Item 10 - PlansSHT NO. DESCRIPTIONSHEET INDEXPREPARED FOR:JODY ALUMBAUGHWILLOW TREE CUSTOM HOMES680 N CARROLL AVE, SUITE 100SOUTHLAKE, TX 76092GENERALC-0.1COVER SHEETC-0.2PRELIMINARY PLATC-0.3DEVELOPMENT PLANC-0.4GENERAL NOTESC-0.5DEMOLITION PLANC-1.1GRADING PLANC-2.1EXISTING DRAINAGE MAPC-2.2PROPOSED DRAINAGE MAPC-2.3DRAINAGE CALCULATIONSC-3.1EROSION CONTROL PLANC-4.1WATER PLANC-5.1STORM DRAIN PLAN AND PROFILE LINE SD-1 AND LAT-1C-5.2STORM DRAIN P&P LINE SD-2 AND LAT-2C-6.1PAVING PLAN AND PROFILEC-7.1TREE PRESERVATION PLANC-7.2TREE LIST & DETAILSDETAILSSD-1WATER DETAILSSD-3CONCRETE PAVING DETAILSSD-5MISCELLANEOUS PAVING DETAILSSD-6STORM DRAIN DETAILSSD-7STORM DRAIN DETAILSSD-8STORM DRAIN DETAILSSD-9EMBEDMENT DETAILSSD-10TREE PROTECTION DETAILSC I V I L E N G I N E E R I N GFIRM REGISTRATION # (TEXAS): F-003116420 Johnson Road, Suite 303Keller, Texas 76248Phone (817) 337-8899DEOTTE, INC.THE CONSERVATION2020104.00 - WATER, STORM DRAIN & PAVING IMPROVEMENTS FOR THE CONSERVATION (SOUTHLAKE, TEXAS)VICINITY MAP(NTS)SITEGRAPEVINE LAKEBURNEYQUAIL RUNN. CARROLL
RIDGECRESTENGINEER:ANDREW WILSONDEOTTE, INC.420 JOHNSON ROAD, STE 300KELLER, TX 76248PHONE: (817) 337-8899Date:BY:AND IS NOT INTENDED FOR CONSTRUCTION,THIS DOCUMENT IS FOR INTERIM REVIEWBIDDING OR PERMIT PURPOSES.Reg. No.:ANDREW WILSON12604412/09/2021Firm No.:F-3116(TX)
SLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSL////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE
C1 925.79'121.21'121.13'S 10°21'09" E 7°30'06"
C2 1720.00'119.91'119.89'S 11°57'07" E 3°59'40"
S 89°10'54" W 332.89'N 00°49'59" W 262.04'N 89°34'41" E (284.60')S 13°27'36" E 23.56'S 89°20'44" W 451.59'N 17°36'33" W 879.59
'
S 78°2
6
'
3
5
"
E
4
3
5
.
3
4
'
S 87°15'24" E 226.20'
N
5
3
°
0
1
'
3
7
"
W
2
5
0
.
5
1
'N 27°02
'52
"
W
109
.10
'
N 88°54'07" E 300.93'244.72'S 00°48'35" E 744.15'SHADED
ZONE AE
B.F.E.=564
SHADED
ZONE AE
B.F.E.=564
SHADED
ZONE X
SHADED
ZONE X
NON-SHADED
ZONE X
NON-SHADED
ZONE X
11.25 ACRES
A TRACT OF LAND DESCRIBED IN A
POWER OF ATTORNEY
FROM JOHN FANT
TO BETTY FOREMAN AND EMORY
O'DELL JONES
INST# D190200675
O.R.T.C.T.
LOT 10
BLOCK 2
APPROXIMATE LOCATION OF 572CONTOURAS LOCATED ON-THE-GROUND1/2" FIR
322.71'
1/2" FIR
LOT 9
LOT 8
LOT 7
LOT 6 BURNEY LANEASPHALT60' R.O.W. PER PLAT(S 89°16'30" W 333.1')
(N 89°41'40" E)(N 00°43'30" W 262.1')1/2" FIR
1/2" FIR
5/8" FIR
1/2" FIR
1/2" FIR
1/2" FIR
1/2" FIR
(S 89°55'45" W 451.74')
(322.68')(N 17°02'30" W 879.47
')
(S 77°5
1
'
1
5
"
E
4
3
5
.
3
5
'
)
(S 86°43'20" E 226.34')
(N
5
2
°
2
6
'
2
5
"
W
2
5
0
.
4
8
'
)
(N
26°27
'40
"
W
109
.19
'
)
(N 89°28'45" E 300.76')
(HEIRS OF)
J
O
H
N
C
H
I
L
D
R
E
S
S
S
U
R
V
E
Y
,
ABSTRACT
#
2
5
4
TARRANT C
O
U
N
T
Y
,
T
E
X
A
S
Low Densit
y
R
e
s
i
d
e
n
t
i
a
l10' U.E. PER PLAT10' U.E. PER PLAT
10' U.E. PER PLAT25' B.L. PER PLATCOE
MONUMENT
"233-5"
COE
MONUMENT
"233-4"
COE
MONUMENT
"233-2"
COE
MONUMENT
COE
MONUMENT
REES D. PR
I
C
E
S
U
R
V
E
Y
,
ABSTRACT
#
1
2
0
7
TARRANT C
O
U
N
T
Y
,
T
E
X
A
S
Low Densit
y
R
e
s
i
d
e
n
t
i
a
l
LOT 6, BLOSK 1
HUSE HOMEPLACE
INST# D196033616
P.R.T.C.T.
10' U.E. PER PLAT
A TRACT OF LAND DESCRIBED
IN A DEED TO U.S.A.
VOLUME 2378, PAGE 567
D.R.T.C.T.
GRAPEVINE LAKE
GRAPEVINE LAKE
8.65 ACRES ABOVE 572 ELEVATION
POB
SIR/CAP
"KAZ"C1C2(S 13°54'33" E)17.32'
A TRACT OF LAND DESCRIBED AS
EXHIBIT "B" IN A DEED TO DAVID
GEORGE
INST# D192064527
P.R.T.C.T.
Low Density Residential
A TRACT OF LAND DESCRIBED AS
EXHIBIT "A" IN A DEED TO DAVID
GEORGE
INST# D192064527
P.R.T.C.T.
Low Density Residential
LOT : 10
80,257 SF
LOT : 1
50,697 SF
LOT : 2
92,843 SF
LOT : 3
61,034 SF
LOT : 4
82,407 SF
LOT : 5
68,979 SF
LOT : 6
61,357 SF
LOT : 8
72,853 SF
24'
A PRELIMINARY PLAT OF
LOTS 10, BLOCK 2
THE CONSERVATION
“”
“”
“
“”
”
“
”
“
“
VICINITY MAP
SCALE: 1" = 2000'
SITE
GRAPEVINE LAKE
BURNEYQUAIL RUN
N. CARROLLRIDGECREST
Lot 10, Block 2
Harbor Oaks
65,171 s.f.
65,171 s.f.
80,255 s.f.APPROXIMATE LOCATION OF 572CONTOURAS LOCATED ON-THE-GROUNDL.U.D.=Low Density ResidentialL.U.D.=Low Density Residential
BURNEY LANEL.U.D.=Corps. of Engineers
L.U.D.=Low Density Residential
L.U.D.=Corps. of EngineersL.U.D.=Corps. of Eng
ineers
L.U.D.=Corps. of Eng
ineers L.U.D.=Low Density Residential40' REAR SETBACK (TYP.)NO CONSTRUCTION PERMITTED,
NORTH OF ENTRY ROAD AT LOT 10,
BLOCK 2, EXCEPT FOR MAIL KIOSK
20'OPEN SPACE & WILDLIFE EASEMENT ASPHALT60' R.O.W. PER PLATCONCRETE PAVING
S 89°10'54" W 332.89'
S 89°20'44" W 451.59'N 17°36'33" W 879.59
'
S 78°2
6
'
3
5
"
E
4
3
5
.
