broadway street railroad culvert city of dover, new … · concrete flowable fill shall not be...

AUGUST 2018

LEGEND AND GENERAL NOTES

EXISTING CONDITIONS PLAN

GENERAL PLAN

DRAIN PROFILES

DRAINAGE DETAILS

STRUCTURE DETAILS

MISCELLANEOUS DETAILS

WORK ZONE MANAGEMENT PLAN

WORK ZONE STAGING PLAN

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4 - 4A

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NOT TO SCALE

LOCUS PLAN

DRAWING TITLESHEET NUMBER

LIST OF DRAWINGS

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CITY OF DOVER, NEW HAMPSHIRE

BROADWAY STREET RAILROAD CULVERT

BID SET

CWSRF NO. CS-330200-09

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LEGEND:

GENERAL NOTES:

CORRUGATED METAL PIPECMP

OUTSIDE PIPE DIAMETER

INSIDE PIPE DIAMETER

HIGH DENSITY POLYETHYLENE

REINFORCED CONCRETE PIPE

POLYVINYL CHLORIDE

(NOTE THIS IS NOT INTENDED TO BE A COMPLETE

LIST)

OD

ID

HDPE

RCP

PVC

DUCTILE IRONDI

AC ASBESTOS CEMENT

RECOMMENDED SEQUENCE OF CONSTRUCTION

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LEGEND AND GENERAL NOTES

REV DESCRIPTION

DSN CHK

DATE

DWN APP

2 Wall Street, Suite 450

Manchester, NH 03101

Phone: 603-623-4400

www.kleinfelder.com

RMM

BID SET

SHEET of

DESIGNED BY

ISSUE DATE

CURRENT REVISION

DRAWN BY

CHECKED BY

PROJECT NO.

REVISIONS

SCALE VERIFICATION

THIS BAR IS 1 INCH IN LENGTH

ON ORIGINAL DRAWING

IF IT'S NOT 1 INCH ON THIS

SHEET ADJUST YOUR

SCALES ACCORDINGLY

APPROVED BY

ORIGINAL DRAWING SIZE IS 24 x 36


288 CENTRAL AVENUE

DOVER, NH 03820

OBSERVED WATER LEVEL (BORING ONLY)

TYPICAL BORING/PROBE SCHEMATIC

GROUND SURFACE AT BORING/PROBE

BOTTOM OF TEST BORING/PROBE

SCALE: N.T.S.

TEST BORING NUMBER

TOTAL VERTICAL DISTANCE

BELOW SURFACE

N-VALUE

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CONCRETE PATTERN

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CRUSHED STONE

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LANDSCAPING

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WETLANDS

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SWALE

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CONIFEROUS TREE

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PROPERTY LINE

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STONE WALL

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WATER LINE

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VALVE

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CAP OR PLUG

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APPROX. BORING LOCATION

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DECIDUOUS TREE

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STORM DRAIN

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ROCK

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LEDGE

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WV

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B-2 (MW)

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EXISTING

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TREELINE

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X X X

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FENCE

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ELECTRIC TRANSFORMER/HANDHOLE/METER

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BOUND FOUND

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HYDRANT

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SEWER MANHOLE

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DRAIN MANHOLE

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TEMPORARY BENCHMARK

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GAS GATE/SHUT-OFF

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TELEPHONE PEDESTAL

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WATER GATE/SHUT-OFF

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ELECTRIC PULLBOX (MANHOLE)

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CATV PEDESTAL

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WELL

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TBM

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D

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S

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E

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O

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ROAD SIGN

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MAIL BOX

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MANHOLE

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CATCH BASIN

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UTILITY POLE

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FLAGPOLE

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RESIDENTIAL LAMP

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IRON PIN FOUND

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FP

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YL

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STONE FILL

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STORM DRAIN (18" AND UNDER)

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CATCH BASIN GRATE

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SILT FENCE

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PROPOSED

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PIPE LEGEND

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%%uUTILITY

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ELECTRIC, TELEPHONE, GAS, CABLE

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WATER MAIN

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SANITARY SEWER

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%%uHORIZONTAL

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8'-0"

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5'-0"

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5'-0"

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%%uVERTICAL

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1'-6"

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1'-6"

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1'-6"

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WETLAND FLAGS

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DRAIN MANHOLE/CATCH BASIN

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STORM DRAIN/CULVERT (ABOVE 18")

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SANITARY SEWER

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S

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SANITARY SEWER MANHOLE

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SEWER LINE

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STORM DRAIN

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1. INSTALL TEMPORARY BYPASS PIPING AROUND DMH 1 CONSTRUCTION AREA AND INSTALL BRICK AND

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MORTAR BULKHEAD IN EXISTING BOX CULVERT.

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2. REMOVE AND DISPOSE EXISTING BOX CULVERT INTERFERING WITH CONSTRUCTION.

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3. CONSTRUCT JACKING AND RECEIVING PITS AND 84" RCP JACKING.

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4. CONSTRUCT DMH 1. CONNECT DMH 1 TO EXISTING GRANITE BOX CULVERT.

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5. CONSTRUCT 84" RCP FROM LIMITS OF PIPE JACKING TO DMH 2. CONSTRUCT DMH 2.

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6. INSTALL TEMPORARY BYPASS PIPING FROM EXISTING BOX CULVERT TO DMH 2 AND INSTALL BRICK AND

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MORTAR BULKHEAD IN EXISTING BOX CULVERT. REMOVE TEMPORARY BYPASS PIPING AROUND DMH 1.

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7. CONSTRUCT 84" RCP FROM DMH 2 TO DMH 3 AND CONSTRUCT DMH 3. CONSTRUCT REMAINDER OF PROJECT.

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CONCRETE FLOWABLE FILL SHALL NOT BE PLACED IN THE EXISTING BOX CULVERT UNTIL ALL NEW DRAIN

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PIPE AND DRAIN MANHOLES HAVE BEEN CONSTRUCTED AND ARE PLACED IN ACTIVE SERVICE.

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1"

