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OR 2005-1098 repealing 92-554AN ORDINANCE OF THE CITY OF COPPELL, TEXAS ORDINANCE NO.2005-1098 AN ORDINANCE OF THE CITY OF COPPELL, TEXAS AMENDING THE CODE OF ORDINANCES BY REPEALING ORDINANCE NO. 92554 AND BY REPEALING ARTICLE 15-12, STANDARD CONSTRUCTION DETAILS, AND BY REPLACING WITH A NEW ARTICLE 15-12 TO ADOPT THE 2005 STANDARD CONSTRUCTION DETAILS AS THE CITY OF COPPELL STANDARD CONSTRUCTION DETAILS; PROVIDING FOR INFRASTRUCTURE CONSTRUCTION AND IMPROVEMENTS; PROVIDING FOR EROSION CONTROL; PROVIDING FOR PAVEMENT SYSTEMS; PROVIDING FOR GENERAL UNDERGROUND CONDUIT; PROVIDING FOR WATER DISTRIBUTION; PROVIDING FOR SANITARY SEWER; PROVIDING FOR STORM DRAIN; PROVIDING A SEVERABILITY CLAUSE; PROVIDING A REPEALING CLAUSE; PROVIDING A SAVINGS CLAUSE; PROVIDING A PENALTY FOR VIOLATION OF THIS ORDINANCE NOT TO EXCEED THE SUM OF FIVE HUNDRED DOLLARS ($500.00); AND PROVIDING AN EFFECTIVE DATE. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COPPELL, TEXAS: SECTION 1. That Ordinance No. 92554 be, and the same is, hereby repealed in its entirety. SECTION 2. That the Code of Ordinances of the City of Coppell, Texas be and the same is, hereby amended by repealing Article 15-12, Standard Construction Details, and by replacing with a new Article 15-12, Standard Construction Details Code, to adopt the 2005 Standard Construction Details Code, which shall read as follows: "ARTICLE 15-12. STANDARD CONSTRUCTION DETAILS CODE Sec. 15-12-1. Coppell Standard Construction Details Code Adopted There is hereby adopted the 2005 Standard Construction Details Code, which is attached hereto and incorporated herein as Exhibit "A" and made a part hereof for all purposes, the same as if fully copied in full herein. Sec. 15-4-2. The Coppell Standard Construction Details Code of the City of Coppell adopted by this Ordinance, and as may hereafter be amended, shall be maintained in the office of the city secretary as a separate code apart from this General Code." SECTION 3. That all provisions of the Code of Ordinances of the City of Coppell, Texas, in conflict with the provisions of this ordinance be, and the same are hereby, repealed, and all other provisions not in conflict with the provisions of this ordinance shall remain in full force and effect. SECTION 4. That any person, firm or corporation violating any of the provisions of this ordinance or the Code of Ordinances as amended hereby, shall be guilty of a misdemeanor and upon conviction in the Municipal Court of the City of Coppell, Texas, shall be subject to a fine not to exceed the sum of Five Hundred Dollars ($500.00) for each offense and each and every day such offense is continued shall constitute a new and separate offense. SECTION 5. That this ordinance shall become effective immediately from and after its passage and the publication of the caption, as the law and charter in such cases provide. DULY PASSED by the City Council of Coppell, Texas, this the of~, 2005. APPROVED AS TO FORM: ROBERT HAGER, CITY t~TTORNEY (REH/cdb [Revised] 5/I 1/05) day ATTEST: PAGE 3 74082 DALLAS /DENTON COUNTY, TEXAS COl'FELL 2005 STANDARD CONSTRUCTION DETAILS ADOPTED MAY 10, 2005 CITY OF COPPELL ORDINANCE # 2005-1098 GENERAL NOTES THESE STANDARD CONSTRUCTION DETAIL DRAWINGS ARE BASED ON THE STANDARD DRAWINGS PUBLISHED BY THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS (NCTCOG) IN 1996. IN ADDITION TO NUMEROUS LOCAL EXCEPTIONS, MANY DETAILS IN THIS SET ARE UNIQUE TO THE CITY OF COPPELL. THESE STANDARD CONSTRUCTION DETAIL DRAWINGS SUPERSEDE ALL PREVIOUS VERSIONS. THE CITY OF COPPELL RESERVES THE RIGHT TO UPDATE, MODIFY OR SUPERSEDE THESE STANDARD CONSTRUCTION DETAIL DRAWINGS WITHOUT NOTICE. THE CITY OF COPPELL RESERVES THE RIGHT TO REQUIRE METHODS AND MATERIALS CONTRADICTORY TO THOSE SHOWN IN THESE DETAILS ON A CASE BY CASE BASIS. THE CITY OF COPPELL HAS ADOPTED THE "Standard Specifications for Public Works Construction", 5RD EDITION, AS ITS BASIC CONSTRUCTION SPECIFICATIONS. THIS DOCUMENT IS AVAILABLE FOR PURCHASE FROM THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS (NCTCOG), 616 SIX FLAGS DR., SUITE 200, P.O. BOX 5888, ARLINGTON TEXAS 76005-5888, PH. 817/640-3300, nctcog.org. THE CITY OF COPPELL RESERVES THE RIGHT TO MAKE LOCAL EXCEPTIONS TO ANY STANDARD SPECIFICATION. WHERE THE STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS DO NOT ADDRESS A SPECIFIC ITEM ADEQUATELY, REFER TO THE APPROPRIATE STANDARDS PUBLISHED BY THE TEXAS DEPARTMENT OF TRANSPORTATION (TxDOT), THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (T.M.U.T.C.D.), TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (T.C.E.Q.), TEXAS POLLUTANT DISCHARGE ELIMINATION SYSTEM (T.P.D.E.S.) GENERAL PERMIT, AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (A.A.S.H.T.O.), ASTM International AND THE ENVIRONMENTAL PROTECTION AGENCY (E.P.A). LOCAL, STATE AND FEDERAL ORDINANCES WHICH REGULATE DEVELOPMENT IN THE CITY OF COPPELL ARE: a. CITY OF COPPELL SUBDIVISION ORDINANCE. b. CITY OF COPPELL FLOOD PLAIN ORDINANCE. c. CITY OF COPPELL IMPACT FEE ORDINANCE. d. CITY OF COPPELL EROSION CONTROL ORDINANCE. e. CITY OF COPPELL ZONING ORDINANCE. f. CITY OF COPPELL RIGHT-OF-WAY MANAGEMENT ORDINANCE. g. CITY OF COPPELL TREE ORDINANCE h. CITY OF COPPELL NOISE ORDINANCE i. TEXAS ACCESSIBILITY STANDARDS (T.A.S.) j. AMERICANS WITH DISABILITIES ACT (A.D.A.) COl'FEEL Division 1OOO 1010 1020 1030 1040 1050 1060 1070 1080 1090 1100 1110 1120 1130 1135 1140 1150 1160 Division 2000 2010 2O20 2025 2030 2035 2040 2050 2060 2070 2080 2090 2100 2110 2120 2130 2140 2150-1 DRIVEWAY APPROACH Type "A' TABLE OF CONTENTS EROSION & SEDIMENT CONTROL STRAW BALE DIKE SILT FENCE INTERCEPTOR SWALE DIVERSION DIKE TRIANGULAR SEDIMENT FILTER DIKE ROCK BERM STABILIZED CONSTRUCTION ENTRANCE SANDBAG BERM STONE OUTLET SEDIMENT TRAP SEDIMENT BASIN PIPE SLOPE DRAIN INLET PROTECTION Grate Inlet Filter Barrier INLET PROTECTION Block and Gravel INLET PROTECTION Wattle Filter INLET PROTECTION Wire Mesh and Gravel INLET PROTECTION Excavated Impoundment EROSION CONTROL MATTING PAVEMENT SYSTEMS REINFORCED CONCRETE PAVEMENT Six-Lane Divided Thoroughfare REINFORCED CONCRETE PAVEMENT Four-Lane Divided Thoroughfare REINFORCED CONCRETE PAVEMENT Dedicoted Left Turn Lane REINFORCED CONCRETE PAVEMENT 2- & 4-Lane Undivided Thoroughfare REINFORCED CONCRETE PAVEMENT 28' B-B Residential Street REINFORCED CONCRETE PAVEMENT Alleys REINFORCED CONCRETE PAVEMENT Pavement doints REINFORCED CONCRETE PAVEMENT Transverse doint Spacing REINFORCED CONCRETE PAVEMENT Street Heoders REINFORCED CONCRETE PAVEMENT Bridge Approach Slab NOT USED NOT USED HOT MIX ASPHALTIC CONCRETE PAVEMENT Two-Lane Undivided Thoroughfare CONCRETE CURB AND GUTTER Integral and Separate MEDIAN ISLAND PAVEMENT Left Turn Lane with Sloped Nose MEDIAN ISLAND PAVEMENT Median Island with Sloped Nose Division 2000 PAVEMENT SYSTEMS Continued... 2150-2 DRIVEWAY APPROACH Type "A" 2155-1 DRIVEWAY APPROACH Type "B" 2155-2 DRIVEWAY APPROACH Type "B" 2160-1 ALLEY APPROACH Radius Return Type 2160-2 ALLEY APPROACH Radius Return Type 2165-1 ALLEY APPROACH REPLACEMENT Flared Type 2165-2 ALLEY APPROACH REPLACEMENT Flared Type 2170 REINFORCED CONCRETE SIDEWALK doints and Spacing 2180 REINFORCED CONCRETE RETAINING WALL Integral with Sidewalk 2185-1 ACCESSIBLE ROUTES, RAMPS AND CROSSWALKS Collector Streets and Thoroughfares 2185-2 ACCESSIBLE ROUTES, RAMPS AND CROSSWALKS Collector Streets and Thoroughfares 2185-3 ACCESSIBLE ROUTES, RAMPS AND CROSSWALKS Residentiol Streets 2185-4 ACCESSIBLE ROUTES, RAMPS AND CROSSWALKS Residentiol Streets 2190 COMMERCIAL DRIVEWAY DECORATIVE PAVING Stamped Concrete / Concrete Paver Installation 2195 PAVEMENT SYSTEMS GENERAL NOTES 2200 SUBDRAINS Pavement Subgrade 2210 ALLEY GEOMETRICS Type "A" and Type "B" 2220 ALLEY GEOMETRICS Type "C" and Type "D" 2250 ALLEY GEOMETRICS Type "E" and Type "F" 2240 ALLEY GEOMETRICS Type "G" and Type "H" 2250 ALLEY GEOMETRICS Type "d" 2260 ALLEY INTERSECTION Proposed to Existing 2270 GUARD RAIL AND BARRICADING NOTE 2280 TRAFFIC CONTROL NOTE 2290 FIRE LANE AND PARKING LOT Reinforced Concrete 2300 FIRE LANE AND PARKING LOT Hot Mix Asphaltic Concrete 2310 FIRE LANE AND PARKING LOT Type "A" and Type "B" Turnaround 2520 FIRE LANE AND PARKING LOT Fire Lane Marking 2550 BOLLARD AND SIGN FOUNDATION 2540 PAVEMENT SYSTEMS TESTING REQUIREMENTS TABLE OF CONTENTS Division 3000 3010 3020 3030 3040 3050 3060 3070 3080 3090 3095 3100 GENERAL UNDERGROUND CONDUIT EMBEDMENT Class "A" and "A-I" EMBEDMENT Storm Drain EMBEDMENT Water Main NOT USED EMBEDMENT Sanitary Sewer EMBEDMENT Class "G" and "G-I" PAVEMENT CUTS Removal and Replacement NOT USED ENCASEMENT Roadway Crossing Bore GENERAL UNDERGROUND CONDUIT Irrigation Sleeving and Electrical Conduit GENERAL UNDERGROUND CONDUIT General Notes and Testing Division 4000 WATER DISTRIBUTION COFFELL 4010-1 HORIZONTAL THRUST BLOCK At Pipe Bend 4010-2 HORIZONTAL THRUST BLOCK At Pipe Bend 4020 HORIZONTAL THRUST BLOCK A__t Tees and Plugs 4030 VERTICAL THRUST BLOCK A__t Pipe Bend 4040 THRUST BLOCK General Notes 4050 GATE VALVE 4" TO 12" Installation 4060-1 VAULT CONSTRUCTION Horizontal Gate Valve 16" and Larger 4060-2 VAULT CONSTRUCTION Horizontal Gate Valve 16" and Larger 4070-1 VAULT CONSTRUCTION Vertical Gate Valve 16" and Larger 4070-2 VAULT CONSTRUCTION Vertical Gate Valve 16" and Larger 4080 NOT USED Division 4000 WATER DISTRIBUTION Continued... 4090 AIR RELEASE VALVE Type "1" 4100-1 AIR RELEASE VALVE Type "2" 4100-2 AIR RELEASE VALVE Type "2" 4110 BLOW-OFF VALVE Type "1" 4120 FIRE HYDRANT Installation 4150 METER SETTING 3/4" Meter- Bomestic 4155 METER SETTING 3/4" Meter- Irrigation 41 40 METER SETTING 1" Meter - Bomestic 41 45 METER SETTING 1" Meter - Irrigation 4150 METER SETTING 1-1/2" or 2" Meter - Domestic 4155 METER SETTING 1-1/2" or 2" Meter - Irrigation 4160 DETECTOR CHECK VALVE INSTALLATION 3" to 6" Service 4165 DETECTOR CHECK VALVE INSTALLATION 8" to 12" Service 4170 FIRE DEPARTMENT CONNECTION (F.D.C.) Located Outside Paving 4175 FIRE DEPARTMENT CONNECTION (F.D.C.) Located Inside Paving 4180 BUILDING FIRE SPRINKLER SYSTEM Connection to Private Water Main 4190 DETECTOR CHECK VAULT Pre-Cast Construction 4195 DETECTOR CHECK VAULT Cast-In-Place Construction 4200 WATER MAIN ADJUSTMENT at Storm Drain Crossing 4210 WATER MAIN ADJUSTMENT at Sanitary Sewer Crossing 4220 VALVE LOCATION AND IDENTIFICATION Curb Lettering and Color Coding 4230 WATER DISTRIBUTION Testing Requirements TABLE OF CONTENTS Division 5000 5010 5020 5030 5040 5050 5060 5070 5080 5090 5100 5110 5120 5130 5140 5150 5160 5170 5180 SANITARY SEWER SANITARY SEWER Main Tie-in at Cleanout or Stubout SANITARY SEWER Manhole: Pre-Cast SANITARY SEWER Manhole: Cast-in-Place NOT USED SANITARY SEWER Manhole: Pressure Type SANITARY SEWER Manhole: Vented Type SANITARY SEWER Manhole: Outside Drop Connection SANITARY SEWER Manhole: Inside Drop Connection SANITARY SEWER Manhole: Line Intersection SANITARY SEWER Manhole: False Bottom SANITARY SEWER Cleanout SANITARY SEWER Standard Service Connection SANITARY SEWER Deep Service Connection SANITARY SEWER Lateral Replacement Prior to Paving SANITARY SEWER Manhole Abandonment In and Out of Paving SANITARY SEWER Aerial Crossing MANHOLE AND CLEANOUT LOCATION AND IDENTIFICATION Curb Lettering and Color Coding SANITARY SEWER General Notes and Testing Division 6000 STORM DRAIN 6010 STORM DRAIN Manhole 4', 5', or 6' Square 6020-1 STORM DRAIN Curb Inlet: 5', 10', 15' or 20' Opening 6020-2 STORM DRAIN Curb Inlet: 5', 10', 15' or 20' Opening 6020-3 STORM DRAIN Curb Inlet: Rebar, Manhole Frame and Cover 6020-4 STORM DRAIN Curb Inlet: Bill of Reinforcing Steel 6020-5 STORM DRAIN Curb Inlet: Summary of Quantities 6030-1 STORM DRAIN Recessed Curb Inlet: 6030-2 STORM DRAIN Recessed Curb Inlet: 60.50-3 STORM DRAIN Recessed Curb Inlet: 60.50-4 STORM DRAIN Recessed Curb Inlet: 6040 STORM DRAIN Drop Inlet 6050 STORM DRAIN Grate Inlet 6060 STORM DRAIN Full Channel Lining 6070 STORM DRAIN Vertical Headwall 6080 STORM DRAIN Sloping Headwall 6090 STORM DRAIN General Notes and Testing 5', 10', 15' or 20' 5', 10', 15' or 20' Throat and Manhole Cover General Notes COFFELL FLOW ~ /~ BALE BINDINGS ARE ~ ,,~,~~,,~ NOT TO BE BURIED F4"AcVEERTICAL NOTES: ~!~ 1. STRAW BALE DIKE IS NOT A PREFERRED METHOD OF SEDIMENT CONTROL, AND IS TO USED ONLY WHEN EVALUATED AND EMBEDDING DETAIL APPROVED ON A CASE BY CASE BASIS. N.T.S. 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF FOUR INCHES. 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY 2" X 2" WOOD STAKES DRIVEN THROUGH THE BALES. THE FIRST STAKE IN EACH BALE SHALL BE ANGLED TOWARD THE PREVIOUSLY LAID BALE TO FORCE THE BALES TOGETHER. TWO WOOD STAKES PER BALE (STAKES 6" MIN. IN 4-. INSPECTION SHALL BE MADE EVERY TWO WEEKS AND GROUND) AFTER EACH 1/2" RAINFALL EVENT. REPAIR OR REPLACEMENT ANGLE FIRST WOOD STAKE ~% SHALL BE MADE PROMPTLY AS NEEDED BY THE CONTRACTOR. TOWARD PREVIOUSLY ~ ~ 5. WHEN SILT REACHES A DEPTH OF 6 INCHES, IT SHALL BE LAID BALE ~ ~ ~. REMOVED AND DISPOSED OF IN AN APPROVED MANNER. 6. AFTER THE DISTURBED AREAS OF THE SITE ARE~""- F/~,..--"'"',~~~~"~lr ~~ COMPLETELY STABILIZED, THE BALES SHALL BE REMOVED AND DISPOSED OF AT AN APPROVED SPOIL DISPOSAL SITE. ~ ~=.~%= 7. STRAW BALE DIKE SHALL CONFORM TO T.P.D.E.S. AND T.C.E.Q· REQUIREMENTS. · WIRE OR NYLON BOUND BALES PLACED ON THE CONTOUR ANCHORING DETAIL N.T.S. DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. .......... STANDARD CONSTRUCTION DETAILS STD. SPEC· REFERENCE A NOTE 7. S,,,L ,OV. '0,, COFFELL EROSION AND SEDIMENTATION CONTROL '~'' ~'-- :¢ :' '~ )~: ''' r ~' STRAW BALE DIKE STANDARD DETAIL ' "-,,'" 1010 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS NOTES: 1. STEEL POSTS WITH SAFETY CAP WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE. POST MUST BE EMBEDDED A MINIMUM OF ONE FOOT. 2. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE OR MECHANICAL TRENCHER, SO THAT THE SILT FENCE ~ "/-Z STEEL FENCE POST WITH SAFETY CAP DOWNSLOPE FACE OF THE TRENCH IS FLAT AND ~.c~ PERPENDICULAR TO THE LINE OF FLOW. WHERE FENCE CANNOT (MIN. HEIGHT --,/~, . MAX. 6' SPACING BE TRENCHED IN (e.g. PAVEMENT), WEIGHT FABRIC FLAP WITH 24-" ABOVE ~-~ , ,L.~,,, ./_/ MIN. EMBEDMENT = 1' ROCK ON UPHILL SIDE TO PREVENT FLOW FROM SEEPING UNDER EXIST. GROUND) FEN CE.Z/~ ~ ' ,/--~ '~¢."~!;i~L~ ~ WIRE MESH _'] iC~];~./~'/'~]/~ /~ 4x4-W1.4xWl.4BACKING SUPPORT 3. THE TRENCH MUST BE A MINIMUM OF 6 INCHES DEEP AND COMPACTED EARTH MINIMUM 6 INCHES WIDE TO ALLOW FOR THE SILT FENCE FABRIC TO BE OR ROCK BACKFILL LAID IN THE GROUND AND BACKFILLED WITH COMPACTED ALLOWABLE, TYP. CHAIN MATERIAL..~i~L' ,--~ ~. i ~->-. INK FENCE FABRIC ISAccEPTABLE 4. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEEL SUPPORT POST OR TO WOVEN WIRE, WHICH IN TURN IS ATTACHED TO THE STEEL FENCE POST. THERE SHALL BE A 5 MEET.FOOT OVERLAP, SECURELY FASTENED WHERE ENDS OF FABRIC i MIN. 5. CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS BLAND AFTER EACH 1/2" RAINFALL. REPAIR OR REPLACEMENT SHALLMADE PROMPTLY AS NEEDED.~__ 6. SILT FENCE SHALL BE REMOVED WHEN THE SITE IS STORM COMPLETELY FLOW STABILIZED OR DRAINAGE. SO AS NOT TO BLOCK OR IMPEDE 7. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES TRENCH FABRIC TOE IN A DEPTH OF HALF THE HEIGHT OF THE FENCE. THE SILT 6" SHALL BE DISPOSED OF AT AN APPROVED SITE AND IN SUCH A MANNER AS TO NOT CONTRIBUTE TO ADDITIONAL SILTATION. ~ 8. SILT FENCING SHALL CONFORM TO T.P.D.E.S. AND T.C.E.Q. ISOMETRIC PLAN VIEW REQUIREMENTS. N.T.S. NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. ¢ ~ ? ,, , ~ , STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE EROSION AND SEDIMENTATION CONTROL 3. 12. A ADD NOTE ~. SWL NOV. 'O4 '" SILT FENCE STANDARD DETAIL ADD "WITH SAFETY CAP". SWL "UN. ' .....'4020 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS CROSS SECTION FLOW / NOTES: 1. ALL TREES, BRUSH, STUMPS, OBSTRUCTIONS AND OTHER ~/~ /~ /~ /~ /~ /~ /~ /~ /~ MATERIAL SHALL BE REMOVED AND DISPOSED OF SO AS NOT TO INTERFERE WITH THE PROPER FUNCTIONING OF THE SWALE. ~ 2. THE SWALE SHALL BE EXCAVATED OR SHAPED TO LINE, GRADE AND CROSS-SECTION AS REQUIRED TO MEET CRITERIA SPECIFIED HEREIN AND BE FREE OF BANK PROdECTIONS OR OTHER IRREGULARITIES WHICH WILL IMPEDE NORMAL FLOW. 5. ALL EARTH REMOVED AND NOT NEEDED IN CONSTRUCTION SHALL BE DiSPOSeD OF IN AN APPROVED SPOILS SITE SO PLAN VIEW THAT IT WILL NOT INTERFERE WITH THE FUNCTIONING OF THE SWALE. N.T.S. 4. DIVERTED RUNOFF FROM A DISTURBED OR EXPOSED UPLAND AREA SHALL BE CONVEYED TO A SEDIMENT TRAPPING DEVICE. 5. THE ON-SITE LOCATION MAY NEED TO BE ADdUSTED TO ~**~ 5/4" MIN. STONE STABILIZATION CHANNEL WIDTH MEET FIELD CONDITIONS IN ORDER TO UTILIZE THE MOST MIN. 5" THICKNESS (PER PLANS) SUITABLE OUTLET. OR EROSION CONTROL MAT 6. STABILIZATION IS REQUIRED WHEN VELOCITIES EXCEED 6 IS REQUIRED WHEN VELOCITIES FEET PER SECOND OR WHEN GRADES EXCEED 2.0%. EXCEED 6 FPS OR SLOPE~ 5:1 SLOPE OR STABILIZATION SHALL BE 3/4" MIN. CRUSHED STONE PLACED IN A LAYER EXCEEDS 2.0% ~ FLATTER ~ ~ OF AT LEAST 3 INCHES THICKNESS OR HIGH VELOCITY EROSION CONTROL MAT INVEGETATION MAY BE USED FOR _ \ ~ Xk-%~~ VELOCITIES LESS THAN 6 FEET PER SECOND.~, ~ ~~/~ ~ 7. MINIMUM COMPACTION FOR THE SWALE SHALL BE 90 u.u :~ ~/,/~'~_/_/_/_/_/_/_/_/_~¢,~,%~ PERCENT STANDARD PROCTOR DENSITY. '.~ ,' 1.MAX. ~:~~/~x- ,\x. ,~i~ ~ ~8. SWALE SHALL CONFORM TO T.P.D.E.S. AND T.C.E.Q. ~ ~,~* ~,*~ REQU IR EM EN TS. ~ -~,~,~ ~ ~ ,x ~,~',/~,,~ ,~%~~,x; ,x~ ~,~ ~/~ ~-- DESIGN WATER ~ SURFACE ELEVATION CROSS SECTION N.T.S. NOTE: STANDARDS ARE ADOPTED FROM THE NCTO6 STANDARD DRAWINGS DATED NOV, '96, WITH LOCAL EXCEPTIONS, ¢ ~ ? ,.. ~ ~ STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE EROSION AND SEDIMENTATION CONTROL 3. 12. & ADD NOTE ~. SWL NOV. '0~ ~U'rrEbL ~"~', ~'~*', '" INTERCEPTOR SWALE STANDARD DETAIL M,,.". SWL UN. ' ..... 030 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS RUNOFF FLOW POSITIVE DRAINAGE 1. ALL DIKES SHALL BE PLACED IN 8" LIFTS OR LESS AND COMPACTED TO 95% STANDARD PROCTOR DENSITY. 2. ALL DIVERSION DIKES SHALL HAVE POSITIVE CROSS-SECTION DRAINAGE TO A CONTROLLED OUTLET. PLAN VIEW 3. DIVERTED RUNOFF FROM A PROTECTED OR STABILIZED N.T.S. AREA SHALL ITS OUTLET FLOW DIRECTED TO AN UNDISTURBED STABILIZED AREA OR INTO A LEVEL SPREADER OR GRADE STABILIZATION STRUCTURE. 4. DIVERTED RUNOFF FROM A DISTURBED OR EXPOSED AREA SHALL BE CONVEYED TO SEDIMENT TRAP SUCH AS A ROCK BERM, TEMPORARY SEDIMENT TRAP OR SEDIMENT BASIN OR TO AN AREA PROTECTED BY ANY OF THESE /~ DIKE TO BE PLACED MEASURES. 3:1 SLOPE 24" MIN. / IN 8" LIFTS, COMPACTED OR FLATTER -- ,~ 4' ~ TO 95% STD. PROCTOR 5. STABILIZATION IS REQUIRED WHEN VELOCITIES EXCEED ~ / ~ DENSiTY 6 FEET PER SECOND OR WHEN GRADES EXCEED 2.0%. STABILIZATION SHALL BE CRUSHED STONE PLACED IN A% Ax__ /~~ FL~OW LAYER OF AT LEAST 3 INCHES THICKNESS OR HIGH / %/ VELOCITY EROSION CONTROL MATTING. VEGETATION MAY / BE USED FOR VELOCITIES LESS THAN 6 FEET PER 18" MIN. I 8 SECOND. 6. CONTRACTOR SHALL INSPECT DIVERSION DIKE EVERY TWO WEEKS AND AFTER EACH 1/2" RAINFALL. REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. _ 7. DIVERSION DIKE SHALL CONFORM TO T.P.B.E.S. AND T.C.E.Q. REQUIREMENTS. 3" THICK LAYER OF CRUSHED STONE OR EXISTING GROUND HIGH VELOCITY EROSION CONTROL MATTING CROSS SECTION N.T.S. NOTE: STANDARDS ARE ADOPTED FROM THE NCT06 STANDARD DRAWINGS BATED NOV. '96, WITH LOCAL EXCEPTIONS. ¢ ~ ?, . ~ ~ STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE EROSION AND SEDIMENTATION CONTROL 3. 12. & AO0,0TE ,. SWL ,OV. '04 bU'rrEbb ,.-o., ,.~,., '" DIVERSION DIKE STANDARD DETAIL M,,.'. ,WL '04 ' ..... 040 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS (~ FLOW (~ FLOW (~) ,, OPEN IN 4?' 8" 8' 18" ~ ~ 18 GRADED 18" 18" 1. DIKES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY I I I ABUTTING THE ADJACENT DIKE. J'6" ~ 2. THE FABRIC COVER AND SKIRT SHALL BE A CONTINUOUS ' __ __ __ __ 18" ~ EXTENSION OF THE FABRIC ON THE UPSTREAM FACE, AND FABRIC I ~ 18" 12" SHALL BE OVERLAPPED A MINIMUM OF 12". 3. THE SKIRT SHALL BE WEIGHTED WITH A CONTINUOUS LAYER 6" OF TYPE 'A' RIP RAP, OR TOED-IN 6" WITH MECHANICALLY COMPACTED MATERIAL. OTHERWISE, THE ENTIRE STRUCTURE ~ SHALL BE TRENCHED TO A DEPTH OF 4 INCHES. 18" 4-. DIKES AND SKIRT SHALL BE SECURELY ANCHORED IN PLACE USING 6-INCH WIRE STAPLES ON 2-FOOT CENTERS ON BOTH CROSS SECTION OF INSTALLATION OPTIONS EDGES AND SKIRTS. N.T.S. 5. FILTER MATERIAL SHALL BE LAPPED OVER ENDS 6" TO COVER DIKE TO DIKE JOINTS. JOINTS SHALL BE FASTENED WITH 1. TOE-IN 6" MIN. GALVANIZED SHOAT RINGS. 2. WEIGHTED W/ 5" - 5" OPEN GRADED ROCK 5. TRENCHED IN 4-" 6. THE DIKE STRUCTURE SHALL BE 6 GA. 6" X 6" WIRE MESH, 18" ON A SIDE. 7. CONTRACTOR SHALL INSPECT FILTER DIKE EVERY TWO WEEKS 6"x6" WELDED ~~ GEOTEXTILE BEANDMADEAFTERpRoMPTLyEACH 1/2"AS RAINFALL.NEEDED. REPAIR OR REPLACEMENT SHALL WIREsTRUCTuREMESH __.¢.¢¢¢¢¢"~~~ FABRIC 8. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES APPROXIMATELY ONE-HALF THE HEIGHT OF THE DIKE, AND DISPOSED OF IN A MANNER WHICH WILL NOT CAUSE ADDITIONAL SILTATION. 9. AFTER THE DISTURBED AREAS OF THE SITE ARE COMPLETELY STABILIZED, THE DIKES AND ANY REMAINING SILT SHALL BE REMOVED. SILT SHALL BE DISPOSED OF AS INDICATED IN NO. 8 ABOVE. 6"xl "x6" ANCHORS 10. FILTER DIKE SHALL CONFORM TO T.P.D.E.S. AND T.C.E.Q. REQUIREMENTS. EVERY TWO FEET (WHEN INSTALLED USING OPEN GRADED ROCK ONLY) ISOMETRIC PLAN VIEW N.T.S. NOTE: STANDARDS ARE ADOPTED FROM THE NCT06 STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. ¢ ~ ? ,, , ~ ~ STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO, FFE[,L EROSION AND SEDIMENTATION CONTROL 2.23., 2.24., 3.12. '" TRIANGULAR SEDIMENT FILTER DIKE STANDARD DETAIL ADD,OTE 10. SWL ,OV. '0,' ' ..... 050 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS i ~ /-- WOVEN WIRE SHEATHING FLOW lU iMII~' .~F~~'~ )~ [~ 3 TO 4 INCHES NOTES: ---:[iF ........ ~ 1. USE ONLY OPEN GRADED ROCK 4-8 INCHES IN DIAMETER FOR STREAM FLOW CONDITION. USE OPEN GRADED ROCK 5-5 INCHES IN DIAMETER FOR OTHER CONDiTiONS. CROSS SECTION 2. THE ROCK BERM SHALL BE SECURED WITH A WOVEN N.T.S. WIRE SHEATHING HAVING A MAXIMUM OPENING OF 1 INCH AND A MINIMUM WIRE SIZE OF 20 GAUGE AND SHALL BE BURIED IN A TRENCH APPROXIMATELY 5 TO 4 INCHES DEEP. .% THE ROCK BERM SHALL BE INSPECTED EVERY TWO WEEKS OR AFTER EACH 1/2" RAIN EVENT AND SHALL BE REPLACED WHEN THE STRUCTURE CEASES TO FUNCTION AS INTENDED DUE TO SILT ACCUMULATION AMONG THE ROCKS, WASHOUT, CONSTRUCTION TRAFFIC DAMAGE, ETC. WOVEN WIRE 4. WHEN SILT REACHES A DEPTH EQUAL TO ONE-THIRD OF fLow THE HEIGHT OF THE BERM OR ONE FOOT, WHICHEVER IS ~~~ LESS, THE SILT SHALL BE REMOVED AND DISPOSED OF PROPERLY. 5. WHEN THE SITE IS COMPLETELY STABILIZED, THE BERM . AND ACCUMULATED SILT SHALL BE REMOVED AND DISPOSED OF IN AN APPROVED MANNER. 6. ROCK BERM SHOULD BE USED AS CHECK DAMS FOR CONCENTRATED FLOW AND ARE NOT INTENDED FOR USE IN PERIMETER PROTECTION. 7. ROCK BERM SHALL CONFORM TO T.P.D.E.S. AND T.C.E.Q. REQUIREMENTS. ISOMETRIC PLAN VIEW N.T.S. NOTE: STANDARDS ARE ADOPTED FROM THE NCTO6 STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. ¢, ? ,.. ~ ~ STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO, FFELL EROSION AND SEDIMENTATION CONTROL 2.23., 2.24., 3.12. '" ROCK BERM STANDARD DETAIL ADD NOTE 7. SWL NOV. '0,' ' ..... 060 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS LENGTH AS SHOWN ON PLANS ~ mi,. GRADE TO PREVENT RUNOFF FILTER FABRIC NOTES: ~, ~ ,~ , , , , 1. STONE SHALL BE 5 TO 5 INCH DIAMETER CRUSHED ROCK OR ACCEPTABLE CRUSHED PORTLAND CEMENT CONCRETE. 2. LENGTH SHALL BE SHOWN ON PLANS, WITH A MINIMUM LENGTH OF 50 FEET FOR LOTS WHICH ARE LESS THAN 150 FEET I~:~'-'~l I I~::~_'::~l I I~::~:::~:l~ FROM EDGE OF PAVEMENT. THE MINIMUM DEPTH IN ALL OTHER CASES SHALL BE 50 FEET. 5. THE THICKNESS SHALL NOT BE LESS THAN 6 INCHES. EXISTING GRADE PAVED SURFACE~ 4. THE WIDTH SHALL BE NO LESS THAN THE FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS. 5. WHEN NECESSARY, VEHICLES SHALL BE CLEANED TO REMOVE PROFILE VIEW SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA N.T.S. STABILIZED WITH CRUSHED STONE WITH DRAINAGE FLOWING AWAY FROM BOTH THE STREET AND THE STABILIZED ENTRANCE. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE USING APPROVED METHODS. 6. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PAVED RADIUS SURFACES. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH = 5' MIN.~ ADDITIONAL STONE AS CONDITIONS DEMAND. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PAVED SURFACES MUST BE REMOVED IMMEDIATELY. LENGTH AS SHOWN ON PLANS 7. THE ENTRANCE MUST BE PROPERLY GRADED OR INCORPORATE ~. GRADE TO DRAIN AWAY FROM ~. A DRAINAGE SWALE TO PREVENT RUNOFF FROM LEAVING THE CONSTRUCTION SITE. /~*~,,~8. CONSTRUCTION ENTRANCE SHALL CONFORM TO T.P.D.E.S. AND T.C.E.Q. I REQUIREMENTS. I R.O.W. DRAINAGE MUST FLOW ~- AWAY FROM ENTRANCE ~-...~i i PLAN VIEW N.T.S. NOTE: STANDARDS ARE ADOPTED FROM THE NCTO6 STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. ¢, ? ,, , ~ ~ STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE COP?ELL EROSION AND SEDIMENTATION CONTROL 2.23., 2.24., 3.12. ~" STABILIZED CONSTRUCTION ENTRANCE STANDARD DETAIL ,,oo.o=,,. .ov..o,, ' "': ..... 1070 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS 16" MIN. FLOW ~ ~'1 ~/--4." p.v.c . PIPE r NOTES: 1. WHEN A SANDBAG IS FILLED WITH MATERIAL, THE OPEN END OF THE SANDBAG SHOULD BE STAPLED OR TIED WITH NYLON OR POLY CORD, 48" MIN. 2. SANDBAGS SHOULD BE STACKED IN AT LEAST THREE ROWS ABUTTING EACH OTHER, AND IN STAGGERED ARRANGEMENT. 3. THE BASE OF THE BERM SHOULD HAVE AT LEAST 5 SANDBAGS. THESE CAN BE REDUCED TO 2 AND 1 BAG IN THE SECOND AND THIRD ROWS RESPECTIVELY. CROSS SECTION 4. FOR EACH ADDITIONAL 6" OF HEIGHT, AN ADDITIONAL SANDBAG MUST BE ADDED TO EACH ROW WIDTH. N.T.S. 5. THE SANDBAG BERM SHALL BE INSPECTED AFTER EACH 1/2" RAIN EVENT AND SHALL BE RESHAPED OR REPLACED AS NEEDED DURING INSPECTION. REPAIRS SHALL BE MADE FOR WASHOUT, CONSTRUCTION TRAFFIC DAMAGE, ETC. 6. WHEN SILT REACHES A DEPTH EQUAL TO 6 INCHES 4" P.V.C . PIPE FOR DRAINAGE /-- WOVEN FABRIC SANDBAG FILLED W/ 24 MIN (THE HEIGHT OF ONE SANDBAG), THE SILT SHALL BE DEPENDING ON FIELD CONDITIONS " ' COARSE SAND- MIN. WEIGHT 40 LBS. REMOVED AND DISPOSED OF AT AN APPROVED SITE AND IN SUCH A MANNER AS TO NOT CREATE A SILTATION PROBLEM. 7. WHEN THE SITE IS COMPLETELY STABILIZED, THE BERM AND ACCUMULATED SEDIMENT SHALL BE REMOVED AND DISPOSED OF IN AN APPROVED MANNER. 8. SANDBAG BERM SHALL CONFORM TO T.P.D.E.S. AND T.C.E.Q. ~"'"'~-'~ z -- ~-""~'~77~ ~ -- REQUIREMENTS. PROFILE VIEW N.T.S. NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. ¢ ~ ? ,, , ,, ,, STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE COP?ELL EROSION AND SEDIMENTATION CONTROL 2.23., 2.24., 3.12. '" SANDBAG BERM STANDARD DETAIL ADD NOTE". SWL NOV. 'o,, ' "': .....,4080 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS Z LENGTH (FT.) = A ~ ~ rY LL 6 x DRAINAGE AREA (AC.) AREA TO BE ~ 777I~ 4 EXCAVATEB, IF II II II II-~~~ i~ ~~q~.z--II: II: II: III--~---~1' MIN. NECESSARY, ~ II II II II '-6" iiiiiX Ts T i c FILTER STONE CORE PROFILE VIEW ~.l.s. [XCAVAII0~, IF ~[C[SSA~Y ~ FOR STORAGE, 1800 CF/AC., ~GEOTEXTILE COVERED ~ MINIMUM~,, '/ '/ ~ o~ 0 0 ~ ~ _ ~~~ N-- ~~ FILTER STONE ' EMBANKMENT ~~'ff~,~"~' ~~~~II~II~II~I~IImlI~IImlI~IIm¢~'~FLOW PLAN VIEW ~ N.T.S. SECTION A- A ~.I.S. ~ STONE OUTLET SEDIMENT TRAP SHALL CONFORM TO T.P.B.E.S. AND T.C.E.Q. REQUIREMENTS. NO~: STANBARBS ARE ADOPTER FROM THE NCT06 STANBARB BRA~NGS EATER NOV. '96, ~TH LOCAL EXOEP~ONS. STD. SPEC. ¢ ~ ~, , ~ ~ STANDARD CONSTRUCTION DETAILS REFERENCE CO, FFELL EROSION AND SEDIMENIAIION CONIROL 2.~., 2.24., 3.~2. '~ STONE OULET SEDIMENT TRAP STANDARD DETAIL A ,,,,o~ ~. ,w~ ,ov..o, ' "':'~ ..... "~'~,~ 090 NO. LOCAL EXCEP~ON BY DA~ CITY OF COPPELL DALLAS COUNt, TEXAS STABILIZATION - RIP RAP, MATTINGS OR OTHER EMERGENCY SPILLWAY ~ ACCEPTABLE MATERIAL EXCAVATED AREA ~,~~ -- FOR STORAGE AS HIGH FLOW OUTLET ~ /-- EMERGENCY NECESSARY, SHAPE ~-- ~ / SPILLWAY MAY VARY. ~ / ELEVATION ~ *DESIGN HIGH WATER %I1'MIN. ~~~ -----i i 11' MAX. \ / ENERGY ~/'~,.~/"~,.~'~, '- ':},".',".'} / EARTH BERM zz::z ""' ~ ~ X ANCHOR BLOCK '-- OUTFALL PIPE DEWATERING OUTLET /~ CROSS SECTION P[_A~ VIEW N.T.S. ~OTFS: 1. MAXIMUM DRAINAGE AREA CONTRIBUTING TO THE BASIN SHALL BE 10 ACRES. 2. MINIMUM CAPACITY OF THE BASIN SHALL PROVIDE STORAGE FOR THE CALCULATED VOLUME OF RUNOFF FROM A 2-YEAR, 24--HOUR STORM PER DISTURBED ACRE OF DRAINAGE AREA. WHERE NO SUCH CALCULATION HAS BEEN PERFORMED, THE MINIMUM CAPACITY OF THE BASIN SHALL BE 5600 CUBIC FEET PER DISTURBED ACRE OF CONTRIBUTING DRAINAGE AREA. ~ 5. SEDIMENT BASIN SHALL CONFORM TO T.P.B.E.S. AND T.C.E.Q. REQUIREMENTS. NOTE: STANDARDS ARE ADOPTED FROM THE NCTO6 STANDARD DRAWINGS DATED NOV, '96, WITH LOCAL EXCEPTIONS, ¢, ? ,, . ~ . STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE C0,??g££ EROSION AND SEDIMENTATION CONTROL 2.23., 2.24., 3.12. '" SEDIMENT BASIN STANDARD DETAIL ,,oo.o.,. .ov.,o,, , ,.,:, .....,4100 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS ~ ---: ~ DIVERSION //-/-/7 7-f ~ > ~ : / DIKE SLOPE TO BE 2' MIN. ~FLARED END SECTION ////7// ~',/w/INTEGRAL TOE PLATE ~DRAIN~ PIPE MIN. SLOPE N.T.S. ~ RIPRAP APRON RIPRAP APRON PLAN VIEW N.T.S. NOTES: ISOMETRIC PLAN VIEW ~. RIPRAP SHALL CONSIST OF 50 TO ~50 POUND STONES PLACED N.T.S. IN A LA~ER OF NOT LESS ~HAN ~2 INCHES. THE DEPTH OF THE APRON SHALL EQUAL ~HE PIPE DIAMETER, BUT IN NO CASE SHALL IT BE LESS THAN ~2 INCHES IN DEPTH. 2. PIPE SLOPE DRAIN SHALL CONFORM TO T.P.D.E.S. AND T.C.E.Q. REQUIREMENTS. NO~: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ~RA~NGS DATED NOV, '96, ~TH LOCAL EXCEP~ONS, ........... 8TA~DARD CONSTRUCTION DETAIL8 ST~. SP~C. REFERENCE ,o~ ~. ~w, ,ov. ,o~ COFFggg eROSiON AND SEDiMENTATiON CONTROL 2. ~,.,~"~.~., 3. ~2. ~' ~' :": .... ': * :"~' PIPe SLOPE DRAIN STANDARD DETAIL .~ ~:, .~x.....o.~ ~..~...o.. ..~ ~....o. ' "': ' ...... ""~ 1110 LOCAL EXCEP~ON BY DA~ CITY OF COPPELL DALLAS COUNt, TEXAS 2" x 4-" WOOD ~li~T STAKED STRAW COMPACTED EARTH [] [] []Illllll Illlllllllllllllll [] [] [] []hlhllll [] TO PREVENT BYPASS-~ II~iilIl I i~i i~-. ~,. ~,- / BALE [] ...... [] ~DROP INLET i ~..t-R~qilliJ~ll'~d~jl STRAW BALE STAKED WITH // ELEVATION OF STAKE AND 2 STAKES PER BALE/ / FABRIC ORIENTATION DETAIL A PERSPECTIVE VIEW -- ~DROP INLET WITH 2" X 2" WOOD STAKE ;E ~ GRATE SPECIFIC APPLICATION 2" X 2" WOOD STAKE OR STEEL T-POST~- /~FABRIC ANCHORED IN '~'~,,_~.