3
4
'
S 87°15'24" E 226.20'
N
5
3
°
0
1
'
3
7
"
W
2
5
0
.
5
1
'N 27°02
'52
"
W
109
.10
'
N 88°54'07" E 300.93'S 00°48'35" E 744.15'(S 89°16'30" W 333.1')
(N 89°41'40" E)
(S 89°55'45" W 451.74')(N 17°02'30" W 879
.47
')
(S 77°5
1
'
1
5
"
E
4
3
5
.
3
5
'
)
(S 86°43'20" E 226.34')
(N
5
2
°
2
6
'
2
5
"
W
2
5
0
.
4
8
'
)
(N
26°27
'40"
W
109
.19
'
)
(N 89°28'45" E 300.76')10' U.E. PER PLAT10' U.E. PER PLAT(S 13°54'33" E)17.32'N 89°34'41" E (284.60')
CLUSTER BOX UNIT
TBD
Lot 6, Block 2
Harbor Oaks
Lot 6, Block 1
Huse Homeplace
FUTURE TRAIL CONNECTION
(BY OTHERS)
APPROX. LOCATION OF
EXISTING TRAIL 4
0
.
0
0
A
C
C
E
S
S
E
A
S
M
T
40' REAR SETBACK (TYP.)40' FRONT SETBACK (TYP.)40' REAR SETBACK (TYP.)20' SIDE SETBACK (TYP.)40'
REAR
SETBACK
(TYP
.)40' FRONT SETBACK (TYP.)1
47,225 s.f.
47,556 s.f.
50,696 s.f.
40.00
ACCESS
EASMTAPPROXIMATE LOCATION OF 572CONTOURAS LOCATED ON-THE-GROUND10' U.E. PER PLAT
20' S
I
D
E
S
E
T
B
A
C
K
(
T
Y
P
.
)40' FRONT SETBACK (TYP.)R50.0025' BUILDING LINE2
0
'
S
I
D
E
S
E
T
B
A
C
K
(
T
Y
P
.
)40' REAR SETBACK (TYP.)40' REAR SETBACK (TYP.)40' REAR SETBACK (TYP.)20'S 13°27'36" E 23.56'R58.
0
0
2
5
'
B
-
B
7
60,526 s.f.
61,480 s.f.
72,953 s.f.
6
58,530 s.f.
58,530 s.f.
61,355 s.f.
5
43,584 s.f.
66,925 s.f.
68,977 s.f.
4
43,621 s.f.
76,766 s.f.
82,397 s.f.
3
45,391 s.f.
58,949 s.f.
61,023 s.f.
2
50,237 s.f.
87,763 s.f.
92,845 s.f.
80'80'20' SID
E
S
E
T
B
A
C
K
(
T
Y
P
.
)
20' SIDE SETBACK (TYP.)
LAKE GRAPEVINE
COMPENSATORY
STORAGE AREA
CUL-DE-SAC C/L= 981L.F.LANDSCAPE, PUBLIC PEDESTRIAN
&EQUESTRIAN ACCESS
EASEMENT
AG & SF1-A 8R-PUDLow Density
Residential
Number
of Lots
Existing
Zoning
Gross
Acreage
Site Data Summary Chart
Proposed
Zoning
Existing
Land use
71,304
Average
Lot Size
(s.f.)
65,393 s.f.
Average
Net
Lot Size
(Net of Access
Easement)
15%1.09 ac.
Access
Easement
(Roadway)
Acreage
Open Space
&
Wildlife Easm't
(1.94 ac)
Net Density
(Units per
net acreage)
12.01 ac
13.100.67
Lots/ac
Net Open
Space
(Net of Access
Easement)
16.2%0.2%
Ped.
Access
Easement
(0.02 ac)
Legend
Residential Area below 572'
Residential Buildable Area
- Buildable Lot Area Net of Access
Easement and Area below 572
- Lot Area Net of Access
Easement
- Total Gross Lot Area
Mail Kiosk
Existing Trail (City)
Proposed 6' Trail (By Others)
Proposed 6' Trail (By Development)
50,497 s.f.
95,692 s.f.
100,359 s.f.
LOCATION MAP
Lot 10
1 BURNEY LANEOPEN SPACE, PEDESTRIAN ACCESS
& WILDLIFE EASEMENT
10' U.E. PER PLAT65
4
3
2
Fence / Wall Legend
4' Iron Fence
6' Iron Fence
NO CONSTRUCTION PERMITTED,
NORTH OF ENTRY ROAD AT LOT 10,
BLOCK 2, EXCEPT FOR MAIL KIOSK
CONCRETE PAVING
CLUSTER BOX UNIT
TBD
4
0
.
0
0
A
C
C
E
S
S
E
A
S
M
T
40' FRONT SETBACK (TYP.)10' U.E. PER PLAT
50'
CURB
TRANSITION
30 DEC 20
The ConservationDevelopment Plan
Southlake, Tarrant County, Texas
0 60'120'240'Case #ZA20-0049
Applicant:
Rockwater Developments
311 S. Oak Street, Suite 250
Roanoke, Texas 76262
Tel: 817-607-0578
Contact: Jody Boyd
Engineer:
DeOtte, Inc.
420 Johnson Road, #303
Keller, TX 76248
Tel: 817-337-8899
Contact: Richard DeOtte
Planner:SAGE GROUP, INC.
