PLEASANT STREET ROADWAY IMPROVEMENTS …files.cityofportsmouth.com/finance/bids/40-18PlanSet.pdf · 2/26/2018. n. index sheet no ... consulting 19 dover street dover, ... pole w

PLEASANT STREET ROADWAY IMPROVEMENTSPROJECT #7207

PORTSMOUTH, NEW HAMPSHIRE

SPRING 2018

ISSUED FOR BID2/26/2018

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AutoCAD SHX TextINDEX SHEET NO. LATEST REV. SHEET NO. LATEST REV. LATEST REV. GENERAL NOTES G-1 G-1 PAY ITEM and SPECIFICATION LIST G-2 G-2 ROADWAY LAYOUT PLANS C-1 C-1 UTILITIES PLAN and PROFILE C-2 C-2 DETAILED GRADING PLAN C-3 C-3 SUGGESTED TEMPORARY WATER LAYOUT C-4 C-4 ADD/ALT DELINEATION PLAN and SUGGESTED PHASING C-5 C-5 CULVERT CROSSING PLAN & DETAILS C-6 C-6 PAVEMENT PLAN C-7 C-7 EROSION AND SEDIMENT CONTROL PLAN and DETAILS C-8 C-8 DETAILS SHEETS C-9 TO C-12 C-9 TO C-12

AutoCAD SHX TextPREPARED FOR: DEPARTMENT OF PUBLIC WORKS DEPARTMENT OF PUBLIC WORKS CITY OF PORTSMOUTH 680 PEVERLY HILL ROAD PORTSMOUTH, NH 03801 PREPARED BY: SEAPORT ENGINEERING, LLC SEAPORT ENGINEERING, LLC PORTSMOUTH, NH 03801 WWW.SEAPORTENG.COM 603-498-8449 SURVEY BY: MSC A DIVISION OF TFMORAN, INC. MSC A DIVISION OF TFMORAN, INC. 170 COMMERCE WAY, SUITE 102 PORTSMOUTH, NH 03801 GEOTECHNICAL BY: JOHN TURNER CONSULTING JOHN TURNER CONSULTING 19 DOVER STREET DOVER, NH 03820

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AutoCAD SHX TextPROPERTY LINE RIGHT-OF-WAY BUILDING EDGE OF PAVEMENT CURB SIDEWALK (BRICK OR CONC.) SIDEWALK (OTHER) ADA RAMP ADA SYMBOL SIGN MAILBOX SINGLE WHITE LINE DOUBLE YELLOW CENTERLINE RETAINING WALL LOOSE STONE WALL FENCE GUARDRAIL SHRUB TREE TEMPORARY BENCHMARK 2' CONTOUR WETLANDS WETLANDS BOUNDARY DRAINAGE WATER GRAVITY SEWER UNDERGROUND TELE. OVERHEAD WIRES GAS FIRE HYDRANT UTILITY POLE UTILITY POLE w/ LIGHT CATCHBASIN MANHOLE WATER SHUT OFF WATER VALVE RIP-RAP APRON EROSION CONTROL SAWCUT BORING LOCATION

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AutoCAD SHX TextDEMOLITION NOTES: 1. LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE AND NOT GUARANTEED. CONTRACTOR SHALL LOCATE ALL UTILITIES, ANTICIPATE CONFLICTS, REPAIR AND/OR RELOCATE EXISTING UTILITIES REQUIRED TO COMPLETE THE WORK. 2. MATERIAL TO BE REMOVED SHALL BECOME THE PROPERTY MATERIAL TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED. DISPOSAL SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS. 3. ANY DAMAGE BY THE CONTRACTOR DURING DEMOLITION ANY DAMAGE BY THE CONTRACTOR DURING DEMOLITION AND/OR CONSTRUCTION SHALL BE REPAIRS OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 4. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES NECESSARY TO COMPLETE THE WORK. 5. CONTRACTOR SHALL REMOVE TREES AND BRUSH AS CONTRACTOR SHALL REMOVE TREES AND BRUSH AS INDICATED AND AS REQUIRED FOR COMPLETION OF THE WORK. ALL STUBS SHALL BE REMOVED AND SURFACES GRUBBED WITHIN THE LIMITS OF WORK. 6. ALL WORK WITHIN THE PUBLIC RIGHT OF WAY SHALL BE ALL WORK WITHIN THE PUBLIC RIGHT OF WAY SHALL BE COORDINATED WITH THE CITY OF PORTSMOUTH. 7. CONTRACTOR SHALL PROTECT ALL FIELD STONE WALLS, CONTRACTOR SHALL PROTECT ALL FIELD STONE WALLS, FENCES, MAILBOXES, STRUCTURES, ETC. THROUGHOUT THE COMPLETION OF THE WORK. 8. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE START OF ANY CLEARING OR DEMOLITION WORK. THIS INCLUDES SILT FENCE / SILT SOCK AND INLET PROTECTION BARRIERS. 9. CONTRACTOR SHALL SAWCUT PAVEMENT AT EDGES OF CONTRACTOR SHALL SAWCUT PAVEMENT AT EDGES OF TRENCHES FOR CLEAN VERTICAL EDGES. 10. CONTRACTOR SHALL PHASE DEMOLITION AND CONSTRUCTION CONTRACTOR SHALL PHASE DEMOLITION AND CONSTRUCTION AS REQUIRED TO PROVIDE CONTINUOUS ACCESS TO RESIDENTIAL PROPERTIES THROUGHOUT THE CONSTRUCTION PERIOD. 11. PAVEMENT RECLAMATION LIMITS ARE SHOWN FOR PAVEMENT RECLAMATION LIMITS ARE SHOWN FOR CONTRACTOR'S CONVENIENCE. ADDITIONAL RECLAMATION MAY BE REQUIRED. CONTRACTOR TO VERIFY FULL LIMITS OF PAVEMENT RECLAMATION. 12. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING STRUCTURES, CONCRETE PADS, PAVEMENT, PIPES AND HEADWALLS WITHIN THE LIMITS OF CONSTRUCTION. 13. CONTRACTOR SHALL COORDINATE WITH ALL APPLICABLE CONTRACTOR SHALL COORDINATE WITH ALL APPLICABLE UTILITIES. WORK ASSOCIATED WITH UTILITIES, BUT NOT LIMITED TO, RELOCATION OF UTILITY POLES. 14. CONTRACTOR SHALL NOTIFY DIG-SAFE 72 HOURS PRIOR TO CONTRACTOR SHALL NOTIFY DIG-SAFE 72 HOURS PRIOR TO ANY WORK STARTING. CONTRACTOR REQUIRED TO MAINTAIN AN ACTIVE DIG-SAFE PERMIT THROUGHOUT THE DURATION OF CONSTRUCTION.