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0

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1.BASE MAP INFORMATION WAS PROVIDED BY MCENEANEY SURVEY ASSOCIATES, INC. P.O. BOX 681, 17 PORTLAND AVE. DOVER, NH 03820. PHYSICAL FEATURES BASE MAP INFORMATION WAS PROVIDED BY MCENEANEY SURVEY ASSOCIATES, INC. P.O. BOX 681, 17 PORTLAND AVE. DOVER, NH 03820. PHYSICAL FEATURES SHOWN WERE LOCATED IN JUNE 1999, AUGUST THRU SEPTEMBER 2003, JUNE 2004, AND RECONFIRMED BY MCENEANEY SURVEY ASSOCIATES IN FEBRUARY 2016. 2.HORIZONTAL COORDINATE SYSTEM AND VERTICAL DATUM ARE BASED ON NAD'83 NH STATE PLANE AND NAVD'88, RESPECTIVELY. HORIZONTAL COORDINATE SYSTEM AND VERTICAL DATUM ARE BASED ON NAD'83 NH STATE PLANE AND NAVD'88, RESPECTIVELY. 3.WETLANDS "A" & "B" WERE DELINEATED BY DAMON BURT, NHCWS #163 OF FRAGGLEROCK ENVIRONMENTAL SERVICES IN JANUARY 2016 AND LOCATED BY WETLANDS "A" & "B" WERE DELINEATED BY DAMON BURT, NHCWS #163 OF FRAGGLEROCK ENVIRONMENTAL SERVICES IN JANUARY 2016 AND LOCATED BY MCENEANEY SURVEY ASSOCIATES, INC. 4.FOR BORING LOGS REFER TO SPECIFICATIONS. BORING LOCATIONS SHOWN ON DRAWINGS ARE APPROXIMATE. FOR BORING LOGS REFER TO SPECIFICATIONS. BORING LOCATIONS SHOWN ON DRAWINGS ARE APPROXIMATE. 5.ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES. 6.THE CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS FROM APPLICABLE GOVERNMENT AGENCIES, INCLUDING THE OWNER, PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS FROM APPLICABLE GOVERNMENT AGENCIES, INCLUDING THE OWNER, PRIOR TO CONSTRUCTION. 7.THE UTILITY INFORMATION SHOWN WAS COMPILED BASED ON FIELD SURVEY DATA AND RECORD INFORMATION. THE LOCATION OF UNDERGROUND UTILITIES HAVE THE UTILITY INFORMATION SHOWN WAS COMPILED BASED ON FIELD SURVEY DATA AND RECORD INFORMATION. THE LOCATION OF UNDERGROUND UTILITIES HAVE BEEN ESTABLISHED FROM SURFACE FEATURES OBSERVED DURING THE SURVEY, AND RECORD PLANS. THE LOCATION OF UNDERGROUND UTILITIES AND STRUCTURES ARE APPROXIMATE ONLY AND MAY VARY FROM THE LOCATIONS SHOWN HEREON. ADDITIONAL UNDERGROUND UTILITIES AND/OR STRUCTURES MAY BE ENCOUNTERED. SIZE, MATERIAL, AND LOCATION OF EXISTING UTILITIES IN PROJECT VICINITY SHALL BE FIELD VERIFIED BY THE CONTRACTOR. RECORD DRAWINGS PREPARED BY THE CONTRACTOR FOR THIS PROJECT SHALL INCLUDE THIS FIELD VERIFIED INFORMATION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AND APPROPRIATE UTILITY AUTHORITY IN WRITING OF ANY DISCREPANCY WITH THE DRAWINGS. NEITHER THE ENGINEER NOR THE OWNER WARRANTS OR GUARANTEES THE CONDITIONS SHOWN ON THE DRAWINGS. 8.THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL SUBSURFACE STRUCTURES AND UTILITIES THROUGH THE APPROPRIATE AGENCY. THE CONTRACTOR THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL SUBSURFACE STRUCTURES AND UTILITIES THROUGH THE APPROPRIATE AGENCY. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO ANY EXCAVATION. 9.CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING TEST PITS TO LOCATE AND CONFIRM UTILITY SIZING, ELEVATIONS AND MATERIAL AND FOR POTENTIAL CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING TEST PITS TO LOCATE AND CONFIRM UTILITY SIZING, ELEVATIONS AND MATERIAL AND FOR POTENTIAL UTILITY CONFLICTS. TEST PITS SHALL BE PERFORMED WELL IN ADVANCE OF CONSTRUCTION OPERATIONS SO THAT ANY CHANGES IN ALIGNMENT AND/OR GRADE OF THE PROPOSED WORK OR UTILITY LOCATIONS MAY BE DETERMINED. CONTRACTOR SHALL NOTIFY THE RELEVANT UTILITY OWNERS INVOLVED AT LEAST 72 HOURS PRIOR TO EXCAVATION OF THE TEST PITS. 10.THE CONTRACTOR SHALL CALL THE DIG-SAFE CENTER (1.888.344.7233) AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL CALL THE DIG-SAFE CENTER (1.888.344.7233) AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION. 11.THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITY WITH THE VARIOUS AFFECTED UTILITIES IN ORDER TO PREVENT UNNECESSARY DELAY OF THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITY WITH THE VARIOUS AFFECTED UTILITIES IN ORDER TO PREVENT UNNECESSARY DELAY OF WORK OR INTERRUPTION OF SERVICES. 12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING AND SUPPORTING, RELOCATING AND/OR REPLACING ALL UTILITIES AND UTILITY POLES AFFECTED BY THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING AND SUPPORTING, RELOCATING AND/OR REPLACING ALL UTILITIES AND UTILITY POLES AFFECTED BY CONSTRUCTION AND FOR COORDINATING WITH THE APPROPRIATE UTILITY AUTHORITY. ADDITIONAL NOTES ON THE DRAWINGS IDENTIFYING SPECIFIC SUPPORT AND PROTECTION, RELOCATION, OR REPLACEMENT EFFORTS ARE PROVIDED FOR CONTRACTOR'S CONVENIENCE ONLY AND DO NOT ALLEVIATE CONTRACTOR'S GENERAL OBLIGATION TO MEET THIS REQUIREMENT FOR ALL EXISTING UTILITIES, THE METHOD OF WHICH MAY VARY ACCORDING TO THE CONTRACTOR'S MEANS AND METHODS. UNLESS PROVIDED FOR OTHERWISE IN THE BID SCHEDULE AND MEASUREMENT AND PAYMENT, ALL COSTS FOR THIS WORK SHALL BE DEEMED INCLUDED IN THE UNIT PRICES BID. UTILITIES OR UTILITY POLES DESTROYED OR DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE UTILITY AUTHORITY AT NO ADDITIONAL COST TO THE OWNER. 13.THE CONTRACTOR SHALL COORDINATE WITH OWNER REGARDING OPERATION OF ALL WATER VALVES. THE CONTRACTOR SHALL PROVIDE AT LEAST 48 HOUR THE CONTRACTOR SHALL COORDINATE WITH OWNER REGARDING OPERATION OF ALL WATER VALVES. THE CONTRACTOR SHALL PROVIDE AT LEAST 48 HOUR NOTIFICATION PRIOR TO VALVE OPERATION. 14.THE CONTRACTOR SHALL MAINTAIN TRAFFIC IN A SAFE MANNER AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN TRAFFIC IN A SAFE MANNER AT ALL TIMES DURING CONSTRUCTION. 15.DURING NON-WORKING HOURS, CONTRACTOR SHALL PROPERLY SECURE ALL EQUIPMENT AND MATERIALS WITHIN THE LIMIT OF WORK. DURING NON-WORKING HOURS, CONTRACTOR SHALL PROPERLY SECURE ALL EQUIPMENT AND MATERIALS WITHIN THE LIMIT OF WORK. 16.THE CONTRACTOR SHALL CONFINE ALL OPERATIONS AND ACTIVITIES FOR CONSTRUCTION PURPOSES WITHIN THE EXISTING ROADWAY, THE RIGHT-OF-WAY OF THE CONTRACTOR SHALL CONFINE ALL OPERATIONS AND ACTIVITIES FOR CONSTRUCTION PURPOSES WITHIN THE EXISTING ROADWAY, THE RIGHT-OF-WAY OF AFFECTED STREETS, WITHIN THE SEWER EASEMENT OR WITHIN THE LIMITS OF TEMPORARY EASEMENTS. THE CONTRACTOR SHALL EMPLOY AT HIS OWN EXPENSE, A REGISTERED LAND SURVEYOR TO VERIFY RIGHT-OF-WAY LOCATIONS. THE CONTRACTOR SHALL LOCATE STAGING AREAS WITHIN THE LIMITS OF WORK SHOWN ON THE DRAWINGS. THE CONTRACTOR MAY ALSO, THROUGH AGREEMENTS WITH PROPERTY OWNERS, PROVIDE ALTERNATE MEANS TO STORE MATERIAL AT OTHER LOCATIONS AS REQUIRED. 17.ALL AREAS BEYOND THE LIMITS OF WORK WHICH ARE DISTURBED BY THE CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AT NO ADDITIONAL ALL AREAS BEYOND THE LIMITS OF WORK WHICH ARE DISTURBED BY THE CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 18.THE CONTRACTOR SHALL TAKE PRECAUTIONS DURING CONSTRUCTION TO MINIMIZE THE AMOUNT OF DEBRIS THAT COLLECTS IN CATCH BASINS, CULVERTS AND THE CONTRACTOR SHALL TAKE PRECAUTIONS DURING CONSTRUCTION TO MINIMIZE THE AMOUNT OF DEBRIS THAT COLLECTS IN CATCH BASINS, CULVERTS AND MANHOLES. THE CONTRACTOR SHALL CLEAN ALL CATCH BASINS, CULVERTS AND MANHOLES AFFECTED BY CONSTRUCTION IN ORDER TO MAINTAIN AN OPERATING SYSTEM. 19.WHERE ITEMS ARE NOT SPECIFICALLY REFERENCED FOR REMOVAL, BUT SUCH REMOVAL IS REQUIRED FOR THE CONTRACTOR TO PERFORM THE PROPOSED WHERE ITEMS ARE NOT SPECIFICALLY REFERENCED FOR REMOVAL, BUT SUCH REMOVAL IS REQUIRED FOR THE CONTRACTOR TO PERFORM THE PROPOSED CONSTRUCTION, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF SUCH ITEMS AT NO ADDITIONAL COST TO THE OWNER. 20.ALL EXISTING STRUCTURES REMOVED BY THE CONTRACTOR SHALL BE INSPECTED BY THE OWNER. THE OWNER RESERVES THE RIGHT TO RETAIN OWNERSHIP AND ALL EXISTING STRUCTURES REMOVED BY THE CONTRACTOR SHALL BE INSPECTED BY THE OWNER. THE OWNER RESERVES THE RIGHT TO RETAIN OWNERSHIP AND MAY DIRECT THE CONTRACTOR TO SALVAGE AND STOCKPILE ANY EXISTING STRUCTURES AT NO ADDITIONAL COST TO THE OWNER. ANY EXISTING STRUCTURES THE OWNER CHOOSES NOT TO RETAIN OWNERSHIP OF SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 21.MINIMUM CLEARANCES BETWEEN NEW STORM DRAINS AND OTHER UTILITIES SHALL BE AS FOLLOWS: CLEARANCES SHALL BE MEASURED FROM OUTSIDE OF MAIN MINIMUM CLEARANCES BETWEEN NEW STORM DRAINS AND OTHER UTILITIES SHALL BE AS FOLLOWS: CLEARANCES SHALL BE MEASURED FROM OUTSIDE OF MAIN TO OUTSIDE OF UTILITY: 22.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE SHORING FOR THE SOIL CONDITIONS AND DEPTHS ENCOUNTERED DURING UTILITY CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE SHORING FOR THE SOIL CONDITIONS AND DEPTHS ENCOUNTERED DURING UTILITY CONSTRUCTION (REFER TO SPECIFICATION SECTION 02160). 23.THE CONTRACTOR SHALL VERIFY ALL RELEVANT ANGLES, LENGTHS, ELEVATIONS, AND INVERTS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL VERIFY ALL RELEVANT ANGLES, LENGTHS, ELEVATIONS, AND INVERTS PRIOR TO CONSTRUCTION. 24.NO WORK SHALL TAKE PLACE WITHIN WETLAND BOUNDARIES WITHOUT WRITTEN AUTHORIZATION FROM THE ENGINEER. NO WORK SHALL TAKE PLACE WITHIN WETLAND BOUNDARIES WITHOUT WRITTEN AUTHORIZATION FROM THE ENGINEER. 25.THE CONTRACTOR SHALL INSTALL AND MAINTAIN TEMPORARY BYPASS PIPING OR UTILITIES AS NEEDED TO MAINTAIN EXISTING DRAINAGE FLOWS, SANITARY THE CONTRACTOR SHALL INSTALL AND MAINTAIN TEMPORARY BYPASS PIPING OR UTILITIES AS NEEDED TO MAINTAIN EXISTING DRAINAGE FLOWS, SANITARY SEWAGE FLOWS, AND POTABLE WATER SERVICE. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITIES TO MAINTAIN EXISTING GAS SERVICE, ELECTRIC SERVICE, CABLE/DATA SERVICE AND ANY OTHER UTILITY SERVICE. 26.ALL EXISTING UTILITIES AND SEWER AND WATER SERVICES SHALL REMAIN OPERATIONAL THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL PREPARE A ALL EXISTING UTILITIES AND SEWER AND WATER SERVICES SHALL REMAIN OPERATIONAL THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL PREPARE A CONSTRUCTION SEQUENCE PLAN TO ENSURE THAT ALL CUSTOMERS HAVE CONTINUOUS SEWER AND WATER SERVICE DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNERS AS NECESSARY TO COORDINATE CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ALL BYPASS PIPING, PUMPING, OR OTHER MEANS APPROVED BY ENGINEER, TO MAINTAIN CONTINUOUS SERVICE. CONTRACTOR SHALL SET UP BYPASS PIPING TO ALLOW PROPERTY OWNER ACCESS TO THEIR DRIVEWAYS. CONSTRUCTION SEQUENCE AND BYPASS PIPING AND PUMPING PLANS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO ANY EXCAVATION. 27.THE CONTRACTOR SHALL COORDINATE ALL PIPE JACKING RELATED WORK WITH THE RAILROAD COMPANY'S INSPECTORS, FLAGGERS AND OTHER REQUIRED THE CONTRACTOR SHALL COORDINATE ALL PIPE JACKING RELATED WORK WITH THE RAILROAD COMPANY'S INSPECTORS, FLAGGERS AND OTHER REQUIRED PERSONNEL. CONTRACTOR SHALL PAY ALL FEES ASSOCIATED WITH RAILROAD COMPANY'S INSPECTORS AND FLAGGERS, ETC. 28.THE CONTRACTOR SHALL PROVIDE IMPERVIOUS CLAY TRENCH DAMS EVERY 300 FEET FOR ALL DRAIN PIPES BELOW THE SEASONAL HIGH GROUND WATER LEVEL, THE CONTRACTOR SHALL PROVIDE IMPERVIOUS CLAY TRENCH DAMS EVERY 300 FEET FOR ALL DRAIN PIPES BELOW THE SEASONAL HIGH GROUND WATER LEVEL, BUT IN NO CASE SHALL LESS THAN ONE (1) TRENCH DAM BE PROVIDED BETWEEN THE FOLLOWING LOCATIONS: STA 102+25 AND DMH 2; AND DMH 2; DMH 2; DMH 3 AND DMH 4; AND DMH 4; DMH 4; DMH 3ANDDMH 5 ANDDMH 5 DMH 5 TRENCH DAMS SHALL NOT BE SPACED CLOSER THAN 100 FEET APART. 29.CONTRACTOR IS REQUIRED TO COORDINATE WITH THE SCHOOL, POLICE AND FIRE DEPARTMENTS IN ORDER TO MAINTAIN SCHOOL BUS SCHEDULE AND CONTRACTOR IS REQUIRED TO COORDINATE WITH THE SCHOOL, POLICE AND FIRE DEPARTMENTS IN ORDER TO MAINTAIN SCHOOL BUS SCHEDULE AND EMERGENCY VEHICLE ACCESS THROUGHOUT PROJECT DURATION. 30.CONTRACTOR SHALL REMOVE AND REPLACE SIDEWALKS, DRIVEWAYS, AND CURB WHERE NECESSARY TO CONSTRUCT THE PROPOSED ITEMS OF WORK. CONTRACTOR SHALL REMOVE AND REPLACE SIDEWALKS, DRIVEWAYS, AND CURB WHERE NECESSARY TO CONSTRUCT THE PROPOSED ITEMS OF WORK. 31.ALL PIPE LENGTHS AND PIPE SLOPES SHOWN ON THE DRAWINGS ARE MEASURED FROM MANHOLE CENTERLINE TO MANHOLE CENTERLINE. INVERTS ON DRAWINGS ALL PIPE LENGTHS AND PIPE SLOPES SHOWN ON THE DRAWINGS ARE MEASURED FROM MANHOLE CENTERLINE TO MANHOLE CENTERLINE. INVERTS ON DRAWINGS SHALL GOVERN. 32.ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH THE SPECIFICATIONS, NHDES WETLANDS PERMIT, AND ALL OTHER APPLICABLE ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH THE SPECIFICATIONS, NHDES WETLANDS PERMIT, AND ALL OTHER APPLICABLE PERMITS. 33.CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS, OR AS DIRECTED BY THE ENGINEER. CONSTRUCTION CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS, OR AS DIRECTED BY THE ENGINEER. CONSTRUCTION SHALL NOT COMMENCE UNTIL THESE MEASURES HAVE BEEN APPROVED BY THE ENGINEER. 34.SILT SACKS SHALL BE FURNISHED, INSTALLED AND MAINTAINED IN ALL CATCH BASINS WITHIN THE PROJECT AREA AND IN CATCH BASINS OUTSIDE OF THE SILT SACKS SHALL BE FURNISHED, INSTALLED AND MAINTAINED IN ALL CATCH BASINS WITHIN THE PROJECT AREA AND IN CATCH BASINS OUTSIDE OF THE PROJECT AREA THAT COLLECT CONSTRUCTION RUNOFF. DEBRIS COLLECTED IN SILT SACKS TO BE REMOVED AND LEGALLY DISPOSED OF OFF-SITE ON A WEEKLY BASIS THROUGHOUT PROJECT DURATION. UPON COMPLETION OF THE PROJECT AND AS DIRECTED BY THE ENGINEER, THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND LEGALLY DISPOSING OF THE SILT SACKS AND DEBRIS OFF-SITE. 35.CONTRACTOR SHALL STOCKPILE SUFFICIENT SOIL EROSION AND SEDIMENT CONTROL MATERIALS ON SITE TO REPAIR ANY AND ALL DAMAGE TO SOIL EROSION CONTRACTOR SHALL STOCKPILE SUFFICIENT SOIL EROSION AND SEDIMENT CONTROL MATERIALS ON SITE TO REPAIR ANY AND ALL DAMAGE TO SOIL EROSION AND SEDIMENT CONTROL MEASURES. 36.THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE ASSOCIATED NPDES PERMIT. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE ASSOCIATED NPDES PERMIT. 37.NO CONSTRUCTION SHALL TAKE PLACE UNLESS THE OWNER'S REPRESENTATIVE IS PRESENT. THE OWNER RESERVES THE RIGHT TO REJECT ANY AND ALL WORK NO CONSTRUCTION SHALL TAKE PLACE UNLESS THE OWNER'S REPRESENTATIVE IS PRESENT. THE OWNER RESERVES THE RIGHT TO REJECT ANY AND ALL WORK NOT MEETING THIS REQUIREMENT. 38.BORINGS WERE TAKEN FOR THE PURPOSE OF DESIGN AND INDICATE CONDITIONS AT THE LOCATION OF THE BORING ONLY. SUBSURFACE CONDITIONS BORINGS WERE TAKEN FOR THE PURPOSE OF DESIGN AND INDICATE CONDITIONS AT THE LOCATION OF THE BORING ONLY. SUBSURFACE CONDITIONS ENCOUNTERED DURING CONSTRUCTION MAY VARY FROM THOSE SHOWN IN THE BORING LOGS. GROUNDWATER LEVELS INDICATED ON THE BORING LOGS WERE OBSERVED AT THE TIME THE BORINGS WERE TAKEN, AND DO NOT REPRESENT PERMANENT GROUNDWATER LEVELS. 39.CONTRACTOR SHALL CONDUCT A TEST BORING (WITH SPLIT-SPOON SAMPLING) AT DMH 3 PRIOR TO CONSTRUCTION TO VERIFY SOIL CONDITIONS AND SHALL CONTRACTOR SHALL CONDUCT A TEST BORING (WITH SPLIT-SPOON SAMPLING) AT DMH 3 PRIOR TO CONSTRUCTION TO VERIFY SOIL CONDITIONS AND SHALL PROVIDE BORING LOG TO ENGINEER WITH THE DMH 3 SHOP DRAWING SUBMITTAL.

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(18' BG)

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B-1

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BOTTOM OF BORING (32' BG)

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12

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2

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5

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3

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13

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41

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33

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WITH MONITORING WELL

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APPROX. BORING LOCATION

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B-5

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GROUND SURFACE OR STRUCTURE DEFORMATION MONITORING POINT

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OVERHEAD WIRES

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20163371


EXISTING CONDITIONS PLAN

N

REV DESCRIPTION

DSN CHK

DATE

DWN APP



Phone: 603-623-4400

www.kleinfelder.com

RMM

BID SET

SHEET of

DESIGNED BY

ISSUE DATE

CURRENT REVISION

DRAWN BY

CHECKED BY

PROJECT NO.

REVISIONS

SCALE VERIFICATION


ON ORIGINAL DRAWING


SHEET ADJUST YOUR

SCALES ACCORDINGLY

APPROVED BY



288 CENTRAL AVENUE

DOVER, NH 03820

BROADWAY STRUCTURES

STREET STRUCTURES

CB 1 2747 STA 7+81.2 RT 18.6

RIM = 60.60

INV IN 55.10 12" PVC

INV OUT 55.10 12" PVC

SUMP 51.80

DMH 2 2749 STA 7+82.3 RT 1.9

RIM = 60.82



INV IN 50.77 36" RCP

INV OUT 50.62 36" RCP

CB 3 2748 STA 7+85.5 LT 13.3

RIM = 60.50


SUMP 53.50

CB 4 2551 STA 9+36.0 RT 19.3

RIM = 57.18


SUMP 48.68

DMH 5 2554 STA 9+39.5 RT 7.0

RIM = 57.21





CB 6 2377 STA 9+42.1 LT 19.0

RIM = 57.20



SUMP 47.50

DMH 7 2556 STA 9+58.0 LT 11.1

RIM = 56.62



CB 8 2565 STA 9+76.7 LT 21.8

RIM = 56.07


SUMP 49.37

DMH 9 2374 STA 10+02.7 RT 8.1

RIM = 55.16



CB 10 2370 STA 10+64.2 RT 45.7

RIM = 51.11


SUMP 44.31

DMH 12 2458 STA 10+87.5 RT 8.6

RIM = 51.64





CB 13 2385 STA 11+11.4 LT 20.3

RIM = 50.94


SUMP 44.34

CB 14 2459 STA 11+33.4 RT 16.2

RIM = 50.07




DMH 15 6137 STA 11+63.5 RT 22.0

RIM = 50.71


INV IN 41.43 8" DI


STRUCTURES

SMH 24 2150 STA 21+26.9 LT 2.5

RIM = 57.93

INV IN 46.23 8" (SMH 25

BROADWAY)

INV IN 44.53 8" (SMH 53 PIERCE)

INV OUT 44.43 8" (SMH 23)

SMH 23 STA 21+66.5 LT 2.4

RIM = 53.69

INV IN 40.29 8" (SMH 24)

INV OUT 40.19 8" (SMH 29)