Master Planning
Urban Design
Architecture
Landscape Architecture
1130 N. Carroll Ave., Ste. 200
Southlake, Texas 76092
817-424-2626
Owner #2:
Errol & Leslie Housmans
2970 Burney Lane
Southlake, TX 76292
Tel: 214-876-1738
Contact: Errol & Leslie Housmans
Owner #1:
Marylyn E. Myles et. al
1120 Southlake Drive
DeSoto, TX 75115
Tel: 972-201-5108
Contact: Marylyn Myles
Scale: 1"=60'
Rees D. Price Survey, Abstract #1207, Tract 5, Tarrant County, Texas and Lot 10, Block 2 Harbor Oaks, Tarrant County, Texas
PROPOSED
SITE
Cluster Box Unit - 8 Doors and 2
Parcel Lockers - Color TBD
Wall / Fence Diagram
Scale: 1"=200'
Scale: 1"= 40'
Entry Curb
Transition
PROPOSED EDGE
OF PAVING
PROPOSED CURB
TRANSITION
EXIST. EDGE OF
PAVEMENTBURNEYLANEPROPOSED EDGE
OF PAVING
PROPOSED CURB
C-0.4GENERAL NOTES
THE CONSERVATION
SOUTHLAKE, TEXAS STANDARD LEGEND & ABBREVIATIONSEXISTINGPROPOSEDSDMHSTORM DRAIN MANHOLESSSANITARY SEWERSSMHSANITARY SEWER MANHOLETCTOP OF CURBTELTELEPHONETPTOP OF PAVEMENTTRTELEPHONE RISERWWATERWMHWATER MANHOLEUCUTILITY CABINETUGEUNDERGROUND ELECTRICUGTUNDERGROUND TELEPHONEUVUTILITY VAULTWVWATER VALVEBOUNDARY LINEROW LINELOT LINECENTER LINECONTOURCURBEDGE OF ASPHALTFIRE HYDRANTGUARD POST / BOLLARDSIGNWALLPOWER POLEOVERHEAD ELECTRICOVERHEAD ELECTRIC & TELEPHONEUNDERGROUND ELECTRICGAS LINESTORM DRAIN LINESTORM DRAIN MANHOLESANITARY SEWER LINESANITARY SEWER MANHOLESANITARY SEWER CLEANOUTWATER LINEWATER METERWATER VALVEBVBLOW OFF VALVECOCLEAN OUTEMELECTRIC METEREXEXISTINGFHFIRE HYDRANTFOFIBER OPTICFRFIRE RISERGGASGMGAS METERGPGUARD POST / BOLLARDGUTGUTTERICVIRRIGATION CONTROL VALVELATLATERALMBMAILBOXMHMANHOLEOHEOVERHEAD ELECTRICOHETOVERHEAD ELECTRIC & TELEPHONEPPPOWER POLEPROPPROPOSEDSDSTORM DRAIN56212" RCP8" SANITARY SEWER8" WATERGENERAL NOTES1.ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE STANDARDS OF THE CITY OF SOUTHLAKE AND GOVERNED BY THE NORTHCENTRAL TEXAS COUNCIL OF GOVERNMENT'S STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION LATEST EDITION.2.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CITY OF SOUTHLAKE STANDARDS WHERE THEY DIFFER FROM NCTCOGSTANDARDS.3.THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT) MUST APPROVE ANY WORK TO BE DONE IN THE STATE HIGHWAY RIGHT-OF-WAY. ANAPPLICATION AND APPROPRIATE PLANS MUST BE SUBMITTED DIRECTLY TO TXDOT FOR REVIEW.4.A PERMIT IS REQUIRED TO CUT A CITY STREET OR WORK WITHIN THE RIGHT-OF-WAY. THE PERMIT IS ISSUED BY THE PUBLIC WORKSDEPARTMENT.5.THE LOCATION OF UNDERGROUND FACILITIES INDICATED ON THE PLANS IS TAKEN FROM PUBLIC RECORDS. IT IS THE CONTRACTOR'SRESPONSIBILITY TO MAKE ARRANGEMENTS WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES PRIOR TO WORKING IN THE AREA TOCONFIRM THEIR EXACT LOCATION AND TO DETERMINE WHETHER ANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAYBE PRESENT. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL UNDERGROUND FACILITIES. IF EXISTING UNDERGROUND UTILITIES AREDAMAGED, THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF REPAIRING THE UTILITY.UNDERGROUND FACILITY OWNER TELEPHONE NUMBERABOVE NET FIBER (214) 869-8352AT&T (214) 745-2964AT&T TEXAS (CALL DIGTESS) (800) 344-8377ATMOS ENERGY (817) 359-1313CHARTER COMMUNICATIONS (817) 822-8745CITY OF SOUTHLAKE (817) 748-8082DIGTESS (LINE LOCATES) (800) 344-8377LEVEL (3) COMMUNICATIONS (877) 366-8344ONCOR ELECTRIC DELIVERY (817) 215-6688ONE SOURCE COMMUNICATIONS (817) 692-6042TRI COUNTY ELECTRIC (817) 431-1541VERIZON ENGINEERING (972) 578-33546.WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN OR DAMAGED, THE CONTRACTOR SHALL REPLACE OR REPAIR THE UTILITIESOR SERVICE LINES WITH THE SAME TYPE OF ORIGINAL MATERIAL AND CONSTRUCTION, OR BETTER, UNLESS OTHERWISE SHOWN OR NOTED ONTHE PLANS, AT HIS OWN COST AND EXPENSE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AT ONCE OF ANY CONFLICTS INGRADES AND ALIGNMENT.7.ALL EXCAVATIONS, TRENCHING AND SHORING OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE U. S. DEPARTMENT OF LABOR,OSHA, "CONST. SAFETY AND HEALTH REGULATIONS.", VOL. 29, SUBPART P. PG. 128 - 137, AND ANY AMENDMENTS THERETO.8.ADEQUATE MEASURES SHALL BE TAKEN TO PREVENT EROSION. IN THE EVENT THAT SIGNIFICANT EROSION OCCURS AS A RESULT OFCONSTRUCTION THE CONTRACTOR SHALL RESTORE THE ERODED AREA TO ORIGINAL CONDITION OR BETTER.9.THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO ORIGINAL CONDITION OR BETTER. RESTORED AREASINCLUDE, BUT ARE NOT LIMITED TO TRENCH BACKFILL, SIDE SLOPES, FENCES, CULVERT PIPES, DRAINAGE DITCHES, DRIVEWAYS, PRIVATEYARDS AND ROADWAYS.10.ANY CHANGES NEEDED AFTER CONSTRUCTION PLANS HAVE BEEN RELEASED, SHALL BE APPROVED BY THE CITY ENGINEER. THESE CHANGESMUST BE RECEIVED IN WRITING FROM THE FROM THE DESIGN ENGINEER. THE DIRECTOR OF PUBLIC WORKS SHALL APPROVE ANY DEVIATIONSFROM STATE REGULATIONS.11.THE CONTRACTOR SHALL PROVIDE “RED LINED” MARKED PRINTS TO THE ENGINEER PRIOR TO FINAL INSPECTION INDICATING ALLCONSTRUCTION WHICH DEVIATED FROM THE PLANS OR WAS CONSTRUCTED IN ADDITION TO THAT INDICATED ON THE PLANS.12.THE CONTRACTOR MUST FIELD VERIFY EXISTING SERVICE LOCATIONS PRIOR TO