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OR 2006-1129 Standard Construction Details AN ORDINANCE OF THE CITY OF COPPELL, TEXAS ORDINANCE NO. 2006-1129 AN ORDINANCE OF THE CITY OF COPPELL, TEXAS AMENDING THE CODE OF ORDINANCES BY REPEALING ORDINANCE NO. 2005-1098 AND BY REPEALING ARTICLE 15- 12, STANDARD CONSTRUCTION DETAILS, AND BY REPLACING WITH A NEW ARTICLE 15-12 TO ADOPT THE 2006 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 SA VINGS CLAUSE; PROVIDING A PENAL TY 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 That Ordinance No. 2005-1098 be, and the same IS, hereby repealed in its entirety. SECTION 2. That the Code of Ordinances of the City ofCoppell, 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 2006 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 2006 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Ordinances of the City ofCoppell, Texas, in conflict with the provisions of this ordinance be, and the same are hereby, repealed, and all other provisions not in conflict with the provisions of this ordinance shall remain in full force and effect.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 ~ ~ ~ day of Uo,d ,2006. ATTEST: APPROVED AS TO FORM: " CI OF COPPELL DALLAS / DENTON COUNTY, TEXAS THE. C IT Y. 0 F . / STANDARD CONSTRUCTION DETAILS REVISED AUGUST 22, 2006 CITY OF COPPELL ORDINANCE # 2006.1129 - 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 OTHER VERSIONS OF NCTCOG AND CITY OF COPPEll STANDARD CONSTRUCTION DETAilS. 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. 2. THE CITY OF COPPEll HAS ADOPTED THE "Standard Specifications for Public Works & Construction", 4TH 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). 3 N THE CITY OF COPPEll ARE / lOCAL, STATE AND FEDERAL ORDINANCES WHICH REGULATE DEVELOPMENT CITY OF COPPEll SUBDIVISION ORDINANCE. CITY OF COPPEll FLOOD PLAIN ORDINANCE. CITY OF COPPEll IMPACT FEE ORDINANCE. CITY OF COPPEll EROSION CONTROL ORDINANCE. CITY OF COPPEll ZONING ORDINANCE. CITY OF COPPEll RIGHT-OF-WAY MANAGEMENT ORDINANCE. CITY OF COPPEll TREE ORDINANCE CITY OF COPPEll NOISE ORDINANCE CITY OF COPPEll CITY-WIDE STORM WATER MANAGEMENT STUDY TEXAS ACCESSIBILITY STANDARDS (T.A.S.) AMERICANS WITH DISABILITIES ACT (A.D.A.) 4. a. b. c. d. e. f. g. h. &i. j. k. THE.C TV OF - - COrrELL ~ ADD SUB-NOTE i SWL JUL '06 ~ CHANGED TO 4TH EDIllON. SWL JUL. '06 1 TABLE OF CONTENTS PAVEMENT SYSTEMS GENERAL SUBDRAINS Pavement SubQrade ALLEY GEOMETRICS Type "A" and Type "B" ALLEY GEOMETRICS T "c" d T "D" ype an ype _ ALLEY GEOMETRICS Type "E" and Type "F: ALLEY GEOMETRICS Type "G" and Type "H: ALLEY GEOMETRICS T e "J" yp -- ALLEY INTERSECTION Proposed to Existing GUARD RAIL AND BARRICADING NOTE TRAFFIC CONTROL NOTE FIRE LANE AND PARKING LOT Reinforced Concrete FIRE LANE AND PARKING LOT Hot Mix Asphaltic Concrete FIRE LANE AND PARKING LOT Type "A" and Type "B" Turnaround FIRE LANE AND PARKING LOT Fire Lane Marking BOLLARD AND SIGN FOUNDATION PAVEMENT SYSTEMS TESTING REQUIREMENTS NOT USED NOT USED HOT MIX ASPHALTIC CONCRETE PAVEMENT Two-Lane Undivided ThorouQhfare CONCRETE CURB AND GUTTER Integral and Separate MEDIAN ISLAND PAVEMENT Left Turn Lane with Sloped Nose MEDIAN ISLAND PAVEMENT Median Island with Sloped Nose 2150-1 DRIVEWAY APPROACH T "A" ype 2150- 2 DRIVEWAY APPROACH T "A" ype 2155-1 DRIVEWAY APPROACH Type "B: 2155-2 DRIVEWAY APPROACH Type "s" 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 Joints and Spacing 2180 REINFORCED CONCRETE RETAINING WALL InteQral with Sidewalk 2185-1 ACCESSIBLE ROUTES, RAMPS AND CROSSWALKS Collector Streets and ThorouQhfares 2185-2 ACCESSIBLE ROUTES, RAMPS AND CROSSWALKS Collector Streets and Thoroughfares 2185-3 ACCESSIBLE ROUTES. RAMPS AND CROSSWALKS Residential Streets wlo R.O.W. Corner Clip 2185-4 ACCESSIBLE ROUTES, RAMPS AND CROSSWALKS Residential Streets wlo R.O.W. Corner Clip & 2185-5 ACCESSIBLE ROUTES, RAMPS AND CROSSWALKS Residential Streets wi R.O.W. Corner Clip & 2185-6 ACCESSIBLE ROUTES, RAMPS AND CROSSWALKS Residential Streets wi R.O.W. Corner Clip COMMERCIAL DRIVEWAY DECORATIVE PAVING Stamoed Concrete Concrete Paver Installation NOTES PAVEMENT SYSTEMS Continued... 2195 2200 2210 2220 2230 2240 2250 2260 2270 2280 2290 2300 2310 Division 2000 2090 2100 2110 2120 2130 2140 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 1000 1010 1020 1030 1040 1050 1060 1070 1080 1090 1100 1110 1120 30 60 Division 2000 35 40 50 11 11 11 11 11 Division o T c E H T / 2320 2330 2340 2190 REINFORCED CONCRETE PAVEMENT Six-Lane Divided Thoroughfare REINFORCED CONCRETE PAVEMENT Four-Lane Divided Thoroughfare REINFORCED CONCRETE PAVEMENT Dedicated Left Turn Lane REINFORCED CONCRETE PAVEMENT 2- & 4-Lane Undivided Thoroughfare REINFORCED CONCRETE PAVEMENT 28' B-B Residential Street REINFORCED CONCRETE PAVEMENT ~ REINFORCED CONCRETE PAVEMENT Pavement Joints REINFORCED CONCRETE PAVEMENT Transverse Joint Spacing REINFORCED CONCRETE PAVEMENT Street Headers REINFORCED CONCRETE PAVEMENT Bridoe A roach Slab JUL. '06 SWL NEW STANDARD CONSTRUCllON DETAIL 2010 2020 2080 2025 2030 2035 2040 2050 2060 2070 ~ TABLE OF CONTENTS GENERAL UNDERGROUND CONDUIT Division 3000 AIR RELEASE VALVE Type "1" AIR RELEASE VALVE Type "2: 4100-2 AIR RELEASE VALVE Type "2" BLOW-OFF VALVE T "1" ype FIRE HYDRANT Installation METER SETTING 3/4" Meter - Domestic METER SETTING 3/4" Meter - Irrigation METER SETTING ]" Meter - Domestic METER SETTING ]" Meter - Irrigation METER SETTING 1-1/2" or 2" Meter - Domestic METER SETTING 1-1/2" or 2" Meter - Irri9ation DETECTOR CHECK VALVE INSTALLATION 3" to 6" Service DETECTOR CHECK VALVE INSTALLATION 8" to 12" Service FIRE DEPARTMENT CONNECTION (F.D.C.) Located Outside Paving FIRE DEPARTMENT CONNECTION (F.D.C.) Located [nside Paving BUILDING FIRE SPRINKLER SYSTEM Connection to Private Water Main DETECTOR CHECK VAULT / Pre-Cast Construction DETECTOR CHECK VAULT Cast-in-Place Construction WATER MAIN ADJUSTMENT at Storm Drain Crossing WA TER MAIN ADJUSTMENT at Sanitary Sewer Crossing VALVE LOCATION AND IDENTIFICATION Curb Lettering and Color CQdin WA TER DISTRIBUTION Testing ~Quirements Division 4000 WATER DISTRIBUTION Continued... 4100- 4090 4120 4130 4135 4140 4145 o 411 EMBEDMENT Class "A" and EMBEDMENT Storm Drain EMBEDMENT Water Main NOT USED EMBEDMENT Sanitary Sewer EMBEDMENT Class "G" and "G-1: PAVEMENT CUTS Removal and Replacement NOT USED ENCASEMENT Roadway Crossing Bore GENERAL UNDERGROUND CONDUIT Irrigation Sleeving and Electrical Conduit GENERAL UNDERGROUND CONDUIT General N~tes and Te_stin " A- 3010 3020 3030 3040 3050 3060 3070 3080 3090 3095 3100 4150 4155 Division 4000 WATER DISTRIBUTION -i THE CITV OF COrrELL ~~::;,o~.~..~.~". *. "t!-...~%f~~~~ r ;-~~~~~~~ ~ 4160 4200 4210 4220 4230 4165 4170 4175 4180 4190 4195 er er Lar er er and Lar and Lar Lar and HORIZONTAL THRUST BLOCK At Pipe Bend 4010-2 HORIZONTAL THRUST BLOCK At Pipe Bend 4020 HORIZONTAL THRUST BLOCK At Tees and Plugs 4030 VERTICAL THRUST BLOCK At Pipe Bend 4040 THRUST BLOCK General Notes 4050 GATE VALVE 4" TO 12" Installation 4060-1 VAULT CONSTRUCTION Horizontal Gate Valve 16 4060-2 VAULT CONSTRUCTION Horizontal Gate Valve 16 4070-1 VAULT CONSTRUCTION Vertical Gate Valve 16" 4070-2 VAULT CONSTRUCTION Vertical Gate Valve 16" NOT USED and 4010- 4080 TABLE OF CONTENTS - Cover uantities 2 0', 15' or 20' 2 10'. 15' or 20' Throat and Manhole Cover General Notes -- THE.CITV.OF COrrELL Jf~~'o "\~ ~.~f:r~ ?' -' ...- - 13 e "~q -\" <\ 6 " \" Square 15' or 20' 0 .5'- or 20' Open in~ FrQm~and Steel STORM DRAIN STORM DRAIN Manhole 4', 5' or 6 6020-1 STORM DRAIN Curb Inlet: 5'. 10', 6020- 2 STORM DRAIN Curb Inlet: 5'. 10'. 6020-3 STORM DRAIN Curb Inlet: Rebar. Manhole 6020-4 STORM DRAIN Curb Inlet: Bill of Reinforcin 6020-5 STORM DRAIN Curb Inlet: Summar 6030-1 STORM DRAIN Recessed Curb Inlet: 6030- 2 STORM DRAIN Recessed Curb Inlet: 6030-3 STORM DRAIN Recessed Curb Inlet: 6030-4 STORM DRAIN Recessed Curb Inlet: STORM DRAIN Drop Inlet STORM DRAIN Grate Inlet STORM DRAIN Full Channel Linin~ STORM DRAIN Vertical Headwall STORM DRAIN Slopin~ Headwall STORM DRAIN General Notes and / Testin Division 6000 6040 6050 6060 6070 6080 6090 6010 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 ~ SANITARY SEWER Manhole: Outside Drop Connection SANITARY SEWER Manhole: Inside Drop Connection SANITARY SEWER Manhole: Line Intersection SANITARY SEWER Manhole: False Bottom SANITARY SEWER Wastewater Access Device (W.A.D.) 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 Pavio. SANITARY SEWER Aerial CrossinQ MANHOLE AND CLEANOUT LOCATION AND DENTlFICA TION Curb Lettering and Color Codin SANITARY SEWER General Notes and Testin Division 5000 '06 5020 5030 5040 5050 5060 5070 5080 5090 5010 5100 & 51 05 5120 5130 5140 5150 5160 5170 5180 o JUL. 511 SWL NEW STANDARD CONSlRUCllON DETAIL. & FLOW BALE BINDINGS ARE - NOT TO BE BURIED ----111 f1l=- == == ~ II [] I [] 11111--111:--111 -III--~: 4" VERTICAL --, I '-:-_111 III_-=III---III----=III:=~' 1 1-- FACE EMBEDDING DETAIL N.T.S. TWO WOOD STAKES PER BALE (STAKES 6" MIN. IN GROUND) - ANGLE FIRST WOOD STAKE TOWARD PREVIOUSLY LAI D BALE j1L . . WIRE OR NYLON BOUND BALES PLACED ON THE CONTOUR ANCHORING DETAIL - N.T.S. NOTES: STRAW BALE DIKE IS NOT A PREFERRED METHOD OF SEDIMENT CONTROL, AND IS TO USED ONLY WHEN EVALUATED AND APPROVED ON A CASE BY CASE BASIS. EACH BALE SHALL OF FOUR INCHES. THE SOIL A MINIMUM 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 PREVIOUSL Y LAID BALE TO FORCE THE BALES TOGETHER. BE EMBEDDED IN 2. 3. NSPECTION SHALL BE MADE EVERY TWO WEEKS AND AFTER EACH 1/2" RAINFALL EVENT. REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED BY THE CONTRACTOR. 4. WHEN SILT REACHES A DEPTH OF 6 INCHES, IT SHALL BE REMOVED AND DISPOSED OF IN AN APPROVED MANNER. AFTER THE DISTURBED AREAS OF THE SITE ARE COMPLETELY STABILIZED, THE BALES SHALL BE REMOVED AND DISPOSED OF AT AN APPROVED SPOIL DISPOSAL SITE. 5. 6. STRAW BALE DIKE SHALL CONFORM TO T.P.D.E.S. AND T.C.E.Q. REQUIREMENTS. North c.tral Till" Counc. of Gowmmentl lfItIi.-\ milt; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ~i DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. 7. STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE EROSION AND SEDIMENTATION CONTROL STRAW BALE DIKE STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY, TEXAS 1010 'THE.CITY.OF COPPELL 'I-~~-~ *. ij~Jf r. --.- ..~o ~ .r " 6 <iI- \ I'> q DAlE BY LOCAL EXCEPTION NO. r ... I I II- u ~ J il ~ ~ . ~ ! .g ! ell ~ ~ -; WITH SAFETY CAP l' FENCE POST 6' SPACING EMBEDMENT = STEEL MAX. MIN / SILT FENCE (MIN. HEIGHT 24" ABOVE EXIST. GROUND) NOTES: 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. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE OR MECHANICAL TRENCHER, SO THAT THE DOWNSLOPE FACE OF THE TRENCH IS FLAT AND PERPENDICULAR TO THE LINE OF FLOW. WHERE FENCE CANNOT BE TRENCHED IN (e.g. PAVEMENT), WEIGHT FABRIC FLAP WITH ROCK ON UPHILL SIDE TO PREVENT FLOW FROM SEEPING UNDER FENCE. 2. WIRE MESH BACKING SUPPORT 4x4- W1. 4xW1. 4 MINIMUM ALLOWABLE, TYP. CHAIN LINK FENCE FABRIC IS ACCEPTABLE COMP ACTED EARTH OR ROCK BACKFILL THE TRENCH MUST BE A MINIMUM OF 6 INCHES DEEP AND 6 INCHES WIDE TO ALLOW FOR THE SILT FENCE FABRIC TO BE LAID IN THE GROUND AND BACKFILLED WITH COMPACTED MA TERIAL. .3. SIL T FENCE SHOULD BE SECUREL Y FASTENED TO EACH STEEL SUPPORT POST OR TO WOVEN WIRE, WHICH IN TURN IS ATTACHED TO THE STEEL FENCE POST. THERE SHALL BE A .3 FOOT OVERLAP, SECURELY FASTENED WHERE ENDS OF FABRIC MEET. 4. MIN CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND AFTER EACH 1/2" RAINFALL. REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. 5. SILT FENCE SHALL BE REMOVED WHEN THE SITE IS COMPLETELY STABILIZED SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. 6. FABRIC TOE-IN TRENCH ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF HALF THE HEIGHT OF THE FENCE. THE SILT SHALL BE DISPOSED OF AT AN APPROVED SITE AND IN SUCH A MANNER AS TO NOT CONTRIBUTE TO ADDITIONAL SIL TA TlON 7. SOMETRIC PLAN VIEW N.T.S. SILT FENCING SHALL CONFORM TO T.P.D.E.S. AND T.C.E.Q. REQUIREMENTS. B. North Centra Ta.. Councl of GoIIftmm..ta ~-\ MQIE; STANDARDS ARE ADOPTED FROl.1 THE NCTOG STANDARD ~) DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPllONS. STD. SPEC. REFERENCE 201.5 STANDARD CONSTRUCTION DETAILS EROSION AND SEDIMENTATION CONTROL SILT FENCE THE.CITY.OF COrrEll -I'v...~~. ** ldl~!>.If ~ ;-~~~() e .t A. Ii : \ f> q STANDARD DETAIL 020 1 DALLAS COUNTY, TEXAS CITY OF COPPELL DATE BY LOCAL EXCEPTION NO. r .j 'i i u .~ ~ ... o ~ f ~ . ~ i i o I tlI ~ ~ --1 CROSS SECTION FLOW PLAN VIEW N.T.S. - CHANNEL WIDTH (PER PLANS) 3: 1 SLOPE OR FLATTER - DESIGN WATER SURFACE ELEVATION CROSS SECTION - N.T.S. - STANDARD CONSTRUCTION DETAILS STD. SPEC. THE-CITY.OF REFERENCE corrELL EROSION AND SEDIMENTATION CONTROL 201.6 ~~ STANDARD DETAIL '1-., ..' *'--. . . ... INTERCEPTOR SWALE " ,~- -"' - \) ~ -,' q 1030 Jt ~ 6 ' & CITY OF COPPELL DALLAS COUNTY, TEXAS 3/4" MIN. STONE STABILIZATION MIN. 3" THICKNESS OR EROSION CONTROL MAT IS REQUIRED WHEN VELOCITIES EXCEED 6 FPS OR SLOPE EXCEEDS 2.0% DATE BY NOTES: 1. ALL TREES, BRUSH, STUMPS, OBSTRUCTIONS AND OTHER MA TERIAL 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 PROJECTIONS OR OTHER IRREGULARITIES WHICH WILL IMPEDE NORMAL FLOW. 3. ALL EARTH REMOVED AND NOT NEEDED IN CONSTRUCTION SHALL BE DISPOSED OF IN AN APPROVED SPOILS SITE SO THAT IT WILL NOT INTERFERE WITH THE FUNCTIONING OF THE SWALE. 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 ADJUSTED TO MEET FIELD CONDITIONS IN ORDER TO UTILIZE THE MOST SUITABLE OUTLET. 6. STABILIZATION IS REQUIRED WHEN VELOCITIES EXCEED 6 FEET PER SECOND OR WHEN GRADES EXCEED 2.0%. STABILIZATION SHALL BE 3/4" MIN. CRUSHED STONE PLACED IN A LAYER OF AT LEAST 3 INCHES THICKNESS OR HIGH VELOCITY EROSION CONTROL MAT INVEGETATION MAY BE USED FOR VELOCITIES LESS THAN 6 FEET PER SECOND. 7. MINIMUM COMPACTION FOR THE SWALE SHALL BE 90 PERCENT STANDARD PROCTOR DENSITY. 8. SWALE SHALL CONFORM TO T.P.D.E.S. AND T.C.E.Q. REQUIREMENTS. r .... ~ 'i a. 8- u ~ 1 le .... 0 ~ .; ~ North Central T_lJI Countl of Gowtmmentl . C[ t tiQ][; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD 1 r DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPllONS. i - 0 - .... ! - - ell ~ - ~ - NO. LOCAL EXCEPTION -; t RUNOFF FLOW t POSITIVE DRAINAGE .... 1 J [ J y y- PLAN VIEW N.T.S. DIKE TO BE PLACED 24" MIN. IN a" LIFTS, COMPACTED 11 TO 95% STD. PROCTOR DENSITY FLOW ---- r--- 7' STABILIZATION, IF REQUIRED SHALL BE 3" THICK LAYER OF CRUSHED STONE OR HIGH VELOCITY EROSION CONTROL MATTING CROSS SECTION - N.T.S. 8' ..~",=III=III"T -I 1 i-~J 11==111=111=-==11 ' -=111=::=11 C:::II 1::=111- .'11-111-1' EXISTING GROUND CROSS-SECTION 3: 1 SLOPE OR FLA TIER NOTES: 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 DRAINAGE TO A CONTROLLED OUTLET. 3. DIVERTED RUNOFF FROM A PROTECTED OR STABILIZED 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 MEASURES. 5. STABILIZATION IS REQUIRED WHEN VELOCITIES EXCEED 6 FEET PER SECOND OR WHEN GRADES EXCEED 2.0%. STABILIZATION SHALL BE CRUSHED STONE PLACED IN A LA YER OF AT LEAST 3 INCHES THICKNESS OR HIGH VELOCITY EROSION CONTROL MA TIING. VEGETATION MAY BE USED FOR VELOCITIES LESS THAN 6 FEET PER 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.D.E.S. AND T.C.E.Q. REQUIREMENTS. North Central T.OI Cound of Gowmmtnbl 0) ~ STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE EROSION AND SEDIMENTATION CONTROL 201.7 DIVERSION DIKE STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY, TEXAS 1040 THE-CITY'OF corrELL .,..~~* ~~o\' r ~~~~~ .r" 6 . ,eo DATE BY LOCAL EXCEPTION NO. r ,i 'i i u j ~ " ~ 9 = ~ i i D j VI ~ ~ -1 TRENCHED IN 4-" FLOW ... 8" 2 8" 6 FLOW ... NOTE S m~Tr~m~lll~m~l. . m~JrJMrJ1JT~~ 1==111==111=111:==111==111== l~fflillfIT~M:lf~11 Ml :llllfll 1::=11 1==111==11 1==1 DIKES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT DIKE. THE FABRIC COVER AND SKIRT SHALL BE A CONTINUOUS EXTENSION OF THE FABRIC ON THE UPSTREAM FACE, AND FABRIC SHALL BE OVERLAPPED A MINIMUM OF 12". 2. 6" THE SKIRT SHALL BE WEIGHTED WITH A CONTINUOUS LAYER 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. 3. B' DIKES AND SKIRT SHALL BE SECURELY ANCHORED IN PLACE USING 6-INCH WIRE STAPLES ON 2-FOOT CENTERS ON BOTH EDGES AND SKIRTS. 4. CROSS SECTION OF INSTALLATION OPTIONS N.T.S. TOE-IN 6" MIN 6"x1"x6" ANCHORS EVERY TWO FEET (WHEN INSTALLED USING OPEN GRADED ROCK ONLY) 5" OPEN GRADED ROCK - GEOTEXTILE FIL TER MATERIAL SHALL BE LAPPED OVER ENDS 6" TO COVER DIKE TO DIKE JOINTS. JOINTS SHALL BE FASTENED WITH GALVANIZED SHOAT RINGS. 5. WEIGHTED W / 3" TRENCHED IN 4" 2. 3. X 6" 6"x6" WELDED WIRE MESH STRUCTURE WIRE MESH CONTRACTOR SHALL INSPECT FILTER DIKE EVERY TWO WEEKS AND AFTER EACH 1/2" RAINFALL. REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. ACCUMULA TED SILT SHALL BE REMOVED WHEN IT REACHES APPROXIMA TEL Y ONE -HALF THE HEIGHT OF THE DIKE, AND DISPOSED OF IN A MANNER WHICH WILL NOT CAUSE ADDITIONAL SILTATION. THE DIKE STRUCTURE SHALL BE 6 GA. 6 1 B" ON A SIDE. 6. 7. B. 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 INDICA TED IN NO. 8 ABOVE. 9. CONFORM TO T.P.D.E.S. AND T.C.E.Q. o. FILTER DIKE SHALL REQUIREMENTS. SOMETRIC PLAN VIEW N.T.S. North c..traI T... Councl or Gowmm.,ta iJIItfi..-\ MQ][; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ~! DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE EROSION AND SEDIMENTATION CONTROL 201.8 TRIANGULAR SEDIMENT FILTER DIKE STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY, TEXAS 1050 TH..CITY.OF corrELL ...~~~ * ~Jifijft~Jf /' ;~~fiJF;o "'... 0 \ I!I DAlE BY LOCAL EXCEPTION NO. r i 'i i u ~ 1 !E ... ~ 9 = t 1 i a J ell ~ ~ -; I J4" "'N~ I WOVEN WIRE SHEA THING 3 TO 4 INCHES -JT( ,II f=TTT nt 111--111 III=-_III--II~ . '-I I I-I 11--1 1 1---1 , , CROSS SECTION N.T.S. WOVEN WIRE SHEA THING SOMETRIC PLAN VIEW N.T.S. STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE EROSION AND SEDIMENTATION CONTROL 201.9 ROCK BERM STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY, TEXAS 1060 FLOW DAlE BY N.Qlli: 1. USE ONLY OPEN GRADED ROCK 4-8 INCHES IN DIAMETER FOR STREAM FLOW CONDITION. USE OPEN GRADED ROCK 3-5 INCHES IN DIAMETER FOR OTHER CONDITIONS. 2. THE ROCK BERM SHALL BE SECURED WITH A WOVEN 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 3 TO 4 INCHES DEEP. 3. 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. 4. WHEN SILT REACHES A DEPTH EQUAL TO ONE-THIRD OF THE HEIGHT OF THE BERM OR ONE FOOT, WHICHEVER IS LESS, THE SILT SHALL BE REMOVED AND DISPOSED OF PROPERL Y. 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. r i 'i a. B- u ~ 1 !E 1 i 9 North Central T.c. Councl of GowmmlftU . . 0: ~ tiQJr; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ! r' DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. i - a - ... Ii - ,; - III ~ - ~ - NO. LOCAL EXCEPTION -; LENGTH AS SHOWN ON PLANS GRADE TO PREVENT RUNOFF FABRIC FROM LEAVING SITE \ 'EXISTING GRADE ~ PAVED PROFILE VIEW NoT.S, RADII = 5' LENGTH AS SHOWN ON PLANS I I I TRANSITION TO PAVED SURFACE- I DRAINAGE MUST FLOW RoOoW. AWAY FROM ENTRANCE ~ PLAN VIEW NoT.S. - - - - STANDARD CONSTRUCTION DETAILS STD. SPEC. THE-CITY.OF REFERENCE - corrEll EROSION AND SEDIMENTATION CONTROL 201., 203. - - .~~~Jf STABILIZED CONSTRUCTION ENTRANCE STANDARD DETAIL ,.. ~~- - ---~' q () - .r A 6 \ " 1070 BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS NOTES: 1. STONE SHALL BE 3 TO 5 INCH DIAMETER CRUSHED ROCK OR ACCEPTABLE CRUSHED PORTLAND CEMENT CONCRETE. 2. LENGTH SHALL BE SHOWN ON PLANS, WITH A MINIMUM LENGTH OF 30 FEET FOR LOTS WHICH ARE LESS THAN 150 FEET FROM EDGE OF PAVEMENT. THE MINIMUM DEPTH IN ALL OTHER CASES SHALL BE 50 FEE~ 3. THE THICKNESS SHALL NOT BE LESS THAN 6 INCHES. 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 SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA 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 SURF ACES. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PAVED SURFACES MUST BE REMOVED IMMEDIATELY. 7. THE ENTRANCE MUST BE PROPERLY GRADED OR INCORPORATE A DRAINAGE SWALE TO PREVENT RUNOFF FROM LEAVING THE CONSTRUCTION SITE. S. CONSTRUCTION ENTRANCE SHALL CONFORM TO T.P.D.E.S. AND T.C.E.Q. REQUIREMENTS. r ... ~ 1 It 0 ~ 1 0= 'ii i ~ North Central r.OI Councl of Gowemmenta . C[ ~ ~ STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD . r DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPllONS. ! - a - ... ! - - ell ~ - :: - NO. LOCAL EXCEPTION --1 FLOW 4" P.V.C . PIPE .. 18" LN. 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 3 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 WI (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. REQUIREMENTS. PROFILE VIEW N.T.S. North C8ntral T... Cound Qf Gowmm.,ta C[' tiQIE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ,....r DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. STANDARD CONSTRUCTION DETAILS STD. SPEC. THE.CITY.OF REFERENCE COPPEll EROSION AND SEDIMENTATION CONTROL 201. ~~~~ SANDBAG BERM STANDARD DETAIL ~ .- .". .- ~ tl ~ . -. q 1080 or A <5 \ t. NO. LOCAL EXCEPTION BY DAlE CITY OF COPPELL DALLAS COUNTY, TEXAS --1 r .. -~ 'i i u ~ 'J 'il ~ ~ . ~ 1 i i ! oil ~ l z ~ 0 f= 0 0 -.J W Ii.. ~ Ii.. 0 0 - 7 / / / / / / / / / / CUTAWAY TO SHOW / / GEOTEXTILE COVERED / / FIL TER STONE CORE / / / '0 ~ II o )0 - ..,- I I II -tf ~ o )0 o )0 I .Do ~ I- 0 Z ~ :::!: 0... n 0 I- PLAN VIEW N.T.S. STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE EROSION AND SEDIMENTATION CONTROL 201. STONE OUTLET SEDIMENT TRAP STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY, TEXAS 1090 A AREA TO BE EXCAVATED, IF NECESSARY. "- FOR STORAGE EARTH EMBANKMENTj7 ] - L J I ~ FIL TER STONE A EMBANKMENT - - - - - - DATE MIN " MIN , MIN EXCAVATION, IF NECESSARY FOR STORAGE. 1800 CF / ACo, MINIMUM ~ FLOW .... BY GEOTEXTILE COVERED FILTER STONE CORE 0): NOTE: STONE OUTLET SEDIMENT TRAP SHALL CONFORM TO T.P.D.E.S. AND T.C.LQ. REQUIREMENTS. North Central r.GI Counct of Gowmmentl 0:' t:l..QIE; STANDARDS ARE ADOPTED FROM lHE NCTOG STANDARD '" DRAWINGS DATED NOV. '96. WllH LOCAL EXCEPllONS. LOCAL EXCEPTION LENGTH (FT. 6 x DRAINAGE AREA (AC. ~~~~i~r; :;{;:~.:j;r::~ j :lt~i: :;r:i;i~~:; ..~ ~~ :;:~;;; '.... .10.,1. . ".. .. .... . :{~::;~.<:~::~;;~/~ ;:~ ~;~;;:~~~:~;~ ;.: PROFILE VIEW N.T.S. r GEOTEXTILE COVERED FIL TER STONE CORE TYPE 'A' RIP RAP SECTION A - A - N.T.S. ~ z NO. r i 'i 8= u ~ ~ " ~ 9 = ~ I i D J ell ~ ~ --1 HIGH FLOW OUTLET EMERGENCY SPILLWA Y ELEVA TION -lIGH WATER " MAX. ESIGN CAPACITY " MAX. ~~~~~~~>"Y~" ~~~~~~~~~~ ~~~~~~~%~ ~ )y , ," <',<. ,'C ,,<,,<<,~ J) ::::: , ANCHOR BLOCK DEWA TERING OUTLET CROSS SECTION ~--~~ N.T.S. - STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE EROSION AND SEDIMENTATION CONTROL SEDIMENT BASIN CITY OF COPPELL DALLAS COUNTY. TEXAS r ... -~ N 'i i u .~ i E ... ~ ~ North Central T.OI Councl of Gowmm..tI j. ~\ ~ STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ! = ~./ DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. o J = rlI ~ - '![ - II: NO. STABILIZATION - RIP RAP, MA TTINGS OR OTHER ACCEPTABLE MATERIAL ENERGY DISSIPATION CONCRETE BLOCKS EARTH BERM EMERGENCY SPILLWAY EXCAVATED AREA FOR STORAGE AS NECESSARY, SHAPE MAY VARY. NOTES: TO THE BE 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 3600 CUBIC FEET PER DISTURBED ACRE OF CONTRIBUTING DRAINAGE AREA. SEDIMENT BASIN SHALL CONFORM TO T.P.D.E.S. AND T.C.LO, REQUIREMENTS. o ACRES. SHALL BASIN CONTRI BUTI NG AREA DRAINAGE MAXIMUM 2 3. -1 DAlE BY DIVERSION DIKE ~\~ 0"'~ '/~ \ \. ~~ \ \/\'\::<' ~ 0\-" c0- Y;S"<<< ~'0'0>'>> v / ' ~~S- ,,*f:1f;~~~$tf!?:~t~~ . / ~ ,~~~_f;r;~~ ~~'~lfg>>I$~\\S~'li:tl~?f-~ '0..'0?~~~0~- "/'0YA%Y?V\\'?<v /\%~~~~ . /\\<<\~Y/' ,,\/\,\\ /' SLOPE TO BE PROTECTED DRAIN PIPE 6 FLARED END SECTION w/INTEGRAL TOE PLATE + 2" THRU PIPE N.TS SECTION MAX DRAIN PIPE RIPRAP APRON PLAN VIEW RIPRAP APRON N.T.S r i 'i t u ~ ~ ... ~ ~ North Clntral 1.01 Camel of Gowmm."ta !. /fIItII.-\ l:tQlE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD i ~j DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPllONS. i o I III ~ l SOMETRIC PLAN N.T.S NOTES: 1 RIPRAP SHALL CONSIST OF 50 TO 150 POUND STONES PLACED IN A LAYER OF NOT LESS THAN 12 INCHES, THE DEPTH OF THE APRON SHALL EQUAL THE PIPE DIAMETER, BUT IN NO CASE SHALL IT BE LESS THAN 12 INCHES IN DEPTH. T.P.D.E.S. T.C.E.Q. AND CONFORM TO PIPE SLOPE DRAIN SHALL REQUIREMENTS. 2. -; THE.CITY.OF' COPPELL .\,;.li....~~ * ~~1f. ~ ;-~~o ~ " "6 :- \ I!I q 2" x 4" WOOD FRAME A ELEVATION OF STAKE AND ~ FABRIC ORIENTATION DETAIL A PERSPECTIVE VIEW WITH SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS - ~A~ APPLICABLE WHERE THE INLET DRAINS A - RELA TlVEL Y FLAT AREA (SLOPE NO GREATER - THAN 5%) WHERE THE INLET SHEET OR OVER- - .. - LAND FLOWS (NOT TO EXCEED 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO . ~ INLETS RECEIVING CONCENTRATED FLOWS, SUCH - .- -GATHER EXCESS AS IN STREETS OR HIGHWAY MEDIANS. AT CORNERS - - - .. - ~ PERSPECTIVE VIEW II. ALTERNATE INSTALLATION FIL TER FABRIC PROTECTION N.T.S. 0 . - STANDARD CONSTRUCTION DETAILS STD. SPEC. THIO.CITY.OF REFERENCE - COPPELL EROSION AND SEDIMENTATION CONTROL 201. - - +~~qJf GRATE INLET FILTER BARRIER STANDARD DETAIL ,. e~- -'. ~ q 0 - "" 05 . \ I!I 1120 DAlE CITY OF COPPELL DALLAS COUNTY. TEXAS COMPACTED EARTH TO PREVENT BYPASS >P INLET ~ .,,, 3" MIN, 9" MIN.] 2" X 2" WOOD STAKE 2" X 2" WOOD STAKE OR STEEL T-POST OR STEEL T - POST SIL T FENCE FABRIC 2" BALE NLET GRATE STRAW BALE STAKED 2 STAKES PER BALE BY FABRIC ANCHORED IN 6" X 6" TRENCH BACK- FILLED WITH COMPACTED EARTH . I. STANDARD INSTALLATION STRAW BALE PROTECTION N.T.S. NOTE: GRA TE INLET FILTER BARRIER SHALL CONFORM TO T.P.D.E.S. AND T.C.E.Q REQUIREMENTS. North Central T... Councl of Gowmmlnu CE' tiQli; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD r DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. - - - - - - NO. LOCAL EXCEPTION r ... ~ 'i D- It u ~ ! 'ii , ~ . ~ 1 ~ J VI ~ ~ --j F9E DDC , NLET OPENING .... ~ . .... . ~.: .. .~.) "t. . .. . WIRE GRAVEL FILTER -----<.:Q CONCRETE BLOCK GRA TE INLET PROTECTION N.T.S. WIRE SCREEN- GRAVEL ~ CONCRETE BLOCK ~ DROP INLET PROTECTION N.T.S. CURB INLET - E BLOCK WIRE SCREEN - FILTER o CURB INLET PROTECTION (SHALL NOT BE USED IN ROADWAY) & N.T.S STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE EROSION AND SEDIMENTATION CONTROL 201. INLET PROTECTION: BLOCK AND GRAVEL STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY. TEXAS 1130 THE.CiTY-OF COPPELL -IL~~~ * ti~>f ~;~~~a t .t~/": \"" q JUL '06 DAlE SWL BY f I I t NOTE: u ~ I INLET PROTECTION SHALL CONFORM TO T.P.D.E.S. AND T.C.E.Q. 11 REQUIREMENTS. ~ Nor1II Central T.... Countl 01 ao..m....ta . cr' ~ WilE; STANDARDS ARE ADOPTED FRO~ THE NCTOG STANDARD . DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. ! ~ - 0 - v ~ - " - ell ~ ~ ADD "(SHALL NOT BE USED IN ROADWAY)" l NO. LOCAL EXCEPTION ; OPENING .. STD. SPEC. REFERENCE 201. STANDARD DETAIL 1135 STANDARD CONSTRUCTION DETAILS EROSION AND SEDIMENTATION CONTROL INLET PROTECTION WATTLE FILTER DALLAS COUNTY. TEXAS CITY OF COPPELL THE-CiTY.OF COPPELL ..~~.q ." *. ~'.'..".~.. r ' .' '. 0 ~ ~" q .t ^ 6 \ l!I WA TTLE FIL TE CONCRETE BLOC GRA TE INLET PROTECTION N.T.S. WA TTLE FIL TER~ CONCRETE BLOCK ~ DROP INLET PROTECTION N.T.S. ~ CURB INLET- (STRAIGHT OR RECESSED) WA TTLE FILTER--.... CURB INLET PROTECTION - - N.T.S - - - - - - - - - - - - BY DAlE ~ NOTE: WA TTLE FILTER INLET PROTECTION SHALL CONFORM TO T.P.D.E.S. AND T.C.E.Q. REQUIREMENTS. North CMtraI T..~ Count. or GovImftWlU /fI1ii..~\ IiQIE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ~! DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPllONS. LOCAL EXCEPTION NO. r .j I It u j ~ ... o ~ ~ : t ! D ... ! ell ~ l -; MESH - STANDARD CONSTRUCTION DETAILS STD. SPEC. REFeRENCE EROSION AND SEDIMENTATION CONTROL 201. INLET PROTECTION: WIRE MESH AND GRAVEL I STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY, TEXAS 1140 GRAVEL (12" MIN. DEPTH) 8 MIN RUNOFF WATER - - WITH SEDIMENT I - SEDIMENT FIL TERED WATER CROSS SECTION N.T.S. SPECIFIC APPLICATION r i THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY I CONCENTRA TlON FLOWS ARE EXPECTED, BUT NOT WHERE PONDING 8- AROUND THE STRUCTURE MIGHT CAUSE HAZARDOUS AND UNPROTECTED u AREAS OF STANDING WATER ~ NOTE: ! v INLET PROTECTION SHALL CONFORM TO T.P.D.E.S. AND T.C.E.Q. REQUIREMENTS. 0 ~ ~ North Ctntral 1..01 Camel of Gowmmenta . . Cf' ~ t1QIt; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD . ; DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. ! - - - lJ - - - "V J - - - - - - ell ~ - - - ~ - - - NO. LOCAL EXCEPTION BY DATE 1 - ......... ......... ......... ......... ......... ......... ......... ......... ...... FILTER GRAVEL FOR COVERING WEEP HOLES A SIDESLOPE 2: OR INLET GRATE \ ......... LQW ...... - ......... ......... ......... A SOMETRIC PLAN VIEW - N.T.S. FIL TER GRAVEL FOR WEEP HOLE PROTECTION - Y AX SLOPE \(~Y<:\"^:\'/ "'" 2:' M . /%~~~, ~ \~'%~~'l . '%c%~'0~~~'0,~~ ,i ~~w.