SMH 9 2457 STA 25+47.3 RT 0.9

RIM = 51.41

INV IN 39.40 8" AC (SMH 53)

INV IN 41.29 8" AC (SMH 10)

INV IN 39.91 8" AC (SMH 23)

INV OUT 39.39 15" AC (SMH 7)

SMH 7 6181 STA 25+52.0 RT 143.9

RIM = 49.53

INV IN 35.76 15"

INV OUT 35.58 15"

SMH 10 2450 STA 27+72.4 LT 0.1

RIM = 55.31

INV IN 47.41 8" AC

INV OUT 47.39 8" AC

SMH 53 2555 STA 9+54.0 RT 13.5

RIM = 56.80

INV IN 49.80 8" AC

INV IN 49.90 8" AC

INV OUT 48.40 8" AC

SMH 9 2457 STA 11+09.1 RT 16.5

RIM = 51.41

INV IN 39.40 8" AC (SMH 53)

INV IN 41.29 8" AC (SMH 10)

INV IN 39.91 8" AC (SMH 23)

INV OUT 39.39 15" AC (SMH 7)

SMH 7 6181 STA 12+29.1 RT 94.3

RIM = 49.53

INV IN 35.76 15"

INV OUT 35.58 15"

PIERCE STREET/TWOMBLY

NY STREET

SMH 6

RIM 40.09

INV IN 30.49 15" (SMH 7)

INV IN 31.34 15" (SMH 44)

INV OUT 30.44 15" (SMH 5)

SMH 5

RIM 28.06

INV IN 21.36 15" (SMH 6)

INV OUT 21.26 15" (SMH 4)

DMH 16 2152 STA 21+95.9 RT 6.1

RIM = 55.59





CB 17 2097 STA 21+98.1 LT 18.4

RIM = 55.14


SUMP 49.87 12" RCP

CB 18 2153 STA 21+99.4 RT 10.4

RIM = 55.15


SUMP 50.65 12" RCP

DMH 19 2193 STA 23+02.4 LT 76.4 RIM

= 48.14

INV IN 37.74 2'X2' BOX

INV OUT 37.29 2'X2' BOX

CB 20 2208 STA 23+23.2 LT 59.7

RIM = 44.12

INV 37.12 2'X2' BOX

CB 21 6012 STA 23+63.3 RT 18.3

RIM = 51.00


INV IN 45.7 12" RCP

INV IN 43.95 6" PVC

INV IN 32.92 2'X2' BOX

INV OUT 32.88 2'X2' BOX

CB 22 2084 STA 23+73.8 LT 17.6

RIM = 51.01

INV 46.96 12" RCP

SUMP 42.36

CB 23 6031 STA 23+83.0 RT 57.4

RIM = 50.75

INV IN 45.75 6" PVC

SUMP 44.05

CB 24 6052 STA 24+39.1 RT 122.2

RIM = 49.30

INV IN 45.30 6" PVC

SUMP 43.40

CB 10 2370 STA 24+97.7 LT 19.2

RIM = 51.11

INV IN 47.71 6" PVC

SUMP 44.31

CB 25 6169 STA 25+05.9 RT 131.0

47.43

INV IN 44.23 6" PVC

INV OUT 42.78 8" DI

SUMP 40.73

DMH 26 6063 STA 25+33.5 RT 89.1

RIM = 49.84

DMH 12 2458 STA 25+41.4 LT 21.4

RIM = 51.48

INV IN 46.9 12" PVC




CB 14 2459 STA 25+61.6 RT 20.2

RIM = 49.96

INV IN 44.45 12" PVC (FROM CB 27)




DMH 14A 2456 STA 25+68.8 RT 12.3

RIM = 50.77

INV IN 44.47 12" AC (ABANDONED?)

INV IN 42.01 6" AC (ABANDONED?)

INV IN 42.01 15" AC

INV OUT 42.00 15" AC

CB 13 2385 STA 25+78.8 LT 18.2

RIM = 50.91


SUMP 44.34

CB 27 2449 STA 26+86.9 RT 18.8

RIM = 51.74

INV IN 48.44 6" CLAY


SUMP 47.74

CB 28 2448 STA 27+3134 RT 25.4

RIM = 52.99

INV IN 49.19 6" CLAY

INV OUT 49.09 6" CLAY

SUMP 48.99

CB 29 2434 STA 27+82.0 RT 20.9

RIM = 54.82

DMH 30 2296 STA 43+35.27 LT 95.91

RIM = 53.36

INV 45.26 2'X2' BOX

CB 31 2297 STA 43+43.15 LT 95.48

RIM = 52.77

SUMP 44.17 2'X2' BOX

DMH 32 2294 STA 43+59.99 LT 96.02

RIM = 53.29

INV 42.69 2'X2' BOX

CB 17 2097 STA 44+38.57 LT 14.55

RIM = 55.07

INV OUT 51.07

SUMP 49.87

DMH 16 2152 STA 44+49.75 RT 7.34

RIM = 55.51


INV IN 50.81 12"RCP

INV IN 50.71 12"RCP

INV OUT 49.81 12"RCP

CB 18 2153 STA 44+55.03 RT 9.08

RIM = 55.15


SUMP 50.65 12"RCP

SMH 42 2344 STA 40+97.62 RT 3.91

RIM = 67.80

INV IN 56.23 8"

INV OUT 56.12 8"

SMH 35 2102 STA 43+29.21 RT 3.08

RIM = 59.83

INV IN 45.08 8"

INV IN 45.04 8"

INV OUT 45.03 8"

SMH 36 2295 STA 43+36.40 LT 105.67

RIM = 53.54

INV IN 46.96 8"

INV OUT 46.14 8"

SMH 37 2291 STA 43+40.46 LT 151.57

RIM = 55.19

INV IN 47.34 8"

INV OUT 47.29 8"

SMH 24 2150 STA 43+86.89 RT 37.01

RIM = 57.93

INV IN 46.23 8" BROADWAY

INV IN 44.53 8" PIERCE

INV OUT 44.43 8"

SCALE IN FEET

040 80 120

SCALE: 1" = 40'

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EDGE OF PAVEMENT (typ)

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EDGE OF TRAVELLED WAY (WHITE LINE)

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SMH 42

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SMH 35

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SMH 36

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SMH 37

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SMH 24

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SMH 23

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SMH 9

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DMH 14A

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SMH 7

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SMH 6

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SMH 5

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SMH 53

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SMH 70

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DMH 30

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DMH 32

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CB 31

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DMH 19

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CB 20

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CB 21

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DMH 16

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CB 18

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CB 17

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CB 22

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CB 23

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DMH 15

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DMH 12

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CB 14

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CB 10

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CB 13

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DMH 9

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DMH 5

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CB 4

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DMH 2

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DMH 7

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CB 8

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CB 6

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SMH 10

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CB 27

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CB 28

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CB 29

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CB 3

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CB 1

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CB 24

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CB 25

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DMH 26

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APPROX. LOC. 2'X2' BOX CULVERT

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36" RCP

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WINTER STREET

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EAST STREET

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N61°27'43"E

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TMH

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12"D

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12"D

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O

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BROADWAY

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GRANITE BOX CULVERT

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WETLAND "A"

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TBM - MAGNAIL IN U.P. 114/22 ELEV. = 52.30

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TBM - MAGNAIL IN BLACK CHERRY ELEV. = 32.58

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MAGNAIL N - 256590.18 E - 1196232.75

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PK NAIL N - 256316.51 E - 1196024.44

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BROADWAY

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8"W

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12"W

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8"W

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12"W

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8"W

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CB 27A

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RR SPIKE IN BOX CULVERT N - 256020.70 E - 1196416.12

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WETLAND "B"

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UNDERGROUND GRANITE BOX CULVERT

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PIERCE STREET

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NEW YORK STREET

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TWOMBLY STREET

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TEMPORARY CONSTRUCTION EASEMENT

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ACCESS TO RAVINE SHALL BE BY WAY OF EXISTING SEWER EASEMENT, WHICH MAY BE ENTERED AT NORTH END OF ESSEX STREET. SEE NOTE 1.

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EASEMENT TO CITY OF DOVER FOR SEWER LINE BY TAKING, JULY 9, 1974

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EXIST. STONE BOX CULVERT

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APPROX. LOCATION OF MAJOR COLLAPSE

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APPROX. LOCATION OF MINOR COLLAPSE

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1"

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NOTES: : 1.CONTRACTOR SHALL BE RESPONSIBLE FOR CREATING ACCESS DRIVE CONTRACTOR SHALL BE RESPONSIBLE FOR CREATING ACCESS DRIVE IN EXISTING SEWER EASEMENT SUITABLE TO CONVEY ALL CONSTRUCTION VEHICLES, EQUIPMENT, PERSONNEL, ETC. FOR THE CONSTRUCTION OF THIS PROJECT. CREATION OF ACCESS DRIVE COULD INCLUDE AND IS NOT LIMITED TO CUTTING, FILLING, IMPORT OF MATERIALS, EXPORT OF MATERIALS, CLEARING, GRUBBING, ETC. UPON COMPLETION OF THE CONSTRUCTION OF THIS PROJECT THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING THE SEWER EASEMENT TO EXISTING GRADES. SURFACE SHALL BE TREATED WITH 4 INCHES LOAM AND SEED OR AS DIRECTED BY ENGINEER. CONSTRUCTION, MAINTENANCE AND REMOVAL OF ACCESS DRIVE AND RESTORATION OF SEWER EASEMENT SHALL BE AT NO ADDITIONAL COST TO THE OWNER.

BROADWAY STREET

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DRAINAGE MANHOLE LOCATION SCHEDULE

400

SCALE: 1"=20'

SCALE IN FEET

20 60

DETAIL A

0

SCALE: 1"=10'

SCALE IN FEET

10 20 30

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20163371



288 CENTRAL AVENUE

DOVER, NH 03820

GENERAL PLAN

N

REV DESCRIPTION

DSN CHK

DATE

DWN APP



Phone: 603-623-4400

www.kleinfelder.com

RMM

BID SET

SHEET of

DESIGNED BY

ISSUE DATE

CURRENT REVISION

DRAWN BY

CHECKED BY

PROJECT NO.

REVISIONS

SCALE VERIFICATION


ON ORIGINAL DRAWING


SHEET ADJUST YOUR

SCALES ACCORDINGLY

APPROVED BY


SCALE AS NOTED

ON PLAN

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RED'S SHOE BARN

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GV

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NORTHEAST OFFICE EQUIPMENT

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OFFICE

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4/52 HOUSE 30-34

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4/53 HOUSE 36

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4/54 HOUSE 40

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4/54 HOUSE 40 1/2

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CONC. BLOCK GARAGE

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4/55 HOUSE 46

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VACANT BUILDING

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27/64 HOUSE 48

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SMH 23

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SMH 9

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DMH 14A

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SMH 7

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SMH 6

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CB 20

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CB 21

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DMH 16

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CB 18

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CB 17

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CB 22

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CB 23

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DMH 15

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DMH 12

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CB 14

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CB 10

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CB 13

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CB 27

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CB 28

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CB 24

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CB 25

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DMH 26

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APPROX. LOC. 2'X2' BOX CULVERT

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36" RCP

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27/65

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24/2E

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24/2I

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24/34

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24/33

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TMH

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12"D

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12"D

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GRANITE BOX CULVERT

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WETLAND "A"

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TBM - MAGNAIL IN BLACK CHERRY ELEV. = 32.58

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MAGNAIL N - 256590.18 E - 1196232.75

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N84%%D17'17"E

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B-6

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B-5

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B-4

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B-3

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(MW)

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B-2

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B-1

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B-7

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B-8

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8"W

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12"W

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8"W

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12"W

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8"W

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CB 27A

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WETLAND "B"

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UNDERGROUND GRANITE BOX CULVERT

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22

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24

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26

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30

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28

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32

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SEE NOTE 4

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GAS LINE TO BE ABANDONED (TYP.) SEE NOTE 2

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84" RCP

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84" RCP

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PAVING LIMITS (TYP.)

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CORE NEW OPENING IN EXIST. CATCH BASIN. CONSTRUCT 15' X 15" RCP INV. OUT = 47.96

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DROP DMH 2 (12' )STA. 102+86.04 PROVIDE DMH 2 WITH PRECAST OPENING WITH OPTION TO CONNECT TEMPORARY BYPASS PIPING. INSTALL BRICK AND MORTAR BULKHEAD IN OPENING ONCE NEW 84" CULVERT IS FULLY OPERATIONAL.

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FILL EXIST. DRAIN PIPE WITH CONC. FLOWABLE FILL

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FILL EXIST. BOX CULVERT WITH CONC. FLOWABLE FILL

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SEE NOTE 3

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CORE NEW OPENING IN EXIST. CB. CONSTRUCT 73' X 12" RCP. INV. OUT = 43.25

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CUT AND CAP EXIST. DRAIN PIPE (TYP.)

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INSTALL TEMPORARY BYPASS PIPING AS REQUIRED TO MAINTAIN FLOW FROM EXIST. BOX CULVERT.

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DENSLY PACKED RIPRAP AND STONE FILL SLOPE. SEE NOTE 9.

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APPROX. LIMITS OF JACKING/RECEIVING PIT

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CONSTRUCT 9'x24" D.I. OVERFLOW PIPE (SEE NOTE 11) AND HEADWALL ON CONC. SLAB. (SEE SHEET 5)

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CUT AND CAP EXIST. DRAIN PIPE (TYP.)

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APPROXIMATE LIMITS OF JACKING/RECEIVING PIT

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INSTALL TEMPORARY BYPASS PIPING AS REQUIRED TO MAINTAIN FLOW FROM EXIST. 15" SEWER.

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INSTALL BRICK AND MORTAR BULKHEAD IN EXIST. BOX CULVERT

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REMOVE AND DISPOSE EXIST. CATCH BASIN

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PROTECT AND MAINTAIN EXIST. 15" AC SEWER PIPE

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RESTORE ISLAND TO PRECONSTRUCTION CONDITION

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SEE NOTE 3

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6'x8' H-20-LOAD-RATED ALUMINUM FRAME AND GRATE WITH REMOVABLE ALUMINUM PANEL (SEE NOTE 10)

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REMOVE TREE

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PAVING LIMITS (TYP.)