~ ,~ THIS METHOD OF INLET PROTECTION IS i /~" x ~" TRENCH BACK- ~/~ ~ \ '"~FRAME APPLICABLE WHERE THE INLET DRAINS A --FILLED WITH COMPACTED ~i i~ ~ RELATIVELY FLAT AREA (SLOPE NO GREATER ~/( EARTH. THAN 5%) WHERE THE INLET SHEET OR OVER- ~SILT FENCE FABRIC LAND FLOWS (NOT TO EXCEED 1 C.F.S.) ARE ~.;t~~ TYPICAL. THE METHOD SHALL NOT APPLY TO i!i i¥1i,~ GATHER EXCESS ,NLETS RECE, V, NG CONCENTRATED FLOWS, S CH ....xx2~\\~ ~ AS IN STREETS OR HIGHWAY MEDIANS. ~,~ AT CORNERS PERSPECTIVE VIEW I. STANDARD INSTALLATION II. ALTERNATE INSTALLATION STRAW BALE PROTECTION FILTER FABRIC PROTECTION N.T.S. N.T.S. NOTE: ~ GRATE INLET FILTER BARRIER SHALL CONFORM TO T.P.D.E.S. AND T.C.E.Q. REQUIREMENTS. NOTE: STANDARDS ARE ADOPTED FROM THE NCTO6 STANDARD DRAWINGS BATED NOV. '96, WITH LOCAL EXCEPTIONS. ¢ ~ ?, , ~ ~ STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO,??ELL EROSION AND SEDIMENT^-FION CONTROE 2.23., 2.24., 3.12. NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS IIIII r/r/I 1RP i WIRE SCREEN GRAVEL FILTE~;]]]i [~[~ E l--II--IF, ~~.o~,,-~,-, ~-- CONCRETE BLOCK ORATE INLET PROTECTION N.T.S. ' E NING CONCRETE BOCK DROP INLET PROTECTION N.T.S. ~ CURB INL~ ~ _, ~. ~~ WIRE SCREEN GRAVEL FILTER NOTE: ~ INLET PROTECTION SHALL CONFORM TO T.P.D.E.S. AND T.C.E.Q. REQUIREMENTS. CURB INLET PROTECTION NO~: STANBARBS ARE ABOPTEB FROM THE NCT06 STANBARB BRA~NGS BATEB NOV. '96, ~TH LOCAL EXCEP~ONS. ¢,,, . ~ , STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE COFFELL EROSION AND SEDIMENTATION CONTROL 2.1., 2.24., 3.12. '~' INLET PROTECTION: BLOCK AND GRAVEL STANDARD OETA¢L ADDNO~, 'WL NOV.'04 '"',~.....,4130 NO. LOCAL EXCEP~ON BY DA~ CITY OF COPPELL DALLAS COUNt, TEXAS I I I I ~WATTLE FILTER ~ IIIIII CONCRETE BLOCK ..: ;... GRATE INLET PROTECTION N.T.S. DROP INLET PROTECTION N.T.S. CURB INLET--~ (STRAIGHT OR RECESSED) NOTE: ~ WATTLE FILTER INLET PROTECTION SHALL CONFORM TO T.P.D.E.S. AND T.C.E.Q. REQUIREMENTS. CURB INLET PROTECTION NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. .... ¢ ~ ? ,... , STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO,??ELL EROSION AND SEDIMENTATION CONTROL 2.23., 2.24., 3.12. ~" INLET PROTECTION: WATTLE FILTER STANDARD DETAIL ~ ADDNOTE. SWL NOV.'04 '"': ..... ,,,,~,4135 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS IIIIII II I~ % GRAVEL (12" MIN. DEPTH) ~ 18" MIN ~ ~ RUNOFF WATER '7 ~ WITH SEDIMENT / EDI T FILTERED WATER CROSS SECTION N.T.S. SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATION FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE HAZARDOUS AND UNPROTECTED NOTE: AREAS OF STANDING WATER. ~ INLET PROTECTION SHALL CONFORM TO T.P.D.E.S. AND T.C.E.Q. REQUIREMENTS. NOTE: STANBARBS ARE ABOPTEB FROM THE NCT06 STANBARB BRAWINGS BATEB NOV. '96, WITH LOCAL EXCEPTIONS. ¢ ~ ?, , ~ . STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO,??ELL EROSION AND SEDIMENTATION CONTROL 2.1., 2.24., 3.12. ~" INLET PROTECTION: WIRE MESH AND GRAVEL STANDARD DETAIL ADDNOTE, SWL NOV.'O ' "': .....'4140 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS SIDESLOPE 2:1 OR FLATTER --~ INLET GRATE %.. ~~ A FLOW "~_ '"~ '~ '~ '~'"~'"~ .... % , / 7~,,,,~. /. /' X% /X '~' ~' 7' ~W ~ '~ ' ~ ' FILTER GRAVEL FOR COVERING WEEP HOLES ISOMETRIC PLAN VIEW N.T.S. 2:~ ~AX. SkOP[ ~ 1 DIA WEEP HOLES, TO BE FILLED WITH GROUT PRIOR TO BACKFILLING OF STORAGE AREA. NOTE: SECTION A-A ~ EXCAVATED IMPOUNDMENT SHALL CONFORM TO T.P.D.E.S. AND T.C.E.Q. REQUIREMENTS. NO~: STANBARBS ARE ABOPTEB FROM THE NCT06 STANBARB BRA~NGS BATEB NOV. '96, ~TH LOCAL EXCEP~ONS. ¢,,, , ~ , STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO,~LL EROSION AND SEDIMENIAIIO~ CONIROk 2.~., 2.24., 3.~2. '~' INLET PROTECTION: EXCAVATED IMPOUNDMENT STANDARD DETAIL NO. LOCAL EXCEP~ON BY DA~ CITY OF COPPELL DALLAS COUNt, TEXAS / / ANCHOR SLOT DETAIL. BURY THE UP-CHANNEL END OF THE MATTING IN A 6" _ DEEP TRENCH EROSION CONTROL MATTING GENERAL NOTES: 1. STRIPS OF MATTING SHALL BE INSTALLED PARALLEL TO I PROTECTED.THE DIRECTION OF FLOW OVER THE SURFACE WHICH IS TO BE 2. THE UP-CHANNEL END OF THE MATTING SHALL BE BURIED IN A TRENCH MEASURING 6 INCHES DEEP AND 6 INCHES WIDE FOR THE ENTIRE WIDTH OF THE END. THE SOIL SHALL BE BACKFILLED INTO THE TRENCH AND TAMPED FIRMLY. STAPLES SHALL BE PLACED EVERY 12 INCHES ALONG THE END OF THE MATTING. .3. EDGES OF ADdACENT STRIPS OF MATTING SHALL BE OVERLAPPED A MINIMUM OF 4 INCHES AND SHALL BE STAPLED EVERY 3 FEET ALONG THE OVERLAP. 4. WHEN dOINING STRIPS OF MATTING END TO END, A TRENCH SIMILAR TO THE ONE DUG AT THE BEGINNING OF THE ORIGINAL STRIP SHALL BE DUG WITH THE UP-CHANNEL END OF THE NEW STRIP BEING PLACED IN A LIKE MANNER IN THE TRENCH AS THE BEGINNING END OF THE ORIGINAL STRIP. THE END OF OSION CONTROL MATTING THE STRIP BEING FOLDED UNDER AT LEAST 12 INCHES. ...v.'.~ .. -~ ~.-.¢-. ~~' ~,~ '¢,%'"'~'~%~~// PROTECTING EXPOSED STAPLES SHALL BE INSTALLED AT 12 INCH INTERVALS ALONG ~"~ ,~ i ii : : ,~, i~:~ ~ / SU RFACE OR SLOPE THE TRENcH.THE WIDTH OF THE STRIP NOT MORE THAN 6 INCHES FROM 5. I, SITUATIONS WHERE ERODIBLE SOILS, STEEP SLOPES OR HIGH VELOCITY FLOWS ARE ENCOUNTERED, A FOLD OF THE MATTING SHALL BE INSERTED INTO A 6 INCH TRENCH AND INTERVALS TAMPED FIRMLY. ALONG STAPLES THE TRENCH. SHALL BE INSTALLED AT 12 INCH 6. STAPLES FOR ANCHORING SOIL STABILIZING MATERIALS SHALL BE MADE OF 10 GAUGE WIRE OR HEAVIER. THEY SHALL BE 6 TO 10 INCHES IN LENGTH, WITH THE LONGER STAPLES BEING USED IN LOOSE OR UNSTABLE SOILS. THERE SHALL BE TO ASSURE PROPER BONDING BETWEEN THE SOIL AND THE MAT MATERIAL. ~ 7. EROSION CONTROL MATTING SHALL CONFORM TO T.P.D.E.S. NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. ~ ~ ?, . ~ ~ STANDARD CONSTRUCTION D~TAI£$ s~a. sPEc. REFERENCE CO??ELL [ROSION AND SEDIMEN'F^-FION CONTROE 2.23., 2.24., 3.12. ~" EROSIO~ CO~IROI_ M^IIING sra~oaRt> OEratL NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS FILL SECTIONS ONLY. ALTERNATE--~ p~,~ REVERSE SLOPE ACCEPTABLE. /~ ~ NOT TO EXCEED 4:1/ VARIES-~ .~VARIES / \ '-., R.o.w. / / R.o.w. VARIES ;' 57'--t ,--/ 57' I VARIES'/--~ VARIES · · · 37 .~ ."'_"': 47' · · VARIES 42.5' 2.0' 12.5' ' 42.5' 12.0' 12.5' I / \ 42.5' 2.0' 42.5' . .............. ' ~},. NO. '~BARS ON 18"_~\ (7¢-- ~CTI~S. BOTH WAYS. I ~ CTRS. BOTH WAYS. \ =¥o\_~ RECULA_R SECTION T= 8", OR AS SPECIFIED aY CITY IFIED aY CITY m,,Dr-o^r~cSUBsGER¢%%TETYEp N.T.S. SUBsGER¢%%TETYEP LEFT TURN SECTION N.T.S. C) SAWED LONGiTUDiNAL CONTRAC ON JOINT. ® KEY WAY CONSTRUCTION JOINT. °° KEY WAY CONSTRUCTION JOINT ONLY WITH SEE STANDARD CONSTRUCTION DETAIL 2050. I*O N 4~, &Z-/O//~ CITY APPROVAL. j ~1 SEE STANDARD CONSTRUCTION DETAIL 2050. RED REFLECTIVE SURFACEI~. , , .-c--WHITE REFLECTIVE SURFACE FLOW OF TRAFFIC ....f--WHITE REFLECTIVE SURFACE z FACING AWAY FROM TRAFFIC.\ ~.~' = =l 25 // FACING TOWARD TRAFFIC. DOUBLE REFLECTIVE BUTTON I J / DOUBLE REFLECTIVE BUTTON J / SINGLE REFLECTIVE BUTTON~D 04~- c4~ ~r 0 0 8 © 0 0 @ © 0 0 CHANNELIZING BUTTONS WITH RED REFLECTOR NON REFLECTIVE BUTTON JOINT NOTES: " FIRST 4 GROUPS FROM INTERSECTION INTERSECTION INNER PAIR, TYP ALL GROUPS 1. MIN. PAVEMENT DEPTH AND STRENGTH SHALL BE 8" - CLASS "C", OR AS SPECIFIED BY CITY. ,,03 ~o ~OC) @ 0 0 @ @ 0 0 @ @ 0 0 @ © 0 0 2. CURB HEIGHT AND WIDTH SHALL BE 6", OR AS SPECIFIED ~_ BY CITY. SEE STANDARD CONSTRUCTION DETAIL 2120. z JOINT 5. SUBGRADE (MIN. REQUIREMENTS-UNLESS OTHERWISE APPROVED BY CITY ENGINEER). SUBGRADE UNDER z 0 FLOW OF TRAFFIC ALL PAVEMENT SHALL BE INITIALLY MIXED 8" THICK AND RE-MIXED 6" THICK AND SHALL BE z STABILIZED WITH 6% MIN. BY WEIGHT OF HYDRATED LIME ,< ~ ~~~--~----'--~--~iiI:-- Q_ ~¢~4N~ (GENERALLY +40 LBS./S.Y.)AND COMPACTED TO A DENSI TY NOT x,~ ~M __::::~ ::~--E~CCT}~iA ZT LESS THAN 95% AS DETERMINED BY ASTM D-698. Ld EDiAN NOSE, SEE STANDARD ALTERNATIVE SUBGRADES, SUPPORTED BY LABORATORY ~ CONSTRUCTION DETAIL 2150 .--- TESTS, MAY BE SUBMITTED TO THE CITY ENGINEER ~ ~ ~ ..... FOR APPROVAL. ~--- ED LEFT TURN LANE, IF APPLICABLE. 4. PAVEMENT SURFACE FINISH SHALL BE TRANSVERSE TO TRAFFIC~ SEE STANDARD CONSTRUCTION DETAIL 2025 LANES AND SHALL BE BAKER BROOM FINISH UNLESS OTHERWISE ' Ld SPECIFED BY CITY. (~ 5. ALL DIMENSIONS TO BACK OF CURB AND IN FEET UNLESS ~. OTHERWISE SHOWN. 1' ~I ~ 6. CHANNELIZING BUTTONS SHALL BE INSTALLED OFF PAVEMENT JOINT. FLOW OF TRAFFIC, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ,~ c~o, T~*~, C~,, o,~ ...... ~ FLOW OF TRAFFIC, PLAN ~iC} NOTE: STANDARDS ArE ADOPTED FROM THE NOTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. N.T.S. ~,~ CHANGE BAR SPACING FROM 24" TO 18". SWL NOV. '0'* STANDARD CONSTRUCTION DETAILS sm. SPEC. ~% ADD NOTES ~ THRU 6. SWL NOV. 'o3 .... REFERENCE ~ CHANGED CORNER RADIUS FROM 20' TO 30'. SWL NOV. 'O; COF~~ REINFORCED CONCRETE PAVEMENT 4.6, 5.8., 7.4. ~,.~ CHANGED ARRANGEMENT OF TRAFFIC CHANNELIZING BUTTONS. SWL NOV. 'O; ;':' '~ SIX-LANE DIVIDED THOROUGHFARE STANDARD DETAIL ~% CHANGED DIMENSIONS TO REFLECT MEASUREMENT TO BACK OF CURB. SWL NOV. '03 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS FILL SECTIONS ONLY· ALTERNATE--* A REVERSE SLOPE ACCEPTABLE. /~ /~,*~ NOT TO EXCEED 4:1! \ VARIES~ ~VARIES / \ ~ R.O.W. //I/ ~ R.O.W. · ~16' MIN./ '1 / X ~' um-'~ -- VARIES ', 25' :'~ /- 25' I VARIES / ~ VARIES . . . 25' .'".'"_"'_' 55' . . _ VARIES 12.5' 12.5' 12.5' 12.5' I / X . 12.5' .-- 12.5' - . 10' .. 12.5',, 12.5' . I -N4~1 --"'---6" TYP ....... ', / % ~1 --""--'~6", TYP I 1 TYP ~//~ ~_~- T i ~ 1 TYP ;..~--- I · ' REGULAR SECTION T= 8", OR AS SPECIFIED BY CITY IFIED BY CITY SUBGRADE, TYP N.T.S. SUBGRADE, TYP LEFT TURN SECTION SEE NOTE 3 SEE NOTE 5 N.T.S. Go o. G SAWED LONGITUDINAL CONTRACTION JOINT. G KEY WAY CONSTRUCTION JOINT. KEY WAY CONSTRUCTION JOINT ONLY WITH SEE STANDARD CONSTRUCTION DETAIL 2050. o. CITY APPROVAL. ~o. , ~ SEE STANDARD CONSTRUCTION DETAIL 2050. RED REFLECTIVE SURFACE~ , .4--WHITE REFLECTIVE SURFACE FLOW OF TRAFFIC ...d--WHITE REFLECTIVE SURFACE ~ z FACING AWAY FROM TRAFFIC.~5' ---i i= =l 25 J/ FACING TOWARD TRAFFIC. " ~/ FACING TOWARD TRAFFIC W,,TTO,..../ / W,UTTO, I,...-.'" / NOTES: m 1. MIN. PAVEMENT DEPTH AND STRENGTH SHALL {])-0 0 (~ ~ 0 0 (]) ~) 0 0 ~ (])-0.. q (} (]) 0 0 (]) BE 8" - CLASS "C", OR AS SPECIFIED BY CITY. ~ z CHANNELIZlNG BUTTONS WITH RED REFLECTOR ~ NON REFLECTIVE BUTTON o 2. CURB HEIGHT AND WIDTH SHALL BE 6", OR AS SPECIFIED INTERSECTION-~ " FIRST 4 GROUPS FROM INTERSECTION ' INNER PAIR, TYP ALL GROUPS ~JOINT BY CITY. SEE STANDARD CONSTRUCTION DETAIL 2120. z 5. SUBGRADE (MIN. REQUIREMENTS-UNLESS OTHERWISE o , FLOW OF TRAFFIC APPROVED BY CITY ENGINEER). SUBGRADE UNDER z STABILIzEDANDALL PAVEMENTRE_MiXEDwiTHSHALL6,6%THiCKMiN.BE ANDByINITIALLYwEiGHTSHALLMIXEDoFBE HYDRATED8" THICK LIME u_lxn<~ ~M ~ EDIAN NOSE, SEE STANDARD ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ '-~ ~ ~ '~' ~ ~,~ (GENERALLY 4-40 LBS./S.Y.) AND COMPACTED TO A DENSITY NOT ONSTRUCTION DETAIL 21 ~ LESS THAN 95% STANDARD PROCTOR DENSITY. ( ....- ~ ~ ~ ~ '"'"' ~---DEDICATED LEFT TURN LANE, IF APPLICABLE ~ z ALTERNATIVE SUBGRADES, SUPPORTED BY LABORATORY TESTS, MAY BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. PAVEMENT SURFACE FINISH SHALL BE TRANSVERSE TO TRAFFIC I LANES AND SHALL BE BAKER BROOM FINISH UNLESS OTHERWISE SPECIFED BY CITY. 1' --.'-----,~ 5. ALL DIMENSIONS TO BACK OF CURB AND IN FEET UNLESS FLOW OF TRAFFIC, OTHERWISE SHOWN. 6. CHANNELIZlNG BUTTONS SHALL BE INSTALLED OFF PAVEMENT JOINT. © 0 0 © © 0 0 © © 0 0 © © 0 0 © © 0 0 © © 0 0 © FLOW OF TRAFFIC. PLAN NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. A CHANGE BAR SPACING FROM 24" TO 18". SWL NOV. '0~ STANDARD CONSTRUCTION DETAILS STD. SPEC. ~ ADD NOTES ;3 THRU 6. SWL NOV. '03 , , ,, , REFERENCE A CHANGED CORNER RADIUS FROM 20' TO 30'. SWL NOV. '0; CO'~~ REINFORCED CONCRETE PAVEMENT 4.6, 5.8., 7.4. ~*.?¢ CHANGED ARRANGEMENT OF TRAFFIC CHANNELIZING BUTTONS. SWL NOV. 'o; '" FOUR-LANE DIVIDED THOROUGHFARE STANDARD DETAIL ~ CHANGED DIMENSIONS TO REFLECT MEASUREMENT TO BACK OF CURB. SWL "OV. ' "" ..... ""~ 2020 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS STAMPED CONCRETE CROSSWALK'~ \ (IF APPLICABLE)~ ~ MEDIAN NOSE, SEE STANDARD--~ A=11°28 40~ CONSTRUCTION DETAIL 2150~ R=250 0~,0' , .... % x LOCATE THERMOPLASTIC PAVEMENT--~ \ L= 50108' ~ MARKINGS AS DIRECTED BY CITY ~ ~ ~ ~5'~ o ' 4 ...... .......... ~ MAY VARY SEE STANDARD CONSTRUCTION DETAIL 2050. ~ m< L ~ ~ ~4 + < %2' LUG-OUT OR AS DIRECTED BY CITY // .... ~" Pnllkln WNITF A~PY/I~ qlklR/F~ (~--~" PnlINIB WNITF ACPY/I~ B~IIR/F] % . REFLECTIVE TRAFFIC BUTTON ~ REFLECTIVE TRAFFIC BUTTON. Iz< MULTIPLE THROUGH %ANES ~% ~ I < e 0 0 e e 0 0 e FACING AWAY FROM TRAFFIC. 0 ~ FLOW OF TRAFFIC, I I NOTES: 1. MIN. PAVEMENT DEPTH AND STRENGTH SHALL BE 8" - CLASS "C", OR AS SPECIFIED BY CITY. 2. CURB HEIGHT AND WIDTH SHALL BE 6", OR AS SPECIFIED BY CITY. SEE STANDARD CONSTRUCTION DETAIL 2120. v ~. SUBGRADE (MIN. REQUIREMENTS-UNLESS OTHERWISE APPROVED BY CITY ENGINEER). SUBGRADE UNDER ALL PAVEMENT SHALL BE INITIALLY MIXED 8" ~ICK PLAN AND RE-MIXED 6" THICK AND SHALL BE N.T.S. STABILIZED WITH 6% MIN. BY WEIGHT OF HYDRATED LIME % (GENERALLY ~40 LBS./S.Y.) AND COMPACTED TO A DENSITY NOT LESS ~AN 95% STANDARD PROCTOR DENSITY. ALTERNATIVE SUBGRADES, SUPPORTED BY LABORATORY TESTS, MAY BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. PAVEMENT SURFACE FINISH SHALL BE TRANSVERSE TO TRAFFIC LANES AND SHALL BE BAKER BROOM FINISH UNLESS OTHERWISE SPEClFEB BY CITY. 5. ALL DIMENSIONS TO BACK OF CURB AND IN FEET UNLESS OTHERWISE SHOWN. 6. CHANNELIZlNG BUTTONS SHALL BE INSTALLED OFF PAVEMENT JOINT. NOTE: STANDAEDS ARE ADOP~D FROM THE NCTOG STANDARD DRA~NGS DATED NOV. '96, ~ LOCAL EXCEPTIONS. , ~ ~: ,¥;%~ ,,, ~ ,~ STANDARD CONSTRUCTION DETAILS s~. SPEC. REFERENCE A ,~ ,o~s~ ~,u ~. sw~ ~c..o~ COFFELL REINFORCED CONCRETE PAVEMENT 4.6, 5.8.,7.4. z~?~ CHANGED ARRANGEMENT OF ~AFFIC CHANNELIZlNG BU~ONS. SWL DEC. '03 ' ':' STANDARD DETAIL r,., : '~ DEDICATED LEFT TURN LANE ~% CHANGED DIMENSIONS TO REFLECT MEASUREMENT TO BACK OF CURB. SWL DEC. '03 . .~ : :: ~';~.~ :~ '; ~ ~, ~' ......... ':~' '~ 2025 NO. LOCAL EXCEP~ON BY DATE CI~ OF COPPELL DALLAS COUNTY, TEXAS R.O.W. P W P (FILL SECTIONS ONLY. ALTERNATE REVERSE 6" 1/2 ROADWAY WIDTH, MINUS CURB WIDTH I I SLOPE ACCEPTABLE. I A B B A I " " " 4 ...... ~-' ' NOT TO EXCEED 4: 1.) 1 c)~o ~- I ~_~o j m :~ ~ PEAK OF CROWN b.. . , I SEE NOTE 5 , W R.O.W. PARABOLIC PAVEMENT CROWN HEIGHT AND ORDINATES FOR PARABOLIC HALF SECTION STREET WIDTH A e P WIDTH CROWN HEIGHT THICKNESS N.T.S. 6" 8" O 28' 14' N-A VARIES VARIES 57' 8.5' 10' VARIES VARIES 6" 8" (~ 41' 10.5' 10' VARIES VARIES 6" 8" (~) (~) SAWED LONGITUDINAL CONTRACTION JOINT. (~ KEY WAY CONSTRUCTION JOINT. 45' 11.5' 11' VARIES VARIES 6" 8" L~) KEY WAY CONSTRUCTION JOINT ONLY WITH SEE STANDARD CONSTRUCTION DETAIL 2050. CITY APPROVAL. SEE STANDARD CONSTRUCTION DETAIL 2050. FOUR TRAVEL LANES OR TWO TRAVEL LANES & TWO PARKING LANES N.T.S. W R.O.W. PARABOLIC PAVEMENT STREET WIDTH A B P WIDTH CROWN HEIGHT THICKNESS 28' 14' N-A VARIES VARIES 6" 8" (~) 57' 8.5' 10' VARIES VARIES 6" 8" (~ 41' 10.5' 10' VARIES VARIES 6" 8" (~) 45' 11.5' 11' VARIES VARIES 6" 8" (~ NOTES: 1. MIN. PAVEMENT STRENGTH SHALL CLASS "C", OR AS SPECIFIED BY CITY. 2. CURB HEIGHT AND WIDTH SHALL BE 6", OR AS SPECIFIED BY CITY. SEE STANDARD CONSTRUCTION DETAIL 2120. 5. SUBGRADE (MIN. REQUIREMENTS-UNLESS OTHERWISE~ 5'P //'/--4"DOUBLEROUNDREFLECTIvEYELLOW ACRYLIC FLOW OF TRAFFIC APPROVED BY CITY ENGINEER). SUBGRADE UNDER 1 ~ I I TY~ BUTTON ALL PAVEMENT SHALL BE INITIALLY MIXED 8" THICK Cb=,~_- -- AND RE-MIXED 6" THICK AND SHALL BE ~ 4) 4) 4) 4) 4) 4) 4) 4) 4) 4) 4) 4) 4) 4) 4) Cb STABILIZED WITH 6% MIN. BY WEIGHT OF HYDRATED LIME (GENERALLY 4-40 LBS./S.Y.) AND COMPACTED TO A DENSITY NOT LESS THAN 95% STANDARD PROCTOR DENSITY. ~o FLOW OF TRAFFIC, ALTERNATIVE SUBGRADES, SUPPORTED BY LABORATORY TESTS, MAY BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. PAVEMENT SURFACE FINISH SHALL BE TRANSVERSE TO TRAFFIC LANES AND SHALL BE BAKER BROOM FINISH UNLESS OTHERWISE SPEClFED BY CITY. ~% UNDIVIDED MULTI-LANE CHANNELIZING BUTTON DETAIL 5. ALL DIMENSIONS TO BACK OF CURB AND IN FEET UNLESS OTHERWISE SHOWN. N.T.S. 6. CHANNELIZlNG BUTTONS SHALL BE INSTALLED OFF PAVEMENT JOINT. 7. ANY OTHER RESIDENTIAL STREET SECTIONS LESS THAN 28' B-B WILL BE CONSIDERED ON A CASE-BY-CASE BASIS AND WILL REQUIRE CITY ENGINEER AND FIRE MARSHALL APPROVAL. NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS BATED NOV. '96, WITH LOCAL EXCEPTIONS. ~ ADD NoTE 3. SWL NOV. '03 STANDARD CONSTRUCTION DETAILS STD. SPEC. ~ ADD CHANNELIZING BUTTON DETAILS. SWL NOV. '03 . . ,, . REFERENCE ADD PARABOL, C CROWN DETA,L. SWL NOV. '03 COP?ELL REINFORCED CONCRETE PAVEMENT 4.6., 5.8., 7.4. z~*.?¢ CHANGED PROFILE OF ROADWAY SECTION TO PARABOLIC CROWN. CHANGED BAR SPACING FROM 24" TO 18". SWL NOV' '0~ '" TWO & FOUR-LANE UNDIVIDED THOROUGHFARE STANDARD DETAIL ~ CHANGED DIMENSIONS TO REFLECT MEASUREMENT TO BACK OF CURB. SWL "OV. ' "': ..... ""~ 2030 No. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS R.O.W. 1 (FILL SECTIONS ONLY. p W p ALTERNATE REVERSE SLOPE · ACCEPTABLE. NOT TO EXCEED I A A I.., 6" I - I I /-F:l')~ 1/2 ROADWAY WIDTH, MINUS CURB WIDTH 1' TYP ~ '~_--~'"'~" _ 6" TYPI j ro :~ ~ I /--PEAK OF CROWN :~) , / N 8' SU u_ ,. 1 I I/ CTRS. BOTH WAYS. SEE NOTE 5 '-~~~------ ~ ~ I ' --------~ I W A R.O.W. p PARABOLIC PAVEMENT STREET WIDTH WIDTH CROWN HEIGHT THICKNESS CROWN HEIGHT AND ORDINATES FOR PARABOLIC HALF SECTION 28' 14' VARIES VARIES 6" 6" (~) N.T.S. W R.O.W. PARABOLIC PAVEMENT STREET WIDTH A P WIDTH CROWN HEIGHT THICKNESS 28' 14' VARIES VARIES 6" 6" RESIDENTIAL STREET ONE TRAVEL LANE & TWO PARKING LANES N.T.S. NOTES: 1. MIN. PAVEMENT STRENGTH SHALL CLASS "C", OR AS SPECIFIED BY CITY. ~ SAWED LONGITUDINAL CONTRACTION JOINT ON PAVEMENT LESS THAN 8" THICK. 2. CURB HEIGHT AND WIDTH SHALL BE 6", OR AS SPECIFIED KEY WAY CONSTRUCTION JOINT ON PAVEMENT BY CITY. SEE STANDARD CONSTRUCTION DETAIL 2120. WITH THICKNESS OF 8" OR GREATER. SEE STANDARD CONSTRUCTION DETAIL 2050. 5. SUBGRABE (MIN. REQUIREMENTS-UNLESS OTHERWISE APPROVED BY CITY ENGINEER). SUBGRADE UNDER Q OR AS SPECIFIED BY CITY. ALL PAVEMENT SHALL BE INITIALLY MIXED 8" THICK AND RE-MIXED 6" THICK AND SHALL BE STABILIZED WITH 6% MIN. BY WEIGHT OF HYDRATED LIME (GENERALLY -I-4-0 LBS./S.Y.) AND COMPACTED TO A DENSITY NOT LESS THAN 95% STANDARD PROCTOR DENSITY. ALTERNATIVE SUBGRADES, SUPPORTED BY LABORATORY TESTS, MAY BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4-. PAVEMENT SURFACE FINISH SHALL BE TRANSVERSE TO TRAFFIC LANES AND SHALL BE BAKER BROOM FINISH UNLESS OTHERWISE SPECIFED BY CITY. 5. ALL DIMENSIONS TO BACK OF CURB AND IN FEET UNLESS OTHERWISE SHOWN. 6. CHANNELIZlNG BUTTONS, IF SPECIFIED, SHALL BE INSTALLED OFF PAVEMENT JOINT. 7. RESIDENTIAL STREETS GREATER THAN 28' B-B SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD CONSTRUCTION DETAIL 2050. NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, 'WITH LOCAL EXCEPTIONS. STANDARD CONSTRUCTION DETAILS STD. SPEC. ~ ADD NOTE ;3. SWL NOV. 'o3 ,.. ,, ,, REFERENCE A ADD PARABOL, C CROWN DETA,L. SWL NOV. '03 CO,??ELL REINFORCED CONCRETE PAVEMENT 4.6., 5.8., 7.4. z~*& CHANGED PROFILE Of ROADWAY SECTION TO PARABOLIC CROWN. CHANGED BAR SPACING FROM 24" TO 18". SWL NOV' '0~ '" 28' B-B RESIDENTIAL STREET STANDARD DETAIL ~ CHANGED DIMENSIONS TO REFLECT MEASUREMENT TO BACK OF CURB. SWL "OV. ' "': ..... ""~ 2035 No. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS R.O.W. R.O.W. (TYPICAL UNLESS SHOWN ON PLANS) (TYPICAL UNLESS SHOWN ON PLANS) I ~ W _'--- ---'~_ B ~ I ~ W _"--- ---'~_ B I I I I A I A I ~ I I ~ 6" CURB 6"__CLRB ~ CTI~S. BOTH WAYS. SEE NOTE 3 ~CTRs.-N-O-' _3 BOTH-B-A-RS WAYS.'ON' .1_8" & I SEE NOTE 3 ALLEY SECTION WITHOUT CURB ALLEY SECTION WITH CURB N.T.S. N.T.S. NOTES: 1. MIN. PAVEMENT STRENGTH SHALL CLASS "C", OR AS SPECIFIED BY CITY. 2. CURB HEIGHT AND WIDTH SHALL BE 6", OR AS SPECIFIED BY CITY. SEE STANDARD CONSTRUCTION DETAIL 2120. 3. SUBGRADE (MIN. REQUIREMENTS-UNLESS OTHERWISE APPROVED BY CITY ENGINEER). SUBGRADE UNDER ALLEY R.O.W. WIDTH (w) WIDTH ~ ALL PAVEMENT SHALL BE INITIALLY MIXED 8" THICK A B AND RE-MIXED 6" THICK AND SHALL BE 10' 5' 2.5' 15' STABILIZED WITH 6% MIN. BY WEIGHT OF HYDRATED LIME (GENERALLY +40 LBS./S.Y.) AND COMPACTED TO A DENSITY NOT 12' 6' 2.5' 17' LESS THAN 95% STANDARD PROCTOR DENSITY. 15' 7.5' 2.5' 20' ALTERNATIVE SUBGRADES, SUPPORTED BY LABORATORY TESTS, MAY BE SUBMITTED TO THE CITY ENGINEER 16' 8' 2.5' 21' FOR APPROVAL. 4. PAVEMENT SURFACE FINISH SHALL BE TRANSVERSE TO TRAFFIC 20' 10' 2.5' 25' LANES AND SHALL BE BAKER BROOM FINISH UNLESS OTHERWISE SPECIFED BY CITY. 5. PROVIDE SAWED AND SEALED TRANSVERSE CONTRACTION JOINTS AT NOT MORE THAN 15' C-C. 6. SEALED EXPANSION JOINTS TO BE PLACED AT ALL INTERSECTIONS, NOT TO EXCEED 500' BETWEEN JOINTS. NOTE: STANDARDS ARE ADOPTED FROM THE NCTO6 STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. ~ CHANOED PAWMENT ~CKNESS TO ~" ACROSS ALLEY WIDe. SWL NOV. '04 STANDARD CONSTRUCTION DETAILS STO. SPEC. ~ CHANGED BAR SPACING FROM 24" TO 18". SWL NOV. '04 ~ ~ ~ ~ REFERENCE ~ ADD NOTE 3. SWL NOV. '0, CO'~LL REINFORCED CONCRETE ~^¥EMEN'r 4.6., 5.8., 7.4. ~:~.?~ ADD SUBGRADE TO CROSS SECTIONS. SWL NOV. '03~" ALLEYS STANDARD DETAIL C,ANCED D,MENS,ONS TO REFLECT MEASUREMENT TO ,AC'< OF CUR,,. SWL NOV. ' ..... 2040 NO. LOCAL EXCEPTION BY DA'rE CITY OF COPPELL DALLAS COUNTY, TEXAS ALLEY R.O.W. WIDTH (W) A a WIDTH 10' 5' 2.5' 15' 12' 6' 2.5' 17' 15' 7.5' 2.5' 20' 16' 8' 2.5' 21' 20' 10' 2.5' 25' /I SAWED GROOVE 1/2" _ ~!~ / 1/2" WI D g #5 BARS ON 18" h, / /--SELF-LEVELING SILICONE SEALER WITH BACKER ROD SAWED GROOVE- /~SELF-LEVELING SILICONE SEALER WITH BACKER ROD ~!~ CTRS. BOTH WAYS ¢SEE DETAIL ~ / ~ // SEE DETAIL ~ FIRST POUR ~1%I SECOND POU ~ r,,- F'~' O ~' ¢ o ~'¢ '~ o ,¢ ~ /CLEAN BEFORE SEALING PAVING ~....~.... / ,ISELF-LEVELING SILICONE SEALER TO O, /~}~., #3 BARS ON 18" LAP BARS 30 DIA & TIE ROD BOTH ENDS OF LAP · ~ j KEY_ WAY_ J_OI_NT Z CONSTRUCTION JOINT ~- ~ ~ ~ ~ _ (FOR PAVEMENT THICKNESS 7" OR LESS) ~ ~ ~ " (FOR PAVEMENT THICKNESS 8" OR GREATER) ~ N.T.S. JOINT SEALING DETAIL N.T.S. 24" #6 SMOOTH DOWEL !. 16" DOWEL COATING VERTICAL SAW CUT-~ /~SELF-LEVELING SILICONE SEALER WITH BACKER ROD SEE DETAILW ' c4 ~ '~IF--<~I1 i 11" ~'I~ TRANSLUCENT DOWEL SLEEVE ~- ~- IZ:Z~^ ::2'Z:Z~,-"-~~ (CLOSED END TO FIT DOWEL & REDWOOD E DOWEl_ SUPPORT SHALl_ BE OF A dOINT FILLER METHOD APPROVED BY ENGINEER 1 ~ NOTE: THE USE OF WOOD TO SUPPORT AND/OR SECURE REDWOOD EXPANSION CTRS. BOTH WAYS dOINT FILLER, STEEL REINFORCEMENT OR FORMS IS PROHIBITED. SAWED CONTRACTION JOINT N.T.S. EXPANSION JOINT (SPACED 500 FT. MAXIMUM; LOCATE AT STRUCTURES AND AT INTERSECTION P.C.'S & P.T.'S) N.T.S. DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. STANDARD CONSTRUCTION DETAILS sD. SPEC· ~x~ ADD NOTE. SWL FEB. '05 .... .... REFERENCE _~ C.A,GEO BAR SPAC.NG ~ROM :,'" TO ,B". SWL ,OV. '0,' COl'FELL REINFORCED CONCRETE PAVEMENT 5.8· ~ ADD JOINT SEALING DETAIL. SWL NOV. '05 :¢ ,?,~., ~, ,.~ ,~,: STANDARD DETAIL ~ DELETE "HOT POURED RUBBER JOINT SEALING COMPOUND". ADD "SELF-LEVELING SILICONE SEALER WITH BACKER ROD". SWL NOV. '03 ~ -r :' ':%'' .... ~' PAVEMENT JOINTS ' "~'~' "'~ 2050 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS I ~¢--FULL DEPTH REDWOOD EXPANSION JOINT SPACED 500~ MAX LOCATE AT INTERSECTIONS, P.C.'s AND P.T.'s I~ ._~ I, / / ~SAWED JOINT AT EACH QUADRANT OF MANHOLE ' i / / ~ // LENGTH WILL VARY WITH LOCATION OF MANHOLE I , , , , , , , , , , , , , ~ ~, , , , , , I I I I I I I II I I I I ! / I I I I I I I I I I I I I I I I I [ / I I I I I I I I I I I I I I I I ! / i i I I I I I I I I I I I I I I I I I I ~ ~ i i I I I I '-t ................. * ....... ...... + ............... + ....... ........ ........ ........ f ........ ? ........ .......... f .......... ........ f ........ f ........ ? ........ ....... + ...... z I I I / /~ / / / Y I I I I I I I I I I I I I I / I I I I I 0 ! I I I / I I I I I I I I I I I I CF' ~ I I I I I I I I I I I I I I I ~1 , , , k I / I I I ! ! , , , , , , , , , , ~--~] I I I %- '~- ' ' ' ~-~~ - - <'> -'- I I I I \ I / I I I I I I I I I I I I I I I I I I I \ I ~ I I I I I I I I I I I I I I I i I I I I \ I / I I I I I I I I I I I I I I I i ~ ~ L ! '~ ! I I I I I I I ! I I I I I I I I ---I-- ............... i----- i ....... i .............. r---'~ .... I---~-----!-. --2' .... ~ ...... --!. ...... ~ ...... T ....... ? .......... 'f ........ ~ ...... ~ ....... 'T ....... T ....... ? ....... ~ ....... .r ...... 'T--- I k I \ ,! !/ ! ! ! ! ! , - , . ' ~ ' , ' , , , , , , , , , , , I J.~ ~ ~..~ I I I I I I I ~~TE~D A ~Ti~NN~"~C) iRNST~, ~iED -NL ~EG i %: ~,~'~L '~~~--'~ ........ --~-R~-O~-W~ - - -- I I , I SAWED JOINT AT BEGINNING, CENTER AND END OF STRUCTURE I -I- I SPACING WILL VARY WITH WIDTH OF STRUCTURE , SAWED JO NT OR TOOLED JO NT NTO THROAT OF STRUCTURE JOINTS SHALL BE SPACED: ....... ~ .... L I 20' MAX. IN PAVEMENT 8" THICK OR GREATER; I I I 15' MAX. IN PAVEMENT LESS THAN 8" THICK. ~ SEE STANDARD CONSTRUCTION DETAIL 2050. ....... _ ....... 2. REFER TO TYPICAL PAVEMENT R.O.W.[' R.O.W. SECTION FOR LONGITUDINAL I I I JOINT SPACING. I I /~ 3. SILIOONE SEAL ALL dOINTS. SEE OONSTRUCTION STANDARD 2050. + I I = SPECIFIED__ SPACING DIAGRAM FOR TRANSVERSE JOINTS CROWN N.T.S. NOTE: STANDARDS ARE ADOPTED FROM THE NCTO6 STANDARD DRAWINGS DATED NOV. 'g6, WITH LOCAL EXCEPTIONS. STANDARD CONSTRUCTION DETAILS STD. SPEC. ~, ADD LONGI~DINAL JOINT. SWL FEB. '05 , , ~ : '~W'"~ ~ . ~ ~ REFERENCE A ADD S~UOTURES. SWL JAN. CO,??ELL REINFORCED CONCRETE PAVEMENT 5.8. ¢,~?'* CHANGED MAX. SPACING FROM 600' TO 500'. swLSWL Nov.NOV' 'o4,o~ , * ~, TRANSVERSE JOINT SPACING STANDARD DETAIL ~% ADD NOTE 3. NO. LOCAL EXCEP~ON BY DA~ CITY OF COPPELL DALLAS COUNt, TEXAS /--CONCRETE PAVING. SEE APPLICABLE EXISTING PAVEMENT NEW PAVEMENT EXPANSION JOINT ~ ~ /STANDARD CONSTRUCTION DETAIL - I~ - SEE STANDARD CONSTRUCTION DETAIL 2050. I#4 X 24" DEFORMED DOWEL8"___ .-%1 X_ -=,,.- /FOR PAVING TYPE 12" ~, ,,- AT SAME SPACING AS / 5/4" DRILLED HOLES BLOWN ~ PAVEMENT BAR ~'o [?~ BARS EQUAL TO SIZE OF BARS C~EA. ~ DOWE~S ~ ~ ~~ BA~S o ~ I~ S~EC~ED ~. ~AVEME.T COATED WITH / EQUAL IN SIZE TO BARS //~/~x~ ' REINFORCEMENT NO FORM ~ 3" 9" NO FORM TYPICAL SUBGRADE SECTION SHALL EXTEND UNDER HEADER 8" ~ ~ ~ SEE APPLICABLE STANDARD CONSTRUCTION DETAIL FOR PAVING TYPE 2~ 18" 16" STREET HEADER FOR FUTURE PAVEMENT STREET HEADER AT EXISTING PAVEMENT N.T.S. N.T.S. ALL WORK BETWEEN HEADERS TO BARS EQUAL SIZE OF BARS SPECIFIED IN PAVEMENT BE DONE BY OTHERS UNLESS REINFORCEMENT OTHERWISE SPECIFIED. REINF. CONC. PVMT. ~ ~ ROUNDED TO 1/4" RAD. ' ,~SYMMETRICAL L 3 ABOUT ~ ~ A , CENTER LINE PAVEMENT ~ ~, x~ o~ BAR ~ ~ o~ ' _9"_ _ 5'0" NOTES: STREET HEADER AT RAILROAD 1. PAVEMENT BARS TO BE BENT DOWN INTO HEADER. N.T.S. 2. HEADER AND PAVEMENT SHALL BE MONOLITHIC. NOTE: STANDARDS ARE ABOP~B FROM THE NCTOG STANDARD BRA~NGS BATED NOV. '96, ~ LOCAL EXCEPTIONS. ~, ~: .¥;%, ~ . ~, STANDARD CONSTRUCTION DETAILS sm SPEC. REFERENCE REINFORCED CONCRETE PAVEMENT 8.5. '* :;' ' : ":¢ : STANDARD DETAIL ~ ~ STREET HEADERS ~ CHANGED HEADER BEAM WlD~ FROM 9~ TO 18". SWL FEB. '05 ~' ~'~ ..... '~ 2070 NO. LOCAL EXCEP~ON BY DATE CI~ OF COPPELL DALLAS COUNTY, TEXAS 20' ~/.-~CENTERLINE OF BRIDGE , , -, , , z~/"l -r 1--I ~ 1--f 1- I ~ . 4 BARS ON~CENTER~0% AND BOTTOM TRANSITION INTEGRAL CURB-FROM 9" TO HEIGHT OF ROADWAY CURB PLAN N.T.S. SELF-LEVELING SILICONE JOINT SEALER 1 1/2" CLEAR ~' '~. ' :v' "- ' ' '. .-'~ . ' '. ,'~", ' ~.. .' ~ '. ~ i~PAVEMENT BR~OE I ~' ~0. 4 BARS O~ 9" CENTERS~ A~UT.~NT _ 9'%, ~ i~ ~] j INSET o ~ 17" SECTION NOTE: STANDARDS ARE ADOP~D FROM THE NCTOG STANDARD N.T.S. BRA~NGS DATED NOV, '96, ~ LOCAL EXCEPTIONS, ~, ~: .¥ ~.%, ~ . ~, STANDARD CONSTRUCTION DETAILS s~. sP¢c. REFERENCE COFPELL REINFORCED CONCRETE PAVEMENT :' "' STANDARD DETAIL '~ .... .... ~ BRIDGE APPROACH SLAB ~% DELE~ "HOT POURED RUBBER JOINT SEALING COMPOUND". ADD "SELF-LE~LING SILICONE JOINT SEALER". SWL NOV. '05 , ~' :~"~ ..... ::~'" 2080 NO. LOCAL EXCEP~ON BY DATE CI~ OF COPPELL DALLAS COUNTY, TEXAS 50' R.O.W. NOTES: 1. ASPHALT PAVING BETWEEN CONCRETE CURB/GUTTER SHALL CONSIST 10'-1.,".'. 28'-51' !~)~-12~1 ~ OF A TYPE "B" BASE COURSE AND A TYPE "D" TOP COURSE. ~ TACK COAT AT-1 PAVING SHALL BE OF SUFFICIENT STRENGTH TO SUPPORT A , FACE OF GUTTER\ I ,, CONCENTRATED LOAD OF 4-0,000 POUNDS. 2.5 TYP I , - \ ~-6 TYP 2. CURB HEIGHT AND WIDTH SHALL BE 6", OR AS SPECIFIED 5 ~-- 2" TYPE "D" HMAC \ | BY CITY. SEE STANDARD CONSTRUCTION DETAIL 2120. ~--~ 1 %SURFACE COURSE \ I 3 3. SUBGRADE (MIN. REQUIREMENTS-UNLESS OTHERWISE % ':50. , o ,:bS~ II'r,71 APPROVED BY CITY ENGINEER). SUBGRADE UNDER ~~; Ir $ ANDALL PAVEMENTRE_MiXED SHALL6,, THIcKBE ANDINITIALLYsHALLMIXEDBE 8" THICK 1' TYP ~-~-L-~LLLLL~'-t-~-A-1. / ~-MIN. 6" CURB WITH 5" STABILIZED WITH 6% MIN. BY WEIGHT OF HYDRATED LIME ~ --/ / ...... -- / CROWN HEIGHT OR AS (GENERALLY 4-40 LBS./S.Y.) AND COMPACTED TO A DENSITY NOT / L_ 4" TYPE "B" HMAC I o ~,, / SPECIFIED BY CITY. SEE NOTE 2. LESS THAN 95% STANDARD PROCTOR DENSITY. / BINDER COURSE / ALTERNATIVE SUBGRADES, SUPPORTED BY LABORATORY L (FILL SECTIONS ONLY. TESTS, MAY BE SUBMITTED TO THE CITY ENGINEER SUBGRADE, TYP ALTERNATE REVERSE FOR APPROVAL. SEE NOTE 5 SLOPE ACCEPTABLE. 4. PAVEMENT SURFACE FINISH SHALL BE SMOOTH AND UNIFORM. ONE TRAVEL LANE & NOT TO EXCEED .3:1.) EACH PAVING COURSE SHALL HAVE A DENSITY OF NOT LESS THAN 95% OF THE STANDARD DENSITY ESTABLISHED BY THE TWO PARKING LANES TEXAS DEPARTMENT OF TRANSPORTATION BULLETIN C-14. 5. ALL DIMENSIONS TO BACK OF CURB AND IN FEET UNLESS OTHERWISE SHOWN. N.T.S. 6. FOR TRANSVERSE JOINT SPACING, SEE STANDARD CONSTRUCTION DETAIL 2060. 7. ASPHALT PAVING IS PERMITTED ONLY WITHIN THE HISTORIC OVERLAY ZONING DISTRICT AND ONLY WHEN AUTHORIZED BY A SPECIAL USE PERMIT (S.U.P.) APPROVED BY THE CITY COUNCIL. 8. ASPHALT PAVING NOT PERMITTED FOR NEW CONSTRUCTION OUTSIDE OF THE HISTORIC OVERLAY ZONING DISTRICT. N~h ¢~tr~l Texo~ ¢~nci~ of Gove~me~[s NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. ~ , ~: .¥ ~.%, ~ . ~ ,, STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE AOD TACk COAT NO=. SWLNOV. CO??ELL HOt MiX ASPHALTIC CONCRETE PAVEMENT 5.7 z~?,~ ADD SUBGRADE. SWL NOV. '04 ' ' ' "' ; STANDARD DETAIL '~ .... .... ~ TWO LANE UNDIVIDED THOROUGHFARE ~ ADD NOTES. SWL NOV. '03 ' ~, NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS ~-~ R /~ R ~ 1:3 BATTER ~ l ~I ~ ~- ~ 1:3 BATTER ~ a_ - ~ /-1 1/2" R. ~ 1 1/2" R. ~~ > 5/8" R INTEGRAL CURB & GUTTER . 2.5' (30") . TYP N.T.S. SEPARATE CURB ~ CUTTER N.T.S. NOTES: 1. REINFORCEMENT SHALL BE ¢5 BARS UNLESS OTHERWISE SPECIFIED. 