Item 6C - PlansxxxxDYHWV
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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
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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