR ENTRAINED 4000 PSI, 3 610 OVER 8" GRAVEL BORROW (TYPE b) PROPOSED CEMENT CONCRETE DRIVEWAYS 6" CEMENT CONCRETE AIR ENTRAINED 4000 PSI, 3 610 OVER 8" GRAVEL BORROW (TYPE B) * TOLERANCE FOR CONSTRUCTION ±0.5% - COBBLES ARE PRESENT UNDERNEATH THE PAVEMENT STRUCTURE ON DERBY STREET. ALL COBBLE EXCAVATION WILL BE PAID FOR UNDER 120.1 UNCLASSIFIED EXCAVATION - BOX WIDENING LESS THAN 4' HMA AND DRIVEWAY RECONSTRUCTION BEHIND LIMIT OF WORK WILL BE PAID FOR UNDER ITEM 451. HMA FOR PATCHING BL DERBY ST CONST. BL DERBY ST CONST. BL DERBY ST CONST. TYPICAL SECTION - DERBY STREET TYPICAL SECTION - DERBY STREET TYPICAL SECTION - DERBY STREET TYPICAL SECTION - DERBY STREET 12' TRAVEL LANE 8' PARKING LANE WIDTH VARIES 8.25'-8.5' PARKING LANE 7.5' BRICK SIDEWALK WIDTH VARIES 7.5-8.5' BRICK SIDEWALK BL DERBY ST CONST. 12' TRAVEL LANE 2' 8' PARKING LANE WIDTH VARIES 13.5' - 15.67' CEM CONC SIDEWALK WIDTH VARIES 7.5'-8' CEM CONC SIDEWALK 12' TRAVEL LANE 8' PARKING LANE SHOULDER VARIES 5.5'-7.8' WIDTH VARIES 7.5-8.5' CEM CONC SIDEWALK WIDTH VARIES 7.5-8.5' CEM CONC SIDEWALK WIDTH VARIES 9.5-11.5' BRICK SIDEWALK 16.5' BRICK SIDEWALK 21.5' TRAVEL LANE VARIES 0.5%-1.5%* VARIES 0.5%-1.5%* VARIES 0.5%-1.5%* VARIES 0.5%-1.5%* VARIES 0.5%-1.5%* VARIES 0.5%-1.5%* VARIES 0.5%-1.5%* VARIES 0.5%-1.5%* PROPOSED MILL & OVERLAY VARIABLE DEPTH TO BE DETERMINED MATCH EXIST MATCH EXIST MATCH EXIST MATCH EXIST MATCH EXIST MATCH EXIST MATCH EXIST MATCH EXIST PROP GRAN CURB TYPE VA4 (TYP) PROP GRAN CURB TYPE VA4 (TYP) PROP GRAN CURB TYPE VA4 (TYP) PROP GRAN CURB TYPE VA4 (TYP) MEET EXIST GROUND OR BUILDING MEET EXIST GROUND OR BUILDING MEET EXIST GROUND OR BUILDING MEET EXIST GROUND OR BUILDING PROP GRAN CURB TYPE VA4 (TYP) PROP GRAN CURB TYPE VA4 (TYP) PROP GRAN CURB TYPE VA4 (TYP) PROP GRAN CURB TYPE VA4 (TYP) PROP MILL & OVERLAY PROP MILL & OVERLAY PROP MILL & OVERLAY PROP MILL & OVERLAY EXIST GROUND EXIST GROUND EXIST GROUND EXIST GROUND PROP LOAM & SEED PROP LOAM & SEED STA 7+53± TO STA 8+54± N.T.S. STA 8+54± TO STA 11+04± N.T.S. STA 11+04± TO STA 12+97± N.T.S. STA 12+97± TO STA 14+55± N.T.S. 3' 3' 3' 2' RET EXIST CURB RET EXIST WALL & FENCE MEET EXIST GROUND MEET EXIST GROUND MEET EXIST GROUND REVEAL VARIES (TYP) REVEAL VARIES (TYP) REVEAL VARIES (TYP) REVEAL VARIES (TYP) REVEAL VARIES (TYP) 6" REVEAL REVEAL VARIES (TYP) REVEAL VARIES (TYP) 2' SHOULDER 13150.30_(TYP).DWG 10-Mar-2023 1:52 PM Plotted on SALEM DERBY STREET TYPICAL SECTIONS SHEET 4 OF 15 Draft Print 03/10/2023 1:58:04 PM ---PAGE BREAK--- PALFREY COURT KOSCIUSKO STREET DERBY ST CONST BL DANIELS STREET DANIELS STREET 20 SCALE: 1" = 20' 0 50 100 DERBY STREET ORANGE STREET PROP RAISED CROSSWALK PROP TREE PROTECTION PROP GRAN CURB (TYP) PROP TREE PROTECTION PROP GRAN CURB (TYP) PROP GRAN CURB (TYP) PROP GRAN CURB (TYP) 8 9 10 11 12 13 PI +00.00 7+00 BEGIN PROJECT STA 7+37.64 N: 3015578.8381 E: [PHONE REDACTED] ALIGNMENT OF CURB LINE UNDER REVIEW PROP CEM CONC DRIVE PROP GRAVEL DRIVE PROP CEM CONC DRIVE PROP HMA DRIVE PROP CEM CONC DRIVE PROP GRAN CURB (TYP) RET GRAN CURB R&D EXIST CURB DERBY STREET