2. CONCRETE SHALL BE CLASS "C", UNLESS OTHERWISE SPECIFIED. NOTE: STANDAEDS ARE ADOP~D FROM THE NCTOG STANDARD DRA~NGS DATED NOV. '96, ~ LOCAL EXCEPTIONS. ~ ~ ~: ,¥ ~,%, ~ , ~ ,~ STANDARD CONSTRUCTION DETAILS s~. SPEC. REFERENCE COFFELL CONCRETE CURB AND GUTTER 8.2. .....:. ; STANDARD DETAIL '~; : ~ INTEGRAL AND SEPARATE ~% CHANGED BIMENSION FROM 7" TO 6".. SWL NOV. '03 ' ~, NO. LOCAL EXCEP~ON BY DATE CI~ OF COPPELL DALLAS COUNTY, TEXAS -CLASS "C" CONCRETE MEDIAN PAVEMENT 2" SCH. 40 P.V.C . DOVE GRAY \ FORMED KEY WAY ~ BLOCKOUT MEDIAN PAVING FOR POURED MONOLITHIC WITH STREET PAVING. FIRST POUR ELECTRICAL CONDUIT. BURIAL \ SEE NOTE 4 \ SIGNAL FOUNDATION OR PULL \ 10' LIMITS OF FORMED KEY WAY DEPTH 3' BELOW FINISHED GRADE ~ \ BOX OR LUMINARY (IF LOCATIONS \ "/ 14" PAVING "" LENGTH VARIES, 5' MIN. ' \ \ KNOWN AND NOT INSTALLED WITH % 7' ~ 10' , \ 6" THICK MEDIAN PAVING PAVING) SLOPED NOSE B-~ ~ LENGTH VARIES, ,5' MIN. \ I_ LEFT TURN LANE MEDIAN PAVEMENT, FIRST POUR SEE NOTE 4 '--6" N.T.S. MEDIAN PAVEMENT. STAMPED CONCRETE TO BE USED IN "IMAGE ZONES". SEE NOTE 2. '-lU' SECOND POUR. o n = 7' ~ /~KEY WAY, SEE LEFT TURN LANE MEDIAN PAVEMENT, SECOND POUR I, 5 7 """~ KEY WAY% ""-' >. ~ ~v LAP 30 DIA's W/ ROADWAY LSUBGRADE , PAVING AND TIE BOTH ENDS OF LAP SEE NOTE 3 ~, ~, ~ ~ ~, ~ ~, SECTION A-A / s" O.C.E.W. N.T.S. SUBGRADE SECTION B-B, FIRST POUR LAP 3O DIA'~ W/ ROADWAY NOTES: SEE NOTE 3 PAVING AND TIE 1. ALL DIMENSIONS TO BACK OF CURB AND IN FEET UNLESS OTHERWISE SHOWN N.T.S. 2. STAMPED. COLORED CONCRETE MEDIAN PAVING SHALL BE USED IN 6" CONCRETE MEDIAN PAVING--~ ~TOOLED JOINT WITH CONSTRUCTION LOCATIONS DESIGNATED AS "IMAGE ZONES" BY THE~ /SiLiCONE SEALER STREETSCAPE PLAN SECTION OF THE CITY OF COPPELL SUBDIVISION ORDINANCE AND THE CITY OF COPPELL STAMPED CONCRETE ORDINANCE 2002-979. ...... ~r ~~ /--EXISTING STREET PAVING STANDARD CONCRETE MEDIAN PAVING SHALL BE USED IN LOCATIONS EXISTING STREET ~**vH~ / ~;, ¢ % ~ /AND SUBGRADE THAT ARE NOT DESIGNATED AS "IMAGE ZONES". .. ., . .. ALL PAVEMENT SHALL BE INITIALLY MIXED 8" THICK~ % / AND RE-MIXED 6" THICK AND SHALL BE~ STABILIZED WITH 6% MIN. BY WEIGHT OF HYDRATED LIME · LESs(GENERALLYTHAN 95%+4'0STANDARDLBS'/S'Y') PROCToRAND COMPACTEDDENSiTY. TO A DENSITY NOT ~ ~ ~: ~, ~, ~ ~ ~, ~ ~, ~ ALTERNATIVE SUBGRADES, SUPPORTED BY LABORATORY TESTS, MAY BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. SEE STANDARD CONSTRUCTION DETAIL 20 0 FOR KEY WAY DIMENSIONS / / 5. MEDIAN PAVING SHALL EXTEND TO POINT WHERE MEDIAN IS 8' WIDE B-B. NO. 3 BARS ON 18''--/ SUBGRADE~ --#3 X 12" BENT BAR 18" O.C. IF MEDIAN IS 8' WIDE OR GREATER, PAVING SHALL EXTEND 15' FROM NOSE. CTRS. BOTH WAYS. SEE NOTE ,.'5 DOWEL INTO EXISTING CURB .o.~.o~,~ .... o~,,o,~ ..... ~. ~ SECTION C-C. SECOND POUR NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. N.T.S. STD. SPEC. REFERENCE CO??ELL MEDIAN ISLAND PAVEMENT 7.4., 8.4. ; !~,~ ,~ STANDARD DETAIL ~ THIS STANDARD CONSIRUCIION DETAIL IS NOI ADOPTED FROM THE NOV. '9~ NCICOG SIANDARD DRAWINGS. SWL ~AN. '05 LEFT TURN LANE WITH SLOPE-END NOSE ' 2130 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS /--CLASS "C" CONCRETE MEDIAN PAVEMENT /--BERMUDA GRASS COVERING /-6" THICK CLASS "C" CONCRETE ~ ~~ / ~ ~ ~ ~ ~ ~ /POURED MONOLITHIC~ WITH STREET PAVING ~ /MEDIAN PAVEMENT.N "IMAGESTAMPEDzoNES".CONCRETEsEE NOTE 2. / Al / %/_______N~ tA FORMED KEY WAY ~- SEE NOTE 4 X ~--'"'11 ,/ -z. 5' R X-7' 7' ~ ~-- --,.~ 6" THICK LIMITS OF FORMED KEYWAY S-OPED NOSE " MEDIAN PAVING "" c5 X DIMENSIONS OF MEDIAN NOSE CONCRETE NOSE FOR MEDIAN ISLAND, FIRST POUR Y= 15' x= 28.4' Y = 16' X = 29.5' CONCRETE NOSE FOR MEDIAN ISLAND, SECOND POUR N.T.S. Y = 17' X = 30.6' N.T.S. ~__ 7' .= Y -- 18' X = 31.6' t 1-- NOTE 4 [ 5 /~. FACE OF -~ ~ ~-.~:~ ~ BERMUDA GRASS COVERING / SLOPED MEDIAN NOSE OR APPROVED EQUAL 1 SUBGRA ,,z,~ ~< SEE NOTE 5 SECTIONN.T.S. A-A m~<-'>° S N.T.S. NOTES: 1. ALL DIMENSIONS TO BACK OF CURB AND IN FEET UNLESS OTHERWISE SHOWN SEE NOTE 5 6" MEDIAN PAVING 2. STAMPED, COLORED CONCRETE MEDIAN PAVING SHALL BE USED IN CONSTRUCTION LOCATIONS DESIGNATED AS "IMAGE ZONES" BY THE STREETSCAPE PLAN SECTION OF THE CITY OF COPPELL SUBDIVISION ORDINANCE AND THE CITY OF COPPELL STAMPED CONCRETE ORDINANCE 2002-979. EXISTING STREET PAVING AND SUBGRADE -~ STA.~A.~ CO.C.~T~ .~,*..AV,.~ S.A" .~ ~S~ ,. 'OC*T,O.S , ------~. ,~--~~---~--r"'-- : : _' _'~ ~ T, AT ,OT ^S ZO, S". 3. SUBGRADE (MIN. REQUIREMENTS-UNLESS OTHERWISE APPROVED BY CITY ENGINEER). SUBGRADE UNDER \-~. ALL PAVEMENT SHALL BE INITIALLY MIXED B" THICK AND RE-MIXED 6" THICK AND SHALL BE STABILIZED WITH 6% MIN. BY WEIGHT OF HYDRATED LIME (GENERALLY +~0 LBS./S.Y.) AND COMPACTED TO A DENSITY NOT LESS THAN 95% STANDARD PROCTOR DENSITY. #5 X 12" BAR 12" O.C. NO. 5 BARS ON 18 ALTERNATIVE SUBGRADES, SUPPORTED BY LABORATORY DOWEL INTO MEDIAN CURB SEE NOTE ~ CTRS. BOTH WAYS TESTS, MAY BE SUBMITTED TO THE CITY ENGINEER SECTIONC-C,SECOND POUR FOR APPROVAL. N.T.S. 4. SEE STANDARD CONSTRUCTION DETAIL 2050 FOR KEY WAY DIMENSIONS NOTE: STANDARDS ARE ADOPTED FROM THE NCT06 STANDARD DRAWINGS BATED NOV. '96, WITH LOCAL EXCEPTIONS. STD. SPEC. ¢ ~ ?, , ~ ~ STANDARD CONSTRUCTION DETAILS REFERENCE CO??ELL MEDIAN ISLAND PAVEMENT 7.4., 8.4. ~" MEDIAN ISLAND WITH o-~ ~°~:-:~ NOSE STANDARD DETAIL ~ THIS STANDARD CONSTRUCTION DETAIL IS NOT ADOPTED FROM THE NOV. '96 NCTCOO STANDARD DRAWINGS. SWL D~C. 'o, ' "': ..... "~'~ 2140 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS Y = 15' X = 28.4' Y = 16' X = 29.5' Y = 17' X = 30.6' Y = 18' X = 31.6' 20'-50' COMMERCIAL 12'-24' RESIDENTIAL .~ COMMERCIAL DRIVEWAY DECORATIVE PAVING F SEE STANDARD CONSTRUCTION DETAIL 2190 EXPANSION dOINT AT SIDEWALK~ ~ ~ [ ~ EXPANSION dOINT AT R.O.W. ~ ~ THICKNESS TRANSITION, TYP. ~ ~ / o ~X ~ o I ~,, i < 1~ 4" THICK SIDEWALK M THICK SIDEWALK ~ > BB , NON-WALKING , ~ TOOLED ~ ' BACK OF CURB' ~ ~¢ SURFACE ~¢ ~/ ' ., < /~ JOINT ~ m ~ I NOTES: ~ A ~ 1. MIN. PAVEMENT DEPm AND STRENGTH SHALL 6" SIDEWALK PAVING CONSTRUCTION JOINT BE 6" - CLASS "C", OR AS SPECIFIED BY CITY. ~ ~ IF NOT MONOLITHIC DRIVEWAY WIDTH/2 + 20' REF. WITH STREET PAVING 2. CURB HEIGHT AND WlD~ SHALL BE 6", OR AS SPECIFIED BY CITY. SEE STANDARD CONSTRUCTION DETAIL 2120. 3. SUBGRADE (MIN. REQUIREMENTS-UNLESS OTHERWISE APPROVED BY CITY ENGINEER). SUBGRADE UNDER ALL PAVEMENT SHALL BE INITIALLY MIXED 8" THICK AND RE-MIXED 6" ~ICK AND SHALL BE STABILIZED WI~ 6% MIN. BY ~IGHT OF HYDRATED LIME (GENERALLY ~40 LBS./S.Y.) AND COMPAC~D TO A DENSI~ NOT LESS THAN 95% STANDARD PROCTOR DENSI~. ALTERNA~ SUBGRADES, SUPPORTED BY LABORATORY TES~, MAY BE SUBMIT~D TO THE CI~ ENGINEER FOR APPROVAL. 4. PAVEMENT SURFACE FINISH SHALL BE TRANS~RSE TO ~AFFIC LANES AND SHALL BE BAKER BROOM FINISH UNLESS O~ERWlSE SPEClFED BY CITY. 5. ALL DIMENSIONS TO BACK OF CURB AND IN FEET UNLESS O~ER~SE SHOWN. 6. WIDES AND SLOPES MAY VARY. ALL ACCESSIBLE ROU~S MUST CONFORM TO A.D.A. AND T.A.S. REGULATIONS. NO~: STANDARDS ARE ADOPTED FROM THE NCTO6 STANDARD DRA~NGS DATED NOV. '96, ~TH LOCAL EXCEP~ONS. STD. SPEC. ¢ ~ ~ ,, . ~ , STANDARD CONSTRUCTION DETAILS REFERENCE COFFELL DRIVEWAY APPROACH 4.6., 5.8., 7.4., 8.3. "~ TYPE "A" STANDARD DETAIL ~ISSTANBARBCONS~UC~ONBETAILISNOTABOP.BFROM~ENOV.'96NCTOOGSTANBARBBRA~NGS. SWL '"': ..... "'" 2150 1 NO. LOCAL EXCEP~ON BY DA~ CITY OF COPPELL DALLAS COUNt, TEXAS -- ~ /~NO. 3 BARS ON 18" / >-~ c5! /CTRS. BOTH WAYS ~ ¢ ~ >> , /~ STREET WITH / 6" CURB 1.00 USUAL / SIDEWALK (SPECIFIED WIDTH) DRIVEWAY RUN (SLOPE VARIES)/ MAX. CROSS SLOPE 1:50 LENGTH (MAY VARY) SUBGRADE J SEE NOTE 3 SECTION A-A N.T.S. 1:20 MAX. __1:20 MAX. SUBGRADE COMPACTED TO A DENSITY NOT LESS THAN 95% STANDARD PROCTOR DENSITY 4" SIDEWALK, SLOPE SHALL NOT EXCEED 1:20 6" SIDEWALK, SLOPE SHALL NOT EXCEED 1:20 4" SIDEWALK, SLOPE SHALL NOT EXCEED 1:20 CROSS SLOPE SHALL NOT EXCEED 1:50 CROSS SLOPE SHALL NOT EXCEED 1:50 CROSS SLOPE SHALL NOT EXCEED 1:50 SECTION B-B N.T.S. NOTE: STANDARDS ARE ADOPTER FROM THE NCT06 STANDARD DRAWINGS BATED NOV. '96, WITH LOCAL EXCEPTIONS. ¢, ?, , ~ ~ STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO,??ELL DRIVEWAY APPROACH 4.6., 5.8., 7.4., 8.3. '" TYPE "A" STANDARD DETAIL THIS STANDARD CONSTRUCTION DETAIL IS NOT ADOPTER FROM THE NOV. '96 .CTCO(; STANDARD DRAWINGS. SWL ,A.. '"': ..... 2150 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS 20'-30' COMMERCIAL 12'-24' RESIDENTIAL ~w ~ ~ r~ T F~ ; :z~ : ~ COMMERCIAL DRIVEWAY DECORATIVE PAVING / ~ j [ / SEE STANDARD CONSTRUCTION DETAIL 2190 J I VI / II EXPANSION JOINT AT SIDEWALK W EXPANSION JOINT AT R,O.W, ~ // THICKNESS TRANSITION, TYP. / V/ [[ D> / R.O.W. ~ /~ ~ ~ ~ O' .~ SURFACE ~/ ~ ~~ X 5 ~ ~ ~ SURFACE ~ J OF o < Bjl ~ SIDEWALK ~~ 4" THICK ~ 6" SIDEWALK PAVING~ I~ A ~CONSTRUCTION JOINT DRIVEWAY WIDTH/2 + 20' REF. IF NOT MONOLITHIC NOTES: WITH STREET PAVING 1. MIN. PAVEMENT DEPTH AND STRENGTH SHALL BE 6" - CLASS "C", OR AS SPECIFIED BY CI~. 2. CURB HEIGHT AND WIDTH SHALL BE 6", OR AS SPECIFIED BY CI~. SEE STANDARD CONS~UC~ON DETAIL 2120. 5. SUBGRABE (MIN. REQUIREMENTS-UNLESS OTHERWISE APPROVE BY CITY ENGINEER). SUBGRABE UNDER ALL PAYMENT SHALL BE INI~ALLY MIXED 8" THICK AND RE-MIXED 6" THICK AND SHALL BE STABILIZED WI~ 6% MIN. BY WEIGHT OF HYDRA~D LIME (GENERALLY ~40 LBS./S.Y.) AND COMPACTED TO A DENSITY NOT LESS THAN 95% STANDARD PROCTOR DENSITY. AL~RNATIVE SUBGRABES, SUPPORTED BY LABORATORY TESTS, MAY BE SURMISED TO THE CITY ENGINEER FOR APPROVAL. 4. PAYMENT SURFACE FINISH SHALL BE TRANSVERSE TO TRAFFIC LANES AND SHALL BE BAKER BROOM FINISH UNLESS OTHER~SE SPEClFED BY CI~. 5. ALL DIMENSIONS TO BACK OF CURB AND IN FEET UNLESS OTHER~SE SHO~. 6. ~DTHS AND SLOPES MAY VARY. ALL ACCESSIBLE ROUTES MUST CONFORM TO A.B.A. AND T.A.S. REGULATIONS. NO~: STANDARDS ARE ADOPTED FROM THE NCT06 STANDARD BRA~NGS BATED NOV. '96, ~TH LOCAL EXOEP~ONS. STD. SPEC. ¢ ~ ~, , ~ . STANDARD CONSTRUCTION DETAILS REFERENCE COFFELL DRIVEWAY APPROACH 4.6., 5.8., 7.4., 8.3. '~ TYPE "B" STANDARD DETAIL ~ ~ISSTANDARBCONS~UC~ONDETAILISNOTADOP=DFROM~ENOV.'96NCTOOGSTANDARDDRA~NGS. SWL dAN.'05 ' ""* .....""~ 2155 1 N0. LOCAL EXCEP~ON BY DA~ CITY OF COPPELL DALLAS COUNt, TEXAS ~ /~NO 5 BARS ON 18" / >- ~ d l / CTRS. BOTH WAYS ~ ¢: ~: ~: ~ /~STREET WITH CURB I 1.00 USUAL SIDEWALK (SPECIFIED WIDTH) DRIVEWAY RUN (SLOPE VARIES)/ MAX. CROSS SLOPE 1:50 LENGTH (MAY VARY) SUBGRADE J SEE NOTE 5 SECTION A-A N.T.S. ~ 1:20 MAX. 1:20 MAX. LUBGRADE COMPACTED TO A DENSITY NOT LESS THAN 95% STANDARD PROCTOR DENSITY 4" SIDEWALK, SLOPE SHALL NOT EXCEED 1:20 6" SIDEWALK, SLOPE SHALL NOT EXCEED 1:20 4" SIDEWALK, SLOPE SHALL NOT EXCEED 1:20 CROSS SLOPE SHALL NOT EXCEED 1:50 CROSS SLOPE SHALL NOT EXCEED 1:50 CROSS SLOPE SHALL NOT EXCEED 1:50 SECTION B-B N.T.S. NOTE: STANDARDS ARE ADOPTED FROM THE NCT06 STANDARD DRAWINGS BATED NOV. '96, WITH LOCAL EXCEPTIONS. ¢ ~ ?, . ~ ~ STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO??ELL DRIVEWAY APPROACH 4.6., 5.8., 7.4., 8.3. '" TYPE "B" STANDARD DETAIL THIS STANDARB CONSTRUCTION DETAIL IS NOT ADOPTED FROM THE NOV. '96 NCTOOG STANDARB DRAWINGS. SWL ,A,.'o, '"': ..... 2155 2 NO, LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS I I NOTES: 2.50 10.00 2.50 1. MIN. PAVEMENT DEPTH AND STRENGTH SHALL -'~ ALLEY BE 6" - CLASS "C", OR AS SPECIFIED BY CITY. I I 2. CURB HEIGHT AND WIDTH SHALL BE 6", OR AS SPECIFIED I -,, 15.00 ,- BY CITY. SEE STANDARD CONSTRUCTION DETAIL 2120.I A R.O.W. I 3. SUBGRADE (MIN. REQUIREMENTS-UNLESS OTHERWISE __..~ APPROVED BY CITY ENGINEER). SUBGRADE UNDER I~ I ALL PAVEMENT SHALL BE INITIALLY MIXED 8" THICK I ~ I AND RE-MIXED 6" THICK AND SHALL BE STABILIZED WITH 6% MIN. BY WEIGHT OF HYDRATED LIME (GENERALLY :1:40 LBS./S.Y.) AND COMPACTED TO A DENSITY NOT LESS THAN 95% STANDARD PROCTOR DENSITY. ALTERNATIVE SUBGRADES, SUPPORTED BY LABORATORY EXPANSION JOINT TESTS, MAY BE SUBMITTED TO THE CITY ENGINEER I I FOR APPROVAL. I 4-. PAVEMENT SURFACE FINISH SHALL BE TRANSVERSE TO TRAFFIC LANES AND SHALL BE BAKER BROOM FINISH UNLESS OTHERWISEL~ MAINTAIN POSITIVE FLOW OF SPECIFED BY CITY. STORM WATER FROM ALLEY 5. ALL DIMENSIONS TO BACK OF CURB AND IN FEET UNLESS OTHERWISE SHOWN. INVERT TO STREET GUTTER LINE 6. WIDTHS AND SLOPES MAY VARY. ALL ACCESSIBLE ROUTES MUST CONFORM I TO A.D.A. AND T.A.S. REGULATIONS. I/I J I p.T. P.T. I / TERMINATE ALLEY INVERT~ I-- I EXPANSION JOINT AT SIDEWALK __ , , I THICKNESS TRANSITION "~'~~ '~ dX .© ICK SIDEWALK TOOLED JOINT 11.20 o o- ~ AT P.T. ~ ~o ~) 0 0 4" THICK SIDEWALK 6" THICK SIDEWALK J j B NON-WALKING * * * ~ ~ -* o::: ~ SURFACE * * '~ ~'"'./' * ~.. n 4" THICK SIDEWALK 6" THICK SIDEWALK I M = ~ ~ THICK SIDEWALK ~ * * ~ '~ * * ~ NON-WALKING * * * o,, :,~.,, ,-,~ ............ TOOLED ~__ --'~"- 15. O0 o CONSTRUCTION JOINT ~ IF NOT MONOLITHICA"'"" 6" SIDEWALK PAVING WITH STREET PAVING 25.6 NOTE: STANDARDS ARE ADOPTED FROM THE NCT06 STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. ¢ ~ ? ,, . ,, ,, STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO,??ELL ALLEY APPROACH 4.6., 5.8., 7.4., 8.3. ~" RADIUS RETURN TYPE STANDARD DETAIL '"': ..... 2160 1 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS ~ z~NO. 5 BARS ON 18" ~ ~','mJ r~ / CTRS. BOTH WAYS ~ ~ ~. ----- ALLEY PAVING SLOPE AS z / ~ ~_ APPROVED BY CITY, 1:50 MIN._ ua ~ ~ ~/~STREET WITH SUBGRADE SEE NOTE 5 SIDEWALK (SPECIFIED WIDTH) ALLEY ENTRANCE RUN MAX. CROSS SLOPE 1:50 LENGTH (MAY VARY) SECTION A-A N.T.S. ~ 1:20 MAX. 1:20 MAX. ~ SUBGRADE COMPACTED TO A DENSITY NOT LESS THAN 95% STANDARD PROCTOR DENSITY 4" SIDEWALK, SLOPE SHALL NOT EXCEED 1:20 6" SIDEWALK, SLOPE SHALL NOT EXCEED 1:20 4" SIDEWALK, SLOPE SHALL NOT EXCEED 1:20 CROSS SLOPE SHALL NOT EXCEED 1:50 CROSS SLOPE SHALL NOT EXCEED 1:50 CROSS SLOPE SHALL NOT EXCEED 1:50 SECTION B-B N.T.S. NOTE: STANDARDS ARE ADOPTED FROM THE NCT06 STANDARD DRAWINGS DATED NOV, '96, WITH LOCAL EXCEPTIONS, ¢, ?, , ~ ~ STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO??ELL ALLEY APPROACH 4.6., 5.8., 7.4., 8.3. '" RADIUS RETURN TYPE STANDARD DETAIL " sSTANDARDC Ns "ucTI NDETA L SN TAD PTEDF "EN v..9 NCT S. ANDARDDRAWIN s. SWL ,AN.'O '"': ..... 2160 2 NO.LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS iI i I I I I NOTES: I= 15.00 --II 1. MIN. PAVEMENT DEPTH AND STRENGTH SHALL I R.O.W. BE 6" - CLASS "C", OR AS SPECIFIED BY CITY. II I 2. CURB HEIGHT AND WIDTH SHALL BE 6", OR AS SPECIFIED 2.50__ _ 10.00 2.50 BY CITY. SEE STANDARD CONSTRUCTION DETAIL 2120. ALLEY 3. SUBGRADE (MIN. REQUIREMENTS-UNLESS OTHERWISE APPROVED BY CITY ENGINEER). SUBGRADE UNDER --~ ALL PAVEMENT SHALL BE INITIALLY MIXED 8" THICK AND RE-MIXED 6" THICK AND SHALL BE I ~ I STABILIZED WITH 6% MIN. BY WEIGHT OF HYDRATED LIME~ I (GENERALLY ±40 LBS./S.Y.) AND COMPACTED TO A DENSITY NOT LESS THAN 95% STANDARD PROCTOR DENSITY. ALTERNATIVE SUBGRADES, SUPPORTED BY LABORATORY I TESTS, MAY BE SUBMITTED TO THE CITY ENGINEER I FOR APPROVAL. EXPANSION JOINT 4. PAVEMENT SURFACE FINISH SHALL BE TRANSVERSE TO TRAFFIC I LANES AND SHALL BE BAKER BROOM FINISH UNLESS OTHERWISE I SPECIFED BY CITY. I MAINTAIN POSITIVE FLOW OF 5. ALL DIMENSIONS TO BACK OF CURB AND IN FEET UNLESS OTHERWISE SHOWN. 6. WIDTHS AND SLOPES MaY varY. ALL ACCESSIBLE ROUTES MUST CONFORM I~ STORM WATER FROM ALLEY TO A.D.A. AND T.A.S. REGULATIONS. INVERT TO STREET GUTTER LINE I I 0 ¢¢ >- EXPANSION JOINT AT SIDEWALK ~ I od THICKNESS TRANSITION, TYP. ~I o o 0 0 T 4" THICK SIDEWALK ~ 6" THICK SIDEWALK 7.00 M 4" THICK SIDEWALK hI B B . S~URFA~E . JOINT <.-. 20.00 I 22.00 o SIDEWALK PAVING - A CONSTRUCTION JOINT IF NOT MONOLITHIC NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD WITH STREET PAVING DRAWINGS BATED NOV. '96, WITH LOCAL EXCEPTIONS. .... ¢, ?, ., , STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO,??ELL ALLEY APPROACH REPLACEMENT 4.6., 5.8., 7.4., 8.3. ~" FLARED TYPE STANDARD DETAIL ~ THIS STANDARB CONSTRUCTION DETAIL IS NOT ADOPTED FROM THE NOV. '96 NCTOOG STANDARD DRAWINGS. SWL JAN.'05 ' ""* .....""~ 2165, NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS ~ /~NO. 5 BARS ON 18" ~ ~uJ~ ~ / CTRS. BOTH WAYS ~ ~a ~. -- ALLEY PAVING SLOPE AS z / ~ ~_ APPROVED BY CITY, 1:50 MIN. '" ~ ~ j~ ~ ~ STREET WITH ~~ i ii J , ~ ~ ~ ~ -/ 6" CURB SEE NOTE 3 SIDEWALK (SPECIFIED WIDTH) ALLEY ENTRANCE RUN MAX. CROSS SLOPE 2% LENGTH (MAY VARY) SECTION A-A N.T.S. 1:20 MAX. ~1:20 MAX. SUBGRADE COMPACTED TO A DENSITY NOT LESS THAN 95% STANDARD PROCTOR DENSITY 4" SIBEWALK, SLOPE SHALL NOT EXCEEB 1:20 6" SIBEWALK, SLOPE SHALL NOT EXCEEB 1:20 4" SIBEWALK, SLOPE SHALL NOT EXCEEB 1:20 CROSS SLOPE SHALL NOT EXCEEB 1:50 CROSS SLOPE SHALL NOT EXCEED 1:50 CROSS SLOPE SHALL NOT EXCEEB 1:50 SECTION ~.I.S. HOE: STANDARDS ARE ADOPTED FROM THE NCTO6 STANDARD BRA~NGS EATER NOV. '96, ~TH LOCAL EXOEP~ONS. ¢, ~ , . ~ , STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO, FFELL ALLEY APPROACH REPLACEMENT 4.6., 5.8., 7.4., 8.3. ~ FLARED TYPE STANDARD DETAIL ~'SSTANDARBOONS~UC~ONDETAILISNOTADOP~DFRO"~ENOV.'96NOTOOOSTANDARDDRA~N6S. SWL '"': ..... 2165 2 NO. LOCAL EXCEP~ON BY DA~ CITY OF COPPELL DALLAS COUNt, TEXAS R.O.W.'--~ i 1/2" DOWELED EXPANSION JOINT WITH , , /--CONCRETE ROADWAY EXPANSION JOINT FILLER EVERY 40' ~ SEE SECTION B-B '~: 4' 4' 4' 0 ~ ~/ -~-A ~ 5' MIN. FOR SIDEWALK ALONG DIVIDED THOROUGHFARE ~' ~/MARK~d I > 6' MIN. FOR SIDEWALK ADJACENT TO CURB OF ROADWAY I j-~A -- -- M---R~-W~----~-, ~LIGHT BRUSH FINISH, TRANSVERSE R.O.W. \ T-#3 BARS, SPACED AS SHOWN IN SIDEWALK TO BE PLACED 1' FRO . . . UNLESS OTHERWISE SPECIFIED BY CITY ~ %SECTION A-A AND SECTION B-B PLAN \ \ I SELF-LEVELING SILICONE N.T.S. \ \ ,, SEALER AT COLD JOINT _tN 5/B R~--__ \~I1/2" NON-EXTRUDED PRE-FORMED \EXPANSION MATERIAL AND SELF-LEVELING SILICONE SEALER \5/8" RADIUS ON WALK EDGE AND ADdAOENT EDGE -- 'LEXISTING SIDEWALK I \ , 6' SIDEWALK WIDTH WHEN ADJACENT TO CURB , I ~ ~12" .- 5' SIDEWALK WIDTH WHEN ADJACENT TO INLET 6,, ~__ ~! INLET_I-~ ~ 6" #3 X 12" BAR 18" O.C. 12"~-" DOWEL INTO EXISTING SIDEWALK = = E AVATE EXISTING SUBGRADE AS SHOWN. , 1:50 MAX. POUR CONCRETE FOOTING MONOLITHIC WITH ---- --F NEW SIDEWALK AS DIRECTED BY CITY CURB--~ / ~ .... t~ % SIDEWALK REPAIR , ?~ N.T.S. - 4._ T BRUSH FINISH, TRANSVERSE ~--#5 X 12" BENT BAR 24" O.C. LESS THAN 95% STANDARD PROCTOR DENSITY. ~ -- 1/2" REDWOOD EXPANSION MATERIAL SUBGRADE COMPACTED TO A DENSITY NOT ~-#5 BARS 24" O.C. \TRANSVERSE DOWEL INTO CURB OR INLET AND SELF-LEVELING SILICONE SEALER JOINT LUG DETAIL FOR SIDEWALK ADJACENT TO CURB OR INLET ~5/8"R.~-.-.._ ._.,45"M~M,~-lIN' NOTE: N.T.S. -"L 1. WIRE MESH REINFORCEMENT IS NOT PERMITTED. ~'~._% =~,¢' SPECIFIED WIDTH/ TU'~. -~--1'/,k_';" % !; /T~ET)~pAANNS~iUoCNE!~ApP' 2. CROSS SLOPE OF SIDEWALK SHALL BE 1:50 MAX. ~ /~ /I#5 BARS 18" O.C ,'' 5. SIDEWALK WIDTH OTHER THAN 4'-0" MAY BE SPECIFIED BY CITY. ' /t.,i]~_t2 5. ALL HONEYCOMB IN BACK OF CURB SHALL BE TROWEL-PLASTERED BEFORE POURING SIDEWALK. ""~- _~ Z 72, ' SMOOTH#4 X 24" 6. LUG MAY BE FORMED BY SHAPING SUBGRADE TO APPROXIMATE DIMENSIONS SHOWN. ~ OF DOWEL BE ROUND 7. SIDEWALK SURFACE FINISH SHALL BE TRANSVERSE TO DIRECTION OF TRAVEL 1 " BAR 24" O.C. COATED WITH RELEASE AGENT AND SHALL BE LIGHT BROOM FINISH. 8. WIDTHS AND SLOPES MAY VARY. ALL ACCESSIBLE ROUTES MUST CONFORM SECTION A-A SECTION B-B TO A.D.A. AND T.A.S. REGULATIONS. N.T.S. N.T.S. NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV, '96, WITH LOCAL EXCEPTIONS, ~ MODIFIED NOTES. SWL FEB. '04 STANDARD CONSTRUCTION DETAILS STD. SPEC. ~ CHANGED LONGITUDINAL BARS SPACING FROM 24" TO 18". SWL FEB. '04 , ~ ~ . REFERENCE ~ DELETED SAND C'SH'ON. SPEO'F'ED COMPACTED SUBGRADE. SWL FEB. '0' CO'F?ggg REINFORCED CONCRETE SIDEWALK 2.2., 8.3., 7.4. ~*,?¢ MODIFIED JOINT LUG DETAIL. SWL FEB. 'o4 '" JOINTS AND SPACING STANDARD DETAIL OHANGED SIDEWALK WIDTH,. SWL ' ..... 2170 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS 7~ "='~'~;~: ' 1. PROVIDE VERTICAL EXPANSION IN ::;: WALL AT 25' MAX. SPACING (USE :/ : EXPANSION JOINT, STANDARD DRAWING CLASS "A" CONCRETE NO. 2050, AND MODIFY AS REQUIRED) 2. WALL DESIGN ASSUMES NO ~ ~ SURCHARGE. A SPECIAL co n,'~ ENGINEERING ANALYSIS IS ua REQUIRED FOR OTHER ~ CONDITIONS. ~ ~ ~ :::: ~ 5. WALLS WITH A HEIGHT GREATER THAN ~ 9" x 12" CONTINUOUS POCKET OF CLEAN , ~ ~ ~ ~ COARSE 5/8" TO 1 1/2" GRAVEL 4 SHALL BE DESIGNED BY A TEXAS ~ ~ ~ / WITH FILTER FABRIC - REGISTERED PROFESSIONAL ENGINEER. :~('~o :¢,/~C: ~ / 5 P.V.C. WEEP HOLES AT 10 '?~':~;~,'"¥~:?/~:~ '~)/ (F.L 2" ABOVE SIDEWALK) 't¢!E *~;~,, KEY WAY CONSTRUCTION JOINT~ BACKFILL WITH SAND- ~5 BARS AT 12" CNTR', ~ ~ ~"U¢~ ~ ~ ~ REMOVAL ~ AFTER FORM BOTH WAYS (USE ~4 BENT BARS WHERE H EXCEEDS 3')~ 6" COMPACTED SUBGRADE - 95% MINIMUM DENSITY PER ASTM D 698. RETAINING WALL WITH INTEGRAL SIDEWALK N.T.S. CLASS "A" CONCRETE ~9" x 12" CONTINUOUS POCKET OF CLEAN //COARSE 5/8" TO 1 1/2" GRAVEL ~ WITH FILTER FABRIC / 5 P.V.C. WEEP HOLES AT 10 '~)/ (F.L 2" ABOVE SIDEWALK) KEY WAY CONSTRUCTION JOINT~ ~/--% WITH 5 X 2 BLOCKOUT 1' NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS BATED NOV. '96, WITH LOCAL EXCEPTIONS. ~ ADD NOTE 3. SWL FEB. '04 STANDARD CONSTRUCTION DETAILS STD. SPEC. ~ CHANGED COMPACTION PERCENTAGE FROM 90% TO 95%. SWL FEB. 'o4 ,.. ,, ,. REFERENCE A CHANGED SAND ~,C~NESS FROM ~- TO .. SWL FE~. 'o~ CO,??ELL REINFORCED CONCRETE RETAINING WALL 2.2., 8.3., 8.7., 7.4. ~*,?¢ SPECIFIED KEY WAY JOINT. SWL FEe. '0~ '" INTEGRAL WITH SIDEWALK STANDARD DETAIL ~ CHANGED MAXIMUM WALL HEIGHT FROM 5' TO ¢', SWL '~". '0' ' "': ..... "'" 2180 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS NOTES: 1. ALL DIMENSIONS TO BACK OF CURB AND IN FEET UNLESS OTHERWISE SHOWN 2. STAMPED, COLORED CONCRETE CROSSWALK PAVING SHALL BE USED IN CONSTRUCTION LOCATIONS DESIGNATED AS "IMAGE ZONES" BY THE STREETSCAPE PLAN SECTION OF THE CITY OF COPPELL SUBDIVISION ORDINANCE AND CONSTRUCTED IN ACCORDANCE WITH THE CITY OF COPPELL STAMPED CONCRETE ORDINANCE 2002-979. STANDARD CONCRETE PEDESTRIAN ACCESSIBLE ROUTES AND LANDINGS SHALL BE CONSTRUCTED IDENTICAL TO SIDEWALKS. SEE STANDARD CONSTRUCTION DETAIL 2170. 3. STAMPED, COLORED CONCRETE PEDESTRIAN RAMP PAVING SHALL RECEIVE A TRUNCATED . ~ DOME SURFACE FINISH ALONG THE ENTIRE RAMP LENGTH. RAMP LIGHT REFLECTIVE VALUE (COLOR) SHALL BE IN ACCORDANCE WITH THE CITY OF COPPELL STAMPED CONCRETE~ * * ORDINANCE 2002-979. TRUNCATED DOME PROFILE AND SPACING SHALL BE IN ACCORDANCE ~ ..... WITH THE TEXAS ACCESSIBILITY STANDARDS (TAS) REGULATIONS.r~;O~ ...... * * *IIr~;O 4. CONCRETE PAVER UNITS WITH A TRUNCATED DOME SURFACE FINISH MAY BE USED IN PEDESTRIAN RAMP CONSTRUCTION WHEN APPROVED BY THE CITY ENGINEER. PAVER I. . ®. ~ ® ® . UNITS MUST MEET ALL REQUIREMENTS OF ASTM C-936 AND C-35. SEE STANDARD ~ . . CONSTRUCTION DETAIL 2185-2 ...... SIDEWALK · * * (SPECIFIED WIDTH) 5. WIDTHS AND SLOPES MAY VARY. MAXIMUM ALLOWABLE CROSS SLOPE ON ALL ACCESSIBLE ..... ~ ~ ~ 1.00 (USUAL) ROUTES SHALL BE 1:50. ALL ACCESSIBLE ROUTES AND RAMPS MUST CONFORM TO A.D.A. * * AND T.A.S. REGULATIONS. /~ * ® *Z* r.~* ** * 6. CURB HEIGHT AND WIDTH SHALL BE 6", OR AS SPECIFIED BY CITY. / . ---,-- . --Ld SEE STANDARD CONSTRUCTION DETAIL 2120. - ~ ~ ®3 o ® 7. ALL DIMENSIONS, SLOPE VALUES AND SURFACE TREATMENTS ARE TYPICAL FOR ALL / J' ,~/...~_ *~ ~- * ~~ SIMILAR FEATURES. -- /Ii / ~- I ~ ~ 8. PEDESTRIAN RAMPS SHOWN ARE Of THE "PERPENDICULAR" TYPE. az ,~ 5x5 MIN. LANDING / / / ~-~/ l* - ' \ 5'00~ /~ ~ 2x5 AREA FOR LOCATION ~ W ~ ~. ~~~~/ ~ ~~[ ~ ~ ~ ~ ROUTE PERMITTED ~ ~0x -- ~ / t ~ V~ ~ ~ ~;~ ~ ~ ~ / . R~. *~ ~ KEY WAY CONSTRUCTION~¢~ ~JOINT l ....... ~]~ ~ ~~ ~R.O.W.] ' __ ~:~ ~ ~ ~ ~ ~:::: :~ 4X4 MINLiE.WiTHiNMANEUVERINGcRoSSWALKSPACEExTENTsMU ST- ~ ~ ~ ~ ~ ~ ~ i V ~ CENTERLINE OF 8' CROSSWALK AND CENTERLINE OF RAMP SHAL~~[~// ..... SURFACE ..... ~ INTERSECT AT BACK OF CURB ~ ~ I I ~ ~ I / DRA~NGS DASD NOV. '96, Wl~ LOCAL EXCEPTIONS. . ~ ,,~..~.,. ~ STANDARD CONSTRUCTION DETAILS REFERENCESm' SPEC. CO~LL ACCESSIBkE ROUlES, RAM~S AND CROSSWAkKS 4.~, 5.8., 7.4. ~''--r ;::I::~ ' AND STANDARD DETAIL _~. Th.s S~A~A~D CO.SZ~UC~O. D~A...S ~0~ ADO.~D .~0~ ~ .OV. '~ .C~CO~ S~*~DA~D D~AW..OS. SW~ .UU '0~ COLLECTOR STREETS THOROUGHFARES ,' ' ' ' 2185 1 NO. LOCAL EXCEP~ON BY DATE CI~ OF COPPELL DALLAS COUNTY, TEXAS ~ 1:20 MAX. 1:20 MAX. [ ....................... MAX. ~ ~ ....... -- ...... 1:20 1:20 MAX. GRADE COMPACTED TO A DENSITY NOT LESS THAN 95% STANDARD PROCTOR DENSITY 10.00 TYP. ACCESSIBLE ROUTE LENGTH (MAY VARY) 5.00 MIN. LANDING 10.00 TYP. ACCESSIBLE ROUTE LENGTH (MAY VARY) SLOPE SHALL NOT EXCEED 1:20 SLOPE SHALL NOT EXCEED SLOPE SHALL NOT EXCEED 1:20 1:50 IN ANY DIRECTION FCONSTRUCTION JOINT PERMITTEDSECTI ON A- A 6" CURB 4-.00 MIN. ADJACENT v = ~ N.T.S. TO RAMP WITH TRUNCATED DOME SURFACE /WITH TRUNCATED DOME SURFACE i_ BEGIN 5'x5' LANDI '""--SIDE PERMISSIBLE SECOND POUR TAPERED CURB AND PAVER BED~ \ / /~TAPERED CURB AND RAMP FRAME CLASS "A" C~NCRETE~ ~/,/.~ CLASS "A" CONCRETE, FIRST POUR ii'IiJ[ NO. 5 BARS ON 18''--~ / ~NO. ,3 BARS ON 18" CTRS. BOTH WAYS / CTRS, BOTH WAYS D D 1" STABILIZED SAND BED~/ CONCRETE PAVERS STAMPED CONCRETE "'" (WITH APPROVAL) (REQUIRED) '" /~ CONSTRUCTION dOINT ~ ,--SEE STANDARD CONSTRUCTION RAMP SECTION D-D / DETAIL 2050 N.T.S. ~' CLASS "A" CONCRETE---~ C ~o.~o ~ NO. 3 BARS ON 18"--7 X _ _ ,~ /--STREETs,, CuRBWITH (5I CTRS. BOTH WAYS / <:~ .~, ,~~ TC ADdACENT C '-'- '--'- --- -_,_ ~'~"'.AX. GUTTER LINE / ~"Ari ---- --'- -" ~ ~ j . SUBGRADE COMPACTED TO A DENSITY NOT CONSTRUCTION JOINT LESS THAN 95% STANDARD PROCTOR DENSITY CONCRETE PAVERS STAMPED CONCRETE '"'" (WITH APPROVAL) (REQUIRED) """ VARIES 5.00 MIN. LANDING 8.00 TYP. RAMP LENGTH (MAY VARY) RAMP VIEWk~, k.~/~'-f-' SLOPE SHALL NOT EXCEED 1:50 SLOPE SHALL NOT EXCEED 1:12 IN ANY DIRECTION ~ o~.~, ~. o.~,, o,. ...... ~. ~ N.T.S. SECTION DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. N.T.S. , ~ ..~..~ ,. ~ ~ STANDARD CONSTRUCTION DETAILS REFERENcESTD' SPEC. CO~LL ACCESSIBLE ROUlES, RAM~S AND CROSSWALKS 4.t3, 5.8., 7.4. ~'--r ;::I: ~ ' COLLECTOR STREETS AND THOROUGHFARES STANDARD DETAIL __~,~. THIS STANDARD CONSTRUCTION DETAIL IS NOT ADOPTED FROM THE NOV. '96 NCTCOG STANDARD DRAWINGS. SWL JUL. '04- · ' " 2185 2 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS NOTES: 1. ALL DIMENSIONS TO BACK OF CURB AND IN FEET UNLESS OTHERWISE SHOWN 2. STAMPED, COLORED CONCRETE CROSSWALK PAVING SHALL BE USED IN CONSTRUCTION LOCATIONS DESIGNATED AS "IMAGE ZONES" BY THE STREETSCAPE PLAN SECTION OF THE CITY OF COPPELL SUBDIVISION ORDINANCE AND CONSTRUCTED IN ACCORDANCE WITH THE CITY OF COPPELL STAMPED CONCRETE ORDINANCE 2002-979. STANDARD CONCRETE PEDESTRIAN ACCESSIBLE ROUTES AND LANDINGS SHALL BE CONSTRUCTED IDENTICAL TO SIDEWALKS. SEE STANDARD CONSTRUCTION DETAIL 2170. ,.,3. STAMPED, COLORED CONCRETE PEDESTRIAN RAMP PAVING SHALL RECEIVE A TRUNCATED DOME SURFACE FINISH ALONG THE ENTIRE RAMP LENGTH. RAMP LIGHT REFLECTIVE VALUE (COLOR) SHALL BE IN ACCORDANCE WITH THE CITY OF COPPELL STAMPED CONCRETE ORDINANCE 2002-979. TRUNCATED DOME PROFILE AND SPACING SHALL BE IN ACCORDANCE WITH THE TEXAS ACCESSIBILITY STANDARDS (TAS) REGULATIONS. 4. CONCRETE PAVER UNITS WITH A TRUNCATED DOME SURFACE FINISH MAY BE USED IN PEDESTRIAN RAMP CONSTRUCTION WHEN APPROVED BY THE CITY ENGINEER. PAVER UNITS MUST MEET ALL REQUIREMENTS OF ASTM C-936 AND C-3,3. SEE STANDARD CONSTRUCTION DETAIL 2185-4-. 5. WIDTHS AND SLOPES MAY VARY. MAXIMUM ALLOWABLE CROSS SLOPE ON ALL ACCESSIBLE ROUTES SHALL BE 1:50. ALL ACCESSIBLE ROUTES AND RAMPS MUST CONFORM TO A.D.A ...... AND T.A.S. REGULATIONS. * ® 6. CURB HEIGHT AND WIDTH SHALL BE 6", OR AS SPECIFIED BY CITY. * * ~,* ** ®~. SIDEWALK SEE STANDARD CONSTRUCTION DETAIL 2120 .... ~ ® . . . (SPECIFIED WIDTH) 7. ALL DIMENSIONS, SLOPE VALUES AND SURFACE TREATMENTS ARE TYPICAL FOR ALL ,~ ® * ~ ~ ~ 1.00 (USUAL) SIMILAR FEATURES. ~ ~ . * ® *. '* B. PEDESTRIAN RAMPS SHOWN ARE OF THE "DIAGONAL COMBINATION" TYPE. "' * '" ~5 ..... a~ ..... !,~ 1:50 MAX '~ * "~' ,~ - ......... .0 *~~ ACCESSIBLE ROUTE ~ ~ .~. *-~ *J // I 1:20 MAX. SLOPE · ~.,, -11 -OR- / ,, ~" . >- Q:::. ., ~ PEDESTRIAN RAMP X * " .~co~// oo LC X\ ~ / LANDING/ 1:12 MAX. SLOPE LARE, 1 0% SLOP E ~ ~*';*g'~ "~ ''g''' ~ '~ ...... SURFACE ~// ~ ". /%/A ,,~,,' 4x4 MIN. MANEUVERING SPACE 6.85 RAMP. 1:12 SLOPE MAX. REF. 12.83 REF. DRA~NGS DASD NOV. '96, WI~ LOCAL EXCEPTIONS. . ~ ,T~ ,,. ~ STANDARD CONSTRUCTION DETAILS REFERENCESm' SPEC. CO~LL ACCESSIBLE ROUlES, RAM~S AND CROSSWALKS 4.6, 5.8., 7.4. ~ STANDARD DETAIL THIS STANDARD CONSTRUC~ON DETAIL IS NOT ADOP~D FROM ~E NOV. '96 NCTCOG STANDARD DRAWINGS. SWL JUL. '0~ ~ -r ~:':~ RESIDENTIAL STREET "" ,' ' ' 2185 3 NO. LOCAL EXCEP~ON BY DATE CI~ OF COPPELL DALLAS COUNTY, TEXAS ~ 1:20 MAX. MAX. TO A DENSITY NOT LESS THAN 95% STA NDARD PROCTOR DENSITY 6.00 TYP. RAMP LENGTH (MAY VARY) 5.00 MIN. LANDING 9.00 TYP. ACCESSIBLE ROUTE LENGTH (MAY VARY) SLOPE SHALL NOT EXCEED 1:12 SLOPE SHALL NOT EXCEED SLOPE SHALL NOT EXCEED 1:20 1:50 IN ANY DIRECTION SECTION A-A COLORED CONCRETE PAVER UNITS~ /~COLORED, STAMPED CONCRETE N.T.S. WITH TRUNCATED DOME SURFACE\ /WITH TRUNCATED DOME SURFACE SECOND POUR ROLL-DOWN CURB, FLARE AND PAVER BED-~ \ / /I ROLL-DOWN CURB, FLARE AND RAMP FRAME CLAS~'~ ~ "CONCRETE, FIRST POUR ~'--~' / / viNO. 5 BARS ON 18" FCONSTRUCTION JOINT PERMITTED 4-" MAX. PER NO. 5 BARS ON 18"'~' CTRS. BOTH WAYS / SIDE PERMISSIBLE 4-.00 MIN. ,, CTRS. BOTH WAYS~ 1 STABILIZED SAND BED's' ~ CONSTRUCTION JOINT CONCRETE PAVERS STAMPED CONCRETE ....,I / SEE STANDARD CONSTRUCTION '"" (WITH APPROVAL) (REQUIRED) "'" BEGIN 5'x5' LAND ~ DETAIL 2050 ~ . CLASS "A" CONCRETE ~ ENT~ GUT'ER LINE ~ c) o NO. 5 BARS ON 18"~ % ~FLARE ADJAC . / © CTRS. BOTH WAYS ~l ,.¢ STREET WITH 6" CURB CONSTRUCTION JOINT I , 1:50.~ / · ~ I-'- · · ' ----,- --._L.2,5 ~_-,~]: ~ CONCRETE PAVERS STAMPED CONCRETE [ '--'F (WITH APPROVAL) (REQUIRED) ' ~,.~ RAMP VIEW C-C ~/z-~SUBGRADE COMPACTED TO A N.T.S. DENSITY NOT LESS THAN 95% STANDARD PROCTOR DENSITY 2.00 TYP. RAMP 5.00 MIN. LANDING LENGTH (MAY VARY) VARIES ~ ~ .,,,,I .,.. ~ SLOPE SHALL NOT EXCEED 2% SLOPE SHALL IN ANY DIRECTION NOT EXCEED 8% ~]~ NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. N.T.S. . ~ ,,~,, ~ ,,. ~ STANDARD CONSTRUCTION DETAILS REFERENcESTD' SPEC. CO~LL ACCESSIBLE ROUTES, RAMPS AND CROSSWALKS 4.6, 5.8., 7.4. ,''-r ~:'::'. ' RESIDENTIAL STREETS STANDARD DETAIL i~,~ THIS STANDARD CONSTRUCTION DETAIL IS NOT ADOPTED FROM THE NOV. '96 NCTCOG STANDARD DRAWINGS. SWL JUL. '04- · ' 2185 4 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS NOTES: 1. MIN. DECORATIVE PAVEMENT DEPTH SHALL BE 6". PAVEMENT STRENGTH, TYPE AND COLOR SHALL CONFORM TO THE CITY AREA OF STAMPED CONCRETE (REQUIRED)~ OF COPPELL STAMPED CONCRETE ORDINANCE 2002-979. OR CONCRETE PAVER (WITH APPROVAL) INSTALLATION\ ---.'-~ 1.50 2. STAMPED, COLORED CONCRETE PAVING SHALL BE USED IN / CONSTRUCTION LOCATIONS DESIGNATED AS "IMAGE ZONES" BY THE ~ A STREETSCAPE PLAN SECTION OF THE CITY OF COPPELL SUBDIVISION ORDINANCE AND THE CITY OF COPPELL STAMPED CONCRETE ORDINANCE 2002-979. CONSTRUCT ON ,JO NT 4 S DES ...... 3. SUBGRADE (MIN. REQUIREMENTS-UNLESS OTHERWISE SEE STANDARD CONSTRUCTION APPROVED BY CITY ENGINEER). SUBGRADE UNDER DETAIL 2050 \ \\ o ALL PAVEMENT SHALL BE INITIALLY MIXED 8" THICK //~ o AND RE-MIXED 6" THICK AND SHALL BE EXPANSION JOINT~// ~ 05 STABILIZED WITH MIN. BY WEIGHT OF HYDRATED LIME h( \\ (GENERALLY -I-40 LBS./S.Y.) AND COMPACTED TO A DENSITY NOT LESS THAN 95% STANDARD PROCTOR DENSITY. R.O.W. R.O.W. ALTERNATIVE SUBGRADES, SUPPORTED BY LABORATORY TESTS, MAY BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 0 4. ALL DIMENSIONS TO BACK OF CURB AND IN FEET UNLESS OTHERWISE SHOWN. 5. THE 1" SAND LAYER SHALL CONSIST OF WELL GRADED CLEAN, SHARP SAND NO. 200 SIEVE SIZE. THIS SAND IS MORE COMMONLY KNOWN AS MANUFACTURED CONCRETE SAND, LIMESTONE SCREENING OR SIMILAR. MASON SAND IS NOT PERMITTED. < TYPICAL COMMERCIAL DRIVEWAY <. 6. THE CONSTRUCTION OF THE SAND LAYER AND THE LAYING OF THE CONCRETE SEE STANDARD CONSTRUCTION DETAIL 2150-1&2 AND 2155-1 PAVERS SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. 