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Home My WebLink About20181254 Ver 1_Chadbourne 09-11-18_20180912PREPARED BY ENGINEERING DEPARTMENT CITY OF CONCORD P.O. BOX 308 CONCORD N.C. 28026 (704) 920-5425 Surveyor's Seal CONCORD, NORTH CAROLINA CITY OF CONCORD PREPARED BY ENGINEERING DEPARTMENT CITY OF CONCORD P.O. BOX 308 CONCORD N.C. 28026 (704) 920-5425 Surveyor's Seal PROJECT # :2017-026 CHADBOURNE AVE. CULVERT REPLACEMENT THIS PROJECT CONSISTS OF THE INSTALLATION OF A 7'x6' DOUBLE BARREL CONCRETE BOX CULVERT UNDER CHADBOURNE AVE AND APPROXIMATELY 53'± LINEAR FEET OF 8" GRAVITY SEWER, 101'± LINEAR FEET OF 6" WATER MAIN, AND 1 FIRE HYDRANT. ALONG WITH APPURTENANCES AND OTHER ASSOCIATED PROJECT WORK, FOR THE PURPOSE OF PROVIDING STORM, WATER, AND SANITARY SEWER UPGRADES. THE PROJECTED AMOUNT OF GROUND DISTURBANCE IS 0.84± ACRES. WORK SHALL PROCEED IN SUCH A MANNER SO AS TO LIMIT THE AMOUNT OF GROUND DISTURBANCE BY HAVING ONLY ONE SECTION OF THE DITCH OPEN AT A TIME THEREBY REDUCING THE POTENTIAL FOR LARGE QUANTITIES OF SEDIMENT TO BE TRANSPORTED OFF SITE. SEEDING OF DENUDED AREAS SHALL BE DONE AS SOON AS POSSIBLE, BUT IN NO CASE LONGER THAN SOIL STABILIZATION TIME FRAMES GIVEN IN THE PLANS. REMOVAL OF ALL SEDIMENTATION AND EROSION CONTROL DEVICES SHALL ONLY BE DONE AFTER APPROVAL HAS BEEN COORDINATED WITH THE DEPARTMENT OF ENVIRONMENTAL QUALITY, THE CITY OF CONCORD, AND THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. LOCATION AND PROTECTION OF ALL UTILITIES IN THE WORK AREA SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. PLEASE NOTICE THAT THIS PROJECT CROSSES SEVERAL UNDERGROUND UTILITIES ALONG THE ROUTE OF WORK. MINIMUM SEPARATIONS BETWEEN THE NEW SEWER LINES, WATER LINES, STORM PIPES, AND THESE UTILITIES SHALL BE HELD AT ALL TIMES. IN THE EVENT OF AN UNFORESEEN CONFLICT, THE CONTRACTOR SHALL NOTIFY THE CITY OF CONCORD ENGINEERING DEPARTMENT IMMEDIATELY. ALL TRAFFIC CONTROL AND SAFETY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE CONDUCTED IN STRICT ACCORDANCE WITH THE LATEST REVISION OF PART IV OF THE M.U.T.C.D., NCDOT, OSHA AND ALL OTHER LOCAL, STATE AND FEDERAL REGULATIONS. COMPLETION OF THIS PROJECT IS ANTICIPATED TO TAKE 120 DAYS AFTER NOTICE BY THE CITY OF CONCORD TO PROCEED. FINAL COMPLETION AND ACCEPTANCE OF THE WORK IS ANTICIPATED TO BE SPRING 2019. NOTE: CONDITIONS OF APPROVAL: NO WORK SHOWN IN THIS PLANS SHALL COMMENCE UNTIL THE CITY'S NOTICE TO PROCEED HAS BEEN ISSUED AND THE NCDEQ DWR 401 WATER QUALITY CERTIFICATION AND USACE SECTION 404 PERMIT APPROVALS ARE OBTAINED; AND ANY CONDITIONS IMPOSED BY NCDEQ DWR AND USACE SHALL BE CONSIDERED INCORPORATED HEREIN