~~_ --XY>;"'~0~'S;:;%~~~~ "\ /"(\:/\'(-<:'(-'\\(-<\~0 /' \ \/\'v:>S> ," DIA. WEEP HOLES, TO BE FILLED WITH GROUT PRIOR TO BACKFILLING OF STORAGE AREA. A-A SECTION - N.T.S. NOTE: EXCAVATED IMPOUNDMENT SHALL CONFORM TO T.P.D.E.S. AND T.C.E.Q. REQUIREMENTS. North c..traI 181m Coune. of Government. 0) t:lQIE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. STD. SPEC. REFERENCE 201. STANDARD DETAIL 1150 STANDARD CONSTRUCTION DETAILS EROSION AND SEDIMENTATION CONTROL NlET PROTECTION: EXCAVATED IMPOUNDMENT CITY OF COPPELL DALLAS COUNTY. TEXAS THE-CITY.OF ~-~ - COPPElL 'l'-~~~*e~-I' ;~~~Il or 1\ 6 . \ t. DAlE BY LOCAL EXCEPTION NO. r i I t u ~ ! 'U ~ ~ = ~ ! .. " Ii .; ell ~ l -; ANCHOR SLOT DETAIL. BURY THE UP-CHANNEL END OF THE MATTING IN A 6" DEEP TRENCH EROSION CONTROL MATTING PROTECTING EXPOSED SURFACE OR SLOPE ~................ . ..................... . . ............................ ........ ....... ....... ....... - . . . . . . . . . . . . . . .. ..... .................... . . . . . . . . . . . . . . - . . . . . . .................. . ................. . ............. . ........... . .......... . ........... . :/ ........ //~' >\\\' /\;/ ~,<\ , - STANDARD CONSTRUCTION DETAILS ~PkltJ& EROSION AND SEDIMENTATION CONTROL 201. EROSION CONTROL MATTING STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY. TEXAS 1160 THE.CITY.OF COPPELL 'I-~~~*~'I- ;~~~a k '" 6 \ \I, DATE BY EROSION CONTROL MATTING GENERAL NOTES: 1. STRIPS OF MATTING SHALL BE INSTALLED PARALLEL TO THE DIRECTION OF FLOW OVER THE SURFACE WHICH IS TO BE PROTECTED. 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 MA TTlNG. 3. EDGES OF ADJACENT STRIPS OF MATTING SHALL BE OVERLAPPED A MINIMUM OF 4 INCHES AND SHALL BE STAPLED EVERY 3 FEET ALONG THE OVERLAP. 4. WHEN JOINING 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 THE STRIP BEING FOLDED UNDER AT LEAST 12 INCHES. STAPLES SHALL BE INSTALLED AT 12 INCH INTERVALS ALONG THE WIDTH OF THE STRIP NOT MORE THAN 6 INCHES FROM THE TRENCH. 5. IN SITUATIONS WHERE ERODIBLE SOILS, STEEP SLOPES OR HIGH VELOCITY FLOWS ARE ENCOUNTERED, A FOLD OF THE MA TTlNG SHALL BE INSERTED INTO A 6 INCH TRENCH AND TAMPED FIRMLY. STAPLES SHALL BE INSTALLED AT 12 INCH INTERVALS ALONG THE TRENCH. 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 ONE STAPLE FOR EACH FOUR (4) SQUARE FEET OF MATTING TO ASSURE PROPER BONDING BETWEEN THE SOIL AND THE MAT MATERIAL. 7. EROSION CONTROL MATTING SHALL CONFORM TO T.P.D.E.S. AND T.C.E.Q. REQUIREMENTS. North Central T.OI COIlnel of Gowmmlntl Q~' tiQlE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD , DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPllONS. ~ LOCAL EXCEPTION NO. r i I 8- u ~ J 'il ~ ! . I v Ii ;. ell ~ ~ --1 VARIES OR AS SPECIFIED BY CITY 47 SUBGRADE, TYP SEE NOTE 3 2.5' T= 8' 2.0' 2.5' LEFT TURN SECTION N.T.S. R.o.W. 0' 6' MIN 2.5' 37 2.0' 2.5' NO. 3 BARS ON 18" CTRS. BOTH WAYS. VARIES TYP l' FILL SECTIONS ONLY. AL TERNA TE REVERSE SLOPE ACCEPTABLE. NOT TO EXCEED 4: 1 2.5' OR AS SPECIFIED BY CITY 2.0' T= S" 37 REGULAR SECTION N.T.S. 37 2.0' SUBGRADE, TYP SEE NOTE 3 2.5' VARIES TYP l' 00 00 00 KEY WAY CONSTRUCTION JOINT. SEE STANDARD CONSTRUCTION DETAIL 2050. r- ~ z 0- LOO c-o.i' "'-0 r- WHITE REFLECTIVE SURFACE FACING TOWARD TRAFFIC SINGLE REFLECTIVE BUTTON ~ . 0 g~ "'0 1")< o 0:: r- z 00 c-o.i, "'-0 r- o (]) NON REFLECTIVE BUTTON JOINT INNER PAIR, TYP ALL GROUPS (]) 0 @ SAWED LONGITUDINAL CONTRACTiON JOINT. KEY WAY CONSTRUCTiON JOINT ONLY WITH CITY APPROVAL. SEE STANDARD CONSTRUCTION DETAIL 2050. CD FLOW OF WHITE REFLECTIVE SURFACE FACING TOWARD TRAFFIC. DOUBLE REFLECTIVE BUTTON RED REFLECTIVE SURFACE FACING AWAY FROM TRAFFIC. DOUBLE REFLECTIVE BUTTON (]) 0 0 (]) .1 o Q (]) 0 0 (]) I. CHANNELIZING BUTTONS WITH RED REFLECTOR FIRST 4 GROUPS FROM INTERSECTION NOTES: 1. MIN. PAVEMENT DEPTH AND STRENGTH SHALL BE e" - CLASS "C, OR AS SPECIFIED BY CITY. NTERSECTlQN (]) 0 0 (]) (]) 0 0 (]) (]) 0 0 (]) (]) 0 0 (JI (]) 0 0 (]) (]) 0 0 (JI 1- :r: r- .0 ~~ ~ z . < lD_ ~o W ~ JOINT ---:==---- ------ ....-:::::::::==--- MEDIAN NOSE, SEE STANDARD -;::::::.::::: ::::: - CONSTRUCTION DETAIL 2130 _ _:::::::::: ~ ---::=====---- ________======-- DEDICATED LEFT TURN LANE, IF APPLICABLE. - - - - - - - - SEE STANDARD CONSTRUCTION DETAIL 2025 FLOW OF TRAFFIC r- z o , z o Vi z < 0... X W NOT :ANSVERSE TO TRAFFIC FINISH UNLESS OTHERWISE 2. CURB HEIGHT AND WIDTH SHALL BE 6", OR AS SPECIFIED BY CITY. SEE STANDARD CONSTRUCTiON DETAIL 2120. SUBGRADE (MIN. REQUIREMENTS-UNLESS OTHERWISE APPROVED BY CITY ENGINEER). SUBGRADE UNDER ALL PAVEMENT SHALL BE INITIALLY MIXED e" THICK AND RE-MIXED 6" THICK AND SHALL BE STABILIZED WITH 6% MIN. BY WEIGHT OF HYDRATED LIME (GENERALLY HO LBS.jS.Y.) AND COMPACTED TO A DENSITY LESS THAN 95% STANDARD PROCTOR DENSITY. AL TERN A TiVE SUB GRADES, SUPPORTED BY LABORATORY TESTS, MAY BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. PAVEMENT SURFACE FINISH SHALL BE TR LANES AND SHALL BE BAKER BROOM SPECIFIED BY CITY. ALL DIMENSIONS TO BACK OF CURB A~ OTHERWISE SHOWN. CHANNELIZING BUTTONS SHALL 3. 4. FEET UNLESS IN 5. 6. FLOW OF TRAFFIC lo 0 TRAFFIC l' JOINT. OFF PAVEMENT INSTALLED BE lo 0 0 lo lOOOQ) o Q) PLAN N.T.S. Q) 0 Q)O Olo o Q) o lo FLOW OF Q) 0 North Central T.~ Councl Df Got4wnmentl !#f!ItIi_.\ hI.QlE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ~; DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPllONS. STD. SPEC. REFERENCE 301.,303. STANDARD DETAIL 2010 STANDARD CONSTRUCTION DETAILS REINFORCED CONCRETE PAVEMENT SIX-LANE DIVIDED THOROUGHFARE DALLAS COUNTY, TEXAS CITY OF COPPELL THE.CITY.OF COPPELL ...~~ *~... I' l'~ ~ fl q 0 DATE BY LOCAL EXCEPTION NO. r i I It u ~ ~ ... o ~ ~ : ~ ! o ... Ii ; III ~ ~ -, VARIES OR AS SPECIFIED BY CITY 25' 2.5' T= 8" 35' 2.5' LEFT TURN SECTION N.T.S. 0' R.O.W. 6' MIN 2.5' 2.5' 6' NO. 3 BARS ON 18' CTRS. BOTH WAYS. VARIES TYP " FILL SECTIONS ONLY. AL TERNA TE REVERSE SLOPE ACCEPTABLE. NOT TO EXCEED 4: 1 2.5' OR AS SPECIFIED BY CITY 25' T= 8' REGULAR SECTION N.T.S. 25' SUBGRADE, TYP SEE NOTE 3 2.5' 6" VARIES TYP l' l- . z 0- 100 . -, N ~o I- KEY WAY CONSTRUCTION JOINT. SEE STANDARD CONSTRUCTION DETAIL 2050. (?) SAWED LONGITUDINAL CONTRACTION JOINT. KEY WAY CONSTRUCTION JOINT ONLY WITH CITY APPROVAL. SEE STANDARD CONSTRUCTION DETAIL 2050. CD 00 00 00 WHITE REFLECTIVE SURF ACE FACING TOWARD TRAFFIC SINGLE REFLECTIVE BUTTON ()) 0 0 ()) NON REFLECTIVE BUTTON INNER PAIR, TYP ALL GROUPS FLOW OF TRAFFIC WHITE REFLECTIVE SURFACE F ACING TOWARD TRAFFIC. DOUBLE REFLECTIVE BUTTON o 0 0 0 .1 o 0 0 0 0 0 I. CHANNELIZING BUTTONS WITH RED REFLECTOR FIRST 4 GROUPS FROM INTERSECTION RED REFLECTIVE SURFACE FACING AWAY FROM TRAFFIC. DOUBLE REFLECTIVE BUTTON JOINT ~ .Cl ~~ ~ z - <( lD_ ~Cl W ~ FLOW OF TRAFFIC MEDIAN NOSE, SEE STANDARD =:::::::::: CONSTRUCTION DETAIL 2130 _ _ ::::: ::::: ~ --- -- -- ::::: == -- _ _ _ _ _ _ - = = = == = == - - DEDICA TED LEFT TURN LANE, IF APPLICABLE. - - - - - - - SEE STANDARD CONSTRUCTION DETAIL 2025 ---------- ------------- I- Z 6 -, z o if) z <( 0.. X W NOTES: 1. MIN. PAVEMENT DEPTH AND STRENGTH SHALL BE B" - CLASS "C", OR AS SPECIFIED BY CITY. NTERSECTlON 2. CURB HEIGHT AND WIDTH SHALL BE 6", OR AS SPECIFIED BY CITY. SEE STANDARD CONSTRUCTION DETAIL 2120. NOT RWISE NDER THICK 3. 4. 1 ' FLOW OF TRAFFIC 5. 6. q) 0 0 q) q) 0 0 q) o q) PLAN N.T.S. q) 0 q) 0 0 q) q) 0 0 q) q) 0 0 iD TRAFFIC FLOW OF JOINT. North CentTal 1.01 Cound of GcwtmmMta /fIJtIfi.-\ tiQIE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ~; DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPTIONS. STD. SPEC. REFERENCE 301., 303. STANDARD DETAIL 2020 INSTALLED OFF PAVEMENT STANDARD CONSTRUCTION DETAILS REINFORCED CONCRETE PAVEMENT FOUR-LANE DIVIDED THOROUGHFARE DALLAS COUNTY, TEXAS CITY OF COPPELL THE.CITY.OF COPPELL >i-~'.~'.'* ~~... ,. -~.. - _ "~a , , "' 0\ 6 . \ I'> DAlE BY LOCAL EXCEPTION NO. r ... I 'i i u ~ 1 !E ... ~ ~ . ~ j ~ I ." ~ ~ -, . lZ to- ~ f - '< " v 1 ',t'o ~ ,.1 l v" v 1 LX' ^'^",Y..... I-<Y~vY.J. ~,,'" -:-,)') t'-,<,Y ^J'.",Y I . t-.-<y ,J-. Yl o l v" v 1 Lf) l "v-:-vY ~ o I" -:-vY) N ~"v ~ Y W ..J ~ v" v ) .....J- -< ~vYI [D <( 'xv -" y1 <( r- l v" v 1 U W lX -:-vY~ :J 0 I <:~vy) & Z ~x -:-xY) <( 0 ""v -" Y I F k"v;" 'o'y1 ~ u l v;" 'o'y1 ,--,:::J I v " v ~ r- ~ ~vv -:-vy) Z Vl ~vv -"vy) o Z ,/;,. y I -:l 0 k/;" vy1 Z u lvv;" 'o'y~ o a l v" v ~ -0::: Iv -:-vy) Vl <( ~vv -:-vy I ~ a',," -:-'o'y'l a.. Z l " r- y1 X <( l ",," " ~ w tii IX -:-"y~ t",V ~v'y) w ~x" -" y I W" v'" v..'1 Vl l" -:-"y I ~~"y1 .~~~- o:::g~~"'7I-= ej..J .......' ~ " ~ " ..J & " <( \ \ ~ '-' "0 ~ + I r- a ~ a <( o 0::: 6 STAMPED CONCRETE CROSSWALK (IF APPLICABLE) & LOCATE THERMOPLASTiC STOP BAR, AT CONTROLLED- INTERSECTIONS ONLY, AS DIRECTED BY CITY MEDIAN NOSE, SEE STANDARD CONSTRUCTION DETAIL 2130 LOCATE THERMOPLASTIC PAVEMENT MARKINGS, AS DIRECTED BY CITY 60' MIN II) II) o o NI5 .1 ~d O:::J ~[D . Iu..: Ow ~o::: ROUND WHITE ACRYLIC DOUBLE REFLECTIVE TRAFFIC BUTTON. WHITE REFLECTiVE SURFACE FACING TOWARD TRAFFIC. RED REFLECTiVE SURFACE FACING AWAY FROM TRAFFIC. - t-= 0... - . Z I~~& to_ ~~ 0 FLOW OF TRAFFIC ~J& KEY WAY CONSTRUCTION JOINT--.I ,.-.,. SEE STANDARD CONSTRUCTiON DETAIL 20S0. Vl to W 0::: AS DIRECTED BY CITY <( 4" ROUND WHITE ACRYLIC SINGLEJ > '--' 0 0 II) ~ REFLECTiVE TRAFFIC BUTTON. a II: ill ...L REFLECTIVE SURFACE FACING ~ TOWARD TRAFFIC a <( II) 0 0 II) II) 0 0 II) 0 0::: FLOW OF TRAFFIC R3-SL SIGN AS DIRECTED BY CITY 99.S' NOTES: 1. MIN. PAVEMENT DEPTH AND STRENGTH SHALL BE 8" - CLASS "C", OR AS SPECIFIED BY CITY. 6=11028 40 R=2S0.00' T=25.13' L= 50.08' LOCA TE L- PLAN N.T.S. NOT 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 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 :HO LBS./S. Y.) AND COMPACTED TO A DENSITY LESS THAN 95% STANDARD PROCTOR DENSITY. ALTERNATIVE SUB GRADES, SUPPORTED BY LABORATORY TESTS, MAYBE 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 SPECIFIED BY CITY. ALL DIMENSIONS TO BACK OF CURB AND IN FEET UNLESS OTHERWISE SHOWN. CHANNELIZING BUTTONS SHALL BE INSTALLED OFF PAVEMENT JOINT. of Cowmmlnu 5. 6. North Central 1..01 Counc ~-' ~/ I:fQli; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. SID. SPEC. REFERENCE 301., 303, STANDARD DETAIL 2025 STANDARD CONSTRUCTION DETAILS REINFORCED CONCRETE PAVEMENT DEDICATED LEFT TURN LANE DALLAS COUNTY, TEXAS CITY OF COPPELL THE.CITY.OF COPPElL ..~~' ". *,,~~_ 'c' "'... ,. ,'. '. - l;) t '-1r,- q .t" 6 \ I!o JUL. '06 JUL. '06 DATE SWL SWL BY CHANGED MEDIAN NOSE TO SLOPED TYPE. DIMENSIONED TO FACE OF CURB. ADD SIGN, MARKINGS AND STOPBAR CALLOUT. LOCAL EXCEPTION NO, r i I 8- u ~ J i ~ ~ I ~ ! ~ ! III ~ ~ -; R.O.W. P W P (FILL SECTIONS ONLY. - I ALTERNATE REVERSE I A : SLOPE ACCEPTABLE. ~ I NOT TO EXCEED 4: 1.) ~1/ I 6" TYP I l' TYP I NO. 3 BARS ON 18" SUBGRADE CTRS. BOTH WAYS. SEE NOTE 3 W A B R.O.W. P PARABOLIC PAVEMENT STREET WIDTH WIDTH CROWN HEIGHT THICKNESS 28' 14' N-A VARIES VARIES 6" 8" C?) 37' 8.5' 10' VARIES VARIES 6" 8" C?) 41' 10.5' 10' VARIES VARIES 6" 8" C?) 45' " .5' 11' VARIES VARIES 6" 8" C?) FOUR TRAVEL LANES OR TWO TRAVEL LANES & TWO PARKING LANES N.T.S. _5~~4. ROUND YELLOW ACRYLIC .. FLOW OF TRAFFIC ~*~ II 5' TYP DOUBLE REFLECTIVE BUTTON o 0 000 0 0 0 {II 0 {II 0 Off. - - ~ - o 0 0 {II {II 0 0 0 {II 0 {II 0 0 . FLOW OF TRAFFIC co : UNDIVIDED MULTI-LANE CHANNELIZING BUTTON DETAIL N.T.S. - - STANDARD CONSTRUCTION DETAILS STD. SPEC. THE-CITY.OF REFERENCE - COPPELL REINFORCED CONCRETE PAVEMENT 301.,303 - ~~~~~ TWO & FOUR-LANE UNDIVIDED THOROUGHFARE STANDARD DETAIL JUL. '06 ,. . " - ~ l) , q 2030 - .r" 6 ," DAlE CITY OF COPPELL DALLAS COUNTY, TEXAS OF CROWN PEAK I , ~ .I , I ct MINUS CURB WIDTH I- Z 5: eL~ vrrl .......... ..- I- Z. 5N eL.......... 1"- gJ- ~ /2 ROADWAY WIDTH I- Z. 5~ eLl') vi ..........1') rrl 6" z ~ o 0::. u"(o -l -l :::> La... 11 -- - CROWN HEIGHT AND ORDINATES FOR PARABOLIC HALF SECTION N.1.S. @ KEY WAY CONSTRUCTION JOINT. SEE STANDARD CONSTRUCTION DETAIL 2050. SHOWN IN FEET UNLESS OTHERWISE NSTALLED OFF PAVEMENT JOINT. 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 67. MIN. BY WEIGHT OF HYDRATED LIME (GENERALLY :1:40 LBS./S. Y.) AND COMPACTED TO A DENSITY NOT LESS THAN 957. STANDARD PROCTOR DENSITY. AL TERNA TlVE SUBGRADES, SUPPORTED BY LABORATORY TESTS, MAY BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. PAVEMENT SURFACE FINISH SHALL BE TR LANES AND SHALL BE BAKER BROOM SPECIFIED BY CITY. ALL DIMENSIONS TO BACK OF A~ CHANNELIZING :ANSVERSE TO TRAFFIC FINISH UNLESS OTHERWISE SAWED LONGITUDINAL CONTRACTION JOINT. KEY WAY CONSTRUCTION JOINT ONLY WITH CITY APPROVAL. SEE STANDARD CONSTRUCTION DETAIL 2050. 2. CURB HEIGHT AND WIDTH SHALL BE 6", OR AS SPECIFIED BY CITY. SEE STANDARD CONSTRUCTION DETAIL 2120. CONCRETE STREET SECTION SHALL BE FORMED BY A SELF-PROPELLED SLIP FORM PAVING MACHINE. NOTES: ,. MIN. PAVEMENT STRENGTH SHALL CLASS "C", OR AS SPECIFIED BY CITY. CURB BUTTONS SHALL BE G) 4. 3. 5. 6. 7. & SWL BY North Ctntral 1.01 Councl of Go\lemmlnll ~......~. t1QJr; STANDARDS ARE ADOPTED FROt.1 THE NCTOG STANDARD ~; DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. LOCAL EXCEPTION 7. CHANGED NOTE &. NO. r ... I 'i i u ~ 1 !E ... ~ ~ . ~ j i a J iii ~ ~ -, , I It CROWN HEIGHT AND ORDINATES FOR PARABOLIC HALF SECTION N.T.S. CD SAWED LONGITUDINAL CONTRACTION JOINT ON PAVEMENT LESS THAN 8" THICK. KEY WAY CONSTRUCTION JOINT ON PAVEMENT WITH THICKNESS OF 8" OR GREATER. SEE STANDARD CONSTRUCTION DETAIL 2050. @ OR AS SPECIFIED BY CITY. SUBGRADE. SEE NOTE 3 - P PARABOLIC PAVEMENT CROWN HEIGHT I THICKNESS - - - (?) VARIES 6" 6 CROWN PEAK OF MINUS CURB WIDTH I- z Ok 0............ oct 1'1 ......... ~ I- z. ON 0............ I~ 01 -~ ~ /2 ROADWAY WIDTH I- z. O~ 0...1'1 ~~ 1'1 ~ o 0:::. uio ..J ..J ::::> I.i.. 6 (FILL SECTIONS ONLY. ALTERNATE REVERSE SLOPE ACCEPTABLE. NOT TO EXCEED :'7 ;;;::l 1 P A R.O.W. - - P W - A - - ,6" TYP ..1: 50 - I k -:- :. l' TYP 1- -' ~ I fuS SSl \ \ BA N' - : BO. AY~ - - - - W A R.O.W. STREET WIDTH WIDTH - 28' 4' VARIES RESIDENTIAL STREET ONE TRAVEL LANE & TWO PARKING LANES N.T.S. NOTES: 1. MIN. PAVEMENT STRENGTH SHALL CLASS "C", OR AS SPECIFIED BY C TY. CURB HEIGHT AND WIDTH SHALL BE 6", OR AS SPECIFIED BY CITY. SEE STANDARD CONSTRUCTION DETAIL 2120. 2. 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 STABILIZED WITH 6% MIN. BY WEIGHT OF HYDRATED LIME (GENERALLY :t40 LBS./S. Y.) AND COMPACTED TO A DENSITY NOT LESS THAN 95% STANDARD PROCTOR DENSITY. AL TERNATIVE 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 SPECIFIED BY CITY. UNLESS OTHERWISE SHOWN JOINT. ALL DIMENSIONS TO BACK CHANNELIZING BUTTONS, IF SPECIFIED, INSTALLED OFF PAVEMENT RESIDENTIAL STREETS GREATER THAN 28' B-B SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD CONSTRUCTION DETAIL 2030. OF CURB AND IN FEET SHALL BE 5. 6. 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 MARSHAL APPROVAL. BY A 8. 9. & CONCRETE STREET SECTION SHALL BE FORMED SELF -PROPELLED SLIP FORM PAVING MACHINE. 01 Gooemm..ta tiQIE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. STANDARD CONSTRUCTION DETAILSt ~PkftJ& REINFORCED CONCRETE PAVEMENT 301., 303. 28' B-B RESIDENTIAL STREET STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY, TEXAS 2035 THE.CITY-OF' COPPELL ..~~~ '" * ~~-'f "r""lil ~I:l . , JUL '06 DATE SWL BY LOCAL EXCEPTION ADD NOTES 8 AND 9. 1 NO. r i I a- u ~ ~ ... ~ ~ . . ~ ! .. ... ! III ~ ~ -, North CentrG r..OI Coun 0:' ; r R.O.W. - TYPICAL UNLESS SHOWN ON PLANS) I W B - I I I A I I 6" CURB 1 I I I r 3" TYP 3" I~VERT M ~ to l' TYP I I SUf NO. 3 BARS ON 18" SEE CTRS. BOTH WAYS. ALLEY SECTION WITH CURB N.T.S. - 1 ALLEY R.O.W. WIDTH (W) A B WIDTH - 10' 5' 2.5' 15' 12' 6' 2.5' 17' 15' 7.5' 2.5' 20' - - 16' 8' 2.5' 2" - - 20' 0' 2.5' 25' , - - . - STANDARD CONSTRUCTION DETAILS t SID. SP<c. REFERENCE - REINFORCED CONCRETE PAVEMENT 301.,303. - SWL JUL. '06 ALLEYS STANDARD DETAIL - - 2040 BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS B R.O.W. - (TYPICAL UNLESS SHOWN ON PLANS) W - - - Cl A I I I NVERT to TYP 3" " NO. 3 BARS ON 18" CTRS. BOTH WAYS. ALLEY SECTION WITHOUT CURB 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 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 (GENERALL Y :HO LBS./S. Y.) AND COMPACTED TO A DENSITY NOT LESS THAN 95% STANDARD PROCTOR DENSITY. AL TERNA TIVE SUBGRADES, SUPPORTED BY LABORATORY TESTS, MAY BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. PAVEMENT SURFACE FINISH SHALL BE TRANSVERSE TO TRAFFIC r LANES AND SHALL BE BAKER BROOM FINISH UNLESS OTHERWISE i SPECIFIED BY CITY. 5. PROVIDE SAWED AND SEALED TRANSVERSE I CONTRACTION JOINTS AT NOT MORE THAN 15' C-C. t- u 6. SEALED EXPANSION JOINTS TO BE PLACED AT ALL ~ INTERSECTIONS, NOT TO EXCEED 500' BETWEEN JOINTS. ~ & 7. CONCRETE STREET SECTION SHALL BE FORMED BY A ... 0 i SELF-PROPELLED SLIP FORM PAVING MACHINE. North Central 1..01 Couhcl of Govtmm_tI . . 0) ~ tiQIE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD . DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPllONS. ! - 0 - ... ! - - III ~ ~ ADD NOTE 7. :: NO. LOCAL EXCEPTION --1 0:: W...J ;i< wI- (I)~ Ww Zw 8(1) ;:Jci (1)0 ~ (.') 0:: o 51:5 ~W W~ GO ~~ 0:3: ...Jro W I :3:"N l..L.:r: <,c;:j~ ~~ <J : en 0 ~ !Xl>- ~< U I ~:~ ~g 1 ro I'")u) ==II::~ o o o 0:: 0:: W ~ o <( ro :r: I- ~ 0:: W ...J < W (I) W Z o o ~ en G z ~...J w_ >< WI- ...JW 10 lf~W ww (1)(1) L. 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CIl <.)V; Oz ....0 ~~ ........ F~ .... ::E-, 0< e:g 0-' i=!F g;~ o . <<<> Ol w. 00. <i) CIlZ o 000 <'5~ .! ~o i t1 ~ ! ~! ] ..,.....,..~, BO' ~ E ~ ~ z CI) ..J - ~ IJJ o :2: o j:: t) ::;) e: CI) :2: o t) o 0:: ~ ~ ~ CI) I- Z w ::E w ~ o..~ w Z 1-0 W...., 0:::1- Uz Zw O::E Uw 0> w<c Uo.. 0::: o u... Z W 0::: C/J ~ uJ .... ~ z ::> o () ~ -' -' <( o -' -' uJ a.. a.. o () LL o ~ () ::j~ ,,*" ". a. ~ ~\' ", ~" '~ . -~~' u ~., " ~ 0:' ~~< "'U~' ~ * 999 ~ .J.J.J< ~ ~ ~ c ~~~>- CIl CIl CIl lJl z o l= ll. I..&.J U X I..&.J ...J < U o ...J 10 o .... ':.t N ::E o e: i!' :i . ~ ~ ~ ~ 0 F= u -' 00 ::> ~ ;( ~ g e; ~ 00 0 ~<.)u o ~ ~ ~ ~ ~ Z < c c :I: 0 0 u < < d z DMp'llOOZ:l~da:lOS\pejjIPOllf""ll8<r.8N\.~DPlllllS\:s II<< 'iJ r FULL DEPTH REDWOOD EXPANSION JOINT, SPACED 500' MAX LOCATE AT INTERSECTIONS, P.C.'s AND P. T.'s . SAWED JOINT AT EACH QUADRANT OF MANHOLE LENGTH WILL VARY WITH LOCATION OF MANHOLE ----------- L ------ ---------- -----l _ _ _ ---.LR.O. W. - - - - - - - - - - - -- ;Lilli f --- -- r I I I .r' ---~ - I L_ I I I I ',- L--{ 'V --- _L_ __, I I j R.O.W. I I z ~ o ~ U l- I " <: ~ (J) , '=--------1 R.O.W. ---->- -+----4-----+----- -----.J---- 10 '\r '" ---- ----- ------------ -SAWED TRANSVERSE AND LONGITUDINAL CONTRACTION JOINT, SEE NOTE 1 ...--l - -~, 1----1-(-- -z; SAWED JOINT AT BEGINNING, CENTER AND END OF STRUCTURE SPACING WILL VARY WITH WIDTH OF STRUCTURE SAWED JOINT OR TOOLED JOINT INTO THROAT OF STRUCTURE NOTES: - 1. SAWED TRANSVERSE CONTRACTION JOINTS SHALL BE SPACED: 20' MAX. IN PAVEMENT 8" THICK OR GREATER 15' MAX. IN PAVEMENT LESS THAN 8" THICK. SEE STANDARD CONSTRUCTION DETAIL 2050. 2. REFER TO TYPICAL PAVEMENT SECTION FOR LONGITUDINAL JOINT SPACING. 3. SILICONE SEAL ALL JOINTS. SEE CITY OF COPPELL STANDARD CONSTRUCTION DETAIL 2050. SP ACING DIAGRAM FOR TRANSVERSE JOINTS - N.T.S. I I ~R.O.W. I North Clntrd 11101 Coune' of Govemmantl :JIifi.-'~ ~ STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ~; DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. --- -T-- ,. .---+--- SPECIFIED CROWN ---, STANDARD CONSTRUCTION DETAILS t SID. SPEc. REFERENCE REINFORCED CONCRETE PAVEMENT 303.,401 TRANSVERSE JOINT SPACING STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY, TEXAS 2060 THE CITY OF' ~ ~~ COPPELL ...~~~ * ~~"f r~~() .t ..\: " 6' '. \ t. q DAlE BY LOCAL EXCEPTION NO. r i I t u ~ ! ii ~ ~ . . ~ ! .. ... ! III ~ ~ -, CONCRETE PAVING. SEE APPLICABLE STANDARD CONSTRUCTION DETAIL FOR PAVING TYPE J BARS EQUAL TO SIZE OF BARS SPECIFIED IN PAVEMENT REINFORCEMENT 8' NEW PAVEMENT EXPANSION JOINT SEE STANDARD CONSTRUCTION DETAIL 2050. 3" - - "\ - ~::::r ~ [--------- WW FUTURE - :::!:z > f- W~ >0 PAVEMENT - ~~ ~lli--- ~ PAVEMENT BAR en ~ '<t BARS EQUAL IN SIZE TO BARS SPECIFIED IN PAVEMENT REINFORCEMENT FORM TYPICAL SUBGRADE SECTION SHALL EXTEND UNDER HEADER SEE APPLICABLE STANDARD CONSTRUCTION DETAIL FOR PAVING TYPE EXISTING PAVEMENT 9 9' v '" DOWEL AND EPOXY INTO EXISTING PAVING WITH 18" #4 BAR 18" O.C. NO v & 6 8 FUTURE PAVEMENT STREET HEADER FOR N.T.S. STREET HEADER AT EXISTING PAVEMENT N.T.S. ALL WORK BETWEEN HEADERS TO BE DONE BY OTHERS UNLESS OTHERWISE SPECIFIED. BARS EQUAL ~ZE OF BARS SPECIFIED IN PAVEMENT REINFORCEMENT SYMMETRICAL ABOUT CENTER LINE STANDARD CONSTRUCTION DETAILS -1 STD. SPEC. REFERENCE REINFORCED CONCRETE PAVEMENT 303., 305., 401 STREET HEADERS STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY, TEXAS 2070 /4" RAD. ~ ?:> =------..:::: 9 5'0" - STREET HEADER AT RAILROAD - N.T.S. PAVEMENT BAR REINF. CONC. PVMT. ~~ r i I It u ~ ! '0 o ~ ~ North Control r.... Coon" j ~\. tiQlE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ~ = ~ DRAWINGS DAlEO NOV. '96, WITH LDCAl. EX'''nONS. v Ii - ; - tlI ~ as:: II: NO. NOTES: 1. PAVEMENT BARS TO BE BEN T DOWN INTO HEADER. 2. HEADER AND PAVEMENT SHALL BE MONOLITHIC. of GoYemm..ta --; THE.CITY.OF' COrrELL 'l'-~~'S\.~*~,c"-l' r . . _ J. l:l l: ,-. q .t ~ 6 \ 'b JUL '06 DAlE SWL BY LOCAL EXCEPTION CALLOUT. CHANGED DOWEL 20' - CENTERLINE OF BRIDGE --r--r- 1 1/2" r-,--ri- -r---t-II r-,--ri- -r---t-II >- e:( ~ VJ o Z II ~. :-;;iRS ON 6" CENTERS-TOP ANa t-TOM ~ II e:( e:( o -l 0:: D.. 0 Z r- -t +- ---1 - -H f+ - t--- --+ -i I- 0 " 0 Z w ~NO. 4 BARS ON 9" CENTERS- TOP ANa BOTTOM 0 ~ ~ -+ f-- --1 - - t- -t t- ~--1 0:: CJ 0 W U D.. U VJ ~1;;d-CLEAR +- ~ - _ +- _ +-_d~ e:( V> ~ W 0 -~-+-+-~ 0:: ~ J=--+-!---4- e:( > L-L_L.-l_ _L--1~ L TRANSITION INTEGRAL CURB-FROM 9" TO HEIGHT OF ROADWAY CURB Z 01- i7)Z ZW e:(~ ~::> wro e:( o wI- De:( -l 00:: :::!:W w-l O::::::! a...u... . I- -.tZ ,- I')~ PAVEMENT N THICKNESS - .. 9' 3 . . --'- Ol . ...! : .. W STANDARD CONSTRUCTION DETAILS t SID. SPEC. REFERENCE REINFORCED CONCRETE PAVEMENT 301.,303. BRIDGE APPROACH SLAB STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY, TEXAS 2080 PLAN N.T.S. /2" CLEAR -NO. 4 BARS ON 6" CENTERS :J C . . . A . .- . .. '. 4. . ll' 7 NO. 4 BARS ON 9" CENTER~ Ol NO. 4 BARS ON 6" CENTERS./ SECTION - - N.T.S. - - - - THE.CITY-OF - - COPPELL - - - - .~~~'f I: .. q - - k A, 6 . \ eo BY DAlE SELF-LEVELING SILICONE JOINT SEALER -}l81~~T . CLE~~ ". ....." . .' 0:: e:( W -l U . N , ~ ~ 9 BRIDGE ABUTMENT NSET LOCAL EXCEPTION North c.rttral r.OI Count. of Govemmentl /fIIIti..-\ ~ STANOARDS ARE ADOPTED FROM THE NCTOG STANDARD ~; DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. NO. r i 1 t- u ~ I ... i . , ! III ~ ~ -, 1 TACK COAT AT FACE OF GUTTER MIN. 6" CURB WITH 5" PAVE- MENT CROWN HEIGHT OR AS SPECIFIED BY CITY. SEE NOTE (FILL SECTIONS ONLY. ALTERNATE REVERSE SLOPE ACCEPTABLE. NOT TO EXCEED 3: 1.) ) )'- R.O.W. 28' -31' 50' 2. 6" & LANES STD. SPEC. REFERENCE 301.,302.,305. STANDARD DETAIL 2110 STANDARD CONSTRUCTION DETAILS HOT MIX ASPHALTIC CONCRETE PAVEMENT TWO LANE UNDIVIDED THOROUGHFARE THE.CiTY.OF COPPELL '<'-~~~ * ~~..,. ~;~~Q -l: -\ 6 \ '" DALLAS COUNTY, TEXAS CITY OF COPPELL OAlE 10'-1 ' I 2.5' TYP 3 J, " TYP SUBGRADE. TYP SEE NOTE 3 - - - - - - BY NOTES: 1. ASPHALT PAVING BETWEEN CONCRETE CURB/GUTTER SHALL CONSIST OF A TYPE "B" BASE COURSE AND A TYPE "0" TOP COURSE. PAVING SHALL BE OF SUFFICIENT STRENGTH TO SUPPORT A CON CENTRA TED LOAD OF 40,000 POUNDS. - 2" TYPE "D" HMAC ~URFACE COURSE ~HMAC BINDER COURSE LANE TWO PARKING N.T.S. TRA VEL ONE 2. CURB HEIGHT AND WIDTH SHALL BE 6", OR AS SPECIFIED BY CITY. SEE STANDARD CONSTRUCTION DETAIL 2120. 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 :1::40 LBS./S.Y.) AND COMPACTED TO A DENSITY NOT LESS THAN 95% STANDARD PROCTOR DENSITY. AL TERN A TlVE SUBGRADES, SUPPORTED BY LABORATORY TESTS, MAY BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. PAVEMENT SURFACE FINISH SHALL BE SMOOTH AND UNIFORM. EACH PAVING COURSE SHALL HAVE A DENSITY OF NOT LESS THAN 95% OF THE STANDARD DENSITY ESTABLISHED BY THE TEXAS DEPARTMENT OF TRANSPORTATION BULLETIN C-14. ALL 3. 4. SHOWN. DIMENSIONS TO BACK OF CURB AND IN FEET UNLESS OTHERWISE JOINT SPACING, SEE STANDARD CONSTRUCTION 5. 6. FOR TRANSVERSE 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. B. ASPHALT PAVING NOT PERMITTED FOR NEW CONSTRUCTION OUTSIDE OF THE HISTORIC OVERLAY ZONING DISTRICT. of Gowmmenta tiQ.IE.; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPllONS. North C8ntr~ Tex.. Countl ~-! ~ LOCAL EXCEPTION NO. r I I It u ~ ~ ... ~ . . ~ ! D ... J III ~ ~ ~ 6" 3/B" "1-" I . 1 : 3 BA TIER ~ . 0... 3/8" R 1 1/2" R. in ~ . 3 -- \0 6" I 2.5' (3D") TYP SEPARATE CURB & GUTTER - N.1.S. 6" 3/8" Rl\ t_ 0... >- f- 3f-Vl . ZVl _ _ _ _ _ ~ f- ~~ <(- o...j!: .\0 R BATTER 1/2" R. ,,-3' -.::x\,1 : .. V~ -t . ~ Cd INTEGRAL CURB & GUTTER N.T.S. NOTES: - 1. REINFORCEMENT SHALL BE #3 BARS UNLESS OTHERWISE SPECIFIED. 2. CONCRETE SHALL BE CLASS "c", UNLESS OTHERWISE SPECIFIED. of Gowmm..ta IiQlE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPTIONS. North Central 11101 Countl ~~ ~/ STD. SPEC. REFERENCE 303., 305. STANDARD DETAIL STANDARD CONSTRUCTION DETAILS CONCRETE CURB AND GUTTER NTEGRAL AND SEPARATE TMI:.CITY.OF -- ..- COPPELL ..~~~ * ~~.Jf ~ ;-~~o e k " 6 ': \ p, q 2120 DALLAS COUNTY. TEXAS CITY OF COPPELL DAlE BY LOCAL EXCEPTION NO. r i 'i a- u ~ ~ ... i . ~ ! D I ell ~ ~ "4 - ~ T ix> -~ - ~~~ -J BLOCKOUT MEDIAN PAVING FOR \ SIGNAL FOUNDATION OR PULL BOX OR LUMINARY (IF LOCATIONS KNOWN AND NOT INSTALLED WITH 6" THICK MEDIAN PAVING PAVING) LENGTH VARIES, 5' MIN - I -- \ rn-- 2. C ~SS .C. CONCRETE C MEDIAN PAVEMENT. STAMPED CONCRETE TO BE USED IN "IMAGE ZONES". SEE NOTE SECOND POUR. LANE MEDIAN PAVEMENT ..j :oj FORMED KEY WAY SEE N01E 4 10' 4" PAVING ---+- \ '" \CLASS "C" CONCRE1E MEDIAN PAVEMENT 2" SCH. 40 P.V.C . DOVE GRAY POURED MONOLITHIC WITH STREET PAVING. FIRST POUR ELECTRICAL CONDUIT. BURIAL 10' LIMITS OF FORMED KEY WAY DEPTH 3' BELOW FINISHED GRADE \ 14;, PAVING LENGTH VARIES, 5' MIN. --I I SLOPED NOSE .., B _ _ - At IF - - - - "IZ I ~ r--~ ~ I _ ~ ~ b w~ B LEFT TURN LANE MEDIAN PAVEMENT FIRST POUR ~g~M~gT:E: WAY N.T.S. 10' [I) 0::: :::> o , to N.T.S. KEY WAY~ SEE NOTE 4 I . (PRO~tED STREET PAVING -----~ I POUR SECOND ~ LEFT TURN ~ - --..:- -"- PROPOSED STREET PAVING, fKEY WAY, SEE NOTE 4 l' I ~ ~ \\\\\\~\\\~\\\\ TJJJJJf!:ADE SEE N01E 3 . 4 ,. I- (f) ........ z(f)---l ww~ ~z:::> w::.::(f) >0:::> ~I' !l..1-0Cl ......... ~ I') !0 // I- I- 7 1 7 .3 !l.. :J , N ~ ~ ~ " I- L-#3 BARS 18" O.C.E.W. LAP 30 DIA's wi ROADWAY PAVING AND TIE BOTH ENDS OF L-#3 BARS 1B" O.C.E.W. LAP 30 DIA's wi ROADWAY PAVING AND TIE LAP SECTION A-A N.T.S. FIRST POUR SECTION B-B N.T.S. SUBGRADE SEE N01E 3 TOOLED JOINT WITH SILICONE SEALER (EXISTING STREET PAVING AND SUB GRADE MEDIAN ~\ PAVING\ CONCRE1E 6 C> G, t~ EXISTING STREET PAVIN DIMENSIONS TO BACK OF CURB AND IN FEET UNLESS OTHERWISE STAMPED, COLORED CONCRETE MEDIAN PAVING SHALL BE USED IN CONSTRUC1l0N LOCA TlONS 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. STANDARD CONCRETE MEDIAN PAVING SHALL BE USED IN LOCA1l0NS THA T ARE NOT DESIGNATED AS "IMAGE ZONES". 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 ::1:40 LBS.jS. Y.) AND COMPACTED TO A DENSITY NOT LESS THAN 95% STANDARD PROCTOR DENSITY. ALTERNATIVE SUBGRADES, SUPPORTED BY LABOR A TORY TESTS. MAYBE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. SEE STANDARD CONSTRUCTION DETAIL 2050 SHOWN tiQIE.S; 1. ALL 2. 3. -#3 X 12" BENT BAR 18" O.C. DOWEL INTO EXISTING CURB SUBGRADE~ SEE NOTE 3 NO. 3 BARS ON 18" CTRS. BOTH WAYS. WAY DIMENSIONS MEDIAN PAVING SHALL EXTEND TO POINT WHERE MEDIAN IS B' WIDE B-B. F MEDIAN IS 8' WIDE OR GREATER, PAVING SHALL EXTEND 15' FROM NOSE. SECTION C-C SECOND POUR N.T.S. of Gowmmentl ~ STANDARDS ARE ADOPTED FROl.1 THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. 5. North Clntral 1..01 CoLIn C[) STANDARD CONSTRUCTION DETAILS -1 STD. SPEC. REFERENCE MEDIAN ISLAND PAVEMENT 301.,303., 305 LEFT TURN LANE WITH SLOPE-END NOSE STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY, TEXAS 2130 THE.CITY.OF' - - corrELL Jf-~~'..*~<c"'.f. <'0. r' . - G t .. q .t A 6 . \ I'> DATE BY LOCAL EXCEPTION NO. r ... ~ 1. a- u ~ ~ ... i . ~ J ell ~ ~ -; KEY FOR 4. 6" THICK CLASS "c" CONCRETE MEDIAN PAVEMENT. STAMPED CONCRETE TO BE USED IN "IMAGE ZONES". SEE NOTE 2. BERMUDA GRASS COVERING OR APPROVED EQUAL CLASS "C" CONCRETE MEDIAN PAVEMENT POURED MONOLITHIC WITH STREET PAVING B ----. A 2.5' IT ----- B A FORMED KEY WAY SEE NOTE 4 ~ X-7' LIMITS OF FORMED KEYWAY X >- 6" THICK MEDIAN PAVING L LOPED NOSE MEDIAN NOSE Y = 15' X = 28.4' Y = 16' X = 29.5' CONCRETE NOSE FOR MEDIAN ISLAND. SECOND POUR Y = 17' X = 30.6' N.T.S. Y = 18' X = 31.6' - FACE OF CURB BERMUDA GRASS COVERING SLOPED MEDIAN NOSE OR APPROVED EQUAL TOP OF PAVEMENT ___ , : 50 ..... DIMENSIONS OF " NO. 3 BARS ON 18" CTRS. BOTH WAYS POUR VIEW B-B, FIRST POUR N.T.S. C-c SECOND N.T.S. SUBGRADE SEE NOTE 3 SECTION MEDIAN PAVING #3 X 12" BAR 12" D.C. DOWEL INTO MEDIAN CURB 6" EXISTING STREET PAVING AND SUBGRADE SUBGRADE SEE NOTE 3 CONCRETE NOSE FOR MEDIAN SlAND FIRST POUR N.T.S. 7' . " KEY WAY, SEE r NOTE 4 ~ 3 --- ~ ~ . " . . " . - N io I-(f)-:::J Z(f).q;: WW:::l ::::!:Z(f) SECTION A-A w::.c:::l >0 N.T.S. ~~ro NOTES: '-" 1. ALL DIMENSIONS TO BACK OF CURB AND IN FEET UNLESS OTHERWISE SHOWN 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. STANDARD CONCRETE MEDIAN PAVING SHALL BE USED IN LOCATIONS THA T ARE NOT DESIGNATED AS "IMAGE ZONES". 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 STABILIZED WITH 6% MIN. BY WEIGHT OF HYDRATED LIME (GENERALLY :f:40 LBS./s.Y.) AND COMPACTED TO A DENSITY NOT LESS THAN 95% STANDARD PROCTOR DENSITY. AL TERNATlVE SUBGRADES, SUPPORTED BY LABORATORY TESTS, MAY BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. SEE STANDARD CONSTRUCTION DETAIL 2050 FOR KEY WAY DIMENSIONS North Central T.I:II eoune. of Governmenu 0). NQlf; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. U 0.. STD. SPEC. REFERENCE 301., 303., 305. STANDARD DETAIL 2140 STANDARD CONSTRUCTION DETAILS MEDIAN ISLAND PAVEMENT MEDIAN ISLAND WITH SLOPE-END NOSE DALLAS COUNTY, TEXAS CITY OF COPPELL THE.CiTY-OF - - COPPElL o\<~~,~ *~-I' ~-;-~ ~_qO DATE BY LOCAL EXCEPTION NO. r i I t J J ;; i . i J tll ~ : -; STD. SPEC. REFERENCE 301., 303., 305 STANDARD DETAIL 2150-1 ,-.... >- IX <( > a... >- >- <( I- ::::!: 0......... 0>- .....: <( ~ ~ ~ IX <( a... ;[ -.J~ <( ~O WW [i: V'iC3 ,g: J/l ......... ,.... -.J <( :::> (f) :::> ......... o o B STANDARD CONSTRUCTION DETAILS DRIVEWAY APPROACH TYPE "A" 4" THICK SIDEWALK "" '" '" '" '" '" '" '" "" '" BACK OF CURB '" '" '" '" '" '" '" NON-WALKING SURFACE '" / ~'V t::: C'" j}" ~~ ill ~~ ~~ (j &0 ,~. Cj ti:J 0' ~ DALLAS COUNTY, TEXAS COMMERCIAL DRIVEWAY DECORATIVE PAVING SEE STANDARD CONSTRUCTION DETAIL 2190 CITY OF COPPELL EXPANSION JOINT AT R.O.W. .------- l TOOlED~ JOINT CONSTRUCTION JOINT IF NOT MONOLITHIC WITH STREET PAVING THE-CITY.OF COPPELL +~,~~ .t ~ li . \ & 20'-30' COMMERCIAL 12'-24' RESIDENTIAL ~A - - - ~ - - 1: 50 ! MAX. 6" THICK SIDEWALK - - - - - - - A 6" SIDEWALK PAVING - DRIVEWA Y WIDTH/2 + 20' REF. JUL. '06 JUL. '06 DATE SWL SWL BY LOCAL EXCEPTION OF CURB AND IN FEET UNLESS OTHERWISE SHOWN. ACCESSIBLE ROUTES MUST CONFORM North Ctntral TIl~ Councl of Gowmmlntl A~\ tfQIE; STANDARDS ARE ADOPTED FROM lHE NCTOG STANDARD ~; DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. '" NOT TRANSVERSE TO TRAFFIC FINISH UNLESS OTHERWISE '" 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 :1:40 LBS.jS. Y.) AND COMPACTED TO A DENSITY LESS THAN 95" STANDARD PROCTOR DENSITY. AL TERNA TIVE SUBGRADES, SUPPORTED BY LABORATORY TESTS, MAY BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. PAVEMENT SURFACE FINISH SHALL BE LANES AND SHALL BE BAKER BROOM SPECIFIED BY CITY. ALL DIMENSIONS TO BACK '" ..... CURB HEIGHT AND WIDTH SHALL BE 6", OR AS SPECIFIED BY CITY. SEE STANDARD CONSTRUCllON DETAIL 2120. ..... '" MOVED DECORAllVE PAVING SECllON TO R.O.W. ADD R5.00 DIMENSION FOR RESIDENTIAL DRIVEWAY. NO. ...v ..v "" ..v ",NON-WALKING SURFACE '" '" '" THICK SIDEWALK SHALL BY CITY. EXPANSION JOINT AT SIDEWALK THICKNESS TRANSITION, TYP. -~ '" NOTES: 1. MIN. PAVEMENT DEPTH AND STRENGTH BE 6" - CLASS "C", OR AS SPECIFIED 2. WIDTHS AND SLOPES MAY VARY. ALL TO A.D.A. AND TAS. REGULATIONS. '" '" R.O.W. ..... 4" '" '" '" ..... '" '" B 3. 4. 5. 6. r j 1 a- u ~ i ... ~ . . I ... ! III ~ l -; STREET WITH 6" CURB NO. 3 BARS ON 1 B' CTRS. BOTH WAYS DECORATIVE PAVING ~ o 0:: COMMERCIAL DRIVEWAY WITH SLOPE VARIES & D D D ~.' ..a..- _ _ _ _ _ _ _D . - , \:__-,--..r- r---1------------------------------- ---u-----,...r--~~~--u----v-- DRIVEWAY RUN LENGTH (MAY VARY) A-A SIDEWALK (SPECIFIED WIDTH) MAX. CROSS SLOPE 1: 50 SECTION N.T.S. 1.00 USUAL (SLOPE VARIES) / SUBGRADE -.! SEE NOTE 3 20_MAX. 1: 20 MAX. ======----------======J 20 MAX. 1: 20 MAX. [======----------====== SUBGRADE COMPACTED TO A DENSITY NOT LESS THAN 95% STA NDARD PROCTOR DENSITY 20 THICK SIDEWALK, SLOPE SHALL NOT EXCEED CROSS SLOPE SHALL NOT EXCEED 1: 50 4" 20 1 : THICK SIDEWALK, SLOPE SHALL NOT EXCEED CROSS SLOPE SHALL NOT EXCEED 1: 50 6' 20 1 : THICK SIDEWALK, SLOPE SHALL NOT EXCEED CROSS SLOPE SHALL NOT EXCEED 1: 50 4" B-B SECTION N.T.S of GowmmentJ hIQlE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. North CentrGI 1..01 Counl :JIItfi.~' ~/ STD. SPEC. REFERENCE 301., 303., 305. STANDARD DETAIL STANDARD CONSTRUCTION DETAILS DRIVEWAY APPROACH TYPE "N' 2150-2 DALLAS COUNTY. TEXAS CITY OF COPPELL JUL '06 DAlE SWL BY LOCAL EXCEPTION ADD DRIVEWAY SEGMENT TO SECTION A-A. NO. r j 1. 8- u .!! ! II ~ ~ . 1 ... ! rlI ~ ~ -1 ..-.- >- Cl:: <( > a... >- >- <( f- ~ o '-" o >- .<( 3: ::.:: Cl:: <( a... -1]----- <( >- ::> 0::: ~ ~ o >- o <( .~ If) '-" :::.:: 01;1. 03: 'W tOo Vi 8 ~~-~-~- '" '" ... '" ~. '" '" '" NON-WALKING '" '" SURFACE '" '" '" '" '" '" '" '" '" '" '" '" '" 4" THICK SIDEWALK - -- - -, / VI" {G~ ~~ & ~~ ~~ u &0 /~. C5 ~~Y ~ COMMERCIAL DRIVEWAY DECORATIVE PAVING SEE STANDARD CONSTRUCTION DETAIL 2190 20'-30' COMMERCIAL 2' - 24' RESIDENTIAL --A ~-~ ~- ~ ----- -1>- <(0::: ::><( VI> ::>>- 0<( o~ ,....:'-" -.v-...,-- :::'::0 -IW....... <(G:~ 3:00 ww_ 9 a... 3: VI V) '-" -:;;: 1:50 I MAX. , EXPANSION JOINT AT SIDEWALK 7 EXPANSION JOINT AT R.O.W THICKNESS TRANSITION, TYP. R.O.W.~ ~ - -';----.v- - ~ --------------- '" '" '" '" '" '" '" '" '" '" ... ~. '" ... '" '" '" '" NON-WALKING '" SURFACE '" '" '" '" '" '" ... '" TOOLED JOINT THICK SIDEWALK 6 4" THICK SIDEWALK 8 CONSTRUCTION JOINT IF NOT MONOLITHIC WITH STREET PAVING STANDARD CONSTRUCTION DETAILS -1 STD. SPEC. REFERENCE DRIVEWAY APPROACH 301., 303.,305 TYPE "B" STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY, TEXAS 2155-1 A 6" SIDEWALK PAVING DRIVEWAY WIDTH/2 + 20' REF. NOTES: 1. MIN. PAVEMENT DEPTH AND STRENGTH SHALL BE 6" - 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. 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 HO LBS.jS.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. PAVEMENT SURFACE FINISH SHALL BE TRANSVERSE TO TRAFFIC LANES AND SHALL BE BAKER BROOM FINISH UNLESS OTHERWISE SPECIFIED BY CITY. ALL DIMENSIONS TO BACK IN 3. 4. OF CURB AND FEET UNLESS OTHERWISE SHOWN. ACCESSIBLE ROUTES MUST CONFORM 5. 6. WIDTHS AND SLOPES MAY VARY. ALL TO A.D.A. AND T.A.S. REGULATIONS. 01 GcMmmonll North Central l..cell Counl cr' , r THE CITY OF -- - corPEll ..~~.....*W.,~-\< r ~' . . . () ( y-. 'q '" ..... 6 . \ % '06 '06 DAlE JUL. JUL. SVtt. SVtt. BY tiQlE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPllONS. LOCAL EXCEPTION MOVE DECORATIVE PA\I1NG TO R,O.W. ADD R5.00 DIMENSION FOR RESIDENllAL DRIVEWAY. NO. r i I It u ~ I i ~ ~ . . ~ ! o " Ii ; ell ~ l ., NO. 3 BARS ON 18" CTRS. BOTH WAYS DECORATIVE PAVING. ~ o ll:: COMMERCIAL DRIVEWAY WITH SLOPE VARIES & STREET WITH 6" CURB . . . ( " - ..a.-- _ _ _ _ _ _ _. ~ DRIVEWAY RUN LENGTH (MAY VARY) A-A SECTION N.T.S. SIDEWALK (SPECIFIED WIDTH) MAX. CROSS SLOPE 1: 50 1.00 USUAL (SLOPE VARIES) / SUBGRADE ~ SEE NOTE 3 .' ~::_T_~~~-~~~-~~------------ 20 MAX 1: 20 MAX. ======----------======J 20 MAX. 1:20 MAX. [======----------====-- 1 : SUBGRADE COMPACTED TO A DENSITY NOT LESS THAN 95% STANDARD PROCTOR DENSITY 20 THICK SIDEWALK, SLOPE SHALL NOT EXCEED CROSS SLOPE SHALL NOT EXCEED 1: 50 4" 20 1 : THICK SIDEWALK, SLOPE SHALL NOT EXCEED CROSS SLOPE SHALL NOT EXCEED 1:50 6" 20 1 : THICK SIDEWALK, SLOPE SHALL NOT EXCEED CROSS SLOPE SHALL NOT EXCEED 1:50 4' SECTION B-B N.T.S. or Gowmm..ta t&IE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. North Centra Teaw Coun ~-' ~~ STD. SPEC. REFERENCE 301., 303., 305 STANDARD DETAIL 2155-2 STANDARD CONSTRUCTION DETAILS DRIVEWAY APPROACH TYPE "BM TME.CITY.OF -- -- COrrELL "'~~~*A~'" .;-~ \~q DALLAS COUNTY. TEXAS CITY OF COPPELL JUL. '06 DATE SWL BY LOCAL EXCEPllON ADD DRIVEWAY SEGMENT TO SECTION A-A. 1 NO. r i 1. 8- u ~ ! ~ ~ . ;, ! D I rlI ~ : -; 2.50 0.00 - ALLEY 15.00 A R.O.W. 2.50 SHALL BY CITY. NOTES: 1. MIN. PAVEMENT DEPTH AND STRENGTH BE 6" - CLASS "CO, OR AS SPECIFIED 2. JOINT MAINTAIN POSITIVE FLOW OF STORM WATER FROM ALLEY INVERT TO STREET GUTTER LINE EXPANSION CURB HEIGHT AND WIDTH SHALL BE 6", OR AS SPECIFIED BY CITY. SEE STANDARD CONSTRUCTION DETAIL 2120. 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 HD LBS./S.Y.) AND COMPACTED TO A DENSITY NOT LESS THAN 95" STANDARD PROCTOR DENSITY. AL TERN A TIVE SUBGRADES, SUPPORTED BY LABORATORY TESTS, MAY BE SUBMlffiD TO THE CITY ENGINEER FOR APPROVAl. PAVEMENT SURFACE FINISH SHALL BE TRANSVERSE TO TRAFFIC LANES AND SHALL BE BAKER BROOM FINISH UNLESS OTHERWISE SPECIFIED BY CITY. ALL DIMENSIONS TO BACK OF CURB AND IN 3. 4. FEET UNLESS OTHERWISE SHOWN. ACCESSIBLE ROUTES MUST CONFORM 5. 6. OW 00::: .<( O..J Nli.. r-: ..J & o . <( o a.. ::::l Cy 000 (J) ::::l ~ ~ 0 I ~ ~ - - - - - - I: ..., 18 ~ "......, >- HCK SIDEWALK 0::: <( > ~ >- <( ~ 0 '-" - ~ >- '" ..v '" '" ~ <( ~ 3: '" oJ. ..v '" " '" ~ NON-WALKING '" ..v " 0::: ..v SURFACE " ..v <( a.. ~. ..v '" ..v '" " '" oJ. '" '" '" '" '" ..v '" '" " - - ~ - - STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE ALLEY APPROACH 301., 303., 305 RADIUS RETURN TYPE STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY, TEXAS 2160-1 25.6 \ " " 1: 50 MAX. TOOLED JOINT 5.00 SIDEWALK PAVING 6" 11.20 AT P.T. P.T. A THICK SIDEWALK TERMINA TE ALLEY INVERT A T TOOLED JOINT ~'n O. V- ~. G <'5PrL~<V~ / 0' / G 6 4" THICK SIDEWALK B '" ..v oJ- '" oJ. '" '" ..v " '" " ..v '" ..v " " ~. " '" NON-WALKING '" '" '" '" " oJ SURF ACE " " ..v '" '" '" " '" " '" ~ " " ". " ~ ..v '" " ..v - 0 CONSTRUCTION JOINT ~ IF NOT MONOLITHIC ~ WITH STREET PAVING North CMtrd 1..01 Counc. of Gowmmentl cr' ~ STANDARDS ARE ADOPTED FROM THE NCTOC STANDARD , DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPllONS. r WIDTHS AND SLOPES MAY VARY. ALL TO A.D.A. AND T.A.S. REGULATIONS. EXPANSION JOINT AT SIDEWALK THICKNESS TRANSITION R.O.W.~ THE.CITY.OF COPPELL ~~~" ,.....~ .. , ~ '*' "r> 'f )-- '--iij l'I < . q DATE BY LOCAL EXCEPTION NO. r i 1 a- u ~ I 1: ~ ~ : ~ ! D I ell ~ ~ 4 I- fY W > ~ w >- u w Z ,..... -l <( W -l NO. 3 BARS ON 18' fYw-l <( I-(f)CD CTRS. BOTH WAYS z-<( 0 wfY~ ALLEY PAVING SLOPE AS z >- <( APPROVED BY CITY, 1: 50 MIN. w w > STREET WITH -l ....... < -l 6" CURB --L.. - _____ _ L-- _. _ _. _ _. _ -.-.a... <( W~~~~~W - -, '. I . :'1 ..... _ -"- -'...J SUBGRADE SEE NOTE 3 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. - 1: 20 MAX. """ ------ J= --- -- ~ _ 1:20 MAX. [-- - ---------- --- --J ------------ ~OMPACTED ----------------- 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 r CROSS SLOPE SHALL NOT EXCEED 1: 50 CROSS SLOPE SHALL NOT EXCEED 1:50 CROSS SLOPE SHALL NOT EXCEED 1: 50 i I t u ~ SECTION B-B I ... D N.T.S. ~ ~ North Central TuCII Counc' of Gowmmenw . . 0:' ~ ~ STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD . , DRAWINGS DATED NOV. '96, WI1l-I LOCAL EXCEPllONS. ! r - - - - - - - STANDARD CONSTRUCTION DETAILS STD. SPEC. D REFERENCE ... THE.CITY.OF ! - - - corPEll ALLEY APPROACH 301., 303., 305 - - - rll 'f~~~1f RADIUS RETURN TYPE STANDARD DETAIL ~ - - - ?' ' . a I: ~ " . q 2160-2 :: - - - .r 11 6 \ to NO. LOCAL EXCEPTION BY DAlE CITY OF COPPELL DALLAS COUNTY, TEXAS --1 I" I I ~ I 15.00 - R.O.W. 10.00 - ALLEY A - I I ~ I NOTES: 1, MIN. PAVEMENT DEPTH AND STRENGTH SHALL BE 6" - CLASS "C", OR AS SPECIFIED BY CITY. 2. JOINT MAINTAIN POSITIVE FLOW OF STORM WATER FROM ALLEY INVERT TO STREET GUTTER LINE EXPANSION 2.50 ~ OIW o a::: .<( O-.J NLL ,..... >- a::: <( > >- o <( z ~ W ....... o [D . ~ a::: ~ IX)::::> f- U o o 0 f- ,...: ~ I I I I I t I I I I I I I I ~~ \ - ........ >- a:: <( > ~ >- f- <( ~ 0......... o >- .<( 3: :::.: a:: <( 0... j~ D W G: (3 W 0... (/) ~ 8 '" "'<;. .... '" ~. 4" THICK SIDEWALK '" "'~ '" '" '" "'N"'ON-~AL;ING ... 8 .... '" SURFACE '" ./J)' '" '" .... ... .... '" Q: Z !AC~ OF". CU~B.... " .... ~ ~ ~ ~ ~ ~ 1: 50 ~ MAX. - '" ... ~.... '" J>> . .... .... .....'" x..~ -'bO' ~ 7.00 I I I I I I I I I I I I I I I I I I I I I I I -j;.; - TOOLED JOINT 2.50 NOT CURB AND FEET UNLESS OTHERWISE SHOWN. ACCESSIBLE ROUTES MUST CONFORM CURB HEIGHT AND WIDTH SHALL BE 6", OR AS SPECIFIED BY CITY. SEE STANDARD CONSTRUCTION DETAIL 212D. SUBGRADE (MIN. REQUIREMENTS-UNLESS OTHERWISE APPROVED BY CITY ENGINEER). SUBGRADE UNDER ALL PAVEMENT SHALL BE INIT1ALL Y MIXED 8" THICK AND RE-MIXED 6" THICK AND SHALL BE STABIUZED WITH 6" MIN. BY WEIGHT OF HYDRATED UME (GENERALLY HO LBS.jS.Y.) AND COMPACTED TO A DENSITY LESS lHAN 95~ STANDARD PROCTOR DENSITY. AL TERNA TlVE SUBGRADES, SUPPORTED BY LABORATORY TESTS, MAYBE SUBMITTED TO lHE CITY ENGINEER FOR APPROVAL. PAVEMENT SURFACE FINISH SHALL BE TRANSVERSE TO TRAFFIC LANES AND SHALL BE BAKER BROOM FINISH UNLESS OTHERWISE SPECIFIED BY CITY. ALL DIMENSIONS TO BACK OF IN 3. 4. 5. 6. WIDTHS AND SLOPES MAY VARY. ALL TO A.D.A. AND TAS. REGULATIONS. THICK SIDEWALK R.O.W. \ -----~---- - 4" THICK SIDEWALK EXPANSION JOINT AT SIDEWALK THICKNESS TRANSITION, TYP. ~ B '" .... "'. '" .... .... '" '" oj, '" .... '" '" '" l"'~ ... .... ... .. '" '" ... oj, -.v ..... w '-1/ NON-WALKING SURFACE w w ...v ...., .... " '" oj. .... " .... '" oj. " '" '" ... .. ... .. '" ... .... <...v..... >J-' ... ... ... '" '" ... '" ~CONSTRUCT10N ~OINT IF NOT MONOLITHIC WITH STREET PAVING 22.00 -- A 20,00 SIDEWALK PAVING 6 o I!) ~ North Central Tex.. Coune. of Gowmmlnta JI/Itff-\ t:iQlE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ~! DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. STD. SPEC. REFERENCE 301.,303.,305 STANDARD DETAIL 2165-1 STANDARD CONSTRUCTION DETAILS ALLEY APPROACH REPLACEMENT FLARED TYPE DALLAS COUNTY, TEXAS CITY OF COPPELL THE.CITY.OF COPPELL ..~~.. .. * tj...,f1ff'. ,. - -- --- -' () ( - - . q "'" 6 . \ il DATE BY LOCAL EXCEPTION NO. r ... ~ 1. a- u ~ l ... o ~ ~ = ~ ! ~ ! ell ~ : -; w u z ,...... <t: w ~w~ z~<t: wa:::ii: >- <t: w > ::J 7 STREET WITH <t: 6" CURB --:-- ." . ~." ,,_ 4.1 . .'. 0.1 _____~.-:...I NO. 3 BARS ON 18' CTRS. BOTH WAYS r-- a::: w > z >- W --l --l <t: o Z w ALLEY PAVING SLOPE AS APPROVED BY CITY, 1: 50 MIN .-- - - -.- -.- -.---- .- - 1- .-- '-- -.-- -'-- - ---'- - ALLEY ENTRANCE RUN LENGTH (MAY VARY) SIDEWALK (SPECIFIED WIDTH) MAX. CROSS SLOPE 2% 20 MAX. 1: 20 MAX. ------ ------J -----------~---------- 4" 20 SIDEWALK, SLOPE SHALL NOT EXCEED 1 CROSS SLOPE SHALL NOT EXCEED 1: 50 20 A-A SUBGRADE COMPACTED TO A DENSITY NOT LESS THAN 95% STA NDARD PROCTOR DENSITY SIDEWALK, SLOPE SHALL NOT EXCEED CROSS SLOPE SHALL NOT EXCEED 1: 50 SECTION N.T.S. B-B SECTION N.T.S. 6 SUBGRADE SEE NOTE 3 1: 20 MAX. 1: 20 MAX. ----- [- - ------ ---------------- 4" SIDEWALK, SLOPE SHALL NOT EXCEED 1: 20 CROSS SLOPE SHALL NOT EXCEED 1:50 North CMtraI T..OI Count. of Gowemmlnta 0:' STANDARDS ARE ADOPTED FROM THE NCTDG STANDARD tiQIE; ; DRAWINGS DATED NOV. '96, Willi LOCAL EXCEPllONS. r STANDARD CONSTRUCTION DETAILS -1 sm. SPEC. REFERENCE ALLEY APPROACH REPLACEMENT 301., 303., 305. FLARED TYPE STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY, TEXAS 2165-2 THE.CITY.OF -.- - corrELL 'f~~~ * ~~'f r~ ~~ DATE BY LOCAL EXCEPTION NO. r i I It u ~ I v ~ ~ I ~ ! o v ! ell ~ ~ -j ~CONCRETE ROADWAY /2" DOWELED EXPANSION JOINT WITH EXPANSION JOINT FILLER EVERY 40' SEE SECTION B-B R.O.W.\ T IN RESIDENTIAL AREA ALONG DIVIDED THOROUGHFARE ADJACENT TO CURB OF ROADWAY FOR SIDEWALK FOR SIDEWALK FOR SIDEWALK - r;: f!: I 6' o ~ LIGHT BRUSH ~ MIN MIN MIN B B A 4' MAR 4' 4' ~ TRANSVERSE FINISH ~ R.O.W. #3 BARS, SPACED AS SHOWN IN SECTION A-A AND SECTION B-B SELF-LEVELING SILICONE SEALER AT COLD JOINT EXISTING SIDEWALK ~E:~AVATE EXISTING SUBGRADE AS SHOWN. POUR CONCRETE FOOTING MONOLITHIC WITH NEW SIDEWALK AS DIRECTED BY CITY 4' #3 X 12" BAR 18" O.C. NTO EXISTING SIDEWALK DOWEL WIDTH WHEN ADJACENT TO CURB WIDTH WHEN ADJACENT TO INLET 50 MAX 1 : SIDEWALK SIDEWALK 6' 5' 2" 6 SIDEWALK REPAIR N.T.S. LIGHT BRUSH FINISH, TRANSVERSE #3 BARS 24" O.C. TRANSVERSE 1/2" REDWOOD EXPANSION MATERIAL AND SELF-LEVELING SILICONE SEALER MIN SECTION B-B N.T.S. STANDARD CONSTRUCTION DETAILS 1- ~l'klt;fc'1 REINFORCED CONCRETE SIDEWALK 305., 401 JOINTS AND SPACING STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY, TEXAS 2170 TRANSLUCENT P. V.C EXPANSION CAP THIS HALF OF DOWEL TO BE COA TED WITH RELEASE AGENT ?>>~'0~~~,<<~",~~~~>:~v,~%"'<<~'0~~~~~'0'<-:~ ~~~~~~~~~~~~~~~~~~V~< '~~~~~~~'>Y~~'~~~~'0~~~~~" lSUBGRADE COMPACTED TO A DENSITY NOT LESS THAN 95% STANDARD PROCTOR DENSITY. 3 OJ #3 X 12" BENT BAR 24" O.C DOWEL INTO CURB OR INLET A SIDEWALK TO BE PLACED l' FROM R.O.W. PLAN UNLESS OTHERWISE SPECIFIED BY CITY N.T.S. SEALER 1/2" NON-EXTRUDED PRE-FORMED EXPANSION MATERIAL AND SELF-LEVELING SILICONE 3/B" RADIUS ON WALK EDGE AND ADJACENT EDGE NLET~__ ,/ I , I ~~ lD CURB 4' NLET TO CURB OR JOINT LUG DETAIL FOR SIDEWALK ADJACENT - NOTE: N.T.S. 1. WIRE MESH REINFORCEMENT IS NOT PERMITTED. 3/8"R SPECIFIED WIDTH #3 BARS 18" O.C. LONGITUDINAL 'N " ~ 2. CROSS SLOPE OF SIDEWALK SHALL BE 1: 50 MAX. 3. SIDEWALK WIDTH OTHER THAN 4'-0" MAY BE SPECIFIED BY CITY. 4. SIDEWALK SHALL BE CLASS "A" CONCRETE UNLESS OTHERWISE SPECIFIED BY CITY. 5. ALL HONEYCOMB IN BACK OF CURB SHALL BE TROWEL-PLASTERED BEFORE POURING SIDEWALK 6. 7. #4 X 24' SMOOTH ROUND BAR 24" O.C. LUG MAYBE FORMED BY SHAPING SUBGRADE TO APPROXIMATE DIMENSIONS SHOWN. SIDEWALK SURFACE FINISH SHALL BE TRANSVERSE TO DIRECTION OF TRAVEL AND SHALL BE LIGHT BROOM FINISH. WIDTHS AND SLOPES MAY VARY. ALL ACCESSIBLE ROUTES MUST CONFORM TO A.D.A. AND T.A.S. REGULATIONS. SECTION A-A N.T.S. B. North Central r.OI Cound of Gowmmentl ~-\ tiQJI.; STANDARDS ARE ADOPTED FROh.1 THE NCTOG STANDARD ~; DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. THE.CiTY.OF COPPELL ",'lroo.~.~ *~4... >,~~' ,0 . ^ , DAlE BY LOCAL EXCEPTION NO. r i 1 It u ~ "i 0= 'i ~ .; 9 . . ~ 1 i a I iii ~ ~ -; 7' l' - B" - ,2" V3/4" CHAMFER NOTE: - 4 r <l I. PROVIDE VERTICAL EXPANSION IN WALL AT 25' MAX. SPACING (USE CLASS "A" CONCRETE EXPANSION JOINT, STANDARD DRAWING NO. 2050, AND MODIFY AS REQUIRED) <l . 2. WALL DESIGN ASSUMES NO SURCHARGE. A SPECIAL ENGINEERING ANALYSIS is REQUIRED FOR OTHER . CONDITIONS. . 9" x 12" CONTINUOUS POCKET OF CLEAN 3. WALLS WiTH A HEIGHT GREATER THAN COARSE .3/B" TO 1 1/2" GRAVEL 4' SHALL BE DESIGNED BY A TEXAS WITH FILTER FABRIC REGISTERED PROFESSiONAL ENGINEER. 3" P.V.C. WEEP HOLES AT 10' (F.L. 2" ABOVE SIDEWALK) KEY WAY CONSTRUCTION JOINT WITH 3" X 2" BLOCKOUT 1: 50 . - - - ~ <l . . . . ~ - <l . <l <l " #.3 BARS AT 12" CNTRS. 1" SAND--.-I BOTH WAYS (USE #4 BENT CUSHION BARS WHERE H EXCEEDS 3') 6" COMPACTED SUBGRADE 95% MINIMUM DENSITY PER ASTM D 69B. RETAINING WALL WITH INTEGRAL SIDEWALK - N.T.S. BACKFiLL WITH SAND AFTER FORM REMOVAL North Central 1.01 Councl of GovtmmW'lta ~JI.t\ MQIE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ~ DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. ~ o 0:: N (/) w ii:: <l: . > ~ f- ~ I - o v W I . to STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE REINFORCED CONCRETE RETAINING WALL ~ 303.,802. INTEGRAL WITH SIDEWALK STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY, TEXAS 2180 THE.CITY.OF COPPEll .~---~~. .t." 6 . \!l DAlE BY LOCAL EXCEPTION NO. r i 'i i u !! 1 i ~ i " . . ~ ! i o ... ! III ~ :: -; MIN 2x5 AREA FOR LOCA nON OF A.P.S. PUSH-BUTTON STRAIGHT ACCESSIBLE ROUTE PERMITTED ~ & -~ U1 o s:: )> ?< -- ~~~I_~c~HLL;-~~-~i)~>i! i:: fjFJ2F-~~.~_.- _5~c~~~~ I>.: :~:~; ~=~ ~~=='=~~~~:~ =:= ~ ~~..;~..::~:.~: ~:: ;~= ~~~=~::~=l 1.:."~~'--':I.,;.".J.,.~~-'..;;;l.-'..;;;;.-~~..=..r"'="'T"=":'~~~'.J..:...L~~' - ,-< --'...;I.-.;;..-~j KEY WAY CONSTRUCTION JOINT ~ ALL SIDES. SEE STANDARD CONSTRUCTION DETAIL 2050 MANEUVERING SPACE MUST WITHIN CROSSWALK EXTENTS CENTERLINE OF 8' CROSSWALK AND CENTERLINE OF RAMP SHALL NTERSECT AT BACK OF CURB STANDARD CONSTRUCTION DETAILS STD. SPEC. 'THE.CITY.OF REFERENCE COPPELL I ACCESSIBLE ROUTES, RAMPS AND CROSSWALKS ~ 305. -I'''~''~~f '.--. * "~ _.",c~-I' COLLECTOR STREETS AND THOROUGHFARES STANDARD DETAIL ,.. ~.... q 0 . 2185-1 CITY OF COPPELL DALLAS COUNTY, TEXAS " " " LANDING ~ " (USUAL) , " r---_....__ " ..., I I 00 3i o 0:: -GENERAL GUIDELINE ONLY ALL ACCESSIBLE ROUTES AND RAMPS MUST CONFORM TO A.D.A. AND T.A.S. REGULATIONS SIDEWALK (SPECIFIED WIDTH) 50 20 MAX. JUL '06 DAlE o o Lri 4x4 MIN LIE SWL BY '-' z -w ~u ....J<( ~u. Ilr z=> OVl Z ~ ~ .C.R. -r--~ MQ.KS; 1. ALL DIMENSIONS TO BACK OF CURB AND IN FEET UNLESS OTHERWISE SHOWN 2. STAMPED, COLORED CONCRETE CROSSWALK PAVING SHALL BE USED IN CONSTRUCTION LOCATlONS DESIGNATED AS "IMAGE ZONES. BY THE STREETSCAPE PLAN SECTlON 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 IDENTlCAL TO SIDEWALKS. SEE STANDARD CONSTRUCllON DETAIL 2170. 3. STAMPED, COLORED CONCRETE PEDESTRIAN RAMP PAVING SHALL RECEIVE A TRUNCATED DOME SURFACE FINISH ALONG THE ENTlRE RAMP LENGTH. RAMP LIGHT REFLECTlVE VALUE (COLOR) SHALL BE IN ACCORDANCE WITH THE CITY OF COPPELL STAMPED CONCRETE 3i ORDINANCE 2D02-979. TRUNCATED DOME PROFILE AND SPACING SHALL BE IN ACCORDANCE WITH THE TExAS ACCESSIBILITY STANDARDS (TAS) REGULATlONS. 0 4. CONCRETE PAVER UNITS WITH A TRUNCATED DOME SURFACE FINISH MAY BE USED IN 0:: PEDESTRIAN RAMP CONSTRUCTlON WHEN APPROVED BY THE CITY ENGINEER. PAVER UNITS MUST MEET ALL REQUIREMENTS OF ASTM C-936 AND C-33. SEE STANDARD CONSTRUCTION DETAIL 2185-2. 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 TAS. REGULA TlONS. 6. CURB HEIGHT AND WIDTH SHALL BE 6", OR AS SPECIFIED BY CITY. <: SEE STANDARD CONSTRUCTION DETAIL 2120. / 7. ALL DIMENSIONS, SLOPE VALUES AND SURFACE TREATMENTS ARE TYPICAL FOR ALL / SIMILAR FEATURES. B. PEDESTRIAN RAMPS SHOWN ARE OF THE "DIAGONAL" TYPE. / / / ~/ / 1; ~~ ~ ~'>' cy/ : o+f"~"<J cY;' /,et / "3;-' .,G/" 1...._ /;f" oq,'>' / ~ ~G "'~~ / / / R.O.W. . . " . . . . . . . . , . . . ~ . . . ~ . . r . . . . . NON-WALKING . . . . i . . . . SURFACE . . ~ . ~ ~ . . . ~ . ~ . . . . . . . . . . . . . . . ~ I \ It \ u \ ~ I ... 0 ~ North Central Tllca Councl or Gcwemmenta . t:[' ~ t:mlE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ~ , DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. - - ... ! - - III ~ & ADD GUIDEUNE NOTE. ~ NO. LOCAL EXCEPTION -1 1: 20 MAX. =====_--================J 1: 20 MAX. 1: 20 MAX. [================--====== 1: 20 MAX. TYP. ACCESSIBLE ROUTE LENGTH (MAY VARY) SLOPE SHALL NOT EXCEED 1: 20 0.00 5.00 MIN. LANDING SHALL NOT EXCEED IN ANY DIRECTION SUBGRADE COMPACTED TO A DENSITY NOT LESS THAN 95% STANDARD PROCTOR DENSITY 0.00 TYP. ACCESSIBLE ROUTE LENGTH (MAY VARY) SLOPE SHALL NOT EXCEED 1:20 SLOPE 1: 50 JOINT PERMITTED r CONSTRUCTION 4.00 MIN TAPERED CURB AND RAMP FRAME CLASS "A" CONCRETE, FIRST POUR COLORED, STAMPED CONCRETE WITH TRUNCATED DOME SURFACE SECOND POUR ON 18" WAYS t ANTIQUE RED CONCRETE PAVER UNITS ~ WITH TRUNCATED DOME SURFACE NO. 3 BARS ON 18" CTRS. BOTH WAYS STABILIZED SAND TAPERED CURB AND PAVER BED CLASS "A" CONCRETE z :::?i . to l' A-A SECTION N.T.S. 4" MAX. PER SIDE PERMISSIBLE D LANDING 6" CURB ADJACENT TO RAMP D STAMPED CONCRETE (REQUIRED) CONCRETE PAVERS (WITH APPROVAL) CONSTRUCTION JOINT SEE STANDARD CONSTRUCTION DETAIL 2050 C r STREET WITH 1~ 6" CURB ::.:-~- . .'1 ". . I ___~_LJ RAMP SECTION D-D N.T.S (USUAL>. iSUBGRADE COMPACTED TO A DENSITY NOT LESS THAN 95% STANDARD PROCTOR DENSITY 50 C A NO. 3 BARS ON 18" CTRS. BOTH WAYS CLASS ~ o C!: ":.t I- ::::> o 011 ll)~ ""':U o I-.J CD ,:>0 o. ~ JOINT CONSTRUCTION STAMPED CONCRETE (REQUIRED) LENGTH (MAY VARY) NOT EXCEED 2 8.00 TYP. RAMP SLOPE SHALL 5.00 MIN. LANDING SLOPE SHALL NOT EXCEED IN ANY DIRECTION VARIES CONCRETE PAVERS (WITH APPROVAL) 50 1 : VIEW C-C N.T.S. RAMP B-B SECTION N.T.S. or Gowmm.,tI ~ STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. North Central r.... Coune Cf) STD. SPEC. REFERENCE 305. STANDARD DETAIL 2185-2 STANDARD CONSTRUCTION DETAILS ACCESSIBLE ROUTES, RAMPS AND CROSSWALKS COLLECTOR STREETS AND THOROUGHFARES DALLAS COUNTY, TEXAS CITY OF COPPELL THE.CITY.OF corPELL -I'-~~*~-l' ;~~~o x A. I> \ " AUG. '06 DAlE SWL BY LOCAL EXCEPTION TO CALLOUT. "ANllQUE RED" ADD 1 NO. r ... ~ I ~ ! ~ ; ~ ! D I ell ~ l ; 6.83 - REF. 12.83 REF. STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE ACCESSIBLE ROUTES, RAMPS AND CROSSWALKS ~ 305. RESIDENTIAL STREET WIO R.O.W. CORNER CLIPS STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY, TEXAS 2185-3 ACCESSIBLE ROUTE 1: 20 MAX. SLOPE -OR- PEDESTRIAN RAMP 1: 12 MAX. SLOPE R.O.W. (USUAL) 00 ~ o 0:::: & -GENERAL GUIDELINE ONL y- ALL ACCESSIBLE ROUTES AND RAMPS MUST CONFORM TO A.D.A. AND T.A.S. REGULATIONS r01U: ex> w to 0: SIDEWALK (SPECIFIED WIDTH) r01 . ex> u... . w I!) 0: ~ MANEUVERING SPACE 0% MAX. SLOPE 2 SLOPE MAX. JUL. '06 DAlE C.R. ,~ Z ,~W' --10 <( <(' '3: u... I 0:- . :::> .~U). z SWL BY 50 MAX. j! ~ o 0:::: <( ... ... ... ... .... NON-WALKING . S~RF f'.c~ 00000000000(;0 oUoUoUoOoOoOo g~ftf2"M'A~~ g~~~~~~~~~~g OoOoOoOoOoOoQ oo~o~o~o~o~oo A ;; IN 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-33 AND BE "ANTIQUE RED" COLOR. 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 TAS. REGULATIONS. SHALL HAVE ARE TYPICAL FOR ALL N.QliS; 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. LOCAL EXCEPTION TYPE. P..., 9. RAMPS WITH A RISE GREATER THAN 6" OR A RUN GREATER THAN 72" ~ HANDRAilS. NOT APPLICABLE TO CURB RAMPS. of Gcwemmentl tiQIE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. 6. CURB HEIGHT AND WIDTH SHALL BE 6", OR AS SPECIFIED BY CITY. SEE STANDARD CONSTRUCTION DETAIL 2120. "DIAGONAL COMBINATION" TREA TMENTS 7. ALL DIMENSIONS, SLOPE VALUES AND SURFACE SIMILAR FEATURES. THE 8. PEDESTRIAN RAMPS SHOWN ARE OF ADD NOTES. North Ctr1trU TlIlll~ Counc: :JI*i.-" ~r NO. r i 1 s- o !a J ;; i . . ~ ! a ... Ii ;. ell ~ ~ -1 12 MAX. _l~ _ _ _ _ _ ~ =- --- 9.00 TYP. 5.00 MIN. LANDING SLOPE SHALL NOT EXCEED 1: 50 IN ANY DIRECTION SUBGRADE COMPACTED TO A DENSITY NOT LESS THAN 95% STA NDARD PROCTOR DENSITY 6.00 TYP. RAMP LENGTH (MAY VARY) SLOPE SHALL NOT EXCEED 1: 12 COLORED, STAMPED CONCRElE WITH TRUNCAlED DOME SURFACE SECOND POUR /:... ANTIQUE RED CONCRETE PAVER UNITS ill WITH TRUNCAlED DOME SURFACE SECTION N.T.S. [ROLL-DOWN CURB, FLARE AND RAMP FRAME CLASS W A" CONCRETE, FIRST POUR ~ NO.3 BARS ON 18 CTRS. BOTH WAYS STAMPED CONCRETE (REQUIRED) to NO. 3 BARS ON 18" CTRS. BOTH WAYS STABILIZED SAND BED CONCRETE PAVERS (WITH APPROVAL) FLARE AN D PAVER BED"\ CLASS "A" CONCRETE __ \ ROLL-DOWN CURB, l' MAX. PER PERMISSIBLE CONSTRUCTION JOINT SEE STANDARD CONSTRUC~ON DETAIL 2050 C fSTREET WITH 6" CURB ~-~- ..'l ."-;- ." I _":_':.c~._J 0-0 SECTION N.T.S. RAMP CONCRETE NO. 3 BARS ON 18" CTRS. BOTH WAYS CLASS "A" ~ q a:1 C JOINT PERMITTED CONSTRUC~ON o r i 'i t u ~ ~ ... ~ ~ North Conlnll T"~ Coune' .f Gowmm..u ~ :J1Itti..-', t:iQIE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ! = ~j DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPllONS. o J = ell ~ ~ II.: NO. SUBGRADE COMPACTED TO A DENSITY NOT LESS THAN 95% STANDARD PROCTOR DENSITY ":.t JOINT CONSTRUCTION VIEW N.T.S. C-C RAMP -; 5.00 MIN. LANDIN SLOPE SHALL NOT EXCEED IN ANY DIREC~ON SECTION B-B N.T.S. 2.00 TYP. RAMP LENGTH (MAY VARY) SLOPE SHALL NOT EXCEED 8% VARIES STD. SPEC. REFERENCE 305. STANDARD DETAIL 2185-4 2% STANDARD CONSTRUCTION DETAILS ACCESSIBLE ROUTES, RAMPS AND CROSSWALKS RESIDENTIAL STREET WID R.O.W. CORNER CLIPS TEXAS lillIE5.; 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 DF 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-33 AND BE "ANTIQUE RED" COLOR. SEE STANDARD CONSTRUCllON DETAIL 2185-6. -GENERAL GUIDELINE ONLY ALL ACCESSIBLE ROUTES AND RAMPS MUST CONFORM TO A.D.A. AND T.A.S. REGULATIONS IN 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. ?i o 0::: OR AS SPECIFIED BY CITY. 2120. 6. CURB HEIGHT AND WIDTH SHALL BE 6" SEE STANDARD CONSTRUCllON DETAIL SIDEWALK (SPECIFIED WIDTH) (USUAL) 00 N. G SLOPE " ( , , , , , , , " , " MANEUVERING SPACE J"- 0% MAX SLOPE MAX. 4x4 MIN C.R. <.( 2 1:50 MAX. ~ '" o ;r:; )> ?< TYPICAL FOR ALL TREATMENTS ARE 7. ALL DIMENSIONS, SLOPE VALUES AND SURFACE SIMILAR FEATURES. TYPE. "DIAGONAL COMBINATION" THE ARE OF 8. PEDESTRIAN RAMPS SHOWN . . ~ '"' oj, ,j,. .... NON-WALKING !:?URF ACE " . . A HAVE R.O,W. SHALL THAN 72" of Gowmm.,ta t!lQlE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPllONS. A RISE GREATER THAN 6" OR A RUN GREATER NOT APPLICABLE TO CURB RAMPS. 9. RAMPS WITH HANDRAILS. North CtntrGI T..OI Coune t:[" , r STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE ACCESSIBLE ROUTES, RAMPS AND CROSSWALKS t 305. RESIDENTIAL STREET WI R.O.W. CORNER CLIPS STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY, TEXAS &2185-5 JUL '06 DATE SWL BY LOCAL EXCEPTION NEW STANDARD CONSTRUCllON DETAIL. NO. r ... ~ 1 II- u !a I 11 ~ ~ . ~ ! a j ell ~ ~ -; 1: 20 MAX. =====---================~ 1: 20 MAX. 1: 20 MAX [- . -- -- -- -~~AX---=========-------- -- SUBGRADE COMPACTED TO A DENSITY NOT LESS THAN 95% STANDARD PROCTOR DENSITY ACCESSIBLE ROUTE (LENGTH MAY VARY) SLOPE SHALL NOT EXCEED 1:20 5.00 MIN. LANDING SLOPE SHALL NOT EXCEED 1: 50 IN ANY DIRECTION ACCESSIBLE ROUTE (LENGTH MAY VARY) SLOPE SHALL NOT EXCEED 1: 20 ROLL-DOWN CURB, FLARE AND RAMP FRAME, CLASS "A" CONCRETE, FIRST POUR COLORED, STAMPED CONCRETE WITH TRUNCATED DOME SURFACE SECOND POUR STREET WITH 6" CURB ANTIQUE RED CONCRETE PAVER UNITS WITH TRUNCATED DOME SURFACE C NO. 3 BARS ON 18" CTRS. BOTH WAYS LSUBGRADE CDMPACl[D TO A DENSITY NOT LESS THAN 95% STANDARD PROCTOR DENSITY STAMPED CONCRETE (REQUIRED ) RAMP SECTION D-D N.T.S. 1 : (USUAL). STABILIZED SAND BED CONCRETE PAVERS (WITH APPROVAL) 50 NO. 3 BARS ON 1 B" CTRS. BOTH WAYS z ~ . It> TAPERED CURB AND PAVER BED CLASS "A" CONCRETE "A" CONCRETE NO. 3 BARS ON 1 B" CTRS. BOTH WAYS SLOPE ROLL-DOWN CURB CLASS A-A CONSTRUCTION JOINT SEE STANDARD CONSTRUCTION DETAIL 20S0 -:.t 0% MAX JOINT PERMITTED SECTION N.T.S. ~ o e::: 4" MAX. PER SIDE PERMISSIBLE JOINT CONSTRUCTION STAMPED CONCRETE (REQUIRED) LANDING LINE r CONSTRUCTION 4.00 MIN BEGIN S'xS' GUTTER CONCRETE PAVERS (WITH APPROVAL) B.OO TYP. RAMP LENGTH (MAY VARY) SLOPE SHALL NOT EXCEED 1: 12 S.OO MIN. LANDING SLOPE SHALL NOT EXCEED IN ANY DIRECTION VARIES VIEW C-C N.T.S. RAMP B-B 50 SECTION N.T.S. STD. SPEC. REFERENCE 305. STANDARD DETAIL &2185-6 North c..traI TIICm; COuncl of Gowmmenta ~-'\ tiQIE; STANDARDS ARE ADOPTED FROl.1 THE NCTOG STANDARD ~! DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPllONS. STANDARD CONSTRUCTION DETAILS ACCESSIBLE ROUTES, RAMPS AND CROSSWALKS RESIDENTIAL STREET WI R.O.W, CORNER CLIPS DALLAS COUNTY. TEXAS CITY OF COPPELL THE.CITV.OF COPPELL -\I-~~- * tJ-1.--- '::>-... ~~ ~ a JUL. '06 DATE SWL BY LOCAL EXCEPTION NEW STANDARD CONSTRUCllON DETAIL NO. r i 1 a- U ~ ! V ~ ~ . ~ ! o ... Ii ~ ell ~ : -; 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 .50 2. STAMPED, COLORED CONCRETE 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. CONSTRUCTION JOINT, 4 SIDES 3. SUBGRADE (MIN. REQUIREMENTS-UNLESS OTHERWISE SEE STANDARD CONSTRUCTION APPROVED BY CITY ENGINEER). SUBGRADE UNDER DETAIL 2050 ALL PAVEMENT SHAll BE INITlAll Y MIXED S" THICK EXP ANSION JOINT 0 AND RE-MIXED 6" THICK AND SHALL BE 0 STABILIZED WITH 6% MIN. BY WEIGHT OF HYDRATED LIME cxi (GENERALLY HO lBS';S.Y.) AND COMPACTED TO A DENSITY NOT R.O.W. R.O.W. lESS THAN 95% STANDARD PROCTOR DENSITY. AL TERNA TlVE SUBGRADES, SUPPORTED BY LABORATORY - - - - TESTS, MAY BE SUBMITTED TO THE CITY ENGINEER - FOR APPROVAL. 4. ALL DIMENSIONS TO BACK OF CURB AND IN FEET UNLESS OTHERWISE SHOWN. 5. THE ," SAND LAYER SHAll CONSIST OF WELL GRADED CLEAN, SHARP SAND - WITH 100% PASSING A 3/8" SIEVE SIZE AND A MAXIMUM OF 3% PASSING A NO. 200 SIEVE SIZE. THIS SAND IS MORE COMMONLY KNOWN AS MANUFACTURED CONCRETE SAND. LIMESTONE SCREENING OR SIMilAR. MASON SAND IS NOT PERM 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- 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. ~ PAVESTONE ANTIQUE RED UNI-DECOR CONCRETE 0 I Z PAVER. OR APPROVED EQUAL ,-... E TRIM FILTER FABRIC 0 EXPANSION JOINT ~ to UPON COMPLETION OF ........ I CONCRETE PAVER INST ALLA TION SEE STANDARD CONSTRUCTION I 00 00 DETAIL 2050 ........ ........ I ~ ~ EXPANSION JOINT. SEE NO. 3 BARS ON 1 B" STAMPED CONCRETE I I & STANDARD CONSTRUCTION ~ r') CTRS. BOTH WAYS SEE NOTE 2 DETAIL 2050 I <! 0 "" 0 .--;; ""To"" Ll I .--- """7r::"' "" . a::: SUBGRADE AS APPROVED~ ~Lt) :)~ ~ #3 X 12" BAR 12" O.C. 00 ZZ 12" DOWEL INTO EXISTING PAVING IN CONSTRUCTION PLANS I <(w (/)w PAVING SECTION AS APPROVED : (/) MIN. ~ 24" IN CONSTRUCTION PLANS STAMPED CONCRETE CONCRETE PAVERS MAX. (REQUIRED) (WITH APPROVAL) .. SUBGRADE AS APPROVED IN CONSTRUCTION PLANS SECTION A-A PAVING SECTION AS APPROVED IN CONSTRUCTION PLANS, 6" MIN. North Central T..aI Councl of Governmenta N.T.S FILTER FABRIC BETWEEN SAND Cf' tiQIE; STANDARDS ARE ADOPTED FRO~ THE NCTOG STANDARD LAYER AND CONCRETE , DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPTIONS. r - - - - - - STANDARD CONSTRUCTION DETAILS STD. SPEC. THE-CITY.OF REFERENCE - - - corPElL COMMERCIAL DRIVEWAY DECORATIVE PAVING 301., 303., 305 - - - ~~,~~~ STAMPED CONCRETE I CONCRETE PAVERS STANDARD DETAIL ~ ~OVE DECORAllVE PAVING TO R.O.W. SWL JUL. '06 t Y ,-' - q 2190 - - ..t ~ I> \ e. NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS r i I t ~ J 'U ~ ~ I ~ ! o I ell ~ :: -; REINFORCED CONCRETE PAVEMENT: A. ALL CURBS SHALL BE PLACED INTEGRAL OTHERWISE APPROVED BY THE CITY. CURBS SHALL MEET THE SAME COMPRESSIVE STRENGTH AS SPECIFIED FOR THE PAVEMENT. BAR LAPS SHALL BE 30 DIAMETERS. REINFORCING BARS SHALL BE SUPPORTED BY CHAIRS DEVICES APPROVED BY THE CITY. CONCRETE PAVING GENERAL NOTES WITH PAVEMENT UNLESS OTHER OR B C D IF THE ROADWAY IS A DESIGNATED BIKE ROUTE OR BIKE USAGE IS ANTICIPATED, REFER TO NCTCOG'S "REGIONAL BICYCLE AND PEDESTRIAN FACILITIES DESIGN MANUAL" 2. 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 STABILIZED WITH 6% MIN. BY WEIGHT OF HYDRA TED LIME (GENERALLY ::1:40 LBS./S.Y.) AND COMPACTED TO A DENSITY NOT LESS THAN 95% STANDARD PROCTOR DENSITY. AL TERNA TIVE SUBGRADES, SUPPORTED BY LABORATORY TESTS, MAYBE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. Dr Gowmmentl !:iQIE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. North Central 1"QI Counl 0) STANDARD CONSTRUCTION DETAILS i- ~& PAVEMENT SYSTEMS GENERAL NOTES STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY, TEXAS 2195 THE CITY.OF - -- COPPELL -I'-"""'~~ * ~~... r ;-~~o t '" "& : \ ~ q DAlE BY LOCAL EXCEPTION NO. r i 1 It u ~ ! 'ii o ~ ~ . . ~ ! o I ell ~ : -; 2" MIN - = <J Ll CURB AND GUTTER <J .....L\ , - ~ LIMITS OF EXCAVATION 12, COMPAClED FIL TER MATERIAL FIL TER MATERIAL SPECIFICATIONS PERCENTAGE RETAINED ON SIEVE TYPE A TYPE B 10 40 60 SIEVE SIZE 1/2 3/4 3/8 NO.4 MA TERIAL FINER THAN NO. 4 SIEVE 4 20 50 STD. SPEC. REFERENCE 504.,508 STANDARD DETAIL 2200 STANDARD CONSTRUCTION DETAILS SUBDRAINS PAVEMENTSUBGRADE DALLAS COUNTY, TEXAS CITY OF COPPELL o - 20 - 40 - 65 100 DAlE GROUND LINE :-\ FIL TER FABRIC z ~ in N z ~ in ~ - I. VARIABLE NEAT LINES OF PIPE M SECTION N.T.S. LIMITS OF EXCA V A TION DIST. IN FT, OUTSIDE NEA T LINES OF PIPE DEPTH OF TRENCH SUBDRAIN (FT.) o TO 6 1.00 6 TO 10 1.50 10 TO 15 2.00 OVER 15 2.50 TYPES OF PIPE ACCEPTABLE FOR USE AS SUBDRAIN - 1. PERFORATED CORRUGATED METAL PIPE. 2. PERFORATED P.V.C . PIPE. 3. PERFORATED POLYETHYLENE PIPE. - - - - - - BY --- o - 10 15 - 35 35 - 55 35 - 75 - North Central T..DI Councl or Gowrnmentl ~~', lllQlr; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ~i DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. LOCAL EXCEPTION NO. r i I It u !l J 'U ~ ~ . j ! .. j rlI ~ l -, -- - \-- L R.O.W. + <( 60' o' A - - co O. 1 TYPE 1 to N.T.S. A " - 6 60' 0' STD. SPEC. REFERENCE 301., 303. STANDARD DETAIL STANDARD CONSTRUCTION DETAILS ALLEY GEOMETRies TYPE 'A' AND TYPE 'B' THE.CITY.OF COPPELL +~~~~ ( .t " 6. : t- !> q 2210 DALLAS COUNTY. TEXAS CITY OF COPPEll DATE TYPE "8" 6 = 11' to 40' N.T.S. - - - - - - BY NOTE: 1. DIMENSIONS A,B,C AND W SHALL BE SPECIFIED ON THE PLANS IN ACCORDANCE WITH STANDARD CONSTRUCTION DETAIL 2040. North CMtraI T"QI Count. or Gowernmlnta Cf' tiQIE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD , DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. LOCAL EXCEPTION NO. r i I t u ~ I " i . ~ ! .g ! ell ~ : -, 70' to O' 60' - - -R.C 1 - - - - :co -. PA --- - - - - . f ~ lYE IN .W.- 0' :R W. - 6- \.-. ?".c. TYPE "e" 6= 41' to N.T.S. { J_R.O.W. __ CONCRETE I r-J>~~E~:NT,\"" : '- ,~ I '- " l),C> I ~- - " 0' 5' 13' ..... ~', I . ---+ y,"'" , I MINIMUM I R.O.W. " ..... \"\ \ ~ 1 40' R. ~I "\~' '-ll>-~ ~I ALTERNAY'~ I>-~ I OttR'O.W. 1 '<' \ I o /:;:, ~ \ 'L . I I a... ___1"0 _ .--1 P.C. or P.T. I in I ~ A+ I I I - ~ + <( to 90' 6= s: o ci A STD. SPEC. REFERENCE 301., 303. STANDARD DETAIL 2220 STANDARD CONSTRUCTION DETAILS ALLEY GEOMETRICS TYPE 'C' AND TYPE '0' DALLAS COUNTY, TEXAS CITY OF COPPELL THE-CITY-OF COPPELL ~~....~..^..,. .. *~ ~ ,. .'. ' . a (' .t ~ 6' ': \' I'> q ~l TYPE "D" 6 = 71. to 90' N.T.S. BY DATE <X: 0) NOTE: DIMENSIONS A,B,C AND W SHALL BE SPECIFIED ON THE PLANS IN ACCORDANCE WITH STANDARD CONSTRUCTION DETAIL 2040. of Go.mmente ~ STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPllONS. North Clntral T.OI Councl 0:) LOCAL EXCEPTION NO. r i 1. 8- ~ I " ~ ~ . . ~ ! o " ! ell ~ ~ --, 77 .6.=111' to 135' " 111 6= O' / / / -------- AL TERNA TE R.O. W. 40' R \ ,/' ) .( I / R.O.W. ~F / INVERT _ _ R.O.W. -- --- .... ---r--_.......... ,,\ ~~ ................ ~ ' " " ,() C'Q " .., h. ~o. \" ~~~)} \ \ ~(<' ''\ \ "'1\ \ I u TYPE "E' L = 91' to 110' N,T.S. I I I I / AL TERNA TE R.O.W. NOTE: DIMENSIONS A,B,C AND W SHALL BE SPECIFIED ON THE PLANS IN ACCORDANCE WITH STANDARD CONSTRUCTION DETAIL 2040. or Gowmmenta tiQIE; STANDARDS ARE ADOPTED FROl.1 THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. STD. SPEC. REFERENCE 301., 303. STANDARD DETAIL 2230 TEXAS les 'F' r i 1 It u ~ J '6 o ~ ~ Nor1l1 Central r.... Coun" · 0-' ~ \ ! j i III ~ : -; ~ TYPE H" ~ 6= 61' to 75' N.T.S. - - - - - - BY NVERT - - - - -1'- - - - - - - - -- m------>~~~~~~~t\_ ~ 1-/~2':. 15' I I ./ I : / L MINIMUM I R.O.W. I ./ 40' R. I I / I . : /I / ALTERNATE I~ I 'I::: 1 R.O.W. ~ ) ~ 7! I r-~" ~ '" I~ I I r p........................ n.. I .c: 0,. p.r. ........ J o' R.O.W._~ -- I I\--~ I .I \, ~ " 15'.-]2 ~~O. ~ '\\ - I 111" \.11 ~ \ ~ I '0 ~ \ fO \ a: I .~ ~ \ .~ \ ~ b 1- ~ "'-.\ ~ I 1 80'- ~, I n..l ", I P'CO -- ~~y . 'PC; ~7/ I 0' " + <( NVERT ------------1-------- 1-- ~t\ I I I I I I I I I I ..........1.- I ~+1 I I I I I I I BI o' <( - lD . ~ R.O.W.~_ + <( <( - - - - -. ------1------------ - >CONCR - PAVEM ---~ ~I. 15' ~13'~:~' I " r: MINIMU~ n.. 140' R. ~~ {fI U 1BO'-~ a: L _ ~_ _ or') _ P.C. or P.T. t ~ ~ .1 ~~I \. ...J~I TYPE .. <(tr - A 6= 76. to 90' BI N.T.S. tIDIE.; 1. DIMENSIONS A,B,C AND W SHALL BE SPECIFIED ON THE PLANS IN ACCORDANCE WITH STANDARD CONSTRUCTION DETAIL 2040. North Central T.~ Councl of GowmmWlta 0: !fQIE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD , DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. r STANDARD CONSTRUCTION DETAILSi- ~PkliJfE ALLEY GEOMETRieS 301., 303. TYPE 'G' AND TYPE 'H' STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY. TEXAS 2240 THE-CITY OF COPPELL ~~~~~ .r.... 6 \" DATE LOCAL EXCEPTION NO. r i I It u ~ I ... i j, ! D ... ! ell ~ ~ , -.L_R~O. W. ,- ~ <( <( ---------------------T---------------------------- I >-CONCRETE I ~ PAVEMENT1'\- I I I 5' 0' J' 6 = 45' to N.T.S. TYPE DIMENSIONS A,B,C AND W SHALL BE SPECIFIED ON THE PLANS IN ACCORDANCE WITH STANDARD CONSTRUCTION DETAIL 2040. NOTE: 1. STD. SPEC. REFERENCE 301., 303. STANDARD DETAIL 2250 STANDARD CONSTRUCTION DETAILS ALLEY GEOMETRies TYPE 'J' DALLAS COUNTY. TEXAS CITY OF COPPELL THE.CITY-OF - - corPELL ..~~' *~~i:' Jf- ,.. , "" -. c l" . " q .f ... 6 ' & BY LOCAL EXCEPTION r ... I 1. t u ~ J 'I ~ ~ North Control T... CoIlnd of Gowrnm..1o ~ if/IitIfi..~\ tiQJI; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ! =~! DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. a I = ell ~ - !It - Q; NO. -, --- ~I ~- 0 4 I ~ :71- - --- ~ R PROPOSED R.O.W. PROPOSED R.O. w. STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE ALLEY INTERSECTION 301.,303. CONNECTION OF PROPOSED TO EXISTING STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY, TEXAS 2260 REMOVE " PVMT. EA. SIDE A T PROPOSED INTERSECTION R.O.W.~ --- . - ---- ----- - -;-;rz: - z (~~i,~:~ ~///////////~ .- 0 4 EXIST. CONCRETE ALLEY PVMT. . ~ :::; / / / / / / ) / / / / / / / / - =:t --- - ",,-= PROPOSED CONCRETE R.O.W. ALLEY PAVEMEN:/~ I , , , ~I , , 0' 5' 0.. "\ ;:.j ji //' 51 , '" \ " /~ t.!~ \ "-I 1800-" "~ r -'- PCo,' L_.L.____ P.C. or P.T. I I I INVERT ~ NTERSECTION OF PROPOSED ALLEY WITH EXISTING ALLEY PAVEMENT - N.T.S. DATE BY NOTE: GEOMETRICS OF PROPOSED ALLEY SHALL BE SHOWN ON THE PLANS IN ACCORDANCE WITH TYPE "G", "H", OR "J" of Govemm..lI MQIr; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. LOCAL EXCEPTION North Central r"l1I Coune 1"fI.'-', ~ NO. r ... ~ I It u ~ ! 'U ~ ~ . ! I III ~ ~ "'1 FOR METAL BEAM GUARD RAIL AND BARRICADE DETAILS, SEE LATEST TEXAS DEPARTMENT OF TRANSPORTATION GUIDELINES North Centrcl T.III COImel of Gowmmtntl ~\ ~ STANDARDS ARE ADOPTED FROl,1 THE NCTOG STANDARD ; DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. STANDARD CONSTRUCTION DETAILS STD. SPEC. THE.CITY'OF REFERENCE COPPELL METAL BEAM GUARD RAIL 801. ...~4'. AND BARRICADE STANDARD DETAIL r - - _ _ - - Q < . , 2270 ..\' A. 6 . \!!l NO. LOCAL EXCEPTION BY DATE CITY OF COPPEll DALLAS COUNTY, TEXAS r i 1 8- u ~ I 'U ~ ~ . ~ ! .. I ell ~ ~ --1 FOR TRAFFIC CONTROL AND SIGNAGE DETAILS, SEE LATEST TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (T.M.U.T.C.D.) North Centrg T..OI Councl of Gowmmenta 0:\ MQ]I; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ; DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPllONS. STANDARD CONSTRUCTION DETAILS STD. SPEC. THE-CITY.OF REFERENCE: corrELL TRAFFIC CONTROL 801. ~~~~ AND SIGNAGE STANDARD DETAIL r .' , . Cl l: ,~ q 2280 .t A ... \ " NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS r i I It- u ~ ~ " ~ ~ . !. ! o J ell ~ ~ -, SAWED LONGITUDINAL CONTRACTION JOINT ON PAVEMENT LESS THAN 8" THICK. KEY WAY CONSTRUCTION JOINT ON PAVEMENT WITH THICKNESS OF 8" OR GREATER. SEE STANDARD CONSTRUCTION DETAIL 2050. CD OVERHEAD OBSTRUCTION ----------- w U Z ~ ~ ~ ::::> ~ ~ w 1.5' z -l U ~ -l 24' MIN. FIRE LANE WITHIN TYP. ~ : 0.: .v U lD>- DEDICA TED FIRE LANE EASEMENT .- F f- ~ f 1: 50 MIN. SLOPE TOWAR ~ - DRAINAGE STRUCTURE ..a...... --" _ _._......._......~-~ to NO.3 BARS AT SUBGRADE 18" O.C.E. W. SEE NOTE 3 & 24' FIRE LANE (LOCA TED OUTSIDE OF PARKING AREA) N.T.S. OVERHEAD OBSTRUC~ON ----------- FIRE LANE GENERAL NOTES: 1. MINIMUM FIRE LANE WIDTH SHALL BE 24' CLEAR (FACE OF CURB TO FACE OF CURB) WITH NO HORIZONTAL OBSTRUCTIONS. 4'-0" FIRE LANE SHALL INTERSECT WITH A DEDICATED PUBLIC STREET RIGHT OF WAY. FIRE LANES OVER 150' IN LENGTH SHALL INTERSECT WITH A PUBLIC STREET AT EACH END OF THE FIRE LANE, OR TERMINATE IN A CONFIGURA~ON SHOWN ON STANDARD CONSTRUCTION DETAIL 2310. VERTICAL CLEARANCE SHALL BE MINIMUM FIRE LANE 2. 3. FIRE LANE SHALL BE STRIPED AND LETTERED AS SHOWN IN STANDARD CONSTRUCTION DETAIL 2320. FIRE LANE AND WATER LINE WITH FIRE HYDRANTS SHALL BE COMPLETED PRIOR TO ANY BUILDING CONSTRUCTION. FIRE LANE SHALL BE UNOBSTRUCTED AND AVAILABLE FOR USE BY THE FIRE DEPARTMENT DURING BUILDING CONSTRUCTION. 4. 5. l' TYP PARKING AREA WIDTH VARIES 24' MIN. FIRE LANE WITHIN DEDICA TED FIRE LANE EASEMENT 1: 50 MIN. SLOPE TOWARD DRAINAGE STRUCTURE w~ f- w U Z ~ ~~ ::::>~ ~w - -l ~u ~-l . ~ vu '-F ll:: ~ NOTES: 1. MIN. PAVEMENT STRENGTH SHALL CLASS "CO, OR AS SPECIFIED BY CITY. NOT 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). SUB GRADE 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 LESS THAN 95% STANDARD PROCTOR DENSITY. AL TERNA TlVE SUBGRADES, SUPPORTED BY LABORATORY TESTS, MAY BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. . z 11)- ~ SUBGRADE SEE NOTE 3 NO.3 BARS AT 18" O.C.E.W. . lD 4. PAVEMENT SURFACE FINISH SHALL BE TRANSVERSE TO TRAFFIC LANES AND SHALL BE BAKER BROOM FINISH UNLESS OTHERWISE SPECIFIED BY CITY. & 24' FIRE LANE WITH ADJACENT PARKING AREA N.T.S. North Central T..OI Coune. of GowmmWltl /fIIIti..-'~ tfQlE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ~; DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. STANDARD CONSTRUCTION DETAILS t STD. SPEC. R~FER~NCE FIRE LANE AND PARKING LOT 301.,303. REINFORCED CONCRETE PAVEMENT STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY. TEXAS 2290 THE.CITY OF COPPELL +~~~ * ~fi:""!ti'''f ~~' r ~ of" 6 \ JUL. '06 DATE SWL BY LOCAL EXCEPTION +CHANGED BAR SPACING FROM 24" TO 18" NO. r i 1. t u ~ i o ~ ~ . . I I III ~ ~ -, 5. ALL DIMENSIONS TO BACK OF CURB AND IN FEET UNLESS OTHERWISE SHOWN 6. FOR TRANSVERSE JOINT SPACING, SEE STANDARD CONSTRUCTION DETAIL 2060. = W O(/) 0 W = Ck:: in(/) w::> = Ck:: ~o ::> u wo o...u 0... >- = 0 I-w NI- 0 (/) t=t w '0 ~<( :::!:Ck:: ~ olD lD::> (/) OVERHEAD OBSTRUC1l0N ----------- 1.5' TYP. 24' MIN. FIRE lANE WITHIN DEDICA TED FIRE LANE EASEMENT SUBGRADE SEE NOTE 3 m~ I- lD w u z <( :::!:Ck:: ::><( :::!:w - -.l ~u :::!:-.l o <( vu ~F Ck:: w > P A VI N G DE TAl L ASPHALT FIRE LANE N.T.S. w = (/) olD Ck:: o ::> wo ~u I-w (/) = <( NlD = W O(/) = Ck:: w::> ~8 1-0... = 0 NI- 24' FIRE LANE (LOCA TED OUTSIDE OF PARKING AREA) N.T.S. 1. MINIMUM FIRE LANE WIDTH SHALL BE 24' CLEAR (FACE OF CURB TO FACE OF CURB) WITH NO HORIZONTAL OBSTRUCTIONS. 2. MINIMUM FIRE lANE VERTICAL CLEARANCE SHALL BE 14'-0" 3. FIRE LANE SHALL INTERSECT WITH A DEDICATED PUBLIC STREET RIGHT OF WAY. FIRE LANES OVER 150' IN LENGTH SHALL INTERSECT WITH A PUBLIC STREET AT EACH END OF THE FIRE LANE, OR TERMINATE IN A CONFIGURATION SHOWN ON STANDARD CONSTRUC1l0N DETAIL 2310. 4. FIRE LANE SHALL BE STRIPED AND LETTERED AS SHOWN IN STANDARD CONSTRUCTION DETAIL 2320. 5. FIRE LANE AND WATER LINE WITH FIRE HYDRANTS SHALL BE COMPLETED PRIOR TO ANY BUILDING CONSTRUCTION. FIRE LANE SHALL BE UNOBSTRUCTED AND AVAILABLE FOR USE BY THE FIRE DEPARTMENT DURING BUILDING CONSTRUCTION. 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. w '0 z<( -Ck:: :::!:~ ~~ (/) ASPHALT PARKING LOT PAVING DETAIL N.T.S. OVERHEAD OBSTRUCTION ----------- ,. TYP PARKING AREA WIDTH VARIES SEE DETAil 24' MIN. FIRE lANE WITHIN DEDICA TED FIRE lANE EASEMENT = 0... lD>- I- SLOPE TOWARD STRUCTURE SUBGRADE SEE NOTE 3 . lD w u z <( :::!:Ck:: ::><( :::!:w -...J ~u :::!:...J - <( Vu ~F Ck:: w > 3. SUBGRADE (MIN. REQUIREMENTS-UNLESS OTHERWISE APPROVED BY CITY ENGINEER). SUBGRADE UNDER ALL PAVEMENT SHALL BE INlnALL Y MIXED 8" THICK AND RE-MIXED 6" THICK AND SHALL BE STABILIZED WITH 6% MIN. BY WEIGHT OF HYDRATED LIME (GENERALLY :f:40 LBS./S. Y.) AND COMPACTED TO A DENSITY NOT LESS THAN 95% STANDARD PROCTOR DENSITY. AL TERNA TlVE SUBGRADES, SUPPORTED BY LABORATORY TESTS, MAY BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. PAVEMENT SURFACE FINISH SHALL BE SMOOTH AND UNIFORM. EACH PAVING COURSE SHALL HAVE A DENSITY OF NOT LESS THAN 95% OF THE STANDARD DENSITY ESTABLISHED BY THE TEXAS DEPARTMENT OF TRANSPORTATION BULLETIN C-14. ALL DIMENSIONS 4. 5. 6. SHOWN TO BACK OF CURB AND IN FEET UNLESS OTHERWISE JOINT SPACING, SEE STANDARD CONSTRUCTION 7. ASPHALT PAVING IS PERMITTED ONLY WITHIN THE HISTORIC OVERLA Y 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 OVER LA Y ZONING DISTRICT. ADJACENT PARKING AREA N.T.S. FIRE LANE WITH 24 of Gowmm..ta ~ STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPllONS. North Central lex.,. Counc CE' , r STD. SPEC. REFERENCE 301., 303., 305. STANDARD DETAIL 2300 STANDARD CONSTRUCTION DETAILS FIRE LANE AND PARKING LOT HOT-MIX ASPHALTIC CONCRETE PAVEMENT THE.CITY-OF COPPELL -I'-~~~ *c""~-I'- ~ q . . , DALLAS COUNTY, TEXAS CITY OF COPPELL DAlE BY LOCAL EXCEPTION NO. r i 1. It u ~ ! 0;; o ~ ~ . ~ ! o " J ell ~ ~ FOR TRANSVERSE DETAIL 2060. -, & ~ .30' ~ W Z <( ..-J W (Y LL 24' MIN. F-F & ~ 4 ~ = PUBLIC STREET - TYPE "8" TURNAROUND - N.T.S. 75' MIN. 75' MIN. -vlZ N- ~ ~o t.')~ Zi.J.. ~o W(f) Z(f) <l:W -1U X ww 0:: i:i:~ w z <( --.J W n::: LL 24' MIN F-F & PUBLIC STREET ~ ALL DIMENSIONS ARE TO FACE OF CURB. - TYPE "A TURNAROUND North CwItra1 1..01 Councl of Gowmmentl - - Cf' N.T.S. !fQIE; STANDARDS ARE ADOPTED FRO~ THE NCTOG STANDARD . DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPllONS. r STANDARD CONSTRUCTION DETAILS t sro. SPEc. REFERENCE FIRE LANE AND PARKING LOT TYPE "N AND TYPE "B" TURNAROUND STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY, TEXAS 2310 THE.CiTY.OF COPPEll 'I'-~~~ * 'M.~4'1f r ;~~~o , . JUL '06 DATE SWL BY LOCAL EXCEPTION ADD F-F TO DI~ENSIONS. NO. r i I a- u ~ ~ ... i . ~ ! D J III ~ l --1 TRANSITION MARKING TO CURB FACE, TYP ~t.I:1J;l ~~ I ~ (rl ;, . . ^ STANDARD CONSTRUCTION DETAILS t ~l'1E,fbffE FIRE LANE AND PARKING LOT 804. FIRE LANE MARKING STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY, TEXAS 2320 PARKING AREA TYP FIRE LANE 5' FIRE LANE MARKING ON PAVING SURFACE WHEN CURB IS NOT ADJACENT TO FIRE LANE CURB A 5' TYP. - .4 .6_" SECTION A-A FIRE LANE MARKING - N.T.S. CURB FIRE LANE MARKING ON FACE OF CURB WHEN CURB IS ADJACENT TO FIRE LANE 63251 NOTES: PAINT: o. STRIPE SHALL BE 6" INCHES WIDE PAINTED WITH AN EXTERIOR ACRYLIC LATEX PAINT. COLOR SHALL BE "TRAFFIC RED" GLIDDEN NO. OR APPROVED EQUAL. LETTERS SHALL BE FOUR (4) INCHES HIGH WITH THE WIDTH OF STROKE AT LEAST 1/2" PAINTED WITH AN EXTERIOR ACRYLIC LATEX PAINT. COLOR SHALL BE "TRAFFIC WHITE" GLIDDEN NO. 563245 OR APPROVED EQUAL. APPLlCA TION: o. STRIPE MAYBE BRUSHED OR SPRAYED, ONE COAT TO FINISH. b. LETTERS SHALL BE STENCIL FORMED, BRUSH APPLIED AND SPACED AS SHOWN. b. 1. 2. Df Gowmmeng ~ STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. North Central T... Coun 0) THE.CiTY-OF COPPELL Jf"""-a.~ ~Jf ~~~~qO "' . DAlE BY LOCAL EXCEPTION NO. r i I a- u ~ J 'ii o ~ ~ . !. ! o J III ~ : -; STANDARD CONSTRUCTION DETAILS t SlD. SPEC. REFERENCE POURED CONCRETE BASE 303., 806. BOLLARD AND SIGN POST STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY. TEXAS 2330 1.7S"x1.7S"x12" BREAK-A-WAY SECTION FASTENED AT BOTH ENDS WITH CORNER BOLTS SO SLOPE PAVING 1---, I I(PROPOSED SIGN ATTACH WITH I DRIVE RIVETS L_ _~ 2"x2"x2' TELESPAR POLE OR APPROVED EQUAL CONCRETE SIGN POST AND BASE N.T.S. " I. 6" ~I 2"x2"x12' TELESPAR POLE OR APPROVED EQUAL THE.CITY.OF -- -- COPPELL -I'-~~~ * ~~.lf r~ '~~qa in ~ o N z ~ r-.. DAlE BY /2" in N 0 rri 2000 PSI - - - PIPE DIA. + 12" PIPE BOLLARD AND BASE N.T.S. tiQIE; FOR SIGNAGE DETAILS, SEE LATEST TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES n.M.U.T.C.D.). North Central T..aI Coune' of Gowmmenta cr' I:iQIE: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD . DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPllONS. r FILL PIPE WITH 2000 PSI CONCRETE. CROWN CONCRETE AND STEEL TROWEL FINISH Vl Z 0<1: W-l Li::o... UZ W- 0... VlO Vl~ <1:0 0:: 0::0... 00... <I: 1')0 Z <I: LOCAL EXCEPTION PAINT BOLLARD WITH TWO COATS ICU DEVOE HIGH PERFORMANCE YELLOW GLOSS ENAMEL. 6" x .280 WALL (SCH 40) STEEL PIPE, OR AS SPECIFIED AND APPROVED IN PLANS 1: 50 5 OUT OF PAVING NO. r i 1 t u ~ ~ ... o ~ ~ . . ~ ! o J III ~ l , PAVEMENT SYSTEMS TESTING REQUIREMENTS 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. 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. 2 3. 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 0698 CONTENT. ABOVE OPTIMUM MOISTURE (2000) FOOT LOOSE LIFT PER TWO THOUSAND (%) PERCENT ( 4) MATERIAL SHALL BE FROM OPTIMUM MOISTURE CONTENT TO PLUS FOUR (1 ) TESTS PER ONE (3) THE MINIMUM FREQUENCY OF DENSITY TESTING SHALL BE THREE SQUARE YARDS OF SURFACE AREA MOISTURE CONTENT OF THE 5 6 ORIGINAL TEST LOCATION 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) BE PERFORMED AT THE RETESTING OF MATERIALS SHALL 7 8 YARDS UPON COMPLETION OF THE WORK AND BEFORE FINAL ACCEPTANCE/FINAL PAYMENT SHALL BE MADE, PAVEMENT THICKNESS TESTS MAY BE CONDUCTED A T THE DISCRETION OF THE CONSTRUCTION INSPECTOR. IF REQUIRED, THE NUMBER OF CORES FOR THICKNESS VERIFICATION SHALL BE BASED ON THREE (3) CORES FOR EVERY TWO THOUSAND (2000) SQUARE YARDS OF PAVEMENT SURFACE AREA, OR ANY PART THEREOF. SQUARE 9 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 (3) 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. 11 TEM 303.8 WITH NCTCOG N ACCORDANCE N CONCRETE THICKNESS OR STRENGTH SHALL BE HANDLED North c.,tral r..OI Councl- or Governmenta ~-\ t:iQIE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ~J DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. STD. SPEC. REFERENCE STANDARD CONSTRUCTION DETAILS PAVEMENT SYSTEMS TESTING REQUIREMENTS STANDARD DETAIL 2340 DALLAS COUNTY, TEXAS CITY OF COPPELL THIIL.CITY.OF COPPEll -I'~~~~.".* t:r'.'... ,. - - _ -. Cl t- - q .t -\ 6 . \ t. DAlE BY LOCAL EXCEPTION NO. r j 1. ll- u ~ :I i ~ ~ . !. ! .. j ell ~ ~ --j O. ANY DEFICIENCIES SELECT OR GRANULAR MATERIAL COMPACTED TO 90% STANDARD PROCTOR DENSITY DENSITY. SUITABLE NATIVE MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY /2 Bc 2000 PSI PLAIN OR REINFORCED CONCRETE. (f) W 0::: <X: > COMPACTED 3/4" CRUSHED UMESTONE SUITABLE NATIVE MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY /4 Be N ROCK 1/4 Be 3" MIN. 6" MIN 1/4 DIA. 3" MIN. 6" MIN. IN ROCK CONCRETE CRADLE (2000 PSI CONC.) " " 2000 PSI CONCRETE CA PLAIN CONC. LF 2.8 REINF. CONC. LF 3.4 P=O.4% REINF. CONC. LF 4.8 P=1.0% N.T.S. A 2000 PSI CONCRETE CRADLE PLAIN CONC. LF 2.8 REINF. CONC. LF 3.4 P=O.4% " CLASS 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 SANITARY SEWER MAINS ALL WATER MAINS WIRE, A WG #12, SHALL BE PLACED OVER THROUGH VALVE STACKS. CLASS "A" AND "A-1" 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. of Gowmmentl tiQ1E; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPllONS. 8. STANDARD CONSTRUCTION DETAILS THE-CITY.OF COPPELL ..~~... .. * tJ~/J#'..,. , '...r~~. t' C. q k A. 6 \ \'I r i I t u ~ ~ ... o ~ ~ North CentrGI T.... Cclun, · Cf' ~ " ! ! o I ell ~ ~ "1 PLACED OVER ALL SHALL BE TRACER TAPE BLUE TRACER AND ROUTED GREEN 6. 7. SAND SUITABLE NATIVE MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY FIL TER FABRIC BETWEEN- ~ a::U SAND LAYER AND CRUSHED STONE LAYER . we:: to f-m AND 6" UP TRENCH SIDE ::::!4; lL.lL. 16. MIN ~~( ! MIN., ryp COMPACTED 3/4" BELOW PIPE CRUSHED LIMESTONE STORM DRAIN EMBEDMENT - N.T.S. North Central T..~ Coune. of GcwemmMU :JI/I1fI.~':. tiQIE; STANDARDS ARE ADOPTED FROt.1 THE NCTOG STANDARD ~! DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPllONS. STANDARD CONSTRUCTION DETAILS i- sm. Sp[C. REFERENCE EMBEDMENT 508. STORM DRAIN STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY, TEXAS 3020 DAlE BY LOCAL EXCEPTION NO. r i I. 8- u ~ ! 'U ~ ~ ;. ! D " ! ell ~ ~ -1 SUITABLE NA TlVE MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY ~ 6" MIN. BELOW PIPE TYP SAND/FREE FLOWING GRANULAR MATERIAL MIN. STANDARD CONSTRUCTION DETAILS EMBEDMENT WATER MAIN MAIN EMBEDMENT (UNLESS MODIFIED BY APPROVED CONSTRUCTION PLANS) N.T.S. THIIi::.CITY.OF - - corrEll ~~~*.~~-\< ~&q WA TER MAINS PLACED OVER ALL TO TOP OF PIPE. ~OTES: 1. BLUE TRACER WIRE, AWG #12, SHALL BE AND ROUTED THROUGH VALVE STACKS. LINE North Central T"uII Councl or Gowmm...ta ifJ1Itti..-\ tfQIE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ~; DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. S 42 MINIMUM COVER WATER 2. -; (f) w ii: ~ - 6" MIN. UNDER PIPE MIN., TYP SANITARY SEWER LINE EMBEDMENT (UNLESS MODIFIED BY APPROVED CONSTRUCTION PLANS) N.T.S. ~ 1. GREEN TRACER TAPE SHALL BE PLACED OVER ALL SANITARY SEWER MAINS. LIMESTONE SUITABLE NATIVE MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY 3/4"CRUSHED North Central T..aI Councl of Gowmmen'll if/JtfI..-,.~. ~ STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ~; DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPllONS. STD. SPEC. REFERENCE 504., 507. STANDARD DETAIL 3050 STANDARD CONSTRUCTION DETAILS EMBEDMENT SANITARY SEWER DALLAS COUNTY. TEXAS CITY OF COPPELL DATE BY LOCAL EXCEPTION NO. r ... ~ I It o ~ ! ~ ~ = !-- ! D I <II ~ : -, MIN 2000 PSI CONC. BACKFILL OR STABILIZED BACKFILL AS SPECIFIED ON PLANS. 1/4 D 4" MIN 6" MIN N ROCK SUITABLE NATIVE MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY L N CREEK 2000 PSI CONC. CAP - - <? <? o o o <? Bd CONC. 4- MIN. OVER TOP OF BELLS. 1/4 D 4" MIN 6" MIN CLASS "G-1" (FOR ROCK DITCHES IN CREEKS) N.T.S, - STANDARD CONSTRUCTION DETAILS t SID. SPEc. REFERENCE EMBEDMENT 303., 504. CLASS RG" AND RG-1" STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY, TEXAS 3060 N ROCK 0 MIN., TYP Bd CLASS "G - N.T.S. Vl W c:: <( > 2000 PSI 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. North CtntJ'd TewDl Coune. of Go\lemm..ta 0:' t!QIE; STANDARDS ARE ADOPTED FROl.1 THE NCTOG STANDARD r DRAWfNGS DATED NOV. '96, WITH LOCAL EXCEPllONS. DATE BY LOCAL EXCEPTION NO. r i '1 a- u ~ I ... ~ ~ . f ! D ! ell ~ : -; #3 BARS AT lB" CIC ~ MAXIMUM WIDTH EACH WAY UNLESS (SEE NOTE) / 1 1/2" HOT MIX ASPHALTIC OTHERWISE SPECIFIED #3 BARS AT 18" CIC WEARING SURF ACE BY CITY. EACH WAY UNLESS MAXIMUM WIDTH ON TACK COAT OTHERWISE SPECIFIED (SEE NOTE) l CONSTRUCTION JOINT, ALL SIOES~ EXISTING PAVING BY CITY. SEE STD. DETAIL 2050 AND R8NFORCEMENT EXISTING ASPHAL SURFACE I" l:I o l:I l:I ~ W l\ <7 Ii'. <i' SAWED JOINT 0: <7 e e. l:I -< ;; (TYPICAL) ;; <i' <i' 0 ;; > I 1 - ,. -0" 6" CLASS "P1" REPLACED CONCRETE 1'-0" ,. -0" EXISTING SUBGRADE - 0- CONCRETE TO BE 6" THICK UNLESS ~ I UNLESS ::: MINIMUM; CLASS "P1" WITHIN 3' WITHIN 3' EXISTING SUBGRADE OF JOINT OF JOINT FIRM TRENCH WALL- FIRM TRENCH WALL- - - UTILITY -UTILITY , F ~ - FLOWABLE FILL, SEE NOTE 2 F - FLOWABLE FILL, SEE NOTE 2 -- -FIRM TRENCH WALL I' lD lD I 6" MIN. I 6" MIN. i<-> 12 MAX., TYP i<-> 12 MAX., TYP ASPHALT PAVEMENT CONCRETE PAVEMENT N.T.S. CONSTRUCTION JOINT SHALL CONFORM TO CITY OF COPPELL STANDARD CONSTRUCTION DETAIL 2050 N.T.S. #3 BARS AT lB" CIC ~ WIDTH = WIDTH OF FAILURE + l' PER SIDE EACH WAY UNLESS OTHERWISE SPECIFIED UNLESS WITHIN 3' OF AN EXISTING JOINT BY CITY. CONSTRUCTION JOINT, ALL SIOES~ EXISTING PAVING SEE STD. DETAIL 2050 AND R8NFORCEMENT [~ l\ 0 e e . r 0 I NOTES: "[ 1. FLOWABLE FILL SHALL CONTAIN A MINIMUM OF 2 SACKS CEMENT PER C.Y. &- ~2. CONSTRUCTION JOINT SHALL CONFORM TO CITY OF COPPELL REPLACED CONCRETE u ~ STANDARD CONSTRUCTION DETAIL 2050 TO BE 6" THICK & CONCRETE PAVEMENT REPAIR I MINIMUM: CLASS "P1" EXISTING SUBGRADE ... 0 ~ CONSTRUCTION JOINT SHALL CONFORM TO CITY OF COPPELL STANDARD CONSTRUCTION DETAIL 2050 North Central fllal Councl of Govemmenll N.T.S. . cr' ~ lfQIE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ! r DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. - - - STANDARD CONSTRUCTION DETAILS STD. SPEC. a - - - REFERENCE ... ! - - - PAVEMENT CUTS 303.,402.,504 ,. ell ~ MODIFY NOTES 1 AND 2. SWL JUL '06 REMOVAL AND REPLACEMENT STANDARD DETAIL - ~ ADD PAVEl.1ENT REPAIR DETAIL. SWL JU L. '06 3070 ~ - - NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS -; rFACE OF PIT FILL ANY ANNULAR VOID / BETWEEN CASING PIPE AND BORE WITH PRESSURIZED 8 SACK NON-SHRINK GROUT BORE l' 2' FROM BACK OF CURB OR AS SPECIFIED BY CITY CONCRETE ROADWAY 'l I I I EXISTING ASPHALT ROADWAY EDGE OF PAVEMENT SPECIFIED BY CITY OF BORE PIT ~ FILL ANY ANNULAR VOID~ BETWEEN CASING PIPE AND \ BORE WITH PRESSURIZED NON SHRINK GROUT FACE SEAL CASING PIPE END TO CARRIER PIPE WITH RESILIENT BOOT /~0..V0..V :-..~~'> .7/),>>:.0~~.6:\/ CARRIER PIPE !~%~~iII F~:: &%~~\\\\\~~~" PIPE BEGIN SPECIFIED EMBEDMENT A - & CASING PIPE SPACING SHALL BE 5' OR IN ACCORDANCE WITH MANUFACTURER'S PRODUCT SPECIFICA TIONS SEAL CASING PIPE END TO CARRIER PIPE WITH RESILIENT BOOT .. INSTALL CASING PIPE BY DRY BORE OR JACKING "" EMBEDMENT SPECIFIED 'If! CARRIER PIPE STD. SPEC. REFERENCE 501., 503.,509 STANDARD DETAIL 3090 STANDARD CONSTRUCTION DETAILS ENCASEMENT CITY OF COPPELL DALLAS COUNTY, TEXAS ROADWAY CROSSING BORE SECTION A-A NTS CASING PIPE THE-CITY.OF corp ELL .~~~ * ~~.f. ,~ .~c .r '" 6 ' ~ TYPICAL ROADWAY SECTION tilS JUL. '06 DAlE SWL BY NOTES: 1. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED. 2. BORE DIAMETER SHALL BE SAME SIZE AS CASING PIPE r OUTSIDE DIAMETER. i 3. NON SHRINK GROUT SHALL CONTAIN A MINIMUM OF I 8 SACKS CEMENT PER c.~ It u ~ ~ ... 0 i North Central r.G1 Counc. of GowmmMtI . . 0) ~ tiQIE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD . DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. ! - 0 - ... J - - ell ~ ~ ADD 5' DIMENSION. :: NO. LOCAL EXCEPTION -, (1) 3" GRAY PVC ELECTRICAL CONDUIT BURY DEPTH 2'-3' BELOW TOP OF SUBGRADE. LOCATE IN CENTER OF MEDIAN. ELECTRICAL CONDUIT ENDS SHALL BE TURNED UP AND CAPPED TO A HEIGHT 1'-2' ABOVE FINISHED GRADE AT DESIGNATED STREET LIGHT LOCATIONS TYP (1) EACH 2" & 4" WHITE PVC IRRIGATION SLEEVE BURY DEPTH 1'-2' BELOW TOP OF SUBGRADE. SLEEVE END SHALL EXTEND A MINIMUM OF 2' BEYOND THE EDGE OF PAVING. IRRIGATION SLEEVE ENDS SHALL BE TURNED UP AND CAPPED TO A HEIGHT 1'- 2' ABOVE FINISHED GRADE. LOCA TlON TO BE DETERMINED BY DESIGN ENGINEER 2' MIN I I L I I ~ R.o. w: :.:;r- - -l . I 3: o c:: R.O:....W:....~ _ _ (1) 4" GRAY PVC ELECTRICAL CONDUIT BURY DEPTH 1'-2' BELOW TOP OF SUBGRADE LOCA TE AT CURB RETURN. TERMINA TE IN A TYPE "A" GROUND BOX 2' FROM BACK OF CURB STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE GENERAL UNDERGROUND CONDUIT 805. RRIGATION SLEEVING AND ELECTRICAL CONDUIT I STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY, TEXAS 3095 DAlE BY NOTES: TYPICAL INTERSECTION 1. RED MARKER TAPE SHALL BE ATTACHED TO THE ENDS tilS 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. 3. A NYLON CORD SHALL BE PLACED IN ALL CONDUIT UNDER r PAVEMENT. CORD SHALL EXTEND A MINIMUM OF l' FROM i THE CONDUIT END. I 4. ALL PIPE JOINTS SHALL BE SOLVENT WELDED. &- u ~ 5. ALL CONDUIT/SLEEVING SHALL BE SCHEDULE 40. I ... 0 ~ ~ North Centra T..DI Councl or Gcwemmtntl . . cr' ~ t:mIE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD . , DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. ~ r - - - - ... ! - - - - ell a; - - ~ - - NO. LOCAL EXCEPTION -1 GENERAL UNDERGROUND CONDUIT GENERAL NOTES AND TESTING 1. CONDUIT SHALL NOT BE PLACED WHERE IT IS LIKELY TO BE DAMAGED. North (MItral 1..1:1I Councl or Gowmmanta t:[' ~ STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD r DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. STANDARD CONSTRUCTION DETAILS STD. SPEC. THi:.CITY.OF REFERENCE COPPELL GENERAL UNDERGROUND CONDUIT '~ STANDARD DETAIL +~. * . ... GENERAL NOTES AND TEST I NG l' . - _ a < . q 3100 .r '" li . \ tI NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS r i I It u ~ J 'ii ~ ~ . f I ell ~ : -1 A = 11.25' A= 22.50' EARTH ROCK EARTH ROCK I.D. G THRUST A B VOL. A B VOL. I.D. C 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 0.3 1.5 1.5 0.1 16,18 0.8 5.0 2.0 2.5 0.3 1.5 2.0 0.2 16,18 1.6 9.9 3.0 3.5 0.6 2.0 2.5 0.3 20 0.9 6.2 2.0 3.5 0.4 1.5 3.0 0.3 20 1.B 12.3 3.5 3.5 0.7 2.0 3.0 0.4 24 1.1 B.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 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 O.B 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 3.8 40.5 7.0 6.0 3.9 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 B4 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 B.7 211.7 15.0 14.5 41.2 10.0 11.0 21.8 TABLES OF DIMENSIONS AND QUANTITIES STANDARD CONSTRUCTION DETAILS t S1D. SPEc. THE.CiTY.OF' REFERENCE COPPELL HORIZONTAL THRUST BLOCK 303.,502. '\<~~~~~ AT PIPE BEND STANDARD DETAIL r (' ' ~. . ~ ',' q a .t.... 6 . \" 4010-1 CITY OF COPPELL DALLAS COUNTY, TEXAS DAlE \> \> JOINT A 0 A L I> ~j '-' l::" l::,,~ !.D. T 11.25' 22.50' E 0 I (IN.) (IN.) (FT.) (FT.) (FT.) 4,6,8 0.4 1.5 1.5 0.9 - - <J THRUST 10,12 0.5 1.5 1.5 1.2 - - - 16,18 0.6 1.5 1.5 1.6 0 - - 20 0.7 1.5 1.5 1.8 - PIPE JOINT - - , ~ 24 0.9 1.5 1.5 2.1 - - 30 2.9 1.5 1.9 2.6 i - - 36 4.5 1.5 2.3 3.3 - - PLAN 42 5.0 1.8 2.6 3.8 - - 48 5.5 2.0 3.0 4.3 N.T.S. "\ - - 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 TYPICAL - - TRENCH WIDTH -.l!L 7.5 3.3 4.9 6.7 Bd 84 B.O 3.5 5.3 7.2 90 8.5 3.8 5.6 7.7 96 9.0 4.0 6.0 8.2 - i (D ~ 0 ~ c:i - &' :, ... . f- 'i REFER TO t l' STD. DWG. No. 4040 u ~ FOR GENERAL NOTES. J C SECTION A-A ;; 0 ~ N.T.S. ~ North Centrat r..OI Councl of Gowmmlnta . . Ci' ~ tiQ1r; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD . ; DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. ! r - - 0 - - ! - - - - III ~ - - : - - NO. LOCAL EXCEPTION BY -; 6 = 30' 6 = 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.) 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 0.3 2.0 1.5 0.2 10,12 2.2 8.7 3.5 2.5 0.5 2.0 2.5 0.3 16,18 2.2 13.2 3.5 4.0 0.8 2.5 3.0 0.4 16,18 3.2 19.5 4.5 4.5 1.2 3.0 3.5 0.6 20 2.4 16.3 4.5 4.0 1.0 3.0 3.0 0.5 20 3.6 24.1 5.5 4.5 1.5 3.5 3.5 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 36 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 5.3 6.5 4.5 2.6 42 5.1 53.8 8.0 7.0 5.1 5.5 5.0 2.5 42 7.5 79.6 11.5 7.0 B.1 B.O 5.0 4.2 4B 5.8 70.3 9.0 8.0 7.4 6.0 6.0 3.7 4B 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 10.3 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 13.9 7.5 7.5 7.3 60 10.7 162.4 16.5 10.0 23.1 11.0 7.5 12.0 66 8.0 132.9 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 72 8.7 15B.2 13.5 12.0 24.0 9.0 9.0 12.3 72 12.9 233.9 19.5 12.0 38.6 14,0 B.5 20.7 78 9.4 185.6 14.5 13.0 30.0 10.0 9.5 15.6 78 13.9 274.5 21.5 13.0 49.8 14.5 9.5 25.9 84 10.1 215.3 15.5 14.0 37.1 10.5 10.5 19.5 84 15.0 318.4 23.0 14.0 61.2 15.5 10.5 32.6 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 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 1B.5 11.5 48.5 6 = 67.50' 6 = 90' EARTH ROCK EARTH ROCK !.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.) 4,6,8 2.1 5.6 3.0 2.0 0.3 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 3.1 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 3.5 2.5 0.5 16,18 4.7 28.3 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 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 24 6.2 50.3 11.5 4.5 3.5 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 3.3 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 13.0 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 17.1 285.3 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 72 18.7 339.5 28.5 12.0 57.8 19.0 9.0 28.4 72 23.8 431.8 36.0 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 33.5 14.0 94.7 22.0 10.5 46.5 84 27.7 587.7 42.0 14.0 134.4 28.0 10.5 64.8 90 23.3 530.5 35.5 15.0 114.4 24.5 11.0 58.2 90 29.0 674.6 45.0 15.0 164.9 30.0 11.5 B1.2 96 24.9 603.6 38.0 16.0 138.9 25.5 12.0 70.0 96 31.6 767.5 48.0 16.0 199.0 32.0 12.0 95.1 TABLES OF DIMENSIONS AND QUANTITIES STANDARD CONSTRUCTION DETAILS t ~PA,.S:;::fi HORIZONTAL THRUST BLOCK 303.,502. AT PIPE BEND STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY, TEXAS 401 0-2 DATE 'V 'V JOINT A 0 A L I:> ~j 0 I 6.= 6.~ 0 .D. T 11.25' 22.50' E N.) (IN.) (FT. ) (FT.) ( FT.) <J I THRUST 4,6,8 0.4 1.5 1.5 0.9 - - - Q . 10,12 0.5 1.5 1.5 1.2 - - - PIPE JOINT 16,18 0.6 1.5 1.5 1.6 , -? - - 20 0,7 1.5 1.5 1.8 - - i 24 0.9 1.5 1.5 2.1 - - 30 2.9 1.5 1.9 2.6 - - PLAN 36 4.5 1.5 2.3 3.3 - - N.T.S. 42 5.0 1.8 2.6 3.8 - - 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 TYPICAL 66 6.8 2.8 4.1 5.7 TRENCH WIDTH 72 7.5 3.0 4.5 6.3 Bd 78 7.5 3.3 4.9 6.7 ~ B.O 3.5 5.3 7.2 90 8.5 3.8 5.6 7.7 96 9.0 4.0 6.0 8.L 0 'V 0 rn 'V 0 ci ci 0 I:> - - I:> r i ~ . REFER TO I l' STD. DWG. No. 4040 It u FOR GENERAL NOTES. ~ C SECTION A-A ! i N.T.S. ~ ~ North Central 1.01 Counc:l of Gowernmenta = 0:' ~ '- !!I.QIE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ! r DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. - - " - - ... ! - - - - III ~ - - ~ - - NO. lOCAL EXCEPTION BY --1 C -1 l' w /: ,- i 0::: <l: ~ :J ~ a (f) ]" ~ 0 ~ DE l.. D ^ THRUST 0 ci (()} --" 't- w<5": !-- <l: 0 -l <1Q: ~ (D '\..r-- ----- 0.. 10 I..L. <1 ~ 0 \> ~ w c ~ (f) ,- <l: (D EARTH ROCK (II'~') rRU~J C A ( ~O~) A ( ,VO~) PLAN OF PLUG THRUST BLOCK IN. TONS 11FT.' (FT.) C.Y. (FT.) C.Y. 468 5.1 1.5 2.5 0.3 2.0 0.2 N,T.S. 1012 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 20 31.5 2.0 6.0 1.9 4.0 0.9 STD, DWG. No. 4040 24 45.2 2.5 7.0 3.1 5.0 1.7 FOR GENERAL NOTES. .10 S3.0 3.0 7.S 4.1 SS 7.4 36 76.3 4.0 9.0 7.3 6.5 4.2 42 104.0 4.5 10.5 11.0 7.5 6.2 48 136.0 5.0 12.0 15.6 8.5 8.7 ~r;} 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 w 84 416.0 8.5 20.5 72.3 14.5 41.2 I I~\>.i 0::: 90 477.0 9.0 22.0 87.7 15.5 49.7 <l: '/ ~ I \) <1~ :J 96 543.0 9.5 23.5 104.8 16.5 61.0 a /" (r1 ~ (/) '--_ _ o' ~ ~ TABLE OF DIMENSIONS AND QUANTITIES b D ^ THRUST. ,I ~1 " , 0 <l: 0 o ( D-- 't- I I woo -l (D - --__ ~o<1~ \:, i I..L. ~~ 'K <1~ 0 \ I \>0 ~ w (/) <l: ~ (D r PLAN OF TEE THRUST BLOCK N.T.S. North Central r"D1 Coune' or Gowmm.,ts cr' ~ STANDARDS ARE ADOPTED FRO~ THE NCTOG STANDARD ; DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. r STANDARD CONSTRUCTION DETAILS STD. SPEC. TNli:.CITY o F REFERENCE COPPELL HORIZONTAL THRUST BLOCK 303.,502. ~~~~~~ AT TEES AND PLUGS STANDARD DETAIL "(''-y _~, qCl NO. )( 1\ I> \ p, 4020 LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS r i 1 t u ~ ~ ... ~ ! . ~ ! a ... ! ell ~ ~ -; !J. ___ 11.25' 22.50' 30' 45' 67.50' 90' ____ !J. 1.0. THRUST VOL. THRUST VOL. THRUST VOL. THRUST VOL. THRUST VOL. THRUST VOL. 1.0. (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 1.3 3.6 1.8 4.6 2.3 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 11.3 32.0 16.0 41.8 20.9 45.2 22.6 24 30 10.5 5.2 20.3 10.1 26.5 13.3 37.5 18.8 49.0 24.5 53.1 26.5 30 36 14.9 7.5 29.2 14.6 38.2 19.1 54.0 27.0 70.5 35.3 76.4 38.2 36 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 76.3 216.0 108.0 282.0 141.0 305.0 153.0 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 TABLE OF DIMENSIONS AND QUANTITIES VERTICAL COMPONENT OF THRUST = TABULATED VALUE ASSUMED HORIZONTAL ~ REINFORCING BARS #4 @ 12" CENTERS. FOR PIPE SIZES GREATER THAN 12" VARIABLE REINFORCING SHALL (APPROX. SAME BE AS SPECIFIED LENGTH AS BEND) BY ENGINEER. ~B //,/&'0/&"- z ~ ~ I:> <J o l' \> I 0 or b Q SECTION A-A N.T.S. LA Bd + 2' MIN VIEW B-B - N.T.S. TRENCH WIDTH Bd ~ iA - 0 .~ 0 0 L\ ;/'''' 0,,", ~:: l~ o 0 I II \> II o 0 II 0 II <1 <11 ~ :::: ~ ~ I:> o. \> _<1_ -- o b , 0 - -. 6 <7 0 Q <7 0 ~ ~ ~ ~ REINFORCING BARS REFER TO STD. DWG. No. 4040 FOR GENERAL NOTES of Government. ~ STANDARDS ARE ADOPTED FRO~ THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. North C8'1troI 1..01 Coun ~-' ~/ STD. SPEC. REFERENCE 303.,502. STANDARD DETAIL 4030 STANDARD CONSTRUCTION DETAILS VERTICAL THRUST BLOCK DALLAS COUNTY, TEXAS AT PIPE BEND CITY OF COPPELL THE.CITY.OF COPPELL .~~:4:~"?'f ('.t~6" \!Jq DAlE BY LOCAL EXCEPTION NO. r ... I I 8- u !1 ;I 'V ~ ~ . ~ ! .. ... ! ell ~ ~ 4 GENERAL NOTES FOR ALL THRUST BLOCKS: 1. CONCRETE FOR BLOCKING SHALL BE 2000 PSI. 2. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200 PSI FOR DUCTILE IRON, P. V.C., AND 150 PSI FOR CONCRETE PIPE. 3. VOLUMES OF THRUST BLOCKS ARE NET VOLUMES OF CONCRETE TO BE FURNISHED. THE CORRESPONDING WEIGHT OF THE CONCRETE (2000 PSI) IS EQUAL TO OR GREA TER 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 MAYBE 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. North c.,tral T8IOI Count. of Gowmm..ta Ci' ~ STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD , DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. r STANDARD CONSTRUCTION DETAILS STD. SPEC. THE.CITY.O" REFERENCE COPPELL THRUST BLOCK 303. I 502. '~~~ GENERAL NOTES STANDARD DETAIL ..... r .. .":/'~: ~ ,. ~ . - ~ ". . 0 t ~-. ... q 4040 NO. .t;\, 15 ' \ l!I LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS r i 1. t u ~ ! } . . ~ ! o ! ell ~ ~ "1 8" O.C.E. W. AS SPECIFIED BY CITY WIRE POLY-WRAP GATE VALVE PRIOR TO BACKFILLING PAVED AREA SUBGRADE #3 BARS AT f\ . (2' SQUARE) UNPAVED 6" IN UNPAVED AREAA 8" OR GREATER IN PAVED AREA CLASS up1" CONCRETE BACKFILL IF VALVE OPERATING NUT IS MORE THAN 48" BELOW FINISHED GRADE, INSTALL EXTENSION STEM TO 12" BELOW FINISHED GRADE , ~ -- WA TER LINE EMBEDMENT SEE STANDARD CONSTRUCTION ~ DETAIL 3030 WA TER MAIN (1) FLANGED CONNECTlON 5' MIN. TO NEXT PIPE JOINT, TYP NOTES: 1 BLUE TRACER MAINS WA TER BE OVER ALL STANDARD CONSTRUCTION DETAIL PLACED SHALL A WG #12 WIRE 4220 LOCA TION PER of Gowmmenbl !iQIE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. STD. SPEC. REFERENCE 303., 502. STANDARD DETAIL 4050 STANDARD CONSTRUCTION DETAILS GATE VALVE 4. TO 12" INSTALLATIO CITY OF COPPELL DENTIFY VALVE THS::.CITY.OF corrELL +~~.. 8<.~ * a.~:q.f ~." --~~~ ~"'~ .'~i'lq A 6 . \ r i I ll- u ~ ! o ~ 2. ~ North Central T.... Countl ! A-', ! ~! o ... ! ell ~ ~ ; ECCENTRIC REDUCER IF REQUIRED (INSTALL WI STRAIGHT SIDE UP) ::OPPER PIPE ," CURB STOP VAULT WITH HATCH IN UNPAVED AREAS ,...... :1:.--.. @ ~~ "1.0 ~ --- - to " ......... 1.0 r-:m ~ ," COPPER PIPE STANDARD PRECAST OR CAST -IN-PLACE M. H. 1" CURB STOP IN PAVED AREAS "LINK-SEAL" TYPE WALL PENETRATION SEAL VAUL T INSTALLATIONS ECCENTRIC REDUCER IF REQUIRED (INSTALL wi STRAIGHT SIDE UP) - - STANDARD CONSTRUCTION DETAILS ~ SID. ~fC THE-CiTY.OF REFERENCE - COPPElL VAULT CONSTRUCTION 303. I 502. - - ~"~~+ HORIZONTAL GATE VALVE 16ft OR LARGER STANDARD DETAIL - l"t .t~"- ~'e qO 4060-1 ^ . ' DATE CITY OF COPPELL DALLAS COUNTY, TEXAS BY PLAN N.T.S. CONCRETE BASE N PAVED AREAS CLASS "F CONCRETE BLOCK ," NPT AND ," '1 N- ~~ BY-PASS VALVE, 4" MIN.----"" INSULA TlNG MATERIAl ON BOL TS. " NPT THO. OUTLET AND 1" CORP. COCK CLASS "F CONCRETE SUPPORT BLOCK NOTE: IDENTIFY VALVE LOCATION PER STANDARD CONSTRUCTION DETAIL 4220 North c..traI r.... Counc' of GoYemm..tI cr' ~ STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ; DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. LOCAL EXCEPTION CLASS "p,.. NO. r i 1 II- u ~ J ~ o ~ ~ . ~ ! " ! III ~ l , 24" OR 40" STD. C.I. M.H. FRAME AND COVER AS SPECIFIED BY CITY IN PAVED AREAS OR VAULT SIZED TO FIT VALVE USE IN UNPAVED AREAS IN AREAS 2" HIGH M.H. BASE SECTION FOR PRECAST M.H.), IN PAVED AREAS PAVED 5' OR 6' DIA. PRECAST OR CAST-IN-PLACE M.H. CLASS "p," CONCRETE (6' FOR 30" VALVE OR LARGER) IN PAVED AREAS S' (CAST -IN-PLACE) INSTALL VALVE OPERATING NUT RISER AND CROSS MEMBER FINISHED GRADE WHEN NOT IN EX PROP. STREETS MIN z ~ CURB STOP " " t:. . ~ . . /~-&.w~'- /~~w~ PRECAST GRADE RINGS PRECAST TOP OR CAST -IN-PLACE VALVE COVER . . -/~~W~;" ," COPPER PIPE TO BE LAID CLOSE TO VALVE I. STANDARD C 2" MIN. CLEAR BETWEEN END OF PIPE AND VALVE COVER SEAT VALVE STACK INSULA TED FLANGE - OPERA TING NUT BY-PASS VALVE, 4" MIN. CLASS "P," CONCRETE SUPPORT BLOCK (SAME SIZE AS VALVE) CLASS "p," CONCRETE SUPPORT BLOCKS . . . . . . N ~ - "p," CONCRETE BASE lED AREAS LENGTH OF BASE OR VAULT AS REQUIRED BY SIZE OF VALVE 6" s' PROFILE N.T.S. BACKFILL 2" AROUND VALVE BODY WI PORTLAND CEMENT STABILIZED SAND 2 SACKS PER CUBIC YARD. IN PAVED AREAS. DENTIFY VALVE LOCATION PER STANDARD CONSTRUCTION DETAIL 4220 of Govemmentl !fQ]l; STANDARDS ARE ADOPTED FRO~ THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. STD. SPEC. REFERENCE 303.,502 STANDARD DETAIL 4060-2 NOTE: North Centrat TIlDl Coone 0:"" , r STANDARD CONSTRUCTION DETAILS VAULT CONSTRUCTION HORIZONTAL GATE VALVE 16" OR LARGER DALLAS COUNTY, TEXAS CITY OF COPPELL THE CITY OF corrEll -1'-~~~*J!11~~'f- ;'~~'q() or t\ 6 \ 'b DATE BY LOCAL EXCEPTION NO. r i I t u ~ ~ ... ~ ~ . ~ ! D J ell ~ ~ ~ CORED HOLE WITH RUBBER GASKET PLAN VIEW - (CONE AND MANHOLE COVER REMOVED FOR CLARITY) N.T.S. - - - - STANDARD CONSTRUCTION DETAILS i- STD. SPfc. THE CITY-OF REFERENCE - - COPPELL VAULT CONSTRUCTION 502. - - - - ~~,,~~* VERTICAL GATE VALVE 16" OR LARGER STANDARD DETAIL t ~-,- - " q 4070-1 - - k 1\ (, OiI'. \ r. BY DAlE CITY OF COPPELL DALLAS COUNTY, TEXAS DETAIL 4070B MIN JB ~SEE SEcnON 8-8. sm 4' CORED HOLE WITH RUBBER GASKET BY-PASS VALVE CONCRETE SUPPORT BLOCK GATE VALVE B n.. >- f0- X <( ~ N ~ P1" "P1" CLASS CONCRETE SUPPORT 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 30" AND LARGER DIAMETERS. 2" TAPS SHALL BE MADE AS A 2" FLANGED OUTLET WITH INSULA TED ADAPTER KIT. COPPER RISERS SHALL BE PROVIDED BETWEEN THE CORPORATION AND CURB STOPS. CURB STOPS SHALL BE INSTALLED AT AN ELEVATION 12" ABOVE THE TOP SURFACE OF MANHOLE BOTTOM. CLASS 2. IDENTIFY VALVE LOCATION PER STANDARD CONSTRUCTION DETAIL 4220. LOCAL EXCEPTION North Central rllOl Counc. or Gowtmm...ta I"f.-', milE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ~j DRAWINGS DATEO NOV. '96, WITH LOCAL EXCEPllONS. NO. r i I a- u ~ I ... i . ~ ! o I ell ~ ~ -; STD. SPEC. REFERENCE 303.,502. STANDARD DETAIL 4070-2 o N N V --1 < f- W o Z o != U :J ~ Vl Z o U o lr <( o Z <( f- Vl lr W n.. Z o != <( U o --1 W > --1 <( > >- u... != Z W o W f- a Z STANDARD CONSTRUCTION DETAILS VAULT CONSTRUCTION VERTICAL GATE VALVE 16" OR LARGER CITY OF COPPELL DALLAS COUNTY, TEXAS vi ~ Z u o W f- <( VJ a:: <( CD If) "lI: m I m z o I- U W (f) u o . N ~ f- <( VJ a:: <( CD v "lI: . 00 ~ 2 'W <(f- 'w VJlr VlU <(z --10 UU . . . . . . . . . . . . . 3" 5' ( :::t:f- Z:J 0::0 I 0:: VJ0 Z o Z :::t: U o --1 CD W f-f- WO:: 0::0 un.. zn.. O:J UVl ON THE.CITY.OF corrELL ~~~~,';~1(- ;-~~~q ~ --1 <( > Vl Vl . <(z a..- I~ >-. CDv 'J \. DATE <~ 'J BY ':J \? \? o::r-.. WcL ~~ ::J'--' O::f- '-'w z:::t: _Vl 0:::<( 10 o W VJ ::J f- ::J Z '-' Z != <( 0::: w a.. o W --1 o I Z w<( --1::::!: O. II[) Z <( II ::::!:w > . --1 w<( II > W' >0 --1N <( >0 Z 'v <( N, 00 ~ . \0 ~ o t') o 0 N I[) o I[) --1 --.J < _ f- <( W f- 0 W D . D . f- D Vl f- Vl W w t::J1Vl Vl 0:: 0 OW wl5 -.l I o Z I <( ~ ~ ~ W U f- <( Vl -.l <( a.. U Z W - 0:: f- a.. Vl <( U 'J LOCAL EXCEPTION of Gowmmlr'lU ~ STANOARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. f-f-t:) L1.Jz~a U:::t:Df-wO ::JOz ~<(f-N ZZZVlON OZ:> ~ a.. (3 0 00::<(:J <( 0 0:: <( Z ~ I[) U I 3 lr I[) o ~ n.. <( <( >- --.J f- Vl 8 <( '-' -.l :::t:I ::::!: lr CD < Vl Z lr 0 < Z~~ .IODf- <(o=>~f-f- 0:: Z wW Uza W Id OlrG:D ~ W--1 0 Vlz ~ W (3 . a.. vi lr <( . _ >0 ,-,wo z~ f- 0 g: f- W Z Vl Vl f- 00 ~ U Vl Vl Vl 0:: <( >- Vl Zu U 0 W ::J f- W W WVlW w::JZ W .::::!:<(Vl OO::::!: Vl ~<( <(lr- Vle: 13'-'Q 2"-18" FRAME 6" North c..trd rex.. Coun ~-' ~r NO. r i 1. a- u ~ ~ ... ~ ~ . . ~ ! .. I ell ~ ~ -; . >- 'i' I W CD . CO ~ 0 OW I-Z I-::::!: Ill:: <..?W>- -1-1- WW_ IOU THIS RISER SHALL BE AS NEAR AS PRACTICAL TO R.O.W. LINES, AT LEAST 6' BEYOND SHOULDER OF ROAD VENT PIPE 2 BRASS WHEEL VALVE 2" AIR VALVE 2" N 1/4" X 3/4" STAINLESS STEEL STRAPS BOLTED TO D.1. PIPE WHEN NOT IN PAVING OR WALK, A CONCRETE PAD, REINFORCED W/ #3 BARS AT 12" C-C EACH WAY, SHALL EXTEND A MINIMUM OF 2' AROUND THE M.H. AND VENT PIPE, AND SHALL BE A MINIMUM OF 4" THICK. 4" 0.1. PIPE FILLED WITH CONCRETE. 3' MIN. BURIED DEPTH GALVANIZED IRON AIR VENT PIPE BOLTED CAST COUPLING NOTE IRON TO IRON COUPLING B" BLIND FLANGE -DRILLED AND TAPPED 2" NPT TYPE "1" AI R VALVE - N.T.S. 3.5' PAVEMENT 0 o "'. ( ~ PRECAST GRADE "- 0 ~ RINGS AND SEAL ~ v <1 v . ---:i:--o ::. 0 IRON TO IRON COUPLING 4' DIA. PRECAST RISING CONC. M.H. CONE GRADE BRONZE BALL - BENT 2" COPPER NO ELL FLARE COUPLING 2" NPT CORP. STOP 4220 DENTIFY VALVE LOCATION PER STANDARD CONSTRUCTION DETAIL of Gowmmenta ~ STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. STD. SPEC. REFERENCE 303.,501., 502 STANDARD DETAIL 4090 STANDARD CONSTRUCTION DETAILS DALLAS COUNTY, TEXAS AIR RELEASE VALVE TYPE "1. CITY OF COPPELL NOTE: North Central T..D1 Countl 0_. , r THE.CITY.OF COPPELL +~~~*~~~..~"''"'+ ,.. .. . '~"":'Cl t ,... . . "0 q .r" 6 . \" DAlE BY LOCAL EXCEPTION NO. r ... ~ 1 8- u ~ ! ;; o ~ ~ . l ... Ii ;. ell ~ : -; GROUND LINE PRECAST OR CAST- IN-PLACE M.H. TO BE CLASS "P1" CONCRETE #6 BARS AT 12" C.-C. BOTH WAYS (CAST-IN- PLACE) COMBINED AIR AND VACUUM AIR RELEASE VALVE. FLANGE MOUNTING ON INLET SIDE INSULA TED FLANGE CONN ASSEMBL Y. FLANGED RESILIENT GATE VALVE & I> I. STD. 40" C. AND COVER PRECAST GRADE RINGS, CAST IN PLACE PRECAST TOP- #7 BARS AT 12" C.-C, BOTH WAYS (CAST-IN- PLACE) FINISHED GRADE WHEN NOT IN EX. OR PROP. STREET~ a" MIN. B" MIN.- (CAST -IN-PLAC! 2-PIECE VALVES MAY BE- USED ON 4" AND LARGER COMBINA TlON AIR VALVE BLIND FLANGE WITH BORE AND DRILLED AND TAPPED BOLT CIRCLE TO MATCH VALVE 4" P.V.C. DRAIN PIPE IF REQUIRED BY CITY. FLANGED OUTLET WITH STAINLESS STEEL BOLTS AND NUTS NOTE: ON 4" AND LARGER TWO PIECE COMBINATION AIR VALVES, THE OUTLET PIPING OF THE SMALL VALVE SHALL BE VENTED INTO THE SIDE OF THE LARGER VENT PIPE THAT GOES ABOVE GROUND. CONCRETE - UNDISTURBED EARTH OR ROCK P1 .. RNE CRUSHED ROCK POCKET ON CORNER (SEE TOP VIEW, 4100-2) NOTE: WHEN NOT IN PAVING OR WALK, A CONCRETE PAD REINFORCED W! #3 BARS AT 12" C-C EACH WAY, SHALL EXTEND A MINIMUM OF 2' AROUND THE M.H. AND VENT PIPE, AND SHALL BE A MINIMUM OF 4" THICK. IDENTIFY VALVE LOCATION PER STANDARD CONSTRUCTION DETAIL 4220 NOTE 2' AIR VALVE N.T.S. " TYPE North Central TIIOI Councl of Gowr'nm.,lI ~-'-1 !:iQIr; STANDARDS ARE ADOPTED FRO~ THE NCTOG STANDARD ~J DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPllONS. STD. SPEC. REFERENCE 303., 501., 502 STANDARD DETAIL STANDARD CONSTRUCTION DETAILS AIR RELEASE VALVE TYPE "2" TWE.CITY.OF COPPELL 'I'-"""~~ * ~~-I' ~ ;-~~~() k ^ 6 \ '6 41 00-1 DALLAS COUNTY. TEXAS CITY OF COPPELL JUL. '06 DAlE SWL BY LOCAL EXCEPTION VENT. DELETED EXTERNAL AIR NO. r ... I 1. a- u ~ ~ ~ . ~ ! .. ... ! rlI ~ ~ -; COMBINED AIR AND VACUUM AIR RELEASE VALVE MANHOLE \ ~ CLASS "P1 CONCRETE FITTING HEIGHT DETAIL N.T.S. MIN. - AIR VALVE GATE VALVE FLG. OUTLET FITTING VENT PIPE M.H. DIA. HEIGHT 0 2" 2" 8" 26" 2" 5' 3" 3" 18" 31" 3" 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' NOTE: IDENTIFY VALVE LOCATION PER STANDARD CONSTRUCTION DETAIL 4220 - - STANDARD CONSTRUCTION DETAILS I SID. SPEC. THE.CITY.OF' REFERENCE - corPEll AIR RELEASE VALVE 303., 501.,502 - - ~~~4~~ TYPE "2ft STANDARD DETAIL r"' ,.~\) - t .r~/j" \!l q 41 00-2 DATE CITY OF COPPELL DALLAS COUNTY, TEXAS GALVANIZED IRON GALVANIZED IRON, OR STEEL CAP 0.1. OR STEEL PIPE ~ Al I I I I. ~ .1 I - 120' 8" SECTION A- A - 12" ST AINLESS STEEL- [J EXPANDED METAL SCREEN 1/4"-18 GAUGE AIR VENT - - N.T.S. WA TER MAIN MANHOLE. CONE AND COVER~ REMOVED FOR CLARITY N CRUSHED ROCK POCKET z :::!' to DRAIN 4" P.V.C BY PLAN VIEW N.T.S. LOCAL EXCEPTION North Centraf T...,. Camel of Gowmmlllll :J!I1tff~\ IiQIE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ~! DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. NO. r i I S- u ~ ! 'U ~ ~ . . ~ ! o ... ! rlI ~ ~ -; . 6. .<1 NPT NIPPLE AND ELBOW CONCRETE SIDEWALK - ~ . " <1 . l:. '" 2.5' PAVEMENT 0 - 0 o <r 0 ~ 0 " v v ~ 0 <r 0 - ," OR 2" ANGLED BALL VALVE CURB STOP WITH LID NOT BE LOCATED IN PAVING REFER TO THE CITY OF COPPELL WATER UTILITIES LIST OF APPROVED MATERIALS AND PRODUCTS FOR APPROVED BRANDS AND MODELS OF METERS. SETTERS. VALVES AND RELA TED ITEMS. DEEP GALVANIZED METER BOX METER BOXES SHALL OR SIDEWALKS. 8" X NOTES: 2. FLARE FITTING FLARE FITTING 1" OR 2" CORPORATION COCK WITH FLARE FITTING BLOW OFF VALVE (SIZE DESIGNATED ON PLANS) N.T.S. DUAL STRAP BRONZE SADDLE DENTIFY VALVE LOCATION PER STANDARD CONSTRUCTION DETAIL 4220 3. of Gowmmentl ~ STANDARDS ARE ADOPTED FRO~ THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. North t.ltral T..OI Counci JIItfi-. ~> STD. SPEC. REFERENCE 501., 502. STANDARD DETAIL 4110 STANDARD CONSTRUCTION DETAILS BLOW OFF VALVE INSTAllATION TYPE "1" DALLAS COUNTY, TEXAS CITY OF COPPELL THl[.CITY.OF corrELL 'I-~~~* ~~~ ;~<\ k A. 6 . \ I!> DAlE BY LOCAL EXCEPTION NO. r i 1 8- u ~ ~ ... o ~ ~ . ~ ! o ... ! ell ~ : ---1 3'-6' TO BACK OF CURB PAD PAVED AREA UNPAVED AREA 2' X 2'x 4" CLASS "A" CONCRETE #3 BARS AT 12" O.C.E.W. & . V N I . o N THIS AREA FIRE HYDRANT IN 1.0' MIN. ~ (CURB RETURN) P.C. AS REQUIRED 2' 6' EXTENSION SPOOL, & (CURB RETURN)~ PLAN VIEW N.T.S. P.C BOX EXTENSION AND COVER BURY LINE, AS MARKED ON FIRE HYDRANT RISER NOTES N GENERAL. ALL FIRE HYDRANTS SHALL CONFORM TO AWWA STANDARD SPECIFICATIONS FOR FIRE HYDRANTS FOR ORDINARY WATER WORKS SERVICE, C-502. FIRE HYDRANTS SHALL HAVE A 5 1/4" MIN. VALVE OPENING AND A BARREL APPROXIMA TEL Y 7" INSIDE DIAMETER. ALL HYDRANTS SHALL BE EQUIPPED WITH A BREAKAWAY FLANGE. 1. JOINTS. ALL JOINTS SHALL BE MEGALUG 2. TAPPING SLEEVE VALVE BOX WATER MAIN WILL DEPEND ON LOCA TION TYPICAL VALVE: ACTUAL VALVE LOCA TION OF WATER MAIN. 3. INSTALL GATE VALVE SEE STANDARD CONSTRUCTION DETAIL 4050 WASHED GRAVEL FILL FT. 7 CU MIN TO EXISTING OR PROPOSED EXTENDED WHEN 8' STANDARD BURY DEPTH 5' FEET SET FIRE HYDRANT ON THE LOT LINE POSSIBLE. F.H. NO CLOSER THAN SIDEWALKS. 4. 5. 6. THRUST BLOCK DO NOT BLOCK WEEP HOLE F.H. SHALL BE LOCATED MINIMUM FT. OUTSIDE OF THE AREA BETWEEN THE P.C.'S (CURB RETURN) OF THE CORNER TURNING RADII AT INTERSECTIONS. SEE PLAN VIEW ABOVE. 7. DENTlFY VALVE LOCATION PER STANDARD CONSTRUCTION DETAIL 4220. PAINT HYDRANT WITH TWO COATS SHERWIN WILLIAMS ALKYD INDUSTRIAL GLOSS ENAMEL AS FOLLOWS. PUBLIC HYDRANTS; B54Y37 YELLOW. PRIVA TE HYDRANTS: B54R38 RED 8. 9. ADAPTER WITH MEGALUG I. D. F.E.-M.J. WATER LINE SEE STANDARD CONSTRUCTION DETAIL 3030 O. REFER TO THE CITY OF COPPELL WATER UTILITIES LIST OF APPROVED MATERIALS AND PRODUCTS FOR APPROVED BRANDS AND MODELS OF HYDRANTS, GATE VALVES AND RELATED ITEMS. North Central T.ca Cound of Gowmm..ta JIItfL~\ ~ STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ~ DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. STD. SPEC. REFERENCE 303., 501., 502 STANDARD DETAIL 4120 STANDARD CONSTRUCTION DETAILS FIRE HYDRANT NST ALLA TION DALLAS COUNTY, TEXAS CITY OF COPPELL THll.CITY.OF - - COPPELL 'I'-*~~.*,.~~~4"," re~~~~c .t.." I) \ t> JUL. '06 DAlE SWL BY LOCAL EXCEPTION ADD DIMENSION AND CALLOUT. NO. r j 'i i u ~ 1 0= 'ii ~ ~ . . ~ " i i j iii ~ ~ --; I R.O.W. I I I I VALVE Q.. W W o . X lOa ~(Il x 0:: W .f- <(w o~ . 1O ~ 3/4" RESIDENTIAL WATER METER PURCHASE FROM BUILDING INSPECTION DEPT. DUAL CARTRIDGE CHECK :I BRONZE (\ 6 o o o (\ o o 0 w :r: (/)w ::JZ 0::0 of- (/) . N ~ OR APPROVED EQUAL NOTES: STOP ,. METER BOXES SHALL NOT BE LOCATED IN PAVING OR SIDEWALKS. 2. REFER TO THE CITY OF COPPELL WATER UTILITIES LIST OF APPROVED MATERIALS AND PRODUCTS FOR APPROVED BRANDS AND MODELS OF METERS, SETTERS, VALVES AND RELA TED ITEMS. 3. IDENTIFY VALVE LOCATION PER STANDARD CONSTRUCTION DETAIL 4220. 4. NO SEALING COMPOUND OR TAPE SHALL BE USED ON SETTER OR METER THREADS. &5. ALL CONNECTIONS SHALL BE THREADED, FLANGED OR FLARED. COMPRESSION FITTINGS AND SOLDERED JOINTS ARE NOT PERMITTED. 6. MA TERIALS OTHER THAN BRONZE, BRASS OR COPPER SHALL NOT BE PERMITTED. -I: '\ ~ 3/4" METER SETTER FORD # VBHC 72-95242-01 , ~ 90' BRONZE BALL VALVE CURB WITH CLOSE NIPPLE ~ ~ t{: ~ !!';: ~ ~ ~ ~ ~ !; ~ ~ , ~ TYPE "K" SOFT COPPER TUBING WITH FLARE FITTINGS NO SPLICES UNDER EXISTING OR PROPOSED PAVING OR SIDEWALK ," CORPORATION FLARE X CC THREAD of Gcwemmlntl !iQlE.; STANDARDS ARE ADOPTED FROh.1 THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. 1-"$:. "$:. 1- 'f;.J "$:. '{ i't- "$:. i ;{'t- 't- 1. q ~ ... ~ ~ q ~ ... ~ q q J:. Il= J:. ~ :fI. '{ J:. rq h Pi",=; ALL BRONZE "cc" THREADED TAPPING SADDLE WITH DOUBLE FLAT STRAPS FOR P.V.C . WATER MAIN DIRECT TAP FOR DUCTILE IRON WATER MAIN. HINGED SADDLES ARE NOT PERMITTED ~I~ N~ ~. & North Centra r.OI Coun CE' , '" STD. SPEC. RE~RENCE 501., 502., 504 STANDARD DETAIL 4130 STANDARD CONSTRUCTION DETAILS WATER SERVICE INSTALLATION - DOMESTIC 314ft METER DALLAS COUNTY, TEXAS CITY OF COPPELL THI:.CITY.O,. COPPELL 'I<~~,*,~~-\< r '":r~~~o t .r ^ 6' -'. \!> q JUL. '06 DAlE SWL BY LOCAL EXCEPTION +h.10DIFY CAUOUT AND NOTE 5. NO. r i 'i ~ u ~ ~ ... o ~ ~ .. . ~ . i i ! ell ~ ~ 4 3/4" U.L. APPROVED DOUBLE CHECK, BACKSIPHONAGE PREVENTION DEVICE 3/4" RESIDENTIAL WATER METER PURCHASE FROM BUILDING INSPECTION DEPT. I 4 I I --r- r~UAL CARTRIDGE CHECK ~ GROUND LINE z'X -<( ~~ --~~ VALVE VALVE BRONZE 90' BALL I a... w W,...... ON '--" -IX) X ~O XCIl .0:: ~~ Ow . ~ IX) ~ o w :r: (f)W ::)Z 0:::0 Ur- (/) N ~ l ~ f 1f.;( 1- ~ ~ '.. ~ ~ ~ \ 'Z:. ~ ~ ~ ~ 0 0 - 0 ~ ..,..J 0 ~ 0 V' V ~%J- - 4" ~I~ N~ }'! 3/4" METER SETTER FORD # VBHC 72-95242-0' EQUAL NOTES: ,. METER BOXES SHALL OR SIDEWALKS. APPROVED OR ,.. 90' BRONZE BALL VALVE CURB STOP WITH CLOSE NIPPLE ~ - - N PAVING REFER TO THE CITY OF COPPELL WATER UTILITIES LIST OF APPROVED MATERIALS AND PRODUCTS FOR APPROVED BRANDS AND MODELS OF METERS, SETTERS, VALVES AND RELA TED ITEMS. LOCA TED NOT BE 2. '" TYPE "K" SOFT COPPER TUBING WITH FLARE FITTINGS NO SPLICES UNDER EXISTING OR PROPOSED PAVING OR SIDEWALK ~. 3. I 4. &5. 6. DETAIL 4220 UCTION STANDARD CONSTR LOCA TlON PER DENTIFY VALVE CORPORA TION FLARE X CC THREAD SETTER OR FLANGED OR FLARED. JOINTS ARE NOT PERMITTED COPPER NOT SHALL ON TAPE SHALL BE USED BRASS OR ALL CONNECTIONS SHALL BE THREADED COMPRESSION FITTINGS AND SOLDERED THAN BRONZE OR NO SEALING COMPOUND METER THREADS. MA TERIALS OTHER BE PERMITTED. MAIN ALL BRONZE "cc" THREADED TAPPING SADDLE WITH DOUBLE FLAT STRAPS FOR P.V.C . WATER DIRECT TAP FOR DUCTILE IRON WATER MAIN. HINGED SADDLES ARE NOT PERMITTED & of Gowrnmenta ~ STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. sm. SPEC. REFERENCE 501.,502.,504 STANDARD DETAIL 4135 TANDARD CONSTRUCTION DETAILS - IRRIGATION INST ALLA TION 3/4" METER S WATER SERVICE TH".C:ITY.OF COrrELL 'l'-"""'~~.' *.*A~.....'.'... r ~~~~~~ ~ k~6'" . \ r. q DALLAS COUNTY, TEXAS CITY OF COPPELL JUL '06 DATE SWL BY r i I 8- u ~ J 'il ~ ~ NortIl Contnll T.... COIln · 0:' ~1. . ' '8 l' ~ .. ... ! ell ~ : ; I 1 ~ I 1 I I Q.. W W D . X . 0 ~!D x 0:: W .r- <(W O~ 00 N CARTRIDGE CHECK VALVE RESIDENTIAL WATER METER FROM WATER UTILITIES DEPT. DUAL -.r===1_ . 00 PURCHASE VALVE ~ :i BRONZE 90' BALL ~ o o ~ TYP 6" - 6 o D W I VlW ::JZ 0::0 Ur- VI N APPROVED EQUAL NOTES: ,. METER BOXES SHALL NOT BE LOCATED OR SIDEWALKS. ," METER SETTER FORD # VBHC 74-95242-03 OR 90' BRONZE BALL VALVE CURB STOP WITH ONE-PIECE THREADED ADAPTER ::J ~ ~ <l V ~~>>7~~'W o o ~ ~ ~ ~ ./,j \ f ~ ~ f ~ f ~ ~ 11:: !{;; ~ ~ ~ ~ [2 I t.; ~ ~ ~ ~ t;; ~ ~ J t;; ~ II 11:: ~ ~ ~ ~ 'ji '~I~ N:::!: ," TYPE "K" SOFT COPPER TUBING WITH FLARE FITTINGS NO SPLICES UNDER EXISTING OR PROPOSED PAVING OR SIDEWALK ~. PAVING REFER TO THE CITY OF COPPELL WATER UTILITIES LIST OF APPROVED MATERIALS AND PRODUCTS FOR APPROVED BRANDS AND MODELS OF METERS, SETTERS, VALVES AND RELA TED ITEMS. N 2. CORPORA TION FLARE X CC THREAD DENTlFY VALVE LOCATION PER STANDARD CONSTRUCTION DETAIL 4220. SHALL BE USED ON SETTER OR NO SEALING COMPOUND OR TAPE METER THREADS. ALL CONNECTIONS SHALL BE THREADED, FLANGED OR FLARED. COMPRESSION FITTINGS AND SOLDERED JOINTS ARE NOT PERMITTED BRASS OR COPPER SHALL NOT MA TERIALS OTHER THAN BRONZE BE PERMITTED. STD. SPEC. REFERENCE 501., 502., 504 STANDARD DETAIL 4140 STANDARD CONSTRUCTION DETAILS WATER SERVICE INSTALLATION - DOMESTIC 1" METER THE.CITY.OF corPELL 'I-~~~ * fJ:t~Jf ;~?iP;o .t" 6 . \ \'.l DALLAS COUNTY, TEXAS CITY OF COPPELL JUL '06 DAlE SWL BY LOCAL EXCEPTION 5. ~ODIFY CALLOUT AND NOTE NO. r i I a- u !l ~ ... ~ ~ . ~ ! o ... ! ell ~ ~ -; 3. 4. ALL BRONZE "cc" THREADED TAPPING SADDLE WITH DOUBLE FLAT STRAPS FOR P.V.C . WATER MAIN DIRECT TAP FOR DUCTILE IRON WATER MAIN. HINGED SADDLES ARE NOT PERMITTED & &5. 6. of Gowmmentl t1QlE; STANDARDS ARE ADOPTED FRO~ THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. North Central floral Counel :JiIt'L-. ~' 1" METER SETTER FORD # VBHC 74-95242-03 OR ," 90' BRONZE BALL VALVE CURB STOP ," TYPE "K" SOFT COPPER TUBING WITH FLARE FITTINGS WITH ONE-PIECE THREADED ADAPTER NO SPLICES UNDER EXISTING OR PROPOSED PAVING OR SIDEWALK CL W W....... ON '-' "IX) X ~O XCD .a: <(w -t- Ow " ::E io N . N ~ I I ~ I I I I rrJ I 'X ~<( ::E::E Ow 6" TYP It ~ It ~ {J IS;; ., c!. 1. It ~ ~ If; ~ ~ ~ ~ :?! ~ It ~ ~ It ~ it ~ ~ lID If; ~ ~ 't ~ ~ t ~ 1 U.L. APPROVED DOUBLE CHECK BACKSIPHONAGE PREVENTION DEVICE ~i it ~ ~ ~ ~ ~ t ~ it ~ ~ it ~ ~ it ~ ~ t ~ ~ ~ ~ m ;;t ~ ~ ~ 1t ~ ~ ~ ~ ~ ~ VALVE . LINE CARTRIDGE CHECK ,... - ~ ~ It; ~ ~ ~ 't;; ~ ~ ~ It; ~ ~ ~ " RESIDENTIAL WA TIER METIER FROM WATER UTILITIES DEPT. DUAL ~ ~ ~ ~ ~ ~ - ~ o -.F=:==1. - - o to PURCHASE VALVE ~ ~ Eb ~ i BRONZE 90' BALL Z\ 6 02 N::E ~ o o o Z\ () /& o ~~ APPROVED EQUAL NOTES: ,. METER BOXES SHALL NOT BE LOCATED IN PAVING OR SIDEWALKS. ~ ~ t ~. REFER TO THE CITY OF COPPELL WATER UTILITIES LI ST OF APPROVED MATERIALS AND PRODUCTS FOR APPROVED BRANDS AND MODELS OF METERS, SETTERS, VALVES AND RELA TIED ITEMS. 2. THREAD CORPORA TION FLARE X CC DENTIFY VALVE LOCATION PER STANDARD CONSTRUCTION DETAIL 4220. NO SEALING COMPOUND OR TAPE SHALL BE USED ON SETTER OR METER THREADS. ALL CONNECTIONS SHALL BE THREADED, FLANGED OR FLARED. COMPRESSION FITTINGS AND SOLDERED JOINTS ARE NOT PERMITTED. BRASS OR COPPER SHALL NOT THAN BRONZE MA TERIALS OTHER BE PERMITTlED. STD. SPEC. REFERENCE 501., 502., 504 STANDARD DETAIL STANDARD CONSTRUCTION DETAILS WATER SERVICE INSTALLATION RRIGA TION 1" METER THE_CITY.OF COPPELL ..~~~ *.. ~~.. /';~~ij;~c .t " 6 - \ ~ 4145 DALLAS COUNTY. TEXAS CITY OF COPPELL JUL '06 DATE SWL BY LOCAL EXCEPTION CALLOUT AND NOTE 5. MODIFY ! NO. r " ~ 1. II- u ~ J ;; ~ ~ = ~ ! o " Jj ,. oil ~ ~ -; 3. 4. ALL BRONZE "CC" THREADED TAPPING SADDLE WITH DOUBLE FLAT STRAPS FOR P.V.C . WATER MAIN DIRECT TAP FOR DUCTILE IRON WATER MAIN. HINGED SADDLES ARE NOT PERMITTED & &5. 6. North Centraf TtlCII Counc. of Gowr'nm.,tI ~-'~. tlQlf; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ~; DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. OR 2" U.L. APPROVED DOUBLE CHECK BACKSIPHONAGE PREVENTION DEVICE /2" [L w W....... ON '-' . ooX ~O XlD .a: ~~ Ow . ::E 00 N I I ~ I I ~ I I I ~ 'X ~<( ::E::E . . Ow TYP 'iJ.. m-~-~ ~ ~ LINE ....n... ~ OR 2" DOMESTIC/IRRIGATION WATER METER PURCHASE FROM WATER UTILITIES DEPT. 't - . o ex> ~ -1/2' BALL VALVE BRONZE 90' P.V.C . PIPE WITH\ REMOVE ABLE CAP 16"-1 6" ~ 6. o o o ~ o I ~- [ '( It ~ ~ NNNA~ ~ o w i7ilw ::>z 0::0 01- VI . N ~ ~ ~ ~ ~ ~ l\:; l\:; r ..klI...IL 7 rt OZ N~ - .,-5.. ~"ETER SETTER 1-1/2" = FORD # VVF 76-12B-11-66 OR APPROVED EQUAL 2" = FORD # VVF 77-12B-11-77 OR APPROVED EQUAL 90' BRONZE BALL VALVE CURB STOP )(; '1;K a ~ ~. NOT BE LOCATED IN PAVING REFER TO THE CITY OF COPPELL WATER UTILITIES LIST OF APPROVED MATERIALS AND PRODUCTS FOR APPROVED BRANDS AND MODELS OF METERS, SETTERS, VALVES AND RELATED ITEMS. NOTES: 1. METER BOXES SHALL OR SIDEWALKS. 2. 1-1/2" OR 2" TYPE "K" SOFT COPPER TUBING NO SPLICES UNDER EXISTING OR PROPOSED PAVING OR SIDEWALK DENTlFY VALVE LOCATION PER STANDARD CONSTRUCTION DETAIL 4220. 3. x CC THREAD ON SETTER OR NO SEALING COMPOUND OR TAPE SHALL BE USED METER THREADS. 4. MAIN TIED NOT ALL CONNECTIONS SHALL BE THREADED. FLANGED OR FLARED. COMPRESSION FITTINGS AND SOLDERED JOINTS ARE NOT PERM THAN BRONZE, BRASS OR COPPER SHALL MA TERIALS OTHER BE PERMITTED. 5. 6. & ~ r" 1-1/2" OR 2" CORPORATION WATER~ALL BRONZE "CC" THREADED TAPPING SADDLE lMAIN l' WITH DOUBLE FLAT STRAPS FOR P.V.C . WATER ~ ~ DIRECT TAP FOR DUCTILE IRON WATER MAIN. ~ HINGED SADDLES ARE NOT PERMITTED - FLARE North Central rex.. Councl of GowmmMta ~---\ ttQIE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ~; DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPllONS. STD. SPEC. REFERENCE 501., 502., 504 STANDARD DETAIL 4150 STANDARD CONSTRUCTION DETAILS DOMESTIC DALLAS COUNTY, TEXAS WATER SERVICE INSTAlLATION- 1-1/2" OR 2" METER CITY OF COPPELL THE.CITY.OF COPPELL ..~~~ ~~7''' -;~ \~q JUL '06 DATE SWL BY LOCAL EXCEPTION CALLOUT AND NOTE 5. MODIFY ! NO. r i 1. II- u ~ ~ ... i . . ~ ! o ... ~ ", oil ~ ~ -1 [L w W....... ON ....... '00 x ~O XCD .a: <w -t- Ow . ::E 00 N I I ~ I I ~ I I I ~ 1 OR 2" U.L. APPROVED DOUBLE CHECK BACKSIPHONAGE PREVENTION DEVICE 2 / -1 ~ GROUND ~me LINE 3ft OR 2" DOMESTIC/IRRIGATION WATER METER PURCHASE FROM WA TER UTILITIES DEPT. - - . o oci 3lf -J ( - -1/2" 1 BRONZE 90' BALL VALVE CURB STOP ~ 6" o o o ~ J ~ 0 0 <:J V ~/>.'>>~~ N ~ I{;; ~ ~ ~ ~ ~ t ~ rt .0 :Z N~ It ~ f(; :1l S; ~ :? ({;; ~ rr; ~ ~ -:~.) ~ ~ it ~ ~ ~ ~ ]31 - t It NOTES: 1. METER BOXES SHALL NOT BE LOCATED IN PAVING OR SIDEWALKS. '[!: if; rt ~ :t f{; }f / / ---- A ~ - - _..-/ ~ALTERNATE CONNECTION METHOD. WITH CITY APPROVAL. p Ji> 0'. REFER TO THE CITY OF COPPELL WATER UTILITIES LIST OF APPROVED MATERIALS AND PRODUCTS FOR APPROVED BRANDS AND MODELS OF METERS, SETTERS, VALVES AND RELA TED ITEMS. 2. ONLY USE 1-1/2" OR 2" TYPE "K" SOFT COPPER TUBING NO SPLICES UNDER EXISTING OR PROPOSED PAVING OR SIDEWALK DENTlFY VALVE LOCATION PER STANDARD CONSTRUCTION DETAIL 4220. 3. BE USED ON SETTER OR ALL CONNECTIONS SHALL BE THREADED, FLANGED OR FLARED. COMPRESSION FITTINGS AND SOLDERED JOINTS ARE NOT PERMITTED NO SEALING COMPOUND OR TAPE SHALL METER THREADS. 4. &5. THREAD MAIN o r '"\ ~ H /2" OR 2" CORPORA T'ON X CC WATER~ALL BRONZE "cc" THREADED TAPPING SADDLE ~MAIN l' WITH DOUBLE FLAT STRAPS FOR P.V.C . WATER ~ ~ DIRECT TAP FOR DUCTILE IRON WATER MAIN. ~ HINGED SADDLES ARE NOT PERMITTED FLARE ( MATERIALS OTHER THAN BRONZE, BRASS OR COPPER SHALL NOT BE PERMITTED. 6. of Govemm.,ta tiQIE.: STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. North Central Tex.. Counl ~_. ~r STD. SPEC. REFERENCE 501.,502.,504 STANDARD DETAIL 4155 STANDARD CONSTRUCTION DETAILS RRIGA TION DALLAS COUNTY, TEXAS WATER SERVICE INSTALLATION - 1-1/2" OR 2" METER CITY OF COPPELL JUL. '06 DATE SWL BY LOCAL EXCEPTION 5. MODIFY CALLOUT AND NOllE 1 NO. r i 1. II- u ~ J ;; ~ ~ . . ~ ! o " ! oil ~ ~ -; DETAIL 4195 ., 6 n Ll ~~~~TT~A~L~~i ~~~~iRUCTION SEE STANDA 3 ~ Ll <I 1\ 1\ " . . 1 ~~ -:::!': " N J A <J T Wz I- . ::E N i " ~ m .... Ll <J 1\ o ~qd 1\ <J Ll 1\ <J 1\ r----1 ~ 1\ <J L <J - Ll 1\ <; 1\ Ll T <J r 1\ 1: :I: I., -111" LINK-SEAL FOR--.I I PRE-CAST VAULT. STANDARD CONSTRUCTION DETAIL 4190 o ~ NOTES: 1. ALL PIPING INSIDE THE VAULT SHALL BE DUCTILE IRON WITH FLANGED FITTINGS. 2. THE DETECTOR CHECK VALVE SHALL BE PROVIDED BY THE CONTRACTOR AND MEET THE STANDARDS SET FORTH IN THE CITY OF COPPELL ENGINEERING DEPARTMENT LIST OF APPROVED PRODUCTS AND MATERIALS FOR PUBLIC WORKS CONSTRUCTION. 3. REFER TO THE CITY OF COPPELL WATER UTILITIES LIST OF APPROVED MATERIALS AND PRODUCTS FOR APPROVED BRANDS AND MODELS OF GATE VALVES AND RELA TED FITTINGS. 4. VAULT AND GATE VALVE SHALL BE LOCATED WITHIN A DEDICATED UTILITY EASEMENT OR WITHIN THE SEE PUBLIC RIGHT OF WAY. 5. IDENTIFY VALVE LOCATION PER STANDARD CONSTRUCTION DETAIL 4220. (PRE-CAST VAULT, SEE STANDARD CONSTRUCllON DETAIL 4190 CAST IN PLACE VAULT. SEE STANDARD CONSTRUCTION DETAIL 4195 <I /BEGIN SPECIFIED EMBEDMENT -~I~ to::E , . !Xl 1\ <J ;). Ll.~~ 1\ %'" <J . Ll Ll , 1\ 1\ 1\ \ STD. SPEC. REFERENCE 501., 502.,504 STANDARD DETAIL 4160 -l <J STANDARD CONSTRUCTION DETAILS DETECTOR CHECK VALVE INSTALLATION 311 TO 611 SERVICE CITY OF COPPELL DALLAS COUNTY. TEXAS I . w . I~ ,;-::E . 6" . 1\ !Xl 'li"1. TYP . v 12" ---wN " D ~ ~ r q DETECTOR DOUBLE CHECK VALVE PROVIDED BY CONTRACTOR D.1. PIPE WITH FLANGED CONNECTION P9 <I 1\ I SUPPORT, ~ CONCRETE ~ MIN. OR 6" THICK ADJUSTABLE 2' WIDE JACK-STAND - -- ,c "il <J 1\ LINE . !Xl \ " 3"-6" GROUND - II ~ I <JLl r L_"Ll-.J <J 1\ ~ <J :r <J 1\ r r.. V" ~ / 'Y'~V~"S~A ~~~~~ ~.~~ ( ~ C ~ . ~ D.1. PIPE WITH FLANGED OR RESTRAINED M.J. CONNECTION FLOW LI " - 1\ LIMESTONE ROCK FOUNDATION ---j 1\ THE-CITY.OF COPPELL ~~~~~ ~~.. t~~-t.q ^ . ' <J '="3/4" DAlE <J BY LOCAL EXCEPTION r " ~ 1. II- u ~ l ." o ~ ~ North Control T... Countl of Gowmm..ta j :JJItIfi~', tlQlf; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ! ~! DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPllONS. D J oil ~ ~ II: NO. -1 LINK-SEAL FOR CAST IN PLACE VAULT. SEE STANDARD CONSTRUCTION DETAIL 4195 <I " <I ioz I- . ~ N <I <I ." " <1.0 .0 " <I " Ll<' " <I 4' " .0 " " <I " <> " .0 " <I .(j NOTES: 1. ALL PIPING INSIDE THE VAULT SHALL BE DUCTILE IRON WITH FLANGED FITTINGS. 2. THE DETECTOR CHECK VALVE SHALL BE PROVIDED BY 0 THE CONTRACTOR AND MEET THE STANDARDS SET FORTH IN THE CITY OF COPPELL ENGINEERING DEPARTMENT LIST OF APPROVED PRODUCTS AND MATERIALS FOR PUBLIC WORKS CONSTRUCTION. 3. REFER TO THE CITY OF COPPELL WATER UTILITIES LIST OF APPROVED MATERIALS AND PRODUCTS FOR APPROVED BRANDS AND MODELS OF GATE VALVES AND RELA TED FITTINGS. 4. VAULT AND GATE VALVE SHALL BE LOCATED WITHIN LINK-SEAL FOR PRE-CAST VAULT. A DEDICATED UTILITY EASEMENT OR WITHIN THE SEE STANDARD CONSTRUCTION DETAIL 4190 PUBLIC RIGHT OF WAY. 5. IDENTIFY VALVE LOCATION PER STANDARD CONSTRUCTION DETAIL 4220. PRE-CAST VAULT, SEE STANDARD CONSTRUCTION DETAIL 4190 CAST IN PLACE VAULT, SEE STANDARD CONSTRUCTION DETAIL 4195 /BEGIN SPECIFIED EMBEDMENT it:1~ W::E . IX) . I . Wz I- . ::E ~ " <I .d <I .0 " " " " <> 12" MIN. <I " <I D.1. PIPE WITH FLANGED CONNECTION <I ACCESS LID CENTERED ON TOP HIGH-FLOW METER ^ or: 0" ",N. 6 2' WIDE ~ " <I <I :z. 8"-12" DETECTOR DOUBLE CHECK VALVE PROVIDED BY CONTRACTOR GROUND ~ l' MIN. - . I - <J " " _L GATE _VE- <I " CONSTR ION DETA' )50 FLOW ... D.1. PIPE WITH FLANGED CONNECTION -; . IX) ...iorth Central T..OI Councl of Govemmentl ~-\ ~ STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ~; DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPllONS. STD. SPEC. REFERENCE 501., 502., 504. STANDARD DETAIL 4165 . 'It - STANDARD CONSTRUCTION DETAILS DETECTOR CHECK VALVE INSTALLATION 8" TO 12" SERVICE CITY OF COPPELL DALLAS COUNTY, TEXAS LIMESTONE ROCK FOUNDATION THE.CITY.OF COPPELL -I'-~~......,~.* tJ~~-'f- 7''':'' ~~~ l:.t~6" \!lq DATE 3/4" BY LOCAL EXCEPTION MINIMUM .5 PROPOSED BUILDING WALL HEIGHT X SEE PLAN ~EWS AND NOTE 2 NPT THREADED CONNECTION F.D.C. BADGE SEE NOTE 3 F.D.C. SUPPLY PIPE. SEE NOTE 1 FOR PIPE SIZING DETAILS r4'x4'x4" CLASS "A" CONCRETE PAD #3 BARS AT 12" O.C.E.W. GROUND LINE 1: 50 MIN. SLOPE 0 w N z -150 LB. FLANGE WITH <( > NPT THREADED CONNECTION ..J <( c.:> AUTOMATIC BALL DRIP VALVE WITH MIN. 7 CU. FT. WASHED GRAVEL FilL. SEE NOTE 4 ~90' F.E.-F.E. D.1. BEND WITH CONCRETE THRUST BLOCKING PER STANDARD CONSTRUCTION DETAIL 4030. DO NOT OBSTRUCT AUTOMATIC BALL DRIP VALVE. .J. D ADAPTER WITH MEGALUG 3.5' TYP & . o I') ------r c.:> Z 151- ='I ::>0 ffiW OI W..J Vl..J 0<( 0..;: o a:: CL ;.r, I N PROPOSED BUILDING~rq FIRE SPRINKLER I SYSTEM :.-A-:. FIRE LANE (LOCATION VARIES) SEE STANDARD CONSTRUCTION DETAIL 2290 OR 2300 PROPOSED BUILDING FOUNDA TlON PIPE CLASS 200 DR-14 P.V.C WA TIER LINE EMBEDMENT SEE STANDARD CONSTRUCTIONl DETAIL 3030 -~'-------'--~---_._.~---,. -~ . - -- WA TERLlNE P.V.C ELEVA TION VIEW N.T.S. SIZING SUPPLY PIPE ADAPTER WITH D F.E.-M.J. NOTES: PIPE NIPPLE ALVE SIZE X 4" TEE CONCRETE PAD STORZ CONNECTOR WITH 11-1/4' BEND 5" F.D.C. FACING FIRE LANE 90' SIAMESE WITH DUAL 2.5" NHS THREADED CONNECTION WITH KNOX-LOCK SEE NOTE 2 4" 80) F.D.C. CONNECTION MANIFOLD SHOWN IS TYPICAL. ACTUAL QUANTITY AND SIZE OF CONNECTIONS TO BE DETERMINED ON A CASE BY CASE BASIS. 2. r i 1. II- u ~ J ;; o ~ ~ NorlIl Cenlnll T.... CoIlne. of Gowmm.,ta j ~-\ IiQIE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ! ~! DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. o I oil ~ ~ F.D.C. FACING FIRE LANE EACH F.D.C. SHALL BE FITTED WITH AN IDENTIFICATION BADGE BEARING THE STREET NUMBER AND STREET NAME OF THE BUILDING ASSOCIATED WITH THE F.D.C. 3. -1 4" STRAIGHT SIAMESE WITH DUAL 2.5" NHS THREADED CONNECTION WITH KNOX-LOCK PLAN VIEW 100K S.F. AND N.T.S (BUILDINGS ) CONCRETE PAD PLAN VIEW (BUILDINGS UNDER 100K S.F N.T.S DRIP D.1. 90' BEND SHALL BE EQUIPPED WITH AN AUTOMATIC BALL VALVE INSTALLED IN A HORIZONTAL POSITION PER NFPA. ONE PIECE STAINLESS STEEL IN-BUILDING RISER MAY BE USED WITH APPROVAL OF CITY AND FIRE MARSHAL. W 0.. a:: ..J 150 LB. FLANGE WITH W NPT THREADED CONNECTION. ~ GROOVED CONNECTION MAY Vl BE SUBSTITUTED 0 w N POLY-WRAP PIPE AT Z FLOOR PENETRATION <( > ..J <( IN-BUILDING RISER c.:> SEE NOTE 5 150 LB. FLANGE WITH NPT THREADED CONNECTION THRUST BLOCKING PER STANDARD CONSTRUCTION DETAIL 4030 90' F.E.-F.E. D FIRE DEPARTMENT CONNECTION (F.D.C.) IS AS FOLLOWS: a. BUILDINGS UNDER 100,000 S.F.: 4" x .337" WALL (SCH GALVANIZED STEEL PIPE. b. BUILDINGS 100,000 S.F. AND LARGER: 6" x .432" WALL (SCH 80) GALVANIZED STEEL PIPE, OR LARGER AS SPECIFIED BY CITY AND FIRE MARSHAL. 4. 5. & STD. SPEC. REFERENCE 303.,501.,502 STANDARD DETAIL 4170 STANDARD CONSTRUCTION DETAILS FIRE DEPARTMENT CONNECTION (F.D.C.) LOCATED OUTSIDE OF PAVING CITY OF COPPELL DALLAS COUNTY, TEXAS AUG. '06 DAlE SWL BY LOCAL EXCEPTION STACK AND VALVE CHECK VALVE EUMINA 1lE PROPOSED SEE PLAN VIEWS AND NOTE 2 NPT THREADED CONNECTION F.D.C. BADGE SEE NOTE .3 F.D.C. SUPPLY PIPE. SEE NOTE FOR PIPE SIZING DETAILS x 2' BLOCK OUT (REQUIRED) x B' BLOCK OUT (OPTIONAL) ~ 150 LB. FLANGE WITH NPT THREADED CONNECTION AUTOMATIC BALL DRIP VALVE WITH MIN. 7 CU. FT. WASHED GRAVEL FILL. SEE NOTE 4 90' F.E.-F.E. D.1. BEND WITH CONCRETE THRUST BLOCKING PER STANDARD CONSTRUCTION DETAIL 40.30. DO NOT OBSTRUCT AUTOMATIC BALL DRIP VALVE WITH MEGALUG 4" ELBOW WITH PIPE NIPPLE CHECK VALVE PIPE SIZE X 4' '0 I') ~ L& .- '. - - - 0 FIRE LANE (LOCATION VARIES) - w N SEE STANDARD CONSTRUCTION -- Z DETAIL 2290 OR 2.300 <( > -I <( 0 F.E.-M.J. D.1. ADAPTER WITH M , - ~ 200 DR-14 P.V.C . PIF - ~ P.V.C . WATERLINE (4) 6" BOLLARDS-..... SEE STANDARD CONSTRUCTION - DETAIL 2.330 5" STORZ CONNECTOR WITH 11-1/4' BEND \ o z Ot-- -II 50 lDw OI w-I VI-I 0<( g,~ a: 0.. PROPOSED BUILDING~r-q FIRE SPRINKLER I I SYSTEM I :......-" PROPOSED BUILDING FOUNDATION W 0.. a:: -I w ~ VI o W N Z <( > -I <( o 150 LB. FLANGE WITH NPT THREADED CONNECTION. GROOVED CONNECTION MAY BE SUBSTITUTED POLY-WRAP PIPE AT FLOOR PENETRATION IN-BUILDING RISER SEE NOTE 5 WA TER LINE EMBEDMENT~ SEE STANDARD CONSTRUCTION DETAIL .3030 T~~~--""-~_---:-C- ~--- MIN. PIPE NPT THRUST BLOCKING PER STANDARD CONSTRUCTION DETAIL 4030 90' F.E.-F.E. D. F.E.-M.J. D ADAPTER WITH 150 LB. FLANGE WITH THREADED CONNECTION ADAPTER I. D. .J. (4) 6" BOLLARDS SEE STANDARD CONSTRUCTION DETAIL 2330 SUPPLY PIPE SIZING (SCH 80) NOTES: FIRE DEPARTMENT C IS AS FOLLOWS: a. BUILDINGS UNDER 100,000 S.F. 4" x WALL GALVANIZED STEEL PIPE. b. BUILDINGS 100,000 S.F. AND LARGER: 6" x .4.32" WALL (SCH 80) GALVANIZED STEEL PIPE, OR LARGER AS SPECIFIED BY CITY AND FIRE MARSHAL. 337" ) (F.D.C ONNECTlON 4" 90' SIAMESE WITH DUAL 2.5" NHS THREADED CONNECTION WITH KNOX-LOCK. SEE NOTE 2 F.D.C. CONNECTION MANIFOLD SHOWN IS TYPICAL. ACTUAL QUANTITY AND SIZE OF CONNECTIONS TO BE DETERMINED ON A CASE BY CASE BASIS. 2. r i 1. ~ /:\ 4. D.1. 90' BEND SHALL BE EQUIPPED WITH AN AUTOMATIC BALL :?- ill VALVE INSTALLED IN A HORIZONTAL POSITION PER NFPA. J 'g 5. ONE PIECE STAINLESS STEEL IN-BUILDING RISER MAY BE ~ USED WITH APPROVAL OF CITY AND FIRE MARSHAL. ~ No<1h Central T.... COIlnel 01 _menta ~ J/Ii1Iii-\ ~ STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ! ~; DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPllONS. o " ! oil ~ ~ 8' X 10' BLOCK OUT SAME AS PAVING (OPTIONAL) 2' X 3' BLOCK OUT SAME AS PAVING (REQUIRED) / D--/ PLAN VIEW OaK S.F. AND N.T. 4" STRAIGHT SIAMESE WITH DUAL 2.5" NHS THREADED CONNECTION WITH KNOX-LOCK ) PLAN VIEW (BUILDINGS UNDER 100K S.F B' X 8' BLOCK OUT SAME AS PAVING (OPTIONAL) 2' x 3' BLOCK OUT SAME AS PAVING (REQUIRED) DRIP EACH F.D.C. SHALL BE FITTED WITH AN IDENTIFICATION BADGE BEARING THE STREET NUMBER AND STREET NAME OF THE BUILDING ASSOCIATED WITH THE F.D.C. 3. ., STD. SPEC. REFERENCE 501.,502. STANDARD DETAIL 4175 ECTION (F.D.C OF PAVING THE.CITY.OF COPPELL ..~~~* fiJ.~" ;-~~q ~ 6 . \ FIRE LANE (LOCATION VARIES) SEE STANDARD CONSTRUCTION DETAIL 2290 OR 2300 t EXTENSION AND COVER BOX INSTALL GATE VALVE TAPPING SLEEVE SEE STANDARD CONS TRUCTION DETAIL 4050 CLASS 200 DR-14 P.V.C PIPE ~ - J. D ADAPTER WITH MEGALUG - - STANDARD CONSTRUCTION DETAILS STD. SPEC. THE-CITY.OF' REFERENCE COPPELL BUILDING FIRE SPRINKLER SYSTEM 501.,502. ~~~~.. CONNECTION TO PRIVATE WATER MAIN STANDARD DETAIL /,-, '-." I.' t 'T' , 4180 .t... 6 . \ I!> CITY OF COPPELL DALLAS COUNTY, TEXAS PROPOSED BUILDING~q FIRE SPRINKLER I I SYSTEM I 1-1 . ~ .'-.. . " " . w CL 0:: ..J 150 LB. FLANGE WITH- w NPT THREADED CONNECTION. ~ GROOVED CONNECTION MAY VI BE SUBSTITUTED 0 w N POLY-WRAP PIPE AT- z FLOOR PENETRATION <( > ..J <( ~ IN-BUILDING RISER- SEE NOTE 1 150 LB. FLANGE WITH- NPT THREADED CONNECTION THRUST BLOCKING PER STANDARD- CONSTRUCTION DETAIL 4030 90' F.E.-F.E. D.1. BI F.E.-M.J. D.1. ADAPTER WITH WA TIER LINE EMBEDMENT SEE STANDARD CONSTRUCTIONl DETAIL 3030 --_. . ". - ~- ELEVA TION VIEW N.T.S. DAlE BY MIN. PIPE ONE PIECE STAINLESS STlEEL IN-BUILDING RISER MAY BE USED WITH APPROVAL OF CITY AND FIRE MARSHAL. North c..traI T..OI Counc. Dr GoYImmWlta ~-\ !iQIE; STANDARDS ARE ADOPllED FROM THE NCTOG STANDARD ~; DRAWINGS DAllED NOV. '96, WITH LOCAL EXCEPllONS. LOCAL EXCEPTION NOTES: NO. r i 1. ! ~ 'J i ~ ~ . . ~ " Jj , oil ~ ~ -1 CLASS "P1" ,T"" - -.- - ..,. - - T"" - -r- - ..,. - - T"" - -.- - ..,., ~ CONCRETE t -; - I 12" DIA. SUMP ". I BARS ON i I 2" DEEP, CENTERED If"! ~ I . BOTH WA', ! SEE NO~_ ~ .____ __ _m _ m ! ~~ ) p _ _ -! CHECK VALVE / METER : -_ __] I [ L.._ n_ ._u.._ .-- .- _.u --- -- --- - - -- __J 1 J I ~~ I LINK-SEAL _ I N ~ I SEE DETAIL ~ ~ L~__.__~__~_~_~__~__.__~-.J j ACCESS LID 6" CENTERED ON TOP 6" GROUND L1NE- - - - "IX) - - r- - - -, - - m l~ ~ VAUL T BOTTOM AND WALLS TO BE MONOLITHIC TO MINIMUM 18" ABOVE TOP OF WALL PENETRATION ~R~ IN! aTI NA'l ---------------- ~S~ P1". ~ ::>N( ~TEi:o ::E "Ll) :Z ~~ tO~ ::E r-- .---. .--. .n_._ --- _on. -.---- -- ..--- - -..- ._-- E _ _ ~ ~~~_- _J CHECK VALVE / METER l_. ~ --- ~~ ~ ~~S_ l__ _ ____ __ ____ ___ ..... ____ h__ ___ _n .____ _.__ ___.__--' r , L 12" 12" J ~~ I Z I ~~ MIN. ::E MIN. I N I ~ -+ L L__~ I ~ - -.- - ...... - - ...... - ---.-- - - ~ - --- - ...... ----l to - - - - - - - STANDARD CONSTRUCTION DETAILS STD. SPEC. T H . . C I T Y . 0 F REFERENCE = = = COPPELL DETECTOR CHECK VAULT _ 303.,702. - - - "";-:~'" PRE-CAST CONSTRUCTION STANDARD DETAIL BY -DATE · , , . . CITY OF COPPELL DALLAS COUNTY, TEXAS 4190 NOTES; 1. CONCRETE IN PRE-CAST VAULTS SHALL BE 6" THICK CLASS "P"', REINFORCED WITH #4 BARS ON 8" CENTERS EACH WAY. THESE ARE MINIMUM SPECIFICATIONS. A SUMP 2" DEEP x 12" IN DIAMETER SHALL BE INSTALLED TO ONE SIDE OF, AND CENTERED IN, THE BOTTOM SLAB OF THE VAULT. A RECTANGULAR SUMP OF SIMILAR VOLUME IS ACCEPTABLE. 2. THE VAULT SHALL NOT BE INSTALLED IN ANY PAVED AREA AND MUST BE LOCATED WITHIN A DEDICATED UTILITY EASEMENT OR WITHIN THE PUBLIC RIGHT OF WAY. 3. A DRAWING WITH THE EXACT MEASUREMENTS OF THE VAULT SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. 4. THE VAULT LID SHALL BE A BILCO TYPE Q-4 3'x 3' SINGLE LEAF DESIGN WITH 1/4" x 3" ANGLE STEEL FRAME AND BOLTED EXTERIOR STRAP ANCHORS. THE LEAF SHALL BE 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. 5. VAULT LID SHALL BE PAINTED WITH MED. BLUE ENAMEL. WALL PENETRATIONS SHALL BE SEALED WITH A "LINK-SEAL" MODEL C SEGMENTED RUBBER SEAL. WALL PENETRATION SHALL BE CORE DRILLED; JACK HAMMERING OR CHIPPING IS NOT PERMITTED. DIAMETER SHALL BE AS RECOMMENDED BY SEAL MANUFACTURER FOR THE PIPE SIZE IN THE VAULT. 6. 7. VAULT BOTTOM SHALL HAVE A MINIMUM 6" WALL LIP RECESS; FLAT BOTTOM VAULTS ARE NOT ACCEPTABLE. VAULT WALLS WITH THIN-WALL KNOCKOUTS OR "DOG HOUSE" PENETRATION OPENINGS ARE NOT ACCEPTABLE. 8. A MINIMUM OF 6'-6" SHALL BE NTERIOR VAULT DEPTH 9. PRE-CAST VAUL T WALL CASTING DATE SHALL BE STENCILED OR STAMPED ON VAULT INTERIOR. PIPE CORED WALL PENETRATION DIAMETER AS SPECIFIED BY SEAL MANUFACTURER WALL PENETRATION SEAL MODEL C LINK-SEAL o. DETAil AND LINK-SEAL N.T.S. PENETRA TION LOCAL EXCEPTION North Central T.~ Councl of GoYImmlnta iJIiti.~\ tlQlf; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ~! DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. NO. WAll r i 1. II- u ~ ~ " o ~ ~ . . ~ ! o " Jj ,. rlI ~ ~ -; i:o ,...... - -.- - ...... - - ~ - ........-. - """"'r - - ....... - -.- - ---r I _3 i:o L J I I I I ~ i L...... _ _-_ _ ~ _ _ .&.... _ ---L...- _ --L _ _ .&.... _ _e_ _ ....L -.J inz N~ ----l~ r-- I ,--- _J1 "II') :Z N~ CLASS "P1" CONCRETE NOTES: CONCRETE IN CAST IN PLACE VAULTS SHALL BE 8" THICK CLASS "A", REINFORCED WITH #4 BARS ON 12" CENTERS EACH WAY. THESE ARE MINIMUM SPECIFICATIONS. / METER VALVE CHECK 12" DIA. SUMP DEEP, CENTERED ,-- -- -l I --1 L___ A SUMP 2" DEEP x 12" IN DIAMETER SHALL BE INSTALLED TO ONE SIDE OF, AND CENTERED IN, THE BOTTOM SLAB OF THE VAULT. 2. 2" 2= THE VAULT SHALL NOT BE INSTALLED IN ANY PAVED AREA AND MUST BE LOCATED WITHIN A DEDICATlED UTILITY EASEMENT OR WITHIN THE PUBLIC RIGHT OF WAY. 3. A DRAWING WITH THE EXACT MEASUREMENTS OF THE VAULT SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. 4. LINK-SEAL SEE DETAIL THE VAULT LID SHALL BE A BILCO TYPE Q-4 3'x 3' SINGLE LEAF DESIGN WITH 1/4" x 3" ANGLE STlEEL FRAME AND BOLTED EXTERIOR STRAP ANCHORS. THE LEAF SHALL BE 1/4" STlEEL 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. 5. 8" ACCESS LID CENTERED ON TOP i:o ..., --,-- --r--- ~I~ W::E I I 1 I I 1 I J I I 1 8" GROUND LINE MED. BLUE ENAMEL. WALL PENETRATIONS SHALL BE SEALED WITH A "L1NK-SEAL" MODEL C SEGMENTED RUBBER SEAL AND MODEL WS PENETRA TION SLEEVE. THE SLEEVE SHALL BE IN POSITION AT THE TIME THE WALL IS POURED. THE LID SHALL BE PAINTED WITH 6. 7. i:o A MINIMUM OF 6'-6" PIPE WALL SLEEVE MODEL WS NTERIOR VAULT DEPTH SHALL BE LINK-SEAL 8. --') 5 CHECK VALVE / METER , J I I I L__ ~~~ ~:::::!;; . 00 12" MIN. z :::::!;; . N 12" MIN. r L I I ~ L WALL PENETRATION SEAL MODEL C LINK-SEAL LINK-SEAL DETAIL AND N.T.S. WALL PENETRATION __.&....__.__....a.-.J L__~ .a.... _ _-_ _ -.a. _ _ ..t.- _ ---L...- North CwItrci Texca Coune. of Covemm..tI !IJfitti.~\ ~ STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ~j DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. STANDARD CONSTRUCTION DETAILS t SID. SPEC. REFERENCE DETECTOR CHECK VAULT 303., 702. CAST-IN-PLACE CONSTRUCTION STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY, TEXAS 4195 THE-CITY.OF COPPELL ..~~. ~ * tJ~.. "'-, .~t', E ~ .' >, q .t A. 6 . \ I!o DAlE BY LOCAL EXCEPTION NO. r i 1. II- u ~ J ;; ~ ~ . ~ ! o I oil ~ ~ --; STORM DRAIN EMBEDMENT SEE STANDARD CONSTRUCTION DETAIL 3020 EXISTING WATER LINE SECTION TO BE REMOVED 72Y// D.1. BEND WITH MEGALUGS AND 4 GALVANIZED FASTENERS PER PIPE SECTION EXISTING WATER LINE CLASS 'G' EMBEDMENT SEE STANDARD CONSTRUCTION DETAIL 3060 45' M.J.-M.J. D.1. BEND WITH MEGALUGS AND 4 GALVANIZED ALL- THREAD FASTENERS PER PIPE SECTION '" PROPOSED STORM DRAIN PIPE D. <l " ". STORM DRAIN 1.0. + 10' MINIMUM Z N- ::E . PIPE o <;;7 STANDARD CONSTRUCTION DETAILS t sro. SPEC. REFERENCE WATER MAIN ADJUSTMENT 501.,504. AT STORM DRAIN CROSSING STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY, TEXAS 4200 THE CITY-.OF COPPELL ..~~~. ** "'. ~~'~. :. .. ;-~~~o .t" II \ a DATE BY 45' M,J.-M.J. 0.1. BEND WITH MEGALUGS AND 4 GALVANIZED ALL - THREAD FASTENERS PER PIPE SECTION EXISTING WATER LINE 45' M.J.-M.J. 0.1. BEND WITH MEGALUGS AND 4 GALVANIZED ALL- THREAD FASTENERS PER PIPE SECTION NOTE; ALL 0.1. PIPE SHALL BE POL YWRAPPED PRIOR TO EMBEDMENT r i 1. II- u ~ I ... 0 ~ North Central Tllm Ca.lhel of GoYemmtnte . Cf' ~ ~ STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD . , DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. ! ~ - D - ... ! - - ell ~ - ~ - NO. LOCAL EXCEPTION -; 45" M.J.-M.J. D.1. BEND WITH MEGALUGS AND 4 GALVANIZED ALL - THREAD FASTENERS PER PIPE SECTION CLASS 'G' EMBEDMENT SEE STANDARD CONSTRUCTION DETAIL 3060 ----- EXISTING WATER LINE 45" M.J.-M.J. D.1. BEND WITH MEGALUGS AND 4 GALVANIZED ALL- THREAD FASTENERS PER PIPE SECTION EXISTING WATER LINE "- SECTION TO BE REMOVED SANITARY SEWER EMBEDMENT SEE STANDARD CONSTRUCTION DETAIL 3050 - - - STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE - WATER MAIN ADJUSTMENT 501., 504. - - AT SANITARY SEWER CROSSING STANDARD DETAIL - 4210 DAlE CITY OF COPPELL DALLAS COUNTY, TEXAS ZIO:: -w ::E> . 0 NO "<t " 0' 'Q SANITARY SEWER I.D. + MINIMUM 'l. PIPE . Z N- ::E BY 'II 45" M.J.-M.J. D.1. BEND WITH MEGALUGS AND 4 GALVANIZED ALL - THREAD F ASTlENERS PER PIPE SECTION v - - PROPOSED SANITARY EXISTING WATER LINE SEWER LINE 45" M.J.-M.J. D.1. BEND WITH MEGALUGS AND 4 GALVANIZED ALL-THREAD FASTENERS PER PIPE SECTION NOTES: 1. ALL D.1. PIPE SHALL BE POL YWRAPPED PRIOR TO EMBEDMENT r 2. WATER LINE AND SANITARY SEWER LINE SEPARATION SHALL CONFORM " ~ WITH T.C.E.Q. REGULATIONS. 1. II- u ~ l "8 ~ North t.ltraI 11101 Counc. of Gowmmmta Cf' ~ tiQIE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD . DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. ! -> - a - " J - - oil ~ - ~ - NO. LOCAL EXCEPTION D. 1 ft' M E WATER E R F ACE OF CURB E BOX LID AINT DOMESTIC WATER SERVICE LINE ~ WATER SERVICE LINE NTED JLAR F FACE OF CURB FACE OF CURB METER BOX LID NO PAINT DOMESTIC AND VAL VE BOX LID PAINT BLUE ~ ./4 CONCRETE PAD / ~~ BLUE PAINTED ~ ~ ~ ~ ~ RECTANGULAR FRAME ~ ~ 1*' "- - ....,-.-. '.. g.. ~ .'" _" ._~ ...~_,.: :0.. :._.:. : ':'." ~: .__'-- ~:_.~'.__'_~___ _.-'-: ::_< '_. />~~~~.' . ~ -.~,.-/,:~:-'.~~:'_::~~:>:-;~'--::-\ ?'; MAIN LINE VALVE IDENTIFICATION N.T.S. NOTES: 1. IDENTIFICATION LETTERS SHALL BE CHISELED OR CUT INTO THE FACE OF THE CONCRETE CURB AND IN LINE WITH VALVE LOCA TlON. LETTERS SHALL BE 3" HIGH X 3" WIDE BY APPROXIMATELY 1/8" DEEP. 2. PAINTED RECTANGULAR FRAME SHALL EXTEND 1" BEYOND IDENTlFICA TlON LETTERS. North c.,traI rexm Councl of Governmenta ~-, tlQlf; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ~? DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. RESIDENTIAL DENTIFICA TION @ & R CONCRETE PAD 1*' ~ RED PAINTED- ~ RECTANGULAR FRAME - I j :,. .-_. .. . . , .. .' :.:> "".}".-.-t.. ~. . FIRE HYDRANT VALVE IDENTIFICATION N.T.S. RRIGA TION METER N.T.S. ~ ~ --- METER BOX LID PAINT BLUE, TYP CHECK VALVE BOX LID PAINT BLUE, TYP FACE OF CURB COMMERCIAL METER IDENTIFICATION RRIGATION VALVE AND N.T.S. DOMESTIC AND STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE WATER VALVE LOCATION AND IDENTIFICATION ~ 804. CURB LETTERING AND COLOR CODING STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY, TEXAS 4220 JUL '06 DATE SWL BY LOCAL EXCEPTION PAD. CHANGED SIZE OF CONCRETE NO. r i 1. II- u ~ ~ ~ . . ~ ! o " ! oil ~ ~ -; WA TER DISTRIBUTION TESTING REQUIREMENTS ALL WATER LINES FOUR (4) INCHES (") DIAMETER AND LARGER ARE TO BE HYDROST A TICALL Y TESTED AT ONE HUNDRED AND FIFTY (150) PSI (POUNDS PER SQUARE INCH) FOR FOUR (4) HOURS CONTINUOUS. 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 2 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. 3. 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. 4 5. AFTER THE SYSTEM HAS BEEN FLUSHED, TESTED AND APPROVED BY THE CITY INSPECTOR FOR A NOMINAL CHLORINE RESIDUE. THE CONTRACTOR SHALL TAKE WA TER 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-STERILlZE THE UNDERGROUND PIPING SYSTEM. RE-SAMPLlNG SHALL BE REQUIRED. THE COST OF ALL LABORATORY TESTING WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. TRENCH COMPACTION TESTING SHALL BE PERFORMED AT THE RATE OF ONE (1) & DENSITY TEST PER THREE HUNDRED (300) LINEAR FEET (LF) PER 12" LIFT. AND MINIMUM REQUIREMENTS FOR DENSITY SHALL BE NINETY-FIVE (95) PERCENT (%) OF THE MAXIMUM DENSITY AS DETERMINED BY ASTM 0698. 6 OF THE MATERIAL SHALL BE FROM OPTIMUM MOISTURE CONTENT PERCENT (%) ABOVE OPTIMUM MOISTURE CONTENT. MOISTURE CONTENT TO PLUS FOUR (4) 7 North Central T..aI COund of Gowmmentl ~4~ ~ STANDARDS ARE ADOPllED FROM THE NCTOG STANDARD ~; DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. STANDARD CONSTRUCTION DETAILS i- ~"kl:;ffi WATER DISTRIBUTION TESTING REQUIREMENTS STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY, TEXAS 4230 THE.CITY.OF --- -- COPPELL ..~~"q~ *~~' ""'''''-1' ,.. . - ..... - . 0 t. q .r A, 15 \!I JUL '06 DATE SWL BY LOCAL EXCEPTION UFT. 2" ADD .&- NO. r i 1. II- u ~ ~ l ~ ~ . . ~ ! o J oil ~ ~ ., O:::w WCL 1-_ WQ.. ::E <(Il:: -w O-.J -.J W<( Q::E VI VI I- :::::>lL. 00 a: t:!W WQ.. ::E- <(CL -Il:: Ow W'" Oil:: -<( ~-.J :::::>lL. 00 NON-SHEAR TYPE "C- T" ADAPTER STAINLESS STEEL STRAP CUT AND REMOVE BELL OF EXIST. PalPE ---(!; III III --~ //// /~ \ // ~__-_J LY' // ///p^,- ~ // REMOVE ,y' __ "" y __ EXISTING ClE __ '" '. .->>' ANOUT // )Y'/ /' c- T" PIPE ADAPTER N.T.S. CUT AND REMOVE BELL OF EXISTING PIPE PIPE ADAPTER CONCRETE COLLAR EXIST. AT STUBOUT N.T.S. PIPE ADAPTlER AT CLEAN OUT N.T.S. NOTlE: THIS DETAIL FOR USE ONLY WHEN NEW MAIN WILL NOT MATIE WITH EXISTING MAIN JOINT DUE TO DIFFERENT DIMENSIONS OR MATERIALS AND A MANHOLE IS NOT REQUIRED. North Central 1..01 Counc. 0' Go\lIImmentl ~-\ tlQlf; STANDARDS ARE ADOPllED FROM THE NCTOG STANDARD ~; DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPllONS. STD. SPEC. REFERENCE 303., 501.,502 STANDARD DETAIL 5010 STANDARD CONSTRUCTION DETAILS SANITARY SEWER MAIN TIE-IN AT CLEAN OUT OR STUBOUT THE-CiTY.OF COPPELL ..~~~ * ~~0;'... r;~~o .t 1\ 6 \ ~ DALLAS COUNTY, TEXAS CITY OF COPPELL DAlE BY LOCAL EXCEPTION NO. r i 1. II- u ~ ~ 'U o ~ ~ ~ ! o ! oil ~ ~ -; NTERNAL MANHOLE CHIMNEY SEAL REQUIRED METHOD COMPRESSION BAND One piece uneven-legged channeled compression band, fabricated from corrosion resistant 16 go. stainless steel conforming to ASTM A-240 (AISI type 304). The band shall compress the rubber sleeve against the Inside surface of the manhole frame and chimney and allow a minimum range of adjustment of 2" on the diameter. 00 ~ I N ~ PAVED LOCATION 2' (4' SQUARE) BLOCK OUT IN PAVED AREAS, IF REQUIRED & W ::E ~ ,. ~ . I"') lL. N · W RUBBER SLEEVE The rubber chimney seal sleeve shall be fumished in either 8-t or 10" width to suit manhole conditions. Extension sleeves shall be used as required. Material physical characteristics shall conform to ASTM C-923, as modified, with a minimum thickness of fl". EXTERNAL MANHOLE CHIMNEY SEAL USE ONLY WITH CITY APPROVAL 'X X <( ~ ::E - 0 ~ I"') ~ " II :i ~ ~ ::E <( <( 0 Oto 'v I X <( Vl::E Z . <( OJ -l ~ n.. II w w , VI I '-'~ ~ <( ~ 0 ;;in ....... VI a: w VI ~ Il:: to lL. W ~O ~ a: Il:: -v~ W -::E I- N:::> ~ z o z W - . ::E w~ Il:: -l::E W lD I- <( w Z -lVl - -:::> ;;'-' <(VI ~ ~ Z W -l ^ . WIll:: VI W <( VI lD ~ MIN ct I ~ i ! 2f.c - - ~4 - - 4', 5', OR 6 AS SPECIFIED - - MIN. 1 UNPAVED LOCATION - NON SHRINK GROUT- COA TING. WHEN NOT IN PAVING STD. CAST IRON MANHOLE FRAME, COVER & RAINPAN AS SPECIFIED BY CITY. SEE DETAIL USE PRECAST CONC GRADE RINGS. NON SHRINK GROUT AS REQUIRED AND CHIMNEY SEAL TO ADJUST TO GRADE. SEE DETAIL USE O-RING RUBBER GASKET AND RAMNEK SEAL, TYP. SEE DETAIL INTERMEDIA TE RISER O-RING "N. ~z ::E to TOP OF PIPE NON-SHRINK GROUT SPRING LINE 5' MIN N.T.S. 3/4" LIMESTONE ROCK FOUNDATION GEOTEXTILE MATERIAL UNDER ROCK RAMNEK w-l u<( ZW <(VI a:o ~I- -lz u<( :in.. ~::E o . Il:: ~lL. L STUBOUTS TO BE MIN. 5' LONG SUPPORTED BY EMBEDMENT SPECIFIED IN PLANS. STUBOUTS TO BE GROUTlED AT M.H. WITH NON SHRINK GROUT. STUBOUTS TO BE FITTED WITH WATER llGHT PLUG OR CAP M STUBOUTS TO BE FITTED WITH A WATlER TIGHT r- PLUG OR CAP t STUBOUTS TO BE A MIN. OF 5,~I' LONG WITH A CONCRETE CRADLE FROM THE SAME POUR AS BASE UNDER THE ENTIRE LENGTH NOTES: 6" LINE SPRING INTERNAL MANHOLE CHIMNEY SEAL(S). AS REQUIRED TO COVER ALL GRADE RINGS. STAINLESS STEEL MANHOLE INSERT INSTALLED IN EACH MANHOLE UNLESS OTHERWISE APPROVED BY CITY ENGINEER APPROVED DEVICES: 1. S.S.1. SewerShield 2. Approved Equol 20" of acid separation of tensile, .....No weight loss in 1M of sulphurlc .....25" max. decrease ......Max. 10" Increase by weight ............Ratlng 0 Point..No fracture at -40'C ............200 lb. f/in. ............180 bend with no visible .......1200 psi ......350" minimum ......45:1: 5 ......Max. 15" decrease PHYSICAL PROPERTIES: Tensile Strength........... Elongation at Break..... Hardness (Durometer).... Accelerated Oven Aging. elongation Chemical Resistance...... Compression Set............ Water Absorption............ Ozone Resistance........... Low Temperature Brittle Tear Resistance....... Splice Strength........ UNDER ROCK GEOTEXTlLE MATERIAL CLASS "P1" CONCRETE 3/4" LIMESTONE ROCK FOUNDATION STANDARD CONSTRUCTION DETAILS t sm. SPEc. REFERENCE SANITARY SEWER 501.,502 MANHOLE: PRE-CAST STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY. TEXAS 5020 APPROVED RESILIENT PIPE - TO- MANHOLE CONNECTOR OR GASKET REQ'D. FOR PIPE OTHER THAN CLAY OR CONCRETE. CAST -IN-PLACE BASE - - N.T.S. - - - - JUL '06 - DATE FIRST MAIN LINE JOINT TO BE A MIN. OF 5' LONG WITH CONC. CRADLE (FROM SAME POUR AS BASE) UNDER THE ENTIRE LENGTH. IF FALSE M.H. BOTTOMS ARE REQUIRED, THEY SHALL BE CONSTRUCTlED, INSTALLED AND REMOVED PER STD. DWG. NO. 5100. SANITARY SEWER LINES 24" DIA AND LARGER REQUIRE A MIN. 5' DIA MANHOLE. LOCATIE MANHOLE PER STANDARD CONSTRUCTION DETAIL 5170. 1. North Cenlr<i 10111I eou." of GowlmmWlIo 4. If/Iitti..-', Ii01r; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ~! DRAWINGS DAllED NOV. '96, WITH LOCAL EXCEPllONS. a-RING & RAMNEK DETAIL N.T.S. BASE RISER WITH "BUTT END" INTEGRA TED INTO THE CLASS "P1" CONC. BASE 2. 3. NSERT AND SEAL DETAIL N.T.S. MANHOLE SWL BY LOCAL EXCEPTION +ADD "IF REQUIRED" TO BLOCK OUT DIMENSION. NO. r i 1. II- u ~ J ;; i . ~ ! o ... Ii ; oil ~ ~ ; NTERNAL MANHOLE CHIMNEY SEAL REQUIRED METHOD ROOF OPTIONS c> FRAME CAST IN CONCRETE - N.T.S. <=:J LOCA TlON ADJUSTABLE FRAME UNPAVED LOCA TION PAVED 2' (4' SQUARE) BLOCK OUT IN PAVED AREAS, IF REQUIRED COMPRESSION BAND One piece uneven-legged channeled compression bond, fabricated from corrosion resistant 16 go. stainless steel conforming to ASTM A-240 (AISI twe 304)_ The bond sholl compress the rubber sleeve against the inside surface of the manhole frame and chimney and allow 0 minimum range of adjustment of 2. on the diameter. io ~ I N ~ . W STD. CAST IRON MANHOLE FRAME, COVER & RAINPAN AS SPECIFIED BY CITY,.SEE DETAIL 1/2" NON SHRINK GROUT COATING WHEN NOT IN PAVING ct io ~ I oN ~I a: to N 0t0 & USE PRECAST CONC GRADE RINGS, NON SHRINK GROUT AS REQUIRED AND CHIMNEY SEAL TO ADJUST TO GRADE. SEE DETAIL FOR 5' & 6' DIA. M.H.'S SEE TRANSITION DETAIL w ::E <( a: l>.. W x <( ::E in N wO:::t':.t t00 N · X N<( ~::E CLASS "P1" CONCRETE MONOLITHIC POUR SPRING LINE TOP OF PIPE <;) 4' DIA M.H,= 28"-30" I.D. '<J 5' DIA M.H.= 30"-42" I.D. (; 6' DIA M.H.= 42" -54" D. oj 6" WALL 8" WALL 8" WALL 12" MIN. RUBBER SLEEVE The rubber chimney seal sleeve sholl be furnished in either 8-r or 10. width to suit manhole conditions. Extension sleeves sholl be used os required. Material physical characteristics sholl conform to ASnA C-923. os modified, with 0 minimum thickness of 1\., MIN MIN 8" 6' 2 MIN 2" MIN z d ::E (-5'-0" & 6'-0"--1 "rr>1 I'" LIMESTONE ROCK FOUNDATION <J ~ X X ::E <( <( ::E::E <( . 0 o IX) 0 ~t0 ~ II II I ~~ VJ ::E ::E Z <( <( <( -- -1 0 0 Cl. w in"lD W VI '-' VI w iY <( > w-1 0<( ZW <(VI 0:::0 ~t- -1 OZ <( :iCl. ~::E o : Il:: ~l>.. EXTERNAL MANHOLE CHIMNEY SEAL APPROVAL TRANSITION DETAIL FOR 5' & 6' DIA. M.H.'S N.T.S. APPROVED RESILIENT PIPE- TO- MANHOLE CONNECTOR OR GASKET REQUIRED FOR PIPE OTHER THAN CLA Y OR CONCRETE. GEOTEXTILE MA TlERIAL UNDER ROCK NOTES 1. WHERE M.H.'S ARE IN "PROPOSED" PAVING, FRAME & COVER SHALL BE SET 23" BELOW THE PROPOSED PAVEMENT GRADE. 2. INTERNAL MANHOLE CHIMNEY SEAL(S). AS REQUIRED TO COVER ALL GRADE RINGS. tensile. 20" of ,f sulphurlc acid eight USE ONLY WITH CITY PHYSICAL PROPERllES: Tensile Strength.........................12oo psi Elongation at Break..................350" minimum Hardness (Durometer)...............45 :l: 5 Accelerated Oven Aglng............Max. 15" decrease of elongation Chemical Reslstonce................_.No weight loss in 1M c Compression Set......................_.25" max. decrease Water Absorptlon........................Max. 10" increase by w Ozone Resistance........................Ratlng 0 Low Temperature Brittle PolnLNo fracture at -40'C Tear Resistance.... ........200 lb. f/in. Splice Strength. ......160 bend with no visible S(STUBOUTS TO BE FITTED WITH A WA TIER TIGHT PLUG OR CAP 4~ ':'I"---STUBOUTS TO BE A MIN. OF 5' ~ LONG WITH A CONCRETE CRADLE MIN. FROM THE SAME POUR AS BASE UNDER THE ENTIRE LENGTH q '<J LARGER IF FALSE M.H. BOTTOMS ARE REQUIRED THEY SHALL BE CONSTRUCTED, INSTALLED AND REMOVED. PER CONSTRUCTION STANDARD 5100. SANITARY SEWER LINES 24" DIA AND REQUIRE A MIN. 5' DIA MANHOLE. LOCATIE MANHOLE PER STANDARD CONSTRUCTION DETAIL 5170. 3. 4. STAINLESS STEEL MANHOLE INSERT INSTALLED IN EACH MANHOLE UNLESS OTHERWISE APPROVED BY CITY ENGINEER APPROVED DEVICES: 1. S.S.1. SewerShield 2. Approved Equol DETAIL NSERT AND SEAL N.T.S, MANHOLE separation CONNECTION N.T.S. STUBOUT FIRST MAIN LINE JOINT TO BE A MIN. OF 5' LONG WITH CONC. CRADLE (FROM SAME POUR AS BASE) UNDER THE ENTIRE LENGTH. North Central 1..01 Coune. of Gowmm..ta ~-\ tiQIE; STANDARDS ARE ADOPTED FROM lHE NCTOG STANDARD ~; ORAWINGS DATED NOV. '96. WllH LOCAL EXCEPllONS. STD. SPEC. REFERENCE STANDARD CONSTRUCTION DETAILS SANITARY SEWER MANHOLE: CAST-IN-PLACE 501., 502 STANDARD DETAIL 5030 DALLAS COUNTY, TEXAS CITY OF COPPELL THE-CITY-OF COPPELL ..~~.. ~... *.~~..... , .- . _ - - - tl ~ ~,--. - q x ^ 6 ' f> JUL '06 DATE SWL BY LOCAL EXCEPTION +AOD "IF REQUIRED. TO BLOCK OUT DIMENSION. NO. r i 1. II- u ~ J ;; o ~ ~ . j. ! o " ! oil ~ ~ ""1 ADJUST ABLE FRAME y ROOF OPTIONS c:> REINFORCED CONCRETE SLAB . N.T.S. w PRESSURE- TYPE MANHOLE FRAME AND COVER . WITH BOLTED COVER, OR AS SPECIFIED BY CITY. IX) MANHOLE FRAME SHALL BE CAST ~ I IN ROOF W/ CONTINUOUS POUR FROM BASE . . N "to Il:: '<t ..-:- = r<)ON va:w CONSTRUCTION JOINT WITH NOr<) KEY WAY WA TERSTOP, AND ,.... ....... 6" MIN. #3'S AT 12" O.C. EXTENDING i.n'Co . . NZ 9" INTO WALL (NOT REQ'D '-' '-' ~::E i.nb FOR 5' & 6' DIA. M.H.'S FOR CONTINUOUS POUR) SECTION A-A ~r<) SEE TRANSITION DETAIL v-vv N.T.S. Z ::E 8" MIN. i<-> (! CLASS "P1" CONCRETE -(j <) VI 6" MIN. MONOLITHIC POUR A A w 4' TRANSITION DETAIL FOR ~ -(j <( 5' & 6' DIA, M.H.'S > 8" MIN. 5' & 6' N.T.S. "- M.H. LID SHOULD 12" BE IN LINE WITH MIN. UPSTREAM PIPE WHERE POSSIBLE 12" MIN. ROOF STEEL LAYOUT 12" MIN. N.T.S. GEOTEXTILE MATERIAL 3/4" LIMESTONE ROCK FOUNDATION UNDER ROCK APPROVED RESILIENT PIPE-TO -MANHOLE CONNECTOR OR GASKET REQUIRED FOR PIPE OTHER THAN CLAY OR CONCRETE. STUBOUT TO BE FITTED NOTES <:J WITH WA TlERTIGHT STOPPER OR CAP 1. WHERE M.H.'S ARE IN "PROPOSED" STUBOUTS TO BE PAVING, FRAME & COVER SHALL BE A MIN. OF 5' LONG SET 23" BELOW THE PROPOSED WITH CONC. CRADLE PAVEMENT GRADE. (FROM SAME POUR) 2. IF FALSE M.H. BOTTOMS ARE REQUIRED FIRST MAIN LINE JOINT TO BE A 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 N.T.S. PER STD. DWG. NO. 5100. ENTIRE LENGTH. 3. LOCATE MANHOLE PER STANDARD CONSTRUCTION DETAIL 5170. North c.,traI T.... Councl or Gowrnmenta cr' hIQIE; STANDARDS ARE ADDPllED FROM THE NCTOG STANDARD r DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPllONS. STANDARD CONSTRUCTION DETAILS STD. SPEC. THE-CiTY.OF REFERENCE COPPELL SANITARY SEWER 501., 502. .~~~.. MANHOLE: PRESSURE TYPE STANDARD DETAIL ~ ~'- "^ -' "-~' q () .t -\ 6 \ l> 5050 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS r i 1. II- u ~ ~ ... ~ . . ~ ! .g ! oil ~ : ""1 TURBINE VENTILATOR-FIBERGLASS OR ALUMINUM WITH NYLON BUSHINGS . IZ w- ::E GALVANIZED STEEL PIPE APPROVED RESILIENT PIPE- TO- MANHOLE CONNECTOR OR GASKET. . I'") 12 GAUGE STAINLESS STlEEL STRAPS D. 6" STD. SPEC. REFERENCE 501.,502. STANDARD DETAIL 5060 STANDARD CONSTRUCTION DETAILS SANITARY SEWER MANHOLE: VENTED TYPE DALLAS COUNTY. TEXAS CITY OF COPPELL DATE BY LOCAL EXCEPTION r i 1. II- u ~ J ;; o ~ ~ North Central T.... Councl 01 Gowrnm..1o j ~-\ hIQX; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ! ~; DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPllONS. o " ~ "" oil ~ ~ -; ST ANDARD DROP CONNECTION N.T.S GAS SEALED DROP CONNECTION N.T.S 90" LONG RADIUS BEND "P1" CONCRETE 12" THICK BEND "P1 " MIN 6' " ~ z ::E N w -.J [D <( Cl: <( > MIN 4" MIN 4" MIN 2' MIN 2" REVERSE 45" WYE ONLY t==l 45" BEND p - . 6" MIN . CLASS "P1"------ CONCRETIE 90" LONG RADIUS BEND ROCK NOTE: 1. PIPE MATERIAL SHALL BE SDR 35 P.V.C OTHERWISE SPECIFIED. UNLESS DROP CONNECTION MANHOLE MAYBE USED ONLY WITH APPROVAL OF THE CITY ENGINEER. of Gowmm..tI MQlt; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. North Central 1..at Count ~-' ~' STD. SPEC. REFERENCE 303., 501., 502 STANDARD DETAIL 5070 STANDARD CONSTRUCTION DETAILS SANITARY SEWER MANHOLE: OUTSIDE DROP CONNECTIONS DALLAS COUNTY, TEXAS CITY OF COPPELL 2. THE-CiTY.OF COPPELL ..~~.-'~*~~Q.. ~ '~'.- _~~a (.t~6' -, ,& q DATE BY LOCAL EXCEPTION NO. r i 1. II- u ~ J ;; o ~ ~ . ~ ! o J oil ~ ~ ; PIPE 3/8" DIA. STAINLESS STEEL PIPE STRAP SET IN PLAN CONCRETE N.T.S. SEE MANHOLE STANDARD DRAWINGS FOR ADDITIONAL DETAIL OF M.H. P. V.C. 900 BEND REMOVE PORTION OF DROP PIPE TO CONNECT AS SHOWN WEIR DETAIL - N.T.S. WEIR (SEE DETAIL) I P.V.C. PIPE \ ELEVA TION - N.T.S. NOTE: 1. FLOW LINE OF SURCHARGE LINE NORMALLY PLACED AT TOP OF EXISTING SANITARY SEWER LINE UNLESS NOTlED OTHERWISE ON PLANS. DROP CONNECTION MANHOLE MAY BE USED ONLY WITH APPROVAL OF THE CITY ENGINEER. 2. or Gowmmlnta ~ STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. North Central 1..01 Counl C[) STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE SANITARY SEWER 501., 502. MANHOLE: INSIDE DROP CONNECTION STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY, TEXAS 5080 THc.eITY.OF COPPELL ..~~~ * f1j/JlJfA~.. r;~~~t) k " 6 \ " DAlE BY LOCAL EXCEPTION NO. r " ~ 1. II- u ~ I 1 ~ . . ~ ! o J oil ~ ~ --1 GROUT MANHOLE BOTTOM TO SLOPE AS SHOWN. A ~ A T = WALL THICKNESS D = MANHOLE DIAMETER d = PIPE DIAMETER ~ T ~~ o STANDARD CONSTRUCTION DETAILSi- NPkliN~ SANITARY SEWER 303.,502. MANHOLE: LINE INTERSECTION STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY. TEXAS 5090 TNE CITY-OF COPPELL ..~~.... ~* ~~-I' ~ " . .~~~~ I: k~&-' \ ~ q PLAN N.T.S. D I SECTION A-A - N.T.S. - - - - - - - - - - - - BY DATE T ~ REFER TO MANHOLE STANDARD DRAWINGS FOR ADDITIONAL DETAIL OF M.H. <1 <l A ~ <l ~ , o - A (?' of Gowmmentl t::!QIE; STANDARDS ARE ADOPllED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. North Centra T..OI Counc ~-' ~r LOCAL EXCEPTION NO. r " ~ 1. II- u ~ I " i . . 1 ... ! oil ~ ~ -; REMOVAL FALSE MANHOLE BOTTOM SHALL BE REMOVED AFTER THE FINAL APPURTENANCE ADJUSTMENT INSPECTION. THE PAVING CONTRACTOR AND OWNER'S REPRESENTATIVE WILL COORDINATIE THE REMOVAL OF THE FALSE MANHOLE BOTTOMS. STANDARD CONSTRUCTION DETAILS t SID. SPEc. REFERENCE SANITARY SEWER MANHOLE: FALSE BOTTOM STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY. TEXAS 5100 PL YWOOD POSITION 5/8" HOLES FOR 1/2" NYLON ROPE HANDLES THE.CITY.OF' COPPELL ..~~-..... ~ *~. tJj :~~.. /' ,-' .' -. 0 t .' - q k II 6 . \ '6 NYLON ROPE HANDLES NSTALLATION AND REMOVAL N.T.S. . to I o INSIDE DIAMETER OF MANHOLE DATE . IX) Co BY D PLAN VIEW N.T.S NST ALLA TION FALSE MANHOLE BOTTOM SHALL BE FURNISHED AND INSTALLED IN ALL MANHOLES CONSTRUCTlED IN ADVANCE OF PAVING. THESE FALSE MANHOLE BOTTOMS WILL BE INSTALLED AT A TIME DIRECTED BY THE ENGINEER BUT WILL USUALLY BE AFTlER ALL WORK IS COMPLETED ON THE WASTEWATER SYSTEM INCLUDING THE AIR TEST, BUT PRIOR TO THE FINAL INSPECTION. METAL STRAP HINGES (MIN. 3" LONG) W/BOL TS 5/8" HOLE FOR 1/2" NYLON ROPE HANDLES North CMltral 1"01 Counc. of Gowmmenta ~~\ ~ STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ~! DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPllONS. LOCAL EXCEPTION NO. r " ~ 1. II- u ~ J ;; o ~ ~ . . ~ ! o ! oil ~ ~ -1 W ::E <( a: u.. . to t 18" PVC PIPE W.A.D. ACCESS RISER WITH REMOVABLE CAP. LENGTH VARIES WITH DEPTH OF SANITARY SEWER LINE CONNECT W.A.D. TO SANITARY SEWER PIPE WITH WATER TIGHT RESILIENT SLEEVE POL YETHYLENE WASTlEWATER ACCESS DEVICE PAVED LOCATION (4' SQUARE) <t I i 2' I LOCA TlON UNPAVED BLOCK OUT IN PAVED AREAS ! ! I NON SHRINK GROUT COATING, WHEN NOT IN PAVING r~ <" STD. CAST IRON MANHOLE FRAME, COVER & RAINPAN AS SPECIFIED BY CITY. SEE DETAIL w o Z <( Il::W <(Cl. w- ..JCl. 00 .1- X <(Z ::E< Cl. IX)::E .0 .a: Zu.. ~ '..q- ~ ~ it ~ USE 2 PRECAST CONCRETE GRADE RINGS, NON SHRINK GROUT AS REQUIRED TO ADJUST TO GRADE. SEE DETAIL ~ ~ ~ it Ii !ti ~ ~ ~ ~ ~ !{;; ~ ~ 3/4" LIMESTONE ROCK~ ~ ~ ~ PVC 8" REMOVABLE PIPE PLUG ~ !ti ~ ~ s r i::; ~L_____-' ~r-----.., ;:;: 2000 PSI CONCRETE ENCASEMENT LINE EMBEDMENT AS SPECIFIED SEWER STAINLESS STEEL MANHOLE INSERT INSTALLED IN EACH MANHOLE UNLESS OTHERWISE APPROVED BY CITY ENGINEER APPROVED DEVICES: 1. S.S.1. SewerShield 2. Approved Equol UNDER ROCK FOUNDA TlON CUT AS REQUIRED FOR 6",8",10" OR 12" SANITARY SEWER PIPE. 8" PIPE SHOWN PROFlLL VIEW N.T.S. i MA TERIAL ~ " -.., / ~ ~ ~ ~ ~ ~ ~ MANHOLE COVER AND W.A.D ACCESS RISER DETAIL N.T.S. NOTES: 1. FIRST MAIN LINE JOINT TO BE A MIN. OF 5' LONG WITH CONC. CRADLE (FROM SAME POUR AS BASE) UNDER THE ENTIRE LENGTH. 2. IF FALSE M.H. BOTTOMS ARE REQUIRED, THEY SHALL BE CONSTRUCTED, INSTALLED AND REMOVED PER STD. DWG. NO. 5100. 3. SANITARY SEWER LINES 24" DIA AND LARGER REQUIRE A MIN. 5' DIA MANHOLE. 4. LOCATIE W.A.D. MANHOLE COVER PER STANDARD CONSTRUCTION DETAIL 5170. North c..traI rllOl Counc. of GoWIIrnrmntl C[' tiQlE; STANDARDS ARE ADOPllED FROM THE NCTOG STANDARD r DRAWINGS DAllED NOV. '96, WITH LOCAL EXCEPllONS. STD. SPEC. REFERENCE 303., 501., 502 STANDARD DETAIL & 5105 STANDARD CONSTRUCTION DETAILS SANITARY SEWER (WAD.) TEXAS WASTEWATER ACCESS DEVICE DALLAS COUNTY, CITY OF COPPELL CONNECT W.A.D. TO SANITARY SEWER PIPE WITH WATER TIGHT RESILIENT SLEEVE . ~ , +L . 3/4" LIMESTONE ROCK T_~E.CITY.~_F COPPELL ..~~~ ~.. ~;~~_-~qO 6 . JUL '06 DATE SWL BY LOCAL EXCEPTION AI NEW STANDARD CONSTRUCTION DETAIL ND.T r " ~ 1. II- u ~ I " i . ~ ! o " ! oil ~ ~ -1 #339 CONCRETE PSI CONCRETE SECTION A-A N.T.S. CLEANOUT BOOT OPENING TO BE INSTALLED CENTERED OVER THE CENTERLINE OF THE CLEAN OUT )STACK EXTENDED TO GROUND LEVEL Y A I .. WA TER TIGHT REMOVABLE PLUG 2000 PSI CONCRETE 2'-6" X 2'-0" X 6" FOUNDA TION I16" CLEANOUT 22 2000 PSI CONCRETE FOR EARTH DITCH: USE CLASS "C" EMB. FOR D.o. PIPE USE CLASS "B-1" EMB. FOR P.V.C. FOR ROCK DITCH: CLASS "A" EMB. 1ST. JOINT FROM 22 1/20 BEND TO BE A REDUCER TO 6" IF MAIN IS LARGER THAN 6" VIEW PROFILE N.T.S. MIN NOTES: 1. CLEANOUTS MAYBE LOCATED IN PAVING OR SIDEWALKS WITH APPROVAL OF THE CITY ENGINEER. 2. REFER TO THE CITY OF COPPELL WATER UTILITIES LIST OF APPROVED MATERIALS AND PRODUCTS FOR APPROVED BRANDS AND MODELS OF CLEAN OUTS AND RELATED ITEMS. 3. IDENTIFY CLEANOUT LOCATION PER STANDARD CONSTRUCTION DETAIL 5170. North tMltral T..OI Counc. or Ccwemm..tt cr' tiQIE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD r DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. STD. SPEC. REFERENCE 501.,502.,504 STANDARD DETAIL 5110 STANDARD CONSTRUCTION DETAILS SANITARY SEWER CLEANOUT DALLAS COUNTY, TEXAS CITY OF COPPELL THE.CITy.QF COPPELL """'-~~'.~~..- *~~_.... r....... .~\) l: --.- -. 'l k "6 . \ I!I DAlE BY LOCAL EXCEPTION NO. r i I II- u ~ I ... o ~ ~ !. ! D I oil ~ :: -; 1l::::E W<( ~W WIl:: VII- VI ~~ <(0 ~o Z. <(0 VI~ --r --.l t CLZ I~ :J 'i WA TIER SERVICE, LOCATED AT CENTER OF LOT 4" CLEANOUT #404 OR ATL-1504 PLAN VIEW N.T.S. MODEL ~ o ~ ~ PVC SANITARY SEWER TAPPING SADDLE W/ STAINLESS STEEL STRAPS PROPOSED 4" RESIDENTIAL SANITARY SEWER SERVICE LATlERAL ~ o ~ RED VINYL TAPE WITH WOOD STAKE GROUND LINE 1: 50 MIN. SLOPE ::E::E ::>=> ::E::E ZX -<( ::E::E '<to w (7j 0.. o o o N ....,. PROPOSED CONCRETE WALK " IDENTIFY LOCATION PER STANDARD CONSTRUCTION DETAIL 4210 PROPOSED PAVEMENT <:? " CLEANOUT CASTING TO BE FURNISHED AND PLACED PER SPECIAL CONDITIONS. IN VEHICLE TRAFFIC AREAS AND FOR COMMERCIAL MAINLINE LATlERALS, SANITARY SEWER CLEANOUT SHALL BE OF CAST IRON. OF TO & PROPOSED RESIDENTIAL SERVICE CONNECTION TO EXISTING SEWER PIPE N.T,S. NOTES: 1. 2. 3. COMPACTlED NATIVE MA TlERIAL BACKFILL 4" SANITARY SEWER LATERAL LENGTH VARIABLE --.l ~FUTURE 4" OR 6" SANITARY SEWER SERVICE LATERAL 50 MIN INSTALL TEMPORARY PLUG MIN. 5' PAST PROPERTY LINE 4" SWEEP TEE W / 2000 PSI CONCRETE ENCASEMENT SANITARY SEWER EMBEDMENT SEE STANDARD CONSTRUCTION DETAIL 3050 WYE CONNECTION TO SANITARY SEWER MAIN SLOPE LA TERAL BE 1: 50 MINIMUM UNLESS INSTRUCTED OTHERWISE THE SANITARY SEWER LATERAL SHALL BE CONNECTlED TO BUILDING LATERAL AND CONSTRUCTED IN SUCH MANNER AS TO CLEAR EXISTING UTILITIES AND PROPOSED FACILITIES SUCH AS STORM SEWER MAINS, PAVING, SIDEWALKS, RETAINING WALLS, ETC. VERTICAL BENDS (22.5" MAX.) MAY BE USED IF APPROVED BY CITY. BY CITY. 6" MIN. PER SIDE BE 5. INSTALL TEMPORARY PLUG AT PROPERTY LINE IF BUILDING LATERAL DOES NOT EXIST. 6. SUBSTITUTE 4" FOR 6" FITTINGS IF PLANS OR SPEC. CONDo CALL FOR 4" LATERALS. BUILDING LATERAL SHALL THE MAINLINE LATERAL CONNECTION TO THE PRIVATIE AS CLOSE TO THE PROPERTY LINE AS POSSIBLE 4. 7. THE CLEANOUT STACK & CASTING MAY BE PLACED IN THE PARKWAY, VEHICLE AREAS OR SIDEWALK, IF NECESSARY. TRAFFIC DEEP. WHEN TRENCH IS LESS THAN 7' TRENCH IS MORE THAN 7' DEEP 6" DIA. SHALL BE REVIEWED STANDARD" SERVICE CONNECTIONS APPLY DEEP" SERVICE CONNECTIONS APPLY WHEN DESIGN OF SERVICE LATERALS LARGER THAN ON A PROJECT SPECIFIC BASIS. DENTlFY CLEANOUT LOCATION PER STANDARD 8. 9. O. 2000 PSI CONCRETE ENCASEMENT SANITARY SEWER LATERAL-STANDARD CONNECTION N.T.S. 5170. N THE PUBLIC R.O.W. OR EASEMENT MUST BE GREEN IN COLOR of Gowmmentl tlQlf; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. North Central T..~ ColIn ~-. ~; STD. SPEC. REFERENCE 303.,501., 502 STANDARD DETAIL STANDARD CONSTRUCTION DETAILS SANITARY SEWER 5120 STANDARD SERVICE CONNECTION DALLAS COUNTY, TEXAS CITY OF COPPELL CONSTRUCTION DETAIL ALL SANITARY SEWER PIPE 2. JUL. '06 DATE SWL BY LOCAL EXCEPTION ADD RESIDENllAL SERVICE DETAIL. NO. r j 1. II- u ~ ~ " o ~ ~ = ~ ! o " ! oil ~ ~ ; ~ ~ WA TER SERVICE, LOCATED 0 0 AT CENTER OF LOT ~ ~ ~ ~ - a:::E PVC SANITARY SEWER TAPPING ~~ SADDLE W/ STAINLESS STEEL STRAPS bl~ VI >-z a:~ <(0 J + 1= ~o Z - <(' VI~ ~PROPOSED 4" RESIDENTIAL 4" CLEANOUT ~W SANITARY SEWER SERVICE LATERAL MODEL #404 OR ATL-1504 - ).. PLAN VIEW [LZ >- N.T.S. Ui I~~ , lNYL 0- n.. - 0 NOOD .KE & PROPOSED RESIDENTIAL SERVICE IDENTIFY LOCATION PER 0 STANDARD CONSTRUCTION DETAIL 4210 PROPOSED 0 GROUND LINE N CONNECTION TO EXISTING SEWER PIPE CONCRETIE WALK 1: 50 MIN. SLOPE "..q- N.T.S. PROPOSED\ rM NOTES PAVEMENT 1. CLEANOUT CASTING TO BE FURNISHED AND PLACED PER SPECIAL CONDITIONS. IN VEHICLE "" ~ I - TRAFFIC AREAS AND FOR COMMERCIAL MAINLINE LATlERALS, SANITARY SEWER CLEANOUT 0- I SHALL BE OF CAST IRON. '~A"VA'" - ::E::E COMPACTED NATlVE-'/ ::J::J 2. SLOPE OF LATERAL TO BE 1: 50 MINIMUM UNLESS INSTRUCTED OTHERWISE BY CITY. ::E~ -x 3. THE SANITARY SEWER LATERAL SHALL BE CONNECTED TO BUILDING LATERAL AND CONSTRUCTlED MA TERIAL BACKFILL ~<( ::E::E IN SUCH MANNER AS TO CLEAR EXISTING UTILITIES AND PROPOSED FACILITIES "..q-io SUCH AS STORM SEWER MAINS, PAVING, SIDEWALKS, RETAINING WALLS, ETC. 4" SANITARY SEWER LATlERAL VERTICAL BENDS (22.5" MAX.) MAY BE USED IF APPROVED BY CITY. LENGTH VARIABLE I 4 i 4. THE MAINLINE LATERAL CONNECTION TO THE PRIVATE BUILDING LA TlERAL SHALL BE P AS CLOSE TO THE PROPERTY LINE AS POSSIBLE. 5. INSTALL TlEMPORARY PLUG AT PROPERTY LINE IF BUILDING LATERAL DOES NOT EXIST. 1'-FUTURE 4" OR 6" SANITARY 6. SUBSTITUTIE 4" FOR 6" FITTINGS IF PLANS OR SPEC. CONDo 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. -INSTALL TlEMPORARY PLUG SANITARY SEWER EMBEDMENT ~ MIN. 5' PAST PROPERTY LINE B. "STANDARD" SERVICE CONNECTIONS APPLY WHEN TRENCH IS LESS THAN 7' DEEP. SEE STANDARD CONSTRUCTION 9. "DEEP" SERVICE CONNECTIONS APPLY WHEN TRENCH IS MORE THAN 7' DEEP. DETAIL 3050 4" SWEEP TEE W/ 2000 PSI CONCRETE 10. DESIGN OF SERVICE LATERALS LARGER THAN 6" DIA. SHALL BE REVIEWED ENCASEMENT ON A PROJECT SPECIFIC BASIS. 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-DEEP CONNECTION WYE CONNECTION TO - SANITARY SEWER MAIN N.T.S. North Central 1.01 Counc:l Df GcMmm...u Cf' -2000 PSI CONCRETE tiQIE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD . DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPllONS. ENCASEMENT r - - - - - - STANDARD CONSTRUCTION DETAILS STD. SPEC. THE-CITY.OF REFERENCE - - - COPPELL SAN IT ARY SEWER 303., 501., 502 - - - ~ - ..,~~~.. DEEP SERVICE CONNECTION STANDARD DETAIL ADD RESIDENllAL SERVICE DETAIL. SWL JUL. '06 ~t'J(~"- ~ qCl - - " 6 \ f> 5130 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY. TEXAS r i I II- u ~ ~ ... ~ ~ . . ~ ! o J ell ~ ~ -1 12" BELOW PROPOSED TOP OF SIDEWALK AS DETlERMINED FROM PAVING GRADE COUPLING TO BUILDING PROPOSED WALK SANITARY SEWER LATERAL NOTlES: 1. CLEANOUT TO BE INSTALLED ON ELEVATION AT---7 PROPERTY LINE EXCEPT AS REQUIRED ~ BUILDING TO AVOID CONFLICT WITH EXISTING OR PROPOSED TOP OF CURB - SEWER PROPOSED FACILITIES IN WHICH 4" PIPE STACK LA TERAL CASE THE LOCATION SHALL BE (VARIABLE) z DETERMINED BY THE CITY. ::E .v . 2. SUBSTITUTE 4" FOR 6" FITTINGS v IF PLANS OR SPEC. CONDITION 2000 PSI CONC. CALL FOR 4" LATERALS. '6" ADAPTER /2OBEND 6":t LONG SANITARY SEWER LATERAL WITH CLEAN OUT, LENGTH VARIABLE SEE STANDARD CONSTRUCTION DETAIL 5120 OR 5130 PROPOSED LATERAL DETAIL - N.T.S. EASEMENT FOR TEMP f(\... I WORKING ~ SPACE AS I I REQUIRED. : I 6'+ I I. - ~! CONC ct EXISTING PAVEMENT EXIST. SANITARY SEWER MAIN Ie NOTE: SANITARY SEWER LATERALS AND C.O.'S ARE TO BE CONSTRUCTED TO CLEAR EXISTING AND PROPOSED FACILITIES, SUCH AS STORM SEWER MAINS, PAVING, RETAINING WALLS, OTHER UTILITIES, ETC. THE SANITARY SEWER LA TERAL SHALL HAVE A MIN. COVER OF 4' BELOW THE PROPOSED CURB GRADE A T THE PROPERTY LINE, OR AS REQUIRED TO MAINTAIN A MINIMUM OF 2.00% GRADE, OR AS DIRECTED BY THE CITY. - PROPOSED SANITARY SEWER MAIN - - - STANDARD CONSTRUCTION DETAILS I STD. SPEC. THE.CITY.OF REFERENCE - COPPELL SANITARY SEWER 303., 501., 502 - - ~~~~~.. LATERAL REPLACEMENT PRIOR TO PAVING STANDARD DETAIL /' I: - -, - '. q (l - .t -\ {. , ~ 5140 DATE CITY OF COPPELL DALLAS COUNTY, TEXAS North Central T.... Councl or GooMmmlnta ~-',. ~ STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ~; DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. BY LOCAL EXCEPTION NO. r " ~ 1. II- u ~ ~ .... o ~ ~ . . ~ ! D ! oil ~ ~ -1 OUT OF PAVEMENT IN PAVEMENT N.T.S. N.T.S. EX. MH. FRAME & COVER TO BE REMOVED & REPLACED W/ TOP SOIL OR SOLID SOD z :::Ew 0 - <( Vi va: 0<:> 0.. I-~ 0 0 ~g 0 Ow N :::ElD N w a: ~ NATIVE MATERIAL COMPACTED TO A DENSITY NOT LESS THAN 90% (95% IN PAVEMENT) . STANDARD PROCTOR DENSITY. . . ~ ~ SAND AND/OR GRAVEL COMPACTED . . 0 TO A DENSITY NOT LESS . THAN 90% (95% IN PAVEMENT) ~ . , EX. SANITARY SEWER MAIN . " STANDARD PROCTOR DENSITY. . . . ,. FLOWABLE FILL, 2: 27, C.T.B. OR APPROVED EQUAL . o 6 . 2000 PSI CONCRETE . TO A POINT " ABOVE ~ ~~ TOP OF PIPE . .,; . . 6" TO BE PLUGGED . PRIOR TO POURING . . . o. 2000 PSI CONCRETE. . EX. SANITARY SEWER MAIN !' .A . / . . . ~ 0 , -"-~~- -------] q , ./ --~-- ----- p . . . . 0 0 . 0 , 0 , . . TO BE PLUGGED WITH 2000 PSI North Central Tuca Councl of Gowmmenta EXISTING CONC. CONCRETE PRIOR TO POURING C[, C. T.B. OR 2: 27 CONCRETIE tiQJr; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD BASE ; DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. r STANDARD CONSTRUCTION DETAILS STD. SPEC. THE.CITY.OF REFERENCE COPPELL SANITARY SEWER 303., 504. ..~~~~.. MANHOLE ABANDONMENT IN AND OUT OF PAVING STANDARD DETAIL t .t~"'. e q 5150 ' , ' NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS r " ~ 1 u ~ J ;; ~ ~ . . ~ ! o " 5 ~ oil ~ ~ -; (4) 3/4" 11} x 2" --J:~ BOLTS r WITH NUT AND WA~HER TYPE 304 STAINLESS STEEL OR EQUIVALENT --(3) LAYERS OF GRAPHITE IMPREGNA TIED 50# FELT OVER 1" OF NON-SHRINK GROUT FOR BEARING SURFACE OF PIPE '-#4 BENT BARS, 8" OCEW ~(3) #5 BENT BARS (6) #5 BARS WITH #3 SPIRAL TIES @ 6" PITCH WITH (2) FLAT TURNS TOP AND BOTTOM CENTlERS #4 TIE BARS ON 8" 12' 8" SECTION NTS A-A (2) 2-1\2" x 1/4" STRAPS, TYPE 304 STAINLESS STEEL \ WITH (2) 7\8" 11} HOLES OUTSIDE DIAMETER OF PIPE + 12" 24" 8" PIPE P.V.C IA n= J DIRECTION OF FLOW .. n= DUCTILE IRON PIPE (CLASS 52 OR AS SPECIFIED) - B NORMAL W.S. -----~~---~ -- A GRADE TRANSITION P.V.C ~J CONCRETE ENCASEMENT (LENGTH WILL VARY ~ WITH SITE AND BANK SLOPE CONDITIONS) IN NO CASE SHALL THE ENCASEMENT BE LESS THAN 8 FEET. THICK CONCRETE COLLAR CENTERED ON COUPLING, SEE SECTION 'C-C' 2 v ./ o o W 0.. n.. . IX) ;-, (2) #4 BENT BARS--./ EACH FACE, 12" l~: ll.. o . D:::V wN I- ~+ <('-' D~ -l wn.. 0::> (7)0 1-0 ::> o OUTSIDE DIAMETER OF COUPLING + 24" TIE BARS ON CENTlERS tr- ~ I I NOTE: CONSTRUCT MINIMUM WIDTH OF COLLAR ALONG PIPE=2' (1' EACH SIDE OF JOINT). DUCTILE IRON PIPE SHALL BE CLASS 52 MINIMUM, OR AS SPECIFIED BY THE CITY ENGINEER. PIPE WALL THICKNESS SHALL BE ADEQUATIE FOR THE SIZE AND SPAN AS DESIGNED NOTES: 1. .~ ~ PIERS SHALL PENETRATE A MINIMUM OF 6' FEET INTO ROCK OR BLUE SHALE. CASING SHALL BE MATERIALS SHALL CONFORM TO THE STANDARD SPECIFICA TIONS AND/OR LOCAL EXCEPTIONS. WHERE SOILS ARE NOT STABLE, A STlEEL USED ON THE DRILLED PIER SHAFT. 2. 3. 4. NOTE: ALL EXPOSED EDGES SHALL HAVE A 1" X 45" CHAMFER. NUMBER OF PIERS AND SPACING WILL VARY WITH LENGTH OF SPAN. 5. ( 4) #4 BARS EACH FACE #4 BENT BARS EACH FACE SECTION C-C NTS OUTSIDE DIAMETER OF TRANSITION COUPLING of eo..mm..ta !:iQIE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPllONS. North CMItra1 11101 Counc ~-' ~/ STD. SPEC. REFERENCE 303., 501., 702 STANDARD DETAIL 5160 STANDARD CONSTRUCTION DETAILS SANITARY SEWER AERIAL CROSSING DALLAS COUNTY, TEXAS CITY OF COPPELL THE CITY.OF COPPELL ..~~~ * ~~.. ;~~q DATE BY LOCAL EXCEPTION NO. r i 1. II- u ~ J i . . ~ ! o I oil ~ ~ "1 ~ ~ MANHOLE LID ,/ PAINT RED ~ ~ FRAME - G F ACE OF CURB ...,......... 1 ! --. . .". - SANITARY SEWER MANHOLE DENTIFICA TION ADJACENT TO CURB N.T.S. A SANITARY SEWER:,\ I \ SERVICE LINE ~ It' ~ I \ fr \ fr fr \ frfr It' FACE OF CURB ., .: .---~ ,- '- . < SANITARY SEWER SERVICE IDENTIFICATION N.T.S. . - - STANDARD CONSTRUCTION DETAILS sm. SPEC. THE.CiTY.OF REFERENCE - -.- - - COPPELL M.H, & CLEAN OUT LOCATION AND IDENTIFICATION 804. - 'f~~JN.."';" CURB LETTERING AND COLOR CODING STANDARD DETAIL 1:.......- --~ q 5170 - -\' ~ 6 \ e, DAlE CITY OF COPPELL DALLAS COUNTY, TEXAS CONCRETE PAD FACE OF CURB fr fr ~~ fr CLEANOUT LID NO PAINT fr BY SANITARY SEWER CLEAN OUT DENTIFICA TION N.T.S. NOTES: 1. IDENTIFICATION LETTERS SHALL BE CHISELED OR CUT INTO THE r FACE OF THE CONCRETE CURB AND IN LINE WITH MANHOLE i OR CLEAN-OUT LOCATION. LETTERS SHALL BE 3" HIGH X 3" WIDE BY APPROXIMA TEL Y 1/8" DEEP. 1. II- 2. PAINTED RECTANGULAR FRAME SHALL EXTEND 1" BEYOND ~ IDENTlFICA TION LETTERS. J ;; 0 ~ ~ North Centr~ Tex~ Councl of GoYemmentl . ! O~' ~ STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ; DRAWINGS DATED NOV. '96. WllH LOCAL EXCEPllONS. ; ~ - 0 - " ! - - oil ~ - ~ - NO. LOCAL EXCEPTION ""1 SANITARY SEWER GENERAL NOTES AND TESTING SERVICE SANITARY SEWERLlNE MINIMUM DIAMETER SHALL BE 8 LA TERALS SHALL HAVE A MINIMUM DIAMETER OF 4". SANITARY SEWERLlNE INSTALLATIONS MAY BE SUBJECT TO INFILTRATION TESTING, EXFIL TRA TION TESTING, MANDREL TESTING AND LOW PRESSURE AIR TESTING IN ACCORDANCE WITH THE TEXAS ADMINISTRATIVE CODE RULE 317.2. 2 ALL SANITARY SEWERLlNE 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 SEWERLlNE BY THE CITY. 3. WITH IN ACCORDANCE 5.2. & MANHOLES SHALL BE VACUUM TESTED NCTCOG CONSTRUCTION METHOD 502.1 4 SANITARY SEWERLlNE INSTALLATIONS THAT CROSS OR CLOSELY PARALLEL A WATERLINE SHALL BE DESIGNED IN ACCORDANCE WITH THE TEXAS ADMINISTRATIVE CODE RULE 317.2. 5 N ACCORDANCE WITH THE CITY OF FOR SANITARY SEWERLlNE EMBEDMENT. SANITARY SEWERLlNE EMBEDMENT SHALL BE COPPELL STANDARD CONSTRUCTION DETAILS 6 North Central T.OI Councl or Gowmm...lI ~-\ !iQIE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD lttL..j DRAWINGS DA llED NOV. '96, WllH LOCAL EXCEPllONS. STANDARD CONSTRUCTION DETAILSi- ~PkllJ& SANITARY SEWER 502. GENERAL NOTES AND TESTING STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY, TEXAS 51 80 THE.CITY-Of' COPPELL ..~~, *,~~~.. (7""~~~ q JUL '06 DATE SWL BY LOCAL EXCEPTION CHANGED CONSTRUCllON MElHOD TO 502.1.5.2. .&. NO. r i 'i i u ~ l " o ~ ~ . ~ . i j M ~ : -; #4 BARS AT 15" (4' M.H.) OR 9" (5' & 6' M.H.) INSIDE FACE. I I I #4 DOWELS AT 18" .2- r ALL AROUND EXCEPT I IN WAY OF PIPE G -=t 5" MIN A-A ___#4 BARS AT 18" INSIDE FACE ~ ...l ~ FF (4' M.H.), OR (5' & 6' M.H.) I T:" #4 BARS----<-1 AT 18" ~ OUTSIDE FACE .J #4 BARS ----J ~ AT 18" OUTSIDE FACE I ... #4 BARS AT 6" C-C #5 BARS AT 8" C-C EACH WAY HOOKED EACH END #4 BARS AT 6" C-C (4' M.H.) OR #S BARS AT 8" C-C (S" & 6"M.H EACH WAY. HOOK EACH END A v W ... ~ 3= 1-1 I > 3-#4 BARS (4' & 5'M.H.) OR #5 BARS (6' M.H.) AT OPENING AS SHOWN. #4 BARS AT 6" C-C f (4' M.H.), OR #5 BARS AT 8" C-C (S' & 6' M.H.) EACH WAY RINGS GRADE USE PRECAST CONCRETE 24' 11i14 BARS AT 6" C-C GRADE RINGS AS REQUIRED DIA .. ($ M.H.), OR #S BARS TO RAISE TO GRADE #4 BARS AT 8" C-C (5' & 6' M.H.) #4 BARS AT 18" EACH WAY. VERTICAL BARS" #4 BARS AT 18 =-Wi (IF WALL HEIGHT T IS OVER 4'(4' & 5' · M.H.), OR 6'(6' M.H USE STEEL REBAR SPACERS) SLOPE 3/8" TO DRAIN I #4 BARS AT 6" C-C (4: M.H) #5 BARS AT 8" c-c (5 & 6 EACH WAY SECTION N.T.S. T -.......... PRECAST CONCRETE TO TOP SLAB 23" PAVING SURFACE ~ PLAN N.T.S. STANDARD M.H. FRAME AND COVER AS SPECIFIED BY CITY H "-3" 1'-8" 2'-2" G 6" 8" 10" TABLE OF DIMENSIONS N.T.S F 9" 12" 16" E 6' 6' 9' T 8" 8" 9" V 5'-4" 6'-4" 7'-6" M.H. SIZE(W) 4' 5' 6' NON SHRINK GROUT 1: 2 I' "\ I -0' , , . o I -- ~I, AT (f) W Il:: <( > CLASS "A" CONCRETE lQ TOP OF PIPE <('cow WLI')' ....... lD~() o~m:i ....J~<( <(~c:: . <( <( u.. u.. <( 0 ::E I-VlW VI~' Z c:: 0 ~ c:: ::i lP. 0~(7j ~<(~Ol:l N I- VI CD Q:v::J z....-:.t-.L/1 0"11:0 -................... I NOTES: I L SLOPE INVERT OF MANHOLE AS INDICA TED ON PLAN-PROFILE SHEET. LA YERS OF REINFORCING STEEL NEAREST THE INTERIOR AND EXTERIOR SURFACE SHALL HAVE A COVER OF 2" TO THE CENTER OF BARS, UNLESS OTHERWISE NOTED. 2. w CORNER DETAIL PLAN VIEW N.T.S OR M.H M.H & 5' M.H (4' (6' 2" X 4" KEY WAY OR #4 BARS AT 8" C-C #5 BARS AT 8" C-C IN LIEU OF KEY WAY "A' CLASS 3. CONCRETE SHALL BE B-B SECTION N.T.S of Gowmments ~ STANDARDS ARE ADOPllED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. North Central 1_01 Counc C[' . r STD. SPEC. REFERENCE 303.,501.,702 STANDARD DETAIL 6010 STANDARD CONSTRUCTION DETAILS DALLAS COUNTY, TEXAS STORM DRAIN MANHOLE 4', 5' OR 6' SQUARE CITY OF COPPELL THr;:.CITY.OF COPPELL ..~~~ *.~~" -;~~~a ..t Jll 6 \ I'> - DAlE BY LOCAL EXCEPTION NO. r i I II- u ~ ~ "U ~ ~ . ;. ! o "U ! oil ~ ~ --1 0'-0" OPENING 1/2" PREMOLDED EXPANSION JOINT MATERIAL GUTTIER NOTE: LOCATION OF MANHOLE OPENING TO BE AT OUTFALL END, UNLESS OTHERWISE DIRECTlED BY THE CITY. PROPOSED STORM DRAIN LATERAL j;;SECTION C-C, SEE STANDARD CONSTRUCTION DETAIL 6020-2 #4 BARS C ~P & BOTTOM SLAB #4 BARS B- TOP SLAB AT 7 1/2"C-C #4 BARS G-BOITOM SLAB AT 7 l/t c-c /2"C-C AT 2 l/tC-C 3m~I . ~:::>I- g:::>00 uo~ z <( AT 7 /2"C-C AT 7 SECTION B-B, SEE STANDARD CONSTRUCTION DETAIL 6020-2 #4 BARS A FIELD CUT BARS B & C TO CLEAR MANHOLE CONSTRUCTION JOINT AT CONCRETE PAVEMENT W/ #5 DOWELS AT 2' C-C GUTTER A A 1/2" PREMOLDED EXPANSION JOINT MA TlERIAL BARS M BARS N VIEW A-A, SEE STANDARD CONSTRUCTION DETAIL 6020-2 PLAN N.T.S. r i 'i i u .~ 1 !E ... o ~ ~ North Con.... r... CoIlncl of Gowmm..ta ~ ~-'1. ~ STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD i ~ DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. i = 1- ,. - oil ~ - 'l[ - Q; NO. -1 DETAIL NLETS BEAM 15' & 20' T.S. TRANSVERSE (FOR USE WITH N. STD. SPEC. REFERENCE 303., 501., 702. STANDARD DETAIL 6020-1 STANDARD CONSTRUCTION DETAILS STORM DRAIN CURB INLET: 5',10',15' OR 2 CITY OF COPPELL 0' OPENING TEXAS DALLAS COUNTY. THE.CITy.QF COPPELL ..~~~ * ~Jfii{4'~ ~ ;~~~~o " A I) \ e, SECTION B-B - - N.T.S. sj I COPPELL JUL. '06 ..~,,~.. t 'V--' - q - - k <\ 6 . \ ~ BY DATE BARS F BARS G AT 7 1/2"C-C ~ BARS C SECTION C-C - N.T.S. & 30" PERMISSIBLE CONSTRUCTION JOINTS-KEYED BARS C AT 7 1/2"C-C /2"C-C OF (TO 20' TRANSVERSE BEAM BE USED ON 15' & INLETS ONLY) /4' ~ ~ ~ SLOPE BARS B AT 7 1/2"C-C ALL CONCRETE SHALL BE CLASS "A" CONCRETE. REINFORCING BARS SHALL BE STANDARD GRADE STlEEL. BARS OF A DIAMETER AND LENGTH AS SHOWN. CHAMFER ALL EXPOSED CORNERS 3/4" EXCEPT WHERE OTHERWISE NOTED DIMENSIONS RELATING TO REINFORCING STEEL ARE TO CENTERS OF BARS. FIELD CUT AND BEND BARS AS NECESSARY TO ACCOMMODATE STORM DRAIN BE APPROVED BY THE CITY AND INSTALLED BY BARS F AT 7 1/2"C-C BARS C AT 7 1/2"C-C REINFORCING PIPE. BARS C DEFORMED GUTTIER POINT TO REMAIN ON THIS LINE AND CONSTANT AT 2"- 6" OPENING ---- (I r ---- I :.r - I I io . I ~ l- . 0 I I ~ I I [L w I CONSTRUCTION 0 V JOINTS KEYED ~ ' I :1________ VIEW A-A - N.T.S. RING AND COVER SHALL THE CONTRACTOR. 1. 2. 3. 4. 5. 6. or Gowemmtntl !:to.lr; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. North Ca1tra1 TII.. Councl 0_, , r STD. SPEC. REFERENCE 303., 501., 702 STANDARD DETAIL 6020-2 STANDARD CONSTRUCTION DETAILS STORM DRAIN 5',10',15' OR 20' OPENING DALLAS COUNTY, TEXAS CITY OF COPPELL CURB INLET: LOCAL EXCEPTION CHANGED DIMENSION TO 30. NO. r j 1. 8- u .~ ~ v ~ . . ~ ! D ... j ,. oil ~ ~ -; 3'-8" 4'-8" 5'-8" 3'-"W" 4'-"W" 5'-"W" 24" MIN. 20" MIN. ~ CAST IRON FRAME AND COVER - N.T.S - STANDARD CONSTRUCTION DETAILS STD. SPEC. THE.CITY.OF REFERENCE COPPELL STORM DRAIN 502., 702. "~~~~'f CURB INLET: REBAR AND M.H. FRAME & COVER I STANDARD DETAIL t ~. "q 6020-3 x .... b . \ I!> CITY OF COPPELL DALLAS COUNTY. TEXAS DAlE BARS C LGTH.OPEN.+O'-B" BARS D 'LGTH.OPEN.+11'-B" #4 BARS C & D N.T.S. I"W" +0'-8"1 #4 BARS G N.T.S. I"W" +0' -8"1 #5 BARS ~ N.T.S - - - - - - BY LENGTH OF OPENING + 0'-8' ~ ~ - ~ #4 BARS E #4 BARS F N.T.S. N.T.S. 1 12 ~ V V 's.. . I 3'-0" I "W"+O'-5" ..:.....0 #4 BARS J #3 BARS M N.T.S. N.T.S B 2[1 #4 BAR S N.T.S . /4 ~ - I ~ I P ~ #4 BARS A N.T.S of Gowmmenu tiQlr; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPllONS. North Cenlnll T.... Coun, t:[' , r LOCAL EXCEPTION NO. r i 'l II- u .~ J ;; i . ~ ! o j oil ~ : "1 OPENING LENGTH "L" = 5ft OPENING LENGTH "L" = 10ft OPENING LENGTH "L" = 15 ft OPENING LENGTH "Ln = 20 ft DEPTH ALL WIDTHS "0" LENGTHS Widths "W" Widths "w" Widths "w" Widths "w" AND 4ft 5ft 3ft 4ft 5ft 3ft 4ft 5ft 3ft 4ft 5ft 3ft 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 J 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 " " " " " " " " 24 " " " " " 32 " " " " " 40 " " " " " " " 48 .. .. 4'-3" 19 " " " " " " " " 24 " " " " " 32 " " " " " 40 " " " " " " " 48 .. " 4'-6" 21 .. " .. " " " " " 26 " " " " " 34 " " " " " 42 " " " " " " .. 50 .. " 4'-9" 21 " " " " " " " " 26 " " " " " 34 " " " " " 42 " " " " " " " 50 .. .. 5'-0" 21 " " .. " " " " " 26 " " " " " 34 " " " " " 42 " " " " " " " 50 " .. 5'-3" 23 .. " " " " " " " 28 " " " " " 36 " " " " " 44 " " " " " " " 52 .. .. 5'-6" 23 .. .. " " " " " " 28 " " " " " 36 " " " " " 44 " " " " " " " 52 .. .. 5'-9" 25 " " " " " " " " 30 " " " " " 38 " " " " " 46 " " " " " " " 54 .. .. 6'-0" 25 " " " " " " " " 30 " " " " " 38 " " " " " 46 " " " " " " " 54 .. .. 6'-3" 26 " " " " " " " " 30 " " " " " 38 " " " " " 46 " " " " " " " 54 " " 6'-6" 27 .. " " " " " " " 32 " " " " " 40 " " " " " 48 " " " " " " " 56 " .. 6'_9" 27 " " " " " " " " 32 " " " " " 40 " " " " " 48 " " " " " " " 56 " .. 7'-0" 29 .. " " " " " " " 34 " " " " " 42 " " " " " 50 " " " " " " " 58 " .. 7'-3" 29 " " " " " " " " 34 " " " " " 42 " " " " " 50 " " " " " " " 58 " " 7'-6" 30 " " " " " " " " 34 " " " " " 42 " " " " " 50 " " " " " " " 58 " .. 7'-9" 31 " .. " " " " " " 36 " " " " " 44 " " " " " 52 " " " " " " " 60 .. " 8'-0" 31 .. " " " " " " " 36 " " .. " .. 44 " " " " " 52 " " " " " " .. 60 .. .. 8'_3" 32 " " " " " " " " 36 " " " " " 44 " " " .. " 52 " " " " " " " 60 " .. 8'-6" 33 " " " " " " " " 38 " " " " " 46 " " " " " 54 " " " " " " " 62 " " 8'-9" 34 " " " " " " " " 38 " " " " " 46 " " " " " 54 " " " " " " " 62 " .. 9'-0" 35 " " " " " " " " 40 " " " " " 48 " " " " " 56 " " " " " " " 64 .. .. 9'-3" 36 " .. " " " " " " 40 " " " " " 48 " " " " " 56 " " " " " " " 64 " .. 9'-6" 37 " " " " " " " " 42 " " " " " 50 " " " " " 58 " " " " " " " 66 .. " 10'-0" 38 " .. " .. " " " " 42 " " " " " 50 " " " " " 58 " " " " " " " 66 " .. STEEL REINFORCING OF BILL 3 NOTE: FOR CONVENIENCE, DEPTHS OF INLETS SHOWN IN ABOVE TABLES ARE IN INCREMENTS OF INCHES BUT ANY DEPTHS OTHER THAN THOSE SHOWN ABOVE MAYBE USED WHEREVER DEEMED NECESSARY. QUANTITIES FOR OTHER DEPTHS FALLING WITHIN THE LIMITS OF THE TABLE MAY BE FOUND BY INTlERPOLATlON. North Clntral T.... Counc. of Gowmm..tI /fIII1fi-\ HQIE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD lttE.r; DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE STORM DRAIN 702. CURB INLET: BILL OF REINFORCING STEEL STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY, TEXAS 6020-4 H Y . 0 F COPPELL 1f~~'....~ * ~~..-_...,~.. ,. . - '5{~. t .. ~~ Q .t ~ 6 \ " DATE BY LOCAL EXCEPTION NO. r " ~ 1. II- u ~ l " o ~ ~ . ~ ! o I oil ~ ~ ; OF DEPTH 5' -0" OPENING 10'-0" OPENING 15'-0" OPENING 20' -0" OPENING "D" WIDTH 3'-0" WIDTH 4'-0" WIDTH 5'-0" WIDTH 3'-0" WIDTH 4'-0" WIDTH 5'-0" WIDTH 3'-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 CONe 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. 3'-6" 2.62 306 2.95 332 3.2B 373 4.12 479 4.64 521 5.20 564 5.69 667 6.40 721 7.10 775 7.20 B46 B.11 909 9.03 976 3'-9" 2.70 309 3.04 341 3.39 373 4.25 494 4.78 536 5.34 579 5.87 687 6.58 741 7.30 796 7.42 874 8.34 937 9.27 1010 4'-0" 2.78 328 3.14 364 3.49 399 4.38 518 4.92 565 5.49 610 6.05 718 6.77 776 7.49 835 7.64 909 8.58 976 9.51 1046 4'-3" 2.87 334 3.23 370 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" 2.95 356 3.32 394 3.69 431 4.64 558 5.20 607 5.79 656 6.40 770 7.14 830 7.88 891 8.09 973 9.04 1043 9.99 1115 4'-9" 3.03 361 3.41 410 3.79 438 4.77 566 5.34 616 5.94 665 6.57 780 7.32 841 8.07 903 8.31 986 9.27 1056 10.23 1129 5'-0" 3.12 367 3.51 416 3.90 445 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'-3" 3.20 383 3.60 424 4.00 465 5.03 600 5.61 652 6.23 704 6.93 827 7.69 890 8.46 955 8.76 1044 9.73 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 B37 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 3.8B 460 4.30 504 5.42 646 6.03 702 6.68 757 7.45 BBB 8.25 954 9.05 1022 9.42 1119 10.43 1196 11.43 1276 6'-3" 3.53 425 3.97 470 4.41 515 5.55 661 6.17 718 6.83 773 7.63 90B 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 125B 11.92 1340 6'-9" 3.70 441 4.15 490 4.61 537 5.81 688 6.45 747 7.12 806 7.98 945 8.81 1015 9.63 1066 10.09 1191 11.12 1272 12.15 1355 7'_0" 3.7B 460 4.25 510 4.71 560 5.94 716 6.59 777 7.27 B37 B.16 981 8.99 1053 9.82 1126 10.31 1237 11.35 1319 12.40 1404 7'-3" 3.86 465 4.34 516 4.81 567 6.07 724 6.72 785 7.42 846 8.33 992 9.18 1065 10.02 113B 10.53 1249 11.59 1333 12.64 1418 7'_6" 3.95 477 4.43 529 4.91 570 6.20 742 6.86 804 7.57 B66 8.51 1016 9.36 1089 10.21 1163 10.75 1290 11.82 1365 12.8B 1451 7'-9" 4.03 491 4.53 544 5.02 597 6.33 762 7.00 B26 7.71 B90 B.67 1040 9.55 1116 10.41 1193 10.98 1313 12.05 1399 13.12 1498 8'-0" 4.12 496 4.62 550 5.12 604 6.46 770 7.14 834 7.B6 899 B.B6 1051 9.73 1129 10.60 1205 11.20 1325 12.2B 1412 13.36 1510 8'-3" 4.20 504 4.71 559 5.22 613 6.59 784 7.28 849 B.01 915 9.04 1069 9.92 1149 10.80 122B 11.42 1353 12.51 1440 13.60 1529 B'-6" 4.2B 519 4.BO 576 5.32 632 6.71 B04 7.42 B71 B.16 938 9.21 1107 10.10 1176 10.99 1257 11.64 1385 12.74 1474 13.84 1565 8'-9" 4.37 528 4.90 586 5.42 643 6.84 819 7.56 8B6 8.31 954 9.39 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 B42 7.70 912 B.46 9B2 9.56 1148 10.47 1231 11.38 1313 12.09 1447 13.21 1539 14.32 1631 9'-3" 4.53 554 5.08 614 5.63 674 7.10 858 7.84 929 8.60 999 9.74 1169 10.66 1252 11.57 1335 12.31 1474 13.44 1563 14.56 1660 9'-6" 4.62 568 5.17 630 5.73 692 7.23 B78 7.97 950 8.75 1022 9.92 1195 10.84 1280 11.77 1365 12.53 1505 13.67 1600 14.80 1696 10'-0" 4.78 582 5.36 645 5.93 708 7.49 900 8.11 974 9.05 1048 10.27 1227 11.21 1312 12.16 1399 12.98 1546 14.13 1642 15.29 1739 INLETS CURB FOR QUANTITIES SUMMARY IN ABOVE TABLES ARE IN INCREMENTS OF 3 SHOWN ABOVE MAY BE USED WHEREVER DEPTHS FALLING WITHIN THE LIMITS OF THE ~ FOR CONVENIENCE, DEPTHS OF INLETS SHOWN INCHES BUT ANY DEPTHS OTHER THAN THOSE DEEMED NECESSARY. QUANTITIES FOR OTHER TABLE MAY BE FOUND BY INTERPOLATION. of Gowmmentl ~ STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. North Central T.~ Couhl C[-' ; r STANDARD CONSTRUCTION DETAILSi- ~PkltJ& STORM DRAIN 303., 702. CURB INLET: SUMMARY OF QUANTITIES STANDARD DETAIL CITY OF COPPELL DALLAS COUNTY, TEXAS 6020-5 THE-CiTY.OF COPPELL ..~~.~.~.. ...."".. r' .', - _ a f' " q .t 1\ 6 \!l DATE BY LOCAL EXCEPTION NO. r i I II- u ~ ! il ~ ~ ~ ! D I III ~ :: -j LINE BOTTOM OF PAVING GUTTER LINE DEPRESSED GUTTER CURB 1/2" PRE-MOLDED EXPANSION JOINT MA TERIAL CONSTRUCTION JOINT AT CONCRETE PAVEMENT W/ #5 DOWELS AT 2' C-C STD. SPEC. REFERENCE 303., 501., 702 STANDARD DETAIL 6030-1 STANDARD CONSTRUCTION DETAILS STORM DRAIN RECESSED CURB INLET: 5' OPENING TEXAS 10" 15' OR 20' DALLAS COUNTY. CITY OF COPPELL SYMMETRICAL ABOUT 't I I' I LJ I I I I __________J ELEVA TION N.T.S. I 6" I . to rr------- -l I II z I ::E I II in I I II t-- I N lL_______ I . to SYMMETRICAL 0 ABOUT 't N - - \ PLAN N.T.S. - - THE.CITY.OF - COPPELL - - ..~~~.. r ',' , ", 0 - (".t~6" \!lq DATE A PROPOSED STORM DRAIN LATERAL 6" BARS M BARS N OPENING SIZE (5' 10', 15', OR 20') I I I I , ----- LIP OF GUTTER ADDITIONAL REINFORCING STEEL LINE NOTE: LOCATION OF MANHOLE OPENING TO BE AT OUTFALL END, UNLESS OTHERWISE DIRECTED BY THE CITY. TYP TRANSITION o ~ o ;: a: ~ I- ::::> C> ~ lD a: ::::> u . o f') North C8ntral r"'aI Councl of Gowmmenu ~-\ hLQJr; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ~; DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. BY LOCAL EXCEPTION NO. r " ~ 1. II- u ~ I " o ~ ~ . ~ ; o " ! oil ~ ~ -; 2' . . J1 N - - io - - 6 VARIABLE DIMENSION ''W'' 6" - INSIDE DIA. OF PIPE + 1.0' (MIN. 2.75') SECTION A-A N.T.S. - - STANDARD CONSTRUCTION DETAILS STD. SPEC. REFERENCE STORM DRAIN 303., 501., 702 RECESSED CURB INLET: 5', 10', 15' OR 20' OPENING STANDARD DETAIL 6030-2 CITY OF COPPELL DALLAS COUNTY, TEXAS TOP STEEL #4 BARS ON 6" CENTERS BOTH WAYS, EXCEPT 1-#6 BAR IN OUTSIDE EDGE & ADDITIONAL STEEL AROUND MANHOLE. 2' . w I . z o Vi z w ::E Ci W ...J CD <( a: <( > . DEPRESSED GUTTER SHAPE TO NORMAL CROWN @ QUARTER POINT GUTTTER, WALL, AND BOTTOM STEEL #4 BARS ON 12" CENTERS BOTH WAYS. #6 BAR JUL. '06 DAlE SWL BY B" 4" 17------11------1 10 I f--CENTER BEAM I L______..JL______..J I. B .1 WIDTH/2 .1- WIDTH/2 CENTER BEAM FOR 15' AND 20' INLETS N.T.S. 3" No.4 BARS AT 6" o/c BOTH WAYS . N B" THICK CENTlER BEAM SECTION B-B N.T.S. GENERAL NOTES: 1. ALL CONCRETIE SHALL BE CLASS "A" CONCRETE. 2. REINFORCING BARS SHALL BE STANDARD GRADE STEEL, DEFORMED REINFORCING BARS OF A DIAMETlER AND LENGTH AS SHOWN. 3. CHAMFER ALL EXPOSED CORNERS 3/4" EXCEPT WHERE OTHERWISE NOTED. 4. DIMENSIONS RELATING TO REINFORCING STEEL ARE TO CENTlERS OF BARS. 5. FIELD CUT AND BEND BARS AS NECESSARY TO ACCOMMODATE STORM DRAIN PIPE. 6, RING AND COVER SHALL BE APPROVED BY THE CITY AND INSTALLED BY THE CONTRACTOR. North c.ttral T.... Count. Dr Gowmm..ta 0:' tlQlf; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD , DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. r LOCAL EXCEPTION ADD 6" DIMENSION. NO. r " ~ 1. II- u .~ J 1 ~ ~ = ~ ! o 'V ! oil ~ ~ --1 DEPRESSION . en MANHOLE FRAME & COVER N.T.S. STANDARD CONSTRUCTION DETAILS STD. SPEC. THE-CiTY.OF REFERENCE I COPPELL STORM DRAIN 303., 501., 702 DATE= "~'*JK~" RECESSED CURB INLET: THROAT AND M.H. COVER STANDARD DETAIL ,. ~-_) . 0 t .t ^ 6' --. \"" Cl 6030-3 CITY OF COPPELL DALLAS COUNTY, TEXAS TYP. CURB & GUTTER WIDTH 2.0' . - 2.5' 83' 8" DEPRESSED :T:" GUTTER SLOPE 'v - - - ~ "- I ~ . v - = 0 0 . 4 0 0 '<7 <T 0 " Q -=- q 0 -.....; ~ I I 'h 1.21' . --- NLET THROAT N.T.S. CL. Df Govemmentl !iQJI.; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPllONS. North Centra TII~ Counc cr. , r BY LOCAL EXCEPTION NO. r i 1. II- u ~ J '8 ~ ~ . . ~ ! o ! oil ~ ~ -; NOTlES: IN GENERAL, REINFORCING STEEL SHALL BE #4 BARS ON 12" CENTERS BOTIH WAYS FOR GUTTER, BOTTOM SLAB ENDS, FRONT AND BACK WALLS, AND #4 BARS ON 6" CENTlERS 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. REINFORCING STEEL SHALL GENERAL 60. EXPOSED CORNERS SHALL BE CHAMFERED 3/4" MINIMUM COVER OF 2" TO THE CENTl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of Gowmm..ta hIQli; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WllH LOCAL EXCEPllONS. North Central TIIDI tounl ~_. ~; STD. SPEC. REFERENCE 303., 501., 702 STANDARD DETAIL STANDARD CONSTRUCTION DETAILS STORM DRAIN RECESSED CURB INLET: GENERAL NOTES THE-CITY.OF COPPELL '1-~~~*B:$;" ;~.;q k "6 . \ i'l 6030-4 DALLAS COUNTY, TEXAS CITY OF COPPELL DATE BY LOCAL EXCEPTION NO. r i 1. II- u ~ ~ ... i . . ~ ! D I ell ~ ~ -; 4' 1 B" C-C WAYS CONSTRUCTION JOINT AT CORNERS 4' W + 2 T T W IT TOOLED EDGES . If 4, -:::z 3. FI~ET IN 1 CONSTRUCTION OPENING JOINT AT CORNERS OWEL FINISH 3'-0" #4 BARS 1B" c-c SECTION A-A - N.T.S. W 2' 4' 5' 6 T 7" 7" B" 9" NLET SIZE 2' SQUARE 4' SQUARE 5' SQUARE 6' SQUARE EDGES A T PLAN OF TOP SLAB N.T.S. #4 BARS AT 6" C-C EACH WAY W + 2T ____IT I W - OPENING MANHOLE FRAME AND COVER~ SEE STANDARD CONSTRUCTION DETAIL 6030-3 A OF HAVE A COVER NOTES: MATlERIAL AND WORKMANSHIP SHALL CONFORM WITH THE REQUIREMENTS OF NCTCOG STANDARD SPECIFICATIONS FOR STANDARD CONCRETE MANHOLES. MINIMUM CLASS "A" CONCRETE. LA YERS OF REINFORCING STEEL NEAREST THE INTERIOR AND EXTERIOR SURF ACES SHALL 2" TO THE CENTER OF BARS, UNLESS OTHERWISE NOTED. FOR DETAILS OF REINFORCING OF LOWER PORTIONS OF NLET SEE LINE OF 2. APPROPRIATE SQUARE MANHOLE DETAILS. NLET IS VARIABLE. APPROXIMATE DEPTH 3. 4. DEPTH OF DROP INLET FROM FINISHED GRADE TO FLOW WILL BE SHOWN ON PLANS AT LOCATION OF INLET. ALL STANDARD DROP INLETS SHALL HAVE ONE OPENING ON EACH SIDE UNLESS OTHERWISE SHOWN ON PLANS. DECK MAY BE REINFORCED SAME AS 4' SQUARE MANHOLE. of Gowmm..ta hlQIE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. North Clntral 1_01 Cauncl ~~. ~r STD. SPEC. REFERENCE 303., 501., 702 STANDARD DETAIL 6040 STANDARD CONSTRUCTION DETAILS STORM DRAIN DROP INLET DALLAS COUNTY. TEXAS CITY OF COPPELL 5. 6. THE.CITY.OF COPPELL ..~~- ......~.*~~"~'~.. I' . -. I:l , . . .t A. 6 . \" DATE BY LOCAL EXCEPTION NO. r i 1. II- u ~ ~ ... i . 1 I III ~ ~ GRATE INLET STRUCTURES WILL BE APPROVED ON A CASE-BY-CASE BASIS North Central 1.01 eouhcl of Gowmmentl 0: tlQlf; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD r DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPllONS. STANDARD CONSTRUCTION DETAILS sm. SPEC. THE-CITY.OF' REFERENCE COPPELL STORM DRAIN 303., 501., 702. "~~$;" GRATE INLET STANDARD DETAIL ,. t. ~- ,_~ qO ~ "6 . \ II 6050 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS r i 1 II- u ~ I " i . ~ ! D I oil ~ ~ ---1 ALL CONCRETE SHALL BE CLASS "A' HYDROMULCH, BLOCK SOD OR ~~'f... 'iJ~\)'t..\) #3 BARS AT 1: :,~~,\ - tCO""~ , ~ 15" LAP ( I -2" DIA. WEEP HOLES AT 10' CENTERS - SET 1" ABOVE CHANNEL BOTTOM EDGE 0 Z=2 UNLESS CHANNEL WIDTH OTHERWISE APPROVED - 3" MIN. 1: 50 S E -a.- ----- . . ...... .. , 6" MIN. WASHED ROCK WITH CONTINUOUS FILTER FABRIC. CONSTRUCTION) UNLESS FABRIC SPECIFICALLY JOINT WHERE DELETED BY THE CITY. PERMITTlED REINFORCED CONCRETE NOTE: WASHED ROCK SHALL BE GAP CHANNEL SECTION GRADED 1 1/2" - N.T.S. KEY WAY JOINT, SEE STANDARD CONSTlRUCTION DETAIL 2050 JOINT CONSTRUCTION N.T.S. SEALER 7/S" x 5" REDWOOD > #6 SMOOTH DOWELS x 24" AT 21" O.C. 24' DOWELS SHALL BE ASPHALT COATED - 12" ON FREE END TRANSVERSE EXPANSION JOINT - SPACE 100' C-C AND USE AT ENDS OF CURVES P.C. AND P. T. N.T.S. B" O.C.E.W. #3 BARS AT AL TERNA TE CONSTRUCTION JOINT N.T.S. tiQIES; 1. FILL AREAS SHALL BE COMPACTED TO A DENSITY NOT LESS THAN 95% STANDARD PROCTOR DENSITY. 2. FULL CHANNEL LINING MAYBE USED ONLY WITH APPROVAL OF THE CITY ENGINEER AND THE ARMY CORPS OF ENGINEERS. North Central 11101 Councl 0' Gowmm.,ta Ct' tlQlf; STANDARDS ARE ADOPllED FROM THE NCTOG STANDARD > DRAWINGS DATED NOV. '96. WITH LOCAL EXCEPllONS. "IX) '" 9 2 #3 BARS x AT 1S" 8" N #3 BARS AT STD. SPEC. REFERENCE 303., 501., 702 STANDARD DETAIL 6060 STANDARD CONSTRUCTION DETAILS STORM DRAIN FULL CHANNEL LINING DALLAS COUNTY, TEXAS CITY OF COPPELL THE.CITY-OF COPPELL 'l'-'1;:o.~~...-. * * ftjt~.. l';~~~~ ~ .\:'~6' ': \-~ q DATE BY LOCAL EXCEPTION NO. r i 1. II- u ~ J 1 ~ ~ . . -t ! o " ! oil ~ ~ -; STD. SPEC. REFERENCE 303., 501., 702 STANDARD DETAIL 6070 STANDARD CONSTRUCTION DETAILS STORM DRAIN VERTICAL HEADWALL CITY OF COPPELL DALLAS COUNTY, TEXAS 2D+2.0' r------ I I . If) I 0 I 5" N #3 BARS AT 18" O.C.E. w. SECTION A-A N.T.S. ~AT lB.~j D MIN~' SECTION C-C - - N,T.S. - - - - - - - - - - - - BY DATE I ~ B - C FLOW I~U .. ~ ~ ==--~ --- C CONCRETE CRADLE SEE SECTION C-C I ~ B 'in + o SECTION N.T.S. B-B of Gowtmmenta tiQIE; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWINGS DA llED NOV. '96, WITH LOCAL EXCEPllONS. PLAN N.T.S. HEADWALL MAX. E #3 BARS AT 18" O.C.E.W. North Central T..OI Counl C[' , ~ LOCAL EXCEPTION NO. r i '1. II- u ~ I " i . . ~ ! t oil ~ ~ -, 2D + 2.0' ---- ~3 BARS " ;-C BOTH . Lt') ..t ~ ~ 4'-0' #3 BARS at ~ C - C BOTH WAYS SECTION A-A - N.T.S. OF HEADWALL MAX. SECTION N.T.S. o 8-8 '0 I 'N #3 BARS AT 18" C - C BOTH WAYS A J FLOW ~----~ #3 BARS at 18" ~. C. ".OTH, WAYS rE)j D MINUS 4" --, PLAN N.T.S. C-C SECTION N.T.S. NOTlE: CONCRETE SHALL BE CLASS "A North c..tral T... Counc. or Gowmmenta ~-\ ~ STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ~; DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. STD. SPEC. REFERENCE 303., 501., 702 STANDARD DETAIL 6080 STANDARD CONSTRUCTION DETAILS STORM DRAIN SLOPING HEADWALL CITY OF COPPELL DALLAS COUNTY, TEXAS THE-CITY.OF COPPELL .."ljl..~~* ~~4< ^ ;~.g:;o '" A. II \ \!I DAlE BY LOCAL EXCEPTION NO. r i 1. II- u ~ I " o ~ ~ = ~ ! o ... J oil ~ ~ -1 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 MAYBE SUBJECT TO EXFIL TRA TION TESTING AND LOW PRESSURE AIR TESTING. 3. STORM DRAIN LINE INSTALLATIONS MAYBE 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. & 5. ALL RCP STORM DRAIN PIPE SHALL HAVE "OMNI-FLEX" JOINT GASKETS. North Ca'ltral 1..01 Councl of Gowmmentl 0:' tlQlf; STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD ~ DRAWINGS DATED NOV. '96, WITH LOCAL EXCEPllONS. STANDARD CONSTRUCTION DETAILS STD. SPEC. THI:.CITY.OF REFERENCE COPPELL STORM DRAIN ..~~~.. GENERAL NOTES AND TESTING STANDARD DETAIL fi\ ADD NOllE 5. SWL JUL. '06 I' .;- .. -' CI t .t A 6' '. " ! CI 6090 NO. LOCAL EXCEPTION BY DATE CITY OF COPPELL DALLAS COUNTY, TEXAS r i 1. II- u ~ J 1 ~ . J ! o " ! oil ~ ~ -;