7. IF STAMPED CONCRETE/PAVER BAND IS TO BE UTILIZED AS AN ACCESSIBLE ROUTE ACROSS THE PROPOSED DRIVEWAY, THE MAXIMUM ALLOWABLE CROSS SLOPE SHALL BE 1:50. ALL ACCESSIBLE ROUTES AND RAMPS MUST CONFORM TO A.D.A AND T.A.S. REGULATIONS. 0 Z ~ /~PAVESTONE ANTIQUE RED UNI-DECOR CONCRETE E PAVER, OR APPROVED EQUAL CONSTRUCTION JOINT--7 '-~ /~TRIM FILTER FABRIC SEE STANDARD CONSTRUCTION/ ~o ~ /UPON COMPLETION OF DETAIL 2050/ ~ ~ /CONCRETE PAVER INSTALLATION NO. 3 BARS ON 18" ~ STAMPED CONCRETE~ / b_l \ \ \ PAVING SECTION AS APPROVED IN CONSTRUCTION PLANS % % / MIN. ~ STAMPED CONCRETE CONCRETE PAVERS ~ \ \ ~SUBGRADE AS APPROVED ~ (REQUIRED) (WITH APPROVAL) ~ \ \ IN CONSTRUCTION PLANS \ ~PAVING SECTION AS APPROVED SECTION A-A\IN CONSTRUCTION PLANS, 6" MIN. "FILTER FABRIC BETWEEN SAND N.T.S. NOTE: STANDARDS ARE ADOPTED FROM THE NCT06 STANDARD LAYER AND CONCRETE DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. ¢ ~ ? ,, ,. , STANDARD CONSTRUCTION DETAILS STO. SPEC. REFERENCE CO??ELL COMMERCIAL DRIVEWAY DECORATIVE PAVING 4.6., 5.8., 7.4., 8.3. ~" STAMPED CONCRETE / CONCRETE PAVERS STANDARD DETAIL ~ THIS STANDARD CONSTRUCTION DETAIL IS NOT ADOPTED FROM THE NOV. '96 .CTOOG STANDARD DRAWINGS. SWL dAN. '05 ' "',* ..... "'* '~ 04 ~"~ NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS CONCRETE PAVING GENERAL NOTES' 1. REINFORCED CONCRETE PAVEMENT: A. ALL CURBS SHALL BE PLACED INTEGRAL WITH PAVEMENT UNLESS OTHERWISE APPROVED BY THE CITY. B. CURBS SHALL MEET THE SAME COMPRESSIVE STRENGTH AS SPECIFIED FOR THE PAVEMENT. C. BAR LAPS SHALL BE 50 DIAMETERS. D. REINFORCING BARS SHALL BE SUPPORTED BY CHAIRS OR OTHER DEVICES APPROVED BY THE CITY. 2. IF THE ROADWAY IS A DESIGNATED BIKE ROUTE OR BIKE USAGE IS ANTICIPATED, REFER TO NCTCOG'S "REGIONAL BICYCLE AND PEDESTRIAN FACILITIES DESIGN MANUAL". 5. SUBGRADE (MIN. REQUIREMENTS-UNLESS OTHERWISE APPROVED BY CITY ENGINEER). SUBGRADE UNDER ALL PAVEMENT SHALL BE INITIALLY MIXED 8" THICK AND RE-MIXED 6" THICK AND SHALL BE STABILIZED WITH 6% MIN. BY WEIGHT OF HYDRATED LIME (GENERALLY -I-40 LBS./S.Y.) AND COMPACTED TO A DENSITY NOT LESS THAN 95% STANDARD PROCTOR DENSITY. ALTERNATIVE SUBGRADES, SUPPORTED BY LABORATORY TESTS, MAY BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. ¢ ~ ? ,, . ~ ~ STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO,??ELL PAVEMENT SYSTEMS '" GENERAL NOTES STANDARD DETAIL NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS 12" MIN. GROUND LINE ~.~ FILTER I } X CURB AND GUTTER · FABRIC~ Z ~ RIAL ;n LIMITS OF EXCAVATION - 2" COMPACTED FILTER MATERIAL VARIABLE NEAT LINES OF PIPE SECTION N.T.S. LIMITS OF EXCAVATION FILTER MATERIAL SPECIFICATIONS DIST. IN FT. OUTSIDE NEAT LINES OF PIPE PERCENTAGE RETAINED DEPTH OF TRENCH SUBDRAIN SIEVE SIZE ON SIEVE (FT.) TYPE A TYPE e 0 TO 6 1.00 1 1/2 0 - 10 6 TO 10 1.50 5/4- 0 - 10 20 - 40 10 TO 15 2.00 ,.3/8 15 - 55 OVER 15 2.50 NO. 4 55 - 55 40 - 60 MATERIAL FINER THAN NO. 4- SIEVE TYPES OF PIPE ACCEPTABLE FOR USE AS SUBDRAIN 2o 55-65 50 75 - 100 1. PERFORATED CORRUGATED METAL PIPE. 2. PERFORATED P.V.C . PIPE. 5. PERFORATED POLYETHYLENE PIPE. NOTE: STANDARDS ARE ADOPTED FROM THE NCTO6 STANDARD DRAWINGS DATED NOV, '96, WITH LOCAL EXCEPTIONS, ¢ ~ ? ,, , ~ ~ STANDARD CONSTRUCTION DETAILS STD. SPEC· REFERENCE COP?ELL SUBDRAINS '" PAVEMENT SUBGRADE STANDARD DETAIL NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS i 10' 60' I - -; ~ )_co~c~= f 0 PAVEMENT ~.I.S. 10' ~0' ..... 2o, I N V~ T R.O.W. / ~ o,/ ~ ~'~ 1. DIMENSIONS A,B,C AND W SHALL BE SPECIFIED ON THE PLANS IN ACCORDANCE WITH STANDARD CONSTRUCTION DETAIL 2040. TYPE "B" A= 11~to 40° N.T.S. NO~: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRA~NGS DATED NOV. '96, ~TH LOCAL EXCEP~ONS. .... ¢, ~ ,, . ~ ~ STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO'~CC ALLEY GEOMETRICS ~' TYPE 'A' AND TYPE 'B' STANDARD DETAIL ~"':'~ ..... "~'~ 2210 NO. LOCAL EXOEP~ON BY DA~ CITY OF COPPELL DALLAS COUNt, TEXAS 10' 60' ' , ~ ~CONCRETE ~ \ -- T o ~ .......... ~ _ PAVEMENT ,,~/'~. / ~N~ERT ~~~->~~ ~ ~' ~= ~1' to 70' MINIMUM i R.O.W. ~~ 50' R. ' ~ ALTERNAT~ R.O.W.~ ~.G- o TYPE "C" ~= 41~ to 70~ N.T.S. / ~22- ~ r-----.., x ,~ , j' _ ........ ~ ~' I I%- ' ~ . ~~7 to 90' MINIMUM I R.O.~ ~ 40' ~. ~1 ~., ~ [ ALTERNATE ~,x 1. DIMENSIONS A,B,C AND W SHALL BE SPECIFIED ON THE PLANS IN ACCORBANCE WITH - f I ~T,,~A,~ CO,~T, UOT, O, ~TA,L ~0~0. I I TYPE "D" ~ I ~ = 7~~ t~ 90° ~.I.S. DRA~NGS DATED NOV. '96, ~TH LOCAL EXCEP~ONS. ¢ ~ ~ ,, , ~ ~ STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO. FFELL ALLEY GEOMETRICS '~' TYPE 'C' AND TYPE 'D' STA~OARa DETAIL '""~ ..... "~'~ 2220 NO. LOCAL EXCEP~ON BY DA~ CITY OF COPPELL DALLAS COUNt, TEXAS R.O.W. / ' / ~ '~''''-- CONCRETE ~ ~ 4..0 / -- © 51--! ........ : ~.--~'~-_ PAVEMENT~ ~-7'//A =91 to 110' INVERT~ ~2'~ ~. '% xx .= I', / R.O.W. _?: ":___ :://// : := ~' ~o ~o' ~/,,'Z" ,: :,: ,o.~. ~m 1 ~ ~ ALTERNATE R.O.~. ..~.~. ~/- : -,~:~---- ~ - - - ~- - '~ ~ o~ ~X / ' , .i '. / ~N ~, -'~ ~' ,,,,,~ xX '. ~ ~ .- ALTERNATE ~ ' ,'),i -~" ~.o.w. .>. X x/ /' 1. DIMENSIONSoN THE PLANsA'B'ClNANDAccORDANcEW SHALL BEwiTHSPECIFIED N~ ~s:'// ~ = 111' to 1 55' STANDARD CONSTRUCTION DETAIL 2040,~/xx~/ N.I.S. NOE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRA~NGS DATED NOV. '96. ~TH LOCAL EXCEP~ONS. ¢, ~ ,.... STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO'~~ ALLEY GEOMETRICS '~' TYPE 'E' AND TYPE 'F' STANDARD DETAIL ' "':' ..... "~'~ 2230 NO. LOCAL EXCEP~ON BY DA~ CITY OF COPPELL DALLAS COUNt, TEXAS ~ INVERT __ ~CONCRETE ~ ~ ~ ~ I ~~PAVEMENT~ ~ ~ I ,~' k ~L]__ ~ / _,~ .... ?_L__L]~ ~ P.C. or P.T. ~ I [ ;~ ~ P.C. or P.T. ~ z I ~ ~-w~ TYPE "O" ~ <~. II ~- % R.O.W. ~ FINVERT ~ ~ ~1 I + N.T.S. % ~ ~ ~ ~. ~'- ~~ .... --[ .... ~ ~ ___~ ~CONCRETE I ~ ~ ~'~.__ ~ _ ~ ~PAVEMENT~ ~ ~ ~%. ',% z, ~f ~ · i ~:~ :% ~N ; // .~ :,~.~,u, i ~.o.w. X ~ ~%,'~ % "5 ,~ ///. / 40, ~. ~ o ~ '¢ x, ~ ,.~ ~ /~ / ~ ALTERNATE ON THE PLANS IN ACCORDANCE WITH ~ ~[ // / STANDARD CONSTRUCTION DETAIL 2040 ..... % ] // / // TYPE "H" % . ~ ,'/ Z // NOE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRA~NGS DATED NOV, '96, ~TH LOCAL EXCEP~ONS, ¢ ~ ~ ,. , ~ ~ STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO, FFgLL ALLEY GEOMETRICS '~' TYPE 'G' AND TYPE 'H' STANDAR~ DETAIL '"': ..... "~'~ 2240 NO. LOCAL EXOEP~ON BY DA~ CITY OF COPPELL DALLAS COUNt, TEXAS < <+,, //--R.O.W. ...... I\ "-.'~,. ---'~PAVEMENT~ ~..~.-/-~ , 1...,~.~/,. ~% 'l X /~ALT. ~ 15' 10' ,- \ I ,./ 'o,. N.T.S. ~ % NOTE: 1. DIMENSIONS A,B,C AND W SHALL BE SPECIFIED ON THE PLANS IN ACCORDANCE WITH STANDARD CONSTRUCTION DETAIL 2040. NOTE: STANDARDS ARE ADOPTED FROM THE NCTO6 STANDARD DRAWINGS DATED NOV. '96, 'WITH LOCAL EXCEPTIONS. ¢ ~ ? ,, , ~ ~ STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO??ELL ALLEY GEOMETRICS '" TYPE 'J' STANDARD DETAIL '"': ..... "~'~ 2250 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS REMOVE 1' PVMT. EA. SIDE AT PROPOSED INTERSECTION % R.O.W. -~ 1' ~ II ALTERNATE PROPOSED R.O.W. i I I I I ~IINVERT INTERSECTION OF PROPOSED ALLEY WITH EXISTING ALLEY PAVEMENT N.T.S. NOTE: GEOMETRICS OF PROPOSED ALLEY SHALL BE SHOWN ON THE PLANS IN ACCORDANCE WITH TYPE "G", "H", OR "d". NOTE: STANDARDS ARE ADOPTED FROM THE NCT06 STANDARD DRAWINGS DATED NOV, '96, WITH LOCAL EXCEPTIONS, ¢ ~ ? ,, , ~ ~ STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO??ELL ALLEY INTERSECTION '" CONNECTION OF PROPOSED TO EXISTING STANDARD DETAIL ' "':: ..... "~'~ 2260 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS FO R METAL BEAM GUARD RAIL AN D BARRI CAD E D ETAI LS, S E E LATEST TEX~S DEPARTMENT OF TRANSPORTATION GUIDELINES NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. ¢ ~ ?, , ~ ~ STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO,??ELL METAL BEAM GUARD RAIL '" AND BARRICADE STANDARD DETAIL ~ THIS STANDARD CONSTRUCTION DETAIL IS NOT ADOPTED FROM THE NOV. '96 NCTCO(; STANDARD DRAWINGS. SWL JUN. '0" ' "': ..... "~'~ 2270 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS FOR TRAFFIC CONTROL AND SIGNAGE DETAILS, SEE LATEST TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (T,M,U,T,C,D,) NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. ¢ ~ ?, . ~ ~ STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE COF?ELL TRAFFIC CONTROL ~" AND SIGNAGE STANDARD DETAIL ~ THIS STANDARD CONSTRUCTION DETAIL IS NOT ADOPTED FROM THE NOV. '96 NCTCO(; STANDARD DRAWINGS. SWL ,,u.. ,o~ ' "': ..... "'" 2280 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS FIRE LANE GENERAL NOTES: 1. MINIMUM FIRE LANE WIDTH SHALL BE 24' CLEAR (FACE OF CURB TO FACE OF CURB) WITH NO HORIZONTAL OBSTRUCTIONS. OVERHEAD OBSTRUCTION 2. MINIMUM FIRE LANE VERTICAL CLEARANCE SHALL BE 14-'-0". ~' ~' ~' ~' ~' ~' ~' ~' ~' ~' ~LLI ,% FIRE LANE SHALL INTERSECT WITH A DEDICATED PUBLIC STREET Z RIGHT OF WAY. FIRE LANES OVER 150' IN LENGTH SHALL INTERSECT WITH A PUBLIC STREET AT EACH END OF THE FIRE LANE, OR '~ n- TERMINATE IN A CONFIGURATION SHOWN ON STANDARD '~ Ed CONSTRUCTION DETAIL 2,310. ~ d 1.5' ~ TYP. J 24' MIN. FIRE LANE WITHIN 4-. FIRE LANE SHALL BE STRIPED AND LETTERED AS SHOWN IN ~ , ., - - STANDARD CONSTRUCTION DETAIL 2,320. ~' ~ ~.o,- DEDICATED FIRE LANE EASEMENT - - Q~ 5. FIRE LANE AND WATER LINE WITH FIRE HYDRANTS SHALL BE Ed ~ (Th ~-1:50 MIN. SLOPE TOWAR ) COMPLETED PRIOR TO ANY BUILDING CONSTRUCTION. FIRE > k~/~ ~DRAINAGE STRUCTURE LANE SHALL BE UNOBSTRUCTED AND AVAILABLE FOR USE BY SAWED LONGITUDINAL CONTRACTION JOINT ___ ON PAVEMENT LESS THAN 8" THICK. THE FIRE DEPARTMENT DURING BUILDING CONSTRUCTION. ' , ~ KEY WAY CONSTRUCTION JOINT ON PAVEMENT L L WITH THICKNESS OF 8" OR GREATER. ~ NO. 3 BARS AT SUBGRADE SEE STANDARD CONSTRUCTION DETAIL 2050. 24" O.C.E.W. SEE NOTE 3 24' FIRE LANE (LOCATED OUTSIDE OF PARKING AREA) N.T.S. NOTES: OVERHEAD OBSTRUCTION 1. MIN. PAVEMENT STRENGTH SHALL Ed CLASS "C", OR AS SPECIFIED BY CITY. c.) z 1' 2. CURB HEIGHT AND WIDTH SHALL BE 6", OR AS SPECIFIED '~ n- TYP. ~ < 24' MIN. FIRE LANE WITHIN PARKING AREA BY CITY. SEE STANDARD CONSTRUCTION DETAIL 2120. .~ Ed ,..'5. SUBGRADE (MIN. REQUIREMENTS-UNLESS OTHERWISE _~ ~ DEDICATED FIRE LANE EASEMENT WIDTH VARIES APPROVED BY CITY ENGINEER). SUBGRADE UNDER '~ .~ ALL PAVEMENT SHALL BE INITIALLY MIXED 8" THICK ~ ~ ~ ,~ /-~1:50 MIN. SLOPE TOWARD AND RE-MIXED 6" THICK AND SHALL BE ~ ~-- ~- /DRAINAGE STRUCTURE / STABILIZED WITH 6% MIN. BY WEIGHT OF HYDRATED LIME Ed , /(~ (GENERALLY 4-40 LBS./S.Y.) AND COMPACTED TO A DENSITY NOT > n LESS THAN 95% STANDARD PROCTOR DENSITY. I ___ ALTERNATIVE SUBGRADES, SUPPORTED BY LABORATORY 'I"'"~ ~ '~',~., ~--, ~"~,~'~ "-- '~'~'~'~ '"'--,~ .:~'~'~ '~- ~'~ '~'~'~ '-'- ,,~'~ ' ', ,,,~'~'~,,,~,,,,~'~'~ ,,,,~,,~'~'~,, ,"'"T TESTS, MAY BE SUBMITTED TO THE CITY ENGINEER -~--I,~,~\\\\ \\\\ \\\~x~\\ \\\ \\\\\\\ \\\ \\\ \\\~,~,~,~k ~,~ ~,~k~ ~, ~,~,~ ~ ~,~k FOR APPROVAL. L L ' 4. PAVEMENT SURFACE FINISH SHALL BE TRANSVERSE TO TRAFFIC ~o ~,~ z NO. 5 BARS AT SUBGRADE LANES AND SHALL BE BAKER BROOM FINISH UNLESS OTHERWISE 24?' O.C.E.W. SEE NOTE 5 SPEClFED BY CITY. 5. ALL DIMENSIONS TO BACK OF CURB AND IN FEET UNLESS OTHERWISE SHOWN. 6. FOR TRANSVERSE dOINT SPACING, SEE STANDARD CONSTRUCTION DETAIL 2060. 24' FIRE LANE WITH ADJACENT PARKING AREA N.T.S. DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. , ~ ..~..~ ,., ~ STANDARD CONSTRUCTION DETAILS REFERENcESTD' SPEC. CO~CC FIRE LANE AND PARKING LOT 4.6, 5.8., 7.4. ~ --r ~::m:~ ' REINFORCED CONCRETE PAVEMENT STANDARD DETAIL __¢Y~,~. THIS STANDARD CONSTRUCTION DETAIL IS NOT ADOPTED FROM THE NOV. '96 NCTCOG STANDARD DRAWINGS. SWL JUL. '04- · ' 2290 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY. TEXAS OVERHEAD OBSTRUCTION FIRE LANE GENERAL NOTES: ~w ~>- >_~-o /~CONCRETE CURB 1. MINIMUM FIRE LANE WIDTH SHALL BE 24' CLEAR cD n ~-"' AND GUTTER (FACE OF CURB TO FACE OF CURB) WITH NO '~ ~ HORIZONTAL OBSTRUCTIONS. ~ < ~w 2. MINIMUM FIRE LANE VERTICAL CLEARANCE SHALL BE 14'-0". ~ ~ 1.5' :~' 24' MIN. FIRE LANE WITHIN TYP. 3. FIRE LANE SHALL INTERSECT WITH A DEDICATED PUBLIC STREET ~ ~ ~o "' DEDICATED FIRE LANE EASEMENT '" = = ' < RIGHT OF WAY. FIRE LANES OVER 150' IN LENGTH SHALL INTERSECT ~- :-- 2.5' WITH A PUBLIC STREET AT EACH END OF THE FIRE LANE, OR n,-I1= TYP. = Ed ,, PAVING'~ F1:50 MIN. SLOPE TOWARI) Ed 4. FIRE LANE SHALL BE STRIPED AND LETTERED AS SHOWN IN --- ~ \\\\\ \~1 STANDARD CONSTRUCTION DETAIL 2.320. 5. FIRE LANE AND WATER LINE WITH FIRE HYDRANTS SHALL BE ~ SUBGRADE COMPLETED PRIOR TO ANY BUILDING CONSTRUCTION. FIRE SEE NOTE 3 LANE SHALL BE UNOBSTRUCTED AND AVAILABLE FOR USE BY ASPHALT FIRE LANE PAVING DETAIL THE FIRE DEPARTMENT DURING BUILDING CONSTRUCTION. N.T.S. 24' FIRE LANE {LOCATED OUTSIDE OF PARKING AREA) ~,~ Ed N.T.S. e._ o /--CONCRETE CURB :- e._ ~ Ed AND GUTTER NOTES: 1. 4-" ASPHALT PAVING BETWEEN CONCRETE CURB/GUTTER SHALL CONSIST OF A 2" TYPE "B" BASE COURSE AND A 2" TYPE "D" TOP COURSE. PAVING WITHIN THE FIRE LANE SHALL BE OF SUFFICIENT STRENGTH TO SUPPORT A CONCENTRATED LOAD OF 40,000 POUNDS. ~ - 2. CURB HEIGHT AND WIDTH SHALL BE 6", OR AS SPECIFIED BY CITY. SEE STANDARD CONSTRUCTION DETAIL 2120. Ed .,,-~ ,13. SUBGRADE (MIN. REQUIREMENTS-UNLESS OTHERWISE _z APPROVED BY CITY ENGINEER). SUBGRADE UNDER ALL PAVEMENT SHALL BE INITIALLY MIXED 8" THICK AND RE-MIXED 6" THICK AND SHALL BE STABILIZED WITH 6% MIN. BY WEIGHT OF HYDRATED LIME OVERHEAD OBSTRUCTION (GENERALLY +4-0 LBS./S.Y.) AND COMPACTED TO A DENSITY NOT LESS THAN 95% STANDARD PROCTOR DENSITY. Ed ALTERNATIVE SUBGRADES, SUPPORTED BY LABORATORY CD z ASPHALT PARKING LOT PAVING DETAIL TESTS, MAY BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. D < N.T.S. 4. PAVEMENT SURFACE FINISH SHALL BE SMOOTH AND UNIFORM. _~ r~ 1' EACH PAVING COURSE SHALL HAVE A DENSITY OF NOT LESS .~ THAN 95% OF THE STANDARD DENSITY ESTABLISHED BY THE 24' MIN. FIRE LANE WITHIN PARKING AREA TYP. TEXAS DEPARTMENT OF TRANSPORTATION BULLETIN C-14. ~ '< ~ n' CD ,..o >- DEDICATED FIRE LANE EASEMENT WIDTH VARIES ~ ~- ~- 2.5' SEE DETAIL 5. ALL DIMENSIONS TO BACK OF CURB AND IN FEET UNLESS OTHERWISE SHOWN. n,- / - - TYP. PAVING--~ ~-1:50 MIN. SLOPE TOWARD Ed 6. FOR TRANSVERSE JOINT SPACING, SEE STANDARD CONSTRUCTION > - ~ ,~ DETAIL 2060. 1 [--; ~ I SEE DETAIL~ ~DRAINAGE STRUCTURE 7. ASPHALT PAVING IS PERMITTED ONLY WITHIN THE HISTORIC OVERLAY ZONING DISTRICT AND ONLY WHEN AUTHORIZED BY ~ I11\k\ kkk1\k ~\ 1\k\~\k\1 \kl A SPECIAL USE PERMIT (S.U.P.) APPROVED BY THE CITY COUNCIL. ~ B. ASPHALT PAVING NOT PERMITTED FOR NEW CONSTRUCTION~--SUBGRADE OUTSIDE OF THE HISTORIC OVERLAY ZONING DISTRICT. SEE NOTE ,3 ,~,,o~,,~,~,,,o~,,~,,o,~ ...... ,.,, ~ 24' FIRE LANE WITH ADJACENT PARKING AREA ~'~ NOTE: STANDARDS ARE ADOPTED FROM THE NOTOG STANDARD N.T.S. DRAWINGS BATED NOV. '96, WITH LOCAL EXCEPTIONS. . ~ ,,;,~ ,,. , STANDARD CONSTRUCTION DETAILS REFERENcESTD' SPEC. CO~~L FIRE LANE AND PARKING LOT 4.6, 5.7., 5.8., 7.4. ~ STANDARD DETAIL __~> THIS STANDARD CONSTRUCTION DETAIL IS NOT ADOPTED FROM THE NOV. '96 NCTCOG STANDARD DRAWINGS. SWL JUL. '0,- ,,' -r ~:':~'. HOT'MIX ASPHALTIC CONCRETE PAVEMENT """ · ' 2300 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS 75' 75' MIN. MIN. ~z -- X 24' 24' MIN. MIN. NOTE: ALL DIMENSIONS ARE TO FACE OF CURB. .~ho~,.~,T~.o~,,o,~ ...... ~. ~ TYPE "A" TURNAROUND TYPE "B" TURNAROUND ii~ NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD N.T.S. N.T.S. DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. . ~ "~"~ ,~. r STANDARD CONSTRUCTION DETAILS REFERENcESTD' SPEC. COP?ELL FIRE LANE AND PARKING LOT ,,' -r ;:': ~'. ' TYPE "A" AND TYPE "B" TURNAROUND STANDARD DETAIL __/~b~- THIS STANDARD CONSTRUCTION DETAIL IS NOT ADOPTED FROM THE NOV. '96 NCTCOG STANDARD DRAWINGS. SWL JUL. '04 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS ~z PARKING AREA ,--FIRE LANE MARKING ON PAVING SURFACE ___ CURB~ /WHEN CURB IS NOT ADJACENT TO FIRE LANE ~,~ . U3I.-- = EL '~ ., ~ 15' TYP. ~-t ~.o ,. g _~ ua TRANSITION MARKING ~ ~, TO CURB FACE, TYP LCURB //~FIRE LANE MARKING ON FACE OF CURB WHEN CURB IS ADJACENT TO FIRE LANE ,, 15' TYP. ,- SECTION A-A NOTES: 1. PAINT: o. STRIPE SHALL BE 6" INCHES WIDE PAINTED WITH AN EXTERIOR ACRYLIC LATEX PAINT. COLOR SHALL BE "TRAFFIC RED" GLIDDEN NO. 65251 FIRE LANE MARKING OR APPROVED EQUAL. b. LETTERS SHALL BE FOUR (4) INCHES HIGH WITH THE WIDTH OF STROKE AT N.T.S. LEAST 1/2" PAINTED WITH AN EXTERIOR ACRYLIC LATEX PAINT. COLOR SHALL BE "TRAFFIC WHITE" GLIDDEN NO. 565245 OR APPROVED EQUAL. 2. APPLICATION: o. STRIPE MAY BE BRUSHED OR SPRAYED, ONE COAT TO FINISH. b. LETTERS SHALL BE STENCIL FORMED, BRUSH APPLIED AND SPACED AS SHOWN. NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. ~ ~ ~: .¥ ~.%. ~ . ~ ,. STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE COFFgLL FIRE LANE AND PARKING LOT 2.9. FIRE LANE MARKING STANDARD DETAIL ~ TH,s STA, DARD CONSTRUC~ON DETA,' ,S NOT ADOPTED FROM THE NOV. '~ NC~CO~ STA,DARD DRAW, N~S. SWL ,UL. '0, ~' ~'~ ...... '": ~''~ 2320 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS FILL PIPE WITH CLASS "B" PROPOSED SIGN. CONCRETE. CROWN CONCRETE 1/2" /--ATTACH WITH AND STEEL TROWEL FINISH ~' DRIVE RIVETS ' Ii il PAINT BOLLARD WITH TWO COATS ICU DEVOE~ HIGH PERFORMANCE YELLOW GLOSS ENAMEL. "N zU) o W J o o ©z 6" x .280 WALL (SCH 40) STEEL~ PIPE, OR AS SPECIFIED AND~ ~ ~ ~ ~ o APPROVED IN PLANS OPTIONAL ~ ~ 2"x2"x12' TELESPAR POLE~ o SQUARE o < OR APPROVED EQUAL~ o BLOCK ~ ~ ~IN PAVING o 1:50 SLOPE~ OUT ~ :~ ~ ~ 1.75"xl .75"xl BREAK-A-WAY ~ ~. ~ SECTION FASTENED AT BOTH ~<~%~ h · :~,, o ENDS WITH CORNER BOLTS ". ' 1:~:~) 4 IN PAVINGmt - BLOCKouT _, I-I G ~1:50 SLOPE ' X I-6" PER-I ~ UT OF PAVING _ PIPE DIA. _ ~ ~ o "~2"x2"x2' TELESPAR POLE . o ~ ~OR APPROVED EQUAL ~ ~' ~CLASS "B" CONCRETE PIPE BOLLARD AND BASE 6' N.T.S. NOTE: SION POST AND BASE FOR SIGNAGE DETAILS, SEE LATEST TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (T.M.U.T.C.D.). N.T.S. NO~: STANDARDS ARE ADOPTED FROM THE NCTO6 STANDARD DRA~NGS DATED NOV. '96, ~ LOCAL EXCEPTIONS. , , ~:.~,.,~,,,~. ~, STANDARD CONSTRUCTION DETAILS STO. SPEC. REFERENCE CO, FPELL POURED CONCRETE BASE 2.11., 7.4. · BOLLARD AND SIGN POST STA~DAR~ DETAIL ~% ~IS STANDARD CONSTRUC~ON DETAIL IS NOT ADOP~B FROM ~E NOV. '96 NCTCOG STANDARD DRA~NGS. SWL JUL '04 . NO. LOCAL EXOEP~ON BY DA~ CITY OF COPPELL DALLAS COUNt, TEXAS PAVEMENT SYSTEMS TESTING REQUIREMENTS 1. ALL TESTING ASSOCIATED WITH PUBLIC PAVING IMPROVEMENTS SHALL BE CONDUCTED BY A CERTIFIED LABORATORY SELECTED BY THE CITY OF COPPELL ENGINEERING DEPT. THE CITY OF COPPELL SHALL PAY FOR INITIAL TESTS PERFORMED. THE CONTRACTOR SHALL PAY ALL COSTS ASSOCIATED WITH ANY RE-TESTING. 2. ALL TESTING ASSOCIATED WITH PRIVATE PAVING IMPROVEMENTS SHALL BE CONDUCTED BY A CERTIFIED LABORATORY SELECTED BY THE CONTRACTOR AND APPROVED CITY OF COPPELL ENGINEERING DEPT. THE CONTRACTOR SHALL PAY FOR ALL TESTS PERFORMED UNLESS OTHERWISE NOTED ON THE PLANS AND SPECIFICATIONS. 5. EMBANKMENT MATERIALS SHALL BE TESTED AND CERTIFIED FOR DENSITY, MOISTURE AND GRADATIONS AS SET FORTH IN THE NCTCOG SPECIFICATIONS, FOLLOWING STANDARD TEST PROCEDURES. 4-. DENSITY TESTING SHALL BE PERFORMED ON EACH LIFT OF PROPERLY PLACED AND COMPACTED MATERIAL, AND MINIMUM REQUIREMENTS FOR DENSITY SHALL BE NINETY-FIVE (95) PERCENT (%) OF THE MAXIMUM DENSITY AS DETERMINED BY ASTM D698. 5. MOISTURE CONTENT OF THE MATERIAL SHALL BE FROM OPTIMUM MOISTURE CONTENT TO PLUS FOUR (4-) PERCENT (%) ABOVE OPTIMUM MOISTURE CONTENT. 6. THE MINIMUM FREQUENCY OF DENSITY TESTING SHALL BE THREE (,5) TESTS PER ONE (1) FOOT LOOSE LIFT PER TWO THOUSAND (2000) SQUARE YARDS OF SURFACE AREA. 7. RETESTING OF MATERIALS SHALL BE PERFORMED AT THE ORIGINAL TEST LOCATION. 8. GRADATIONS AFTER THE FINAL MIXING SHALL BE AS FOLLOWS: MINIMUM PASSING 1 INCH LABORATORY SIEVE: 100% MINIMUM PASSING NO. 4- LABORATORY SIEVE: 60% TESTS SHALL BE TAKEN EVERY ONE THOUSAND (1,000) SQUARE YARDS. 9. UPON COMPLETION OF THE WORK AND BEFORE FINAL ACCEPTANCE/FINAL PAYMENT SHALL BE MADE, PAVEMENT THICKNESS TESTS MAY BE CONDUCTED AT THE DISCRETION OF THE CONSTRUCTION INSPECTOR. IF REQUIRED, THE NUMBER OF CORES FOR THICKNESS VERIFICATION SHALL BE BASED ON THREE (5) CORES FOR EVERY TWO THOUSAND (2000) SQUARE YARDS OF PAVEMENT SURFACE AREA, OR ANY PART THEREOF. 11. DURING THE PROGRESS OF THE WORK, THE CONTRACTOR SHALL CAST TEST CYLINDERS TO MAINTAIN A CHECK ON THE COMPRESSIVE STRENGTH OF THE CONCRETE BEING PLACED. SAMPLING AND MOLDING OF TEST SPECIMENS SHALL MEET THE APPLICABLE ASTM GUIDELINES. CONCRETE PAVEMENT TESTING SHALL REQUIRE THREE (5) INDIVIDUAL STRENGTH SAMPLES PER TEST, AT A FREQUENCY OF ONE TEST PER ONE HUNDRED (100) CUBIC YARDS, OR FRACTION THEREOF, OF CONCRETE PLACED PER DAY. A COPY OF THE TEST RESULTS SHALL BE DELIVERED TO THE ENGINEERING DEPARTMENT AND SHALL INCLUDE THE DATE AND TIME OF SAMPLING, EXACT LOCATION CONCRETE WAS PLACED, TRUCK TICKET NUMBER, SLUMP, AIR CONTENT, AND TEMPERATURE OF CONCRETE. 10. ANY DEFICIENCIES IN CONCRETE THICKNESS OR STRENGTH SHALL BE HANDLED IN ACCORDANCE WITH NCTCOG SECTION 5.8.6. NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. 'gG, WITH LOCAL EXCEPTIONS. , , ~ :,a,,,,~,,,~ ~, ~ , STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO,~LL PAVEMENT SYSTEMS ~ ' ~r';~ ~ ~: ' I' TESTING REQUIREMENTS STANDARD DETAIL ~ THIS STANDARD CONSTRUCTION DETAIL IS NOT ADOPTED FROM THE NOV. 'g6 NCTCOG STANDARD DRAWINGS. SWL JAN. '05 . , ,, - 2340 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY', TEXAS i-- SELECT OR GRANULAR MATERIAL COMPACTED ~- CLASS "B" PLAIN TO 90% STANDARD PROCTOR DENSITY ~ DENSITY. OR REINFORCED /--SUITABLE NATIVE MATERIAL ~ CONCRETE. /--SUITABLE NATIVE MATERIAL Bo /COMPACTED TO 95% STANDARD PROCTOR DENSITY \ Bc /// COMPACTED TO 95% STANDARD PROCTOR DENSITY CONCRETE CRADLE ~".~ ~% COMPACTED 5/4"~~~ - (C,ASS "¢ co,c.) o .¢ o U STO, }~/~// ~ ;,/4 DIA. I 1/4 Bc MIN. ~ 3" MIN. · · 6" · · 6" MIN. IN ROCK MIN. IN ROCK Bd Bd CLASS "A" " CLASS "A-1 CLASS "B" CONCRETE CRADLE N.T.S. CLASS "B" CONCRETE CAP N.T.S. PLAIN CONC. LF 2.8 PLAIN CONC. LF 2.8 REINF. CONC. LF 3.4 P=0.4% REINF. CONC. LF 3.4 P=0.4% REINF. CONC. LF 4.8 P=1.0% NOTES: 1. LF. = LOAD FACTOR TO BE USED TO DETERMINE 3 EDGE BEARING BASED ON TYPE OF EMBEDMENT. 2. FREE-FALL OF CONCRETE NOT TO EXCEED 5 FT. 3. P = Rho FOR STEEL % 4. Bc = OUTSIDE DIAMETER OF PIPE 5. Bd = TRENCH WIDTH 6. GREEN TRACER TAPE SHALL BE PLACED OVER ALL SANITARY SEWER MAINS. 7. BLUE TRACER WIRE, AWG ~12, SHALL BE PLACED OVER ALL WATER MAINS AND ROUTED THROUGH VALVE STACKS. 8. CLASS "A" AND "A-I" EMBEDMENT MAY BE USED WHEN APPROVED BY THE CITY ENGINEER FOR EMBEDMENT OF A WATER OR SANITARY SEWER PIPE WHICH PASSES BENEATH A STORM DRAIN PIPE. DRA~NGS DATED NOV. '96, ~ LOCAL EXCEPTIONS. ~ ~, .... STANDARD CONSTRUCTION DETAILS s~. SPEC. REFERENCE A CO FgLL EMBEDMENT 6.2. ~ CHANGED "COMPAC~D CRUSHED STONE" TO "COMPAC~B 3/4" CRUSHED LIMESTONE" SWL .A,. '04 ?*:?:;:~' :'::, '~ CLASS "A" AND "A-I" STANDARD DETAIL A CHANGED "S~. PROCTOR BENSI~' TO "STANDARD PROCTOR DENSI~ DENSI~ SWL MAR. '04 '' '; ¢. "" ;"" ~n 4 n NO. LOCAL EXCEP~ON BY DATE CI~ OF COPPELL DALLAS COUNTY, TEXAS ~V / V SAND~/--SUITABLE NATIVE MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY · < ~[_~> FILTER FABRIC BETWEEN--x. ~~ ' ~ -- I ~o SAND LAYER AND CRU.S,,HED STONE LAYER~I~ i~' I -~-~ AND 6 UP TRENCH SIDE ~i ~ ~ J /~6" MIN., TYP -- 6" MIN STORM DRAIN EMBEDMENT N.T.S. NOTE: STANDARDS ARE ADOP~D FROM THE NCTOG STANDARD DRA~NGS DATED NOV. '96, ~ LOCAL EXCEPTIONS. , , ~¥~: ~, STANDARD CONSTRUCTION DETAILS s~. SPEC· REFERENCE CO~LL EMBEDMENT 6·2· ~?~ CHANGED "COMPAC~D CRUSHED STONE" TO "COMPAC~D 5/~" CRUSHED LIMESTONE" SWL MAR. 'O4 ~ STANDARD DETAIL :' STORM DRAIN ~% CHANGED "GRANULAR MATERIAL" TO "SAND" SWL':' 3020 NO. LOCAL EXOEP~ON BY DATE CI~ OF COPPELL DALLAS COUNTY, TEXAS //~-SUITABLE NATIVE MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY BELOW PIPE ~SAND/FREE FLOWING GRANULAR MATERIAL WATER MAIN EMBEDMENT ~.I.S. ~OI[S: ~ AND ROUTED THROUGH VALVE STACKS. 2. WATER LINE MINIMUM COVER IS 42" TO TOP OF PIPE. NOTE: STANDARDS ARE ADOP~D FROM THE NCTOG STANDARD DRA~NGS DATED NOV. '96, ~ LOCAL EXCEPTIONS. , ~ ~¥~: ~, STANDARD CONSTRUCTION DETAILS s~. SPEC. REFERENCE COPPELL EMBEDMENT 6.2. ; ~,~ ,~ STANDARD DETAIL WATER MAIN ~ ,~,o~. ~w~ ,,~..o~ ~ ~'~:' ':~ 3030 NO. LOCAL EXCEP~ON BY DATE CI~ OF COPPELL DALLAS COUNTY, TEXAS 5/4"CRUSHED LIMESTONE ~ ~ /--SUITABLE NATIVE MATERIAL / __ / COMPACTED TO 95% STANDARD PROCTOR DENSITY 1~6" MIN., TYP --MIN. UNDER PIPE 6" SANITARY SEWER LINE EMBEDMENT (UNLESS MODIFIED BY APPROVED CONSTRUCTION PLANS) N.T.S. NOTE: 1. GREEN TRACER TAPE SHALL BE PLACED OVER ALL SANITARY SEWER MAINS. NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. , ~ ~:¥.~ ~, STANDARD CONSTRUCTION DETAILS ST~. SPEC. REFERENCE CO??ELL EMBEDMENT 6.2. ~?.~ CHANGED "COMPACTED SELECT MATERIAL" TO "COMPACTED 3/4" CRUSHED LIMESTONE" SWL MAR. 'o4 ; !~,~ ,~ STANDARD DETAIL .~ :,'~, SANITARY SEWER ~% ADB NOTES, SWL "*".'0~ ' "~' ':' 3050 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS --SUITABLE NATIVE MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY LINE IN CREEK ~ROCK ~ ~~ 4" MIN. OVER ~ ° ° ° ° ° ° L 6" MIN. b, ~ AS SPECIFIED ON MIN. -- MIN. ~CLASS "B" CONC MIN. IN ROCK ~ ~" MIN., TYP ~" MIN. IN ROCK BO CLASS "0-1" (FOR ROCK DITCHES IN CREEKS) CLASS "C" N.T.S. N.T.S. NOTES: 1. D = INSIDE DIAMETER OF PIPE 2. Bd = TRENCH WIDTH 3. TRACER TAPE SHALL BE PLACED OVER ALL SANITARY SEWER MAINS. 4. BLUE TRACER WIRE, AWG //12, SHALL BE PLACED OVER ALL WATER MAINS. NOTE: STANDARDS ARE ADOPTED FROM THE NCTO6 STANDARD DRAWINGS BATED NOV. '96, WITH LOCAL EXCEPTIONS. , ~ ~¥..~ ~, STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO??ELL EMBEDMENT 6.2. ; !~.~ ,~ , STANDARD DETAIL ,~ CLASS "G" AND "G-1 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS #5 BARS AT 18" C/C ~ MAXIMUM WIDTH EACH WAY UNLESS ~ (SEE NOTE) /I1 1/2" HOT MIX ASPHALTIC OTHERWISE SPECIFIED BY CITY. MAXIMUM WIDTH ON TACK COAT #3 BARS AT 18" C/C ~ WEARING SURFACE ON EACH WAY UNLESS OTHERWISE SPECIFIED ' (SEE NOTE) BY CITY. / / EXISTING ASPHALT CONTRACTION JOINT, ALL SIDES~ \ % /~EXlSTING ~ / ~ . ~ SURFACE SEE STD. DET~I~_2050~~~ , . ~REINFORCEMENT SUBGRADE~ ': : X XX XX XX XX XX XX ; :' CONCRETE ~ REPLACED CONCRETE 1'-0" ~XX tX 1'-o"1%~DOWEL IN TO EXISTING PAVING ~UTILITY ~ OF JOINT ~ ~ ~ %~ ~ ~ ~1~ ~EXISTING SUBGRADE ASPHALT PAVEMENT CONCRETE PAVEMENT N.T.S. N.T.S. NOTES: 1. PAYMENT TO THE CONTRACTOR FOR REPLACEMENT OF PAVEMENT AND/OR DRIVEWAYS WILL BE BASED ON ACTUAL MEASUREMENTS UP TO A MAXIMUM WIDTH EQUAL TO THE SPECIFIED MAXIMUM TRENCH WIDTH (PER STD. SPEC. ITEM 6.2.) PLUS 2 FEET. ANY EXISTING PAVEMENT DAMAGED OR REMOVED IN EXCESS OF THE MAXIMUM LIMITS SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. ~ 2. FLOWABLE FILL SHALL CONTAIN A MINIMUM OF 2 SACKS CEMENT PER C.Y. NOTE: STANDARDS ARE ABOP~B FROM THE NCTO6 STANDARD BRA~NGS DATED NOV. '96, ~ LOCAL EXCEPTIONS. ~,~ A~o .ox z sw. ~A.. '0~ STANDARD CONSTRUCTION DETAILS s~. s¢¢c. ~, ADB NO~ TO DOlL EXIS~N6 PAYMENT SWL MAR. '04 REFERENCE A ADD NO~ FOR REPLACEMENT SUBGRADE SWL .A.. 'o~ CO~EL~ PAVEMENT CUTS 6.5. ~?~ CHANGED "CLASS A CONCRE~" TO "CLASS F CONCRE~" SWL MAR. '04 ,, STANDARD DETAIL ,~ :,',, REMOVAL AND REPLACEMENT ~% CHANGED 'COMPAO=D EMBEBMEN~' TO 'FLOWABLE FILL" SWL "*". ' ""':' 3070 NO. LOCAL EXCEP~ON BY DATE CI~ OF COPPELL DALLAS COUNTY, TEXAS 2' FROM EDGE OF PAVEMENT I /--EXISTING CONCRETE ROADWAY , 2' FROM BACK OF CURB FACE OF BORE PIT~ ~~~/%~/~//~ '-'-~~' ~ ~~ ~ ~ ~FACE OF BORE PIT X;~- -- ~ / '" ~ ' % ' ~ ~ - FILL ANY ANNULAR VOID FILL ANY ANNULAR VOID~ x¢~h% ~~~~ - ~ ~h~/ /BETWEEN CASING PIPE AND BETWEEN CASING PIPE AND~ ~~~&' ~ = ~/BORE WITH PRESSURIZED BORE WITH PRESSURIZED~ ~ ~ A ~ --8 SACK NON-SHRINK GROUT NON S.R,N~ OmOUT X ~5~ ~ ~ ~ ~ ~ / SEAL CASING PIPE END~ ~' ' ~ ~SEAL CASING PIPE END TO CARRIER PIPE WITH ~ ~- ~ TO CARRIER PIPE WITH RESILIENT BOOT~ RESILIENT BOOT ~ ~ - - ~CARRIER~ PIPE CARRIER PIPE SPACING SHALL BE IN / 12"-18" _ ACCOrdAnCE W~ 5~R A ~N ~ ~ SPECIFICATIONS CASING PIPE BEGIN SPECIFIED EMBEDMENT~ CASING SPACER~ 1" RACl BRAND~ OR EQUIVALENT~~ 2. 80~[ DIAM[I[~ SHAkk 8[ SAM[ SIZ[ AS CASING 8 SACKS C[M[~I ~[8 C.Y. TYPICAL ROADWAY SECTION CASING PIPE NTS SECTION A-A N~ NOTE: STANDARDS ARE ADOP~D FROM THE NCTOG STANDARD DRA~NGS DATED NOV. '96, ~ LOCAL EXCEPTIONS. , ~ ~:¥.~ ~, STANDARD CONSTRUCTION DETAILS s~. SPEC. REFERENCE COPPELL ENCASEMENT 2.12., 6.1. ; ~,~, ,~ STANDARD DETAIL ~ ~s ST,,~,,~ co.sz, uc~o, ~T*~ ~S ,OT *~0.~ ~.0. ~ .OV. '~e ,CmO~ ST*,~*,~ ~,*~,6S. S~ ~C. '0; ROADWAY CROSSING BORE 3090 NO. LOCAL EXCEP~ON BY DATE CI~ OF COPPELL DALLAS COUNTY, TEXAS /~(1) 5" GRAY PVC ELECTRICAL CONDUIT /BURY DEPTH 2'-5' BELOW TOP OF SUBGRADE. /LOCATE IN CENTER OF MEDIAN. I I /ELECTRICAL CONDUIT ENDS SHALL BE TURNED : : /UP AND CAPPED TO A HEIGHT 1'-2' ABOVE FINISHED GRADE /AT DESIGNATED STREET LIGHT LOCATIONS I _/_ ...................... '--'-5 ............... ............. '~'"' ~ ~ ':"'L(1) EACH 2" & 4" WHITE PVC IRRIGATION SLEEVE fl I~ ~ BURY DEPTH 1'-2' BELOW TOP OF SUBGRADE. SLEEVE ~l I % % END SHALL EXTEND A MINIMUM OF 2' BEYOND THE EDGE (~ ~ ~ OF PAVING. IRRIGATION SLEEVE ENDS SHALL BE TURNED r¢ ~ ~ UP AND CAPPED TO A HEIGHT 1'-2' ABOVE FINISHED GRADE. A ~ LOCATION TO BE DETERMINED BY DESIGN ENGINEER ' ~I(1) 4-" GRAY PVC ELECTRICAL CONDUIT BURY DEPTH 1'-2' BELOW TOP OF SUBGRADE NOTES: TYPICAL INTERSECTION LOCATE AT CURB RETURN. TERMINATE IN A 1. RED MARKER TAPE SHALL BE ATTACHED TO THE ENDS NTS TYPE "A" GROUND BOX 2' FROM BACK OF CURB OF THE CONDUIT. 2. THE LOCATION OF THE INTERSECTION OF THE CONDUIT AND THE BACK OF PAVING SHALL BE MARKED WITH A CHISELED "X" AND RED PAINT. 5. A NYLON CORD SHALL BE PLACED IN ALL CONDUIT UNDER PAVEMENT. CORD SHALL EXTEND A MINIMUM OF 1' FROM THE CONDUIT END. 4-. ALL PIPE JOINTS SHALL BE SOLVENT WELDED. 5. ALL CONDUIT/SLEEVING SHALL BE SCHEDULE 40. DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. . ~ .~.... ,.. ,,, ,~ STANDARD CONSTRUCTION DETAILS REFERENcESTD' SPEC. CO~~ GENERAL UNDERGROUND CONDUIT ~ STANDARD DETAIL __~, THIS STANDARD CONSTRUCTION DETAIL IS NOT ADOPTED FROM THE NOV. '96 NCTCOG STANDARD DRAWINGS. SWL JuL 'o~. ,~' -r ~:'::'. IRRIGATION SLEEVING AND ELECTRICAL CONDUIT · ' 3095 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS GENERAL UNDERGROUND CONDUIT GENERAL NOTES AND TESTING 1. CONDUIT SHALL NOT BE PLACED WHERE IT IS LIKELY TO BE DAMAGED. NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. , ~ ~¥.~ ~, STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE COFFELL GENERAL UNDERGROUND CONDUIT 2.10., 2.12., 6.7. ~ STANDARD DETAIL ~, THIS STANDARD CONSTRUCTION DETAIL IS NOT ADOPTED FROM THE NOV. '96 NCTCOG STANDARD DRAWINGS. SWL JAN.'o5 GENERAL NOTES AND TESTING ' '~ '~"~' ~'~':' 31 O0 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS A = A _~ A = 11.25" A= 22.50' I.D. T 11.25" 22.50' E (IN.) (IN.) (FT.) (FT.) (FT.) EARTH ROCK EARTH ROCK I.D. G THRUST A B VOL. A B VOL. I.D. O THRUST A B VOL. A B VOL. 4,6,8 0.4 1.5 1.5 0.9 (IN.) (FT.) (TONS) (PT.) (PT.)(C.Y.] (PT.] (PT.)",,C.Y.] (IN.) (FT.) (TONS) (PT.) (PT.)