Engineer's Seal 630 629 628 628 627 626 62 7 62 8 62 6 628 6316:1CHADBOURNE AVE CULVERT REPLACEMENTEXISTING SITE MAPPROJECT # : 2017-026PREPARED BY ENGINEERING DEPARTMENT CITY OF CONCORD P.O. BOX 308 CONCORD N.C. 28026 (704) 920-5425 Surveyor's Seal 1.800.331.0008 1.800.252.1133 704.920.3000 704.920.5555 704.920.5555 704.392.8610 1.800.232.0144 1.800.769.3766 704.986.3700 Stanly Co Comm 1.800.632.4949 1.800.453.2530 N/A 1.800.752.7504 1.800.510.5678 1.877.776.2427 1.888.723.8010 704.378.2626 Option 5, 2, 1 1.800.922.6840 1.800.632.4949 NC One Call 704.788.4164 RRWWTP 1.800.800.6609 CHA D B O U R N E A V E . N W Engineer's Seal 630 629 628 628 627 626 62 7 62 8 62 6 628 6316:1CHADBOURNE AVE CULVERT REPLACEMENTDEMOLITION PLANPROJECT # : 2017-026PREPARED BY ENGINEERING DEPARTMENT CITY OF CONCORD P.O. BOX 308 CONCORD N.C. 28026 (704) 920-5425 Surveyor's Seal CHA D B O U R N E A V E . N W NOTES 1. REMOVAL OF TREES AND SHRUBS ARE TO BE MINIMIZED AS MUCH AS POSSIBLE. CONTRACTOR TO AVOID AND MINIMIZE DAMAGE TO THOSE TREES AND SHRUBS DETERMINED TO REMAIN. 2. ALL EXISTING SERVICE CONNECTIONS TO REMAIN IN SERVICE AND TO BE PROTECTED DURING CONSTRUCTION. CONTRACTOR SHALL LOCATE AND MAKE PROVISIONS IN ACCORDANCE WITH THE CITY OF CONCORD FOR PROTECTION. 3. THE CONTRACTOR WILL BE REQUIRED TO MAINTAIN INGRESS AND EGRESS TO ALL BUSINESSES AND DWELLINGS, AND EASY ACCESS TO FIRE HYDRANTS. CONTRACTOR TO OPEN CUT ROADWAY AND REPLACE ACCORDING TO CITY OF CONCORD AND NCDOT STANDARDS. SEE SHEET 12 FOR TYPICAL ROADWAYS CROSS SECTION ROAD CLOSED BARRICADE TYPE III NCDOT 1145.01 SEE SHT. 15 FOR CLOSURE PLAN ROAD CLOSED BARRICADE TYPE III NCDOT 1145.01 SEE SHT. 16 FOR CLOSURE PLAN CONTRACTOR TO TEMPORARILY RELOCATE EX. MAILBOX. MAILBOX SHOULD BE RESET IN IT'S ORIGINAL LOCATION AT THE COMPLETION OF PROJECT. CONTRACTOR TO REMOVE EXISTING 48" CMP AND EXISTING 60" CMP CONTRACTOR TO REMOVE EXISTING F.H. ASSEMBLY CONTRACTOR TO REMOVE EXISTING TREES AND SHRUBS LOCATED WITHIN 20' FROM THE OPENING OF THE EXISTING CULVERTS CONTRACTOR TO REMOVE EXISTING TREES AND SHRUBS LOCATED WITHIN 20' FROM THE OPENING OF THE EXISTING CULVERTS CONTRACTOR TO ENSURE THAT PROPERTY OWNER HAS ACCESS TO DRIVEWAY DURING CONSTRUCTION AT ALL TIMES. IF NEEDED, CONTRACTOR TO BUILD TEMPORARY DRIVEWAY WIDENING WITH DOT ABC MATERIAL. 