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INSTALL TEMPORARY BYPASS PIPING AS REQUIRED TO MAINTAIN FLOW FROM EXIST. BOX CULVERT AROUND WORK AREA

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CONSTRUCT 300 LF SILT FENCE AND STRAW BALES

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SMH 1 (4' ) STA 102+54, 9.2'R(SEE NOTE 12)

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SMH 2 (4' )STA 102+72, 11.1'L (SEE NOTE 12)

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EXIST. SMH 7 STA 102+35, 17.4'R

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EXIST. 15" AC SEWER

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SMH 9

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DMH 14A

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DMH 15

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CB 14

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12"D

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MAGNAIL N - 256590.18 E - 1196232.75

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B-8

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84" RCP

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6' RISER SECTION

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REMOVE AND DISPOSE EXISTING CATCH BASIN

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DMH 3 (14'x10') STA. 202+48.75 = STA. 103+64.93

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CB 2 STA. 103+60.25, RT 2.34 RIM=50.11 INV. IN=44.6± (EXIST. 12")INV. OUT=44.27 (NEW 12" RCP CONNECTED TO DMH 3)

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1"

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DRAINAGE MANHOLE LOCATION SCHEDULE

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NOTES: : 1.REMOVE EXISTING DRAIN MANHOLE AND CONSTRUCT NEW DRAIN MANHOLE. REMOVE EXISTING DRAIN MANHOLE AND CONSTRUCT NEW DRAIN MANHOLE. MATCH EXISTING INFLUENT INVERTS. INV. OUT = 41.98 (NEW 15" RCP CONNECTED TO DMH 3) 2.EXISTING GAS MAIN TO BE RELOCATED BY OTHERS PRIOR TO CONSTRUCTION. EXISTING GAS MAIN TO BE RELOCATED BY OTHERS PRIOR TO CONSTRUCTION. GAS MAIN TO BE REINSTALLED BY OTHERS AFTER DRAIN PIPE AND MANHOLES ARE CONSTRUCTED. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL CONSTRUCTION ACTIVITIES WITH UTILITY COMPANY. 3.UTILITY POLE AND OVERHEAD WIRES TO BE PROTECTED IN PLACE BY OTHERS UTILITY POLE AND OVERHEAD WIRES TO BE PROTECTED IN PLACE BY OTHERS THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL CONSTRUCTION ACTIVITIES WITH UTILITY COMPANY. NOT ALL OVERHEAD WIRES SHOWN FOR CLARITY. 4.REMOVE FRAME, GRATE AND TOP CONICAL SECTION OF EXISTING DRAIN REMOVE FRAME, GRATE AND TOP CONICAL SECTION OF EXISTING DRAIN MANHOLE AND FILL WITH CONCRETE FLOWABLE FILL. INSTALL BRICK AND MORTAR BULKHEAD IN EXISTING 24" DRAIN PIPE TO BE ABANDONED IN PLACE AND FILL WITH CONCRETE FLOWABLE FILL. 5.REFER TO PAVEMENT DETAIL, SHEET 7 FOR LIMITS OF PAVEMENT REFER TO PAVEMENT DETAIL, SHEET 7 FOR LIMITS OF PAVEMENT RESTORATION. 6.REFER TO SHEET 1 FOR ACCESS AND TEMPORARY CONSTRUCTION REFER TO SHEET 1 FOR ACCESS AND TEMPORARY CONSTRUCTION EASEMENTS. 7.RECONSTRUCTION OF DISTURBED SECTIONS OF GRANITE BOX CULVERT AND RECONSTRUCTION OF DISTURBED SECTIONS OF GRANITE BOX CULVERT AND CONNECTION TO NEW DRAIN MANHOLES SHALL BE DONE IN ACCORDANCE WITH EXISTING GRANITE BOX CULVERT CONNECTION DETAIL OR OTHER METHOD APPROVED BY ENGINEER. CONTRACTOR SHALL SUBMIT PROPOSED METHOD TO ENGINEER AT LEAST 14 DAYS PRIOR TO DISTURBING GRANITE BOX CULVERT. 8.CONCRETE CURB TO BE INSTALLED ON FLAT TOP SLAB OF DMH 1. CURB TO CONCRETE CURB TO BE INSTALLED ON FLAT TOP SLAB OF DMH 1. CURB TO BE CONSTRUCTED 12-INCHES HIGH AND 12-INCHES WIDE FLUSH WITH OUTER WALL OF MANHOLE. CURB SHALL BE CONSTRUCTED AS A 240° ARC WITHOPENING CENTERED ON EXISTING BOX CULVERT ALIGNMENT AS SHOWN. 9.CLASS D RIPRAP TO BE INTERMIXED WITH CLASS A STONE FILL. MIXTURE OF CLASS D RIPRAP TO BE INTERMIXED WITH CLASS A STONE FILL. MIXTURE OF MATERIALS SHALL BE TO MINIMIZE VOIDS. PLACE ALTERNATING LAYERS OF CLASS D RIP RAP AND CLASS A STONE BETWEEN VOIDS IN RIP RAP. BEGIN BY PLACING EXISTING RIP RAP ON TOP OF CRUSHED STONE FILTER OR APPROVED GEOTEXTILE SUCH AS MIRAFI 180N, OR SIMILAR. 10.PROVIDE 6' X 8' ALUMINUM ANGLE FRAME CAST INTO TOP SLAB OF DMH 1 PROVIDE 6' X 8' ALUMINUM ANGLE FRAME CAST INTO TOP SLAB OF DMH 1 WITH REMOVABLE ALUMINUM GRATING BOLTED TO ANGLE FRAME. BOLT SOLID ALUMINUM PLATE(S) WITH GASKET(S) OVER GRATED OPENING TO PREVENT PASSAGE OF WATER INTO OR OUT OF DMH. SOLID ALUMINUM PLATE(S) SHALL BE REMOVABLE TO ALLOW FOR ADDITIONAL OVERFLOW CAPACITY THROUGH GRATING. OVERFLOW GRATES SHALL BE KEPT COVERED WITH SOLID PLATES PENDING FUTURE PHASES OF DRAINAGE WORK. SEE SHEET 6 FOR DETAILS. 11.24-INCH D.I. OVERFLOW PIPE SHALL EXTEND 6 INCHES MIN. BEYOND 24-INCH D.I. OVERFLOW PIPE SHALL EXTEND 6 INCHES MIN. BEYOND INTERIOR FACE OF DMH 1. INSTALL 24-INCH D.I. PLUG AT END OF OVERFLOW PIPE WITHIN DMH 1. 12.CONSTRUCT SMH 1 AND SMH 2 TO BYPASS EXISTING SEWER AROUND CONSTRUCT SMH 1 AND SMH 2 TO BYPASS EXISTING SEWER AROUND JACKING/RECEIVING PIT. PROVIDE TEMPORARY 15-INCH SEWER PIPING BETWEEN EXIST. SMH 7, SMH 1, AND SMH 2 DURING JACKING OPERATIONS AND REPLACE WITH NEW PERMANENT 15-INCH PVC SEWER BETWEEN EXIST SMH 7 AND SMH 2 FOLLOWING CONSTRUCTION OF NEW 84-INCH DRAIN PIPE UP TO DMH 2. REMOVE SMH 1 FOLLOWING INSTALLATION OF PERMANENT 15-INCH SEWER.

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SEWER MANHOLE SCHEDULE

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STRUCTURE

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INV. IN

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INV. OUT

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SMH 1

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36.27

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36.17

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SMH 2

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36.93

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36.83

1050510

VERT: 1" = 5'

402002040

HORZ. 1" = 20'

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DRAIN PROFILE

REV DESCRIPTION

DSN CHK

DATE

DWN APP



Phone: 603-623-4400

www.kleinfelder.com

RMM

BID SET

SHEET of

DESIGNED BY

ISSUE DATE

CURRENT REVISION

DRAWN BY

CHECKED BY

PROJECT NO.

REVISIONS

SCALE VERIFICATION


ON ORIGINAL DRAWING


SHEET ADJUST YOUR

SCALES ACCORDINGLY

APPROVED BY



288 CENTRAL AVENUE

DOVER, NH 03820

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DMH 1 (12' )STA 100+25.00 RIM=30.50

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84" RCP INV IN=19.53 (NW)

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24" DI OVERFLOW PIPE INV OUT=25.1 (S)47" HIGH EXIST. BOX CULVERT INV OUT=19.0± (S)

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B-4

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5

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19

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4

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2

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5

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3

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9

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12

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(43' BG)

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62

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79

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46

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86

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121

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160/11"

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13

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16

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B-5

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19

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14

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15

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15

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19

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15

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21

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11

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(44' BG)

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16

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13

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39

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69

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24

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59

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24

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17

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137

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B-3

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7

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3

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9

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9

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10

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14

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B-6

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(1' BG)

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B-2 (MW)

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(19' BG)

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17

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10

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3

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5

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11

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87

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(18' BG)

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B-1

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12

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2

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5

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3

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13

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41

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33

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PROVIDE RIPRAP AND STONE FILL AS INDICATED ON SHEET 3.

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CONC. SLAB. SEE SHEET 5 FOR DETAILS.

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INV. OF EXIST. 47" HIGH GRANITE BOX CULVERT

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HEADWALL STA 100+13.00 INV. OUT=24.78

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EXIST. RAILROAD TRACKS

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SEE GRANITE BOX CULVERT CONNECTION DETAIL ON SHEET 5 FOR CONNECTION OF EXIST. BOX CULVERT TO NEW DMH.

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12" RCP

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15" RCP

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36" RCP

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12" RCP

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30" RCP

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42" D.I.

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15" RCP

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1"

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0

1050510

VERT: 1" = 5'

402002040

HORZ. 1" = 20'

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DRAIN PROFILE

REV DESCRIPTION

DSN CHK

DATE

DWN APP



Phone: 603-623-4400

www.kleinfelder.com

RMM

BID SET

SHEET of

DESIGNED BY

ISSUE DATE

CURRENT REVISION

DRAWN BY

CHECKED BY

PROJECT NO.

REVISIONS

SCALE VERIFICATION


ON ORIGINAL DRAWING


SHEET ADJUST YOUR

SCALES ACCORDINGLY

APPROVED BY



288 CENTRAL AVENUE

DOVER, NH 03820

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DMH 5 (5' )STA 200+49.99 RIM=51.20

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2'x2' BOX CULVERT INV IN=34.10 (W) 12" RCP INV IN=45.60 (NE)

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30" RCP INV OUT=34.00 (NE)

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SEE GRANITE BOX CULVERT CONNECTION DETAIL FOR CONNECTION OF EXIST. BOX CULVERT TO NEW DMH.

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(15' BG)

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B-7

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B-8

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17

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3

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100/4"

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18

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3

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9

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5

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3

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2

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12" RCP

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36" RCP

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15" RCP

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72" RCP

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84" RCP

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1"

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0

TYPICAL DRAIN PIPE TRENCH DETAIL

”

TYPICAL GRANITE BOX CULVERT CONNECTION DETAIL

A

A

HEADWALL WITH 45 DEGREE WINGS

HEADWALL SECURITY GATE DETAIL

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DRAINAGE DETAILS 1

REV DESCRIPTION

DSN CHK

DATE

DWN APP



Phone: 603-623-4400

www.kleinfelder.com

RMM

BID SET

SHEET of

DESIGNED BY

ISSUE DATE

CURRENT REVISION

DRAWN BY

CHECKED BY

PROJECT NO.

REVISIONS

SCALE VERIFICATION


ON ORIGINAL DRAWING


SHEET ADJUST YOUR

SCALES ACCORDINGLY

APPROVED BY



288 CENTRAL AVENUE

DOVER, NH 03820

A A

SCALE: N.T.S.

TRENCH DAM (SECTION A-A)

SCALE: N.T.S.

TRENCH DAM (PLAN)

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SECTION UNDER PAVEMENT

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UNDISTURBED TRENCH MATERIAL

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SUITABLE EXCAVATED

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BLANKET:

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BEDDING:

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3/4" CRUSHED STONE

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COMPACT IN 12" LAYERS

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MATERIAL, GRAVEL OR SAND.

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GRANULAR FILL. COMPACT

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IN 12" LAYERS

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DIRECTED BY ENGINEER.

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WITH CRUSHED STONE.

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DEPTH SHALL BE AS

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UNSUITABLE MATERIAL

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REPLACE EXCAVATED

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(SEE NOTE 3)

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PAY LIMIT FOR LEDGE

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TRENCH WIDTH SEE NOTE 1

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12"

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DIAMETER

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PIPE

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BACKFILL:

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SECTION UNDER GRASS

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LOAM & SEED

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4" MIN.

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SEE NOTE 2

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BASE

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4" LAYERS.

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TAMPER. COMPACT IN

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PAY LIMIT FOR ORDERED

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MATERIAL

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EXCAVATION OF UNSUITABLE

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THOROUGHLY COMPACT

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WITH RAM OR PNEUMATIC

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SEE PAVEMENT DETAIL

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NOT TO SCALE

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NOTES: : 1.FOR PIPE LESS THAN 24" IN DIAMETER, MAXIMUM ALLOWABLE TRENCH WIDTH 12" ABOVE TOP OF PIPE FOR PIPE LESS THAN 24" IN DIAMETER, MAXIMUM ALLOWABLE TRENCH WIDTH 12" ABOVE TOP OF PIPE SHALL BE THE GREATER OF 36" OR 24" PLUS THE NOMINAL PIPE DIAMETER. FOR PIPE GREATER THAN OR EQUAL TO 24" IN DIAMETER, MAXIMUM ALLOWABLE TRENCH WIDTH 12" ABOVE TOP OF PIPE SHALL BE THE OUTSIDE PIPE DIAMETER PLUS 48". 2.WHERE NO GRASS OCCURS, MATCH EXISTING MATERIALS AND DEPTHS. PLACE A MINIMUM OF 6" OF GRAVEL. WHERE NO GRASS OCCURS, MATCH EXISTING MATERIALS AND DEPTHS. PLACE A MINIMUM OF 6" OF GRAVEL. 3.BEDDING SHALL BE WRAPPED WITH FILTER FABRIC IN LOCATIONS WHERE EXISTING SOIL IS CONSIDERED BEDDING SHALL BE WRAPPED WITH FILTER FABRIC IN LOCATIONS WHERE EXISTING SOIL IS CONSIDERED UNSUITABLE BY THE ENGINEER.

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A

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%%USECTION A-A

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EXISTING CAPPING STONE

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REMOVE AND RELAY GRANITE BLOCK (MORTAR ALL JOINTS)

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REINFORCED CONCRETE SLAB

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REINFORCED CONCRETE COLLAR

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SEE NOTE 2

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INVERT OF EXISTING STONE BOX CULVERT (WOODEN PLANKS)

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A

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DMH WALL

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NON-SHRINK GROUT (TYP.) (SEE NOTE 3)

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D.I. CLASS 52 PIPE STUB (SEE SCHEDULE FOR SIZE)

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DMH SLAB

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CLASS A REINFORCED CONCRETE COLLAR (SEE NOTE 1)

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NOTES: : 1.REINFORCING STEEL TO BE DETERMINED BASED ON ACTUAL STONE BOX CULVERT DIMENSIONS. REINFORCING STEEL TO BE DETERMINED BASED ON ACTUAL STONE BOX CULVERT DIMENSIONS. CONTRACTOR SHALL PROVIDE CULVERT DIMENSIONS TO ENGINEER AND ENGINEER SHALL PROVIDE REINFORCING STEEL SIZE AND LOCATION. 2.CONTRACTOR SHALL PROVIDE COMPLETE SHOP DRAWING SUBMITTAL OF EXISTING CULVERT CONNECTION TO CONTRACTOR SHALL PROVIDE COMPLETE SHOP DRAWING SUBMITTAL OF EXISTING CULVERT CONNECTION TO ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. 3.FOR DMH 1, PROVIDE BRICK AND MORTAR TO FILL THE ANNULAR SPACE BETWEEN THE 54" D.I. OUTLET FOR DMH 1, PROVIDE BRICK AND MORTAR TO FILL THE ANNULAR SPACE BETWEEN THE 54" D.I. OUTLET PIPE AND THE PRECAST 84” OPENING.OPENING.