(C.Y.) (FT.] (PT.) (C.Y.) t 10,12 0.5 1.5 1.5 1.2 4,6,8 0.4 1.0 1.0 1.5 0.1 1.0 1.0 0.1 4,6,8 0.8 2.0 1.5 1.5 0.1 1.0 1.0 0.1 16,18 0.6 1.5 1.5 1.6 10,12 0.6 2.2 1.5 1.5 0.1 1.0 1.5 0.1 10,12 1.1 4.4 2.0 2.5 0.5 1.5 1.5 0.1 20 0.7 1.5 1.5 1.8 16,18 0.8 5.0 2.0 2.5 0.5 1.5 2.0 0.2 16,18 1.6 9.9 5.0 5.5 0.6 2.0 2.5 0.5 24 0.9 1.5 1.5 2.1 20 0.9 6.2 2.0 5.5 0.4 1.5 5.0 0.5 20 1.8 12.5 5.5 5.5 0.7 2.0 5.0 0.4 50 2.9 1.5 1.9 2.6 24 1.1 8.9 3.0 3.5 0.5 1.5 3.0 0.3 24 2.2 17.7 4.0 4.5 1.0 3.0 3.5 0.5 36 4.5 1.5 2.3 3.3 30 1.4 10.4 3.0 3.5 0.6 2.0 3.5 0.4 30 2.7 20.7 5.0 4.5 1.5 3.0 4.0 0.8 PLAN 42 5.0 1.8 2.6 5.8 36 1.7 15.0 3.5 4.5 0.9 2.0 4.0 0.5 36 3.3 29.8 5.5 5.5 2.3 4.0 4.0 1.3 48 5.5 2.0 5.0 4.5 42 1.9 20.4 4.5 5.0 1.5 2.5 5.0 0.8 42 3.8 40.5 7.0 6.0 3.9 4.5 5.0 2.1 N.T.S. 54 6.0 2.3 3.4 4.8 48 2.2 26.6 4.5 6.0 2.0 2.5 6.0 1.1 48 4.4 52.9 8.0 7.0 5.7 4.5 6.0 2.8 60 6.5 2.5 3.8 5.3 54 2.5 33.7 6.0 6.0 3.0 3.0 6.0 1.4 54 4.9 67.0 9.0 8.0 8.0 6.0 6.0 4.1 66 6.8 2.8 4.1 5.7 60 2.7 41.6 6.0 7.0 3.8 3.0 7.0 1.8 60 5.5 82.7 9.5 9.0 10.6 6.0 7.0 5.5 ~ ~ 72 7.5 3.0 4.5 6.3 TYPICAL 66 3.0 50.3 6.5 8.0 5.1 3.5 8.0 2.7 66 6.0 100.1 10.5 10.0 14.1 6.5 8.0 7.2 ~ TRENCH WIDTH 78 7.5 3.3 4.9 6.7 72 3.3 59.9 7.5 8.0 6.3 4.0 8.0 3.3 72 6.6 119.1 11.0 11.0 17.6 7.5 8.0 9.1 Bd 84 8.0 3.5 5.3 7.2 ~ ~ ~ 78 3.6 70.2 8.0 9.0 8.1 4.0 9.0 3.9 78 7.1 139.8 12.0 12.0 22.5 8.0 9.0 11.7 ~~~ ~~ ~ 90 8.5 3.8 5.6 7.7 84 3.8 81.5 8.5 10.0 10.3 4.5 10.0 5.3 84 7.6 162.1 13.0 12.5 27.2 8.5 10.0 14.8 Bi' ~/~120' 96 9.0 4.0 6.0 8.2 90 4.1 93.5 9.5 10.0 12.2 5.0 10.0 6.3 90 8.2 186.1 14.0 13.5 33.7 9.5 10.0 17.7 ~' ~ 96 4.4 106.4 10.0 11.0 15.0 5.0 11.0 7.4 96 8.7 211.7 15.0 14.5 41.2 10.0 11.0 21.8 , o i .~ '-! , TABLES OF DIMENSIONS AND QUANTITIES _ ~- REFER TO 1'~ STD. DWG. No. 4-040 ~ FOR GENERAL NOTES. c SECTION A-A N.T.S. NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. , ~ ~:~.~ ~, STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO??ELL HORIZONTAL THRUST BLOCK 6.7. ; !~.~ ,~ STANDARD DETAIL , ,: , :~:,~ AT PIPE BEND ~ ~ t,,~:, '~ NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS 40 1 O-- 1 ~= ~ I.D. T 11.25" 22.50' E (IN.) (IN.) (FT.) (FT.) (FT.) 4,6,8 0.4 1.5 1.5 0.9 10,12 0.5 1.5 1.5 1.2 16,18 0.6 1.5 1.5 1.6 20 0.7 1.5 1.5 1.8 24 0.9 1.5 1.5 2.1 50 2.9 1.5 1.9 2.6 36 4.5 1.5 2.3 3.3 42 5.0 1.8 2.6 5.8 48 5.5 2.0 3.0 4.3 54 6.0 2.3 3.4 4.8 60 6.5 2.5 3.8 5.3 66 6.8 2.8 4.1 5.7 72 7.5 3.0 4.5 6.3 78 7.5 3.3 4.9 6.7 84 8.0 3.5 5.3 7.2 90 8.5 3.8 5.6 7.7 96 9.0 4.0 6.0 8.2 A = 11.25' A= 22.50' EARTH ROCK EARTH ROCK I.D. G THRUST A B VOL. A B VOL. I.D. O THRUST A B VOL. A B VOL. (IN.) (FT.) (TONS) (FT.) (FT.) (C.Y.: (FT.: (FT.) ",,C.Y.: (IN.) (FT.) (TONS) (FT.) (FT.) (C.Y.) (FT.: (FT.) (C.Y.) 4,6,8 0.4 1.0 1.0 1.5 0.1 1.0 1.0 0.1 4,6,8 0.8 2.0 1.5 1.5 0.1 1.0 1.0 0.1 10,12 0.6 2.2 1.5 1.5 0.1 1.0 1.5 0.1 10,12 1.1 4.4 2.0 2.5 0.5 1.5 1.5 0.1 16,18 0.8 5.0 2.0 2.5 0.5 1.5 2.0 0.2 16,18 1.6 9.9 5.0 5.5 0.6 2.0 2.5 0.5 20 0.9 6.2 2.0 5.5 0.4 1.5 5.0 0.5 20 1.8 12.5 5.5 5.5 0.7 2.0 5.0 0.4 24 1.1 8.9 5.0 5.5 0.5 1.5 5.0 0.5 24 2.2 17.7 4.0 4.5 1.0 5.0 5.5 0.5 50 1.4 10.4 5.0 5.5 0.6 2.0 5.5 0.4 50 2.7 20.7 5.0 4.5 1.5 5.0 4.0 0.8 36 1.7 15.0 3.5 4.5 0.9 2.0 4.0 0.5 36 3.3 29.8 5.5 5.5 2.3 4.0 4.0 1.3 42 1.9 20.4 4.5 5.0 1.5 2.5 5.0 0.8 42 5.8 40.5 7.0 6.0 5.9 4.5 5.0 2.1 48 2.2 26.6 4.5 6.0 2.0 2.5 6.0 1.1 48 4.4 52.9 8.0 7.0 5.7 4.5 6.0 2.8 54 2.5 33.7 6.0 6.0 3.0 3.0 6.0 1.4 54 4.9 67.0 9.0 8.0 8.0 6.0 6.0 4.1 60 2.7 41.6 6.0 7.0 3.8 3.0 7.0 1.8 60 5.5 82.7 9.5 9.0 10.6 6.0 7.0 5.3 66 3.0 50.3 6.5 8.0 5.1 3.5 8.0 2.7 66 6.0 100.1 10.5 10.0 14.1 6.5 8.0 7.2 72 3.3 59.9 7.5 8.0 6.3 4.0 8.0 3.3 72 6.6 119.1 11.0 11.0 17.6 7.5 8.0 9.1 78 3.6 70.2 8.0 9.0 8.1 4.0 9.0 3.9 78 7.1 139.8 12.0 12.0 22.5 8.0 9.0 11.7 84 3.8 81.5 8.5 10.0 10.3 4.5 10.0 5.3 84 7.6 162.1 13.0 12.5 27.2 8.5 10.0 14.8 90 4.1 93.5 9.5 10.0 12.2 5.0 10.0 6.3 90 8.2 186.1 14.0 13.5 33.7 9.5 10.0 17.7 96 4.4 106.4 10.0 11.0 15.0 5.0 11.0 7.4 96 8.7 211.7 15.0 14.5 41.2 10.0 11.0 21.8 C A = 30' A = 45' EARTH ROCK EARTH ROCK I.D. G THRUST A B VOL. A B VOL. I.D. G THRUST A B VOL. A B VOL. ~ (IN.) (FT.) (TONS) (FT.) (FT.) (C.Y.) (FT.', (FT.) (C.Y.) (IN.) (FT.) (TONS) (FT.) (FT.) (C.Y.) (FT.) (FT.) (C.Y.) PIPE JOINT 4,6,8 1.0 2.6 2.0 1.5 0.2 1.0 1.5 0.1 4,6,8 1.5 5.9 2.0 2.0 0.2 1.5 1.5 0.1 A ~ -'~ 10,12 1.5 5.9 2.5 2.5 0.5 2.0 1.5 0.2 10,12 2.2 8.7 5.5 2.5 0.5 2.0 2.5 0.5 A - //-, -'-,,.,,,, ,.o < I 24 2.9 23.4 6.0 4.0 1.4 3.5 3.5 0.7 24 4.3 34.6 8.0 4.5 2.3 4.5 4.0 1.1 oIl'-\ '~.L ~...~., l/ 30 3.6 27.5 6.5 5.0 1.9 3.5 4.0 0.9 30 5.4 40.6 8.5 5.0 3.2 5.5 4.0 1.6 °~t\ ~\~ I.D. T 11.25' 22.50' E 42 5.1 55.8 8.0 7.0 5.1 5.5 5.0 2.5 42 7.5 79.6 11.5 7.0 8.1 8.0 5.0 4.2 l o, .~__~, \'~ 4,6,8 0.4 1.5 1.5 0.9 ~ \,, ~, \. ~ ~ (IN.) (IN.) (FT.) (FT.) (FT.) ~.~ \ \ ~ ~ THRUST THRUST 48 5.8 70.3 9.0 8.0 7.4 6.0 6.0 3.7 48 8.6 104.0 13.0 8.0 11.9 9.0 6.0 6.3 PIPE JOINT 16,18 0.6 1.5 1.5 1.6 60 7.3 110.0 11.0 10.0 15.9 7.5 7.5 7.3 60 10.7 162.4 16.5 10.0 23.1 11.0 7.5 12.0 i 66 8.0 132.9 12.5 11.0 18.9 8.5 8.0 9.6 66 11.8 196.5 18.0 11.0 30.1 12.0 8.5 16.2 20 0.7 1.5 1.5 1.8 1 24 0.9 1.5 1.5 2.1 72 8.7 158.2 13.5 12.0 24.0 9.0 9.0 12.3 72 12.9 233.9 19.5 12.0 58.6 14.0 8.5 20.7 30 2.9 1.5 1.9 2.6 78 9.4 185.6 14.5 15.0 50.0 10.0 9.5 15.6 78 13.9 274.5 21.5 15.0 49.8 14.5 9.5 25.9 PLAN 36 4.5 1.5 2.3 5.5 84 10.1 215.5 15.5 14.0 37.1 10.5 10.5 19.5 84 15.0 518.4 25.0 14.0 61.2 15.5 10.5 52.6 N.T.S. I 42 5.0 1.8 2.6 3.8 90 10.9 247.1 16.5 15.0 45.0 11.5 11.0 23.9 90 16.1 365.5 24.5 15.0 74.5 17.5 10.5 39.6 48 5.5 2.0 5.0 4.5 96 11.6 281.2 18.0 16.0 55.5 12.5 11.5 28.9 96 17.1 415.6 26.0 16.0 89.5 18.5 11.5 48.5 54 6.0 2.3 3.4 4.8 A = 67.50' A = 90' EARTH ROCK EARTH ROCK TYPICAL 66 6.8 2.8 4.1 5.7 I.D. G THRUST A B VOL. A B VOL. I.D. (3 THRUST A B VOL. A B VOL. TRENCH WIDTH 72 7.5 5.0 4.5 6.5 (IN.) (FT.) (TONS) (FT.) (FT.) (C.Y.) (FT.) (FT.) (C.Y.) (IN.) (FT.) (TONS) (FT.) (FT.) (C.Y.) (FT.) (FT.) (C.Y.) Bd ~ ~ ~ 78 7.5 3.3 4.9 6.7 4,6,8 2.1 5.6 5.0 2.0 0.5 2.0 1.5 0.2 4,6,8 2.7 7.1 5.0 1.5 0.4 2.0 2.0 0.2 ~ ~ 10,12 5.1 12.6 5.5 2.5 0.8 3.5 2.0 0.4 10,12 4.0 16.0 6.5 2.5 1.0 5.5 2.5 0.5 84 8.O 3.5 5.5 7.2 ~ 2 ~.--120' .~ :-- 908.53.85.67.7 16,184.728.37.54.01.95.53.00.916,186.036.09.04.02.44.54.01.0 - ~ 96 9.0 4.0 6.0 8.2 20 5.2 34.9 9.0 4.0 2.3 5.5 3.5 1.2 20 6.6 44.4 10.0 4.5 ,3.1 6.0 4.0 1.5 I '_ ~ 24 6.2 50.5 11.5 4.5 5.5 6.5 4.0 1.6 24 7.9 64.0 14.5 4.5 5.0 8.0 4.0 2.1 30 7.8 58.9 12.0 5.0 4.8 7.5 4.0 2.2 30 9.9 75.0 15.0 5.0 6.7 10.0 4.0 5.5 m ~ ~ 56 9.4 84.9 14.5 6.0 8.2 9.5 4.5 3.8 36 11.9 108.0 18.0 6.0 11.4 12.0 4.5 5.3 --' CC 42 10.9 115.5 17.0 7.0 12.8 11.0 5.5 6.5 42 13.9 147.0 21.0 7.0 17.8 14.0 5.5 8.7 48 12.5 150.9 19.0 8.0 18.4 15.0 6.0 9.2 48 15.9 192.0 24.0 8.0 26.2 16.0 6.0 12.4 ~ 54 14.0 191.0 21.5 9.0 26.0 15.0 6.5 12.9 54 17.9 243.0 27.0 9.0 36.9 18.0 7.0 18.1 t 60 15.6 235.8 24.0 10.0 35.6 16.0 7.5 17.6 60 19.9 299.8 30.0 10.0 50.3 20.0 7.5 24.0 L 66 17.1 285.3 26.0 11.0 46.0 18.0 8.0 23.0 66 21.8 362.8 33.0 11.0 66.2 22.0 8.5 32.5 ~- REFER TO 1'-~,..-. STD. DWG. No. 4-040 72 18.7 559.5 28.5 12.0 57.8 19.0 9.0 28.4 72 25.8 451.8 56.0 12.0 85.6 24.0 9.0 41.0 c SECTION A-A FOR GENERAL NOTES. 78 20.2 398.5 31.0 13.0 75.7 21.0 9.5 37,4 78 25.7 506.7 39.0 13.0 108.2 26.0 10.0 53.2 84 21.8 462.1 55.5 14.0 94.7 22.0 10.5 46.5 84 27.7 587.7 42.0 14.0 154.4 28.0 10.5 64.8 N.T.S. 90 25.3 550.5 55.5 15.0 114.4 24.5 11.0 58.2 90 29.0 674.6 45.0 15.0 164.9 50.0 11.5 81.2 96 24.9 603.6 38.0 16.0 138.9 25.5 12.0 70.0 96 51.6 767.5 48.0 16.0 199.0 52.0 12.0 95.1 "~'"°~'""~"'°~"~"°'~ ...... ~" TABLES OF DIMENSIONS AND QUANTITIES NOTE: STANBARBS ARE ABOPTEB FROM THE NCTO6 STANBARB BRAWlNGS BATED NOV. '96, WITH LOCAL EXCEPTIONS. , ~ ~:~,.~ ~, STANDARD CONSTRUCTION DETAILS sD. SPEC. REFERENCE CO??gLL HORIZONTAL THRUST BLOCK 6.7. ; !~.~ ,~ STANDARD DETAIL AT PIPE BEND ~ ~ ,>:, '~ ,:~ ,4 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS ~"I'U ! U-I A= ~ I.D. T 11.25' 22.50' E (IN.) (IN.) (FT.) (FT.) (FT.) 4,6,8 0.4 1.5 1.5 0.9 10,12 0.5 1.5 1.5 1.2 16,18 0.6 1.5 1.5 1.6 20 0.7 1.5 1.5 1.8 24 0.9 1.5 1.5 2.1 30 2.9 1.5 1.9 2.6 56 4.5 1.5 2.5 5.5 42 5.0 1.8 2.6 3.8 48 5.5 2.0 5.0 4.5 54 6.0 2.5 5.4 4.8 60 6.5 2.5 5.8 5.5 66 6.8 2.8 4.1 5.7 72 7.5 5.0 4.5 6.5 78 7.5 3.3 4.9 6.7 84 8.0 3.5 5.3 7.2 90 8.5 5.8 5.6 7.7 96 9.0 4.0 6.0 8.2 A = 50" A = 45" EARTH ROCK EARTH ROCK I.D. (3 THRUST A B VOL. A B VOL. I.D. (3 THRUST A B VOL. A B VOL. (IN.) (FT.) (TONS) (FT.) (FT.) (C.Y.) (FT.', (FT.) (C.Y.) (IN.) (FT.) (TONS) (FT.) (FT.) (C.Y.) (FT.) (FT.) (C.Y.) 4,6,8 1.0 2.6 2.0 1.5 0.2 1.0 1.5 0.1 4,6,8 1.5 3.9 2.0 2.0 0.2 1.5 1.5 0.1 10,12 1.5 5.9 2.5 2.5 0.5 2.0 1.5 0.2 10,12 2.2 8.7 5.5 2.5 0.5 2.0 2.5 0.5 16,18 2.2 15.2 5.5 4.0 0.8 2.5 5.0 0.4 16,18 5.2 19.5 4.5 4.5 1.2 5.0 5.5 0.6 20 2.4 16.5 4.5 4.0 1.0 5.0 5.0 0.5 20 5.6 24.1 5.5 4.5 1.5 5.5 5.5 0.7 24 2.9 23.4 6.0 4.0 1.4 3.5 3.5 0.7 24 4.3 34.6 8.0 4.5 2.3 4.5 4.0 1.1 30 3.6 27.5 6.5 5.0 1.9 3.5 4.0 0.9 30 5.4 40.6 8.5 5.0 3.2 5.5 4.0 1.6 56 4.4 39.5 7.0 6.0 3.4 4.5 4.5 1.6 36 6.5 58.5 10.0 6.0 5.5 6.5 4.5 2.6 42 5.1 55.8 8.0 7.0 5.1 5.5 5.0 2.5 42 7.5 79.6 11.5 7.0 8.1 8.0 5.0 4.2 48 5.8 70.3 9.0 8.0 7.4 6.0 6.0 3.7 48 8.6 104.0 13.0 8.0 11.9 9.0 6.0 6.3 54 6.5 89.0 10.0 9.0 10.5 7.0 6.5 5.3 54 9.7 131.5 15.0 9.0 17.1 10.5 6.5 8.9 60 7.3 110.0 11.0 10.0 15.9 7.5 7.5 7.3 60 10.7 162.4 16.5 10.0 23.1 11.0 7.5 12.0 66 8.0 152.9 12.5 11.0 18.9 8.5 8.0 9.6 66 11.8 196.5 18.0 11.0 50.1 12.0 8.5 16.2 72 8.7 158.2 13.5 12.0 24.0 9.0 9.0 12.3 72 12.9 255.9 19.5 12.0 38.6 14.0 8.5 20.7 78 9.4 185.6 14.5 15.0 50.0 10.0 9.5 15.6 78 13.9 274.5 21.5 15.0 49.8 14.5 9.5 25.9 84 10.1 215.5 15.5 14.0 57.1 10.5 10.5 19.5 84 15.0 518.4 25.0 14.0 61.2 15.5 10.5 52.6 90 10.9 247.1 16.5 15.0 45.0 11.5 11.0 25.9 90 16.1 565.5 24.5 15.0 74.5 17.5 10.5 59.6 96 11.6 281.2 18.0 16.0 55.5 12.5 11.5 28.9 96 17.1 415.6 26.0 16.0 89.5 18.5 11.5 48.5 A = 67.50' A = 90' EARTH ROCK EARTH ROCK I.D. (3 THRUST A B VOL. A B VOL. I.D. O THRUST A B VOL. A B VOL. (IN.) (FT.) (TONS) (FT.) (FT.) (C.Y.) (FT.) (FT.) (C.V.) (IN.) (FT.) (TONS) (FT.) (FT.) (C.Y.) (FT.) (FT.) (C.Y.) 4,6,8 2.1 5.6 5.0 2.0 0.5 2.0 1.5 0.2 4,6,8 2.7 7.1 5.0 1.5 0.4 2.0 2.0 0.2 10,12 5.1 12.6 5.5 2.5 0.8 5.5 2.0 0.4 10,12 4.0 16.0 6.5 2.5 1.0 5.5 2.5 0.5 16,18 4.7 28.5 7.5 4.0 1.9 5.5 3.0 0.9 16,18 6.0 36.0 9.0 4.0 2.4 4.5 4.0 1.0 20 5.2 54.9 9.0 4.0 2.5 5.5 5.5 1.2 20 6.6 44.4 10.0 4.5 5.1 6.0 4.0 1.5 24 6.2 50.5 11.5 4.5 5.5 6.5 4.0 1.6 24 7.9 64.0 14.5 4.5 5.0 8.0 4.0 2.1 30 7.8 58.9 12.0 5.0 4.8 7.5 4.0 2.2 30 9.9 75.0 15.0 5.0 6.7 10.0 4.0 5.5 36 9.4 84.9 14.5 6.0 8.2 9.5 4.5 3.8 36 11.9 108.0 18.0 6.0 11.4 12.0 4.5 5.3 42 10.9 115.5 17.0 7.0 12.8 11.0 5.5 6.3 42 13.9 147.0 21.0 7.0 17.8 14.0 5.5 8.7 48 12.5 150.9 19.0 8.0 18.4 15.0 6.0 9.2 48 15.9 192.0 24.0 8.0 26.2 16.0 6.0 12.4 54 14.0 191.0 21.5 9.0 26.0 15.0 6.5 12.9 54 17.9 243.0 27.0 9.0 36.9 18.0 7.0 18.1 60 15.6 235.8 24.0 10.0 35.6 16.0 7.5 17.6 60 19.9 299.8 30.0 10.0 50.3 20.0 7.5 24.0 66 17.1 285.5 26.0 11.0 46.0 18.0 8.0 25.0 66 21.8 362.8 55.0 11.0 66.2 22.0 8.5 32.5 72 18.7 559.5 28.5 12.0 57.8 19.0 9.0 28.4 72 25.8 451.8 56.0 12.0 85.6 24.0 9.0 41.0 78 20.2 398.5 31.0 13.0 75.7 21.0 9.5 37,4 78 25.7 506.7 39.0 13.0 108.2 26.0 10.0 53.2 84 21.8 462.1 35.5 14.0 94.7 22.0 10.5 46.5 84 27.7 587.7 42.0 14.0 154.4 28.0 10.5 64.8 90 25.5 550.5 55.5 15.0 114.4 24.5 11.0 58.2 90 29.0 674.6 45.0 15.0 164.9 50.0 11.5 81.2 96 24.9 605.6 58.0 16.0 158.9 25.5 12.0 70.0 96 51.6 767.5 48.0 16.0 199.0 52.0 12.0 95.1 C ...... THRUST~Ii~[O~o~ < ,,m'O° EARTH ROCK I.D. THRUST C A VOL. A VOL. (IN.) (TONS) {FT.) (FT.) (C.Y.) (FT.) (C.Y.) PLAN OF PLUG THRUST BLOCK 4,6,8 5.1 1.5 2.5 0.3 2.0 0.2 N.T.S. 10,12 11.3 1.5 3.5 0.6 2.5 0.3 16,18 25.5 2.0 5.5 1.6 4.0 0.9 REFER TO 2o 31.5 2.o 6.o 1.9 4. o o.9 STD. DWG. No. 404-0 24 45.2 2.5 7.0 3.1 5.0 1.7 FOR GENERAL NOTES. 30 55.0 5.0 7.5 4.1 5.5 2.4 56 76.5 4.0 9.0 7.5 6.5 4.2 42 104.0 4.5 10.5 11.0 7.5 6.2 48 156.0 5.0 12.0 15.6 8.5 8.7 c 54 172.0 5.5 15.5 21.4 9.5 11.9 ~ 60 212.0 6.0 15.0 28.4 10.5 15.7 66 257.0 6.5 16.5 56.8 11.5 20.5 1' -~1 "~-- 72 305.0 7.5 17.5 47.2 12.5 27.2 78 558.0 8.0 19.0 58.9 15.5 55.7 ~ ~ ,., 84 416.0 8.5 20.5 72.3 14.5 41.2 n-' 90 477.0 9.0 22.0 87.7 15.5 49.7 / I b,~ '~ ~ 96 543.0 9.5 23.5 104.8 16.5 61.0 THRUST_ I o (.-) ~ - .-Ii-,,, ~ < o, . ... PLAN OF TEE THRUST BLOCK N.T.S. EARTH ROCK I.D. THRUST C A VOL. A VOL. (IN.) (TONS) ~FT.) (FT.) (C.Y.) (FT.) (C.Y.) 4,6,8 5.1 1.5 2.5 0.5 2.0 0.2 10,12 11.5 1.5 5.5 0.6 2.5 0.5 16,18 25.5 2.0 5.5 1.6 4.0 0.9 20 51.5 2.0 6.0 1.9 4.0 0.9 24 45.2 2.5 7.0 3.1 5.0 1.7 30 55.0 5.0 7.5 4.1 5.5 2.4 56 76.5 4.0 9.0 7.5 6.5 4.2 42 104.0 4.5 10.5 11.0 7.5 6.2 48 156.0 5.0 12.0 15.6 8.5 8.7 54 172.0 5.5 13.5 21.4 9.5 11.9 60 212.0 6.0 15.0 28.4 10.5 15.7 66 257.0 6.5 16.5 36.8 11.5 20.5 72 305.0 7.5 17.5 47.2 12.5 27.2 78 358.0 8.0 19.0 58.9 13.5 33.7 84 416.0 8.5 20.5 72.5 14.5 41.2 90 477.0 9.0 22.0 87.7 15.5 49.7 96 543.0 9.5 23.5 104.8 16.5 61.0 NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. r' ~ ~ : ~ : ~ ~ STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO??ggg HORIZONTAL THRUST BLOCK 6.7. AT TEES AND PLUGS STANDARD DETAIL ' "" 4020 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS A ~ 11.25' 22.50' 30" 45' 67.50' 90' ~ A I.D. THRUST VOL. THRUST VOL. THRUST VOL. THRUST VOL. THRUST VOL. THRUST VOL. I.D. (IN.) (TONS) (C.Y.) (TONS) (C.Y.)(TONS) (C.V.) (TONS) (C.Y.) (TONS) (C.Y.) (TONS) (C.Y.) (IN.) 4,6,8 1.0 0.5 2.0 1.0 2.5 1.5 3.6 1.8 4.6 2.5 5.0 2.5 4,6,8 10,12 2.2 1.1 4.3 2.2 5.7 2.8 8.0 4.0 10.5 5.2 11.3 5.7 10,12 16,18 5.0 2.5 9.7 4.9 12.7 6.4 18.0 9.0 23.5 11.8 25.5 12.7 16,18 20 6.1 3.1 12.0 6.0 15.7 7.9 22.2 11.1 29.2 14.5 31.4 15.7 20 24 8.2 4.4 17.3 8.7 22.6 11.5 52.0 16.0 41.8 20.9 45.2 22.6 24 50 10.5 5.2 20.3 10.1 26.5 15.5 57.5 18.8 49.0 24.5 53.1 26.5 50 56 14.9 7.5 29.2 14.6 58.2 19.1 54.0 27.0 70.5 55.3 76.4 38.2 56 42 20.3 10.1 39.8 19.9 52.0 26.0 73.5 36.7 96.0 48.0 104.0 52.0 42 b ~ 11.25' 22.50' 30" 45' 67.50' 90' ~ A I.D. THRUST VOL. THRUST VOL. THRUST VOL. THRUST VOL. THRUST VOL. THRUST VOL. I.D. (IN.) (TONS) (C.Y.) (TONS) (C.Y.) (TONS) (C.Y.) (TONS) (C.Y.) (TONS) (C.Y.) (TONS) (C.Y.) (IN.) 4,6,8 1.0 0.5 2.0 1.0 2.5 1.5 3.6 1.8 4.6 2.5 5.0 2.5 4,6,8 10,12 2.2 1.1 4.3 2.2 5.7 2.8 8.0 4.0 10.5 5.2 11.3 5.7 10,12 16,18 5.0 2.5 9.7 4.9 12.7 6.4 18.0 9.0 23.5 11.8 25.5 12.7 16,18 20 6.1 3.1 12.0 6.0 15.7 7.9 22.2 11.1 29.2 14.5 31.4 15.7 20 24 8.2 4.4 17.3 8.7 22.6 11.5 52.0 16.0 41.8 20.9 45.2 22.6 24 50 10.5 5.2 20.3 10.1 26.5 15.5 57.5 18.8 49.0 24.5 53.1 26.5 50 56 14.9 7.5 29.2 14.6 58.2 19.1 54.0 27.0 70.5 55.3 76.4 38.2 56 42 20.3 10.1 39.8 19.9 52.0 26.0 73.5 36.7 96.0 48.0 104.0 52.0 42 48 26.5 13.2 51.9 26.0 67.9 33.9 96.0 48.0 126.0 62.7 136.0 67.9 48 54 33.5 16.8 65.7 32.9 85.9 42.9 122.0 60.7 159.0 79.4 172.0 85.9 54 60 41.4 20.7 81.2 40.6 106.0 53.0 150.0 75.0 196.0 98.0 212.0 106.0 60 66 50.1 25.0 98.2 49.1 128.0 64.2 182.0 90.7 237.0 119.0 257.0 128.0 66 72 59.6 29.8 117.0 58.4 153.0 76.3 216.0 108.0 282.0 141.0 505.0 153.0 72 78 69.9 35.0 137.0 68.6 179.0 90.0 254.0 127.0 331.0 166.0 358.0 179.0 78 84 81.1 40.5 159.0 79.5 208.0 104.0 294.0 147.0 384.0 192.0 416.0 208.0 84 90 93.1 46.5 183.0 91.3 239.0 119.0 337.0 169.0 441.0 221.0 477.0 239.0 90 96 106.0 53.0 208.0 104.0 272.0 136.0 384.0 192.0 502.0 251.0 543.0 272.0 96 TRENCH 48 26.5 13.2 51.9 26.0 67.9 33.9 96.0 48.0 126.0 62.7 136.0 67.9 48 WIDTH Bd 54 33.5 16.8 65.7 32.9 85.9 42.9 122.0 60.7 159.0 79.4 172.0 85.9 54 -,,,,.-A /~GROUND GROUND '~,,, B -'""'"- 60 41.4 20.7 81.2 40.6 106.0 53.0 150.0 75.0 196.0 98.0 212.0 106.0 60 ,¢/x,....-..,~ ~//x,,~¥,cx,,.~.~ ~//~ ~~~ --~. 66 50.1 25.0 98.2 49.1 128.0 64.2 182.0 90.7 237.0 119.0 257.0 128.0 66 ~ ~ ~ 72 59.6 29.8 117.0 58.4 155.0 76.5 216.0 108.0 282.0 141.0 505.0 155.0 72 ~ ~~ ~~/~'-~ ~ .-, ~ ~ ~ 78 69.9 35.0137.068.6179.090.0254.0127.0331.0166.0358.0179.078 c~ ~.~s~~'~ 84 81.1 40.5 159.0 79.5 208.0 104.0 294.0 147.0 384.0 192.0 416.0 208.0 84 ~ ~ ¢ 0 ~ 96 106.0 53.0 208.0 104.0 272.0 136.0 384.0 192.0 502.0 251.0 543.0 272.0 96 II o o ~ ~¢~ ~ I , ~ASSUMED ~ ~ ~ ~-/o1~~ HORIZONTAL TABLE OF DIMENSIONS AND QUANTITIES ¢ O 0 ~ o o II ~ II o o ~ / I OF THRUST = <' <l ~J~ TABULATED VALUE ¢ o <z ~z o ~ o ~4 ~ 12" CENTERS. '//~%~% i '~/~x~xx [ '//~%x FOR PIPE SIZES GREATER THAN 12" ~A VARIABLE REINFORCING SHALL (APPROX. SAME BE AS SPECIFIED Bd + 2' MIN. LENGTH AS BEND) BY ENGINEER. ~B VIEW B-B SECTION A-A N.T.S. N.T.S. REFER TO STD. DWG. No. 4040 FOR GENERAL NOTES. NOTE: STANDARDS ARE ABOP~B FROM THE NCTOG STANDARD BRA~NGS BATED NOV. '96, ~ LOCAL EXCEPTIONS. , , ~ :¥,¥~ ~: ~, STANDARD CONSTRUCTION DETAILS s~. SPEC. REFERENCE COFFgLL VERTICAL THRUST BLOCK 6.7. ~ ~.~ ,~ STANDARD DETAIL AT PIPE BEND 4030 NO. LOCAL EXCEP~ON BY DATE CI~ OF COPPELL DALLAS COUNTY, TEXAS GENERAL NOTES FOR ALL THRUST BLOCKS: 1. CONCRETE FOR BLOCKING SHALL BE CLASS 2. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200 PSI FOR DUCTILE IRON, P.V.C., AND 1,50 PSI FOR CONCRETE PIPE. ,3. VOLUMES OF THRUST BLOCKS ARE NET VOLUMES OF CONCRETE TO BE FURNISHED. THE CORRESPONDING WEIGHT OF THE CONCRETE (CLASS "B") IS EQUAL TO OR GREATER THAN THE VERTICAL COMPONENT OF THE THRUST ON THE VERTICAL BEND. 4-. WALL THICKNESS (T) ASSUMED HERE FOR ESTIMATING PURPOSES ONLY. 5. POUR CONCRETE FOR BLOCK AGAINST UNDISTURBED EARTH. 6. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD CONDITIONS WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. 7. THE SOIL BEARING PRESSURES ARE BASED ON 1000 LBS./S.F. IN SOIL AND 2000 LBS./S.F. IN ROCK. 8. USE POLYETHYLENE WRAP OR APPROVED EQUAL BETWEEN CONCRETE AND BEND, TEE, OR PLUG TO PREVENT CONCRETE FROM ADHERING TO IT. 9. CONCRETE SHALL NOT EXTEND BEYOND JOINTS. NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. , ~ ~:¥.~ ~, STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO??ELL THRUST BLOCK 6.7., 7.4. ,~ STANDARD DETAIL GENERAL NOTES ' ?:' 4040 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS #3 BARS AT 18" O.C.E.W. 1' (2' SQUARE) UNPAVED AREA = = gL ~///~ PAVED AREA 6 IN UNPAVED AREA ~,,,;,,%,,,~,,,,¥,~,%,,,;,~,,,~,,,,~, . i.--L"Li ,~ ..................... ,,' ';' ,, / 8" OR GREATER I" PAVED AREA '~~: / -- -- \ ~i?~/ CLASS "F" CONCRETE ~~,~,~: I~ ~1 /~ BACKFILL---,. TALL ADdUSTABLE VALVE BOX FROM TOP /~\ % ~~w~ / L~ \~" J OF VALVE BONNET TO FINISHED GRADE IF VALVE OPERATING NUT IS MORE T~AN 48" BELOW FINISHED~ I ~~ ~ ~ POLY WRAP GATE VALVE PRIOR TO BACKFILLING SEE STANDARD CONSTRUCTION~ ~ ~ ~ ~ ~TRACER WIRE DETAIL 5050~ ~ -- -- ~ (1) ZINC CAP PER VALVE RESTRAINED M.d. CONNECTION FLANGED CONNECTION NOTES: /~%%~ 5' MIN. 1. BLUE TRACER WIRE, AWG ~12, SHALL BE PLACED OVER ALL WATER MAINS. TO NEXT PIPE dOINT, TYP. 2. IDENTIFY VALVE LOCATION PER STANDARD CONSTRUCTION DETAIL 4220. .~.,~o~,~ .... ~,,¢~ .... ,. GATE VALVE. VALVE BOX AND EXTENSION STEM NO~: STANDARDS ARE ADOPTER FROM THE NCT06 STANDARD N.T.S. BRA~NGS BATED NOV. '96, ~TH LOCAL EXCEP~ONS. STANDARD CONSTRUCTION DETAILS STO. SP~C. ~ ADD mACER WiRE SWL JAN. '05 .... ~ ~ , ~ , REFERENCE A *DD 9..~.S.O. ~0..~XT .0..~ O....E SW. .A.. '0~ CO~L~ GATE VALVE 4" TO 12" 6.7., 7.4., 2.13. ~% ABE RES~AINEB M.J. AND FLANGER CONNEC~ON OBJECTS AND NOTES SWL JAN. '05 r" ,' '~ t:'"L~: '*' ":':~" :; ,~"~' INSTALLATION STAN~ARa Z~%~ ABE EMBEBMENT AND BACKFILL SWL MAR. '04 , ~,~; ,;:,~ ;:;.,; , , .... · 4050 NO. LOCAL EXCEP~ON BY DA~ CITY OF COPPELL DALLAS COUNt. TEXAS CLASS "F" CONCRETE BASE~ <~ 1 ~ECCENTRIC REDUCER IF REQUIRED IN PAVED AREAS~ ~ (INSTALL W/ STRAIGHT SIDE UP) .... ~ ~\~ CLASS F ~ ------------._ % N N N~ / BCLOoNcCKRETE SUPPORT'~'- ~%%NI ~ 1" COPPER PIPE 1" CURB STOP VAULT WITH HATCH IN UNPAVED AREAS I I I ~ -- I : : I I : :I AND 1" CORP. COCK-- l ~c~ L~_N_N_I ~c~ ~ /~~ -- ,, PLACE M H 1 NPT THD. OUTLET- ^m~^c ' ' AND 1" CORP. COCK ...... ~ .... SEAL CLASS "F" b-l~~ ~wITH VAULT INsTALLATIONs CONCRETE SUPPORT BLOCK ECCENTRIC REDUCER IF REQUIRED (INSTALL W/ STRAIGHT SIDE UP) PLAN N.T.S. NOTE: IDENTIFY VALVE LOCATION PER STANDARD CONSTRUCTION DETAIL 4220 NOTE: STANDARDS ARE ADOPTED FROM THE NCTO6 STANDARD DRAWINGS DATED NOV, '96, WITH LOCAL EXCEPTIONS, r' ~ ~ : ~ : ~ ~ STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE A ^oo v^u.- TO ,,,- ustc .. u.,.^wo ^.~^. sw. .^.. 'o.,,--.--...=,..t. UFF~LL, VAULT CONSTRUCTION 6.7., 7.4., 2.13. HORIZONTAL GATE VALVE 16" OR LARGER STANDARD DETAIL ~ BY-PASS VALVE 4-~ MINIMUM SWL MAR. '04- ~ >,? :z~,~ ,., , .... · 4060 1 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS /24" OR 40" STD. C.I.N.H. FRAME /AND COVER AS SPECIFIED BY CITY ~-STANDARD C.I. VALVE COVER 1" CURB STOP ~IN PAVED AREAS ,, /'~ 1" COPPER PIPE TO% PRECAST GRADE RINGS"~'"~! ~ ~ i ~ FINISHED GRADE 2 MIN. CLEAR ~ BE LAID CLOSE \ PRECAST TOP OR~_ i ~ ~ ~ I · WHEN NOT IN EX. OR BETWEEN END OF TO VALVE ] CAST-IN-PLACE ~i ~-- , '~- i~ ,$o PROP STREETS - PIPE AND VALVE I ' I ,~ I I ~ I ~ ~ '~I ~- COVER SEAT / OUTLET W ,~ ~/ __ ~ ~ L [ '~ __ ' 1 NPT THD - [ ~ I I [ I ~ 8" MIN COCK [ ~ BE INSIDE M.H. %, ~' %k~ .:~ ~ ....... I 6:: MIN INSULATED FLANGE ~ ~ i,~ ~ ~ ~ ~7 AT 12,, C.C. 12 MAX -- VAULT SIZED TO FIT VALVE OPERATING NUT --%%~ b ~ ~ %X ~6AT 12 C.C. ~ ~ --USE IN UNPAVED AREAS ~ ~~% % ~ % INSTALL VALVE OPERATING ~ /// ~ ~.~ ~ ' ' NUT RISER AND CROSS MEMBER _/ ~ / If ~ ~ ~' ~ ~5' OR 6' DA PRECAST ~ BY-PASS VALVE, 4" MIN./ ~ F~'i' ~I ~ ~/ OR CAST-IN~PLAOE Il, ~ ~ ' M.~. CLASS,,"F" CONCRETE CLASS "F" CONCRETE % ~ ~ ~ 1/ I ~ ~ (6 FOR 50 VALVE OR LARGER) SUPPORT BLOCK ~ ~ ' (SAME SIZE AS VALVE) ~ k% ~/ 1~ ~ . IN PAVED AREAS ~ ~~/ / ~ ~ ~ 8" MIN. (CAST-IN-PLACE) IN PAVED AREAS ~ .~ ~ ~SEAL PENETRATION ' CLASS "F" CONCRETE ~ ~ ~ ~~~ '- ~ /~4 AT 12" O.C. ~ i I ]~_H~_~:~L ~A~ ~C~ SUPPORT BLOCKS I , ~ ~ ~ ~PuN PNbCAU/ N.H.), IN PAVbU ANbA~ 12' ,, I~ PAV[D A~[AS ' ' ~8 LENGTH OF BASE OR VAULT AS REQUIRED BY SIZE OF VALVE 6" BACKFILL 12" AROUNB VALVE BOBY W/ PORTLAND CEMENT STABILIZED SAND 2 SACKS PER CUBIC YARD. IN PAVED AREAS. PROFILE N.T.S. NOTE: IDENTIFY VALVE LOCATION PER STANDARD CONSTRUCTION DETAIL 4220 NO~: STANBARBS ARE ABOPTEB FROM THE NCT06 STANBARB BRA~NGS BATEB NOV. '96, ~TH LOCAL EXOEP~ONS. , ~ ~: ~: ~, STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE ~.. *DD WU~ TO ~, USeD., U,,*~D *,~*S SW~ ,*,. '0~ CO~~ VAULT CONSTRUCTION 6.7., 7.4., 2.13. HORIZONTAL GATE VALVE 16" OR LARGER STA~DAR~ OETA¢L ~ BY-PASS VALVE 4" MINIMUM SWL MAR. '04 ¢ ~>..- ::~.~ .... .... · 4060 2 NO. LOCAL EXCEP~ON BY DA~ CITY OF COPPELL DALLAS COUNt, TEXAS CLASS "F" CONCRETE SUPPORT BLOCK~~ ~ /~ISEAL CORED HOLE WITH RUBBER GASKET/IsTD. CAST-IN-PLACE CORPORATIsOEN COCK ~ '"' ~ ~ /OR PRE CAST MANHOLE Bi F _r .... ~ "',~~I~(~) ' ( I( }l )) F--I_l/-I- ~NN~NISEE SECTION B-B, STD. DETAIL 4070B CORPORATION ~ SEE NOTE CLASS "F" CONCRET /E SUPPORT BLOCK~ ~--SEAL CORED HOLE WITH RUBBER GASKET NOTES: 1. PROVIDE CORPORATION COCK AND CURB STOPS A MAXIMUM OF 12" FROM EACH END OF GATE VALVE, AS SHOWN. CORPORATION AND CURB STOP SIZES SHALL BE 1" FOR 16", 20", AND 24" NOMINAL PIPE DIAMETERS; 2" FOR 50" AND LARGER PLAN VIEW DIAMETERS. 2" TAPS SHALL BE MADE AS A 2" FLANGED OUTLET WITH INSULATED ADAPTER KIT. COPPER RISERS SHALL BE PROVIDED BETWEEN THE CORPORATION (CONE AND MANHOLE COVER REMOVED FOR CLARITY) AND CURB STOPS. CURB STOPS SHALL BE INSTALLED AT AN ELEVATION 12" ABOVE N.T.S. THE TOP SURFACE OF MANHOLE BOTTOM. 2. IDENTIFY VALVE LOCATION PER STANDARD CONSTRUCTION DETAIL 4220. NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWlNGS DATED NOV. '96, W1TH LOCAL EXCEPTIONS. , ~ ~¥.~: ~, STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE COFFggg VAULT CONSTRUCTION 6.7., 7.4., 2.13. ,~ STANDARD DETAIL ~ THIS STANDARD CONSTRUCTION DETAIL IS NOT ADOPTED FROM THE NOV. '96 NCTCOG STANDARD DRAWINGS. SWL MAR. 'o4 VERTICAL GATE VALVE 16" OR LARGER 4070 1 NO. LOCAL EXCEPllON BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS i W Z <( Z fJ3 <( <(Z rw'o ¢¢ EL,~ (DEL W I ZEL EL >-= 0:) o m,¢ 0 W 12"-18" 6" FRAME <( <(Z ~0 ¢¢ EL,~ (DEL W I ZEL · EL )-= o m,¢ (D(,n 0 0 0 ii > z . 15" ,o z '<p_ < m 0 0 = W z NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD D 50 DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. (D © , ~ ~:¥.~,~ ~, STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO??ELL VAULT CONSTRUCTION 6.7., 7.4., 2.13. ; !~,;~ ,~ STANDARD DETAIL ~% THIS STANDARD CONSTRUCTION DETAIL IS NOT ADOPTED FROM THE NOV. '96 NCTCOG STANDARD DRAWINGS. SWL MAR.'o,* VERTICAL GATE VALVE 16" OR LARGER 4070 2 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS -- /--SEE AIR VENT ON /STD, DETAIL 4100B, AIR BRASS VFNIT VALVE WHEEL F~'E~ ,, THIS RISER SHALL BE AS / VALVE STD. 24 C.I.M.H.---x NEAR AS PRACTICAL TO 2" 2" 2" FRAME AND COVER ~ R.O.W. LINES, AT LEAST -----~- '~ ua~ ~ 6' BEYOND SHOULDER %OF ROAD-- - --- ~ GROUND _ _ T , 5.5' ~ LINE~ - - PAVEMENT-~ ' ~ N i ~ I J ~ ¢ ~ I ~ I I ]~ o o ¢ o o ¢ °~ 0 ~ i ~ I PRECAST GRADE~IIRON ELL-~IRISING 7 ~ ~ ~ o o . ¢ > RINGS AND SEAL <-- / -- GRADE _% I_ I iRON TO IRON / BENT 2" COPPER m / COUPLING ,~ ~ ~-~ ~ ...... NO ELL~ , ~,i~ / ~~\ \ ~ ~ ~ 4 DIA. PRECAST~/ / ~ ~ ~ ~4 ~ -~ STRAPS BOLTED TO D I PIPE z~ \ RISING \ CONC. M.H. CONE '~'/~.....~ I J ~ ~: ~ ~ '' \ ~- -~F/"ll~'~/[ \ \ \ '0'~ \ WITH CONCRETE. 3 MIN. BURIED DEPTH ~ GALVANIZED IRON 2" NPT CORP. STOP~ x~ AIR VENT PIPE ~';~ //"~LPCI~F~PER ~ '~RM~/I~AVIFION'~ ~R~)~'II-'~I~LIO--" ~ ~-~BOLTED CAST ~ ~INSULATED FLANGED COUPLING NN. ASSEMBLY ROCK COUPLING NOTE ff ',/~8" BLIND FLANGE-DRILLED IxlU I ~: I~ II AND TAPPED 2" NPT WHEN NOT IN PAVING OR WALK, A \~ t/ CONCRETE PAD, REINFORCED W/ #5 k~, // BARS AT 12" C-C EACH WAY, SHALL ~ // EXTEND A MINIMUM OF 2' AROUND THE ~ N.H. AND VENT PIPE, AND SHALL BE -- ~'--WATER TYPE "1" AIR VALVE A MINIMUM OF 4" THICK. MAIN N.T.S. ~ NOTE: IDENTIFY VALVE LOCATION PER STANDARD CONSTRUCTION DETAIL 4220 NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD BRA'WINGS BATED NOV. '96, WITH LOCAL EXCEPTIONS. , ~ ~:~.~ ~, STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE ~ CHANGED "BRASS WHEEL VALVE" TO "BRONZE BALL VALVE" SWL dAN.,os CO??Egg AIR RELEASE VALVE 6.7., 7.4.,2.13. ~?.~ ELIMINATED SOLDER FITTINGS SWL JAN. '05 ; !~,~ ,~ STANDARD DETAIL ~, CHANGED STRAP MATERIAL FROM GALVANIZED STEEL TO STAINLESS STEEL SWL MAR. '0,~ TYPE "1" ' 4090 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS AIR BRASS VENT VALVE WHEEL PIPE VALVE 2" 2" 2" sSEE AIR VENT ON TD. D~TAIL 4~ilOOB WARNING SIGN WITH , TELEPHONE NUMBER _~] ~_ ATTACHED BY STRAPS PRECAST GRADE RINGS, 12'~ - p__. b_l \ 1/4" X 3/4" STAINLESS -- == - ~ STEEL STRAPS BOLTED CAST IN PLACE OR \ STD. 40" C.I. FRAME TO D.I. PIPE PRECAST TOP'~ ~ AND COVER ~ THIS RISER SHALL BE AS NEAR~ ~o>_ \ \ / AS PRACTICAL TO R.O.W. LINES, ~r~ r,.):-:- ,, AT LEAST 6' BEYOND SHOULDER #7 BARS AT 12 C.-C, \ \ / []>- BOTH WAYS (CAST-IN-' \ \ / OF ROAD , . '-rm PLACE)~ \ \ / - -~ ~--' ~ ""~~ ~ ........... \ '¢ ~ _- ,¥ ~ LINE i-~ FINISHED GRADE WHEN~ \ _-~'-'d.~,..._-~ < ~ ~PRECAST OR CAST- NOT IN EX. OR PROP. ~ \ -- -- ~r~ /IN-PLACE M H TO ~ -- STREET -'~--~ J~ '~. _--- ~ --~/BE CLASS "~"' ~ '~-, ~gJ RI3_ ~ ~--- ~:--- '--~--:~'-¢'~ CONCRETE JZ 8" MiN..~I <. LCLEAR _;I. x '~ ~ #6 BARS AT ,, ' . , .~.~ °";~ ~12" C.-C. BOTH 8 MIN. ~ ~ . . ~ ~ WAYS (CAST-IN- "'"'~~J (CAST-IN-PLACE)x UNIONS'-;/ b~ · PLACE) ,, :: - 2-PIECE VALVES MAY BE--~.~ //~[~. ] ~. USED ON 4" AND LARGER ~ ~. ~ '%'.,,,. RISING COMBINATION AIR VALVE '~ ~ ~'~ GRADE ~'~6" D I PIPE BLIND FLANGE WITH BORE AND~ ~'; '" \ ./'"~"'--~ ¥ % FILLE'I~ WITH , DRILLED AND TAPPED BOLT ""-.-SUMP ~ , ~ ~ -- CONCRETE, 5 CIRCLE TO MATCH VALVE %--BOLTED CAST COUPLING MIN. BURIED DEPTH ~,,,_,% ~ ,~:~"~ 1'~.. ,~,2 .~¥5~ROCKWELL 441 OR APPROVED EQUAL ~ NOTE: IDENTIFY VALVE LOCATION PER STANDARD //' i.. 0 )// ~~ ',,..% o '.,~,~ ~ COMBINED AIR AND VACUUM Al~ CONSTRUCTION DETAIL 4220 ~ ~ / ~/~% ~'>~ RELEASE VALVE. FLANGE M OUN~ING ~ / 7/ // ~ ~%~ ON INLET SIDE WATeR',TOP:: /// ~ , '' 12~~~FLANGED RESILIENT GATE VALVE 4" P.V.C. ~~ ~~~~ INSULATED FLANGE CONN. DRAIN PIPE IF I ~ ~ ~ ~ / ~ ~ ~ ASSEMBLY. .OT : o O T. T W,T. .O.T, .UT, WHEN NOT IN PAVING OR WALK, A CONCRETE ~ 8'~ ~ / PAD REINFORCED W/ ~5 BARS AT 12" C-C ~ .......... ~ . .... NOTE EACH WAY, SHALL EXTEND A MINIMUM OF 2' FINE CRUSHED ROCK ~CLASS F CONCRETE ' AROUND THE N.H. AND VENT PIPE, AND SHALL POCKET ON CORNER ON 4" AND LARGER TWO PIECE COMBINATION AIR VALVES, THE OUTLET PIPING OF THE BE A MINIMUM OF 4" THICK. (SEE TOP VIEW, 4100 B) ~UNDISTURBED EARTH SMALL VALVE SHALL BE VENTED INTO THE OR ROCK SIDE OF THE LARGER VENT PIPE THAT GOES ABOVE GROUND. .~o~,~.o~,,¢~ ...... ~. TYPE "2" AIR VALVE NOTE: STANDARDS ARE ABOP~B FROM THE NCTOG STANDARD N.T.S. BRA~NGS BATED NOV. '96, ~ LOCAL EXCEPTIONS. , ~ ~:¥,~ ~, STANDARD CONSTRUCTION DETAILS sD. SPEC. REFERENCE COFFgLL AIR RELEASE VALVE 6.7., 7.4., 2.13. ~ ~,~ ,~ STANDARD DETAIL ~% CHANGED S~AP MA~RIAL FROM GALVANIZED STEEL TO STAINLESS S~EL SWL ,A,. 'o4 , TYPE "2" 4100 1 NO. LOCAL EXCEP~ON BY DATE CI~ OF COPPELL DALLAS COUNTY, TEXAS OR STEEL D.I. OR STEEL PIPE COMBINED AIR AND---% VACUUM AIR RELEASE VALVE % ~ A- MANHOLE - ,'7__. :~ :" CLASS "F" CONCRETE SECTION A-A_ /. 12" . STAINLESS STEEL--' EXPANDED METAL SOREEN 1/4"-18 GAUGE AIR VENT ~ FITTING HEIGHT DETAIL N.T.S. N.T.S. '~ ~'--WATER MAIN MIN. MANHOLE· CONE AND COVER~ I ~ I AIR VALVE GATE VALVE FL(;. OUTLET FITTINGHEiGHT VENTDPIPE M.H. DIA. REMOVED FOR CLARITY~~~~ 2" 2" 8" 26" 2" 5' z 3" 5" 18" 51 5" 5' :~ 4" 4" 18" 58" 4" 5' ~ 1 46" ROCK ~ lO.. POCKET 12" 12" 24" 72" 12" 6' ' , = = ~4" P.V.C . DRAIN ~ NOTE: IDENTIFY VALVE LOCATION PER STANDARD CONSTRUCTION DETAIL 4220 PLAN VIEW NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. , ~ ~:¥.~ ~, STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE ~?~ AOD DETA,' FOR M,N,M~M F,T~NG ,E,G,T SWL MAR. '0~ CO??gLL. AIR RELEASE VALVE 6.7., 7.4., 2. 13. ; !~.~ ,~ STANDARD DETAIL ~% CHANGED SCREEN MATERIAL FROM GALVANIZED STEEL TO STAINLESS STEEL SWL MAR. '0,* , TYPE "2" 4100 2 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS -- MIN. AIR VALVE GATE VALVE FL(;. OUTLET FITTING VENT PIPE M.H. DIA. HEIGHT B 2" 2" 8" 26" 2" 5' 5" 5" 18" 51" 5" 5' 4" 4" 18" 38" 4" 5' 6" 6" 18" 46" 6" 5' 8" 8" 18" 53" 8" 6' 10" 10" 20" 62" 10" 6' 12" 12" 24" 72" 12" 6' 2.5~ I- -I~- ~ CONCRETE SIDEWALK PAVEMENT ~ ~ ~ f~I~ ~ ~ o~ ~ I / 3~: .... (- ~ ..... J~ o ~ o~/ ~ o ~o~,.~ ,,, ~ BALL VALVE CURB STOP ~--~ FLARE FITTING''~ ~.,~/// SERVICE PIPE NOTES' DUAL STRAP BRONZE SADDLE--N .,// ' % ~ FLARE FITTING /~'*= 1. METER BOXES SHALL NOT BE LOCATED IN PAVING ~ ^ //./%/~ ~....:....~ OR SIDEWALKS. /~,~-'~ COCK WITH FLARE FITTING '"'"'"'"'" 2. REFER TO THE CITY OF COPPELL WATER UTILITIES LIST BRANDS AND MODELS OF METERS, SETTERS, VALVES AND BLOW OFF VALVE RELATED ITEMS. (SIZE DESIGNATED ON PLANS) $. IDENTIFY VALVE LOCATION PER STANDARD CONSTRUCTION DETAIL ~220. N.T.S. NOTE: STANDARDS ARE ADOPTED FRONI THE NCTOG STANDARD DRA~INGS DATED NOV. '~, ~TH LOCAL EXCEPTIONS. CO??~gI~ BLO~ OFF VALVE ~NSTALLAT~ON ~,~,, m,~8, ~/~N~ ADD =" smzE SWL ~AR. '0,~ TYPE "1" 4~1 ~10 NO. LOCAL EXCEPTION BY DATE CITY' OF COPPELL DALLAS COUNTY, TEXAS --NO FIRE HYDRANT IN THIS AREA 6 TO BACK OF CURB 1.0' P.C. (CURB RETURN)~'-....