15” STORM PIPE TO BE EXTENDED UNDER WIDENING. CONTRACTOR TO REINSTATE EXISTING DRIVEWAY AND DITCH TO EXISTING CONDITION. CONTRACTOR TO REMOVE EXISTING SHRUBS IN CONFLCT WITH PROPOSED FIRE HYDRANT 1.800.331.0008 1.800.252.1133 704.920.3000 704.920.5555 704.920.5555 704.392.8610 1.800.232.0144 1.800.769.3766 704.986.3700 Stanly Co Comm 1.800.632.4949 1.800.453.2530 N/A 1.800.752.7504 1.800.510.5678 1.877.776.2427 1.888.723.8010 704.378.2626 Option 5, 2, 1 1.800.922.6840 1.800.632.4949 NC One Call 704.788.4164 RRWWTP 1.800.800.6609 LIMITS OF DISTURBANCE Engineer's Seal 630 629 628 628 627 626 62 7 62 8 62 6 628 6316:1CHADBOURNE AVE CULVERT REPLACEMENTEROSION CONTROL PLANPROJECT # : 2017-026PREPARED BY ENGINEERING DEPARTMENT CITY OF CONCORD P.O. BOX 308 CONCORD N.C. 28026 (704) 920-5425 Surveyor's Seal CHA D B O U R N E A V E . N W CONTRUCTION/TREE PROTECTION FENCING COMPOST FILTER SOCK, FILTREXX SILT SOXX, DIAMOND SOCK OR EQUIVALENT GRAVEL CONSTRUCTION ENTRANCE, PER NCDOT STD. 1607.01 NOTES 1. REMOVAL OF TREES AND SHRUBS ARE TO BE MINIMIZED AS MUCH AS POSSIBLE. CONTRACTOR TO AVOID AND MINIMIZE DAMAGE TO THOSE TREES AND SHRUBS DETERMINED TO REMAIN. 2. STREAM AREAS IMPACTED DUE TO SITE DEWATERING ACTIVITIES SHALL BE REGRADED TO ITS PRECONSTRUCTION CONTOURS AND REVEGETATED WITH APPROPRIATE NATIVE SPECIES, SUCH AS "BLUE FLAG IRIS", "SOFT RUSH", AND "LIZARD'S TAIL". CONTRUCTION/TREE PROTECTION FENCING 1.800.331.0008 1.800.252.1133 704.920.3000 704.920.5555 704.920.5555 704.392.8610 1.800.232.0144 1.800.769.3766 704.986.3700 Stanly Co Comm 1.800.632.4949 1.800.453.2530 N/A 1.800.752.7504 1.800.510.5678 1.877.776.2427 1.888.723.8010 704.378.2626 Option 5, 2, 1 1.800.922.6840 1.800.632.4949 NC One Call 704.788.4164 RRWWTP 1.800.800.6609 Engineer's Seal PROPOSED 2-7' W x 6' H x 62' L BARREL BOX CULVERTS (SEE DETAILS SHEET 11) PROPOSED TEMPORARY 62.47' of 8" DIP @ 0.30% PROPOSED 62.47' of 8" DIP @ 2.69% PROPOSED GRADE PROPOSED GRADE PROP. M.H.#1 5' DIA M.H. STA:0+62.47 RIM:631.83 PROPOSED 8" DIP PROPOSED 2-7' W x 6' H x 62' L BARREL BOXED CULVERT (SEE DETAILS SHEET 11)2:1 6 3 0 6 2 9 6 2 8628627 626627628626628631 6:1 3:12:12:12:1CHADBOURNE AVE CULVERT REPLACEMENTCULVERTPLAN & PROFILEPROJECT # : 2017-026PREPARED BY ENGINEERING DEPARTMENT CITY OF CONCORD P.O. BOX 308 CONCORD N.C. 28026 (704) 920-5425 Surveyor's Seal 1.800.331.0008 1.800.252.1133 704.920.3000 704.920.5555 704.920.5555 704.392.8610 1.800.232.0144 1.800.769.3766 704.986.3700 Stanly Co Comm 1.800.632.4949 1.800.453.2530 N/A 1.800.752.7504 1.800.510.5678 1.877.776.2427 1.888.723.8010 704.378.2626 Option 5, 2, 1 1.800.922.6840 1.800.632.4949 NC One Call 704.788.4164 RRWWTP 1.800.800.6609 NOTES 1. CONTRACTOR TO REPLACE EXISTING ROADWAY ACCORDING TO CITY OF CONCORD AND NCDOT STANDARDS. SEE SHT. 12 FOR TYPICAL CROSS SECTION. 2. PRIVATE UTILITIES, OTHER THAN PRIVATE WATER LINES TO BE RELOCATED BY OTHERS. 3. REMOVAL OF TREES AND SHRUBS ARE TO BE MINIMIZED AS MUCH AS POSSIBLE. CONTRACTOR TO AVOID AND MINIMIZE DAMAGE TO THOSE TREES AND SHRUBS DETERMINED TO REMAIN. 