INSTALLING NEW SERVICES. WHEN INSTALLING A NEW WATERLINE, ALL EXISTING SERVICES MUST BE CONNECTED TO THE NEW LINE.13.THE CONTRACTOR SHALL KEEP RECORDS FOR RECORD DRAWINGS AND SHALL SUBMIT MARKUPS TO THE CITY INSPECTOR PRIOR TOSCHEDULING A FINAL WALK THROUGH INSPECTION.14.PRIOR TO CONSTRUCTION, A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH REPRESENTATIVES FROM ALL CONTRACTORS, THEENGINEER AND THE CITY OF SOUTHLAKE.15.ALL CONSTRUCTION MUST ADHERE TO THE TREE PRESERVATION ORDINANCE.GENERAL NOTES - WATER IMPROVEMENTS1.ALL 1” AND 2” WATER METERS WILL BE INSTALLED BY CITY PERSONNEL.2.FIRE HYDRANTS SHALL BE LOCATED OUTSIDE OF SIDEWALK IF WALK INTENDED.3.ALL WATER LINES SHALL BE PVC PIPE CONFORMING TO AWWA STANDARD C-900 SDR-18 MINIMUM, WITH NSF SEAL,PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH NCTCOG STD. SPECS. WATER MAINS TO HAVE A MINIMUMOF 42” COVER TO THE TOP OF PIPE. SERVICE LINE CONNECTORS SHALL BE COMPRESSION-TYPE WITH STAINLESSSTEEL TUBE LINERS.4.ALL WATER LINES NOT UNDER PAVEMENT TO BE ENCASED IN SAND AND BACKFILL SHALL BE SELECT MATERIALCOMPACTED TO 95% STANDARD PROCTOR DENSITY. PIPE INCLUDING SERVICES UNDER PUBLIC PAVEMENT REQUIRESCEMENT TREATED SAND BACKFILL.5.WATER SERVICES SHOULD BE LOCATED 10’ UPSTREAM OF THE SANITARY SEWER SERVICES. EACH LOCATION IS TO BESTAMPED ON THE CURB WITH 2" HIGH LETTER "W".6.ALL SERVICES TO THE METER TO BE MINIMUM 1” SDR-9 CLASS 200 POLYETHYLENE.7.WATER METER BOXES WILL BE FURNISHED AND INSTALLED AFTER PAVING ACTIVITIES HAVE BEEN COMPLETED.8.CURB STOPS SHOULD BE TESTED FOR LEAKAGE AND FULL FLOW WHEN SYSTEM IS PRESSURE TESTED.9.ALL FIRE HYDRANT ASSEMBLIES TO BE EQUIPPED WITH A 6" GATE VALVE AND BOX. HYDRANTS SHALL BE INSTALLEDWITH A FACTORY BASED PRIME COAT ONLY. HYDRANTS WILL BE PAINTED BY THE CITY.10.ANY WATER VALVES LOCATED WITHIN PAVEMENT AREAS SHALL BE ADJUSTED TO FINAL GRADE BY THE PAVINGCONTRACTOR. THE PAVING CONTRACTOR SHALL CONSTRUCT A TYPICAL CONCRETE BLOCK OUT PER DETAIL ONSHEET.11.FIRE HYDRANTS SHALL BE EQUIPPED WITH 4-1/2" X 5" STORZ ADAPTER CONNECTION WITH BUTTERFLY VANES.12.WHEN A WATER LINE IS BORED, THE CASING SHALL BE CAPPED AND VALVES ADDED ON EITHER SIDE.13.ALL FITTINGS AND BENDS SHALL HAVE MEGA LUG RETAINER GLANDS.14.FOR VALVES INSTALLED 4’ AND DEEPER, EXTENSION WITH CENTER RING 2’ OR LESS IS REQUIRED.GENERAL NOTES - SANITARY SEWER IMPROVEMENTS1.SANITARY SEWER PVC PIPE SHALL BE SDR 35 IF DEPTH OF LINE IS 10’ OR LESS AND SDR 26 IF DEPTH OF LINE ISGREATER THAN 10’.2.PIPE NOT UNDER PAVEMENT SHALL BE BEDDED IN CLASS II, OR BETTER, MATERIAL AS DEFINED IN ASTM D-2321, ANDPLACED AS DIRECTED THEREIN. BACKFILL SHALL BE SELECT MATERIAL COMPACTED TO 95% STANDARD PROCTORDENSITY. PIPE, INCLUDING SERVICES UNDER PUBLIC PAVEMENT REQUIRES CEMENT TREATED SAND BACKFILL.3.AFTER COMPLETION OF ALL TESTING (I.E. MANDREL & AIR) CONTRACTOR SHALL PERFORM A TELEVISION INSPECTIONAND PROVIDE DVD TO THE PUBLIC WORKS DEPARTMENT. DEFLECTION TESTING SHALL BE PERFORMED AS SPECIFIED INSPECIAL CONDITIONS.4.A 2" HIGH LETTER "S" SHALL BE STAMPED ON THE CURB TO MARK THE LOCATION OF THE SEWER SERVICES. THESERVICE SHOULD BE LOCATED IN THE CENTER OF EACH LOT.5.ONE JOINT OF 150-PSI PRESSURE RATED PIPE SHALL BE INSTALLED UNDER ALL PROPOSED WATER PIPE CROSSINGS.6.CONTRACTOR TO PLACE A 3/4" PLYWOOD FALSE BOTTOM IN ALL SANITARY SEWER MANHOLES BEFORE PAVINGCONTRACTOR BEGINS WORK.7.RIM ELEVATIONS OF THE PROPOSED SANITARY SEWER MANHOLES IN STREETS ARE TO BE CONSTRUCTED 18" BELOWFINAL FINISHED GRADES BY UTILITY CONTRACTOR AND ADJUSTED BY PAVING CONTRACTOR TO FINISHED GRADE ATTIME OF PAVING. EACH SHALL HAVE A TYPICAL CONCRETE BLOCK-OUT CONSTRUCTED PER STANDARD DETAIL.8.ALL TRENCHES SHALL BE COMPACTION TESTED AT THE RATE OF ONE TEST PER 300 L.F. OF TRENCH PER LIFT. LIFTSSHALL BE NO GREATER THAN 12" LOOSE. TESTS SHALL BE STAGGERED SO THAT TESTS OF ADJACENT LIFTS ARE NOTDIRECTLY OVER THE PREVIOUS LIFT. IF THE DISTANCE BETWEEN MANHOLES EXCEEDS 300 L.F., A MINIMUM OF 2 TESTSPER LIFT SHALL BE TAKEN. THE TESTING LAB SHALL PROVIDE THE LOCATION OF ALL RESULTS ON A PLAN AND PROFILESHEET PRIOR TO TRENCH ACCEPTANCE. THE PAVING CONTRACTOR SHALL NOT BEGIN WORK UNTIL THE CITY OFSOUTHLAKE HAS APPROVED ALL TRENCH WORK.9.ALL MANHOLES SHALL BE VACUUMED TESTED.10.ANY SERVICE TIE-IN TO AN EXISTING MANHOLE MUST BE CORED.11.CLEAN-OUTS TO BE PROVIDED ON ALL SERVICES AND LOCATED AT THE PROPERTY/ROW LINE.GENERAL NOTES - PAVING IMPROVEMENTS1.ALL FILL SHALL BE COMPACTED TO A DENSITY OF AT LEAST NINETY-FIVE (95%) PERCENT STANDARD PROCTOR AS PER ASTM D 698 AT ORABOVE OPTIMUM MOISTURE CONTENT. LIFTS SHALL BE AS SPECIFIED PER THE SOILS LAB RECOMMENDATION AND AS APPROVED BY THECITY. ALL FILL SHALL BE TESTED AS INSTALLED AND CERTIFIED BY AN APPROVED SOILS LABORATORY.2.ALL STREETS, UNLESS ALTERNATIVE DESIGN IS SUBMITTED BY LAB, DESIGNED BY THE TRIAXIAL METHOD AS SPECIFIED IN TEXAS HIGHWAYDEPARTMENT REQUIREMENTS AND APPROVED BY THE CITY OF SOUTHLAKE, SHALL BE CONSTRUCTED ON A MINIMUM OF (6") INCHES OFSTABILIZED SUBGRADE (LIME OR CEMENT) AS SOIL TESTS INDICATE. COMPACTION SHALL BE NINETY-FIVE (95%) PERCENT DENSITY AS PERAASHTO DESIGNATION T180. DENSITY TESTS SHALL BE TAKEN EVERY 1,000 SQUARE YARDS OR LESS, AS REQUIRED BY CITY INSPECTOR.3.THE SUB-GRADE SHALL BE PROOF ROLLED AND OBSERVED BY THE CONSTRUCTION INSPECTOR PRIOR TO AND AFTER SUB-GRADESTABILIZATION.4.CURB AND GUTTER SHALL CONSIST OF STEEL REINFORCED CONCRETE AND SHALL BE SIX (6") INCHES HIGH AND THIRTY (30") INCHES WIDE.5.THE PARKWAYS AND STREETS SHALL BE ROUGH CUT TO A PLUS OR MINUS ONE-TENTH (0.1') FEET OF THEIR RESPECTIVE FINAL GRADES.6.CONSTRUCTION OF WHEEL CHAIR RAMPS WILL BE THE RESPONSIBILITY OF THE PAVING CONTRACTOR AT THE TIME OF PUBLICIMPROVEMENTS.7.INDIVIDUAL WATER AND SEWER SERVICES AND WATER VALVES SHALL HAVE A SUITABLE MARKER ("W" FOR WATER, "S" FOR SANITARYSEWER AND “V” FOR VALVES) STAMPED ON THE FACE OF THE CURB, OR IF NO CURB IS CONSTRUCTED, ON THE TOP OF THE PAVEMENT. THEMARKS SHALL BE A MINIMUM OF TWO (2") INCHES IN HEIGHT AND WIDTH. WATER SERVICES SHALL BE LOCATED 10’ UPSTREAM FROM THESANITARY SEWER SERVICE, WITH THE SEWER SERVICE AT THE CENTER OF THE FRONT OF THE LOT.8.THE CONTRACTOR SHALL PROCEED WITH PAVING NO MORE THAN SEVENTY-TWO (72) HOURS AFTER DENSITY / MOISTURE TESTS HAVE BEENTAKEN AND PASSED BY A REGULAR TESTING FIRM. COPIES OF THE TEST RESULTS TEST RESULTS SHALL BE FURNISHED TO THE CITY. IN THEEVENT PAVING OPERATIONS HAVE NOT COMMENCED WITHIN THE SEVENTY-TWO-(72) HOUR LIMIT, A RETEST SHALL BE REQUIRED AT THECONTRACTOR'S EXPENSE.9.MANHOLE RIM ELEVATIONS, CLEAN-OUTS, VALVE BOXES, FIRE HYDRANTS, ETC. SHALL BE ADJUSTED TO FINISHED GRADE BY THE PAVINGCONTRACTOR AT THE TIME OF PAVING.10.THE PAVING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL "PERMANENT SURVEY REFERENCE MONUMENTS" AS DESCRIBED IN THESUBDIVISION ORDINANCE INCLUDING CONCRETE MONUMENTS AT ALL BOUNDARY CORNERS.11.THE PAVING CONTRACTOR SHALL INSTALL A BLUE REFLECTOR IN THE STREET CENTERLINE AT THE LOCATION OF EACH FIRE HYDRANT.GENERAL NOTES - STORM DRAINAGE IMPROVEMENTS1.ALL STORM SEWER AND CULVERT PIPE AND FITTINGS SHALL BE ASTM C76, CLASS III REINFORCED CONCRETE PIPE(RCP), INSTALLED WITH COMPRESSIVE TYPE JOINTS.2.AFTER COMPLETION OF ALL STORM SEWER INSTALLATION, THE CONTRACTOR SHALL PERFORM A TELEVISIONINSPECTION AND PROVIDE A VIDEOTAPE TO THE PUBLIC WORKS DEPARTMENT.3.INSTALL A BENCHMARK ON A DRAINAGE STRUCTURE WITHIN OR NEAR THE SITE. A LETTER INCLUDING THE LOCATIONAND ELEVATION OF THE BENCHMARK MUST BE SUBMITTED TO PUBLIC WORKS PRIOR TO THE FINAL ACCEPTANCE OFTHE PROJECT.4.STORM SEWER PIPES LARGER THAN 36” MUST BE WIPED WITH NON-SHRINK GROUT AFTER INSPECTION ANDAPPROVAL.C I V I L E N G I N E E R I N G TBPE No. F-003116
DEOTTE, INC.DOI No. 2020104.00420 Johnson Road, Suite 303 Keller, Texas 76248
817-337-8899 (Office) 817-337-5133 (Fax)
PREPARED FOR:
DOI No. 2020104.00 - THE CONSERVATION - WATER, DRAINAGE AND PAVING IMPROVEMENTS - SOUTHLAKE, TEXAS BENCHMARKS:BM1SUNSHINE LANE, LLC
607 SOUTH PEARSON
KELLER, TEXAS 76248
(940) 300-8820VICINITY MAPSCALE: 1" = 2000'SITEGRAPEVINE LAKEBURNEYQUAIL RUNN. CARROLL
RIDGECREST
10' UTILITY EASEMENTVOLUME 388-137 PAGE 86OPRTCT10' UTILITY EASEMENTVOLUME 388-137 PAGE 86OPRTCT25' BUILDING LINEVOLUME 388-137 PAGE 86OPRTCTWOODFENCEMETALFENCEWROUGHTIRON FENCEXXX
X
X X10' UTILITY EASEMENTVOLUME 388-137 PAGE 86OPRTCT10' UTILITY EASEMENTINSTRUMENT NUMBERD196033616OPRTCTFENCE TO BEREMOVEDGRAVEL DRIVEWAYTO BE REMOVEDDRIVE ACCESSTO BE REMOVEDMAILBOX TO BEREMOVEDPOWER POLE TOBE REMOVEDGAS METER TOBE REMOVEDWATER METERTO BE REMOVEDCONCRETE PADTO BE REMOVEDAC UNITS TO BEREMOVEDGRAVEL DRIVEWAYTO BE REMOVEDHOUSE TO BEREMOVEDPLANTERS TO BEREMOVEDRETAINING WALLTO BE REMOVEDWARNINGUNDERGROUND GASLINES IN THE AREA -EXACT LOCATIONUNKNOWNNOTES:1. GENERAL CONSTRUCTION NOTES: REFER TO SHEET C-0.4 FOR THE GENERAL CONSTRUCTION NOTES FOR THE PROJECT.2. THE CONTRACTOR SHALL MAINTAIN INGRESS AND EGRESS TO THE SITE AND ADJACENT PROPERTIES AT ALL TIMES ANDCONDUCT HIS OPERATIONS WITH MINIMUM INTERFERENCE TO PUBLIC OR PRIVATE ACCESSES.3. CONTRACTOR SHALL PROVIDE, ERECT, AND MAINTAIN TEMPORARY BARRIERS, FENCING, BRACING AND SHORING, ANDSECURITY DEVICES TO PROTECT EXISTING STRUCTURES, UTILITIES, APPURTENANCES, TREES AND LANDSCAPING, AND TOPREVENT MOVEMENT OR SETTLEMENT OF EXISTING STRUCTURES WHICH ARE NOT TO BE DEMOLISHED AND/OR REMOVED.4. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE GOVERNING AUTHORITIES AND THE DEVELOPER IMMEDIATELY IFHAZARDOUS OR CONTAMINATED MATERIALS ARE DISCOVERED.5. CONTRACTOR SHALL REMOVE AND STORE ON SITE (WHERE DESIGNATED BY THE DEVELOPER), ALL MATERIALS TO BESALVAGED OR RE-INSTALLED LATER IN CONSTRUCTION.6. THE CONTRACTOR SHALL NOTIFY AND COORDINATE WITH ALL FRANCHISE UTILITY COMPANIES FOR THE REMOVAL AND/ ORRELOCATION OF THE RESPECTIVE UTILITY LINES AND APPARATUSES USED BY EACH UTILITY. ALL WORK ASSOCIATED WITHFRANCHISE UTILITY REMOVAL, RELOCATION AND/OR MODIFICATIONS ARE TO BE PERFORMED ONLY BY THAT UTILITY PROVIDERUNLESS SPECIFICALLY NOTED OTHERWISE.7. NO TREES SHALL BE CUT AND/OR REMOVED FROM THE PROJECT SITE UNTIL SPECIFICALLY AUTHORIZED IN WRITING BY THEGOVERNING AUTHORITY AND/OR