~. / l/i=MIN. STREE i:~~~ I ~-- ~-UNPAVED AREAPAVED AREA EXTENSION SPOOL, AS R U ~o / \2' X 2'x 4" CLASS "X" CONCRETE PAD : P.C. (CURB RETURN) ,~, ~ ~ ~--------- PLAN VIEW ~ NOTES: N.T.S. 1. IN GENERAL, ALL FIRE HYDRANTS SHALL CONFORM TO ~ : AWWA STANDARD SPECIFICATIONS FOR FIRE HYDRANTS FOR ORDINARY WATER WORKS SERVICE, C-502. i! ;! FIRE HYDRANTS SHALL HAVE A 5 1/4" MIN. VALVE ? : OPENING AND A BARREL APPROXIMATELY 7" INSIDE ~! Iii DIAMETER. ALL HYDRANTS SHALL BE EQUIPPED i~! VALVE BOX EXTENSION AND COVER WITH A BREAKAWAY FLANGE. ~ 2. ALL JOINTS SHALL BE MEGALUG JOINTS. 3. TYPICAL VALVE: ACTUAL VALVE LOCATION WILL DEPEND ON?! LOCATION OF WATER MAIN. 4. F.H. NO CLOSER THAN 18" TO EXISTING OR PROPOSED MIN. 7 CU. FT. WASHED GRAVEL FILL~x ~! ;~! ~VALVE BOX SIDEWALKS. ~ (' '/ /--TAPPING SLEEVE 'k., INSTALL GATE VALVE~ I I / 5. STANDARD BURY DEPTH 5' FEET ~ ? ::: SEE STANDARD CONSTRUCTION~ : DETAIL 4050 6. SET FIRE HYDRANT ON THE LOT LINE EXTENDED WHEN THRUST BLOCK---, ~ ~ ~ POSSIBLE. DO NOT BLOCK WEEP HOLE ~ ~:~ln nr:~ 7. F.H. SHALL BE LOCATED MINIMUM 1 FT. OUTSIDE OF THE ?i AREA BETWEEN THE P.C.'S (CURB RETURN) OF THE CORNER ( ~ ' /-~ TURNING RADII AT INTERSECTIONS. SEE PLAN VIEW ABOVE. : ~ ~ ~: ~ :~ 8. IDENTIFY VALVE LOCATION PER STANDARD CONSTRUCTION DETAIL 4220. ~ E~ E 9. PAINT HYDRANT WITH TWO COATS SHERWlN WILLIAMS ~' ALKYD INDUSTRIAL GLOSS ENAMEL AS FOLLOWS. PUBLIC HYDRANTS: B54Y57 YELLOW. PRIVATE HYDRANTS: B54R58 RED WATER LINE EMBEDMENT NIF. E.-M.d.D.I. ADAPTER WITH MEGALUG SEE STANDARD CONSTRUCTION 10. REFER TO THE CITY OF COPPELL WATER UTILITIES LIST DETAIL $050 OF APPROVED MATERIALS AND PRODUCTS FOR APPROVED BRANDS AND MODELS OF HYDRANTS, GATE VALVES AND RELATED ITEMS. NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. , , ~ :¥.~ ~ ~: ~, STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE ~?= ADD NOTE 9. SWL MAR..o CO?FELL FIRE HYDRANT 2.13., 6.7., 7.4. ~?.~ CHANGED "MECHANICAL JOINT" TO "MEGALUG". SWL MAR. '04 ; !~,;~ ,~ STANDARD DETAIL ~% CHANGED DIMENSION TO 5'-6'. SWL MAR. 'o,~ INSTALLATION ' 4120 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS 5/4" RESIDENTIAL WATER METER~ PURCHASE FROM BUILDING INSPECTION DEPT./ / BRONZE 90° BALL VALVE---~ / /--DUAL CARTRIDGE CHECK VALVE R.O.W. Il 6" .= ,~ / /~ /--GROUND LINE F- , / '=IL , - D FORD # VBHC 72-95242-01 OR APPROVED EQUAL ~ NOTES: 1" 90' BRONZE BALL VALVE CURB STOP 1. METER BOXES SHALL NOT BE LOCATED IN PAVING WITH CLOSE NIPPLE OR SIDEWALKS. 2. REFER TO THE CITY OF COPPELL WATER UTILITIES LIST 1" TYPE "K" SOFT COPPER TUBING WITH FLARE FITTINGS OF APPROVED MATERIALS AND PRODUCTS FOR APPROVED NO SPLICES UNDER EXISTING OR PROPOSED PAVING OR SIDEWALK BRANDS AND MODELS OF METERS, SETTERS, VALVES AND RELATED ITEMS. 3. IDENTIFY VALVE LOCATION PER STANDARD CONSTRUCTION DETAIL 4220. l'-----~'~IT ,1~'--- ~1'"' CORPORATION FLARE X CC THREAD 4. NO SEALING COMPOUND OR TAPE SHALL BE USED ON SETTER OR ~~ METER THREADS. ALL BRONZE CC THREADED TAPPING SADDLE WITH DOUBLE FLAT STRAPS FOR P.V.C . WATER MAIN 5. ALL CONNECTIONS SHALL BE OF A THREADED OR FLANGED TYPE. DIRECT TAP FOR DUCTILE IRON WATER MAIN COMPRESSION FITTINGS AND SOLDERED JOINTS ARE NOT PERMITTED. ~c~,,~ T~,',,C~,,~i~o¢~ ...... ~,, ~ 6. MATERIALS OTHER THAN BRONZE, BRASS OR COPPER SHALL NOT BE PERMITTED. NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS BATED NOV. '96, WITH LOCAL EXCEPTIONS. , ~ ~¥,~ ~, STANDARD CONSTRUCTION DETAILS ST~. SPEC. REFERENCE CO??ELL WATER SERVICE INSTALLATION-DOMESTIC 2.16., 2.18. ,~ STANDARD DETAIL ~ THIS STANDARD CONSTRUCTION DETAIL IS NOT ADOPTED FROM THE NOV. '96 NCTCOG STANDARD DRAWINGS. SWL APR. '04 ' 3/4" METER ' 4130 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS 3/4" RESIDENTIAL WATER METER~ 3/4" U.L. APPROVED DOUBLE CHECK-7 PURCHASE FROM BUILDING INSPECTION DEPT./ BACKSIPHONAGE PREVENTION DEVICE/ / / BRONZE 90' BALL VALVE--~ / :DUAL CARTRIDGE CHECK VALVE / R.O.W. II 6" _-: X / / ~ /--GROUND LINE ~ i I FORD # VBHC 72-95242-01 OR APPROVED EQUAL NOTES: '1" CURB STOP 1. METER BOXES SHALL NOT BE LOCATED IN PAVING ~.~ WITH CLOSE NIPPLE OR SIDEWALKS. 2. REFER TO THE CITY OF COPPELL WATER UTILITIES LIST 1" TYPE "K" SOFT COPPER TUBING WITH FLARE FITTINGS OF APPROVED MATERIALS AND PRODUCTS FOR APPROVED NO SPLICES UNDER EXISTING OR PROPOSED PAVING OR SIDEWALK BRANDS AND MODELS OF METERS, SETTERS, VALVES AND RELATED ITEMS. 3. IDENTIFY VALVE LOCATION PER STANDARD CONSTRUCTION DETAIL 4-220. l, v~/~l~ '--- -- .1~'--- %1"- CORPORATION FLARE X CC THREAD 4. NO SEALING COMPOUND OR TAPE SHALL BE USED ON SETTER OR ALL BRONZE CC THREADED TAPPING SADDLE WITH DOUBLE FLAT STRAPS FOR P.V.C . WATER MAIN 5. ALL CONNECTIONS SHALL BE OF A THREADED OR FLANGED TYPE. DIRECT TAP FOR DUCTILE IRON WATER MAIN COMPRESSION FITTINGS AND SOLDERED JOINTS ARE NOT PERMITTED. ~c~,,, T~,',,C~,,~i~¢'~ ...... ~,, /~,,. 6. MATERIALS OTHER THAN BRONZE, BRASS OR COPPER SHALL NOT NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD BE PERMITTED. BRA'WINGS BATED NOV. '96, WITH LOCAL EXCEPTIONS. , ~ ~::,.~ ~, STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE COFFELL WATER SERVICE INSTALLATION-IRRIGATION 2.16., 2.18. ,~,~1~ STANDARD DETAIL ~ THIS STANDARD CONSTRUCTION DETAIL IS NOT ADOPTED FROM THE NOV. '96 NCTCOG STANDARD DRAWINGS. SWL A.~.'o.* .,,.-," METER ' 4135 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS 1" RESIDENTIAL WATER METER~ PURCHASE FROM WATER UTILITIES DEPT./ / R-O.W- BRONZE 90' BALL VALVE--~ / /--DUAL CARTRIDGE CHECK VALVE I I 6" .= ~ ~~ ~ =,_ /--GROUND LINE , / ~ o o ~0' ~ -) I Bn-----_~ ~_...-----~ ( x.~<,,, FORD # VBHC 74-95242-05 OR APPROVED EQUAL 1" 90' BRONZE BALL VALVE CURB STOP 1" TYPE "K" SOFT COPPER TUBING WITH FLARE FITTINGS WITH ONE-PIECE THREADED ADAPTER NOTES: .. NO SPLICES UNDER EXISTING OR PROPOSED PAVING OR SIDEWALK 1. METER OR SIDEWALKS. BOXES SHALL NOT BE LOCATED IN PAVING 2. REFER TO THE CITY OF COPPELL WATER UTILITIES LIST ~, '~w'I~r"MAN ,lll.,.~/. '1" CORPORATION FLARE X CC THREAD OF APPROVED MATERIALS AND PRODUCTS FOR APPROVED BRANDS AND MODELS OF METERS, SETTERS, VALVES AND ~ ~k%,.__ RELATED ITEMS. ALL BRONZE "CC" THREADED TAPPING SADDLE 5. IDENTIFY VALVE LOCATION PER STANDARD CONSTRUCTION DETAIL 4-220. WITH DOUBLE FLAT STRAPS FOR P.V.C . WATER MAIN 4-. NO SEALING COMPOUND OR TAPE SHALL BE USED ON SETTER OR DIRECT TAP FOR DUCTILE IRON WATER MAIN METER THREADS. 5. ALL CONNECTIONS SHALL BE OF A THREADED OR FLANGED TYPE. COMPRESSION FITTINGS AND SOLDERED JOINTS ARE NOT PERMITTED. ~ 6. MATERIALS OTHER THAN BRONZE, BRASS OR COPPER SHALL NOT NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. BE PERMITTED. , ~ ~¥,~ ~, STANDARD CONSTRUCTION DETAILS ST~. SPEC. REFERENCE CO??ELL WATER SERVICE INSTALLATION-DOMESTIC 2.16., 2.18. ,~ STANDARD DETAIL ~ THIS STANDARD CONSTRUCTION DETAIL IS NOT ADOPTED FROM THE NOV. '96 NCTCOG STANDARD DRAWINGS. SWL APR. '04 1" METER ' 4140 NO. LOCAL EXCEPTION BY DATE CITY' OF COPPELL DALLAS COUNTY, TEXAS 1" RESIDENTIAL WATER METER~ 1" U.L APPROVED DOUBLE CHECK~ I PURCHASE FROM WATER UTILITIES DEPT./ BACKSIPHONAGE PREVENTION DEVICE/ , 9o. /' /' t 6" ~ / / ~ /~GROUND LINE ~ ~t _ 6" TYP _~ Id (/)Id FORD # VBHC 74-95242-03 OR APPROVED EQUAL 1" 90° BRONZE BALL VALVE CURB STOP "TYPE "K" SOFT COPPER TUBING WITH FLARE FITTINGS WITH ONE-PIECE THREADED ADAPTER NOTES: NO SPLICES UNDER EXISTING OR PROPOSED PAVING OR SIDEWALK 1. METER BOXES SHALL NOT BE LOCATED IN PAVING OR SIDEWALKS. 2. REFER TO THE CITY OF COPPELL WATER UTILITIES LIST ~, %~,4~ ,~h,~,¢. ~'1'"' CO OF APPROVED MATERIALS AND PRODUCTS FOR APPROVED RPORATION FLARE X CC THREAD BRANDS AND MODELS OF METERS, SETTERS, VALVES AND 3. IDENTIFY VALVE LOCATION PER STANDARD CONSTRUCTION DETAIL 4220. ALL BRONZE "CC" THREADED TAPPING SADDLE WITH DOUBLE FLAT STRAPS FOR P.V.C . WATER MAIN 4. NO SEALING COMPOUND OR TAPE SHALL BE USED ON SETTER OR DIRECT TAP FOR DUCTILE IRON WATER MAIN METER THREADS. 5. ALL CONNECTIONS SHALL BE OF A THREADED OR FLANGED TYPE. COMPRESSION FITTINGS AND SOLDERED ,JOINTS ARE NOT PERMITTED. N~(h(;~(II Tex~3O~cilofG~ ...... (S ~ 6. MATERIALS OTHER THAN BRONZE, BRASS OR COPPER SHALL NOT NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD BE PERMITTED. DRAWINGS DATED NOV. '96, 'WITH LOCAL EXCEPTIONS. , ~ ~:¥.~ ~, STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO??gLL WATER SERVICE INSTALLATION-IRRIGATION 2.16., 2.18. ~ !~.~ ,~ STANDARD DETAIL ~,~ THIS STANDARD CONSTRUCTION DETAIL IS NOT ADOPTED FROM THE NOV. '96 NCTCOG STANDARD DRAWINGS. SWL APR. '04 1" METER ' 4145 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS 1-1/2 OR 2 DOMESTIC/IRRIGATION WATER METER-7 RArt!ZqI~r~I,,IAP. F PI~FVFI,,ITIr~I,,I nFvlnF7 .... 1-1/2" OR 2" U L APPROVED DOUBLE CHECK PURCHASE FROM WATER UTILITIES DEPT./ ................................. V ; BRONZE 90' BALL VALVE-~ / / R.O.W. 6" P.V.C . PIPE WlTH~ \ / / -- REMOVEABLE CAP\ \ / / , 6" % GROUND LINE I, --~~ _ ~ X 90' BRONZE BALL VALVE CURB STOP NOTES: ~ y ~ 1..~T~ ~ox~s S. ALL .OT ~ LOOAT~ ~. ~AW.O OR SIDEWALKS NO SPLICES UNDER EXISTING OR PROPOSED PAVING OR SIDEWALK 2. REFER TO THE CITY OF COPPELL WATER UTILITIES LIST _ (//( 1/~ BRANDS AND MODELS OF METERS, SETTERS, VALVES AND RELATED ITEMS. /~~/~,, o~ ~, co~O,AT, O, ~,,,~ x cc T,,~,~ ~. ,~,T,, VA,W ,OCAT, O, ~, ,~A,~A,~ CO,,T,,CT, O, ~TA,, ~0. ~r WATER ~ ~ZE "C¢' THREADED TAPPING SADDLE 4. NO SEALING COMPOUND OR TAPE SHALL BE USED ON SETTER OR METER THREADS ~ '~'~' ~l~~¢~i~i~A;;~~4~tv'c ' wATER MAIN ' DIRECT TAP FOR DUCTILE IRON WATER MAIN k~ /// ................................ 5. ALL CONNECTIONS SHALL BE OF A THREADED OR FLANGED TYPE. COMPRESSION FITTINGS AND SOLDERED JOINTS ARE NOT PERMITTED. ~ c~ T .... c~ ¢~ .... ~ ~ 6. MATERIALS OTHER THAN BRONZE, BRASS OR COPPER SHALL NOT NO~: STANDARDS ARE ADOPTED FROM THE NOT06 STANDARD BE PERMITTED. BRA~NGS BATED NOV. '96, ~TH LOCAL EXOEP~ONS. , ~ ~: ~: ~, STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO~~ WATER SERVICE INSTALLATION-DOMESTIC 2.16., 2.18. 1-1/2" OR 2" METER STANDARD OETA¢L ~ ~IS STANDARD CONS~UC~ON DETAIL IS NOT ADOP~D FROM ~E NOV. '96 NCTCOG STANDARD DRA~NGS. SWL APR. '04 ¢ ~>,.- ::~,~ ,., , .... · 4150 NO. LOCAL EXCEP~ON BY DA~ CITY OF COPPELL DALLAS COUNt, TEXAS BRONZE 90° BALL VALVE CURB STOP.-] ! ! I 6" P.V.C · PIPE WITH--% / / / R'O'W~'t REMOVEABLE CAP% / / / ' ~ ~'"-'~<//,</Z~//,<.//i ---/~\///\// I I I I f I I I I '~ I 2 I I k, 2k 6" TYP . OR SIDEWALKS. /')%.~ ./ ~'--1-1/2" OR 2 TYPE K' SOFT COPPER TUBING 2. REFER TO THE CITY OF COPPELL WATER UTILITIES LIST OF APPROVED MATERIALS AND PRODUCTS FOR APPROVED NO SPLICES UNDER EXISTING OR PROPOSED PAVING OR SIDEWALK BRANDS AND MODELS OF METERS, SETTERS, VALVES AND RELATED ITEMS. 5. IDENTIFY VALVE LOCATION PER STANDARD CONSTRUCTION DETAIL 4220. /// ~/ ~'"1-1/2" OR 2" CORPORATION FLARE X CC THREAD 4. NO SEALING COMPOUND OR TAPE SHALL BE USED ON SETTER OR METER THREADS. i1~ WAFER II ~ALL BRONZE "CC" THREADED TAPPING SADDLE 5. ALL CONNECTIONS SHALL BE OF A THREADED OR FLANGED TYPE. ~ MAIN ~lJ/~'/ WITH DOUBLE FLAT STRAPS FOR P.V.C . WATER MAIN COMPRESSION FITTINGS AND SOLDERED JOINTS ARE NOT PERMITTED. DIRECT TAP FOR DUCTILE IRON WATER MAIN 6. MATERIALS OTHER THAN BRONZE, BRASS OR COPPER SHALL NOT BE PERMITTED. NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. , ~ ~¥.~: ~, STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO??ggg WATER SERVICE INSTALLATION-IRRIGATION 2.16., 2.18. ~ !~.~ ,~ STANDARD DETAIL ~% THIS STANDARD CONSTRUCTION DETAIL IS NOT ADOPTED FROM THE NOV. '96 NCTCOG STANDARD DRAWINGS. SWL APR. 'o4 1-1/2" OR 2" METER ' 4155 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS NOTES: '~ < 1. ALL PIPING INSIDE THE VAULT SHALL BE DUCTILE IRON WITH FLANGED FITTINGS. ~~ 2. THE DETECTOR CHECK VALVE SHALL BE PROVIDED BY THE CITY OF COPPELL AT THE CONTRACTORS EXPENSE ~ AND MEET THE STANDARDS SET FORTH IN THE CITY OF,, 0 ~ ~ ~ ~ ~ ' COPPELL METER APPLICATION STANDARDS. ~. REFER TO THE CITY OF COPPELL WATER UTILITIES LIST ~ OF APPROVED MATERIALS AND PRODUCTS FOR APPROVED /~ BRANDS AND MODELS OF GATE VALVES AND ~ ~ RELATED FITTINGS. 4. VAULT AND GATE VALVE SHALL BE LOCATED WITHIN LINK-SEAL FOR ~ ~ LINK-SEAL FOR A DEDICATED UTILITY EASEMENT OR WITHIN THE PRE-CAST VAULT. ~ CAST IN PLACE VAULT. PUBLIC RIGHT OF WAY. SEE STANDARD CONSTRUCTION DETAIL 4190 ~' ~ ~ ~ ~ ~ SEE STANDARD CONSTRUCTION DETAIL 4195 5. IDENTIFY VALVE LOCATION PER STANDARD ~ ~ ~ ~ ~ CONSTRUCTION DETAIL 4220. ~ 4 ~ 3 6 DETECTOR DOUBLE CHECK VALVE ACCESS LIB "-" ~ ~ ~PRE-CAST VAULT. SEE STANDARD CONSTRUCTION DETAIL 4190 PURCHASE FROM WATER UTILITIES BEPT CENTERED ON TOP '~ ~ D.I. PIPE WlTH~ /CAST IN PLACE VAULT. SEE STANDARD CONSTRUCTION DETAIL 4195 , ~ HIGH-FLOW ~ FLANGED CONNECTION~ / GROUND LINE7 ~ ~ METER7 I N / I , ~ ~ /M2 INSTALL GATE VALVE%~ ~ a ~ ~ k ~ ~ ~ ~ < ~ / SEE STANDARD CONSTRUCTION ~ ~ ~~ ~ ~ ~ ~ / DETAIL 4050 ~~ d ~ d b ~~~ : : : I , ,,N ,N ,N ,% ,, 12' I I ~CONCRETE ~ I 12' ~ ~l ~~~%~%~ = 6" THICK I A.~JPS~B~ ~ ~ ~/}/7/~ JACK- STAN $ FLANGED OR RESTRAINED %%~/%~/X~p%~p% ~ ~ ~ ~ , , , , ~ i i _~ _ ...... ~ ~ ' ' TYP. M J CONNECT ON ~~~X ~ ~ L J ~4 ~//b~/~ *~ -- ~ ~ a ~ < ~ 6" NO~: STANDARDS ARE ADOPTED FRO~ THE NCTOG STANDARD DRA~NGS DATED NOV. '96, ~TH LOCAL EXOEP~ONS. , ~ ~: ~: ~ ~ STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO~LL DETECTOR CHECKVALVE INSTALLATION 2.12., 2.13. 3" TO 6" SERVICE STA~DAR~ OETA¢L ~ ~IS STANDARD CONS~UC~ON DETAIL IS NOT ADOP~D FROM ~E NOV. '96 NCTCOG STANDARD DRA~NGS. SWL JUN. '04 ~ ~>,.- ::I,~ ,., , .... · 4160 NO. LOCAL EXCEP~ON BY DA~ CITY OF COPPELL DALLAS COUNW, TEXAS NOTES: ~¢(¢ ~ ~ ~ 1. ALL PIPING INSIDE THE VAULT SHALL BE DUCTILE IRONwiTH FLANGED FITTINGS. 4 ~~~~~~ 2. THE DETECTOR CHECK VALVE SHALL BE PROVIDED BY I0 ~ '~~~~¢3~~ -~''~'~' THE CITY OF COPPELL AT THE CONTRACTORS EXPENSE ~ AND MEET THE STANDARDS SET FORTH IN THE CITY OF ~ ~ COPPELL METER APPLICATION STANDARDS. ~ ~ 3. REFER TO THE CITY OF COPPELL WATER UTILITIES LISTA DEDICATED UTILITY EASEMENT OR WITHIN THE~~ ~ ~ I ~~ OF APPROVED MATERIALS AND PRODUCTS FOR APPROVED I BRANDS AND MODELS OF GATE VALVES AND RELATED FITTINGS. ~ 4. VAULT AND GATE VALVE SHALL BE LOCATED WITHIN LINK-SEAL FOR LINK-SEAL FOR PRE-CAST VAULT. ~ ~ ~ CAST IN PLACE VAULT. PUBLIC RIGHT OF WAY. SEE STANDARD CONSTRUCTION DETAIL 4190 ~ < ~ ~ ~ ~ ~ ~ ~ SEE STANDARD CONSTRUCTION DETAIL 4195 5. IDENTIFY VALVE LOCATION PER STANDARD ~ ~ ~ ~ CONSTRUCTION DETAIL 4220. ~ 8"-12" DETECTOR DOUBLE CHECK VALVE~ ACCESS LID~ ~PRE-CAST VAULT, SEE STANDARD CONSTRUCTION DETAIL 4190 PURCHASE FROM WATER UTILITIES DEPT.~ CENTERED ON TOP~ D.I. PIPE WlTH~ ~CAST IN PLACE VAULT, SEE STANDARD CONSTRUCTION DETAIL 4195 ., ~ HIGH-FLOW~ ~ FLANGED CONNECTION~ / GROUND LINE~ ~1 ~ METER~ ~ 1~~5~ ~5~ ~ X - X ' X ~ ~ ~BEGIN SPECIFIED INSTALL GATE VALVE SEE STANDARD CONSTRUCTION ~ ~ ~ ~ ~ I I SUPPORT, -~ ~L']%'-dq- g ~ < 12" I I ~CONCRETE ~Z~L//A//~///~//F, '~" " . , .... ~ '~" " . ~/~%¢%%¢%%%/%%¢*' 6" THICK I ADJUSTABLE ~ ¢%! % ~, ~¢~ ~ ClACK-STAND ~ ~ dACK STAND TYP. 2 _ NO~: STANDARDS ARE ADOPTED FROM THE NCTO6 STANDARD 5/4" LIMESTONE ROCK FOUNDATION DRA~NGS DATED NOV. '96, ~TH LOCAL EXCEP~ONS. ¢,, ,, . ~ , STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO, FFBLB DETECTOR CHECK VALVE INSTALLATION 2.12., 2.13. '~' 8" TO 12" SERVICE STANDAR~ DETAIL A ,OTCO ,,*,,*,, .W.0,,. ' "" ..... 165 NO. LOCAL EXCEP~ON BY DA~ CITY OF COPPELL DALLAS COUNt, TEXAS PROPOSED BUILDING WALL HEIGHT X 1.5, MINIMUM Z PROPOSED BUILDING~ [-~-~ SYSTEM '1 I ~ o /--F.D.C., SEE PLAN VIEWS AND NOTE 2 o< SEE NOTE3 ~__~./ /IF.D.C. SUPPLY PIPE. SEE NOTE 1 I U /FOR PIPE SIZING DETAILS "-' "~ ~ ~///--4'x4'x4" CLASS "A" CONCRETE PAD .... n '-~ ~ / #3 BARS AT 12" O.C.E.W. /FOUNDATION / /~GROUND LINE 150 LB. FLANGE WITH~ / ~ / / 1:5o MIN. SLOPE iRT THREADE[~ CONNECTION. / ~- ":' BE SUBSTITUTED / ~ .T,:~ POLY-WRAP PIPe AT.-/ ~ :::: ~ ....... ¥'/×' FIRE LANE (LOCATION VARIES) I ~ ,vt ~ ~ ' FLOOR PENETRATION .~. .j SEE STANDARD CONSTRUCTION < DETAIL 2290 OR 2300--~-~ 18" DIA X 18" DEEP METER BOX~i/ N IN-BUILDING RISER~ o _ SEE NOTE 5~,,,"~: ~ WATER LINE EMBEDMENT~ : i ~ /--150 LB. FLANGE WITH LB LANOE WITH SEE STANDARD OONSTRUCTION i /NPT THREADED CONNECTION NPT THREADE~) CONNECTION~. ~;~' ';'\ 5' MIN. DETAIL 3030 '~__/~'! o / THRUST BLOCKING PER STANDARD~/'.'~ PLASTIC P~PE EXTENSION NOTES: F.E.-M.J.D.I. ADAPTER WITH MEGALUG--/ D.I. PIPE--/ . T E ELEVATION VIEW ~ SEE NOTE 4- 1. FIRE DEPARTMENT CONNECTION (F.D.C.) SUPPLY PIPE SIZING N.T.S. IS AS FOLLOWS: ~F E-M J D I ADAPTER WITH MEGALUG <:]. BUILDINGS UNDER 100,000 S.F.: 4" x .337" WALL (SCH 80) GALVANIZED STEEL PIPE. 5" STORZ CONNECTOR% b. BUILDINGS 100,000 S.F. AND LARGER: 6" x .432" WALL 4" 90' SIAMESE WITH DUAL 2.5"~ /--4-" ELBOW WITH PIPE NIPPLE WITH 11-1/4° BEND (SCH 80) GALVANIZED STEEL PIPE, OR LARGER AS NHS THREADED CONNECTION /~CHECK VALVE SPECIFIED BY CITY AND FIRE MARSHAL. WITH KNOX-LOCK 2. F.D.C. CONNECTION MANIFOLD SHOWN IS TYPICAL. ACTUAL SEE NOTE 2 F.D.C. FACING ---PIPE SIZE X 4" TEE QUANTITY AND SIZE OF CONNECTIONS TO BE DETERMINED ON ' FIRE LANE A CASE BY CASE BASIS. F.D.C. FACING F.B.C. SEEI 3.5. EACH F.D.C. SHALL BE FITTED WITH AN IDENTIFICATION BADGE "' FIRE LANE NOTE 2 "~'""~CONCRETE PAD BEARING THE STREET NUMBER AND STREET NAME OF THE 4" STRAIGHT SIAMESE WITH DUAL~ BUILDING ASSOCIATED WITH THE F.D.C. 2.5" NHS THREADED CONNECTION __~ WITH KNOX-LOCK 4. CHECK VALVE SHALL BE EQUIPPED WITH A PRESSURE BLEED CONCRETE PAD PLAN VIEW VALVE LOCATED ON THE UPSTREAM SIDE OF THE CHECK PER NFPA. (BUILDINGS UNDER lOOK $.F. ) PLAN VIEW 5. ONE PIECE STAINLESS STEEL IN-BUILDING RISER MAY BE N.T.S. (BUILDINGS lOOK S.F. AND LARGER) USED WITH APPROVAL OF CITY AND FIRE MARSHAL. N.T.S. DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. ~ ~, .... STANDARD CONSTRUCTION DETAILS ST~. SPEC. REFERENCE CO~F~ FIRE DEPARTMENT CONNECTION (F.D.C.) 2.12., 2.13., 7.4. :::" ;':, '~ LOCATED OUTSIDE OF PAVING STANDARD DETAIL ~% THIS STANDARD CONSTRUCTION DETAIL IS NOT ADOPTED FROM THE NOV. '96 NCTCOG STANDARD DRAWINGS. SWL JUN. '04 ¢ NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS i , PROPOSED BUILDING WALL HEIGHT X 1.5, MINIMUM r~ PROPOSED BUILDING---X I-'<:~ z FIRE SPRINKLER '%1 I ~' ~ SYSTEM ~1 I ~ ~--F.D.C., SEE PLAN VIEWS AND NOTE 2 THREADED CONNECTION O~ ~111 ~ ~ ~:~." ~PROPOSED BUILDING /~8' x 8' BLOCK OUT (OPTIONAL) 150 LB. FLANGE WITH~ / ~ NPT THREADED CONNECTION. / ~ ",' , , FLOOR PENETRATION > ~ ' FIRE LANE (LOCATION VARIES) / IN-BUILDING RISER~ ~ DETAIL 2290 OR 2300 /~ :: N SEE NOTE 5~X%, ~L.,I SEE STANDARDWATER LINEcoNSTRUCTioNxEMBEDMENT~ 18" DIA. X 18" DEEP METER BOX~ /~: ~ ~ ~ ~150 LB FLANGE WTH 150 LB. FLANGE WlTH~ ,,c% ~ ~ 5' MIN DETAIL 3030~ 18" DIA. ADS GORRUGATED~ : ~ ~ /NPT THREADED CONNECTION THRUST BLOCKING PER STANDARD~ ~~~." ~" _~ ~ : ~ :: ~', CONSTRUCTION DETAIL 4030 ~.-~ N ~ ~ ~.. ¢~ ~ ,~ D.'. PIPE I CLASS 200 DR~~% 200 DR-14 P.V.C. PIPE 9~.,.F~D ~;RD;;E ~ 90" F.E.-F.E.D... BEND WITH CONCRETE ~ THRUST BLOCKING PER STANDARD CONSTRUCTION DETAIL 4050 F.E.-M.d. A I ELEVATION VIEW NOTES: CHECK VALVE WITH PRESSURE BLEED VALVE N.T.S. (~) 6" BOLLARDS~ (4) 6" BOLLARDS~ SEE NOTE 4 1. FIRE DEPARTMENT CONNECTION (F.D.C.) SUPPLY PIPE SIZING SEE STANDARD CONSTRUCTION~ SEE STANDARD CONSTRUCTION~ IS AS FOLLOWS: DETAIL 2330~ DETAIL 2330 a. BUILDINGS UNDER 100,000 S.F.: 4" x .337" WALL (SCH 80)GALVANIZED STEEL PIPE. ~__ ~__ ~~4" ELBOW WlTHpiPE NIPPLE b. BUILDINGS 100,000 S.F. AND LARGER: 6" x .432" WALL 5" STORZ CONNECTOR--- ~ ~CHECK VALVE (SCM 80) GALVANIZED STEEL PIPE, OR LARGER AS 4" 90' SIAMESE WITH DUAL 2.5"- / ~% SPECIFIED BY CITY AND FIRE MARSHAL. NHS THREADED CONNECTION ~ / % WITH 11-1/4" BEND ~TEE, PIPE SIZE X 2. F.D.C. CONNECTION MANIFOLD SHOWN IS TYPICAL. ACTUAL WITH KNOX-LOCK.~ ' ' QUANTITY AND SIZE OF CONNECTIONS TO BE DETERMINED ON SEE NOTE 2~~ F.D.C. FACING FIRE LANE A CASE BY CASE BASIS. F.D.C. FACING ' BEARING THE STREET NUMBER AND STREET NAME OF THE 8'- '-' -- ' '~'-' / ~ ~ ~8' BUILDING ASSOCIATED WITH THE F.D.C. x 10' BLOCK OUT~ F.D.C. SEE~ x 10' BLOCK OUT SAME AS PAVING ~ X / NOTE 2~/~ SAME AS PAVING 4. CHECK VALVE SHALL BE EQUIPPED WITH A PRESSURE BLEED (OPTIONAL)~ X / (OPTIONAL) VALVE LOCATED ON THE UPSTREAM SIDE OF THE CHECK PER NFPA. 2' x 3' BLOCK OUT~ x 3' BLOCK OUT 5, ONE PIECE STAINLESS STEEL IN-BUILDING RISER MAY BE SAME AS PAVING 4" STRAIGHT SIAMESE~ SAME AS PAVING USED WITH APPROVAL OF CITY AND FIRE MARSHAL. (REQUIRED) WITH DUAL 2.5" NHS (REQUIRED) PLAN VIEW THREADED CONNECTION PLAN VIEW ,~O~*,*T~,C~,,¢~ ...... ~, ~ (BUILDINGS UNDER lOOK S.F. ) WITH KNOX-LOCK (BUILDINGS lOOK S.F. AND LARGER) NO~: STANDARDS ARE ABOP~D FROM ~E NOT06 STANDARD N.T.S. N.T.S. BRA~NGS BA~D NOV. '96, WI~ LOCAL EXCEPTIONS. . ~ ,,~, ~ ,,. ~ STANDARD CONSTRUCTION DETAILS REFERENCES~' SPEC. CO~~ FIRE DEPARTMENT CONNECTION (F.D.C.) 2.12., 2.13. ~ ; : STANDARD DETAIL _~:~ z.~s STAnDArD CO~SZ~UC~O, DETAIL ~S ,OT ADO,~D F~O~ ~E ,OV. '9~ ,C~CO~ ST*~DA~D D~AW~,OS. SWL ~U,. '0, ~-r ~::'::~ LOCATED INSIDE OF PAVING NO. LOCAL EXCEP~ON BY DATE CI~ OF COPPELL DALLAS COUNTY, TEXAS PROPOSED BUILDING~ ~ FIRE SPRINKLER ",~l I SYSTEM 'l I ~ FIRE LANE (LOCATION VARIES)~ 'L SEE STANDARD CONSTRUCTION \ DETAIL 2290 OR 2500 I 1E:iN~/~~iii~~ EE~ ~- ~:i t] /--PROPOSED BUILDING OP 15o LB. FLANGE WITH= / ~ ,/FOUNDATION ~ VALVE BOX EXTENSION AND COVER IN-BUILDING RISER~ SEE NOTE 1~~ ~ WATER LINE EMBEDMENT= ~ V '...~ see STANDARD CONSTRUCTION~ INSTALL GATE VALVE% / N ~TAPPING SLEEVE ~5o LB. FLANGE WITH~ ~ :'~'~ , DETAIL 505ON SEE STANDARD CONS~ / ~ / 5 MIN = NPT THREADED CONNECTION~ ' ::~ = ' TRUCTION DETAIL 4050 ~ ? :~~ D.I. PIPE CONSTRUCTION DETAIL 4050 ~ ~ ~~---- IVATE~' FE-M J DI ADAPTER WITH MEG D P ~FE-M J DI ADAPTER WITH MEGALUG ELEVATION VIEW N.T.S. NOTES: 1. ONE PIECE STAINLESS STEEL IN-BUILDING RISER MAY BE USED WITH APPROVAL OF CITY AND FIRE MARSHAL. NO~: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRA~NGS DATED NOV. 'g6, ~ LOCAL EXCEPTIONS. , ~ ~:'~"F~. ~, STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO'~~ BUILDING FIRE SPRINKLER SYSTEM 2.12., 2.13. * CONNECTION TO PRIVATE WATER MAIN STA~DAR~ DETAIL ~ ~IS STANDARD CONSTRUC~ON DETAIL IS NOT ADOPTS FROM ~E NOV. '96 NCTCOG STANDARD DRA~NGS. SWL JUN. '04 , ~ ,, ~ '~'~.~ ~' "~' 4180 NO. LOCAL EXCEP~ON BY DA~ CITY OF COPPELL DALLAS COUNt, TEXAS NOTES: 1. CONCRETE IN PRE-CAST VAULTS SHALL BE 6" THICK CLASS "~",- REINFORCED WITH --#4 BARS ON 8" ~-I I.I I .-,. I I~-I I.-,. I I~-I I.II CENTERS EACH WAY. THESE ARE MINIMUM SPECIFICATIONS. CLASS "g"~ F '-~ CONCRETE~ 2. A SUMP 2" DEEP x 12" IN DIAMETER SHALL BE INSTALLED 12" DIA. SUMP I TO ONE SIDE OF, AND CENTERED IN, THE BOTTOM SLAB OF 2" DEEP, CENTERED ~. j i~ ~ THE VAULT. A RECTANGULAR SUMP OF SIMILAR VOLUME NO. 4 BARS ON 8''~ I SEE NOTE 2~ ~i ~ IS ACCEPTABLE. CTRS. BOTH WAYS i ! 5. THE VAULT SHALL NOT BE INSTALLED IN ANY PAVED AREA ___~_____ t 1______ AND MUST BE LOCATED WITHIN A DEDICATED UTILITY ~___ ~ I EASEMENT OR WITHIN THE PUBLIC RIGHT OF WAY. I CHECK VALVE / METER 4. A DRAWING WITH THE EXACT MEASUREMENTS OF THE VAULT/ I SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL/f r~ ~1 PRIOR TO INSTALLATION./ [ 7 5. THE VAULT LID SHALL BE A~,BILCO TYPE Q-4 3'x 3' SINGLE J'1 "'" ~ I LEAF DESIGN WITH 1/4" x~ ANGLE STEEL FRAME AND LINK-SEAL I ~il~ I BOLTED EXTERIOR STRAP ANCHORS. THE LEAF SHALL BE SEE DETAIL I, J 1/4" STEEL DIAMOND TREAD PLATE, PIVOTING ON TORSION·| /· BARS. MINIMUM LIVE LOAD CAPACITY IS 150 LBS. PER S.F. ~ .,.- ..... .-,. I I ~ I , I ~ I I .,.- ..... --~..~, A LOCKING HASP AND RING SHALL BE PROVIDED. 6. VAULT LID SHALL BE PAINTED WITH MED. BLUE ENAMEL. 7. WALL PENETRATIONS SHALL BE SEALED WITH A "LINK-SEAL" MODEL C SEGMENTED RUBBER SEAL. WALL PENETRATION SHALL ACCESS LID~ BE CORE DRILLED; JACK HAMMERING OR CHIPPING IS NOT ~.~6" CENTERED ON TOP~ ~6" PERMITTED' DIAMETER SHALL BE AS RECOMMENDED BY iROUND~ SEAL MANUFACTURER FOR THE PIPE SIZE IN THE VAULT. - 8. VAULT BOTTOM SHALL HAVE A MINIMUM 6" WALL LIP RECESS; ~ ~ .~-I I~.--I..,. ~ I.--~ .... FLAT BOTTOM VAULTS ARE NOT ACCEPTABLE. VAULT WALLS L WITH THIN-WALL KNOCKOUTS OR "DOG HOUSE" PENETRATION I I OPENINGS ARE NOT ACCEPTABLE. ~/~ II ii 9. INTERIOR VAULT DEPTH SHALL BE A MINIMUM OF 6'-6". ~ 10' CASTING DATE SHALL BE STENCILED OR STAMPED ON VAULT INTERIOR'coRED WALL PENETRATION~ ~//~PRE-OASTvAuLT WALL NO. 4 BARS ON 8''~ ~ /VAULT BOTTOM AND WALLS TO BE MONOLITHIC TO-~ 'MINIMUM 18" ABOVE TOP OF WALL PENETRATION DIAMETER AS SPECIFIED BY~ / ~ CTRS. BOTH WAYS I I SEAL MANUFACTURER T~~i~t --L .................... CLASS "g"~ I I CONCRETE~ I I PIPE __7~ I I CHECK VALVE / METER ~ i ~ ~ '-- ~.--~1 ~~' ~'= 12" :_ z' = 12" :_ LINK-SEAL WALL PENETRATION SEAL ~ ',: i~2 ~ I M~N. ~ M~N. I MODEL C ~~ I~I WALL PENETRATION AND LINK-SEAL DETAIL L ......-~--'---~--' .... '--~-'---'----'--- -~J N.T.S. NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. , ~ ~¥.~: ~, STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE COFFELL DETECTOR CHECK VAULT 2.2., 7.4. ¢DDe ~AC~T STANDARD DETAIL ~ THIS STANDARD CONSTRUCTION DETAIL IS NOT ADOPTED FROM THE NOV. '96 NCTCOG STANDARD DRAWINGS. SWL ~UN. 'o.* ,-,-,--,.,,-,o. CONSTRUCTION ' 4190 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS NOTES: 1. CONCRETE IN CAST IN PLACE VAULTS SHALL BE 8" CLASS "F"~ II ~-----'----'-~---=-- --'-"----~----'---- '-~ II CONCRETE~ THICK CLASS "A", REINFORCED WITH #4 BARS ON 12' ~ t CENTERS EACH WAY. THESE ARE MINIMUM SPECIFICATIONS. 2. A SUMP 2" DEEP x 12" IN DIAMETER SHALL BE INSTALLED NO. 4- BARS ON 12'''-~ I 12" DIA. SUMP TO ONE SIDE OF, AND CENTERED IN, THE BOTTOM SLAB OF CTRS' BOTH WAYS ~L 2" DEEP, CENTERED THE VAULT. _ ~ 1____ ~._ 3. THE VAULT SHALL NOT BE INSTALLED IN ANY PAVED AREA ~ I AND MUST BE LOCATED WITHIN A DEDICATED UTILITY I CHECK VALVE / METER EASEMENT OR WITHIN THE PUBLIC RIGHT OF WAY.--~ I 4-. A DRAWING WITH THE EXACT MEASUREMENTS OF THE VAULT /r ' SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL/ L T PRIOR TO INSTALLATION. / I I LINK-SEAL-~ I ~ ~ I 5. THE VAULT LID SHALL BE3'A'BILCO TYPE Q-4- 5'x 3' SINGLE SEE DETAIL LEAF DESIGN WITH 1/4" x ANGLE STEEL FRAME AND ~ BOLTED EXTERIOR STRAP ANCHORS. THE LEAF SHALL BE L .,_ .... .~. .,_ , _,. .~_ I.I -~--J 1/4" STEEL DIAMOND TREAD PLATE, PIVOTING ON TORSION ......... BARS. MINIMUM LIVE LOAD CAPACITY IS 150 LBS. PER S.F. A LOCKING HASP AND RING SHALL BE PROVIDED. 6. THE LID SHALL BE PAINTED WITH MED. BLUE ENAMEL. ACCESS LID~ 7. WALL PENETRATIONS SHALL BE SEALED WITH A "LINK-SEAL" '. R' CENTERED ON TOP-- 'R" . MODEL C SEGMENTED RUBBER SEAL AND MODEL WS PENETRATION SLEEVE. THE SLEEVE SHALL BE IN~ ,,~,r ~ROUND b,~r_--~ POSITION AT THE TIME THE WALL IS POURED.~i ~ 8. INTERIOR VAULT DEPTH SHALL BE A MINIMUM OF 6'-6". " F .... ~ I ~ ~~ I I ' I I CAST IN PLACE~ VAULT WALL~ ~ , LINK-SEAL WALL SLEEVE~~ I MODEL WS '~~ NO. 4- BARS ON 12''~ CTRS. BOTH WAYS I I ~ ~ CLASS "F"--% II CONCRETE~ I I PIPE I' ~ I CHECK VALVE / METER I .__ u LINK-SEAL WALL PENETRATION SEAL r MODEL C~L 12" ~ 12" J I ~- MIN. = ~ WALL PENETRATION AND LINK-SEAL DETAIL I ~ I N.T.S. ~ ' ' l L ...... ~--c-" -~. _1 NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. . , , :¥.~ ~ ~: ~, STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO~~ DETECTOR CHECK VAULT 2.2., 7.4. ;: :!~,~ ,~ STANDARD DETAIL ~% THIS STANDARD CONSTRUCTION DETAIL IS NOT ADOPTED FROM THE NOV. '96 NCTCOG STANDARD DRAWINGS. SWL JUN. '0'~ :' CAST-IN-PLACE CONSTRUCTION ' 4195 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS /--STORM DRAIN EMBEDMENT /SEE STANDARD CONSTRUCTION DETAIL 3020 ~ ~ ¢~R~i~ ~ ~t~~ /SECTION TO BE REMOVED 45' M'd'-M'd' ALL-THREAD FASTENERS PER PIPE SECTION~ / /ALL-THREAD FASTENERS PER PIPE sEcTION 4 GALvANIzED D.I. BEND WITH MEGALUGS AND 4 GALVANIZED~ / ~45' M.d.-M.d.D.I. BEND WITH MEGALUGS AND EXISTING WATER LINE~ ~ ~EXlSTING WATER LINE DMENT CONSTRUCTION 45' M d.-M d D I BEND WITH MEGALUGS AND 4 GALVANIZEDSTORM 45' M d M d D I BEND WITH MEGALUGS AND 4 GALVANIZED DRAIN I.D. + 10' ALL-THREAD FASTENERS PER PIPE SECTION MINIMUM ALL-THREAD FASTENERS PER PIPE SECTION NOTE: ALL D.I. PIPE SHALL BE POLYWRAPPED PRIOR TO EMBEDMENT NOTE: STANDARDS ARE ADOP~D FROM THE NCTOG STANDARD DRA~NGS DATED NOV. '96, ~ LOCAL EXCEPTIONS. , , ,~: ~, STANDARD CONSTRUCTION DETAILS s~. SPEC. REFERENCE COFFELL WATER MAIN ADJUSTMENT 6.7. ,~ STANDARD DETAIL ~ ~s S~A.~A.o co.s~.uc~o. O~A~. ~S .O~ AOO.~O ~.O~ ~ .OV. '~ .C~CO~ S~.OA.O O.AW~.~S. SW. ~U.. '0~ AT STORM DRAIN CROSSING 4200 NO. LOCAL EXCEP~ON BY DATE CI~ OF COPPELL DALLAS COUNTY, TEXAS ~ [] ~ D.I. PIPE 45' M.d.-M.d.D.I. BEND WITH MEGALUGS AND 4 GALVANIZED SANITARY SEWER I.D. + 10' ~ ~> 45' M.d.-M.d.D.I. BEND WITH MEGALUGS AND 4 GALVANIZED ~ = 0 ALL-THREAD FASTENERS PER PIPE SECTIC)N~~.~ ~ MINIMUM ~_r,.) ~ALL-THREAD FASTENERS PER PIPE SECTION _ _ ARY~ ~ ~ EXISTING WATER LINE-~ ~ SEWER LINE , ~ EXISTING WATER LINE 45" M.d.-M.d.D.I. BEND WITH MEGALUGS AND 4 GALVANIZED / ~ I. BEND WITH MEGALUGS AND 4 GALVANIZED ALL-THREAD FASTENERS PER PIPE SECTION-~ ~ \ bALL-THREAD FASTENERS PER PIPE SECTION , ~EXISTING WATER LINE I ~ LSECTION TO BE REMOVED ~SANITARY SEWER EMBEDMENT SEE STANDARD CONSTRUCTION NOTES: DETAIL 3050 1. ALL D.I. PIPE SHALL BE POLYWRAPPED PRIOR TO EMBEDMENT 2. WATER LINE AND SANITARY SEWER LINE SEPARATION SHALL CONFORM WITH T.C.E.Q. REGULATIONS. NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. , ~ ~¥.~: ~, STANDARD CONSTRUCTION DETAILS ST~. SPEC. REFERENCE CO??ELL WATER MAIN ADJUSTMENT 6.7. ; !~.~ ,~ STANDARD DETAIL ~% THIS STANDARD CONSTRUCTION DETAIL IS NOT ADOPTED FROM THE NOV. '96 NCTCOG STANDARD DRAWINGS. SWL ,UN. 'o,* AT SANITARY SEWER CROSSING ' 4210 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS i METER BOX LID~ NO PAINT ~ /--BLUE PAINTED .~.~CTANGULAR FRAME VALVE BOX LID~ ~i!~ 7~ ~ jT~/ F; :I~FACE OF CURB PAINT RED,~~I ~~~~~~CONCRETE PAD DOMESTIC AND IRRIGATION METER IDENTIFICATION, RESIDENTIAL RECTANGULAR FRAMEl x % ~~~FACE~ OF CURB , ~ ~ FIRE HYDRANT ~E IDENTIFICATION _,//. ~ ~ CHECK VALVE BOX LID~ METER BOX LID~ ~VALVE BOX LID PAINT BLUE, TYP ~ .~,. ~¢~ /NO PAINT : .... ~I {~ ~ ~DOMESTIC WATER SERVICE LINE ~AIN LINE VALVE IDENTIFICATION .~,. ~,. , ~BLUE PAINTED N.T.S. ~ ~ ~ ~ ~CTANGULAR FRAME .OT~:i~"~ ~ ~ ~AC~ O~ C~.. 1. IDENTIFICATION LETTERS SHALL BE CHISELED OR CUT INTO THE FACE OF THE CONCRETE CURB AND IN LINE WITH VALVE LOCATION. LETTERS SHALL BE 5" HIGH X 5" WIDE BY APPROXIMATELY 1/8" DEEP. 2. PAINTED RECTANGULAR FRAME SHALL EXTEND 1" BEYOND IDENTIFICATION LETTERS. ~ DOMESTIC AND IRRIGATION VALVE AND METER IDENTIFICATION, COMMERCIAL NOTE: STANDARDS ARE ADOP~D FROM THE NCTOG STANDARD BRA~NGS DATED NOV. '96, ~ LOCAL EXCEPTIONS. N.T.S. , , ~ :¥~ ~ ~: ~, STANDARD CONSTRUCTION DETAILS s~. SPEC. REFERENCE COFFELL WATER VALVE LOCATION AND IDENTIFICATION 6.7. ,~ STANDARD DETAIL ~% ~IS STANDARD CONSTRUC~ON DETAIL IS NOT ADOP~D FROM ~E NOV. '96 NCTCOG STANDARD DRAWINGS. SWL ,u..'o4 CURB LETTERING AND COLOR CODING 4220 NO. LOCAL EXCEP~ON BY DATE CI~ OF COPPELL DALLAS COUNTY, TEXAS WATER DISTRIBUTION TESTING REQUIREMENTS 1. ALL WATER LINES FOUR (4-)INCHES (') DIAMETER AND LARGER ARE TO BE HYDROSTATICALLY TESTED AT ONE HUNDRED AND FIFTY (150) PSI (POUNDS PER SQUARE INCH) FOR FOUR (4-) HOURS CONTINUOUS. 