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APPLY EPOXY COATING TO ALL EXPOSED CONCRETE SURFACES (SAME COATING USED ON NEW DRAIN MANHOLES)

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REINFORCED CONCRETE COLLAR

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1

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DMH NO.

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4

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5

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42

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REINFORCED CONCRETE SLAB

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30

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D.I. PIPE STUB DIAMETER (IN.)

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54

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NOT TO SCALE

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FORM CONCRETE CHANNEL FROM END OF PIPE STUB TO LIMIT OF REINFORCED CONCRETE SLAB. REMOVE EXIST. WOODEN PLANK INVERT ONLY WHERE CONCRETE CHANNEL IS CONSTRUCTED

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UNDISTURBED SOIL (TYP.)

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EXISTING STONE BOX CULVERT

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SIDE ELEVATION

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ELEVATION

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PLAN

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BATTER

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CLASS "A"

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CONCRETE

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4" WEEPHOLE

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IN OUTLET

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HEADWALL

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12" MIN.

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6"

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5" COVER

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VARIES 8" MIN.

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TOP OF EXISTING STONE CULVERT

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#5 BARS @ 12" O.C.

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8" MIN.

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CAST HEADWALL AND WINGS DIRECTLY ON SLAB

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INTENTIONALLY ROUGHEN SURFACE OF SLAB

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FACE OF DHM 1

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SECTION A-A

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12"

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5'-1"

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2'-3"

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1'-11"

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12"

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2'-5"

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12"

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8'-0"

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EL. = 28.1±

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BOTTOM ELEV. EQUALS TOP OF CONCRETE SLAB

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CONCRETE SLAB

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NOT TO SCALE

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NOTES: : 1.CONSTRUCT HEADWALL IN ACCORDANCE WITH NHDOT STANDARD DETAIL HW-2 PLATE 3, P.C.-5 CONSTRUCT HEADWALL IN ACCORDANCE WITH NHDOT STANDARD DETAIL HW-2 PLATE 3, P.C.-5 (CONCRETE HEADWALLS WITH 45° WINGS FOR PIPES OTHER THAN R.C.). DIMENSION FROM INVERT OFPIPE TO BOTTOM OF HEADWALL SHALL BE AS SHOWN ON THIS DRAWING. 2.CONCRETE HEADWALL AND WINGS TO BE SET IN ON TOP OF THE CONCRETE SLAB. WIDTH OF CONCRETE HEADWALL AND WINGS TO BE SET IN ON TOP OF THE CONCRETE SLAB. WIDTH OF CONCRETE SLAB SHALL MATCH WIDTH OF EXISTING CULVERT. 3.PROVIDE " CRUSHED STONE ALL AROUND PIPE (WITHIN 12" OF PIPE).PROVIDE " CRUSHED STONE ALL AROUND PIPE (WITHIN 12" OF PIPE).34" CRUSHED STONE ALL AROUND PIPE (WITHIN 12" OF PIPE).

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D=2'-0"

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24" D.I. OVERFLOW PIPE (SEE NOTE 3)

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L 2"x2" FRAME 2'-4" W x 2'-4" H

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WITH WELDED CORNERS

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HINGES MOUNTED TO STEEL FRAME

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AND CONCRETE HEADWALL

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#5 REBAR WELDED TO FRAME 4" O.C.

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4" (TYP.)

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LOCKING HARDWARE

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AND PADLOCK MOUNTED

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TO STEEL FRAME AND

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CONCRETE HEADWALL

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%%uNOTES:

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NOT TO SCALE

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1.GATE AND HARDWARE SHALL BE INCIDENTAL TO GATE AND HARDWARE SHALL BE INCIDENTAL TO HEADWALL 2.ALL HARDWARE, HINGES, NUTS, BOLTS AND WASHERS ALL HARDWARE, HINGES, NUTS, BOLTS AND WASHERS SHALL BE STAINLESS STEEL.

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1"

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0

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1'-6"

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2'-0" (TYP.) (SEE NOTE 1)

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2'-0" (TYP.) (SEE NOTE 1)

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NOTES: 1.NOTCH TRENCH DAM A MINIMUM 0F 2'-0" BEYOND NOTCH TRENCH DAM A MINIMUM 0F 2'-0" BEYOND UNDISTURBED MATERIAL ON SIDES AND BOTTOM OF TRENCH.

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NOTES: 1.THE TOP OF THE TRENCH DAM SHALL EXTEND A MINIMUM OF 5'-0" ABOVE THE GROUND THE TOP OF THE TRENCH DAM SHALL EXTEND A MINIMUM OF 5'-0" ABOVE THE GROUND WATER LEVEL, AS DETERMINED BY THE NEAREST BORING OR BY THE ENGINEER BUT SHALL NOT BE LESS THAN A MINIMUM DEPTH OF 1'-0" BELOW FINISHED GRADE. 2.TRENCH DAMS SHALL BE INSTALLED AS INDICATED ON THE CONTRACT DRAWINGS OR AS TRENCH DAMS SHALL BE INSTALLED AS INDICATED ON THE CONTRACT DRAWINGS OR AS DIRECTED BY THE ENGINEER. SEE NOTE 28 ON SHEET 1.

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SEE TYPICAL TRENCH DETAIL FOR MATERIALS AND DEPTHS

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SEE TYPICAL TRENCH DETAIL FOR MATERIALS AND DEPTHS

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EDGE OF TRENCH EXCAVATION

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CLAY AROUND PIPE TO 2' BEYOND MATERIAL ON SIDES AND BOTTOM OF TRENCH

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UNDISTURBED MATERIAL ON BOTH SIDES AND BOTTOM OF TRENCH

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RCP DRAIN

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GROUND WATER (SEE NOTE 1)

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DEPTH OF TRENCH DAM VARIES

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EXISTING GRADE

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PVC SEWER

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TRENCH DAM TO INTERRUPT BEDDING AND BACKFILL

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CLAY

TYPICAL 5' DIAMETER DRAIN MANHOLE DETAIL

ALTERNATE TOP SLAB

TYPICAL 10' AND 12' DIAMETER DRAIN MANHOLE DETAIL

ALTERNATE TOP SLAB (DMH-1 ONLY)

FLO

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TYPICAL SANITARY SEWER MANHOLE

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20163371


STRUCTURE DETAILS 1

REV DESCRIPTION

DSN CHK

DATE

DWN APP



Phone: 603-623-4400

www.kleinfelder.com

RMM

BID SET

SHEET of

DESIGNED BY

ISSUE DATE

CURRENT REVISION

DRAWN BY

CHECKED BY

PROJECT NO.

REVISIONS

SCALE VERIFICATION


ON ORIGINAL DRAWING


SHEET ADJUST YOUR

SCALES ACCORDINGLY

APPROVED BY



288 CENTRAL AVENUE

DOVER, NH 03820

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NOT TO SCALE

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MINIMUM INSIDE DIAMETER

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BRICK TABLE (SEE NOTE 2)

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2' THRU 6' (5'%%C)

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REDUCER SECTION

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(TO 4'%%C)

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RISER SECTION

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ECCENTRIC CONE

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ADJUST TO GRADE WITH HARD RED BRICK

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COURSE MINIMUM, 5 COURSE MAXIMUM.

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CONCRETE COLLARS AND BARREL BLOCKS

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ARE NOT TO BE USED TO ADJUST FRAMES

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TO GRADE.

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SET IN PORTLAND CEMENT MORTAR. 2

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EXPOSED BRICK

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12" MIN. OF 3/4" CRUSHED STONE.

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THOROUGHLY COMPACT WITH PNEUMATIC

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TAMPER.

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ROUND OPENING

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2' THRU 8' (6'%%C)

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1' THRU 6' (5'%%C)

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2' THRU 8' (6'%%C)

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6" (5'%%c)

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7" (6'%%c)

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NOT TO SCALE

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ROUND OPENING

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ADJUST TO GRADE WITH HARD RED BRICK

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COURSE MINIMUM, 5 COURSE MAXIMUM.

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CONCRETE COLLARS AND BARREL BLOCKS

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ARE NOT TO BE USED TO ADJUST FRAMES

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TO GRADE.

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SET IN PORTLAND CEMENT MORTAR. 2

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EXPOSED BRICK

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2' THRU 10'

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REDUCER

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2' THRU 8'

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1'-6"

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RISER SECTION

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ECCENTRIC CONE

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ROUND OPENING

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12" MIN. OF 3/4" CRUSHED STONE.

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THOROUGHLY COMPACT WITH PNEUMATIC

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TAMPER.

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BRICK TABLE (SEE NOTE 3)

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MINIMUM INSIDE DIAMETER

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10" (10'%%c)

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12" (12'%%c)

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MIN. SLAB THICKNESS

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10" (10'%%C)

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12" (12'%%c)

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MIN. WALL THICKNESS

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MIN. WALL THICKNESS

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5" (4'%%c)

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6" (5'%%c)

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MIN. WALL THICKNESS

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NON-SHRINK GROUT

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SEAL ALL JOINTS WITH HYDRAULIC

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CEMENT (INTERIOR AND EXTERIOR)

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NON-SHRINK GROUT

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SEAL ALL JOINTS WITH HYDRAULIC

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CEMENT (INTERIOR AND EXTERIOR)

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SEE NOTE 5

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CLASS C CONCRETE

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CLASS C CONCRETE

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NOTES: : 1.THIS DETAIL APPLIES TO DMH 1, DMH 2 AND DMH 4. THIS DETAIL APPLIES TO DMH 1, DMH 2 AND DMH 4. 2.FRAME AND COVER FOR DMH 1 AND DMH 2 SHALL BE ERGO HINGED FRAME AND COVER WITH CAM LOCK BY EJ OF EAST FRAME AND COVER FOR DMH 1 AND DMH 2 SHALL BE ERGO HINGED FRAME AND COVER WITH CAM LOCK BY EJ OF EAST JORDAN, MICHIGAN, OR EQUAL. 3.INNER EDGE OF BRICK TABLE TO BE AT ELEVATION OF SPRINGLINE OF PIPE. SHELF SLOPE AT 1 INCH PER FOOT TO INNER EDGE OF BRICK TABLE TO BE AT ELEVATION OF SPRINGLINE OF PIPE. SHELF SLOPE AT 1 INCH PER FOOT TO INSIDE OF MANHOLE BASE. 4.FOR DROP DMH 2 A "HALF MOON" OPENING SHALL BE PROVIDED IN THE MONOLITHIC BASE SECTION AND THE RISER FOR DROP DMH 2 A "HALF MOON" OPENING SHALL BE PROVIDED IN THE MONOLITHIC BASE SECTION AND THE RISER SECTION TO RECEIVE THE 84" INFLUENT PIPE. 5.THE INTERIOR FLOOR AND WALLS OF THE MONOLITHIC BASE SECTION AND THE 10' AND 12' RISER SECTION(S) SHALL THE INTERIOR FLOOR AND WALLS OF THE MONOLITHIC BASE SECTION AND THE 10' AND 12' RISER SECTION(S) SHALLBE APPLIED WITH EPOXY COATING PER THE SPECIFICATIONS. 6.DMH 1 SHALL BE PROVIDED WITH PRECAST OPENING FOR FUTURE 84" RCP OUTLET PIPE. FILL ANNULAR SPACE BETWEEN DMH 1 SHALL BE PROVIDED WITH PRECAST OPENING FOR FUTURE 84" RCP OUTLET PIPE. FILL ANNULAR SPACE BETWEEN THE PRECAST OPENING AND THE 54" D.I. OUTLET AND 24" D.I. OVERFLOW PIPES WITH BRICK AND MORTAR. 7.DMH 4 SHALL BE PROVIDED WITH PRECAST OPENING FOR FUTURE 72" RCP INLET PIPE. DMH 4 SHALL BE PROVIDED WITH PRECAST OPENING FOR FUTURE 72" RCP INLET PIPE. 8.DRAIN MANHOLES SHALL BE DESIGNED FOR HS-25 LOADING. DRAIN MANHOLES SHALL BE DESIGNED FOR HS-25 LOADING. 9.PIPE TO MANHOLE CONNECTION FOR PIPES ENTERING THE RISER SECTIONS OF THE MANHOLE SHALL BE FLEXIBLE PIPE TO MANHOLE CONNECTION FOR PIPES ENTERING THE RISER SECTIONS OF THE MANHOLE SHALL BE FLEXIBLE SLEEVES AS SHOWN IN THE SEWER MANHOLE DETAIL. 10.USE NON-SHRINKING GROUT TO SEAL ALL RCP CONNECTIONS.USE NON-SHRINKING GROUT TO SEAL ALL RCP CONNECTIONS.

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ROUND OPENING

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6' x 8' H-20 LOAD RATED ALUMINUM FRAME AND GRATE W/ REMOVABLE ALUMINUM PANEL (SEE NOTE 10 SHEET 3)

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12" HIGH x 12" WIDE CONC. CURB (SEE NOTE 8 SHEET 3)

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NOTES: : 1.THIS DETAIL APPLIES TO DMH 5 AND DMH 6. THIS DETAIL APPLIES TO DMH 5 AND DMH 6. 2.INNER EDGE OF BRICK TABLE TO BE AT ELEVATION OF CROWN OF TOP OF INNER EDGE OF BRICK TABLE TO BE AT ELEVATION OF CROWN OF TOP OF OF PIPE. SHELF SLOPE AT 1 INCH PER FOOT TO INSIDE OF MANHOLE BASE. 3.DMH 5 SHALL BE PROVIDED WITH PRECAST OPENING FOR FUTURE 30" RCP DMH 5 SHALL BE PROVIDED WITH PRECAST OPENING FOR FUTURE 30" RCP INLET PIPE. 4.DRAIN MANHOLES SHALL BE DESIGNED FOR HS-25 LOADING. DRAIN MANHOLES SHALL BE DESIGNED FOR HS-25 LOADING. 5.USE NON-SHRINK GROUT TO SEAL ALL RCP CONNECTIONS.USE NON-SHRINK GROUT TO SEAL ALL RCP CONNECTIONS.

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AASHTO M306 HEAVY DUTY TRAFFIC RATED CAST IRON FRAME AND COVER TO HAVE 30" CLEAR OPENING. FRAME TO BE SET ON FULL BED OF MORTAR AND SEALED WITH MORTAR INSIDE AND OUT. (SEE NOTE 2)

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AASHTO M306 HEAVY DUTY TRAFFIC RATED CAST IRON FRAME AND COVER TO HAVE 30" CLEAR OPENING. FRAME TO BE SET ON FULL BED OF MORTAR AND SEALED WITH MORTAR INSIDE AND OUT.