4. CONTRACTOR TO INSTALL PEDESTRIAN SAFETY RAIL ALONG HEADWALLS / WINGWALLS. PAINT COLOR SW 6258 FLAT SHEEN, OR EQUIVALENT. SEE DETAIL IN SHT. 11. Engineer's Seal 2:1 627 626 2:1 2: 1 CHADBOURNE AVE CULVERT REPLACEMENTUP-STREAM CROSS SECTIONPROJECT # : 2017-026PREPARED BY ENGINEERING DEPARTMENT CITY OF CONCORD P.O. BOX 308 CONCORD N.C. 28026 (704) 920-5425 Surveyor's Seal 625 NOTE: 1. THESE PLANS AND DETAILS ARE MEANT TO SHOW THE GENERAL INTENT OF THE WINGWALL DESIGN. CONTRACTOR SHALL HAVE PRECAST MODULAR BLOCK WINGWALLS DESIGNED, DETAILED AND SPECIFIED BY MANUFACTURER OR MANUFACTURER'S REPRESENTATIVE LICENSED IN THE STATE OF NORTH CAROLINA. 2. CONTRACTOR SHALL SUBMIT FINAL DESIGN AND CALCULATIONS TO THE CITY OF CONCORD FOR APPROVAL. 3. CONTRACTOR TO INSTALL PEDESTRIAN SAFETY RAIL ALONG HEADWALLS / WINGWALLS. PAINT COLOR SW 6258 FLAT SHEEN, OR EQUIVALENT. SEE DETAIL IN SHT. 11. 626 620619618621622623624 61861962062162262362 4 Engineer's Seal 629628627 6266316:13:1 2:1 CHADBOURNE AVECULVERT REPLACEMENTDOWN-STREAM CROSS SECTIONPROJECT # : 2017-026PREPARED BY ENGINEERING DEPARTMENT CITY OF CONCORD P.O. BOX 308 CONCORD N.C. 28026 (704) 920-5425 Surveyor's Seal 60 6 NOTE: 1. THESE PLANS AND DETAILS ARE MEANT TO SHOW THE GENERAL INTENT OF THE WINGWALL DESIGN. CONTRACTOR SHALL HAVE PRECASTMODULAR BLOCK WINGWALLS DESIGNED, DETAILED AND SPECIFIED BY MANUFACTURER OR MANUFACTURER'S REPRESENTATIVE LICENSED IN THE STATE OF NORTH CAROLINA. 2. CONTRACTOR SHALL SUBMIT FINAL DESIGN AND CALCULATIONS TO THE CITY OF CONCORD FOR APPROVAL. 3. CONTRACTOR TO INSTALL PEDESTRIAN SAFETY RAIL ALONG HEADWALLS / WINGWALLS. PAINT COLOR SW 6258 FLAT SHEEN, OR EQUIVALENT. SEE DETAIL IN SHT. 11. 626 625 627 628 624623622621620619618617616 624 620619618617621617Engineer's Seal TEMP. OUTLET. SEE NOTE 3 PROP. M.H.#1 5' DIA INSIDE DROP STA:0+62.47 RIM:631.83 INV IN:626.10 8" PVC "E" INV OUT:614.55 8" DIP "W" INV OUT:625.90 8" DIP "W" PROPOSED 62.47' of 8" DIP @ 2.69% TO BE CONSTRUCTED AFTER PROPOSED BOX CULVERT IS IN PLACE TEMPORARY PIPE TO BE CONSTRUCTED AND ACTIVIVATED BEFORE AND DURING CULVERT CONSTRUCTION 62.47' of 8" DIP @ 0.30% TO BE ABANDONED IN PLACE AND FILLED WITH FLOWABLE FILL AFTER PERMANENT PIPE IS ACTIVATED WHEN CULVERT HAS BEEN INSTALLED ROCK ELEVATION PROP. M.H.