2. ALL FIRE WATER LINES FOUR (4-)INCHES (") DIAMETER AND LARGER ARE TO BE HYDROSTATICALLY TESTED AT TWO HUNDRED (200) PSI (POUNDS PER SQUARE INCH) FOR FOUR (4-) HOURS CONTINUOUS. 5. THE CONTRACTOR SHALL STERILIZE THE INSTALLED PIPE SYSTEM BY THE INJECTION OF A CHLORINE SOLUTION OF SUCH A STRENGTH TO OBTAIN A CHLORINE SOLUTION TO WATER RATIO OF FIFTY (50) PARTS PER MILLION (PPM) THROUGHOUT THE INSTALLED PIPE SYSTEM. 4-. THE CHLORINE SOLUTION SHALL REMAIN IN THE INSTALLED PIPE SYSTEM FOR TWENTY-FOUR (24-) HOURS, AFTER WHICH THE CONTRACTOR SHALL FLUSH AND FILL THE SYSTEM WITH POTABLE WATER. 5. AFTER THE SYSTEM HAS BEEN FLUSHED, TESTED AND APPROVED BY THE CITY INSPECTOR FOR A NOMINAL CHLORINE RESIDUE, THE CONTRACTOR SHALL TAKE WATER SAMPLES (1 PER 1000 LF) IN THE PRESENCE OF THE CITY INSPECTOR. THESE SAMPLES NORMALLY WILL BE AT EACH END OF THE PROJECT WITH ADDITIONAL SAMPLES AT EACH DEAD END OR AS DEEMED NECESSARY BY THE CITY INSPECTOR. THE CONTRACTOR SHALL SUBMIT THE SAMPLES TO A CITY APPROVED TESTING LABORATORY. THIS LABORATORY SHALL PERFORM TESTS AS REQUIRED BY STATE HEALTH CODES PERTAINING TO POTABLE WATER. SHOULD THESE TESTS SHOW THE SAMPLES PROVIDED ARE NOT ACCEPTABLE FOR POTABLE WATER (COLIFORM, ORGANISMS, SILT, ETC.), THE CONTRACTOR SHALL FLUSH AND/OR RE-STERILIZE THE UNDERGROUND PIPINg SYSTEM. RE-SAMPLING SHALL BE REQUIRED. THE COST OF ALL LABORATORY TESTING WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 6. TRENCH COMPACTION TESTING SHALL BE PERFORMED AT THE RATE OF ONE (1) DENSITY TEST PER THREE HUNDRED (500) LINEAR FEET (LF) PER LIFT, AND MINIMUM REQUIREMENTS FOR DENSITY SHALL BE NINETY-FIVE (95) PERCENT (%) OF THE MAXIMUM DENSITY AS DETERMINED BY ASTM D698. 7. MOISTURE CONTENT OF THE MATERIAL SHALL BE FROM OPTIMUM MOISTURE CONTENT TO PLUS FOUR (4-) PERCENT (%) ABOVE OPTIMUM MOISTURE CONTENT. NOTE: STANDARDS ARE ADOPTED FROM THE NCTO6 STANDARD BRA'WINGS BATED NOV. '96, WITH LOCAL EXCEPTIONS. , ~ ~:¥.~ ~, STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE COFFELL WATER DISTRIBUTION 2.10., 2.12., 6.7. ,~ STANDARD DETAIL ~% THIS STANDARD CONSTRUCTION DETAIL IS NOT ADOPTED FROM THE NOV. '96 NCTCOG STANDARD DRAWINOS. SWL JAN.'o5 TESTING REQUIREMENTS ' 4230 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS _<~,r"' --NON_SHEAR TYPE u~ , "C-T" ADAPTER ~ L STAINLESS STEEL "C-T" PIPE ADAPTER EXIST. STUB STRAP "C-T" PIPE ADAPTER N.T.S. CUT AND REMOVE / REMOVE BELL OF EXISTING / / EXISTING CLEANOUT PIPE / ~ ,~ ~ ~ EXIST. MAIN 7 ~~/~/~ ~ E-_z _ °wllll ILL.-' L "C--T" PIPE ADAPTER AT STUBOUT N.T.S. AT CLEANOUT N.T.S. NOTE: THIS DETAIL FOR USE ONLY WHEN NEW MAIN WILL NOT MATE WITH EXISTING MAIN JOINT DUE N~h ~t¢~I Tex~ ¢~cil of G ...... ts TO DIFFERENT DIMENSIONS OR MATERIALS AND A NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD MANHOLE IS NOT REQUIRED. DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. ~ ~ ~ ~,~,,,;, ~: ~ ~ STANDARD CONSTRUCTION DETAILS ST~. SPEC. REFERENCE CO~~L SANITARY SEWER 6.7. ~ STANDARD DETAIL 74.,~ ADD CONCRETE COLLAr. SWL ,UN. '0,~ ., MAIN TIE-IN AT CLEANOUT OR STUBOUT '" 5010 NO. LOCAL EXCEPTION BY DATE C~TY OF COPPELL DALLAS COUNTY, TEXAS 5' ~ UNPAVED LOCATION Cb- I PAVED LOCATION ,,, ,M,I~-~. J¢ ~/--TOP OF PiPE ~- .... - /~NON-SHRINK ~ (n 12 (4- SQUARE) n.- ~ / --W ~ ~ h I~><LI /// GROUT n-~ NON SHRINK GROUT ! BLOCK OUT ' *L INTERNAL MANHOLE ~ ~_~I~-~,-~7,,T~.,~.--ISPRING LINE ~X COATING, WHEN NOT~ ! IN PAVED .~--- '~ -~ CHIMNEY SEAL l - ~ .~"I',~l[-I-~-~-'-' .-,, <I IN PAVING~ AREAS ~ ~ . ~ -~z m ~ ' I ~ .. REQUIRED METHOD ~ ~ ~-- ~- STD CAST IRON MANHOLE %"~/'-!~ rIIr {,1_ ..... ~ ~~----~- FRAme COVER & RAINPAN-'"'"~~~ ' l , C O M P R e S SI O N B A N D ~- ~. AS SPECIFIED BY CITY.~ ~r~~ -- '-~ I One piece uneven-legged channeled compression bond, fabricated from / ........... ~ ~z -- SEE DETAIL ~'~ ~ ~ ...... corrosion resistant 16 go, stainless steel conforming to ASTM A-2~O (AISI ~ ~~~ ~ ~~/ ~ ,,, J. t~e 304). ~e band shall compress the rubber sleeve against the inside ~ USE PRECAST CONC ~[ ¢~/~~ . surfece of the manhole freme end chimney and ellow o minimum renge of adjustment of 2 on the dmmeter I ~K 7~ON N GROUT AS REQUIRED AND / ~/ S N . ~ IIIIIIIIIIIIIIIIIIIIIII ~ 5~-~C'NG-~U'~P'CR-~ED BY ~UNDER ROCK CHIMNEY SEAL TO ADJUST / ~ GEOTEATILE MATERIAL TO GRADE. / ~ STUBOUTS TO BE MIN. SEE DETAIL I ~ EMBEDMENT SPECIFIED USE O-RING RUBBER GASKET~< i~'~ ~ ~IIIIIIIIIIIIIIIIIIIIIII TO BE GROUTED AT ~ ~ . SEE DETAIL~~~-~'" IN PLANS. STUBOUTS . AND RAMNEK SEAL, TYP. ~ ~ ~ ¢ ,, N.H. WITH NON SHRINK ~ ~ GROUT. STUBOUTS TO ~ o ' t '; :"' NTERMED ATE R SER ~ ~ ~ ~ ~ ~ IIIIIIIIIIIIIIIIIIIIIII BE FITTED WITH WATER ~ ~ "%~ ~ TIGHT PLUG OR CAP ~ RAMNEK~, ~ ~ 4', 5', OR 6' . ~~__~~ ' , AS SPECIFIED ~ · .: ~ ~. 0-RING I = O-RING & RAMNEK DETAIL ~ - ' ~ NTS <~ ~" ~ ~ BASE RISER WITH "BUTT END" INTEGRATED ~ f--~A / ~/ / / ~ = ~ INTO THE CLASS "F" CONG. BASE ~ ~ ~ ' 1:12 < ~ ~qu~r~,f,e:O:[~lop:,:lu:h~:,: ~ell conform to AS~C 923 STUBOUTS TO BE FITTED~ ~I i ~ ~ / ~,~~LE,~ ~ ~ ~ WITH A WATER TIGHT ~ ~ ~ / .i.os. ' / STUBOUTS TO BE A MIN. OF 5'~ ~~ *~ o T ~ 12", ~ ~ · / LONG WITH A CONCRETE CRADLE ~ ~ k _* L ~TAINll ~ ~T~I ~ANIM~I ~ INI~T ~ o ~MIIN STAINLESS STEEL MANHOLE INSERT FROM THE SAME POUR AS BASE MIN. ~ ~ -~ ~ INSTALLED IN EACH MANHOLE UNLESS UNDER THE ENTIRE LENGTH ~ ~F. EXTERNAL MANHOLE OTHERWISE APPROVED BY CITY ENGINEER. ~%~~~ ~ ~ CHIMNEY SEAL · NOTES' ~ ~ APPROVED DEVICES. .i '~' ~~; ~ USE ONLY WITH CITY APPROVAL 1 SSI SewerShield ~' ~ '~oved E u~l 1 FIRST MAIN LINE JOINT TO BE A MIN OF 5~ ............................ · pp q ' ' GbU/bX/ILb MA/bNIAL UNDbN LONG WITH COHO. CRADLE (FROM SAME P~UR ~ ~ ~l~q~FI'' nnNnPFTF PHYSICAL PROPERTIES: Tensile Strength ......................... 1200 psi A, % MANHOLE INSERT AND SEAL DETAIL ' ~ .............. Elongution ~tBreuk .................. 350%minimum TONE ROCK FOUNDATION Hmrdness (Durometer) ............... 45 · 5 N.T.S. 2. IF FALSE N.H. BOTTOMS ARE REQUIRED, THEY SHALL k Accelermted Oven Aging ............ Minx. 15% decremse of tensile, 20% of APPROVED RESILIENT~ *DDO~Wcn =ce. ~CMT PIPE-TO- elongmUon BE CONSTRUCTED, INSTALLED AND REMOVED PER Chemicml Resistmnce .................. No weight loss in 1M of sulphuric mcid STD. DWG. NO. 5100. MANHOLE CONNECTOR OR GASKET Compression Set ........................ 25% minx. decremse REQ'D. FOR PIPE OTHER THAN CLAY Wrater Absorption ........................ Minx. 10% incremse by weight 5. SANITARY SEWER LINES 24" DIA AND LARGER REQUIRE OR CONCRETE. Ozone Resistmnce ........................ RmUng 0 Low Tempermture Brittle Point..No frmcture mt -40"6 A MIN. 5' DIA MANHOLE. Temr Resistmnce ........................... 200 lb. f/in. N~h~IT~,O~nc$1~f~ ...... ts 4. LOCATE MANHOLE PER STANDARD CONSTRUCTION DETAIL 5170. CAST-IN-PLACE BASE Splice Strength ............................ 180 bend with no visible separmtion NOTE: STANDARDS ARE ABOP~B FROM THE NCTOG STANDARD N.T.S. BRA~NGS BA~D NOV. '96, ~ LOCAL EXCEPTIONS. ¢4~ ADD O-.~.G *,D ,A.,~X D~TA~L SW, OD,. '04 STANDARD CONSTRUCTION DETAILS sm. SPEC. ~:, ADD NO~ ~ AND 4. SWL OCT. '0~ ~ ~ a ~ REFERENCE A A~D ,A,,,A, · C,,.,~= S~A, D~TA,L SW, OCT. '0; CO~~L SANITARY SEWER 6.7. $~?~ ADB "MANHOLE INSERt' AND REPLACE "OWNER" ~TH "CITY' IN TOP NOTE. ABE "CHIMNEY SEAL" TO BOSOM NO~. SWL OCT. '03 ., ; ::~;.;::: ~ STANDARD DETAIL 74.~ C.A.G~ z;" D~.E,S~O, TO 1~"-~". ADD e" D~,~,S~O, TO ,A,,O,E ~,A.~. SW, OCT. '0; ,, MANHOLE: PRE-CAST ' ..... ' 5020 NO. LOCAL EXOEPqON BY DATE Cl~ OF COPPELL DALLAS COUNTY, TEXAS ADJUSTABLE FRAME ~ ROOF OPTIONS ~ FRAME CAST IN CONCRETE ,,, PAVED LOCATION UNPAVED LOCATION N.T.S. ~ INTERNAL MANHOLE < 2'(4' SQUARE) 16- ~ = CHIMNEY SEAL u_ BLOCK OUT " REQUIRED METHOD ~ IN PAVED ! ~ I AREAS I / STD. CAST IRON MANHOLE FRAME, COVER & I : ' T~ i / RAINPAN AS SPECIFIED BY ClTY,.SEE DETAIL ~ I ~ COMPRESSION BAND 03 z~ ,, 00 : ,, 17l¢ .J~=~E:~._--- -- 1/2 NON SHRINK GROUT ~~~- ~ 'T One piece uneven-legged channeled compression band. fabricated from corrosion resistant 16 ga. stainless steel conforming to ASTM A-24-0 (AISI // ¢ ~~~ iiiuDiRi?G:S~, iiR~t?~uN~ // 2~,, i~%.' type The band shall compress the rubber sleeve ogainst the inside ~" . ~ ~.,, ~~ COATING WHEN NOT IN PAVING ) J ~' :~k d A 24 K ~ odjustmentSUrf°ce of theof 2re°nh°leon thefr°medlometer°nd chimney and allow o minimum range of CHIMNEY SEALUTO ADJUST /I I/ I I = FOR 5' & 6' D~A. M.H.'S TO GRADE. IIIIIIIIIIIIIIIIIIIIIII SEE TRANSITION DETAIL SEE DETAIL II /[/ CLASS "F" CONCRETE ~ ~ ~ ~ MONOL,TH,C POUR LLI~ ~ , o< < ~ ,, ~ 4 DIA MH= z'" . . 6 WALL = : = ,, ,,' ' ~<~ ~ ~ 28-50 ~.a. , 0 .~ ~, ~, ,, 6 DIA M.H.= / ~ ~oo ca ~_,,~ a_ ~ . 8 WALL -': -~ =42"-54" ID g/ / TOP OF PIPE _,.~ ~j u~ ~ 12" , ~ ' ' ~ ....._.. ' . I¢1' -~1 ~'~t'~ 6" MIN. IIIIIIIIIIIIIIIIIIIIIII / / / _ ., ' -' GEOTEXTILE MATE TONE ROCK FOUNDATION ~, /~ ~ / // ~ ,OT~ TRANST~ON DETAIL FOR /~~TER~LM~HOL~~ ,~ 1. WHERE M.H.'S ARE IN "PROPOSED" S ~6 DIA. M.H.S ~~ ~u~S~A,(S). AS ~~ ,AW,O. ~AU~ ~ COW~ S,A,, ~ ~ ~ / REQUIRED TO COVER ALL / ~ SET 23" BELOW THE PROPOSED GRADE RINGS. PAVEMENT GRADE. APPROVED RESILIENT PIPE TO ~ 2. IF FALSE M.H. BOTTOMS ARE REQUIRED ~ BANHOLE CONNECTOR OR CASKET EXTERNAL MANHOLE ~ STAINLESS STEEL MANHOLE INSERT THEY SHALL BE CONSTRUCTED, X REQUIRED FOR PiPE OTHER THAN CHIMNEY SEAL INSTALLED IN EACH MANHOLE UNLESS INSTALLED AND REMOVED. ~ ~ CLAY OR CONCRETE. USE ONLY WITH CITY APPROVAL OTHERWISE APPROVED BY CITY ENGINEER. PER CONSTRUCTION STANDARD 5100. ~ ~ ~ PHYSICAL PROPERTIES: ~STUBOUTS TO BE FITTED Tensile StrenCh ......................... 1200 psi APPROVED DEVICES: ~ ~/ WITH A WATER TIGHT Elongation at Break .................. 350% minimum 1. S.S.I. SewerShield ~ Z~ 5. SANITARY SEWER LINES 24" DIA AND LARGER I k~ 2. Approved Equal REQUIRE A MIN. 5' DIA MANHOLE. ~ I Accelerated Oven Aging ............ Max. 15% decrease of tensile, 20% of 4. LOCATE MANHOLE PER STANDARD ~STUBOUTS TO BE A MIN. OF 5' Chemical Resistance .................. No weight loss in 1M of sulphuric acid MANHOLE INSERT AND SEAL DETAILCONSTRUCTION DETAIL 5170. CompressionSet ........................ 25% max. decrease ~ LONG WITH A CONCRETE CRADLE Water Absorption ........................ Max. 10~ increase by weight FIRST MAIN LINE JOINT TO BE A FROM THE SAME POUR AS BASE Ozone Resistance ........................ Rating 0 N.T.S. MIN. OF 5' ' Low Temperature Brittle Point-No fracture at -40'C LONG WITH CONC. CRADLE UNDER THE ENTIRE LENGTH Tear Resistance ........................... 200 lb. f/in. (FROM SAME POUR AS BASE) UNDER STUBOUT CONNECTION s.,~ Strength ............................ 180 bend with no visible separation N~h ~I T~e, C~nc[, ~f ~ ...... (, THE ENTIRE LENGTH. NOTE: STANBARBS ARE ABOP~B FROM THE NCTOG STANBARB N.T.S. BRA~NGS BA~D NOV. '96, ~ LOCAL EXCEPTIONS. STANDARD CONSTRUCTION DETAILS s~. SPEC. ~, ADD NO~ 3 AND 4. SWL OCT. '03 ~ ~ a ~ REFERENCE A ADD RAINPAN · CHIMNEY SEAL DETAIL. SWL OCT.'o; CO~~L SANITARY SEWER 6.7. ?~ ADD "MANHOLE INSERt' AND REPLACE "OWNER" ~TH "CIT~' IN TOP NOTE. ADD "CHIMNEY SEAL" TO BOSOM NO~. SWL OCT. '03 ., ' ; Z~.;: ~ STAndARD D~TA~L //~*%~ CHANGE 23" DIMENSION TO 12"-18". ADD 6" DIMENSION TO MANHOLE FRAME. SWL OCT. 'o; , MANHOLE: CAST-IN-PLACE '' ..... '" 5030 NO. LOCAL EXCEP~ON BY DATE c~ OF COPPELL DALLAS COUNTY, TEXAS ~ 4' DIA N.H.= WALL 5' MIA N.H.= WALL _ _6' DIA M.H.= WALL - 12" a MIN' ADJUSTABLE FRAME ~ ROOF OPTIONS [%[:> REINFORCED CONCRETE SLAB ~ N,T.S, ~ I ///-- PRESSURE-TYPE MANHOLE FRAME AND COVER % ~-#,3'S AT 6" WITH BOLTED COVER, OR AS SPECIFIED BY CITY. ~ '~",,10.C.E.W. /~ =00~ ' -J/~1 MANHOLE FRAME SHALL BE CAST~2/' toO ~ ~:¢'r~o CONSTRUCTION JOINT WITHj t c4 0~o , KEY WAY,WATERSTOP. AND ~_,~_., 6" MIN. , #5'S AT O.C. EXTENDING ~ ~ ~ 9" INTO WALL (NOT REQ'D ~ :~ /~ FOR CONTINUOUS POUR) ~o b FOR 5' & 6' DIA. M.H.'S SECTION A-A ~I------'"'"~-'-- ' 4' . SEE TRANSITION DETAIL N.T.S. -- · ~ ~" MIN. E.W. ~ ~ ~ ~ /--CLASS "F" CONCRETE ,,,~n 6" MIN. 4' /MONOLITHIC POUR A A TRANSITION DETAIL FOR ~ * ~' ~ < 5' 6' 5' & 6' DIA. M.H.'S > a" MIN. N.T.S. A - ~ M.H. LID SH BE IN LINE WITH UPSTREAM PIPE MINI WHERE POSSIBLE , ~Nt:~ :~:t12" MIN. ROOF STEEL LAYOUT ~' ~ ~' '~' '~ ~ ~' '~ '~ '~¢ ~ ¢ '~¢ 12 MIN. N.T.S. GEOTEXTILE MATERIAL .i/ N._ 3/4" LIMESTONE ROCK FOUNDATION UNDER ROCK APPROVED RESILIENT PIPE-TO -MANHOLE CONNECTOR OR GASKET ~ REQUIRED FOR PIPE OTHER THAN ~ CLAY OR CONCRETE. ~ NOTES ~ WITH WATERTIGHT STOPPER OR CAP PAVING, FRAME & COVER SHALL BE d z~ A MIN. OF LONG SET 23" BELOW THE PROPOSED PAVEMENT GRADE. (FROM SAME POUR) 2. IF FALSE M.H. BOTTOMS ARE REQUIRED FIRST MAIN LINE JOINT TO BE A I~ .................... UNDER ENTIRE LENGTH THEY SHALL BE CONSTRUCTED, MIN. OF 5' LONG WITH CONC. CRADLE STUBOUT CONNECTION INSTALLED AND REMOVED. (FROM SAME POUR AS BASE) UNDER PER STD. DWG. NO. 5100. ENTIRE LENGTH. N.T.S. 3. LOCATE MANHOLE PER STANDARD CONSTRUCTION DETAIL 5170. DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. . , ~ ~?~.~ .. ~, STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO??ELL SANITARY SEWER 6.7. ' MANHOLE: PRESSURE TYPE STANDARD DETAIL i~%:b CHANGE 2~" DIMENSION TO 12"-18". ADD 6" DIMENSION TO MANHOLE FRAME. SWL OCT. '03 "~" ~'' ' '~" 5050 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS TURBINE VEN TILATOR-FIBERGLASS OR ALUMINUM WITH NYLON BUSHINGS 12 GAUGE STAINLESS--~/'"~----~ " STEEL STRAPS ~ 6" D.I. PIPE , ._~ --90' BEND o 6" GALVANIZED STEEL PIPE ~ ~' APPROVED RESILIENT PIPE-TO- MANHOLE CONNECTOR OR GASKET. DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. . , ~ ~?.¥ ,, ~. STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE COFFELL SANITARY SEWER 6.7. __~ CHANGED "6" TREATED WOOD POLE" TO "6" GALVANIZED STEEL PIPE" SWL JAN. '05 ~ STANDARD DETAIL MANHOLE: VENTED TYPE __~%~, CHANGED "6" PVC SDR-35 PIPE" TO "6" D.I. PIPE" SWL JAN. '0' '"" '' ' ~" 5060 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS GAS SEALED STANDARD DROP CONNECTION DROP CONNECTION N.T.S. N.T.S. I 45' BEND ,I ~'~"1 D ~ ""' -- ~ -- 4" MIN. J -- '"'----'""-- 6" MIN. -- ~ < CLASS "F" > ~'~ CONCRETE 6" MIN. '~'"--"'"- I ~ Y~ I ' ~" MIN.' I~ --~ --~ /~ 90" LONG CLASS "F" ~ ~ c ' o ~J RADIUS BEND CONCRETE ~ -- ~1 ~ ~ IC~1~"~ /~CLASS "F" CONCRETE 1. PIPE MATERIAL SHALL BE SDR .35 P.V.C UNLESS / · ~I 12 MIN. OTHERWISE SPECIFIED. ?~t~__-- ~ I I __ 90 LONG ~ ~ ° 12" MIN 2. DROP CONNECTION MANHOLE MAY BE USED ONLY RADIUS BEND ~"~ . ~: ~' . - WITH APPROVAL OF THE CITY ENGINEER. o~ o ~ ~~ ~ ROCK FOUNDATION -~/ ~ GEOTEXTILE MATERIAL DRAWINGS DATED NOV. 'g6, WITH LOCAL EXCEPTIONS. .. ~ ~ ?,¥ ,, ~ . STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO??ELL SANITARY SEWER 6.7., 7.4. ' MANHOLE: OUTSIDE DROP CONNECTIONS STANDARD DETAIL NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS WEIR ~vv~. PIPE / (SEE DETAIL) ~ ~ ~3/8" DIA. STAINLESS STEEL P.V.C. PIPE STRAP SET IN PLAN / PIPE ~ ~ CONCRETE N.T.S. ~, SEE MANHOLE STANDARD DRAWINGS FOR ADDITIONAL GROUT/ ~i~'-q ~DETAIL OF M'H' / ELEVATION REMOVE PORTION OF DROP N.T.S. PIPE TO CONNECT AS SHOWN% I/////.I ~ NOTE: 1. FLOW LINE OF SURCHARGE LINE NORMALLY PLACED AT TOP OF EXISTING SANITARY SEWER LINE UNLESS NOTED OTHER WISE ON PLANS. 2. DROP CONNECTION MANHOLE MAY BE USED ONLY WITH APPROVAL OF THE CITY ENGINEER. WEIR DETAIL N.T.S. DRAWIN¢S DATED NOV. '96, WITH LOCAL EXCEPTIONS. ,. ~ ~ ?.¥ ,. ~ . STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE COFFELL SANITARY SEWER 6.7. ' MANHOLE: INSIDE DROP CONNECTION STANDARD DETAIL '"" '' ' ~" 5080 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS /~ GROUT MANHOLE A i, WALL '~'~' / \'~"'-~-0~1 .1:12 (TYP.) u , T = WALL THICKNESS D = MANHOLE DIAMETER PLAN d = PIPE DIAMETER N.T.S. o NOTE: T D T REFER TO MANHOLE STANDARD DRAWINGS FOR ADDITIONAL ~ ~ DETAIL OF M.H. ~ ~ c ~TOP OF ~-EDGE OF c ~ IOROUT ~ CHANNEL o A · o ~ o~, ~ .... o~,, ¢¢ ..... ~, S E C TI O N A- A BRA~NGS BATED NOV. '96, ~ LOCAL EXCEPTIONS. .. ~ : ~ ?'¥ ,, a . STANDARD CONSTRUCTION DETAILS sD. SPEC. REFERENCE CO,FELL SANITARY SEWER 6.7. ~ MANHOLE: LINE INTERSECTION STAN~AR~ DETAIL "~" ',' ' '" 5090 NO. LOCAL EXCEP~ON BY DATE CITY OF COPPELL DALLAS COUNt, TEXAS INSTALLATION REMOVAL FALSE MANHOLE BOTTOM SHALL BE FURNISHED AND NYLON ROPE FALSE MANHOLE BOTTOM SHALL BE REMOVED INSTALLED IN ALL MANHOLES CONSTRUCTED IN HANDLES~ AFTER THE FINAL APPURTENANCE ADJUSTMENT ADVANCE OF PAVING. THESE FALSE MANHOLE//~ INSPECTION. THE PAVING CONTRACTOR AND BY THE ENGINEER BUT WILL USUALLY BE AFTER ALL REMOVAL OF THE FALSE MANHOLE BOTTOMS. WORK IS COMPLETED ON THE WASTEWATER SYSTEM INCLUDING THE AIR TEST, BUT PRIOR TO THE FINAL INSPECTION. METAL STRAP HINGES (MIN. 5" LONG) W/BOLTS INSTALLATION AND REMOVAL POSITION ~ - ~ ~-- 5/8" HOLES FOR 6) ~~ 1/2" NYLON ROPE HANDLES TD/3 5/8" HOLE FOR 1/2" ~ D = INSIDE DIAMETER OF MANHOLE NYLON ROPE HANDLES PLAN VIEW N.T.S. DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. . , ~ ~?.¥ ,, ~. STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE COFFELL SANITARY SEWER ~ MANHOLE: FALSE BOTTOM STANDARD DETAIL '"" ,' ' 5100 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS Y' 10 12 14- 17 19 24- 27 29 51 39 41 46 48 CLEANOUT BOOT OPENING TO BE INSTALLED CENTERED OVER THE CENTERLINE OF THE CLEANOUT A /STACK EXTENDED TO GROUND LEVEL. / I ~ , / /CLEANOUT BOOT #339 "" Y "" / ~/'//~ CLASS "B" CONCRETE CLASS "B" CONCRETE ~ 2'-6" X 2'-0" X 6"~ ~~~ ~E FOUNDATION ~~~ ~ 6 CLEANOUT STACK % ,,~~-' ~ / - ~-- ' ~(R..TIGHT / ~ ~/' 4" MIN. ,~ -.~~- REMOVABLE PLUG / CLASS "B" CONCRETE ~~' ~'., *'% FOR EARTH DITCH: k II ~ "~" mB. FOR P.V.C. ..... "'~ FOR ROCK DITCH: 1ST. JOINT FROM 22 1/2° BEND LOLASs OONORETE TO BE A REDUOER TO 6" IF MAIN IS LAROER THAN 6". A SECTION A-A NOTES: PROFILE VIEW N.T.S. 1. OLEANOUTS MAY BE LOOATED IN PAVlNO OR SIDEWALKS WITH N.T.S. ~ APPROVAL OF THE OITY ENOINEER. 2. REFER TO THE OITY OF OOPPELL WATER UTILITIES LIST OF APPROVED MATERIALS AND PRODUOTS FOR APPROVED BRANDS AND MODELS OF OLEANOUTS AND RELATED ITEMS. 3. IDENTIFY OLEANOUT LOOATION PER STANDARD OONSTRUOTION DETAIL 5170. DRA~NGS DATED NOV. '96, ~ LOCAL EXCEPTIONS. . . ~ ~.?~ ,, ~. STANDARD CONSTRUCTION DETAILS s~. SPEC. REFERENCE COFFELL SANITARY SEWER 6.7.,7.4. ~ CLEANOUT STANDARD DETAIL NO. LOCAL EXCEPqON BY DATE CITY OF COPPELL DALLAS COUNt, TEXAS WATER SERVICE, LOCATED~ ~Or" AT CENTER OF LOT xx~ ' 4" CLEANOUT '~". MODEL //404 OR ATL-1504 >_ PLAN VIEW ~_z . i~°-: N.T.S. ~,,, i~- /~RED VINYL TAPE =_ ~ ~ /WITH WOOD STAKE IDENTIFY LOCATION PER---~ STANDARD CONSTRUCTION DETAIL 4210% PROPOSED ~ <' 7o ! /~?.ROUND LINE CONCRETE WALK PROPOSED--x 1. CLEANOUT CASTING TO BE FURNISHED AND PLACED PER SPECIAL CONDITIONS. IN VEHICLE ~ ~¢ ~ '-'- ~ TRAFFIC AREAS AND FOR COMMERCIAL MAINLINE LATERALS, SANITARY SEWER CLEANOUT ~ ~~¢ ~ ~¢ I SHALL BE OF CAST IRON. I ///~ 2. SLOPE OF LATERAL TO BE 1:50 MINIMUM UNLESS INSTRUCTED OTHERWISE BY CITY. COMPACTED NATIVE--/'" ;. THE SANITARY SEWER LATERAL SHALL BE CONNECTED TO BUILDING LATERAL AND CONSTRUCTED MATERIAL BACKFILL IN SUCH MANNER AS TO CLEAR EXISTING UTILITIES AND PROPOSED FACILITIES ,, SUCH AS STORM SEWER MAINS, PAVING, SIDEWALKS, RETAINING WALLS, ETC. 6" MIN. ---,,,- ..... /--4- SANITARY SEWER LATERAL ~ ~:~ ~ ~o u r..p4 u LENGTH VARIABLE VERTICAL BENDS (22.5° MAX.) MAY BE USED IF APPROVED BY CITY. PER SIDE ~ /~ / · .ii \,~"~, 4-. THE MAINLINE LATERAL CONNECTION TO THE PRIVATE BUILDING LATERAL SHALL BE AS CLOSE TO THE PROPERTY LINE AS POSSIBLE. ~" - 5. INSTALL TEMPORARY PLUG AT PROPERTY LINE IF BUILDING LATERAL DOES NOT EXIST. ...... ' (I -'S'EWE'R" I FUTURE 4-" OR 6" SAN TARY 6. SUBSTITUTE 4- FOR 6 FITTINGS IF PLANS OR SPEC. COND. CALL FOR 4- LATERALS. SEWER SERVICE LATERAL 7. THE CLEANOUT STACK & CASTING MAY BE PLACED IN THE PARKWAY, VEHICLE TRAFFIC AREAS OR SIDEWALK, IF NECESSARY. NSTALL TEMPORARY PLUG IN. 5' PAST PROPERTY LINE 8. "STANDARD" SERVICE CONNECTIONS APPLY WHEN TRENCH IS LESS THAN 7' DEEP. k, ~ SEE STANDARD CONSTRUCTION ~ "--WYE CONNECTION TO DETAIL 5050 4" SWEEP TEE 9. "DEEP" SERVICE CONNECTIONS APPLY WHEN TRENCH IS MORE THAN 7' DEEP. ~ SANITARY SEWER MAIN 10 DESIGN OF SERVICE LATERALS LARGER THAN 6" DIA SHALL BE REVIEWED "~CLASS "B" CONCRETE ON A PROJECT SPECIFIC BASIS. ENCASEMENT 11. IDENTIFY CLEANOUT LOCATION PER STANDARD CONSTRUCTION DETAIL 5170. 12. ALL SANITARY SEWER PIPE IN THE PUBLIC R.O.W. OR EASEMENT MUST BE GREEN IN COLOR. SANITARY SEWER LATERAL-STANDARD CONNECTION N.T.S. NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAVVINGS DATED NOV. '96, 'WITH LOCAL EXCEPTIONS. ~ ~ ~ ~: ~ ~ STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO??ELL SANITARY SEWER 2.12., 6.7., 7.4. ~ STANDARD DETAIL /4~%~ THIS STANDARD CONSTRUCTION DETAIL IS NOT ADOPTED FROM THE NOV. 'g6 NOTCOG STANDARD DRAWINGS. SWL JUN. '0~- ., STANDARD SERVICE CONNECTION ~' ~ ..... '" 5120 NO. LOCAL EXCEPTION BY DATE C~TY OF COPPELL DALLAS COUNTY, TEXAS WATER SERVICE, LOCATED~ I 4" CLEANOUT MODEL #404 OR ATL-1504 PLAN VIEW ~_z N.T.S. ~Ld I~ ~--RED VINYL TAPE IDENTIFY LOCATION PER= ~ t /WITH WOOD STAKE STANDARD CONSTRUCTION DETAIL 4210~ PROPOSED '~ <' z ~ ~GROUND LINE CONCRETE WALK ooo ,, ± / 1:50 MIN. SLOPE ~PROPOSED = S . NOTES: ~ ~AVEMb~T __,_.? . 1. CLEANOUT CASTING TO BE FURNISHED AND PLACED PER SPECIAL CONDITIONS. IN VEHICLE .2~?_ 4 ~-___..._.._...~¢ ~ 4 I ~ ;~ TRAFFIC AREAS AND FOR COMMERCIAL MAINLINE LATERALS, SANITARY SEWER CLEANOUT r~ ~., ¢, ...... ° ~ ~ ~ SHALL ,~E OF CAST ,PON. I ~~ 2~ i~' 5. THE SANITARY SEWER LATERAL SHALL BE CONNECTED TO BUILDING LATERAL AND CONSTRUCTED MATERIAL BACKFILL ~ IN SUCH MANNER AS TO CLEAR EXISTING UTILITIES AND PROPOSED FACILITIES '~ ~ SUCH AS STORM SEWER MAINS, PAVING, SIDEWALKS, RETAINING WALLS, ETC. ~-4" SANITARY SEWER LATERAL ~.~ ~ VERTICAL BENDS (22.5" MAX.) MAY BE USED IF APPROVED BY CITY. BEND'--~ \LENGTH VARIABLE ~2 g/ 2 ~ 4--5 MAX I AS CLOSE TO T~E PROPERTY LINE AS POSSleLE. ~1~ I / I' Ill 6. SUBSTITUTE 4- FOR 6 FITTINGS IF PLANS OR SPEC. COND. CALL FOR 4- LATERALS. I ' SEWER SERVICE LATERAL 7. THE CLEANOUT STACK & CASTING MAY BE PLACED IN THE PARKWAY, VEHICLE TRAFFIC ,, ~ ~ ~ ~ ~._, 6 MIN INSTALL TEMPORARY PLUG AREAS OR SIDEWALK IF NECESSARY. = = ' ~ ~ ~ ' PER SIDE ~ITARY SEWER EMBEDMENT ~ MIN. 5' PAST PROPERTY LINE 8. "STANDARD" SERVICE CONNECTIONS APPLY WHEN TRENCH IS LESS THAN 7' DEEP. ~ ~~TANDARD CONSTRUCTION 9. "DEEP" SERVICE CONNECTIONS APPLY WHEN TRENCH IS MORE THAN 7' DEEP. ~ ~ DETAIL 5050 '--4" SWEEP TEE 10. DESIGN OF SERVICE LATERALS LARGER THAN 6 DIA. SHALL BE REVIEWED ON A PROJECT SPECIFIC BASIS. 11 DENTFY CLEANOUT LOCATON PER STANDARD CONSTRUCT ON DETAL 5170. ~ o , A,, ,A.ITA.¥ I. 0 W O. ,,UST I. CO,O. ii ..... ~/~ \ SANITARY SEWER LATERAL-DEEP CONNECTION ~ ~--WYE CONNECTION TO N.T.S. SANITARY SEWER MAIN NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD '--CLASS "B" CONCRETE DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. ENCASEMENT SPEC. ~ ~ ~ ~.;,.¥ ~: ~ ~ STANDARD CONSTRUCTION DETAILS REFERENCE CO~CC SANITARY SEWER 2.12., 6.7., 7.4. ~ DEEP STANDARD DETAIL /4~.%~ THIS STANDARD CONSTRUCTION DETAIL IS NOT ADOPTED FROM THE NOV. '96 NCTCOG STANDARD DRAWINGS. SWL ,u.. 'o~ . SERVICE CONNECTION NO. LOCAL EXOEP'RON BY DATE C~TY OF COPPELL DALLAS COUNTY, TEXAS 12" BELOW PROPOSED TOP OF SIDEWALK AS 4" LATERAL CLEANOUT DETERMINED FROM CASTING TO BE FURNISHED AND PAVING GRADE ~ /INSTALLED UPON COMPLETION ~ /JOF PAVING. ~COUPLING TO BUILDING PROPOSED WALK- ~ / I~ / . SANITARY SEWER LATERAL ~ % ~ / ', ~/'NSTALL / ~ ~ A / ~ ! ~t/'~'''~'' TEMPORARY [ ~ NOTES: ..... ~._L~%I 1. CLEANOUT TO BE INSTALLED ON ~-iL:~-~'F' '-I,/~ ~ ..... ~' -~- PROPERTY LINE EXCEPT AS REQUIRED ELEVATION AT ~ ~ "' ~ ~¢:~__ I1:;:: ,COMPACTED AS' " ' BUILDING TO AVOID CONFLICT WITH EXISTING OR PROPOSED TOP OF CURB ~ ~ SPECIFIED OR/ Ill I~lg¢- SEWER PROPOSED FACILITIES IN WHICH 4" PIPe STACK 6.~"_ 6" IINUNDATED~--~/~'~J;~ ,-~1 LATERAL CASE THE LOCATION SHALL BE (VARIABLE) ~ ,,~li~SAND _~--~ ~,~¢'"~Y~- DETERMINED BY THE CITY. 1¢ .'~ .,' ~"-~ . ,~o~ / ~ 2 SUBSTITUTE 4" FOR 6" FITTINGS ,, [""'."'i~'~' "'" ~ ~22_..1../2v, / \,-,, ,.¢~o "r-, ...... 'IF PLANS OR SPEC. CONDITION X~--~-~ ~ iPP~--.'I~"~ / ~ BEND IA,: U.L_~A.b~b__~ UUIXlU. CALL FOR 4" LATERALS. SANITARY SEWER ~\\ ZLLL ,~.-~. ~ ~/ ~611.ADAPTER MAIN ~A~~L~EiiL1/2o BEN D 6"-I- LONG WITH CLEANOUT, LENGTH VARIABLE SEE STANDARD CONSTRUCTION DETAIL 5120 OR 5150 PROPOSED LATERAL DETAIL N.T.S. EASEMENT FOR TEMP ~,,.~ WORKING ~ SPACE AS, -- ,-. CONC. WALI~ i REQUIRED. I -- NOTE: I ~ ' 6'+ ! SANITARY SEWER LATERALS AND C.O.'S EXISTING PAVEMENT % ~ ~ '"x ~ '~'"'"',,,-~ EXISTING ~ \ I ! -- ARE TO BE CONSTRUCTED TO CLEAR -'~.~ C, ROtJNig % .~ . i ~ EXISTING AND PROPOSED FACILITIES, SUCH~~'~OP~OSED~ ~GROUND ~*'T ............ ' ' AS STORM SEWER MAINS, PAVING, RETAINING ~ , I :~ WALLS, OTHER UTILITIES, ETC. THE SANITARY SEWER ~MENT~ C ~.. ~ .[~rI ii~ LATERAL SHALL HAVE A MIN. COVER ,PAVE ...... ×-=' ...... BELOW THE PROPOSED CURB GRADE ~ [¢.~¢~-~ ~- ~ ~ ~ AT THE PROPERTY LINE, OR AS REQUIRED , ~).~~~-:~ , TO MAINTAIN A MINIMUM OF 2.00% GRADE, OR EXIST. SANITARY SEWER MAIN AS DIRECTED BY THE CITY. I , ~PROPOSED SANITARY SEWER MAI NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAVVINGS DATED NOV. '96, VVITH LOCAL EXCEPTIONS. ~ ~ ~ ~: ~ ~ STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO?PELL SANITARY SEWER 6.7. ~ STANDARD DETAIL ,, LATERAL REPLACEMENT PRIOR TO PAVING /~%~ ADD REFERENCE TO STANDARD CONSTRUCTION DETAILS. SWL JUN. '04 ~ ',-;~ ,, ' '" 5140 NO. LOCAL EXCEPTION BY DATE C~TY OF COPPELL DALLAS COUNTY, TEXAS OUT OF PAVEMENT IN PAVEMENT N.T.S. N.T.S. EX. NH. FRAME & COVER TO BE REMOVED & c~ F' % :: ~ %~ ~ PLUG WITH CLASS NATIVE MATERIAL COMPACTED 4: ~ ~ X ~--"B" CONCRETE TO A DENSITY NOT LESS ' '._~-¢~,.2~¢~, #1 THAN 90% (95% IN PAVEMENT) ~%~ Z~ STANDARD PROCTOR DENSITY. ~ ~ L°2~/-~J-~ ~ SAND AND/OR GRAVEL COMPAOTED~ ~ ~ ~ ~ ~/~ ~ TO A DENSITY NOT LESS ~ ~,~~ THAN 90% (95% IN PAVEMENT) ?~ ~' ~ % ~ EX. SANITARY SEWER MAIN STANDARD PROCTOR DENSITY. ~ ~1 ~ APPROVED EQUAL CLASS TO BE PLUGGED ~X ~ = ~ ~ PRIOR,,B,,TOcoNCRETE.POURING~ l~ (~ =~7% ~%~ ~ ?~ * /I EX. SANITARY SEWER MAIN CLASS ~C¢*~o,T .... c~,,o¢~ ..... ~, EXISTING CONC ~ ~ ~NBc~EPTLEU~EoDRW~ToHpCoLpR~NSG"B" ii. ~ NOTE: STANDARBS ARE ADOPTEB FROM THE NCTO6 STANDARD BASE C.T.B. OR 2:27 CONCRETE BRAWINGS BATEB NOV. '96, WITH LOCAL EXCEPTIONS. .. ~ : ~.?.¥ ,. ~ . STANDARD CONSTRUCTION DETAILS s~. SPEC. REFERENCE CO??E£L SANITARY SEWER 6.2., 6.7. __~ ADD~AC~F, LL CALLOUTS. SWL ~UN. '04 ~ MANHOLE ABANDONMENT IN AND OUT OF PAVING STANDARD DETAIL NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS '~ ~IWORKING POINT WORKING POINT--~ ! III , III I TRANSITION COUPLING--~C ,~IiF MAX. _I~ TRANSITION COUPLING P.V.C. PIPE N~ DIRECTION OF FLOW N~$~ / /--P.V.C. PIPE I ii (CLASS 52 OR AS SPECIFIED) _i sF ' ill F q -JE 2' ~ ~I#4 TIE BARS ON 8 CENTERS 2' THICK CONCRETE COLLAR CENTERED% I I' ON COUPLNG, SEE SECTON 'C-C' "-" !~ ..................................... ~ ~ I ¢ I ~'/~SEE NOTE 5 '"~ ~ ~ / SECTION A-A CONCRETE ENCASEMENT (LENGTH WILL VARY~ '~ (2) 2-1%2" x 1/4" STRAPS-~ Nm WITH SITE AND BANK SLOPE CONDITIONS) ~~ I ~ TYPE 504 STAINLESS STEEL\ IN NO CASE SHALL THE ENCASEMENT BE I I ~.. ~ ~ WITH (2) 7~8" ¢ HOLES\~,,Te,nc LESS THAN 8 FEET. - .......... ~ ;~ W: I~I~''~'~ ~'~'~'~J,,~'~_i.. ............. ~ ~ n- /~ OF PIPE + 12 .......................... ~" ~- I cWITH NUT AND WASHER .................. ,'"' / '~ TYPE 504 STAINLESS STEEL -, "'"""L~'.'-'~...":"_"2""~'~_~,,TM-. o I I,~ '~ t OR EQUIVALENT (..;DUNLIN(5 + Z4- Ld ~ -- ~ -- ~- NOTE: ,, CONSTRUCT MINIMUM WIDTH OF COLLAR ALONG ~-#4,, TIE BARS ON 12 _~-' I~~ 12 CENTERS NOTES: r.~ ~ ~ ~ 'rr~ ~- "-'-'----~ I n~~~ III ~(5) LAYERS OF GRAPHITE ~. DUCTILE IRON PIPE SHALL BE CLASS S2 MINIMUM, OR AS ~ [--~"~~--h "' ~o I~1._~--'-I I X, F C ~_!1~ IMPREGNATED SO# FELT OVER SPECIFIED BY THE CITY ENGINEER. PIPE WALL THICKNESS '~ ~ ~'~~'~ ~' o~ -~ ~--I.~-~.~-~-~ 1" OF NON-SHRINK GROUT SHALL BE ADEQUATE FOR THE SIZE AND SPAN AS DESIGNED ~ I ~. // I '%% ~_~ ~ n-~ I 14I I ~1'. %% FOR BEARING SURFACE OF XN~ E~ I%< -~1 PIPE 2 PIERS SHALL PENETRATE A MINIMUM OF 6' FEET INTO ROCK' IIP'//' '~ I =+ · OR BLUE SHALE.-H~4~ .... [~ +-- -----~ ~t, ~,l ~ "'--~4 BENT BARS, e" OCEW 5. WHERE SOILS ARE NOT STABLE, A STEEL CASING SHALL BE I I~,~R?~. /'~i I . EL ~ ~ -~- 'r'"- ..,~c, ~.~/,-~, ~/:, RFklT RAP* USED ON THE DRILLED PIER SHAFT. [ 1% "'%',-- I ~ ~' .I 1 ~ P- o (2) #4 BENT BARS__/ \ ~'~ ~"""'~' / :~ EACH FACE 12" %"%.~ 4-. MATERIALS SHALL CONFORM TO THE STANDARD I~ L'~~-.~ i ill I ,_ o. ' ~-I~ I I (6) #5 B,,ARS WITH #5 S.P!RAL SPECIFICATIONS AND/OR LOCAL EXCEPTIONS l~ ~. i__ ~--;~ ~ ~ /~ ~ I_ =,, TIES @ 6 PITCH WITH (2) FLAT . . N.~_/_ ~ \I r--¢ I ! NOTE: " ---r-I~ TURNS TOP AND BOTTOM ~ ~~ 1 ALL EXPOSED EDGES SHALL 18" DIA 5. NUMBER OF PIERS AND SPACING WILL VARY WITH OUTSIDE DIAMETER OF (4) #4 BARS EACH FACE HAVE A 1" X 45° CHAMFER. "-PIER MIN.-" LENGTH OF SPAN· TRANSITION COUPLING ~--(4) #4 BENT BARS EACH FACE SECTION B-B ~,~o~,~ .... o~,,o,~ .... ~, ~ SECTION C-C NOTE: STANDARDS ARE ADOPTED FROM THE NCT06 STANDARD NTS DRAWINGS BATED NOV. '96, WITH LOCAL EXCEPTIONS. NTS , ~ ~: ~: ~, STANDARD CONSTRUCTION DETAILS STD, SPEC, REFERENCE CO~,,~ SANITARY SEWER 2.12., 7.2. AERIAL CROSSING STANDARD OETA¢L ~ THIS STANDARD CONSTRUCTION DETAIL IS NOT ADOPTED FROM THE NOV, '96 NCTCOG STANDARD DRAWINGS, SWL DEC, '03 ¢ ~:,,.- ::~,~ ,., , .... · 5160 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS /--RED PAINTED ~ .__~.~CTANGULAR FRAME / / /'~ i ~FACE OF CURB CLEANOUT LID~ ~ ~ NO PAINT 'X~.¥/4~ ~ _~ / ~ ~ ~ "~ SANITARY SEWER MANHOLE IDENTIFICATION, ADJACENT TO CURB RECTAN G%~RP'~/~ ~F ~ ~ N.T.S. SANITARY SEWER~ ti SANITARY SEWER CLNE. TA.~OUT IDENTIFICATION ~ ~ 'XI I RECTAN GU LAP FRAME %%,,, ¢"'¥/ I I ~ 1. IDENTIFICATION LETTERS SHALL BE CHISELED OR CUT INTO THE ~ FACE OF THE CONCRETE CURB AND IN LINE WITH MANHOLE OR CLEAN-OUT LOCATION. LETTERS SHALL BE 5" HIGH X 5" WIDE BY APPROXIMATELY 1/8" DEEP. 2. PAINTED RECTANGULAR FRAME SHALL EXTEND 1" BEYOND SANITARY SEWER SERVICE IDENTIFICATION IDENTIFICATION LETTERS. N.T.S. NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD BRA'WINGS BATED NOV. '96, WITH LOCAL EXCEPTIONS. , ~ ~¥.~ ~, STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO??gLL N.H. & CLEANOUT LOCATION AND IDENTIFICATION 6.7. ~ !~.~ ,~ STANDARD DETAIL ~% THIS STANDARD CONSTRUCTION DETAIL IS NOT ADOPTED FROM THE NOV. '96 NCTCOG STANDARD DRAWINGS. SWL JUN. 'o,* CURB LETTERING AND COLOR CODING ' 5170 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS SANITARY SEWER GENERAL NOTES AND TESTING 1. SANITARY SEWERLINE MINIMUM DIAMETER SHALL BE 8". SERVICE LATERALS SHALL HAVE A MINIMUM DIAMETER OF 4-". 2. SANITARY SEWERLINE IINSTALLATIONS MAY BE SUBJECT TO INFILTRATION TESTING, EXFILTRATION TESTING, MANDREL TESTING AND LOW PRESSURE AIR TESTING IN ACCORDANCE WITH THE TEXAS ADMINISTRATIVE CODE RULE 517.2. 