AutoCAD SHX TextSITE NOTES: 1. ALL DIMENSIONS ARE TO THE FACE OF CURB UNLESS OTHERWISE ALL DIMENSIONS ARE TO THE FACE OF CURB UNLESS OTHERWISE SPECIFIED. 2. ALL WORK SHALL CONFORM TO THE CITY OF PORTSMOUTH ALL WORK SHALL CONFORM TO THE CITY OF PORTSMOUTH DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS. 3. CONTRACTOR SHALL PROVIDE AS-BUILT PLANS (MYLAR AND .DWG CONTRACTOR SHALL PROVIDE AS-BUILT PLANS (MYLAR AND .DWG FORMAT AUTOCAD FILES) TO THE CITY OF PORTSMOUTH UPON COMPLETION OF THE PROJECT. AS-BUILT SHALL BE PREPARED AND CERTIFIED BY A LAND SURVEYOR OR PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW HAMPSHIRE. 4. MATERIALS AND CONSTRUCTION SHALL COMPLY TO ALL APPLICABLE MATERIALS AND CONSTRUCTION SHALL COMPLY TO ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES AND SPECIFICATIONS. 5. CONTRACTOR SHALL PROVIDE A LICENSED ENGINEER OR SURVEYOR CONTRACTOR SHALL PROVIDE A LICENSED ENGINEER OR SURVEYOR TO DETERMINE ALL LINES AND GRADE. 6. CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL VERTICAL AN CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL VERTICAL AN HORIZONTAL CONTROL FOR THE PROJECT. 7. PAVEMENT MARKINGS AND SIGNS SHALL CONFORM TO THE "MANUAL PAVEMENT MARKINGS AND SIGNS SHALL CONFORM TO THE "MANUAL ON UNIFORM CONTROL DEVICES'. "STANDARD ALPHABETS FOR HIGHWAY SIGNS AND PAVEMENT MARKINGS". 8. CONTRACTOR SHALL SUBMIT A MAINTENANCE OF TRAFFIC PLAN TO CONTRACTOR SHALL SUBMIT A MAINTENANCE OF TRAFFIC PLAN TO THE CITY OF PORTSMOUTH FOR APPROVAL. 9. CONTRACTOR SHALL BE FAMILIAR WITH ALL AMERICAN WITH DISABILITY CONTRACTOR SHALL BE FAMILIAR WITH ALL AMERICAN WITH DISABILITY ACT (ADA) REQUIREMENTS FOR ACCESSIBILITY. 10. PAVEMENT MARKINGS SUCH AS CROSSWALKS, STOP BARS, LEGENDS PAVEMENT MARKINGS SUCH AS CROSSWALKS, STOP BARS, LEGENDS AND SYMBOLS SHALL BE THERMOPLASTIC PER AASHTO M249. CENTERLINE AND EDGE STRIPING SHALL BE TRAFFIC PAINT PER AASHTO M248 TYPE 'F'. TRAFFIC PAINT COLOR AS INDICATED IN THE PLANS.

AutoCAD SHX TextGRADING NOTES: 1. CONTRACTOR SHALL PROVIDE A FINISH PAVEMENT SURFACE CONTRACTOR SHALL PROVIDE A FINISH PAVEMENT SURFACE FREE OF LOW SPOTS AND PONDING AREAS. CONTRACTOR SHALL PAY CLOSE ATTENTION TO DRIVEWAY ENTRANCES. 2. EXISTING MANHOLES AND CATCHBASINS WITHIN LIMITS OF EXISTING MANHOLES AND CATCHBASINS WITHIN LIMITS OF CONSTRUCTION SHALL BE ADJUSTED TO FINISH GRADES. 3. ALL WATER SHUT OFF VALVES WITHIN THE LIMITS OF ALL WATER SHUT OFF VALVES WITHIN THE LIMITS OF CONSTRUCTION SHALL BE ADJUSTED TO FINISH GRADES. 4. CONTRACTOR SHALL CLEAN ALL STRUCTURES WITHIN THE CONTRACTOR SHALL CLEAN ALL STRUCTURES WITHIN THE CONSTRUCTION LIMITS IMMEDIATELY UPON COMPLETION OF THE WORK. ALL SEDIMENT AND DEBRIS SHALL BE DISPOSED OF PER FEDERAL, STATE AND LOCAL REGULATIONS. 5. STORM DRAIN PIPING, UNLESS OTHERWISE NOTED, SHALL STORM DRAIN PIPING, UNLESS OTHERWISE NOTED, SHALL BE HIGH DENSITY POLTYETHYLENE (HANCOR HI-Q, ADS N-12 OR APPROVED EQUAL). 6. PROPOSED CATCHBASINS SHALL BE EQUIPPED WITH PROPOSED CATCHBASINS SHALL BE EQUIPPED WITH OIL/WATER SEPARATOR HOODS AND 2' SUMPS. 7. ALL DISTURBED AREAS THAT ARE NOT TO BE PAVED OR ALL DISTURBED AREAS THAT ARE NOT TO BE PAVED OR OTHERWISE TREATED SHALL RECEIVE 6" LOAM, SEED FERTILIZER AND MULCH. 8. CONTRACTOR SHALL PROVIDE THE FOLLOWING MINIMUM CONTRACTOR SHALL PROVIDE THE FOLLOWING MINIMUM REQUIREMENTS FOR COMPACTION: BELOW PAVEMENT AND CONCRETE AREAS: 95% 95% TRENCH BEDDING AND BACKFILL: 95% 95% BELOW LOAM AND SEED AREAS: 90% 90% COMPACTION PERCENTAGES SHALL BE THE MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D-1557, METHOD C. FIELD DENSITY TESTS SHALL BE CONDUCTED IN ACCORDANCE WITH ASTM D-1556 OR ASTM-2922. 9. STORM DRAIN CONSTRUCTION SHALL BE IN ACCORDANCE STORM DRAIN CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION (NHDOT) AND CITY OF PORTSMOUTH DPW STANDARD SPECIFICATIONS. 10. CONTRACTOR SHALL GRADE SLOPES TO THE LINES AND CONTRACTOR SHALL GRADE SLOPES TO THE LINES AND GRADES SHOWN ON THE PLANS. SLOPES STEEPER THAN 2:1 SHALL INCLUDE 6" RIP-RAP STONE FOR A DEPTH OF 18". SLOPES FROM 4:1 TO 2:1, CONTRACTOR SHALL PROVIDE A SLOPE STABILIZATION BLANKET.