#1 5' DIA M.H. STA:0+62.47 RIM:631.83 PROPOSED 8" DIP PROPOSED 2-7' W x 6' H x 62' L BARREL BOXED CULVERT (SEE DETAILS SHEET 11)CHADBOURNE AVE CULVERT REPLACEMENTSANITARY SEWERPLAN & PROFILEPROJECT # : 2017-026PREPARED BY ENGINEERING DEPARTMENT CITY OF CONCORD P.O. BOX 308 CONCORD N.C. 28026 (704) 920-5425 Surveyor's Seal NOTE: 1. DURING SEWER CONSTRUCTION, CONTRACTOR TO MAINTAIN SEWER SERVICE CONNECTIONS AT ALL TIMES 2. ALL EXISTING SERVICE CONNECTIONS TO REMAIN IN SERVICE AND TO BE PROTECTED DURING CONSTRUCTION. CONTRACTOR SHALL LOCATE AND MAKE PROVISIONS IN ACCORDANCE WITH CITY OF CONCORD STANDARDS FOR PROTECTION. 3. PROPOSED MANHOLE TO BE BUILT FOR TEMPORARY SITUATION. AFTER PERMANENT SEWER LINE HAS BEEN BUILT ON TOP OF CULVERT, CONTRACTOR TO ABANDON BOTTOM PART OF MANHOLE BY FILLING WITH #57 STONE, REMOVING INSIDE DROP, POURING NEW MANHOLE BOTTOM SLAB FOR NEW PERMANENT INV OUT AND CREATING A NEW TROUGH. 1.800.331.0008 1.800.252.1133 704.920.3000 704.920.5555 704.920.5555 704.392.8610 1.800.232.0144 1.800.769.3766 704.986.3700 Stanly Co Comm 1.800.632.4949 1.800.453.2530 N/A 1.800.752.7504 1.800.510.5678 1.877.776.2427 1.888.723.8010 704.378.2626 Option 5, 2, 1 1.800.922.6840 1.800.632.4949 NC One Call 704.788.4164 RRWWTP 1.800.800.6609 Engineer's Seal 2:1 630 629 628 628 627 626 627 628 626 628 6316:13:1 2:1 2:1 2: 1 CHADBOURNE AVECULVERT REPLACEMENTWATER MAIN PLANPROJECT # : 2017-026PREPARED BY ENGINEERING DEPARTMENT CITY OF CONCORD P.O. BOX 308 CONCORD N.C. 28026 (704) 920-5425 Surveyor's Seal PROPOSED 1-6" G.V. W/ VALVE BOX STA:0+01.00 PROPOSED 1 CONC. ANCHOR BLOCK STA:0+00.00 NOTE WATER LINE CROSSING SAN. SEWER LINE WATER LINE INV ELEV: 624.00 SAN. SEWER INV ELEV: 615.36 STA:0+31.65 NOTE: CONTRACTOR TO FIELD LOCATE EX. GAS LINE AND EX. SANITARY SEWER MAIN. CONTRACTOR TO MAINTAIN MIN. OF AT LEAST 1 FOOT VERTICAL SEPARATION BETWEEN EXISTING UTILITIES AND PROPOSED WATER MAIN. NOTE: NATURAL GAS LINE CROSSING WATER LINE STA:0+22.12 NOTE: CONTRACTOR TO FIELD LOCATE EX. GAS LINE AND EX. SANITARY SEWER MAIN. CONTRACTOR TO MAINTAIN MIN. OF AT LEAST 1 FOOT VERTICAL SEPARATION BETWEEN EXISTING UTILITIES AND PROPOSED WATER MAIN PROPOSED 1-6" G.V. W/ VALVE BOX STA:1+00.00 PROPOSED 101' of 6" RESTRAINED DI FIRE WATER MAIN, PROPOSED LINE IS TO BE INSTALLED ONLY AFTER CONSTRUCTION OF PROPOSED CULVERT IS COMPLETED. PROPOSED 1 CONC. ANCHOR BLOCK STA:1+01.00 NOTE: 1. ALL PROPOSED WATER MAIN TO HAVE RESTRAINED JOINTS. 2. PROPOSED WATER LINE LENGTH IS APPROXIMATE, ACTUAL LENGTH AND LOCATION TO BE DETERMINED IN THE FIELD. 3. ALL EXISTING SERVICE CONNECTION TO REMAIN IN SERVICE AND TO BE PROTECTED DURING CONSTRUCTION. CONTRACTOR SHALL LOCATE AND MAKE PROVISIONS IN ACCORDANCE CITY OF CONCORD STANDARDS FOR PROTECTION. PROP. 1-F.H. ASSEMBLY 1-6" G.V. 1-6"x6" TEE STA:0+07.00 PROPOSED 1-22 1 2° BEND STA:0+50.80 REMOVE EXISTING F.H. ASSEMBLY REMOVE EXISTING GATE VALVE REMOVE 100' OF EXISTING 6" FIRE WATER MAIN 1.800.331.0008 