DEVELOPER.8. REFERENCE EROSION AND SEDIMENT CONTROL PLAN FOR TREE PROTECTION NOTES.9. SAWCUTTING, WHERE INDICATED ON THE DRAWINGS FOR REMOVAL OF EXISTING PAVEMENT, SHALL BE A FULL DEPTH CUTTHAT IS NEAT AND TRUE IN ALIGNMENT.10. NO PUBLIC WATER AND WASTEWATER LINE REMOVAL IS INCLUDED IN THIS CONTRACT. THE CONTRACTOR SHALLDISCONNECT, REMOVE AND/OR CAP ALL PRIVATE UTILITIES AT THE PROPERTY LINE, AND SHALL DOCUMENT THE LOCATION OFCAPPED UTILITIES AND SUBSURFACE OBSTRUCTIONS THAT ARE ENCOUNTERED.11. ABATEMENT OF BUILDINGS CONTAINING ASBESTOS AND OTHER ENVIRONMENTALLY SENSITIVE MATERIALS WILL BEREQUIRED BEFORE DEMOLITION ACTIVITIES COMMENCE. ABATEMENT IS NOT PART OF THIS CONTRACT AND WILL BEPERFORMED BY OTHERS. ABATEMENT ACTIVITIES WILL INCLUDE REMOVAL OF CERTAIN PRE-ABATEMENT ITEMS ALONG WITHALL ENVIRONMENTALLY SENSITIVE MATERIALS FROM THE SITE PRIOR TO DEMOLITION ACTIVITIES.12. DEMOLITION AND REMOVAL OF DESIGNATED BUILDINGS AND STRUCTURES SHALL INCLUDE, IN ADDITION TO ALL ABOVEGROUND MATERIALS, THE SLAB, FOUNDATION & PIERS. FOUNDATION AND PIERS SHALL BE REMOVED TO A DEPTH OF AT LEAST 5FEET BELOW EXISTING FINISHED GRADE IN THAT LOCATION.13. REMOVAL OF FENCING, RETAINING WALLS & MISC. SITE FEATURES: ALL ON-SITE FENCING (EXCEPT PERIMETER SITESECURITY FENCING), RETAINING WALLS AND OTHER EXISTING ABOVE GROUND FEATURES, EXCEPT THOSE DESIGNATED TOREMAIN IN PLACE OR TO BE REMOVED BY OTHERS, ARE TO BE REMOVED AND DISPOSED OF AS A PART OF THIS CONTRACT.14. THE CONTRACTOR SHALL BACKFILL ALL EXCAVATED AREAS CAUSED AS A RESULT OF DEMOLITION, AND PROVIDEPOSITIVE DRAINAGE TO PREVENT PONDING OF WATER.15. ALL MATERIALS TO BE REMOVED FROM THE SITE INCLUDING BUT NOT LIMITED TO CONCRETE CURB AND PAVEMENT;ASPHALT PAVEMENT; BUILDING MATERIALS; EXCESS OR UNSUITABLE EARTHEN MATERIAL; UTILITY PIPING; TREES, BRUSH ANDSTUMPS; FENCING; ROCK; TRASH, REFUSE AND OTHER DEBRIS SHALL BECOME THE PROPERTY OF THE CONTRACTOR ANDSHALL BE DISPOSED OF OUTSIDE THE LIMITS OF THE PROJECT AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALLCOMPLY WITH ALL APPLICABLE LAWS GOVERNING SPILLAGE OF DEBRIS WHILE TRANSPORTING TO A DISPOSAL SITE.16. ALL STRUCTURES, UTILITIES, PAVEMENT, SIDEWALKS, WALLS, FENCES, ETC. NOT DESIGNATED TO BE REMOVED BUT THATARE DAMAGED DURING CONSTRUCTION ACTIVITIES SHALL BE REPLACED TO A CONDITION AS GOOD AS OR BETTER THAN THECONDITIONS PRIOR TO STARTING THE WORK, SOLELY AT THE EXPENSE OF THE CONTRACTOR.LEGENDEXISTING CONCRETEPAVEMENT TO BE REMOVEDEXISTING ASPHALTPAVEMENT TO BEREMOVEDEXISTING GRAVELTO BE REMOVEDEXISTING BUILDINGTO BE REMOVEDC-0.5DEMOLITION PLAN
THE CONSERVATION
SOUTHLAKE, TEXAS0603060120 C I V I L E N G I N E E R I N G TBPE No. F-003116
DEOTTE, INC.DOI No. 2020104.00420 Johnson Road, Suite 303 Keller, Texas 76248
817-337-8899 (Office) 817-337-5133 (Fax)
PREPARED FOR:
DOI No. 2020104.00 - THE CONSERVATION - WATER, DRAINAGE AND PAVING IMPROVEMENTS - SOUTHLAKE, TEXAS BENCHMARKS:BM1SUNSHINE LANE, LLC
607 SOUTH PEARSON
KELLER, TEXAS 76248
(940) 300-8820VICINITY MAPSCALE: 1" = 2000'SITEGRAPEVINE LAKEBURNEYQUAIL RUNN. CARROLL
RIDGECRESTBURNEY LANE
LOT : 1080,257 SFLOT : 150,697 SFLOT : 292,843 SFLOT : 361,034 SFLOT : 482,407 SFLOT : 568,979 SFLOT : 661,357 SFLOT : 872,853 SFN
C I V I L E N G I N E E R I N G TBPE No. F-003116
DEOTTE, INC.DOI No. 2020104.00420 Johnson Road, Suite 303 Keller, Texas 76248
817-337-8899 (Office) 817-337-5133 (Fax)
PREPARED FOR:
DOI No. 2020104.00 - THE CONSERVATION - WATER, DRAINAGE AND PAVING IMPROVEMENTS - SOUTHLAKE, TEXAS BENCHMARKS:BM1SUNSHINE LANE, LLC
607 SOUTH PEARSON
KELLER, TEXAS 76248
(940) 300-8820VICINITY MAPSCALE: 1" = 2000'SITEGRAPEVINE LAKEBURNEYQUAIL RUNN. CARROLL
RIDGECREST
N
OS-A21.46OS-B12.29XB28.621OS-A13.815XA11.54XA21.33XB11.74OS-B20.10.410' UTILITY EASEMENTVOLUME 388-137 PAGE 86OPRTCT10' UTILITY EASEMENTVOLUME 388-137 PAGE 86OPRTCT25' BUILDING LINEVOLUME 388-137 PAGE 86OPRTCTWOODFENCEMETALFENCEWROUGHTIRON FENCEXXX
X
X X10' UTILITY EASEMENTVOLUME 388-137 PAGE 86OPRTCT10' UTILITY EASEMENTINSTRUMENT NUMBERD196033616OPRTCTBURNEY LANEBURNEY LANENAMEACQ100DRAINAGE AREA LABELFLOW ARROW (POST-PROJECT)DRAINAGE DIVIDEEXISTING CONTOUR MINOREXISTING CONTOUR MAJORLEGENDC-2.1EXISTING DRAINAGE MAP
THE CONSERVATION
SOUTHLAKE, TEXAS 06030601201.FINAL CALCULATIONS TO BE PROVIDED WITH FINALENGINEERING PLANS2.CRITERIA BASED ON CITY OF FORT WORTH ISWM CRITERIAMANUAL FOR SITE DEVELOPMENT AND CONSTRUCTION. (LATESTEDITION)3.FINAL ENGINEERING REVIEW AND COORDINATION MAY RESULTIN MINOR ADJUSTMENTS TO THIS PLAN4.A STANDARD TC OF 15 MINUTES IS USED FALL ALL BASINS
OS-A31.46OS-A24.112OS-A11.04OS-B12.08A12.413A20.20.8A31.14B11.04B27.330OS-B20.10.424" RCPCULVERT30" RCPCULVERTFLOWLINEFLOWLINE580580585585590
595576576577
577578578579579581581582582583583584584586586587
587588589591
592
5
9
3
594585590581582583584586587588589591592593