PROP CEM CONC WALK (TYP) PROP BRICK WALK PROP BRICK WALK (TYP) RET FENCE & WALL PROP LOAM & SEED (TYP) APPROX LIMIT OF GRADING (TYP) RET STEPS RET STEPS RET POSTS RET POSTS RET TREE RET TREE RET STEPS MEET EXIST CURB & WALK MEET EXIST CURB & WALK MEET EXIST CURB & WALK MEET EXIST CURB & WALK MEET EXIST CURB & WALK MEET EXIST CURB & WALK MEET EXIST CURB & WALK MEET EXIST CURB & WALK MEET EXIST CURB & WALK PROP CEM CONC WALK (TYP) PROP MILL & OVERLAY (TYP) PROP MILL & OVERLAY (TYP) PROP CEM CONC WALK (TYP) RET POST R&R BENCH RET BENCH PROP CEM CONC PCR (TYP) PROP CEM CONC PCR (TYP) PROP CEM CONC PCR (TYP) PROP CEM CONC PCR (TYP) PROP CEM CONC PCR (TYP) PROP CEM CONC PCR (TYP) RET FENCE & WALL PROP BRICK WALK (TYP) STA 10+31± RT END BRICK WALK, BEGIN CEM CONC WALK RET FENCE RET STEPS PROP CEM CONC WALK (TYP) PROP BRICK WALK PROP BRICK WALK PROP BRICK WALK MEET EXIST CURB & WALK PROP COBBLESTONE DRIVE RET STEPS RET POST R&D EXIST CURB RET EXIST CURB R&D EXIST CURB R&D EXIST CURB 13150.30-P2_(GEN).DWG 10-Mar-2023 1:53 PM Plotted on SALEM DERBY STREET CONSTRUCTION PLANS SHEET 5 OF 15 CONTINUED ON SHEET NO. 6 Draft Print 03/10/2023 1:58:04 PM ---PAGE BREAK--- PALFREY COURT KOSCIUSKO STREET BENTLEY STREET HARDY STREET HARDY STREET DANIELS STREET DANIELS STREET PROP TREE PROTECTION PROP TREE PROTECTION PROP TREE PROTECTION PROP GRAN CURB (TYP) PROP GRAN CURB (TYP) PROP GRAN CURB (TYP) PROP GRAN CURB (TYP) 20 SCALE: 1" = 20' 0 50 100 10 11 12 13 14 15 PI +00.00 16+00 END PROJECT STA 14+55.93 N: 3015950.2966 E: [PHONE REDACTED] PROP CEM CONC DRIVE PROP GRAVEL DRIVE PROP CEM CONC DRIVE PROP HMA DRIVE DERBY ST CONST BL DERBY STREET DERBY STREET PROP CEM CONC WALK (TYP) PROP CEM CONC DRIVE PROP HMA DRIVE PROP CEM CONC WALK (TYP) RET STEPS RET STEPS RET POSTS RET POSTS RET STEPS RET STEPS RET TREE RET TREE RET TREE REM TREE RET STEPS MEET EXIST CURB & WALK MEET EXIST CURB & WALK MEET EXIST CURB & WALK MEET EXIST CURB & WALK MEET EXIST CURB & WALK MEET EXIST CURB & WALK MEET EXIST CURB & WALK MEET EXIST CURB & WALK MEET EXIST CURB & WALK MEET EXIST CURB & WALK PROP CEM CONC WALK (TYP) PROP MILL & OVERLAY (TYP) PROP CEM CONC WALK (TYP) RET POST R&R BENCH RET BENCH PROP CEM CONC PCR (TYP) PROP CEM CONC PCR (TYP) PROP CEM CONC PCR (TYP) PROP CEM CONC PCR (TYP) RET FENCE & WALL STA 10+31± RT END BRICK WALK, BEGIN CEM CONC WALK RET FENCE RET STEPS PROP CEM CONC WALK (TYP) PROP BRICK WALK REM TREE RET POSTS RET STEPS RET POST R&D EXIST CURB RET EXIST CURB 13150.30-P2_(GEN).DWG 10-Mar-2023 1:53 PM Plotted on CONTINUED ON SHEET NO. 5 SALEM DERBY STREET CONSTRUCTION PLANS SHEET 6 OF 15 Draft Print 03/10/2023 1:58:04 PM ---PAGE BREAK--- PALFREY COURT KOSCIUSKO STREET DERBY ST CONST BL DANIELS STREET DANIELS STREET DERBY STREET ORANGE STREET BEGIN PROJECT STA 7+37.64 N: 3015578.8381 E: [PHONE REDACTED] ALIGNMENT OF CURB LINE UNDER REVIEW 11.00' 11.00' 19.25' 11.00' 19.50' 2.00' 11.00' 11.00' 7 8 9 10 11 12 13 PI +00.00 PC +37.66 9.41' RT PRC +45.62 5.71' RT PT +53.39 2.00' RT PC +40.69 2.00' RT PRC +49.05 6.50' RT PT +57.40 11.00' RT PC +61.57 11.78' RT