1.800.252.1133 704.920.3000 704.920.5555 704.920.5555 704.392.8610 1.800.232.0144 1.800.769.3766 704.986.3700 Stanly Co Comm 1.800.632.4949 1.800.453.2530 N/A 1.800.752.7504 1.800.510.5678 1.877.776.2427 1.888.723.8010 704.378.2626 Option 5, 2, 1 1.800.922.6840 1.800.632.4949 NC One Call 704.788.4164 RRWWTP 1.800.800.6609 NOTE WATER LINE CROSSING SAN. SEWER LINE WATER LINE INV ELEV: 624.00 SAN. SEWER INV ELEV: 615.34 STA:0+31.00, OFF 5.20'R NOTE: CONTRACTOR TO FIELD LOCATE EX. GAS LINE AND EX. SANITARY SEWER MAIN. CONTRACTOR TO MAINTAIN MIN. OF AT LEAST 1 FOOT VERTICAL SEPARATION BETWEEN EXISTING UTILITIES AND PROPOSED WATER MAIN. PROPOSED 1-4" G.V. W/ VALVE BOX STA:0+01.00, OFF:6.30'R PROPOSED 1 CONC. ANCHOR BLOCK STA:0+00.00, OFF:6.40'R PROPOSED 1-4" G.V. W/ VALVE BOX STA:1+00.00, OFF:3.45'R PROPOSED 1 CONC. ANCHOR BLOCK STA:1+01.00, OFF:3.55'R PROPOSED 1-22 1 2° BEND STA:0+51.00, OFF:4.20'R NOTE: NATURAL GAS LINE CROSSING WATER LINE STA:0+22.00, OFF:5.80'R NOTE: CONTRACTOR TO FIELD LOCATE EX. GAS LINE AND EX. SANITARY SEWER MAIN. CONTRACTOR TO MAINTAIN MIN. OF AT LEAST 1 FOOT VERTICAL SEPARATION BETWEEN EXISTING UTILITIES AND PROPOSED WATER MAIN PROPOSED 101' of 4" RESTRAINED DI WATER MAIN, PROPOSED LINE IS TO BE INSTALLED ONLY AFTER CONSTRUCTION OF PROPOSED CULVERT IS COMPLETED. SIZE TO BE VERIFIED PRIOR TO INSTALLATION. CONTRACTOR TO MAKE ARRANGEMENTS WITH "CAROLINA WATER SERVICE OF NC" FOR WATERLINE REPLACEMENT. REMOVE 100' OF EXISTING 4" PRIVTE WATER MAIN Engineer's Seal Surveyor's Seal PREPARED BY ENGINEERING DEPARTMENT CITY OF CONCORD P.O. BOX 308 CONCORD N.C. 28026 (704) 920-5425 CHADBOURNE AVECULVERT REPLACEMENTEROSION CONTROL DETAILSPROJECT # : 2017-02612. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AN EROSION AND SEDIMENTATION PERMIT FROM THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES FOR ANY NEW OFF-SITE BORROW AREA. ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM AN APPROVED EROSION CONTROL PLAN SITE, A SITE REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT. DEBRIS FROM DEMOLITION ACTIVITIES SHOULD BE DISPOSED OF AT AN APPROVED FACILITY. ” · · · · · · · SOIL STABILIZATION TIME FRAMES · · · STEEL POST FRONT VIEWSIDE VIEW2'-0"3'-0"VARIABLE AS DIRECTED BY THE ENGINEER 10' MAX. GRADE ORANGE, UV RESISTANT HIGH - TENSILE STRENGTH POLY BARRICADE FABRIC (TYPICAL) ORANGE, UV RESISTANT HIGH - TENSILE STRENGTH POLY BARRICADE FABRIC (TYPICAL) PLASTIC OR WIRE TIES Engineer's Seal Surveyor's Seal PREPARED BY ENGINEERING DEPARTMENT CITY OF CONCORD P.O. BOX 308 CONCORD N.C. 28026 (704) 920-5425 CHADBOURNE AVE CULVERT REPLACEMENTCULVERT & PEDESTRIAN SAFETY RAILSTANDARD DETAILSPROJECT # : 2017-026NOTES: 1.CONSTRUCT PROPOSED STEEL PIPE RAIL OF 2” DIAMETER SCHEDULE 40 PLAIN END GALVANIZED STEEL PIPE MEETING THE REQUIREMENTS OF ASTM A53. 2. REPAIR GALVANIZING IN ACCORDANCE WITH SECTION 1076 OF THE NCDOT STANDARD SPECIFICATIONS. 3. WHEN PAINTING IS REQUIRED IN THE PLANS, SMOOTH, CLEAN AND PREPARE GALVANIZED SURFACES IN ACCORDANCE WITH SECTION 1080 AND THE ASTM D6386 STANDARD. 4. WELD IN ACCORDANCE WITH ARTICLE 1072-18 OF THE STANDARD. 5. VERTICAL POSTS TO BE EVENLY SPACED. 6. CONTRACTOR SHALL HAVE SAFETY RAIL CONNECTIONS DESIGNED, DETAILED AND SPECIFIED BY THE HEADWALLS/WINGWALLS MANUFACTURER OR MANUFACTURER'S REPRESENTATIVE LICENSED IN THE STATE OF NORTH CAROLINA. DESIGN MUST MEET LOADING REQUIREMENTS IN OSHA STANDARD 1910.29(B)(3) AND 1910.29(B)(5). CONTRACTOR SHALL SUBMIT FINAL DESIGN AND CALCULATIONS TO THE CITY OF CONCORD FOR APPROVAL. PEDESTRIAN SAFETY RAIL Engineer's Seal PREPARED BY ENGINEERING DEPARTMENT CITY OF CONCORD P.O. BOX 308 CONCORD N.C. 28026 (704) 920-5425 Surveyor's Seal CHADBOURNE AVECULVERT REPLACEMENTSTANDARD SANITARY SEWER DETAILSPROJECT # : 2017-026INSIDE DROP MANHOLE WITH DROP BOWL PRECAST CONCRETE MANHOLE SANITARY SEWER LATERAL INSTALLATION ON PROPOSED SEWER MAINREPLACEMENT UTILITY CUT Engineer's Seal Surveyor's Seal PREPARED BY ENGINEERING DEPARTMENT CITY OF CONCORD P.O. BOX 308 CONCORD N.C. 28026 (704) 920-5425 CHADBOURNE AVECULVERT REPLACEMENTSTANDARD WATER DETAILSPROJECT # : 2017-026TYPICAL ANCHOR BLOCK TEMPORARY JUMPER CONNECTION TYPICAL THRUST BLOCK TYPICAL VALVE BOX Engineer's Seal CHADBOURNE CULVERT REPLACEMENT TRAFFIC CONTROL PLAN PROJECT # : 2017-026 PREPARED BYENGINEERING DEPARTMENTCITY OF CONCORDP.O. BOX 308CONCORD N.C. 28026(704) 920-5425Surveyor's SealTRAFFIC CONTROL NOTES1. THE CONTRACTOR SHALL MAINTAIN THE TRAFFIC CONTROL ASDESCRIBED HEREIN UNLESS THE CONTRACTOR SUBMITS ANALTERNATE TRAFFIC CONTROL PLAN TO THE CITY OF CONCORDENGINEER OR THEIR DESIGNEE MAY DIRECT THE CONTRACTOR TOMODIFY TRAFFIC CONTROL IF, IN THE ENGINEER'S OPINION, TRAFFICIS NOT MOVING SAFELY OR EFFICIENTLY.2. THE CONTRACTOR WILL BE REQUIRED TO MAINTAIN INGRESS ANDEGRESS TO ALL BUSINESSES AND DWELLINGS, AND EASY ACCESS TOFIRE HYDRANTS.3. POSITION WING BARRICADES ON SHOULDERS AND SLOPE THESTRIPES DOWNWARD IN THE DIRECTION TOWARD WHICH TRAFFICMUST TURN IN DETOURING.LEGENDCLOSEDDETOURCONESDETOUR FOR NORTH & SOUTH BOUNDROAD CLOSED R11-2 + ROADCLOSEDROAD CLOSEDTOTHRU TRAFFICR11-460"x30"TYPE III WINGBARRICADE48"x30"48"x30"TYPE III BARRICADE R11-2 + TYPE IIIBARRICADEROADCLOSEDAHEAD30"x30"ROADCLOSEDAHEAD30"x30"ROAD CLOSEDTOTHRU TRAFFICR11-460"x30"TYPE III WINGBARRICADEEngineer's Seal