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SEE PAVEMENT DETAIL SHEET 7

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SEE PAVEMENT DETAIL SHEET 7

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FRAME TO BE SET IN GROUT

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MINIMUM MANHOLE DIMENSIONS

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MANHOLE DIAMETER

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MIN. WALL THICKNESS

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MIN. BASE THICKNESS

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MIN. REINFORCEMENT

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4 FEET

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5 INCHES

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6 INCHES

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0.12 IN /LF2/LF

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5 FEET

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6 INCHES

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7 INCHES

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0.15 IN /LF2/LF

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6 FEET

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7 INCHES

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8 INCHES

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0.18 IN /LF2/LF

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NOTES: : 1.INNER EDGE OF BRICK TABLE TO BE AT ELEVATION OF CROWN OF TOP OF PIPE. INNER EDGE OF BRICK TABLE TO BE AT ELEVATION OF CROWN OF TOP OF PIPE. 2.DESIGN LOAD - HS-25. DESIGN LOAD - HS-25. 3.INVERTS AND SHELVES MANHOLES SHALL HAVE A BRICK PAVED SHELF AND INVERT, INVERTS AND SHELVES MANHOLES SHALL HAVE A BRICK PAVED SHELF AND INVERT, MANHOLES SHALL HAVE A BRICK PAVED SHELF AND INVERT, CONSTRUCTED TO CONFORM TO THE SIZE OF PIPE AND FLOW. AT CHANGES IN DIRECTION, THE INVERTS SHALL BE LAID OUT IN CURVES OF THE LONGEST RADIUS POSSIBLE TANGENT TO THE CENTER LINE OF THE SEWER PIPES. SHELVES SHALL BE CONSTRUCTED TO THE ELEVATION OF THE HIGHEST PIPE CROWN AND SLOPE TO DRAIN TOWARD THE FLOWING THROUGH CHANNEL. UNDERLAYMENT OF INVERT AND SHELF SHALL CONSIST OF BRICK MASONRY. 4.INVERTS SHALL NOT BE BUILT ABOVE GRADE. ALL INVERTS SHALL BE BUILT IN PLACE AFTER INVERTS SHALL NOT BE BUILT ABOVE GRADE. ALL INVERTS SHALL BE BUILT IN PLACE AFTER ALL PIPES HAVE BEEN INSTALLED.

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PRECAST REINFORCED CONCRETE MONOLITHIC MH BASE SECTION AND SLAB

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PRECAST REINFORCED CONCRETE MH BARREL

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ADJUST M.H. RIM TO GRADE WITH HARD RED BRICK COURSES (MIN. OF 2 COURSES AND MAX. OF 5 COURSES).

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FINISH GRADE

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FRAME TO BE SET IN GROUT

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PRE CAST REINFORCED CONCRETE MH ECCENTRIC CONE

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COAT MANHOLE EXTERIOR WITH TWO COATS OF BITUMASTIC COATING OR APPROVED EQUAL

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RUBBER FLEXIBLE JOINT SEALANT REQUIRED AT ALL SECTION JOINTS

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CHANNEL

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SLOPE 1"/FT

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FILL ALL LIFTING HOLES WITH HYDRAULIC CEMENT (NON-SHRINK) MORTAR.

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12" MIN. OF COMPACTED 3/4" CRUSHED STONE

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UNDISTURBED EARTH

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EXISTING PIPE

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SHAPE SMOOTH ROUNDED INVERT FOR ALL SIDE ENTRANCE PIPES

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FLOW

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FLEXIBLE MANHOLE SLEEVE (TYP.)

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BRICK TABLE

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FILL OPENING WITH NON-SHRINK GROUT (TYP.)

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SECTION

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CLEAR OPENING

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BRICK MASONRY

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AASHTO M306 HEAVY DUTY TRAFFIC RATED CAST IRON FRAME AND COVER

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1"

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0

PRE-CAST RECTANGULAR JUNCTION STRUCTURE DMH 3

SCALE: N.T.S.

PRECAST CONCRETE CATCH BASIN DETAIL

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STRUCTURE DETAILS

REV DESCRIPTION

DSN CHK

DATE

DWN APP



Phone: 603-623-4400

www.kleinfelder.com

RMM

BID SET

SHEET of

DESIGNED BY

ISSUE DATE

CURRENT REVISION

DRAWN BY

CHECKED BY

PROJECT NO.

REVISIONS

SCALE VERIFICATION


ON ORIGINAL DRAWING


SHEET ADJUST YOUR

SCALES ACCORDINGLY

APPROVED BY



288 CENTRAL AVENUE

DOVER, NH 03820

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FLOW

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72" RCP

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FLOW

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84" RCP

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FLOW

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30" RCP

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BRICK RISER (SEE TYPICAL MANHOLE DETAILS ON SHEET 6)

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12" MIN. OF " CRUSHED STONE. 34" CRUSHED STONE. THOROUGHLY COMPACT WITH PNEUMATIC TAMPER

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ROUND FRAME AND COVER WITH 30" CLEAR OPENING. RIM TO MATCH EXIST. GRADE. AASHTO M306 TRAFFIC RATED CAST IRON FRAME AND COVER.

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12" THICK SLAB (MINIMUM)

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FLOW

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72" RCP DRAIN

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FLOW

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30" RCP DRAIN

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84" RCP DRAIN INV.= 28.65

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INV.=32.09

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INV.=29.65

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12" THICK WALLS (TYP.)

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EXIST. GRADE

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NOTES: : 1.CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGNING THE PRE-CAST CONCRETE RECTANGULAR JUNCTION STRUCTURE CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGNING THE PRE-CAST CONCRETE RECTANGULAR JUNCTION STRUCTURE DMH 3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, INCLUDING DESIGN CALCULATIONS, TO ENGINEER FOR REVIEW IN ACCORDANCE WITH THE SPECIFICATIONS. REFER TO SPECIFICATION SECTION 03411 (PRE-CAST CONCRETE STRUCTURES). PRE-CAST CONCRETE STRUCTURES WITHIN THE ROADWAY AND PARKING LOT SHALL BE DESIGNED FOR HS-25 LOADING. 2.REFER TO SPECIFICATIONS SECTION 02601 (MANHOLES) FOR BRICK TABLE AND INVERT MATERIALS AND INSTALLATION. REFER TO SPECIFICATIONS SECTION 02601 (MANHOLES) FOR BRICK TABLE AND INVERT MATERIALS AND INSTALLATION. 3.USE NON-SHRINK GROUT TO SEAL RCP CONNECTIONS. CAST OPENINGS IN STRUCTURE. USE NON-SHRINK GROUT TO SEAL RCP CONNECTIONS. CAST OPENINGS IN STRUCTURE. 4.SKEWED PIPE OPENINGS IN STRUCTURE NOT SHOWN FOR CLARITY. SKEWED PIPE OPENINGS IN STRUCTURE NOT SHOWN FOR CLARITY. 5.SEAL ALL LIFTING HOLES WITH HYDRAULIC CEMENT.SEAL ALL LIFTING HOLES WITH HYDRAULIC CEMENT.

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SEE NOTE 3 (TYP.)

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6' RISER

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FORM EDGE OF CHANNEL TO DIRECT FLOW (TYP.)

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BRICK TABLE & INVERTS ON CLASS C CONC. FILL

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A

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A

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%%UPLAN VIEW

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%%USECTION A-A

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ALLOW 3" FOR PAVEMENT

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NON-SHRINK GROUT

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12" MIN COMPACTED CRUSHED STONE

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CONCRETE SECTIONS

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REINFORCED PRECAST

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DESIGNATION M199

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ACCORDING TO AASHTO

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VERTICAL FOOT PLACED

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MIN 0.12 SQ IN STEEL PER

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COLLARS ARE NOT ACCEPTABLE.

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8" MAX. CONCRETE

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HARD RED BRICK, 2 COURSE MIN.,

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ADJUST TO GRADE WITH

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VARY FROM 1' TO 4'

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5" MIN

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6" MIN

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ALL JOINTS

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MORTAR

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SUMP

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4'-0"

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OF MORTAR AND SEALED WITH MORTAR.

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& GRATE SET ON A FULL BED

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8" CAST IRON FRAME

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SECTIONS

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CONICAL

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18" - 24"

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24"

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1" CLEAR

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48" DIAMETER

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HEIGHT OF

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RISER SECTIONS

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VARIES

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INSIDE WALLS

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FLUSH WITH

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FLOW

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8" MIN

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5" MIN

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RIM ELEV

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3"

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NOT TO SCALE

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ECCENTRIC

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1"

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0

PAVEMENT DETAIL

REPAVEMENT WIDTH SCHEDULE

SILT FENCE DETAIL

ELEVATION

SECTION

GRANITE CURB DETAIL

WATER SERVICE BOXES

CATCH BASINSMANHOLES

SECTION SECTION

SECTION SECTION

PLAN PLAN

PLAN PLAN

DETAILS FOR RAISING CASTINGS

ELEVATION

PLAN

TYPICAL SEWER SERVICE CONNECTION DETAIL

TYPICAL WATER SERVICE CONNECTION DETAIL

TYPICAL SEWER TRENCH DETAIL

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REV DESCRIPTION

DSN CHK

DATE

DWN APP



Phone: 603-623-4400

www.kleinfelder.com

RMM

BID SET

SHEET of

DESIGNED BY

ISSUE DATE

CURRENT REVISION

DRAWN BY

CHECKED BY

PROJECT NO.

REVISIONS

SCALE VERIFICATION


ON ORIGINAL DRAWING


SHEET ADJUST YOUR

SCALES ACCORDINGLY

APPROVED BY



288 CENTRAL AVENUE

DOVER, NH 03820

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ROAD ELEVATION TO MATCH EXISTING.

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COMPACTED THICKNESS

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PAVEMENT. MINIMUM PAVEMENT REQUIREMENTS FOLLOWING CONSTRUCTION SHALL

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2 INCH

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2 1/2 INCH

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1 1/2 INCH

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DEPTH OF PERMANENT PAVEMENT SHALL NOT BE LESS THAN DEPTH OF EXISTING

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TEMPORARY PAVEMENT

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PERMANENT BASE COURSE

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2.

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COURSE

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1.

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%%uNOTES:

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NEW WEARING COURSE

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SELECT MATERIAL (SEE NOTE 3)

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UNDISTURBED MATERIAL

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EXISTING BASE COURSE

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TRENCH DETAIL

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TRENCH WIDTH

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SEE TYPICAL

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EXISTING WEARING COURSE

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NEW BASE COURSE

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SEE SCHEDULE

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REPAVEMENT WIDTH (PAY LIMITS)

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MINIMUM 1' CUT BACK ON

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UNDISTURBED MATERIAL (TYP.)

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UNDISTURBED MATERIAL

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UNDISTURBED EXISTING PAVEMENT

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SAWCUT EXISTING PAVEMENT AND TACK COAT EDGES

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(BROADWAY STREET R.O.W.)

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PERMANENT OVERLAY

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(BROADWAY STREET R.O.W.)

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NOT TO SCALE

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PIPE DIAMETER

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< 0R = 24"

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30"

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36"

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42"

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48"

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54"

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60"

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PAVEMENT WIDTH

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8'

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9'

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10'

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11'

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12'

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13'

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14'

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PERMANENT BASE COURSE

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2 INCH

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72"

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16'

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SELECT MATERIAL BELOW PAVEMENT SHALL BE AS FOLLOWS:

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3.

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BROADWAY STREET R.O.W. = 12" GRAVEL AND 6" CRUSHED GRAVEL

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PARKING LOTS OUTSIDE R.O.W. = 8" CRUSHED GRAVEL

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84"

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17'

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4. PAVEMENT RESTORATION SHALL PROCEED AS FOLLOWS: a.TEMPORARY PAVEMENT SHALL BE PROVIDED SAME WEEK TEMPORARY PAVEMENT SHALL BE PROVIDED SAME WEEK AS TRENCH BACKFILL. b.PRIOR TO NOVEMBER 15TH, REMOVE TEMPORARY PAVEMENT PRIOR TO NOVEMBER 15TH, REMOVE TEMPORARY PAVEMENT AND PROVIDE PERMANENT BASE COURSE WITHIN TRENCH LIMITS. c.AFTER APRIL 15TH OF FOLLOWING SPRING, COLD PLANE AFTER APRIL 15TH OF FOLLOWING SPRING, COLD PLANE 1 -INCH IN BROADWAY STREET R.O.W. AND 1-INCH IN 12-INCH IN BROADWAY STREET R.O.W. AND 1-INCH IN PARKING LOT OUTSIDE THE R.O.W. (WITHIN PAVING LIMITS SHOWN ON SHEET 3), AND PROVIDE 1 -INCH AND 1-INCH 12-INCH AND 1-INCH OVERLAY WEARING COURSE RESPECTIVELY.

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BE AS FOLLOWS:

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WEARING COURSE

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(PARKING LOT OUTSIDE R.O.W.)

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PERMANENT WEARING COURSE

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(PARKING LOT OUTSIDE R.O.W.)

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1 INCH

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EXISTING GRADE

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INCHES INTO THE GROUND AND THE SOIL COMPACTED

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THE FABRIC SHALL BE EMBEDDED A MINIMUM OF 8

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HAYBALE. DRIVE STAKES A MINIMUM OF 12" INTO

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A MINIMUM OF 2 WOODEN OR METAL STAKES PER

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WHERE HAYBALES ARE USED, TRENCH A MINIMUM

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USE SILT FENCE OR HAYBALES WHERE INDICATED

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FABRIC TO BE UV RESISTANT POLYPROPYLENE WITH

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FABRIC TO BE ATTACHED TO STAKES WITH STAPLES.

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NOT TO SCALE

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2.

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OVER THE EMBEDDED FABRIC.

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GROUND.

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6.

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OR AS DIRECTED BY ENGINEER

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A MINIMUM WEIGHT OF 2.5 OZ./S.Y.

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OF 4" INTO EXISTING GRADE.

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5.

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4.

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3.

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1.

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%%UNOTES:

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FILTER FABRIC

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BACKFILL

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LINE

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10'-0" MAXIMUM

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WITH COMPACTED BACKFILL

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SECURE FABRIC IN TRENCH

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6" TYP.

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EXISTING

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GRADE

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2"X2"X4' POST

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12" MIN. TYP

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FLOW

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FILTER FABRIC

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2"X2"X4' STAKE

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30" TYP.

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1'-4" TO 1'-6"

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7" REVEAL

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NOT TO SCALE

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GRANITE CURB

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LOAM AND SEED

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SURFACE

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SLOPE

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SLOPE

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USE BRICK COURSES AS

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NEEDED TO BRING RIM

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TO REQUIRED ELEVATION,

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(5 COURSES MAX.)