5. ALL SANITARY SEWERLINE INSTALLATIONS SHALL HAVE A TV EXAMINATION PERFORMED. A COPY OF SAID EXAMINATION SHALL BE PROVIDED TO THE CITY FOR REVIEW PRIOR TO ACCEPTANCE OF THE SANITARY SEWERLINE BY THE CITY. 4-. MANHOLES SHALL BE VACUUM TESTED IN ACCORDANCE WITH NCTCOG CONSTRUCTION METHOD 6.7.2. 5. SANITARY SEWERLINE INSTALLATIONS THAT CROSS OR CLOSELY PARALLEL A WATERLINE SHALL BE DESIGNED IN ACCORDANCE WITH THE TEXAS ADMINISTRATIVE CODE RULE 517.2. 6. SANITARY SEWERLINE EMBEDMENT SHALL BE IN ACCORDANCE WITH THE CITY OF COPPELL STANDARD CONSTRUCTION DETAILS FOR SANITARY SEWERLINE EMBEDMENT. NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. , ~ ~:¥.~ ~, STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE COFPE[.,L SANITARY SEWER 2.10., 2.12., 6.7. ,~ STANDARD DETAIL ~ THIS STANDARD CONSTRUCTION DETAIL IS NOT ADOPTED FROM THE NOV. '96 NCTCOG STANDARD DRAWINGS. SWL JAN. '05 ,~, , :;:,~ ' GENERAL NOTES AND TESTING ' 5180 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS V #4- BARS AT 6" C-C (4-' N.H.), OR T · W . T #5 BARS AT 8" C-C (5' & 6' M.H.)~ r,.......~<.~A EACH WAY HOOKED ].~"/, :'-/ EACH END '-' '~' ~""" '-" ~#4- BARS '~ B -bi }',J-LLI L/J-B #4- BARS {il'ri I-- ~'111[ AT 18" INSIDE FACE --J--T~~~~ I AT 18" ".-.[,~..~ OUTSIDE FACE '"" ' , .i '/' '/'.~ II > ~: #4- BARS % ~ ...---- #4- BARS AT 15" N.H.) OR 9" AT 18" - (4-'6' (5' ,3-#4 BARS (4'& 5'N.H.) '~'~/ ~ ~~1~ ~#4 BARS AT 6" C-C 154:, N.H.)OR OUTSIDE FACE I::i -i'~ & N.H.)INSIDE FACE. OR #5 BARS (6' N.H.)AT , '~-t-~+t~--~ #5 BARS AT 8" C-C & 6"M.H.) OPENING AS SHOWN. EACH WAY. HOOK EACH END I ' I i #4 DOWELS AT 18" ~ A I I ~ ALL AROUND EXCEPT N.H. SIZE(W) V TE F G H PLAN '"~---- N.T.S. ~5" MIN 4' 5'-4" 8" 6" 9" 6" 1'-..3" -G 5' 6'-4" 8" 6" 12" 8" 1'-8" #4 BARS AT 6" C-C ~ 6' 7'-6" 9" 9" 16" 10" 2'-2" STANDARD ,.H.--~ (At' ,.H.). OR #~ BARS AT FRA,E AND COVER /--PRECAST CONCRETE GRADE R.NGS-- C-C (~' & 6' EACH WAY AS SPECIFIED / TO TOP SLAB TABLE OF DIMENSIONS BY CITY N.T.S. NON SHRINK / F2'3" PAVING SURFACE ~ , SECTION A-A ~ / N.T.S. GROUT 1:2 ~ ~ TO RAISE TO GRADE . ~ - ,,,, ~'-#4 BARS AT 6" C-C 1'-0" "4- BARS AT 18''~/ I~ ~#~,,BARS AT / (4-' N.H.), OR #5 BARS AT ~r "~ 18 "" 8" C-C (5' A 6' N.H.) CLASS"A"_,'~. J. LLL L EACH WAY. '- ' VERTICAL BARS CONCRETE ~ --~.-- #4 BARS AT 18" X , T.IIII. T.'r. (IFWALL HEIGHT ~ ., -- ~ TOP OF PIPE IIII k IS OVER 4'(4' & 5' ---- <~o',', ~'..."" I'1'1 ~ ~.~MH), OR 6(6 MN) / NOTES: ~c), ~- ..< <o ~- ~ %.4 " USE STEEL REBAR Z < ,--,- , < ,-, - 1,1,1// o.../~"~,'~ , , SPACERS) '- ¢ "' "' ""' IIit'/ % / " INDICATED ON PLAN-PROFILE SHEET.~ ~c,,,.,,z ~ ___ ~: · ,,~ ~SLOPE ,3/8 TO I o,' ,,'.,,,,'o,c.,,,o ,,T,',', ,'.,,'A,,',,TT"°w''J':'''. DRAIN SHALL HAVE A COVER OF TO THE ....'dl '~'...__ ~V~' I I -r- CENTER OF BARS, UNLESS OTHERWISE 'Y~ h~'-~'- ' ~'~'~' ~ ,_." x ,-" WA / 3. CONCRETE SHALL BE CLASS "A". OR o CORNER DETAIL I #4 BARS AT 8" C C (4' & 5' M H) /_~ ,, , - ' ' #4 BARS AT 6 C-C (4 N.H.) OR #5 BARS AT 8" C-C (6' N.H.) #5 BARS AT 8" C-C (5' & 6' N.H.) PLAN VIEW IN LIEU OF KEY WAY EACH WAY N.T.S. T .~..,,,o~,,~,.,~ .... o~,,~,,o,,, .... ,,, SECTION B-B NOTE: STANBARBS ARE ABOPTEB FROM THE NCT06 STANBARB N.T.S. BRAWINGS BATEB NOV. '96, WITH LOCAL EXCEPTIONS. , ~ ~: ~: ~ , STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE COF?F_,,LL STORM DRAIN 6.7., 7.4., 7.6. MANHOLE 4', 5' OR 6' SQUARE STANDARD OETA¢L ,,,o. .cc^, ,:-xc,:-,:,.-,-,o, ,:,,,, o^~ .... ' C,T¥ o,~ co,:'~,:,, [:,^,,A~ CO,_,,'.,T~, T,:×*.S 6010 N.H. SIZE(W) V T E F G H 4' 5'-4" 8" 6" 9" 6" 1'-5" 5' 6'-4" 8" 6" 12" 8" 1'-8" 6' 7'-6" 9" 9" 16" 10" 2'-2" 10'-0" OPENING 10'-0" TRANSITION FROM NORMAL CURB HEIGHT TO INLET 6UTrER ELEVATION.~,/ 6" /'--SYMMETRICAL .~ EXPANSION 1/2" PREMOLDEB ~'~ ~ /ABOUT Cf___ JOINT~ EXPANSION JOINT MATERIAL I ~'-- 7'" ff IT TF ~ ~ II e_a, I ~---BOTTOM OF PAVING I NOTE: I __1 LOCATION OF MANHOLE OPENING TO BE ..... I AT OUTFALL END, UNLESS OTHERWISE DIRECTED BY THE CITY. L_ PROPOSED STORM DRAIN LATERAL ELEVATION /'--SECTION C-C, SEE STANDARD FIELD CUT BARS-- ~CONSTRUCTION DETAIL 6020B B & C TO CLEAR / /-~#4 BARS C "A i~--B MANHOLE C// ~C TOP & BOTTOM SLAB ~--B^CXOF I ,'~~] 3-o LONG , , , ~ · · ----, #4 BARS B-TOP SLAB AT 7 1/2" PREMOLDED~ \CURB ..: [[ff~'XX\\\\",.. II II I I I ~ ~/ i i / ~ill4BARS6-BOTTOMSLABAT71/2TM EXPANSION dOINT% x,~: ./~ ~- LINE 6 \~ / OPENING II, ',; ' ' ' I I I I ~6"/-(2)-~ BARS E-TOP SLAB AT 21/2 C-C % WIDTH OF BARSiNLET M,,W,, 1~4". I ~~,, ~ BARS N~%.% /--BARS M LIP OF GUTTER ~'--CONSTRUCTIONcoNCRETE PAVEMENTJOINT ABOUT C-b / · ',', ~ ~" V. EW A-A, SEE STANDARD SECT. ON B-B, SEE STANDARD SIDE SECTION CONSTRUCTION DETAIL 6020B CONSTRUCTION DETAIL 6020B TRANSVERSE BEAM DETAIL PLAN (FOR USE WITH 15' & 20' INLETS) END VIEW NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAW1NGS DATED NOV. '9§, ~TH LOCAL EXCEPTIONS. r, ~ ~ ~ ~ ~ ~ ,, STANDARD CONSTRUCTION DETAILS ST~. SPEC. REFERENCE CO??ggg STOP, B DRAIN 6.7., 7.4., 7.6. CUP,B INLET: 5', ~ 0', ~ 5' OR 20' OPENING STANDAR~ DETAIL BACK OF TRANSVERSE BEAM (TO CURB--~ 2' GUTTER POINT TO REMAIN BE USED ON 15' & 20' ON THIS LINE AND INLETS ONLY) CONSTANT AT 2"-- ,, ~ -- _ SLOPE 1/4-" PER FT.---~ r 2_...~,,, i..._. ~--BARS C 2" · 2" --~ / BARDq / ~--2:',RADIUS ~ n' ' "TYP. _ ~ (TYP~.) BARS B :, .~ , ' --- _ ~' ~--~ - " " .... ~--''~ ~BARS D ~ 7 1/2 C-C /~~ -- BARS G AT BARS C AT~) % AT 2~'~-C 2" -- 7 1/2"C-C~"'~ I I F- ~--oT :,~ --CONSTRUCTION / -.bL ~ /~' / LBARS C AT ' 1/2"C-C BARS F ~DANb U~ LBARS G AT 7 1/2"C-C BARS C VIEW A-A SECTION B-B SECTION C-C N.T.S. N.T.S. N.T.S. GENERAL NOTES: 1. ALL CONCRETE SHALL BE CLASS "A" CONCRETE. 2. REINFORCING BARS SHALL BE STANDARD GRADE STEEL, DEFORMED REINFORCING BARS OF A DIAMETER AND LENGTH AS SHOWN. 3. CHAMFER ALL EXPOSED CORNERS 3/4" EXCEPT WHERE OTHERWISE NOTED. 4. DIMENSIONS RELATING TO REINFORCING STEEL ARE TO CENTERS OF BARS. 5. FIELD CUT AND BEND BARS AS NECESSARY TO ACCOMODATE STORM DRAIN PIPE. 6. RING AND COVER SHALL BE APPROVED BY THE CITY AND INSTALLED BY THE CONTRACTOR. NO~: STANDARDS ARE ADOPTED FROM THE NCT06 STANDARD BRA~NGS BATED NOV. '96, ~TH LOCAL EXCEP~ONS. , ~ ~: ~: ~, STANDARD CONSTRUCTION DETAILS sm. SPEC. REFERENCE CO~LL STORM DRAIN 6.7., 7.4., 7.6. CURB INLET: 5', 10', 15' OR 20' OPENING STANDARD DETAIL ' "' 6020 2 NO. LOCAL EXCEP~ON BY DA~ CITY OF COPPELL DALLAS COUNt, TEXAS ,~~/ 3'-"W" 5'-8" 4'-"W" 4'-8" 1/4 ~-' NN_5,,R 5'-"W" 5'-8" ?_zr LGTH.OPEN.+O'-8" ? BARS C '6~ BARS D LGTH.OPEN.+11-8" //4 BARS A //4 BARS B //4 BARS C & D N.T.S. N.T.S. N.T.S. -- + LO LENGTH OF OPENING + 0'-8" 24" MIN. //4 BARS E //4 BARS F //4 BARS O 2D'M,N. 1 N.T.S. N.T.S. N.T.S. CAST IRON ~ 42 FRAME AND COVER //4 BARS J //5 BARS M //5 BARS N N.T.S. N.T.S. N.T.S. NOTE: STANDARDS ARE ADOPTED FROM THE NCTO6 STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. r' ~ ~ : ~ : ~ ~ STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO??ELL STORM DRAIN 6.7., 7.4., 7.6. CURB INLET: REBAR AND M.H. FRAME & COVER STANDARD DETAIL ~ ;>'? ::~'~. ,., , NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS BILL OF REINFORCING STEEL OPENING LENGTH "L" = 5ft OPENING LENGTH "L" = lOft OPENING LENGTH "L" = 15 ft OPENING LENGTH "L" = 20 ft DEPTH ALL WIDTHS Widths "W'~ Widths "W" Widths "W" Widths "W" "D" AND LENGTHS 5ft 4ft 5ft 5ft 4ft 5ft 5ft 4ft 5ft 5ft 4ft 5ft BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS C D E d F F F A B G F F F A B G F F F A B G M N F F F A B G M N 3'-6" 17 3 2 4- 20 24- 28 10 10 20 28 ,32 ,36 18 18 28 ,36 4-0 4-4- 26 26 ,36 2 2 4-4- 4-8 52 ,34- ,34- 4-4- 2 2 ,3'-9" 18 ................ 20 .......... 28 .......... ,36 .............. 4-4- .... 4-'-0" 19 ................ 24- .......... 52 .......... 4-0 .............. 4-8 4-'-,3" 19 ................ 24- .......... ,32 .......... 4-0 .............. 4-8 .... 4'-6" 21 ................ 26 .......... 34 .......... 42 .............. 50 .... 4'-9" 21 ................ 26 .......... 54 .......... 42 .............. 50 .... 5'-0" 21 ................ 26 .......... 34 .......... 42 .............. 50 .... 5'-5" 25 ................ 28 .......... 56 .......... 44 .............. 52 .... 5'-6" 25 ................ 28 .......... 56 .......... 44 .............. 52 .... 5'-9" 25 ................ 50 .......... 58 .......... 46 .............. 54 .... 6'-0" 25 ................ .50 .......... 38 .......... 46 .............. 54 .... 6'-5" 26 ................ 50 .......... 58 .......... 46 .............. 54 .... 6'-6" 27 ................ 52 .......... 40 .......... 48 .............. 56 .... 6'-9" 27 ................ 52 .......... 40 .......... 48 .............. 56 .... 7'-0" 29 ................ 54 .......... 42 .......... 50 .............. 58 .... 7'-5" 29 ................ 54 .......... 42 .......... 50 .............. 58 .... 7'-6" 50 ................ 54 .......... 42 .......... 50 .............. 58 .... 7'-9" 51 ................ 56 .......... 44 .......... 52 .............. 60 .... 8'-0" 51 ................ 56 .......... 44 .......... 52 .............. 60 .... 8'-5" 52 ................ 56 .......... 44 .......... 52 .............. 60 .... 8'-6" 55 ................ 58 .......... 46 .......... 54 .............. 62 .... 8'-9" 54 ................ 58 .......... 46 .......... 54 .............. 62 .... 9'-0" 55 ................ 40 .......... 48 .......... 56 .............. 64 .... 9'-5" 56 ................ 40 .......... 48 .......... 56 .............. 64 .... 9'-6" 37 ................ 42 .......... 50 .......... 58 .............. 66 .... 10'-0" 58 ................ 42 .......... 50 .......... 58 .............. 66 .... NOTE: FOR CONVENIENCE, DEPTHS OF INLETS SHOWN IN ABOVE TABLES ARE IN INCREMENTS OF 5 INCHES BUT ANY DEPTHS OTHER THAN THOSE SHOWN ABOVE MAY BE USED WHEREVER DEEMED NECESSARY. QUANTITIES FOR OTHER DEPTHS FALLING WITHIN THE LIMITS OF THE TABLE MAY BE FOUND BY INTERPOLATION. NOTE: STANDARDS ARE ADOPTED FROM THE NCTO6 STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. r' ~ ~ : ~ : ~ ~ STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO??ggg STORM DRAIN 6.7., 7.4., 7.6. CURB INLET: BILL Of REINFORCING STEEL STANDARD DETAIL NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS OPENING LENGTH "L" = 5ft OPENING LENGTH "L" = lOft OPENING LENGTH "L" = 15 ft OPENING LENGTH "L" = 20 ft DEPTH ALL WIDTHS Widths "W" Widths "W" Widths "W" Widths "W" "D" ANB LENGTHS 5ft 4ft 5ft 5ft 4ft 5ft 3ft 4ft 5ft 3ft 4ft 5ft BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS BARS C D E d F F F A B G F F F A B G F F F A B G M N F F F A B G M N 3'-6" 17 3 2 4 20 24 28 10 10 20 28 32 36 18 18 28 36 40 44 26 26 36 2 2 44 48 52 34 34 44 2 2 3'-9" 18 ................ 20 .......... 28 .......... 36 .............. 44 .... 4'-0" 19 4'-,3" 19 ................ 24 .......... 32 .......... 40 .............. 48 .... 4'-6" 21 ................ 26 .......... 34 .......... 42 .............. 50 .... 4'-9" 21 ................ 26 .......... 54 .......... 42 .............. 50 .... 5'-0" 21 ................ 26 .......... 34 .......... 42 .............. 50 .... 5'-5" 25 ................ 28 .......... 56 .......... 44 .............. 52 .... 5'-6" 23 ................ 28 .......... 36 .......... 44 .............. 52 .... 5'-9" 25 ................ 50 .......... 58 .......... 46 .............. 54 .... 6'-0" 25 ................ 30 .......... 38 .......... 46 .............. 54 .... 6'-5" 26 ................ 50 .......... 58 .......... 46 .............. 54 .... 6'-6" 27 ................ 52 .......... 40 .......... 48 .............. 56 .... 6'-9" 27 ................ 52 .......... 40 .......... 48 .............. 56 .... 7'-0" 29 ................ 54 .......... 42 .......... 50 .............. 58 .... 7'-5" 29 ................ 54 .......... 42 .......... 50 .............. 58 .... 7'-6" 50 ................ 54 .......... 42 .......... 50 .............. 58 .... 7'-9" 51 ................ 56 .......... 44 .......... 52 .............. 60 .... 8'-0" 31 ................ 36 .......... 44 .......... 52 .............. 60 .... 8'-5" 52 ................ 56 .......... 44 .......... 52 .............. 60 .... 8'-6" 55 ................ 58 .......... 46 .......... 54 .............. 62 .... 8'-9" 54 ................ 58 .......... 46 .......... 54 .............. 62 .... 9'-0" 55 ................ 40 .......... 48 .......... 56 .............. 64 .... 9'-5" 56 ................ 40 .......... 48 .......... 56 .............. 64 .... 9'-6" 37 ................ 42 .......... 50 .......... 58 .............. 66 .... 10'-0" 58 ................ 42 .......... 50 .......... 58 .............. 66 .... SUMMARY OF QUANTITIES FOR CURB INLETS 5'-0" OPENING 10'-0" OPENING 15'-0" OPENING 20'-0" OPENING DEPTH "D" WIDTH 5'-0" WIDTH 4'-0" WIDTH 5'-0" WIDTH 5'-0" WIDTH 4'-0" WIDTH 5'-0" WIDTH 5'-0" WIDTH 4'-0" WIDTH 5'-0" WIDTH 3'-0" WIDTH 4'-0" WIDTH 5'-0" CONC STEEL CONC STEEL CONC STEEL CONC STEEL CONC STEEL CONC STEEL CONC STEEL CONC STEEL CONC STEEL CONC STEEL CONC STEEL CONC STEEL C.Y. LBS. C.Y. LBS. C.Y. LBS. C.Y. LBS. C.Y. LBS. C.Y. LBS. C.Y. LBS. C.Y. LBS. C.Y. LBS. C.Y. LBS. C.Y. LBS. C.Y. LBS. 5'-6" 2.62 506 2.95 552 5.28 575 4.12 479 4.64 521 5.20 564 5.69 667 6.40 721 7.10 775 7.20 846 8.11 909 9.05 976 5'-9" 2.70 309 3.04 541 3.59 573 4.25 494 4.78 556 5.54 579 5.87 687 6.58 741 7.30 796 7.42 874 8.54 937 9.27 1010 4'-0" 2.78 528 5.14 564 5.49 599 4.58 518 4.92 565 5.49 610 6.05 718 6.77 776 7.49 855 7.64 909 8.58 976 9.51 1046 4'-3" 2.87 534 5.25 570 3.59 406 4.51 526 5.06 573 5.64 619 6.22 729 6.95 787 7.69 847 7.87 922 8.81 990 9.75 1061 4'-6" 2.95 556 5.52 594 5.69 451 4.64 558 5.20 607 5.79 656 6.40 770 7.14 850 7.88 891 8.09 975 9.04 1045 9.99 1115 4'-9" 5.05 561 5.41 410 3.79 458 4.77 566 5.34 616 5.94 665 6.57 780 7.52 841 8.07 903 8.31 986 9.27 1056 10.23 1129 5'-0" 5.12 567 5.51 416 5.90 445 4.90 574 5.47 624 6.09 674 6.75 791 7.51 853 8.27 915 8.53 999 9.50 1070 10.47 1144 5'-5" 5.20 585 5.60 424 4.00 465 5.05 600 5.61 652 6.25 704 6.95 827 7.69 890 8.46 955 8.76 1044 9.75 1118 10.71 1194 5'-6" 5.28 589 5.69 450 4.10 472 5.16 608 5.75 661 6.58 715 7.11 857 7.88 901 8.66 967 8.98 1057 9.97 1151 10.95 1208 5'-9" 5.57 405 5.78 451 4.20 495 5.29 655 5.89 690 6.55 744 7.28 874 8.07 940 8.85 1007 9.20 1102 10.20 1178 11.19 1258 6'-0" 5.45 415 5.88 460 4.50 504 5.42 646 6.05 702 6.68 757 7.45 888 8.25 954 9.05 1022 9.42 1119 10.45 1196 11.45 1276 6'-5" 5.55 425 5.97 470 4.41 515 5.55 661 6.17 718 6.85 775 7.65 908 8.44 975 9.24 1044 9.64 1147 10.66 1225 11.67 1505 6'-6" 5.62 457 4.06 486 4.51 552 5.68 681 6.51 759 6.97 797 7.81 955 8.62 1005 9.45 1057 9.87 1178 10.89 1258 11.92 1540 6'-9" 5.70 441 4.15 490 4.61 537 5.81 688 6.45 747 7.12 806 7.98 945 8.81 1015 9.65 1066 10.09 1191 11.12 1272 12.15 1555 7'-0" 5.78 460 4.25 510 4.71 560 5.94 716 6.59 777 7.27 857 8.16 981 8.99 1055 9.82 1126 10.51 1257 11.55 1519 12.40 1404 7'-5" 5.86 465 4.54 516 4.81 567 6.07 724 6.72 785 7.42 846 8.55 992 9.18 1065 10.02 1158 10.55 1249 11.59 1555 12.64 1418 7'-6" 3.95 477 4.43 529 4.91 570 6.20 742 6.86 804 7.57 866 8.51 1016 9.36 1089 10.21 1163 10.75 1290 11.82 1365 12.88 1451 7'-9" 4.05 491 4.55 544 5.02 597 6.55 762 7.00 826 7.71 890 8.67 1040 9.55 1116 10.41 1195 10.98 1515 12.05 1599 15.12 1498 8'-0" 4.12 496 4.62 550 5.12 604 6.46 770 7.14 834 7.86 899 8.86 1051 9.73 1129 10.60 1205 11.20 1325 12.28 1412 13.56 1510 8'-5" 4.20 504 4.71 559 5.22 615 6.59 784 7.28 849 8.01 915 9.04 1069 9.92 1149 10.80 1228 11.42 1555 12.51 1440 15.60 1529 8'-6" 4.28 519 4.80 576 5.52 652 6,71 804 7.42 871 8.16 958 9.21 1107 10.10 1176 10.99 1257 11.64 1585 12.74 1474 15.84 1565 8'-9" 4.57 528 4.90 586 5.42 645 6.84 819 7.56 886 8.51 954 9.59 1119 10.29 1199 11.18 1280 11.87 1410 12.97 1500 14.08 1592 9'-0" 4.45 545 4.99 605 5.53 664 6.97 842 7.70 912 8.46 982 9.56 1148 10.47 1231 11.58 1513 12.09 1447 13.21 1539 14.52 1631 9'-5" 4.55 554 5.08 614 5.65 674 7.10 858 7.84 929 8.60 999 9.74 1169 10.66 1252 11.57 1355 12.51 1474 15.44 1565 14.56 1660 9'-6" 4.62 568 5.17 650 5.75 692 7.25 878 7.97 950 8.75 1022 9.92 1195 10.84 1280 11.77 1565 12.53 1505 15.67 1600 14.80 1696 10'-0" 4.78 582 5.56 645 5.95 708 7.49 900 8.11 974 9.05 1048 10.27 1227 11.21 1512 12.16 1599 12.98 1546 14.15 1642 15.29 1759 NOTE: FOR CONVENIENCE, DEPTHS OF INLETS SHOWN IN ABOVE TABLES ARE IN INCREMENTS OF 3 INCHES BUT ANY DEPTHS OTHER THAN THOSE SHOWN ABOVE MAY BE USED WHEREVER DEEMED NECESSARY. QUANTITIES FOR OTHER DEPTHS FALLING WITHIN THE LIMITS OF THE TABLE MAY BE FOUND BY INTERPOLATION. NOTE: STANDARDS ARE ADOPTED FROM THE NCT06 STANDARD DRAWINGS DATED NOV. 'g6, WITH LOCAL EXCEPTIONS. , , ~ :,~,,,,,,,,,~ ,,, ~ ,, STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO,??ELL STORM DRAIN 6.7., 7.4., 7.6. ~'' ~ r'; ~' ~ ' I' C U RB I N I E T: S U M M MARY 0 f Q U AN T ITl E S STANDA RD DETAIL '" 6020 5 NO. LOCAL EXCEPTION BY DATE CITY Of COPPELL DALLAS COUNTY, TEXAS -- 5'-0" OPENING 10'-0" OPENING 15'-0" OPENING 20'-0" OPENING DEPTH "D" WIDTH 5'-0" WIDTH 4'-0" WIDTH 5'-0" WIDTH 5'-0" WIDTH 4'-0" WIDTH 5'-0" WIDTH 5'-0" WIDTH 4'-0" WIDTH 5'-0" WIDTH 5'-0" WIDTH 4'-0" WIDTH 5'-0" CONC STEEL CONC STEEL CONC STEEL CONC STEEL CONC STEEL CONC STEEL CONC STEEL CONC STEEL CONC STEEL CONC STEEL CONC STEEL CONC STEEL C.Y. LBS. C.Y. LBS. C.Y. LBS. C.Y. LBS. C.Y. LBS. C.Y. LBS. C.Y. LBS. C.Y. LBS. C.Y. LBS. C.Y. LBS. C.Y. LBS. C.Y. LBS. 5'-6" 2.62 506 2.95 552 5.28 575 4.12 479 4.64 521 5.20 564 5.69 667 6.40 721 7.10 775 7.20 846 8.11 909 9.05 976 5'-9" 2.70 509 5.04 541 5.59 575 4.25 494 4.78 556 5.54 579 5.87 687 6.58 741 7.50 796 7.42 874 8.54 957 9.27 1010 4'-0" 2.78 528 5.14 564 5.49 599 4.58 518 4.92 565 5.49 610 6.05 718 6.77 776 7.49 855 7.64 909 8.58 976 9.51 1046 4'-5" 2.87 554 5.25 570 5.59 406 4.51 526 5.06 575 5.64 619 6.22 729 6.95 787 7.69 847 7.87 922 8.81 990 9.75 1061 4'-6" 2.95 556 5.52 594 5.69 451 4.64 558 5.20 607 5.79 656 6.40 770 7.14 850 7.88 891 8.09 975 9.04 1045 9.99 1115 4'-9" 5.05 361 5.41 410 3.79 438 4.77 566 5.34 616 5.94 665 6.57 780 7.52 841 8.07 903 8.31 986 9.27 1056 10.23 1129 5'-0" 5.12 567 5.51 416 5.90 445 4.90 574 5.47 624 6.09 674 6.75 791 7.51 853 8.27 915 8.53 999 9.50 1070 10.47 1144 5'-5" 5.20 585 5.60 424 4.00 465 5.05 600 5.61 652 6.25 704 6.95 827 7.69 890 8.46 955 8.76 1044 9.75 1118 10.71 1194 5'-6" 3.28 389 3.69 430 4.10 472 5.16 608 5.75 661 6.38 713 7.11 837 7.88 901 8.66 967 8.98 1057 9.97 1131 10.95 1208 5'-9" 3.37 405 3.78 451 4.20 495 5.29 635 5.89 690 6.53 744 7.28 874 8.07 940 8.85 1007 9.20 1102 10.20 1178 11.19 1258 6'-0" 3.45 415 3.88 460 4.30 504 5.42 646 6.03 702 6.68 757 7.45 888 8.25 954 9.05 1022 9.42 1119 10.43 1196 11.43 1276 6'-5" 3.53 425 3.97 470 4.41 515 5.55 661 6.17 718 6.83 773 7.63 908 8.44 975 9.24 1044 9.64 1147 10.66 1223 11.67 1305 6'-6" 3.62 437 4.06 486 4.51 532 5.68 681 6.31 739 6.97 797 7.81 935 8.62 1005 9.43 1057 9.87 1178 10.89 1258 11.92 1340 6'-9" 5.70 441 4.15 490 4.61 537 5.81 688 6.45 747 7.12 806 7.98 945 8.81 1015 9.65 1066 10.09 1191 11.12 1272 12.15 1555 7'-0" 5.78 460 4.25 510 4.71 560 5.94 716 6.59 777 7.27 857 8.16 981 8.99 1055 9.82 1126 10.51 1257 11.55 1519 12.40 1404 7'-5" 5.86 465 4.54 516 4.81 567 6.07 724 6.72 785 7.42 846 8.55 992 9.18 1065 10.02 1158 10.55 1249 11.59 1555 12.64 1418 7'-6" 3.95 477 4.43 529 4.91 570 6.20 742 6.86 804 7.57 866 8.51 1016 9.36 1089 10.21 1163 10.75 1290 11.82 1365 12.88 1451 7'-9" 4.05 491 4.55 544 5.02 597 6.55 762 7.00 826 7.71 890 8.67 1040 9.55 1116 10.41 1195 10.98 1515 12.05 1599 15.12 1498 8'-0" 4.12 496 4.62 550 5.12 604 6.46 770 7.14 834 7.86 899 8.86 1051 9.73 1129 10.60 1205 11.20 1325 12.28 1412 13.56 1510 8'-5" 4.20 504 4.71 559 5.22 615 6.59 784 7.28 849 8.01 915 9.04 1069 9.92 1149 10.80 1228 11.42 1555 12.51 1440 15.60 1529 8'-6" 4.28 519 4.80 576 5.52 652 6,71 804 7.42 871 8.16 958 9.21 1107 10.10 1176 10.99 1257 11.64 1585 12.74 1474 15.84 1565 8'-9" 4.57 528 4.90 586 5.42 645 6.84 819 7.56 886 8.51 954 9.59 1119 10.29 1199 11.18 1280 11.87 1410 12.97 1500 14.08 1592 9'-0" 4.45 545 4.99 605 5.53 664 6.97 842 7.70 912 8.46 982 9.56 1148 10.47 1231 11.58 1513 12.09 1447 13.21 1539 14.52 1631 9'-5" 4.55 554 5.08 614 5.65 674 7.10 858 7.84 929 8.60 999 9.74 1169 10.66 1252 11.57 1355 12.51 1474 15.44 1565 14.56 1660 9'-6" 4.62 568 5.17 650 5.75 692 7.25 878 7.97 950 8.75 1022 9.92 1195 10.84 1280 11.77 1565 12.53 1505 15.67 1600 14.80 1696 10'-0" 4.78 582 5.56 645 5.95 708 7.49 900 8.11 974 9.05 1048 10.27 1227 11.21 1512 12.16 1599 12.98 1546 14.15 1642 15.29 1759 /TOP OF CURB /~SYMMETRICAL A ~ /ABOUT Cb / /NORMAL GUTTER LINE I I I I -- ~~DEPRESSED CUTTER LINE I I L J I ~ BOTTOM OF PAVING I I I I I TOP VIEW I I 2' TO . LIP OF GUTTERL A ~ N / PROPOSED STORM ELEVATION ~ DRAIN LATERAL N.T.S. ~ BARS N--~X. ~BARS M I WIDTH OF INLET "W" I_ 4"1 i~_~ BARS N SIDE SECTION TRANSVERSE BEAM DETAIL . 6". OPENING SiZE . 6". (FOR USE WITH 15' & 20' INLETS) END VIEW (5', 10', 15', OR 20') N.T.S. ADDITIONALI ~ REINFORCING STEEL i ~ i ~ 10' TRANSITION (TYP.) c4 · - ~BACK OF ./ o ~--~-~SYMM ETRICAL ~ ABOUT Cb c4 ~ PRE-MOLDED ~ ~ /EXPANSION JOINT GUTTER LINE MATERIAL ~'"'~ LIP OF GUTTER ~CONSTRUCTION dOINT NOTE: PLAN AT CONCRETE PAVEMENT LOCATION OF MANHOLE OPENING TO BE N.T.S. W/ #5 DOWELS AT 2' C-C AT OUTFALL END, UNLESS OTHERWISE DIRECTED BY THE CITY. N~h ¢~tr~i Texo~ ¢~nci~ of NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. , , ,: ,,,. ~..,,:;, ~ , ~ ,. STANDARD CONSTRUCTION DETAILS s~. SPEC. REFERENCE CO??ELL STORM DRAIN 6.7., 7.4., 7.6. RECESSED CURB INLET: 5', 10', 15' OR 20' OPENING STANOARt) NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS 4-" 4-" ~- TOP STEEL #4 BARS ON 6" '-'"'-T-'"'~ \ CENTERS BOTH WAYS, 1 - #6 BAR % \ EXCEPT 1-#6 BAR IN B % \ OUTSIDE EDGE &: ADDITIONAL -"~-- DEPRESSED GUTTER LINE % .~MANZLE' ~L I I-- CENTER BEAM I _ I -F WIDTH/2 I WIDTH/2 CROWN @ QUARTER z ~ POINT Z CENTER BEAM FOR 15' AND 20' INLETS GUTTTER, WALL, AND ~/ 2" gd N.T.S. BOTTOM STEEL #4- BARS ON 12" CENTERS / L 3" ...¢.----.No. 4 BARS AT BOTH WAYS. f___l 6" o/c BOTH WAYS '"-8" THICK ~ I''' VARIABLE DIMENSION "W" ..,,-.- CENTER BEAM INSIDE DIA. OF PIPE + 1.0' (MIN. 2.75') SECTION A-A SECTION B-B N.T.S. N.T.S. GENERAL NOTES: 1. ALL CONCRETE SHALL BE CLASS "A" CONCRETE. 2. REINFORCING BARS SHALL BE STANDARD GRADE STEEL, DEFORMED REINFORCING BARS OF A DIAMETER AND LENGTH AS SHOWN. 5. CHAMFER ALL EXPOSED CORNERS 5/4" EXCEPT WHERE OTHERWISE NOTED. 4. DIMENSIONS RELATING TO REINFORCING STEEL ARE TO CENTERS OF BARS. 5. FIELD CUT AND BEND BARS AS NECESSARY TO ACCOMOBATE STORM DRAIN PIPE. 6. RING AND COVER SHALL BE APPROVED BY THE CITY AND INSTALLED BY THE CONTRACTOR. N~h ¢~tr~i Texo~ ¢~nci~ of NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. STD. SPEC. ~ ~ ~: .¥ ~.%, ~ . ~, STANDARD CONSTRUCTION DETAILS REFERENCE CO??ELL STORM DRAIN 6.7., 7.4., 7.6. RECESSED CURB INLET: 5', 10', 15' OR 20' OPENING SraNt~aRt> ...... 6030 2 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS RING TYP. CURB & GUTTER WIDTH I 2.0' BACK 2.5' OF "' ' CURB = I 1.85' = 8" = DEPRESSED 2" GUTTER SLOPE---- 6" LO o o , ?! '~- ~ ' 24-" MIN. INLET THROAT MANHOLE FRAME & COVER N.T.S. N.T.S. NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS BATED NOV. '96, WITH LOCAL EXCEPTIONS. , ~ ~: ,,¥,,,,?,,¥~; ~ ,~ STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO??ELL STORM DRAIN 6.7., 7.4., 7.6. ; !~.~ ,~ STANDARD DETAIL ,~,:, :~:,~ :: ,'~, RECESSED CURB INLET: THROAT AND N.H. COVER ~ CHANGED THROAT HEIGHT FROM 8" TO6". SWL ,,,...o, ' 6030o ° NO, LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS GENERAL NOTES: 1. IN GENERAL, REINFORCING STEEL SHALL BE #4 BARS ON 12" CENTERS BOTH WAYS FOR GUTTER, BOTTOM SLAB ENDS, FRONT AND BACK WALLS, AND #4 BARS ON 6" CENTERS BOTH WAYS FOR TOP SLAB. AN ADDITIONAL #6 BAR SHALL BE PLACED IN THE FRONT EDGE OF THE TOP SLAB IN THE INLETS AND ADDITIONAL REINFORCING STEEL SHALL BE PLACED AROUND MANHOLES AS SHOWN. 2. ALL REINFORCING STEEL SHALL BE GRADE 60. 5. ALL CONCRETE SHALL BE CLASS "A". ALL EXPOSED CORNERS SHALL BE CHAMFERED 5/4". 4-. ALL REINFORCING STEEL SHALL HAVE A MINIMUM COVER OF 2" TO THE CENTERS OF THE BARS. 5. 10' OF EXISTING CURB AND GUTTER UPSTREAM AND 10' OF EXISTING CURB AND GUTTER DOWNSTREAM SHALL BE REMOVED AND REPOURED MONOLITHIC WITH EACH INLET. 6. ALL BACK FILL SHALL BE COMPACTED BY MECHANICAL TAMPING TO A DENSITY NOT LESS THAN 90% AS DETERMINED BY STANDARD PROCTOR DENSITY. 7. STORM DRAIN OUTFALL PIPE MAY ENTER ON ANY SIDE, BUT SHALL NOT ENTER AT ANY CORNER, NOR CONFLICT WITH TRANSVERSE BEAM ON 15' AND 20' INLETS NOTE: STANDARDS ARE ADOPTED FROM THE NCTO6 STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. , ~ ~: ..¥?,:~: ~ ,. STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO??ELL STORM DRAIN 6.7., 7.4., 7.6. ~ !~,~ ,~ STANDARD DETAIL RECESSED CURB INLET: GENERAL NOTES ' 6030 4 NO, LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS W+ 2T T W- OPENING T MANHOLE FRAME AND COVER--X SEE STANDARD CONSTRUCTION~ DETAIL 6050C~ /t5 BENT BAR (TYP. ALL L~~TOOLED EDGES A '~ W ~ · T - - T / il'L '--'~' -~ =T ~ ' TOOLED EDGES'~x /--#5 BENT BARS -~ :'~;~ INLET SIZE T W I.~_.~~____,~. _ ~ v o % ° /~ ~- 1~-~ ii 2' SQUARE 7" 2' ,, SQUARE 7" 4' 4"U ............. :~ ¢ ~ /'- '~ X L 4" -T"'-~M \ '-3" FILLET IN --- X / ' ~: SQUARE 9"8" 5'6,CONSTRU TION &~J_ LT oOwPEELN ~1%1 ---- CONSTRUCTION ° __~P~NIN~,?,_, I ". v_ ,%?c I-- Jh:UWEL PINIbM ~ ~uii-I WATb 6' SQUARE dOINTATCcoRNERS R ISH ./.-,.~_ _~dOINT AT CORNERS F 3'-0" #4 BARS/ x-CONSTRUCTION ~ #4 BARS AT 6" JOINT AT CORNERS C-C EACH WAY 18" C-C PLAN OF TOP SLAB SECTION A-A N.T.S. N.T.S. INLET SIZE T W 2' SQUARE 7" 2' 4' SQUARE 7" 5' SQUARE 8" 5' 6' SQUARE 9" 6' NOTES: 1. MATERIAL AND WORKMANSHIP SHALL CONFORM WITH THE REQUIREMENTS OF NCTCOG STANDARD SPECIFICATIONS FOR STANDARD CONCRETE MANHOLES. MINIMUM CLASS "A" CONCRETE. 2. LAYERS OF REINFORCING STEEL NEAREST THE INTERIOR AND EXTERIOR SURFACES SHALL HAVE A COVER OF 2" TO THE CENTER OF BARS, UNLESS OTHERWISE NOTED. 5. FOR DETAILS OF REINFORCING OF LOWER PORTIONS OF INLET SEE APPROPRIATE SQUARE MANHOLE DETAILS. 4. DEPTH OF DROP INLET FROM FINISHED GRADE TO FLOW LINE OF INLET IS VARIABLE. APPROXIMATE DEPTH WILL BE SHOWN ON PLANS AT LOCATION OF INLET. 5. ALL STANDARD DROP INLETS SHALL HAVE ONE OPENING ON EACH SIDE UNLESS OTHERWISE SHOWN ON PLANS. 6. DECK MAY BE REINFORCED SAME AS 4' SQUARE MANHOLE. NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. ' ~ ~ : ,,~r~,~,,(,(,,:~ ~ '~ STANDARD CONSTRUCTION DETAILS STO. SPEC. REFERENCE CO??ELL STORM DRAIN 6.7., 7.4., 7.6. ; !~,~ ,~ STANDARD DETAIL .~ :: .'~, DROP INLET ' ':':' 6040 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS GRATE INLET STRUCTURES WTLL BE APPROVED ON A CASE-BY-CASE BASIS NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. , ~ ~: .¥..?,:~ ~ ,~ STANDARD CONSTRUCTION DETAILS STD. SPEC. CO??ELL STORM DRAIN 6.7., 7.4., 7.6. ,~ STANDARD DETAIL .~ . ..~, GRATE INLET ' "~"~ '~':' 6050 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS ALL CONCRETE SHALL BE CLASS "A" HYDROMULCH, BLOCK SOD OR DISC SEED--% .,N"/.. , 12', #5 BARS AT 18" O.C.E.W.I~. "~~~ _~--~"~--__~f._~_~ ____ _ 15" LAP ON SPLICES ~,.,..., -~_, "~',/ /-- ' -2" DiA. WEEP HOLES AT 10' CENTERS -~ ' ~~ / SET 1" ABOVE CHANNEL BOTTOM EDGE / X /// I,z=2 UNLESS -~~ /, CHANNEL WIDTH ,X ~% ~' OTHERWISE APPROVED ~ /6" MIN. WASHED ROCK WITH / · ~ ~ /CONTINUOUS FILTER FABRIC. ~ ~KEY WAY JOINT SEE STANDARD ~ ~ CONSTRUCTION /UNLESS FABRIC SPECIFICALLY ~-~/ CONSTRUCTION 'DETAIL 2050 ~ ~I~RE / DELETED BY THE CITY. · - ~ NOTE: ~~:~ ~ REINFORCED CONCRETE ~ ': ASHED ROCK.SHALL BE GAP x " '~ ~' 'l CHANNEL SECTION GRADED 1 1/2. CONSTRUCTION JOINT N.T.S. N.T.S. ¢3 BARS x 36"~ ~ / N ~ ~ /] ~3 BARS AT 18" .~ I 7/s" ~ s" sc[[w /4" ~[~woo~ ~'~ ~ ~ '~ ~ ~6 SMOOIH DOW[kS x 24" Al 21" O.C. 12" 3" 24" DOWELS SHALL BE ASPHALT COATED ~~ - = 12" ON FREE END ALTERNATE CONSTRUCTION JOINT TRANSVERSE EXPANSION JOINT N.T.S. SPACE 100' C-C AND USE AT ENDS OF CURVES - P.C. AND P.T. N.T.S. NOTES: 1. FILL AREAS SHALL BE COMPACTED TO A DENSITY NOT LESS THAN 95% STANDARD PROCTOR DENSITY. 2. FULL CHANNEL LINING MAY BE USED ONLY WITH APPROVAL OF THE CITY ENGINEER AND THE ARMY CORPS OF ENGINEERS. NO~: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRA~NGS DATED NOV. '96, ~ LOCAL EXCEPTIONS. , ~ ~ :..¥?,:, ; ,~ STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO~LL STORM DRAIN 6.7., 7.4., 7.6. ,~ STANDARD DETAIL ,,:, :~:~ ' FULL CHANNEL LINING 6060 NO. LOCAL EXCEP~ON BY DA~ CITY OF COPPELL DALLAS COUNt, TEXAS FLOW + I I I I I I I 2D+2.0' A I ----"- C ~ ~ 8" , ,0w .... -1 ; ~ I --- I 1 ~ . SLOPE 2:1 + J ~ ---~b~ "-' I ~ ....... ..~ I'-- ....r #4. BARS AT 12" O.C. I ---.-c I ~ .1- o I --CONCRETE CRADLE I J".~.-4---~--~'- ~- II s~-~-s~-cTio,,, c-c -~',,-~" i~'~ ' _I --~"'"~-SEE "D" #4- BARS AT 12" O.C. I #.3 BARS AT DETAIL RIES 18" O.C.E.W. /J_ I >B PLAN SECTION A-A BAR DETAIL N.T.S. N.T.S. N.T.S. TOP OF HEADWALL ~ 8'~.~ MAX. SLOP -- #3 BARS AT - - - ~1 1~,, o.o.~.w. Jo .~. 1 1 '=-~- ~o ,i / #5 BARS AT ~_..~1~"~%fl1 1 ~~~----~ ~ /18" O.C.E.W.. I /#4- BARS AT ,/ .. o 'o ,~'o !', o. F,~o.,.... ~ XCONST JOINT SECTION B-B SECTION C-C DETAIL D N.T.S. N.T.S. N.T.S. NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS BATEB NOV. '96, WITH LOCAL EXCEPTIONS. ' ~ ~ : ,,~r~,:~,,(,(,,:~ : ~ '~ STANDARD CONSTRUCTION DETAILS STO. SPEC. REFERENCE COFFE[,L STORM DRAIN 6.7., 7.4., 7.6. ; !~,~ ,~ STANDARD DETAIL ,~ ,; :~:,~ ::' :: ,'~, VERTICAL HEADWALL ' ':' 6070 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY', TEXAS 2D + 2.0' ~ ~ MAX. SLOPE 2~ I C-C BOTH WAYS '"'%,-"~'-/-'~-'""'~ , ~3 BASS ot C - ¢ BOIH WAYS _L---- B SECTION A-A -1- N.T.S. I I I ~TOP OF HEADWALL I =FLOW ~--~J~'-"S.%--%.I 1 #5 BARS AT 18"~ --I C - C BOTH WAYS~ ~%,~----~--~--~-~./ I I SECTION B-B PLAN N.T.S. #3 BARS ot 18" C - C BOTH WAYS D MINUS NOTE: CONCRETE SHALL BE CLASS "A". SECTION C-C N.T.S. =FLOW I L....c NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. ~ ~ ~: ,¥ ~.%, ~ , ~ ,, STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO??ELL STORM DRAIN 6.7., 7.4., 7.6. SLOPING HEADWALL STANDARD DETAIL ....... 6080 NO. LOCAL EXCEPTION BY DATE CITY'OF COPPELL DALLAS COUNTY, TEXAS STORM DRAIN GENERAL NOTES AND TESTING 1. STORM DRAIN LINE MINIMUM DIAMETER SHALL BE 18". MATERIALS OTHER THAN REINFORCED CONCRETE PIPE (RCP) MUST BE APPROVED BY THE CITY ENGINEER PRIOR TO INSTALLATION. 2. STORM DRAIN LINE INSTALLATIONS MAY BE SUBJECT TO EXFILTRATION TESTING AND LOW PRESSURE AIR TESTING. ,3. STORM DRAIN LINE INSTALLATIONS MAY BE SUBJECT TO A TV EXAMINATION. A COPY OF SAID EXAMINATION SHALL BE PROVIDED TO THE CITY FOR REVIEW PRIOR TO ACCEPTANCE OF THE STORM DRAIN LINE BY THE CITY. 4. STORM DRAIN LINE EMBEDMENT SHALL BE IN ACCORDANCE WITH THE CITY OF COPPELL STANDARD CONSTRUCTION DETAILS FOR STORM DRAIN LINE EMBEDMENT. NOTE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. ~ ~ a: ,¥ ~,%, ~ , ~ ,, STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE CO??ELL STORM DRAIN GENERAL NOTES AND TESTING STANDARD DETAIL ~ TH,s STA, DARD CO,STRUC~O, DETA,' ,S ,OT ADOPTED FROM THE ,OV. '~ ,C~CO~ STA,DARD DRAW,,~S. SWL ~A,. 'o~ ~' ~'~ ...... '": ~"~ 6090 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS