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Item 6C - PlansxxxxDYHWV WVxx S W WVDYH Wxxx ▲ ▲ ▲ WV 08-12-2024 Blake ArchitectsBlake ArchitectsSouthlake, Texas 76092 817-488-93971202 S. White Chapel Blvd. Suite AOFFICE SUITE A OFFICE SUITE B OFFICE SUITE C OFFICE SUITE C 08-12-2024 Blake ArchitectsBlake ArchitectsSouthlake, Texas 76092 817-488-93971202 S. White Chapel Blvd. Suite A08-12-2024 Blake ArchitectsBlake ArchitectsSouthlake, Texas 76092 817-488-93971202 S. White Chapel Blvd. Suite A08-12-2024 Blake ArchitectsBlake ArchitectsSouthlake, Texas 76092 817-488-93971202 S. White Chapel Blvd. Suite A08-12-2024 Blake ArchitectsBlake ArchitectsSouthlake, Texas 76092 817-488-93971202 S. White Chapel Blvd. Suite AOFFICE SUITE A OFFICE SUITE B OFFICE SUITE C OFFICE SUITE C 08-12-2024 Blake ArchitectsBlake ArchitectsSouthlake, Texas 76092 817-488-93971202 S. White Chapel Blvd. Suite A08-12-2024 Blake ArchitectsBlake ArchitectsSouthlake, Texas 76092 817-488-93971202 S. White Chapel Blvd. Suite A08-12-2024 Blake ArchitectsBlake ArchitectsSouthlake, Texas 76092 817-488-93971202 S. White Chapel Blvd. Suite A08-12-2024 xxxxDYHWV WVxx S W WVDYH Wxxx ▲ ▲ ▲ WV "D"S E E P L A N V A RIE S S A N D "X"STANDARD CONSTRUCTION DETAILS WATER WATER DETAILS SD-01WATER.DWGLASTSAVED:9/4/20158:11AMPRINTED:5/9/201312:01PM 6"6" STANDARD CONSTRUCTION DETAILS PAVING MISCELLANEOUS PAVING DETAILSVARIABLERADII SD-05PVMT-M.DWGLASTSAVED:9/4/20158:35AMPRINTED:5/9/201312:01PM STANDARD CONSTRUCTION DETAILS DRAINAGE STORM DRAIN DETAILS SD-08DRAIN3.DWGLASTSAVED:9/4/20159:00AMPRINTED:5/9/201312:01PMCITY OF SOUTHLAKE TEXAS STORM SEWER SANITARY SEWER DETAILS STANDARD CONSTRUCTION DETAILS SEWER SD-02SEWER.DWGLASTSAVED:9/4/20158:26AMPRINTED:5/9/201312:01PM STANDARD CONSTRUCTION DETAILS UTILITIES EMBEDMENT DETAILS 2' 12" 6" 6" 6" 6" 12"12" 6" 6" 12" 12" 6" 6"6"6"1/2D1/4D1/4D120° D 6" (MIN.) 24" MIN. CLEAR 9'-0"9'-0" 12"12" 8" 12" MIN. NOTE: TONGUE AND GROOVE PIPE WILL BE SEALED USING OMNI-FLEX RUBBER COMPRESSION SEAL OR APPROVED EQUAL. 1/2 D 4" MIN. 12" TYP. D THE STANDARD EMBEDMENT DETAIL RELATES TO INSTALLATIONS OUT FROM UNDER PAVEMENT OR ROADWAY BASE SUCH AS CROSS-COUNTRY EASEMENT PARKWAYS OR ANY LOCATIONS NOT SUBJECT TO PROPOSED STREET PAVEMENT. 6" 1/2 D 1/2 D 4" MIN. 12" TYP. DDIA.DIA.VAR.PIPEVAR.BOREDIA.DIA.VAR.PIPEVAR.BORENOTES: 1. ITEM NUMBERS REFER TO THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION". 2. PIPE MAY NOT BE FILLED ABOVE SPRING LINE UNTIL LOWER PORTION IS COMPACTED TO 95% STANDARD PROCTOR DENSITY. EMBEDMENT BELOW PIPE SHALL BE COMPACTED BEFORE PIPE IS LAID. PIPE BELL SHALL BE DUG OUT. 3. TRENCHES SHALL BE TESTED AT THE RATE OF ONE TEST PER 300 LINEAR FEET PER 12 INCH LIFT (LOOSE). TESTS SHALL BE STAGGERED SO THAT TESTS OF ADJACENT LIFTS ARE NOT DIRECTLY OVER THAT OF THE PREVIOUS LIFT. IF THE DISTANCE BETWEEN MANHOLES EXCEEDS 300 FT., A MINIMUM OF TWO TESTS SHALL BE REQUIRED. NOTES: 1. BORINGS UNDER ROADWAYS SHALL CONFORM TO THE TEXAS DEPT. OF TRANSPORTATION UTILITY ACCOMMODATION MANUAL. 2. SEE PLAN AND PROFILE FOR LIMITS OF BORE. 3. COMPRESSION TYPE JOINTS TO BE USED IF POSSIBLE. 4. IF COMPRESSION TYPE JOINT NOT USED THEN M.J. TYPE SHALL BE USED AND JOINTS BOLTED BEFORE PULLING PIPE INTO PLACE. NOTES 1. BORINGS UNDER ROADWAYS SHALL CONFORM TO THE TEXAS STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION UTILITY ACCOMMODATION MANUAL. 2. SEE PLAN AND PROFILE FOR LIMITS OF BORE. 3. COMPRESSION TYPE JOINTS TO BE USED IF POSSIBLE. 4. IF COMPRESSION TYPE JOINT NOT USED THEN M.J. TYPE SHALL BE USED AND JOINTS BOLTED BEFORE PULLING PIPE INTO PLACE. 5. CASING REQUIRED WITH PRESSURE PIPE UNDER NON-RESIDENTIAL PUBLIC PAVING. CEMENT TREATED SAND (CTS) TO TOP OF TRENCH AND MECHANICALLY COMPACTED TO 95% STANDARD PROCTOR DENSITY. PROPOSED PAVEMENT SECTION AS SPECIFIED SAND (ITEM 2.1.8(f)) COMPACTED TO 95% STANDARD PROCTOR DENSITY CONCRETE ENCASEMENT (3000 P.S.I./28 DAYS) NOTE: REFER TO APPLICABLE DETAILS (BACKFILL-EMBEDMENT) AS PER LINE LOCATION SELECT BACKFILL COMPACTED TO 95% STANDARD PROCTOR DENSITY FILTER CLOTH COVER OVER CRUSHED STONE BEDDING FABRIC TO BE MIRAFI 140 NC OR APPROVED EQUAL. FINE CRUSHED ROCK (ITEM 2.1.8(a)) AGGREGATE GRADE 8 COMPACTED TO 95% STANDARD PROCTOR DENSITY PROPOSED PAVEMENT SECTION AS SPECIFIED CEMENT TREATED SAND (CTS) TO TOP OF TRENCH AND MECHANICALLY COMPACTED TO 95% STANDARD PROCTOR DENSITY. SAND (ITEM 2.1.8(f)) COMPACTED TO 95% STANDARD PROCTOR DENSITY SELECT BACKFILL COMPACTED TO 95% STANDARD PROCTOR DENSITY FINAL BACKFILL PROPOSED WATER MAIN SDR-35 X C-900 BELL AND SPIGOT ADAPTER CLASS 150 PRESSURE PIPE WITH WATERTIGHT JOINTS, SHALL BE USED FOR BOTH EXISTING AND PROPOSED SEWER MAINS AT ALL WATER MAIN CROSSINGS IF CLEARANCE IS LESS THAN 9'-0", AND SHALL BE USED TO REPLACE SECTIONS OF EXISTING SEWER PIPES WHICH SPAN PROPOSED TRENCHES. SDR-35 X C-900 BELL AND SPIGOT ADAPTER SELECT BACKFILL COMPACTED TO 95% STANDARD PROCTOR DENSITY OR CTS (UNDERNEATH OR WITHIN 1.0' OF PROPOSED PAVEMENT LIMITS) FILTER CLOTH COVER OVER CRUSHED STONE BEDDING FABRIC TO BE MIRAFI 140 NC OR APPROVED EQUAL. BACKFILL FOR EXCAVATED SIDES WILL BE CRUSHED STONE MATERIAL, COMPACTED TO 70% RELATIVE DENSITY, PLACED IN 12" LIFTS, CONFORMING TO ITEM 2.1.8a GRADE 4. SELECT BACKFILL (LOCAL MATERIAL) COMPACTED TO 95% STANDARD PROCTOR DENSITY. NATURAL GROUND GEOTEXTILE FILTER FABRIC, MIRAFI 140NC 3/4" CRUSHED LIMESTONE (ITEM 2.18A) GRADE #4 TO SPRING LINE OF PIPE PROPOSED PAVEMENT EXISTING PAVEMENT PAVEMENT SECTION AS SPECIFIED CEMENT TREATED SAND (CTS) MECHANICALLY COMPACTED TO 95% STANDARD PROCTOR DENSITY SELECT BACKFILL (LOCAL MATERIAL) COMPACTED TO 95% STANDARD PROCTOR DENSITY. 3/4" CRUSHED LIMESTONE (ITEM 2.18A) GRADE #4 TO SPRING LINE OF PIPE PERIMETER OF BORE TO BE LARGE ENOUGH TO PERMIT THE CASING TO BE PULLED OR JACKED THROUGH BORED OPENING. ANNULAR VOIDS BETWEEN CASING AND BORED HOLE ARE TO BE PRESSURE GROUTED. ALL CASING WILL BE STEEL PIPE. DIAMETER AND LENGTH OF CASING AS PER SPECIFIC LOCATION. (SEE PLAN & PROFILE SHEETS) PIPE IN CASING WILL BE INSTALLED WITH RAYCON CASING SPACERS OR AN APPROVED EQUAL PRODUCT. THE SPACERS WILL BE LOCATED ON 6 1/2' (FOOT) CENTERS FOR ALL TYPES OF P.V.C. CARRIER PIPE. PRESSURE GROUT ANNULAR SPACE AROUND PIPE TYP.12"TYP.12" TYP. MATCH EXISTING PAVEMENT COURSE CEMENT TREATED SAND (CTS) OR CTB MECHANICALLY COMPACTED TO 95% STANDARD PROCTOR DENSITY SELECT BACKFILL (LOCAL MATERIAL) COMPACTED TO 95% STANDARD PROCTOR DENSITY. EXISTING PAVEMENT COURSE NORMAL EMBEDMENT SECTION (SEE APPROPRIATE DETAIL, THIS SHEET)VARIES6" MIN. 2'SD-09EMB.DWGLASTSAVED:9/3/20152:42PMPRINTED:5/9/201312:01PM STANDARD CONSTRUCTION DETAILS TREES TREE PROTECTION DETAILS SD-10TREE.DWGLASTSAVED:9/3/20152:42PMPRINTED:5/9/201312:01PM