AutoCAD SHX TextUTILITY NOTES: 1. CONTRACTOR SHALL IDENTIFY AND RECORD SWING TIES TO ALL CONTRACTOR SHALL IDENTIFY AND RECORD SWING TIES TO ALL EXISTING UTILITY STRUCTURES, INCLUDING, BUT NOT LIMITED TO WATER SHUT OFF VALVES, MANHOLES, FIRE HYDRANTS. 2. CONTRACTOR SHALL UTILITY WORK WITH THE APPROPRIATE UTILITY CONTRACTOR SHALL UTILITY WORK WITH THE APPROPRIATE UTILITY COMPANY. ELECTRIC - EVERSOURCE TELEPHONE - FAIRPOINT WATER/SEWER - CITY OF PORTSMOUTH GAS - UNITIL 3. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE AND NOT GUARANTEED. CONTRACTOR SHALL LOCATE ALL UTILITIES, ANTICIPATE CONFLICTS, REPAIR AND/OR RELOCATE EXISTING UTILITIES REQUIRED TO COMPLETE THE WORK. 4. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS, CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS, ARRANGE ALL INSPECTIONS, AND SUBMIT CERTIFICATES OF ACCEPTANCE TO THE OWNER PRIOR TO COMPLETION OF THE PROJECT. 5. CONTRACTOR SHALL NOTIFY DIG-SAFE 72 HOURS PRIOR TO ANY CONTRACTOR SHALL NOTIFY DIG-SAFE 72 HOURS PRIOR TO ANY WORK STARTING. CONTRACTOR REQUIRED TO MAINTAIN AN ACTIVE DIG-SAFE PERMIT THROUGHOUT THE DURATION OF CONSTRUCTION. 6. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MANHOLES, CONTRACTOR SHALL PROVIDE AND INSTALL ALL MANHOLES, CATCHBASINS, FRAMES, GRATES & COVERS, AND OTHER MISCELLANEOUS ITEMS NOT NECESSARILY DETAILED ON THESE DRAWINGS TO RENDER INSTALLATION OF THE UTILITY COMPLETE AND OPERATIONAL. 7. CONTRACTOR SHALL AS-BUILT PROPOSED STORM WATER DRAINAGE CONTRACTOR SHALL AS-BUILT PROPOSED STORM WATER DRAINAGE SYSTEM, TO INCLUDE ELEVATIONS OF RIM AND ALL INVERTS. 8. ALL HYDRANTS AND VALVES SHALL BE INSPECTED AND MUST MEET ALL HYDRANTS AND VALVES SHALL BE INSPECTED AND MUST MEET CITY OF PORTSMOUTH STANDARDS. 9. CONTRACTOR TO VERIFY SEWER AND WATER LATERAL LOCATIONS FOR CONTRACTOR TO VERIFY SEWER AND WATER LATERAL LOCATIONS FOR TIE-INS AND COORDINATE WITH HOMEOWNERS. 10. MINIMUM OF 12" CLEARANCE BETWEEN ALL CROSSING UTILITIES. IN MINIMUM OF 12" CLEARANCE BETWEEN ALL CROSSING UTILITIES. IN THE EVENT

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611 Tie Into Existing Water Main EA 16 2 0 0 0 0 Supplemental Spec

611.01 Temporary Water Main and Services LS 1 1 1 1 1 1 Supplemental Spec

611.02 Provide & Install Pipe Supports EA 0 2 0 0 0 0 Detail

611.05206 6" Cement Lined Ductile Iron Pipe (incl. fittings)(pipe supplied by City) LF 90 0 210 0 0 320 Supplemental Spec

611.05208 8" Cement Lined Ductile Iron Pipe (incl. fittings) LF 165 0 280 260 235 0 Supplemental Spec

611.05212 12" Cement Lined Ductile Iron Pipe (incl. fittings) LF 1900 160 0 0 0 0 Supplemental Spec

611.05212 12" Insulated Cement Lined Ductile Iron Pipe (incl. fittings) LF 0 30 0 0 0 0 Supplemental Spec

611.5001 1" Copper Corporation and Curb Stop EA 16 0 6 4 8 4 Supplemental Spec

611.5002 2" Copper Corporation and Curb Stop EA 10 0 1 0 0 0 Supplemental Spec

611.5011 1" Copper Water Service LF 250 0 40 20 130 35 Supplemental Spec

611.5012 2" Copper Water Service LF 200 0 15 0 0 10 Supplemental Spec

611.7106 6" Gate Valve Assembly EA 5 0 0 0 0 0 Supplemental Spec


611.7108 8" Gate Valve & Tapping Sleeve Assembly EA 0 0 0 0 0 1 Supplemental Spec


611.81 New Hydrant Assembly Complete (Incl. tee & valve & 6" lateral pipe) EA 3 0 0 1 1 0 Supplemental Spec

611.83 Remove Existing Hydrant and Valve Assembly Complete EA 4 0 0 0 0 0 Supplemental Spec

611.84 Install Existing Hydrant and Valve Assembly Complete EA 1 0 0 0 0 0 Supplemental Spec

611.85New 2" Dia. Flushing Hydrant Assembly Complete (Incl. Corp & CurbStop) EA 0 0 2 0 0 1 Supplemental Spec

611.9 Replace Existing Gate Valves EA 2 0 0 0 0 0 Supplemental Spec

611.90001 Adjust Water Gate Valve EA 15 2 0 4 0 0 Supplemental Spec

612.01 8" PVC Sewer Pipe (SDR35) LF 255 0 695 320 285 195 Supplemental Spec

612.02 6" PVC Sewer Service Pipe (SDR35) LF 0 0 140 65 100 25 Supplemental Spec

612.03 6" PVC Sewer Service Cleanout EA 0 0 7 4 8 4 Supplemental Spec

613.01 New Sewer Manhole EA 1 0 5 3 2 3 Supplemental Spec

613.02 Connect to Existing Sewer Structure EA 1 0 1 1 1 0 Supplemental Spec

613.03 Drop Connection EA 0 0 0 0 0 1 Supplemental Spec

613.04 Allowance to Purchase SMH Frame & Cover from City U 1 0 1 1 1 1 Supplemental Spec

613.05 Install SMH Frame & Cover EA 14 0 5 3 2 3 Supplemental Spec

615 Bollard EA 8 0 4 2 2 2 A-NHDOT

615.0071 New Steel Sign Post EA 16 0 0 0 0 0 A-NHDOT

615.02 New Traffic Sign SF 125 0 0 0 0 0 A-NHDOT

615.024 Relocate Traffic Sign on New Post EA 8 0 2 0 0 0 A-NHDOT

618.6 Uniformed Officers U 1 0 0 0 0 0 A-NHDOT

618.7 Flaggers U 1 1 1 1 1 1 A-NHDOT

619.1 Maintenance of Traffic U 1 1 1 1 1 1 A-NHDOT

619.11 Calcium Chloride for Dust Control LB 1000 0 200 150 250 100 A-NHDOT

619.253 Portable Message Boards WK 22 0 0 0 0 0 A-NHDOT

628.2 Sawcut LF 1000 100 185 220 120 150 NHDOT

632.0104 4" Paint Striping (Chlorinated Rubber Paint)(incl. Temporary) LF 8700 580 0 0 0 0 A-NHDOT

632.3112 12" Thermoplastic Crosswalk & Stop Bars LF 2040 14 66 0 0 6 A-NHDOT

640 Reconstruct Existing Landscaping LS 0 0 0 0 1 0 A-NHDOT

645 Catch Basin Silt Sack EA 15 3 1 1 1 0 A-NHDOT

645.631 Silt Fence or Silt Log LF 200 175 325 125 100 0 A-NHDOT

645.7 SWPPP LS 1 0 0 0 0 0 A-NHDOT

645.71 SWPPP Inspections HR 50 0 0 0 0 0 A-NHDOT

646.51 Turf Establishment w/ Mulch and Tackifier SY 350 75 750 200 125 30 A-NHDOT

692 Mobilization U 1 1 1 1 1 1 NHDOT

1010.2 Asphalt Cement Adjustment U 1 1 1 1 1 1 NHDOT

201.1 Tree Clearing & Relocation, Grubbing LS 1 0 1 0 1 0 NHDOT

202.21 Removal of Existing Sidewalks SY 2400 50 140 0 0 0 NHDOT

202.22 Removal of Existing Driveways and Aprons SY 400 0 135 65 25 20 NHDOT

202.3 Fill and Abandon Pipe or Structure CY 200 0 0 0 0 0 NHDOT

202.4 Removal of Existing Pipe (as Directed by Engineer) LF 250 125 0 0 0 0 NHDOT

202.5 Removal of CB, Drop Inlets, and Manholes EA 20 0 1 0 1 0 NHDOT

202.6 Core Existing Bridge Abutment EA 0 2 0 0 0 0 Detail

203.1 Common Excavation CY 1200 100 100 30 10 10 NHDOT

203.6 Embankment in Place CY 600 10 40 30 10 10 NHDOT

206.19 Common Structure Excavation - Exploratory HR 40 8 16 16 12 16 A-NHDOT

206.2 Rock Structure Excavation CY 685 0 205 135 50 375 A-NHDOT

211.1 Vibration Monitoring Analysis LS 1 0 1 1 1 1 A-NHDOT

211.11 vibration Monitoring Services HR 240 0 120 80 40 160 A-NHDOT

214 Fine Grade (Roadway Base) SY 8000 0 850 450 480 425 NHDOT

214 Fine Grade (Driveways and Sidewalk Base) SY 2900 50 235 25 25 20 NHDOT

304.3 Crushed Gravel in Place (Roadway Base) CY 100 0 0 0 0 0 A-NHDOT

304.3 Crushed Gravel in Place (Driveway and Sidewalk Base) CY 650 20 50 0 10 0 A-NHDOT

304.7 Crushed Gravel in Place (ADA Path - Base) CY 65 0 0 0 0 0 A-NHDOT

304.8 Crushed Gravel in Place (ADA Path - Tread) CY 35 0 0 0 0 0 A-NHDOT

306.112a 12" Reclaimed Stabilized Base SY 5500 0 800 450 430 425 A-NHDOT

306.112b 12" Reclaimed Stabilized Base (Blend in Stone) SY 5500 0 850 450 430 425 A-NHDOT

306.212 Rehandle Reclaimed Based Material CY 1550 0 50 50 50 50 A-NHDOT

306.36 1.5" Crushed Stone (Mixed w/ Reclaimer) TN 1000 0 120 60 60 50 A-NHDOT

403.11A Machine Method, Binder (2.5" or 3.5") TN 1000 0 130 65 75 65 A-NHDOT

403.11B Machine Method, Wearing (1.5") TN 700 75 165 105 45 40 A-NHDOT

403.12 Hand Method TN 400 25 50 25 15 15 A-NHDOT

403.99 Temporary Bituminous Pavement (Shut-Down) TN 200 0 0 0 0 0 A-NHDOT

417.A Cold Plane Bituminous Surface (5") SY 5500 0 0 0 0 0 NHDOT

417.B Cold Plane Bituminous Surface (1.5") SY 3000 900 1000 675 0 0 NHDOT

520 Class B Curb Backfill CY 75 3 10 3.5 9 0 NHDOT

585.3 Stone Fill, Class C in Place CY 0 0 18 5 5 0 NHDOT

603.82212 12" Dia. HDPE Drain Pipe LF 1300 0 35 20 65 0 A-NHDOT

603.82215 15" Dia. HDPE Drain Pipe LF 370 0 0 0 0 0 A-NHDOT

604.0007 Poly Liner for CB EA 14 0 1 1 1 0 A-NHDOT

604.0008 Eliminator Oil/Water Separator EA 14 0 1 1 1 0 A-NHDOT

604.0009 Connect to Existing Structure (Core & Boot) EA 1 0 0 0 0 0 A-NHDOT

604.12 New Catchbasin EA 14 0 1 1 1 0 A-NHDOT

604.32 New Drain Manhole EA 14 0 0 0 0 0 A-NHDOT

604.5 Adjust Existing Structures (Sewer, Drain, Elec, Tele) EA 10 0 0 0 0 0 A-NHDOT

604.62 Provide and Install DMH Frame & Cover EA 15 0 0 0 0 0 A-NHDOT

604.72 Provide and Install CB Frame & Grate EA 14 0 2 2 2 0 A-NHDOT

604.8A New PreCast Concrete Dry Well (1000 gallon) EA 0 0 0 1 1 0 A-NHDOT

604.8B New PreCast Concrete Dry Well (1500 gallon) EA 0 0 1 0 0 0 A-NHDOT

607.9 Remove & Reset Existing Fence LF 100 0 0 0 40 0 NHDOT

608.24 4" Concrete Sidewalk & Pads SF 50 0 0 0 135 0 A-NHDOT

608.26 6" Concrete Sidewalk (ADA Ramps) SF 1350 0 30 0 0 0 A-NHDOT

608.54 ADA Detectable Warning Tile, Cast Iron SF 450 0 0 0 0 0 A-NHDOT

608.5A New Brick Sidewalk SF 22000 450 1350 0 0 0 A-NHDOT

608.5B Reset Existing 'Durham' Paver Sidewalk SF 475 0 0 0 0 0 A-NHDOT

608.5C Reset Existing Brick or Cobble Sidewalk / Driveway Apron SF 0 0 0 0 320 0 A-NHDOT

608.6A New Granite Steps EA 3 0 1 0 0 0 A-NHDOT

608.6B Reset Granite Steps EA 0 0 2 0 0 0 A-NHDOT

608.7A New Granite Slabs SF 0 0 20 0 0 0 A-NHDOT

608.7B Reset Granite Slabs SF 0 0 85 0 0 0 A-NHDOT

609.16 New 6" Straight Vertical Granite Curb LF 100 20 280 130 375 0 A-NHDOT

609.18 New 7" Straight Vertical Granite Curb LF 300 0 20 0 0 0 A-NHDOT

609.26 New 6" Curved Vertical Granite Curb LF 50 0 0 0 0 0 A-NHDOT

609.28 New 7" Curved Vertical Granite Curb LF 120 0 10 0 0 0 A-NHDOT

609.56 Reset Existing 6" Granite Curb LF 150 100 0 0 0 0 A-NHDOT

609.58 Reset Existing 7" Granite Curb LF 3600 0 160 0 0 0 A-NHDOT

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AutoCAD SHX TextTRANSITION TO 24' WIDE


AutoCAD SHX TextN

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AutoCAD SHX TextNAD 1983

AutoCAD SHX TextN






AutoCAD SHX Text6' TIP-DOWN END OF CURB

AutoCAD SHX Text116

AutoCAD SHX Text32

AutoCAD SHX TextRONALD P BOURGEAULT REV. TRUST

AutoCAD SHX Text222 PLEASANT STREET

AutoCAD SHX TextPORTSMOUTH, NH 03801

AutoCAD SHX Text116

AutoCAD SHX Text31

AutoCAD SHX TextLORD HOUSE, LLC

AutoCAD SHX Text95 COURT STREET


AutoCAD SHX Text108

AutoCAD SHX Text14

AutoCAD SHX TextPRESERV. SOC. OF NE

AutoCAD SHX Text151 ESSEX STREET

AutoCAD SHX TextHAVERHILL, MA 02132

AutoCAD SHX Text116

AutoCAD SHX Text30

AutoCAD SHX Text134 PLEASANT ST LLC



AutoCAD SHX Text108

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AutoCAD SHX TextFRANK JA IRJA CILLUFFO



AutoCAD SHX Text115

AutoCAD SHX Text4

AutoCAD SHX TextCITY OF PORTSMOUTH

AutoCAD SHX TextPO BOX 628


AutoCAD SHX Text109

AutoCAD SHX Text25




AutoCAD SHX Text108

AutoCAD SHX Text16

AutoCAD SHX TextRICHARD BAGLEY REV. TRUST



AutoCAD SHX Text108

AutoCAD SHX Text6-1

AutoCAD SHX TextWILLIAM R CASTLE REV. TRUST

AutoCAD SHX Text83 STEWART ST, WEST

AutoCAD SHX TextNEWBURY, MA 01985

AutoCAD SHX Text108

AutoCAD SHX Text7

AutoCAD SHX TextREBECCA & KATHRYN SHOUSE



AutoCAD SHX Text109

AutoCAD SHX Text26

AutoCAD SHX TextBLAIR & JANET McCRACKEN



AutoCAD SHX Text109

AutoCAD SHX Text25




AutoCAD SHX Text109

AutoCAD SHX Text22




AutoCAD SHX Text109

AutoCAD SHX Text27

AutoCAD SHX TextCHARLES DOANE & CLARE OBRIEN



AutoCAD SHX Text109

AutoCAD SHX Text19-6

AutoCAD SHX TextSAM & BRENDA UCICH



AutoCAD SHX TextMEET EXISTING CURB AND SIDEWALK


AutoCAD SHX TextPARKING METER KIOSK (BY OTHERS)



AutoCAD SHX TextNO.




AutoCAD SHX Text0


AutoCAD SHX TextMRB



AutoCAD SHX TextR&R EXISTING VGC (TYP)


AutoCAD SHX TextNEW 7" VGC

AutoCAD SHX TextR&R EXISTING 'DURHAM' PAVERS (COORD. w/ ENGINEER)

AutoCAD SHX TextNOTES: 1. EXISTING CURB SHALL BE REMOVED AND EXISTING CURB SHALL BE REMOVED AND RESET. WHEN NEW CURB IS REQUIRED, VGC REFERS TO 7" WIDE CURB, AND 6"VGC REFERS TO 6" WIDE CURB. 2. DURHAM PAVERS SHALL BE RESET ONLY TO DURHAM PAVERS SHALL BE RESET ONLY TO THE EXTENT NECESSARY AS DIRECTED BY THE ENGINEER. 3. PROPOSED SIDEWALK SHALL BE BRICK UNLESS PROPOSED SIDEWALK SHALL BE BRICK UNLESS OTHERWISE NOTED. 4. CONTRACTOR SHALL COORDINATE SIDEWALK CONTRACTOR SHALL COORDINATE SIDEWALK ELEVATIONS AT EVERY HOUSE STEP, GATE, WALKWAY AND DRIVEWAY. 5. 'BY OTHERS' WORK SHALL BE COORDINATED 'BY OTHERS' WORK SHALL BE COORDINATED WITH THE CITY OF PORTSMOUTH DPW.

AutoCAD SHX TextPLEASANT STREET

AutoCAD SHX TextCOURT STREET

AutoCAD SHX TextJUNKINS AVE


AutoCAD SHX TextEDWARD ST

AutoCAD SHX TextLIVERMORE ST

AutoCAD SHX TextHANCOCK ST

AutoCAD SHX TextRICHMOND ST



AutoCAD SHX Text109

AutoCAD SHX Text28

AutoCAD SHX TextGREGORY & MARY THOMAS



AutoCAD SHX TextREMOVE, STORE AND REINSTALL WOOD FENCE AFTER GRADING FOR SIDEWALK

AutoCAD SHX TextRELOCATE 'STOP' SIGNS (TYP)

AutoCAD SHX TextPED CROSSING SIGN w/ARROW (TYP OF 2)


AutoCAD SHX TextPED CROSSING SIGN w/ARROW & ADA ROUTE SIGN

AutoCAD SHX TextEXISTING WAY FINDING SIGN TO REMAIN

AutoCAD SHX TextRELOCATE EXISTING WAY FINDING SIGN (BY OTHERS)

AutoCAD SHX TextEXISTING COBBLE DRIVEWAY IN CITY R.O.W. TO BE REPLACED WITH ASPHALT (PER ADA). COBBLES TO BE STACKED AND RETURNED TO HOMEOWNER

AutoCAD SHX TextNEW WAY FINDING SIGN (BY OTHERS)

AutoCAD SHX TextLIMIT OF CONSTRUCTION (SAWCUT) TYP

AutoCAD SHX TextREMOVE EXISTING WATER FOUNTAIN

AutoCAD SHX TextMEET EXISTING VGC

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AutoCAD SHX TextCONCRETE WALL WITH PICKETT FENCE

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AutoCAD SHX Text0

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AutoCAD SHX Text40

AutoCAD SHX Text60

AutoCAD SHX Text80

AutoCAD SHX Text10

AutoCAD SHX Text0

AutoCAD SHX Text10

AutoCAD SHX Text20


AutoCAD SHX Text15

AutoCAD SHX Text5

AutoCAD SHX Text25

AutoCAD SHX Text5



AutoCAD SHX TextADA ACCESSIBLE ROUTE DIRECTIONAL SIGN

AutoCAD SHX TextN






AutoCAD SHX TextNARROWEST POINT OF SIDEWALK = 31" WIDE

AutoCAD SHX Text103

AutoCAD SHX Text80

AutoCAD SHX TextALAN & PAMELA GORDON

AutoCAD SHX Text215 WASHINGTON STREET


AutoCAD SHX Text109

AutoCAD SHX Text18

AutoCAD SHX TextGARY COLBY REC. TRUST

AutoCAD SHX TextJANICE COLBY REV. TRUST



AutoCAD SHX Text109

AutoCAD SHX Text17




AutoCAD SHX Text109

AutoCAD SHX Text16

AutoCAD SHX TextM. H. WENTWORTH HOME



AutoCAD SHX Text109

AutoCAD SHX Text10




AutoCAD SHX Text103

AutoCAD SHX Text62

AutoCAD SHX Text337 PLEASANT ST LLC



AutoCAD SHX Text103

AutoCAD SHX Text64

AutoCAD SHX Text355 PLEASANT ST



AutoCAD SHX Text103

AutoCAD SHX Text65

AutoCAD SHX TextGREGORY & JENNIFER MARTIN



AutoCAD SHX Text103

AutoCAD SHX Text66

AutoCAD SHX TextLISA CONRAD REV. TRUST

AutoCAD SHX TextTHOMAS CONRAD REV. TRUST

AutoCAD SHX Text4 PILGRIM DRIVE

AutoCAD SHX TextORLEANS, MA 02653

AutoCAD SHX Text102

AutoCAD SHX Text67

AutoCAD SHX TextROBERT & MARY CLINE



AutoCAD SHX Text102

AutoCAD SHX Text68

AutoCAD SHX TextBLUE SCOOTER PROP. LLC

AutoCAD SHX Text8 UNION ST, APT 2

AutoCAD SHX TextDOVER, NH 03820

AutoCAD SHX Text102

AutoCAD SHX Text69

AutoCAD SHX TextLOCKWOOD & INGRID BARR



AutoCAD SHX Text102

AutoCAD SHX Text63

AutoCAD SHX TextDAVID & CATHERINE ANDERSON



AutoCAD SHX Text109

AutoCAD SHX Text6




AutoCAD SHX Text102

AutoCAD SHX Text62

AutoCAD SHX TextJUSTIN KELCOURSE



AutoCAD SHX Text102

AutoCAD SHX Text56

AutoCAD SHX TextNEAL PLEASANT ST PROP. LLC

AutoCAD SHX Text420 PLEASANT ST, APT 2


AutoCAD SHX Text102

AutoCAD SHX Text55

AutoCAD SHX TextRUDDY DONNA LORANGE REV. TRUST



AutoCAD SHX Text102

AutoCAD SHX Text54

AutoCAD SHX TextPORTSMOUTH HOUSING AUTHORITY

AutoCAD SHX Text245 MIDDLE STREET


AutoCAD SHX Text102

AutoCAD SHX Text70

AutoCAD SHX TextGARETH DICKENS & MELISSA CRESSEY



AutoCAD SHX Text102

AutoCAD SHX Text63

AutoCAD SHX TextDAVID & CATHERINE ANDERSON



AutoCAD SHX Text102

AutoCAD SHX Text72

AutoCAD SHX Text445 PLEASANT ST CONDO

AutoCAD SHX TextN



AutoCAD SHX TextRELOCATE USPS MAILBOX TO NEW 3'x3'x6" CONC. PAD


AutoCAD SHX TextMEET EXISTING CURB




AutoCAD SHX TextNO.




AutoCAD SHX Text0


AutoCAD SHX TextMRB






AutoCAD SHX TextREMOVE SIGN

AutoCAD SHX TextWASHINGTON ST

AutoCAD SHX TextHOWARD ST

AutoCAD SHX TextWENTWORTH ST


AutoCAD SHX TextWHIDDEN ST

AutoCAD SHX TextMELCHER ST

AutoCAD SHX TextFRANKLIN ST

AutoCAD SHX TextMANNING ST


AutoCAD SHX TextFRANKLIN ST

AutoCAD SHX TextSOUTH ST

AutoCAD SHX TextSOUTH MILL ST


AutoCAD SHX TextRELOCATE SIGN


AutoCAD SHX TextTEST PIT BELOW SIDEWALK TO VERIFY BASE MATERIALS

AutoCAD SHX TextNOTES: 1. SEE SHEET C-1A NOTES.SEE SHEET C-1A NOTES.

AutoCAD SHX TextPED CROSSING SIGN w/ARROW & 'NO PARKING' SIGN

AutoCAD SHX TextADA ACCESSIBLE ROUTE DIRECTIONAL SIGN

AutoCAD SHX TextINSTALL 3 GRANITE STEPS AT CEMETERY ENTRANCE

AutoCAD SHX TextLIMIT OF CONSTRUCTION (SAWCUT) TYP

AutoCAD SHX TextSIDEWALK AND CURB TO BE FLUSH w/PAVEMENT AT PARKING LOT

AutoCAD SHX TextREMOVE SHRUBS FOR NEW SIDEWALK

AutoCAD SHX TextTRIM TREES (COORD. w/ CITY ARBORIST)

AutoCAD SHX Text100' WETLANDS BUFFER

AutoCAD SHX TextHOTL





AutoCAD SHX Text250' SHORELAND BUFFER



AutoCAD SHX TextEND 7" & BEGIN 6" VGC

AutoCAD SHX TextRELOCATE "15 MINUTE PARKING" SIGN

AutoCAD SHX TextPED CROSSING SIGN w/ARROW & 'NO PARKING' SIGN

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AutoCAD SHX TextPOST & CHAIN FENCE

AutoCAD SHX TextCONC PAD WITH COMMUNICATION BOX



AutoCAD SHX TextWV


AutoCAD SHX Text12"MAPLE

AutoCAD SHX Text30"WILLOW



AutoCAD SHX TextDOWN TOWN STRAWBERRY BANK


AutoCAD SHX Text3"ORN

AutoCAD SHX Text4"OAK









AutoCAD SHX TextGV

AutoCAD SHX TextWV

AutoCAD SHX TextS

AutoCAD SHX TextWV

AutoCAD SHX TextHYD

AutoCAD SHX TextDOWNTOWN


AutoCAD SHX TextYIELD


AutoCAD SHX Text12"DBL OAK

AutoCAD SHX Text15"TRIPLE OAK


AutoCAD SHX Text3"PINE

AutoCAD SHX Text3277

AutoCAD SHX Text10.05

AutoCAD SHX TextBC GARAGE


AutoCAD SHX Text14"QUAD MAPLE

AutoCAD SHX Text12"DBL

AutoCAD SHX TextW



AutoCAD SHX TextBC1


AutoCAD SHX TextT

AutoCAD SHX TextTMH

AutoCAD SHX TextWV

AutoCAD SHX TextS

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextWV










AutoCAD SHX TextGV


AutoCAD SHX TextHYD



AutoCAD SHX TextS

AutoCAD SHX TextPOST & CHAIN FENCE

AutoCAD SHX TextCONC PAD WITH COMMUNICATION BOX



AutoCAD SHX TextWV






AutoCAD SHX TextDOWN TOWN STRAWBERRY BANK












AutoCAD SHX TextGV

AutoCAD SHX TextWV

AutoCAD SHX TextS

AutoCAD SHX TextWV

AutoCAD SHX TextHYD

AutoCAD SHX TextDOWNTOWN


AutoCAD SHX TextYIELD


AutoCAD SHX Text12"DBL OAK

AutoCAD SHX Text15"TRIPLE OAK





AutoCAD SHX TextBC GARAGE


AutoCAD SHX Text14"QUAD MAPLE

AutoCAD SHX Text12"DBL

AutoCAD SHX TextW



AutoCAD SHX TextBC1


AutoCAD SHX TextT

AutoCAD SHX TextTMH

AutoCAD SHX TextWV

AutoCAD SHX TextS

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextWV










AutoCAD SHX TextGV


AutoCAD SHX TextHYD



AutoCAD SHX TextS



AutoCAD SHX TextVGC

AutoCAD SHX TextVGC

AutoCAD SHX TextVGC

AutoCAD SHX TextVGC

AutoCAD SHX TextVGC

AutoCAD SHX TextVGC

AutoCAD SHX TextD

AutoCAD SHX TextD














AutoCAD SHX TextVGC

AutoCAD SHX Text5'R

AutoCAD SHX Text5'R



AutoCAD SHX Text4+30.6


AutoCAD SHX TextGV

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextO





AutoCAD SHX TextGV

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextO

















AutoCAD SHX TextVGC

AutoCAD SHX TextVGC

AutoCAD SHX TextVGC

AutoCAD SHX Text#36



AutoCAD SHX Text#33



AutoCAD SHX Text#45




















AutoCAD SHX Text5'R

AutoCAD SHX Text5'R

AutoCAD SHX Text0

AutoCAD SHX Text20

AutoCAD SHX Text40

AutoCAD SHX Text60

AutoCAD SHX Text80

AutoCAD SHX Text10

AutoCAD SHX Text0

AutoCAD SHX Text10

AutoCAD SHX Text20


AutoCAD SHX Text15

AutoCAD SHX Text5

AutoCAD SHX Text25

AutoCAD SHX Text5



AutoCAD SHX TextN



AutoCAD SHX TextMATCH EXISTING CURB AND SIDEWALK

AutoCAD SHX TextN




AutoCAD SHX TextNO.




AutoCAD SHX Text0


AutoCAD SHX TextMRB


AutoCAD SHX TextJUNKINS AVE

AutoCAD SHX TextRICHMOND ST


AutoCAD SHX TextLIMIT OF CONSTRUCTION (SAWCUT)

AutoCAD SHX TextLIMIT OF CONSTRUCTION (SAWCUT)


AutoCAD SHX Text100' WETLAND BUFFER


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AutoCAD SHX TextCOBBLE


AutoCAD SHX TextSOUTH MILL POND



AutoCAD SHX TextVGC

AutoCAD SHX TextVGC

AutoCAD SHX TextVGC

AutoCAD SHX TextBRICK DRIVE

AutoCAD SHX Text4 MAIL BOXES



AutoCAD SHX Text2" PIPE 4' HIGH POSSIBLE WATER

AutoCAD SHX TextAC

AutoCAD SHX TextAC

AutoCAD SHX TextSTATUE

AutoCAD SHX TextWV


AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextO


AutoCAD SHX TextWV

AutoCAD SHX TextWV

AutoCAD SHX TextHYD

AutoCAD SHX TextS

AutoCAD SHX TextS








AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextO

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextO


AutoCAD SHX TextBOL

AutoCAD SHX TextBOL

AutoCAD SHX TextGV

AutoCAD SHX TextDOWN TOWN DISTRICT COURT LIBRARY

AutoCAD SHX TextMONUMENT



AutoCAD SHX TextGV

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextO




AutoCAD SHX TextGV

AutoCAD SHX TextGV


AutoCAD SHX TextGMTR 4

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextO


AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextO

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS







AutoCAD SHX TextGRAVEL






AutoCAD SHX TextVGC

AutoCAD SHX TextVGC

AutoCAD SHX TextVGC


AutoCAD SHX Text4 MAIL BOXES



AutoCAD SHX Text2" PIPE 4' HIGH POSSIBLE WATER

AutoCAD SHX TextAC

AutoCAD SHX TextAC

AutoCAD SHX TextSTATUE

AutoCAD SHX TextWV


AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextO


AutoCAD SHX TextWV

AutoCAD SHX TextWV

AutoCAD SHX TextHYD

AutoCAD SHX TextS

AutoCAD SHX TextS








AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextO

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextO


AutoCAD SHX TextBOL

AutoCAD SHX TextBOL

AutoCAD SHX TextGV

AutoCAD SHX TextDOWN TOWN DISTRICT COURT LIBRARY

AutoCAD SHX TextMONUMENT



AutoCAD SHX TextGV

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextO




AutoCAD SHX TextGV

AutoCAD SHX TextGV


AutoCAD SHX TextGMTR 4

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextO


AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextO

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS









AutoCAD SHX Text#3









AutoCAD SHX Text#290-296



AutoCAD SHX Text#46



AutoCAD SHX Text#46



AutoCAD SHX Text#32













AutoCAD SHX TextVGC

AutoCAD SHX TextVGC

AutoCAD SHX TextVGC

AutoCAD SHX TextVGC

AutoCAD SHX TextVGC

AutoCAD SHX TextVGC

AutoCAD SHX TextVGC

AutoCAD SHX TextVGC

AutoCAD SHX TextVGC

AutoCAD SHX TextVGC

AutoCAD SHX TextVGC




AutoCAD SHX TextS

AutoCAD SHX TextS

















AutoCAD SHX TextVGC

AutoCAD SHX TextVGC

AutoCAD SHX TextVGC

AutoCAD SHX TextVGC

AutoCAD SHX TextVGC

AutoCAD SHX TextVGC

AutoCAD SHX TextVGC

AutoCAD SHX TextVGC

AutoCAD SHX Text5'R

AutoCAD SHX Text5'R

AutoCAD SHX Text5'R



AutoCAD SHX Text3'R

AutoCAD SHX Text3'R

AutoCAD SHX Text5'R

AutoCAD SHX Text5'R


AutoCAD SHX Text0

AutoCAD SHX Text20

AutoCAD SHX Text40

AutoCAD SHX Text60

AutoCAD SHX Text80

AutoCAD SHX Text10

AutoCAD SHX Text0

AutoCAD SHX Text10

AutoCAD SHX Text20


AutoCAD SHX Text15

AutoCAD SHX Text5

AutoCAD SHX Text25

AutoCAD SHX Text5



AutoCAD SHX TextN




AutoCAD SHX TextNO.




AutoCAD SHX Text0


AutoCAD SHX TextMRB


AutoCAD SHX TextREMOVE EXISTING ASPHALT WALK AND REPLACE WITH ADA COMPLIANT GRAVEL WALK (6' WIDTH)


AutoCAD SHX TextR&R EXISTING 7" VGC (TYP)

AutoCAD SHX TextR&R EXISTING GRANITE SLAB WALK

AutoCAD SHX TextNEW GRANITE STEPS

AutoCAD SHX TextEND SIDEWALK AND CURB (MEET EXISTING DRIVE)

AutoCAD SHX TextLIVERMORE ST

AutoCAD SHX TextEDWARD ST



AutoCAD SHX TextROADWAY WIDTH EXPANDED 2'. BOX OUT TO A DEPTH OF 14". (4" PAVE + 12" RECLAIM BASE)

AutoCAD SHX TextRELOCATE TREE (COORDINATE WITH CITY)

AutoCAD SHX TextEXISTING BRICK SIDEWALK THROUGH DRIVEWAY TO BE REPLACED WITH ASPHALT (PER ADA)

AutoCAD SHX Text100' WETLAND BUFFER




AutoCAD SHX TextNEW GRANITE SLAB WALK

AutoCAD SHX TextEND 7" & BEGIN 6" VGC

AutoCAD SHX TextR&R EXISTING 6" VGC (TYP)

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AutoCAD SHX TextSTONE RETAINING WALL



AutoCAD SHX TextOF

AutoCAD SHX TextOF


AutoCAD SHX TextWOOD RETANING WALL


AutoCAD SHX TextGRAVEL DRIVE

AutoCAD SHX TextLSA



AutoCAD SHX TextDECK

AutoCAD SHX TextSLATE




AutoCAD SHX TextLSA

AutoCAD SHX TextAS



AutoCAD SHX TextVGC

AutoCAD SHX TextVBC

AutoCAD SHX TextVBC

AutoCAD SHX TextCNR CONC TO BLD

AutoCAD SHX TextCOBBLE PAVERS

AutoCAD SHX TextVGC

AutoCAD SHX TextDUMPSTER



AutoCAD SHX TextCONCRETE WALK





AutoCAD SHX TextVGC

AutoCAD SHX TextWINDOW WELL

AutoCAD SHX TextBRICK PATIO

AutoCAD SHX TextBRICK PATIO


AutoCAD SHX Text2 GMTR

AutoCAD SHX TextGV

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextO




AutoCAD SHX Text12"WB

AutoCAD SHX TextTRIP 5" BIRCH

AutoCAD SHX TextTRIP 5" BIRCH

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextO

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextO

AutoCAD SHX TextS

AutoCAD SHX TextS










AutoCAD SHX TextWV





AutoCAD SHX TextMBX

AutoCAD SHX Text10"CEDAR










AutoCAD SHX TextHYD

AutoCAD SHX TextWV

AutoCAD SHX Text8"

AutoCAD SHX Text8"

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextO




AutoCAD SHX TextDO NOT ENTER

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextO

AutoCAD SHX TextAUTO SPRINKLER

AutoCAD SHX TextH CAP

AutoCAD SHX TextDO NOT ENTER

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextD

AutoCAD SHX Text36"

AutoCAD SHX Text18"

AutoCAD SHX Text8" QUAD BIRCH

AutoCAD SHX Text12"




AutoCAD SHX Text3"

AutoCAD SHX TextS

AutoCAD SHX TextS



AutoCAD SHX Text8" DBL


AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextO

AutoCAD SHX TextGRAN POST

AutoCAD SHX TextS

AutoCAD SHX TextIRF W/CAP



AutoCAD SHX Text12"

AutoCAD SHX Text8"

AutoCAD SHX Text12"

AutoCAD SHX Text8" QUAD

AutoCAD SHX Text8"


AutoCAD SHX Text6"

AutoCAD SHX Text2"

AutoCAD SHX Text2"

AutoCAD SHX Text2"

AutoCAD SHX Text3"

AutoCAD SHX Text3"

AutoCAD SHX Text3"

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextO

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextO

AutoCAD SHX TextGV

AutoCAD SHX TextGV

AutoCAD SHX TextGRAN POST

AutoCAD SHX Text8"

AutoCAD SHX Text6"

AutoCAD SHX Text4"

AutoCAD SHX Text4"

AutoCAD SHX TextS

AutoCAD SHX TextDRY HYD

AutoCAD SHX Text24"

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextO



AutoCAD SHX TextLSA





AutoCAD SHX TextOF

AutoCAD SHX TextOF


AutoCAD SHX TextWOOD RETANING WALL


AutoCAD SHX TextGRAVEL DRIVE

AutoCAD SHX TextLSA



AutoCAD SHX TextDECK

AutoCAD SHX TextSLATE




AutoCAD SHX TextLSA

AutoCAD SHX TextAS



AutoCAD SHX TextVGC

AutoCAD SHX TextVBC

AutoCAD SHX TextVBC

AutoCAD SHX TextCNR CONC TO BLD

AutoCAD SHX TextCOBBLE PAVERS

AutoCAD SHX TextVGC

AutoCAD SHX TextDUMPSTER



AutoCAD SHX TextCONCRETE WALK




AutoCAD SHX Tex

Documents

PLEASANT STREET ROADWAY IMPROVEMENTS …files.cityofportsmouth.com/finance/bids/40-18PlanSet.pdf · 2/26/2018. n. index sheet no ... consulting 19 dover street dover, ... pole w