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CONCRETE

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COLLAR

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NOT TO SCALE

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COLLAR

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CONCRETE

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COLLAR

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CONCRETE

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CONCRETE

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COLLAR

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COLLAR

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CONCRETE

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SURFACE

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CONCRETE

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COLLAR

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SURFACE

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SURFACE

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COLLAR

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CONCRETE

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CONCRETE

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COLLAR

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6" PIPE

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(SIZE VARIES)

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GRAVITY SEWER PIPE

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60%%D WYE

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6" 45%%D BEND

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RECONNECT TO EXISTING

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SERVICE

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SEE TYPICAL

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TRENCH DETAIL

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1.

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PIPE SIZES AND DEPTHS VARY.

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%%UNOTE:

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TRENCH DETAIL

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SEE TYPICAL

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6" PIPE

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SERVICE

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RECONNECT TO EXISTING

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(SIZE VARIES)

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GRAVITY SEWER PIPE

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SERVICE

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6" PVC

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60%%d WYE

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SEE PAVEMENT DETAIL

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6" PVC SERVICE

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6" 45%%D BEND

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FLOW

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NOT TO SCALE

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SERVICE TAP ON PIPE 4 INCHES OR LESS IN DIAMETER.

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DOUBLE STRAP SERVICE SADDLES SHALL BE REQUIRED FOR ANY

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NOT TO SCALE

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BE FLUSH WITH GRADE.

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USED AND THE SERVICE BOX PLUG COVER SHALL EXTEND TO AND

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AN AREA THAT IS NOT PAVED, THEN NO VALVE BOX SHALL BE

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IS LOCATED IN A PAVED AREA. IF THE CURB STOP IS LOCATED IN

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THE VALVE BOX SHOWN IS REQUIRED ONLY WHERE THE CURB STOP

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AROUND OBSTRUCTIONS SHALL NOT BE PERMITTED.

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SERVICE SHALL RUN PERPENDICULAR TO ROADWAY. SNAKING

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CONTRACTOR SHALL PROVIDE TIES TO SERVICE TAP.

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60° MAX.

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4.

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5.

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3.

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%%UNOTES:

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1.

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2.

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CORPORATION STOP

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(SEE NOTE 5)

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WATER MAIN

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(SEE NOTE 4)

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VALVE BOX

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CRUSHED STONE

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2 CUBIC FEET OF

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CURB STOP AND BOX

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TYPE K COPPER SERVICE

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FINISHED GRADE

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PROPERTY LINE

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(SEE NOTE 3)

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CONNECT TO EXISTING SERVICE. REDUCE AS REQUIRED.

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6"

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1'-0"

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EXCAVATION OF UNSUITABLE

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PAY LIMIT FOR ORDERED

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MATERIAL

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ASTM C33 #67 REQUIRED.

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3/4" CRUSHED STONE

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BEDDING:

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COMPACT IN 12" LAYERS.

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SAND AS SPECIFIED.

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BLANKET:

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OF GRAVEL.

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3.

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2.

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1.

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(b)

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(a)

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%%uNOTES:

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CONSIDERED UNSUITABLE BY THE ENGINEER.

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BEDDING SHALL BE WRAPPED WITH FILTER FABRIC IN LOCATIONS WHERE EXISTING SOIL IS

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WHERE NO GRASS OCCURS, MATCH EXISTING MATERIALS AND DEPTHS. PLACE A MINIMUM OF 6"

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EQUAL TO THE PIPE OUTSIDE DIAMETER PLUS 24 INCHES.

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FOR PIPE GREATER THAN 12 INCHES IN DIAMETER THE MAXIMUM ALLOWABLE TRENCH WIDTH SHALL BE

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PLANE 12 INCHES ABOVE PIPE SHALL BE NO MORE THAN 36 INCHES.

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FOR PIPE LESS THAN OR EQUAL TO 12 INCHES IN DIAMETER, MAXIMUM ALLOWABLE TRENCH WIDTH AT

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IN TRENCH DIMENSIONS SHALL BE AS FOLLOWS:

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DIRECTED BY ENGINEER.

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DEPTH SHALL BE AS

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WITH 3/4" CRUSHED STONE.

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UNSUITABLE MATERIAL

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REPLACE EXCAVATED

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COMPACT IN 12" LAYERS.

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GRAVEL AS SPECIFIED.

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MATERIAL, SAND OR

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BACKFILL:

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SUITABLE EXCAVATED

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COMPACT IN 4" LIFTS.

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RAM OR PNEUMATIC TAMPER.

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THOROUGHLY COMPACT WITH

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FILL AS SPECIFIED.

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MATERIAL, COMMON

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SUITABLE EXCAVATED

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BACKFILL:

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(SEE NOTE 1)

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MIN.

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SECTION UNDER GRASS

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BASE

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SEE PAVEMENT

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SEE NOTE 2

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LOAM AND SEED 4" MIN.

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SECTION UNDER PAVEMENT

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DETAIL

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DIAMETER

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PIPE

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PAY LIMIT FOR LEDGE

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UNDISTURBED TRENCH

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NOT TO SCALE

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MATERIAL

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BURIED UTILITY WARNING AND IDENTIFICATION TAPE / MAGNETIC TRACER TAPE

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1"

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0

1

1 - 1/2

TYP.

A

A

ELEVATION UTILITY CROSSING

SECTION A-A

TYPICAL SECTION AT UTILITY CROSSING

DETAIL

DET-1

1

1

DET-1

SILT FENCE WITH STRAWBALE DETAIL

SILT SACK DETAIL

SHRUB PLANTING

TREE PLANTING DETAIL

TEMPORARY SEDIMENT TRAP FOR DEWATERING

TYPICAL UTILITY SUPPORT DETAIL

BLOCK AND GRAVEL

SEDIMENT FILTER AT CATCH BASIN

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REV DESCRIPTION

DSN CHK

DATE

DWN APP



Phone: 603-623-4400

www.kleinfelder.com

RMM

BID SET

SHEET of

DESIGNED BY

ISSUE DATE

CURRENT REVISION

DRAWN BY

CHECKED BY

PROJECT NO.

REVISIONS

SCALE VERIFICATION


ON ORIGINAL DRAWING


SHEET ADJUST YOUR

SCALES ACCORDINGLY

APPROVED BY



288 CENTRAL AVENUE

DOVER, NH 03820

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NEW OR EXISTING UTILITY

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WHEN UPPER UTILITY IS NEW FILL AREA ABOVE EXISTING UTILITY WITH 34-INCH CRUSHED STONE BEDDING. WHEN UPPER UTILITY IS EXISTING, FILL AREA WITH CONTROLLED DENSITY FILL

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FINISHED GRADE

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NOTES: 1.WHERE NEW UTILITIES CROSS UNDER EXISTING WATER MAINS, CONTRACTOR SHALL WRAP EXISTING WHERE NEW UTILITIES CROSS UNDER EXISTING WATER MAINS, CONTRACTOR SHALL WRAP EXISTING WATER MAIN WITH 8 MILS OF POLY WRAP. 2.CONTRACTOR SHALL PROVIDE A SUBMITTAL FOR REVIEW BY THE OWNER AND ENGINEER THAT CONTRACTOR SHALL PROVIDE A SUBMITTAL FOR REVIEW BY THE OWNER AND ENGINEER THAT DESCRIBES IN DETAIL HIS OR HER PROPOSED MEANS AND METHOD FOR SECURING AND PROTECTING EXISTING WATER AND SEWER MAINS AT ALL CROSSINGS. INFORMATION TO BE INCLUDED IN THE SUBMITTAL SHALL INCLUDE, BUT NOT BE LIMITED TO: DEPTH OF EXCAVATION; EARTH RETENTION SYSTEM DETAILS; MATERIALS AND PROCEDURES FOR SUPPORTING EXISTING MAINS; AND BACKFILL MATERIALS AND METHODS.

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NOT TO SCALE

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STRAWBALE (TYP.)

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EXISTING GRADE

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FILTER FABRIC

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12" MINIMUM (TYP.)

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10'-0" MAXIMUM

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FILTER FABRIC

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NOTES: 1.FABRIC TO BE UV RESISTANT POLYPROPYLENE WITH A MINIMUM WEIGHT OF 2.5 FABRIC TO BE UV RESISTANT POLYPROPYLENE WITH A MINIMUM WEIGHT OF 2.5 OZ./S.Y. 2. 2.FABRIC TO BE ATTACHED TO STAKES WITH STAPLES. FABRIC TO BE ATTACHED TO STAKES WITH STAPLES. 3.USE SILT FENCE AND STRAWBALES WHERE INDICATED OR AS DIRECTED BY USE SILT FENCE AND STRAWBALES WHERE INDICATED OR AS DIRECTED BY ENGINEER. 4.WHERE STRAWBALES ARE USED, TRENCH A MINIMUM OF 4" INTO EXISTING GRADE. WHERE STRAWBALES ARE USED, TRENCH A MINIMUM OF 4" INTO EXISTING GRADE. 5.A MINIMUM OF TWO (2) WOODEN OR METAL STAKES PER STRAWBALE. DRIVE A MINIMUM OF TWO (2) WOODEN OR METAL STAKES PER STRAWBALE. DRIVE STAKES A MINIMUM OF 12" INTO GROUND.

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2"x2"x4' WOOD STAKE (SEE NOTES)

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2"x2"x3' WOOD STAKE (SEE NOTES)

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STRAWBALE (TYP.)

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EXISTING GRADE

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BOTTOM OF 4" TRENCH (SEE NOTES)

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2"X2"X4' STAKE (SEE NOTES)

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2"X2"X3' STAKE (SEE NOTES)

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EXISTING GRADE (SEE NOTES)

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BOTTOM OF 4" TRENCH (SEE NOTES)

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NOT TO SCALE

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NOTES FOR EROSION CONTROL: 1.CONTRACTOR SHALL REMOVE SEDIMENT AS CONTRACTOR SHALL REMOVE SEDIMENT AS NECESSARY TO MAINTAIN LEVEL BELOW OVERFLOW HOLES IN SILT SACK. 2.SILT SACK SHALL BE USED ON EXISTING CATCH SILT SACK SHALL BE USED ON EXISTING CATCH BASINS WITHIN THE PROJECT AREA AND CATCH BASINS THAT CONVEY PROJECT AREA RUNOFF . 3.CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SEDIMENTATION BARRIERS THROUGHOUT THE DURATION OF THE PROJECT. 4.CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE OF SEDIMENT AS REQUIRED. 5.CONTRACTOR SHALL REMOVE SILT SACKS, STRAW CONTRACTOR SHALL REMOVE SILT SACKS, STRAW BALES AND SILT FENCE AND LEGALLY DISPOSE OF THEM OFF-SITE UPON COMPLETION OF THE PROJECT AND AS REQUIRED.

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FOAM

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CURB OPENING

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1" REBAR FOR BAG REMOVAL FROM INLET

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OVERFLOW

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SILT SACK

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INSTALL 1" REBAR IN DUMP LOOPS

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3" SAUCER, FORM WITH PLANT MIX

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REMOVE BURLAP FROM TOP HALF OF BALL AND ALL NON-BIODEGRADEABLE MATERIALS

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FINISHED GRADE

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3" WOOD BARK MULCH

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PLANT MIX, MIN. 3" ALL AROUND

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SET SHRUB AT SAME GRADE AS IN NURSEY

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COMPACT SUBSOIL PEDESTAL TO PREVENT SETTLING, 6" MIN.

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COMPACTED SUBGRADE

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NOT TO SCALE

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TWO-PLY REINFORCED RUBBER HOSE WITH CABLE OR GALV. WIRE AT 120° INTERVALS

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3/8"x 6" GALV. STEEL TURNBUCKLE

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TURN DOWN TOP 1/3 OF BURLAP

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FINISHED GRADE

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2x4x36" WOOD STAKE FLUSH WITH GROUND

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(SEE SPEC.) SOIL MIX

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TREE WRAP (SEE SPEC.)

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2" SHREDDED HEMLOCK BARK MULCH

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LEADER SHOULD NOT BE CUT OR DAMAGED

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PRUNE AS DIRECTED BY LANDSCAPE ARCHITECT

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UNDISTURBED OR COMPACTED SUBGRADE MATERIAL

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NOT TO SCALE

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NOTES: 1.REMOVE TRAP WHEN SILT COVERS CRUSHED STONE AND DISPOSE OF IN A MANNER REMOVE TRAP WHEN SILT COVERS CRUSHED STONE AND DISPOSE OF IN A MANNER THAT IS CONSISTENT WITH STATE AND LOCAL REGULATIONS. 2.ANY DISTURBED AREAS SHALL BE RESTORED TO PRE-CONSTRUCTION CONDITION IN ANY DISTURBED AREAS SHALL BE RESTORED TO PRE-CONSTRUCTION CONDITION IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS, SECTION 02498, RESTORATION OF DISTURBED AREAS. 3.REFER TO SPECIFICATION SECTION 02140 FOR OTHER ACCEPTABLE METHODS FOR REFER TO SPECIFICATION SECTION 02140 FOR OTHER ACCEPTABLE METHODS FOR TREATING DEWATERING DISCHARGE.

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2" CRUSHED STONE

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STRAW BALES

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OVERFLOW

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SECURE PUMP DISCHARGE

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TOP OF CRUSHED STONE (4" BELOW TOP OF STRAW BALES)

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ROPE AS NECESSARY TO SECURE STRAW BALES

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NON-WOVEN FILTER FABRIC (OVERLAP EDGES 2' MIN.)

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EXISTING EARTH OR PAVEMENT

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SLOPE

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NOT TO SCALE

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NOTE: : WHEN CROSSING UNDER EXISTING UTILITY LINES, CONTRACTOR TO LIMIT LENGTH OF TRENCH EXCAVATION AND PROVIDE SUPPORT OF EXISTING UTILITIES. HAND EXCAVATION MAY BE REQUIRED TO PROVIDE ACCESS AROUND AND UNDER UTILITY LINES. UTILITY LINES MAY INCLUDE BUT NOT BE LIMITED TO PIPE, CABLE, CONDUIT, CONCRETE DUCTS, OR PIPE ENCASEMENTS.

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PROPOSED UTILITY

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UTILITY LINE OR DUCT BANK

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PIPE/DUCT STRAPS (POLYETHYLENE COATED)

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SUPPORT BEAM - NUMBER AND SIZE TO BE DETERMINED BY CONTRACTOR

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NOT TO SCALE

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OVERFLOW

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RUNOFF

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WATER WITH

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SEDIMENT

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SEDIMENT

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NOT TO SCALE

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%%uNOTES:

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CONCRETE BLOCKS SHOULD BE PLACED LENGTHWISE ON THEIR SIDES

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IN A SINGLE ROW AROUND THE PERIMETER OF THE INLET. THE ENDS

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OF EACH BLOCK SHOULD BE ABUTTING. THE HEIGHT OF THE BARRIER

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CAN BE VARIED DEPENDING ON THE DESIGN BY STACKING VARIOUS

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COMBINATIONS OF DIFFERENT SIZED BLOCKS. THE BARRIER SHOULD BE

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A MINIMUM OF 12 INCHES HIGH AND A MAXIMUM OF 24 INCHES HIGH.

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HARDWARE CLOTH OR WIRE MESH SHOULD BE PLACED OVER THE OPENINGS

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OF THE CONCRETE BLOCKS AND EXTEND AT LEAST 12 INCHES AROUND

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THE OPENING TO PREVENT AGGREGATE FROM BEING TRANSPORTED

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THROUGH THE OPENINGS IN THE BLOCK.

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SEWER STONE OR OTHER CLEAN COARSE AGGREGATE SHOULD BE PLACED

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AGAINST THE BLOCK TO THE TOP OF THE BARRIER.

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1.

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2.

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3.

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FILTERED WATER

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DROP INLET

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WITH GRATE

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GRAVEL FILTER

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WIRE SCREEN

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CONCRETE BLOCK

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WIRE SCREEN

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1"

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0

BROADWAY

N

E

W

Y

O

R

K

S

T

R

E

E

T

WORK ZONE B

BROADWAY

N

E

W

Y

O

R

K

S

T

R

E

E

T

BROADWAY

12' MIN. TRAVEL LANE

WORK ZONE A

400

SCALE: 1"=20'

SCALE IN FEET

20 60

WORK ZONE A

WORK ZONE B

CA

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WORK ZONE MANAGEMENT PLAN

N

REV DESCRIPTION

DSN CHK

DATE

DWN APP



Phone: 603-623-4400

www.kleinfelder.com

RMM

BID SET

SHEET of

DESIGNED BY

ISSUE DATE

CURRENT REVISION

DRAWN BY

CHECKED BY

PROJECT NO.

REVISIONS

SCALE VERIFICATION


ON ORIGINAL DRAWING


SHEET ADJUST YOUR

SCALES ACCORDINGLY

APPROVED BY



288 CENTRAL AVENUE

DOVER, NH 03820

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RED'S SHOE BARN

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W

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4/54 HOUSE 40

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4/54 HOUSE 40 1/2

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CONC. BLOCK GARAGE

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4/55 HOUSE 46

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VACANT BUILDING

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27/64 HOUSE 48

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27/65

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MAGNAIL N - 256590.18 E - 1196232.75

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B-2

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B-1

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B-7

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B-8

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TRAFFIC DIRECTION (TYP.) SEE NOTE 3 SHEET 9.

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RED'S SHOE BARN

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S

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W

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OFFICE

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4/53 HOUSE 36

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4/54 HOUSE 40

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4/54 HOUSE 40 1/2

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CONC. BLOCK GARAGE

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4/55 HOUSE 46

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VACANT BUILDING

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27/64 HOUSE 48

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27/65

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24/2E

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24/2I

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24/34

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BUILDING

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MAGNAIL N - 256590.18 E - 1196232.75

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N84%%D17'17"E

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B-4

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B-3

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(MW)

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B-2

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B-1

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B-7

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B-8

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TRAFFIC DIRECTION (TYP.) SEE NOTE 3 SHEET 9.

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1"

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0

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NOTES: : 1.REFER TO NOTES ON SHEET 9.REFER TO NOTES ON SHEET 9.

BROADWAY

N

E

W

Y

O

R

K

S

T

R

E

E

T

BROADWAY

P

I

E

R

C

E

S

T

R

E

E

T

WORK ZONE C

400

SCALE: 1"=20'

SCALE IN FEET

20 60

PEDESTRIAN BYPASS

LEGEND

ROADWAY SLOPE PROTECTION

WORK ZONE C

CA

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WORK ZONE STAGING PLAN 2

N

REV DESCRIPTION

DSN CHK

DATE

DWN APP



Phone: 603-623-4400

www.kleinfelder.com

RMM

BID SET

SHEET of

DESIGNED BY

ISSUE DATE

CURRENT REVISION

DRAWN BY

CHECKED BY

PROJECT NO.

REVISIONS

SCALE VERIFICATION


ON ORIGINAL DRAWING


SHEET ADJUST YOUR

SCALES ACCORDINGLY

APPROVED BY


SEE PLAN

FOR

NORTH ARROW


288 CENTRAL AVENUE

DOVER, NH 03820

TEMPORARY CONSTRUCTION FENCE

SCALE:N.T.S.

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RED'S SHOE BARN

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W

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4/52 HOUSE 30-34

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4/53 HOUSE 36

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4/54 HOUSE 40

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4/54 HOUSE 40 1/2

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4/55 HOUSE 46

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VACANT BUILDING

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27/64 HOUSE 48

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27/65

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24/2E

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TMH

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MAGNAIL N - 256590.18 E - 1196232.75

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B-2

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B-1

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B-7

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B-8

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TRAFFIC DIRECTION (TYP.) SEE NOTE 3.

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PEDESTRIANS

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PEDESTRIAN PATH

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EXISTING SIDEWALK

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PEDESTRIANS

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EXISTING SIDEWALK

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AND AS DIRECTED BY THE ENGINEER.

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FENCING

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CONSTRUCTION

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BY PROPOSED

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WORK AREA ENCLOSED

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TYPE III BARRICADE

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PARKING LANE CLOSED

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PEDESTRIANS

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N.T.S.

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%%uTYPE I

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FENCING

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TYPE III BARRICADE

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WORK AREA ENCLOSED

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BY PROPOSED

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CONSTRUCTION

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PEDESTRIAN PATH

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CROSSWALKS

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TEMPORARY

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N.T.S.

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PEDESTRIANS

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CLOSED

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PARKING LANE

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%%uTYPE II

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CLOSED

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PARKING LANE

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EXISTING SIDEWALK OR MEDIAN

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EXISTING SIDEWALK OR MEDIAN

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CLOSURE DETAILS AND DURING CONSTRUCTION STAGING

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TO BE USED IN CONJUNCTION WITH THE PROPOSED LANE

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NOT TO SCALE

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TYPE III BARRICADE

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DRUM WITH FLASHER

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DRUM

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DENOTES WORK AREA

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PORTABLE CONCRETE BARRIER

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CONE

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SIGN

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TRAFFIC DIRECTION

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4:1

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2'

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WORK AREA

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TRAVEL WAY

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4" OR GREATER

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EXCAVATION

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TEMPORARY

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SOIL SLOPE

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DRUM

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NOT TO SCALE

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1"

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0

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NOTES: : 1.SIGNING, DRUMS, BARRICADES AND OTHER DEVICES SHOWN HERE ARE FOR ILLUSTRATIVE SIGNING, DRUMS, BARRICADES AND OTHER DEVICES SHOWN HERE ARE FOR ILLUSTRATIVE PURPOSES ONLY TO SHOW GENERAL INTENT OF WORK ZONE SEQUENCING. ALL CONSTRUCTION SIGNING, DRUMS, BARRICADES AND OTHER DEVICES SHALL CONFORM WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) AS AMENDED, LATEST EDITION, AND NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION (N.H.D.O.T.) WORK ZONE SAFETY REGULATIONS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MAINTAINING TRAFFIC SAFETY AND SHALL SUBMIT TRAFFIC MANAGEMENT PLANS MEETING THE GENERAL INTENT OF THIS SHEET TO THE ENGINEER AT LEAST TWO (2) WEEKS PRIOR TO THE START OF ANY TEMPORARY TRAFFIC CONTROL MEASURES. 2.A MINIMUM OF ONE 12' LANE OF TRAFFIC SHALL BE MAINTAINED FOR NORTHBOUND A MINIMUM OF ONE 12' LANE OF TRAFFIC SHALL BE MAINTAINED FOR NORTHBOUND TRAFFIC ON BROADWAY STREET AT ALL TIMES DURING CONSTRUCTION. 3.SOUTHBOUND TRAFFIC ON BROADWAY STREET SHALL BE DETOURED AROUND THE WORK SOUTHBOUND TRAFFIC ON BROADWAY STREET SHALL BE DETOURED AROUND THE WORK ZONE VIA OAK STREET AND CENTRAL AVENUE. CONTRACTOR'S DETOUR PLAN SHALL BE SUBMITTED AS PART OF TRAFFIC MANAGEMENT PLAN DESCRIBED IN NOTE 1. 4.CONTRACTOR SHALL MAINTAIN DETOUR 24 HOURS PER DAY. CONTRACTOR SHALL MAINTAIN DETOUR 24 HOURS PER DAY. 5.ALL DRUMS, CONES AND BARRICADES SHALL BE APPROXIMATELY PLACED AND MOVED ALL DRUMS, CONES AND BARRICADES SHALL BE APPROXIMATELY PLACED AND MOVED AS NECESSARY TO MAINTAIN ADEQUATE ABUTTER ACCESS AT ALL TIMES. WORK MAY REQUIRE ADDITIONAL SIGNS, DRUMS OR OTHER TRAFFIC CONTROL DEVICES, GRADING, AND TEMPORARY PAVEMENT FOR PASSAGE OF PEDESTRIAN, VEHICULAR AND EMERGENCY TRAFFIC THROUGH WORK AREAS, BOTH DURING AND AFTER WORKING HOURS, TO MAINTAIN SUCH ACCESS. 6.ALL WORK SHALL COMPLY WITH THE NHDOT AND CITY OF DOVER PERMITS AND ALL WORK SHALL COMPLY WITH THE NHDOT AND CITY OF DOVER PERMITS AND REGULATIONS AS APPLICABLE. WHERE PERMIT REQUIREMENTS AND PLANS DIFFER, THE REQUIREMENT OF THE PERMIT AGENCY SHALL APPLY. 7.CONTRACTOR SHALL BE RESPONSIBLE FOR ISOLATING AND PROTECTING THE WORK CONTRACTOR SHALL BE RESPONSIBLE FOR ISOLATING AND PROTECTING THE WORK ZONES DURING WORKING AND NON-WORKING HOURS WITH TEMPORARY CONSTRUCTION FENCING AS SHOWN IN TEMPORARY CONSTRUCTION FENCE DETAIL. 8.SIGNS HAVING MESSAGES THAT ARE IRRELEVANT TO TRAFFIC CONDITIONS SHALL BE SIGNS HAVING MESSAGES THAT ARE IRRELEVANT TO TRAFFIC CONDITIONS SHALL BE REMOVED OR PROPERLY COVERED. 9.ADVISORY SPEED PLATES (W13-1) SHALL BE USED IF APPROPRIATE AND AS DIRECTED ADVISORY SPEED PLATES (W13-1) SHALL BE USED IF APPROPRIATE AND AS DIRECTED BY THE ENGINEER OR JURISDICTIONAL AUTHORITY. 10.THE CONTRACTOR SHALL NOTIFY EACH ABUTTER AT LEAST 24 HOURS IN ADVANCE OF THE CONTRACTOR SHALL NOTIFY EACH ABUTTER AT LEAST 24 HOURS IN ADVANCE OF THE START OF ANY WORK THAT WILL REQUIRE THE TEMPORARY CLOSURE OF ACCESS, SUCH AS EXISTING PAVEMENT EXCAVATION, TEMPORARY DRIVEWAY PAVEMENT PLACEMENT AND SIMILAR OPERATIONS. 11.GRADE SEPARATIONS IN EXCESS OF 2 INCHES DURING NON-WORKING HOURS WILL GRADE SEPARATIONS IN EXCESS OF 2 INCHES DURING NON-WORKING HOURS WILL REQUIRE DELINEATION BY USE OF DRUMS. 12.EXCAVATION EDGES IN EXCESS OF 4 INCHES DEEP SHALL BE PROTECTED DURING EXCAVATION EDGES IN EXCESS OF 4 INCHES DEEP SHALL BE PROTECTED DURING NON-WORKING HOURS BY BACKFILLING WITH A WEDGE OF GRAVEL OR SOIL TO COMPACTED 4:1 SLOPE. 13.SIGNS SHALL BE KEPT CLEAN AT ALL TIMES AND LEGENDS SHALL BE DISTINCTIVE AND SIGNS SHALL BE KEPT CLEAN AT ALL TIMES AND LEGENDS SHALL BE DISTINCTIVE AND UNMARRED. 14.NO SIGNS SHALL BE ATTACHED TO DRUMS OR CONES. ALL SIGNS SHALL BE ATTACHED NO SIGNS SHALL BE ATTACHED TO DRUMS OR CONES. ALL SIGNS SHALL BE ATTACHED TO THEIR OWN INDEPENDENT SUPPORTS. 15.CONTRACTOR SHALL PROVIDE UNIFORMED POLICE AND/OR FLAG PERSONS FOR CONTRACTOR SHALL PROVIDE UNIFORMED POLICE AND/OR FLAG PERSONS FOR TEMPORARY TRAFFIC CONTROL WHERE REQUIRED BASED ON CITY AND ENGINEER REVIEW OF TRAFFIC MANAGEMENT PLANS.

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PEDESTRIAN BYPASS NOTES: : 1.ADDITIONAL ADVANCE WARNING MAY BE NECESSARY. ADDITIONAL ADVANCE WARNING MAY BE NECESSARY. 2.CONTROLS FOR PEDESTRIAN TRAFFIC ONLY, ARE SHOWN. VEHICULAR CONTROLS FOR PEDESTRIAN TRAFFIC ONLY, ARE SHOWN. VEHICULAR TRAFFIC SHALL BE MAINTAINED AS SHOWN ELSEWHERE. 3.STREET LIGHTING SHOULD BE CONSIDERED WHEN LOCATING CONTROL STREET LIGHTING SHOULD BE CONSIDERED WHEN LOCATING CONTROL DEVICES. 4.DIRECTION OF PEDESTRIAN TRAVEL. DIRECTION OF PEDESTRIAN TRAVEL. 5.IF THE WORK ZONE DOES NOT PERMIT PEDESTRIANS TO TRAVEL IF THE WORK ZONE DOES NOT PERMIT PEDESTRIANS TO TRAVEL ADJACENT TO IT AS SHOWN IN PEDESTRIAN BYPASS TYPE I, TEMPORARY CROSSWALKS WITH APPROPRIATE SIGNS SHALL BE INSTALLED TO CROSS PEDESTRIANS TO THE OPPOSITE SIDE OF THE STREET AS SHOWN IN PEDESTRIAN BYPASS TYPE II, AND AS DIRECTED BY THE ENGINEER.

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2" O.D. FRAME

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HINGE

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GRADE

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FINISHED

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ROUND CONC. BASE (TYP)

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10'-0" MAX.

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CAP (TYP.)

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20 FT DOUBLE GATE

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LOCK

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TURNBUCKLE, TYP.

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3/8" DIA. TRUSS ROD WITH

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KEEPER

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6' GALVANIZED CHAIN LINK

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NOTE: : 1.WHERE JERSEY BARRIERS ARE USED TO ISOLATE WORK ZONES, VERTICAL FENCE POSTS WHERE JERSEY BARRIERS ARE USED TO ISOLATE WORK ZONES, VERTICAL FENCE POSTS SHALL BE SET INTO JERSEY BARRIERS (IN LIEU OF ROUND CONC. BASE SHOWN). TOP OF 2" O.D. FRAME SHALL BE 6 FEET MINIMUM ABOVE GRADE.

broadway street railroad culvert city of dover, new … · concrete flowable fill shall not be...

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