LOT : 1080,257 SFLOT : 150,697 SFLOT : 292,843 SFLOT : 361,034 SFLOT : 482,407 SFLOT : 568,979 SFLOT : 661,357 SFLOT : 872,853 SFCOMPENSATORY CUT AREA0603060120NAMEACQ100DRAINAGE AREA LABELFLOW ARROW (POST-PROJECT)DRAINAGE DIVIDEEXISTING CONTOUR MINOREXISTING CONTOUR MAJORLEGEND1.FINAL CALCULATIONS TO BE PROVIDED WITH FINALENGINEERING PLANS2.CRITERIA BASED ON CITY OF FORT WORTH ISWM CRITERIAMANUAL FOR SITE DEVELOPMENT AND CONSTRUCTION. (LATESTEDITION)3.THE SITE DISCHARGES DIRECTLY INTO THE FLOWAGEEASEMENT FOR LAKE GRAPEVINE. NO DETENTION ISRECOMMENDED.4.FINAL ENGINEERING REVIEW AND COORDINATION MAY RESULTIN MINOR ADJUSTMENTS TO THIS PLANC I V I L E N G I N E E R I N G TBPE No. F-003116
DEOTTE, INC.DOI No. 2020104.00420 Johnson Road, Suite 303 Keller, Texas 76248
817-337-8899 (Office) 817-337-5133 (Fax)
PREPARED FOR:
DOI No. 2020104.00 - THE CONSERVATION - WATER, DRAINAGE AND PAVING IMPROVEMENTS - SOUTHLAKE, TEXAS BENCHMARKS:BM1SUNSHINE LANE, LLC
607 SOUTH PEARSON
KELLER, TEXAS 76248
(940) 300-8820VICINITY MAPSCALE: 1" = 2000'SITEGRAPEVINE LAKEBURNEYQUAIL RUNN. CARROLL
RIDGECREST
C-2.2PROPOSED DRAINAGE MAP
THE CONSERVATION
SOUTHLAKE, TEXAS
LEGENDC I V I L E N G I N E E R I N G TBPE No. F-003116
DEOTTE, INC.DOI No. 2020104.00420 Johnson Road, Suite 303 Keller, Texas 76248
817-337-8899 (Office) 817-337-5133 (Fax)
PREPARED FOR:
DOI No. 2020104.00 - THE CONSERVATION - WATER, DRAINAGE AND PAVING IMPROVEMENTS - SOUTHLAKE, TEXAS BENCHMARKS:BM1SUNSHINE LANE, LLC
607 SOUTH PEARSON
KELLER, TEXAS 76248
(940) 300-8820VICINITY MAPSCALE: 1" = 2000'SITEGRAPEVINE LAKEBURNEYQUAIL RUNN. CARROLL
RIDGECREST
C-2.3DRAINAGE CALCULATIONS
THE CONSERVATION
SOUTHLAKE, TEXAS
LOT : 1080,257 SFLOT : 150,697 SFLOT : 292,843 SFLOT : 361,034 SFLOT : 482,407 SFLOT : 568,979 SFLOT : 661,357 SFLOT : 872,853 SFSTABILIZEDCONSTRUCTIONENTRANCECURB INLETPROTECTIONSILT FENCESILT FENCESILT FENCESILT FENCEROCK BERMC-3.1EROSION CONTROL PLAN
THE CONSERVATION
SOUTHLAKE, TEXAS0603060120 C I V I L E N G I N E E R I N G TBPE No. F-003116
DEOTTE, INC.DOI No. 2020104.00420 Johnson Road, Suite 303 Keller, Texas 76248
817-337-8899 (Office) 817-337-5133 (Fax)
PREPARED FOR:
DOI No. 2020104.00 - THE CONSERVATION - WATER, DRAINAGE AND PAVING IMPROVEMENTS - SOUTHLAKE, TEXAS BENCHMARKS:BM1SUNSHINE LANE, LLC
607 SOUTH PEARSON
KELLER, TEXAS 76248
(940) 300-8820VICINITY MAPSCALE: 1" = 2000'SITEGRAPEVINE LAKEBURNEYQUAIL RUNN. CARROLL
RIDGECREST NOTES:1. GENERAL CONSTRUCTION NOTES: REFER TO SHEET C-0.4 FOR THE GENERAL CONSTRUCTION NOTES FOR THE PROJECT.2. SWPPP COMPLIANCE: THE CONTRACTOR SHALL BE REQUIRED TO COMPLY WITH THE CONDITIONS OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) WHILE CONDUCTING HIS ACTIVITIES ON THIS PROJECT. IN ADDITION TOCONSTRUCTING THOSE ITEMS INDICATED ON THE PLAN SHEETS, COMPLIANCE WITH THE SWPPP INCLUDES CONFORMANCE TO CERTAIN PRACTICES AND PROCEDURES (IDENTIFIED IN THE (SWPPP) DURING PROJECT CONSTRUCTION. THESWPPP PLANS AND DOCUMENTS ARE PROVIDED FOR THE SOLE BENEFIT OF THE CONTRACTOR AS A PLANNING TOOL FOR COMPLYING WITH THE ENVIRONMENTAL REGULATIONS OF THIS PROJECT. THE CONTRACTOR IS EXPECTED TO PROVIDE,EXPAND, SUBMIT AND MONITOR A FULL COMPREHENSIVE SWPPP BEYOND WHAT IS HEREIN PROVIDED.3. BMP INSTALLATION: PRIOR TO COMMENCING GRADING OPERATIONS, THE CONTRACTOR SHALL INSTALL ALL SWPPP MEASURES AND DEVICES AS INDICATED ON THE EROSION & SEDIMENT CONTROL PLAN. ALL SWPPP MEASURES ANDDEVICES SHALL BE IN ACCORDANCE WITH SPECIFICATIONS AND DETAILS SHOWN IN THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS CONSTRUCTION "BEST MANAGEMENT PRACTICES" (BMP) MANUAL, OR AS MODIFIED BY THECONTRACT DOCUMENTS.4. CLEANING, REPAIR AND MAINTENANCE: THE CONTRACTOR SHALL REFER TO THE SWPPP FOR SEQUENCING OF CONSTRUCTION, INSTALLATION OF NEW EROSION CONTROL DEVICES AND CLEANING, REPAIR AND MAINTENANCE OF EXISTINGEROSION CONTROL DEVICES. THE CONTRACTOR SHALL REVISE, RELOCATE AND/OR ADD DEVICES TO REFLECT ACTUAL SITE CONDITIONS AND TO ACCOMMODATE LOCATIONS FOR CONSTRUCTION TRAILER AREAS, STORAGE AREAS, FUELINGAREAS, TOILETS, TRASH RECEPTACLES AND WASHOUT AREAS. ANY ACCIDENTAL RELEASE OF SEDIMENT OR POLLUTANTS FROM THE SITE SHALL BE CLEANED BY THE CONTRACTOR.5. SITE ENTRY/EXIT LOCATIONS: SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED BY THE CONTRACTOR IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. ALL SEDIMENT SPILLED,DROPPED, WASHED OR TRACKED ONTO PUBLIC ROADWAYS MUST BE REMOVED IMMEDIATELY. WHEN WASHING OF VEHICLES IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE TO A PUBLIC ROADWAY, IT SHALL BE DONE ON AN AREASTABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ALL FINES IMPOSED FOR TRACKING ONTO PUBLIC ROADS SHALL BE PAID BY THE CONTRACTOR.6. PROTECTION OF ADJACENT PROPERTY: CONTRACTOR SHALL ASSUME FULL LIABILITY FOR DAMAGE TO ADJACENT PROPERTIES AND/OR PUBLIC RIGHT-OF-WAY RESULTING FROM FAILURE TO FULLY IMPLEMENT AND EXECUTE ALL EROSIONCONTROL METHODS AND PROCEDURES SHOWN AND NOTED IN THE PLANS AND SWPPP.7. RE-VEGETATION: AT THE COMPLETION OF PAVING AND FINAL GRADING OPERATIONS, ALL DISTURBED AREAS SHALL BE VEGETATED IN ACCORDANCE WITH THE LANDSCAPE ARCHITECTS' PLANS. IN AREAS NOT COVERED BY LANDSCAPEPLAN, THE CONTRACTOR SHALL PROVIDE HYDROMULCH SEEDING AND/OR SODDING FOR ALL DISTURBED AREAS (NOT DESIGNATED TO BE PAVED) IN ACCORDANCE WITH ALL GOVERNING AUTHORITIES' SPECIFICATIONS.8. BMP REMOVAL: THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL SEDIMENT BARRIERS AND INLET PROTECTION AFTER VEGETATION HAS BEEN COMPLETED AND ALL AREAS OF THE SITE HAVE BEEN STABILIZED AND ACCEPTED BY THEGOVERNING AUTHORITIES AND THE DEVELOPER.SILT FENCETREE PROTECTIONGRASS MATTINGDIRECTION OF FLOWINLET PROTECTIONOUTFALLCREEK100 YR FLOOD PLANEDETENTION POND/SURFACE WATERMAINTAIN EXISTINGVEGETATIONSTABILIZED CONSTRUCTIONENTRANCE (SCE)PLANTED MILLETCOVERED STORAGEPORTABLE TOILETSTRAW WADDLEROCK RIP RAPLEGENDROLLOFF/ TRASHCONTAINMENTCONCRETE WASHOUTAREAROCK BERM
LOT : 1080,257 SFLOT : 150,697 SFLOT : 292,843 SFLOT : 361,034 SFLOT : 482,407 SFLOT : 872,853 SF11+12
0+001+002+003+004+00
5+006+007+008+009+0010+0011+00
BP: 0+00.00N 7045092.28E 2386360.26PC: 0+58.27N 7045080.29E 2386303.25PT: 1+43.71N 7045078.19E 2386218.31PC: 1+58.21N 7045080.47E 2386203.98PT: 2+14.80N 7045084.52E 2386147.61PC: 2+57.87N 7045083.89E 2386104.54PT: 3+12.74N 7045064.03E 2386054.69PC: 3+42.75N 7045043.73E 2386032.59PT: 3+71.91N 7045017.95E 2386020.62PC: 3+94.98N 7044994.90E 2386019.65PT: 5+71.92N 7044835.03E 2385952.83PC: 7+35.77N 7044715.13E 2385841.17PT: 9+39.71N 7044526.31E 2385786.46EP: 11+11.50N 7044357.47E 2385818.17STA 0+00.00~WL-1INSTALL:1-8"x8" TAPPING SLEEVE VALVE1-8" GATE VALVEN: 7045092.28E: 2386360.26STA 7+82.25~WL-1INSTALL:1-8"x6" TEE1-8" GATE VALVE1 STD FH ASSEMBLYSTA 11+11.50~WL-1INSTALL:1 STD FH ASSEMBLY PERDETAIL ON SHEET SD-31-8" GATE VALVESTA 4+49.12~WL-1OFFSET: 3.99RWATER SERVICE #2STA 2+34.93~WL-1OFFSET: 38.03LWATER SERVICE #1STA 7+64.38~WL-1OFFSET: 3.86RWATER SERVICE #3STA 8+71.46~WL-1OFFSET: 3.87RWATER SERVICE #4STA 9+17.21~WL-1OFFSET: 3.87RWATER SERVICE #5STA 11+08.82~WL-1OFFSET: 21.21RWATER SERVICE #6STA 11+13.79~WL-1OFFSET: 26.17LWATER SERVICE #7STA 9+80.31~WL-1OFFSET: 38.00LWATER SERVICE #8BURNEY LANEPROP 30" SDPROP 24" SDWL-1 - 8" WATERWL-1 - 8" WATERLINE TABLELINE #L1L2L3L4L5L6L7DIRECTIONS78°07'32"WN80°57'19"WS89°09'53"WS47°24'32"WS02°24'32"WS42°57'37"WS10°38'15"ELENGTH58.27'14.51'43.07'30.01'23.07'163.84'171.79'CURVE TABLECURVEC1C2C3C4C5C6RADIUS234.01'328.01'75.29'37.13'250.00'218.01'LENGTH85.44'56.58'54.87'29.17'176.94'203.94'DELTA20°55'09"9°53'01"41°45'20"45°00'00"40°33'05"53°35'52"CHORD BEARINGS88°35'07"WN85°53'49"WS68°17'13"WS24°54'32"WS22°41'05"WS16°09'41"WCHORD84.97'56.51'53.66'28.42'173.27'196.58'C-4.1040204080WATER PLAN
THE CONSERVATION
SOUTHLAKE, TEXASNOTES:1.ALL WATER PIPE SHALL BE SDR-18 C-900.2.ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE GOVERNING BODY'SSTANDARDS FOR PUBLIC WORKS CONSTRUCTION.3.ALL WATER SERVICES ARE PRIVATE FROM THE BUILDING TO THE METER ANDPUBLIC FROM THE METER TO THE WATER MAIN.4.ALL WATERLINE SHALL HAVE A MINIMUM 2' VERTICAL CLEARANCE FROMDRAINAGE STRUCTURES AND SEWER SERVICES.5.ALL WATERLINE SHALL BE INSTALLED WITH A MINIMUM COVER OF 42" UNLESSOTHERWISE NOTED OR EXPLICITLY APPROVED BY THE CITY ENGINEER.6.THE LOCATION OF UNDERGROUND FACILITIES INDICATED ON THE PLANS ISTAKEN FROM PUBLIC RECORDS. IT IS THE CONTRACTOR'S RESPONSIBILITY TOCONFIRM THEIR EXACT LOCATION AND TO DETERMINE WHETHER ANYADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BEPRESENT, DETERMINE IF ANY CONFLICTS EXIST AND NOTIFY THE ENGINEER OFANY SUCH CONFLICTS PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTORSHALL PRESERVE AND PROTECT ALL UNDERGROUND FACILITIES. IF EXISTINGUNDERGROUND UTILITIES ARE DAMAGED, THE CONTRACTOR WILL BERESPONSIBLE FOR THE COST OF REPAIRING THE UTILITY.7.ALL FIRE HYDRANTS TO BE INSTALLED A MINIMUM OF 3' BEHIND THE BACK OFCURB.C I V I L E N G I N E E R I N G TBPE No. F-003116
DEOTTE, INC.DOI No. 2020104.00420 Johnson Road, Suite 303 Keller, Texas 76248
817-337-8899 (Office) 817-337-5133 (Fax)
PREPARED FOR:
DOI No. 2020104.00 - THE CONSERVATION - WATER, DRAINAGE AND PAVING IMPROVEMENTS - SOUTHLAKE, TEXAS BENCHMARKS:BM1SUNSHINE LANE, LLC
607 SOUTH PEARSON
KELLER, TEXAS 76248
(940) 300-8820VICINITY MAPSCALE: 1" = 2000'SITEGRAPEVINE LAKEBURNEYQUAIL RUNN. CARROLL
RIDGECREST
0+000+660+000+45 0+000+130+000+19 STA 0+00.00~SD-1INSTALL TYPE II PRECASTSAFETY END TREATMENT (PSET-SP)BEGIN 30" RCPFL = 566.13N: 7044810.28E: 2385925.68STA 0+65.87~SD-1INSTALL TYPE II PRECASTSAFETY END TREATMENT (PSET-SP)END 30" RCPFL = 568.51N: 7044811.93E: 2385984.60STA 0+10.35~SD-1BEGIN 30" RCPFL = 566.51BEGIN 30" RCPFL = 566.51N: 7044803.23E: 2385933.26STA 0+18.12~SD-1INSTALL 30" Concrete Pipe° HORIZ BENDSD-1 - 30" CL III RCPSD-2 - 24" CL III RCP LAT-1 - 18" CL III RCPLAT-2 - 18" CL III RCPSTA 0+13.56~LAT-1CONST. STD. 10' CITOP = 575.95FL = 567.00STA 0+00.00~LAT-1CONNECT TO PROP 30" SDSTA 0+44.76~SD-2END 24" RCPFL = 570.29N: 7044758.49E: 2385934.85STA 0+10.92~LAT-2CONST. STD. 10' CITOP = 575.95FL = 569.00L3L1L2L4L5L6
0+00 0+000+450+00 0+130+000+19STA 0+00.00~SD-1INSTALL TYPE II PRECASTSAFETY END TREATMENT (PSET-SP)BEGIN 30" RCPFL = 566.13N: 7044810.28E: 2385925.68STA 0+10.35~SD-1BEGIN 30" RCPFL = 566.51BEGIN 30" RCPFL = 566.51N: 7044803.23E: 2385933.26STA 0+18.12~SD-1INSTALL 30" Concrete Pipe° HORIZ BENDSD-2 - 24" CL III RCPLAT-1 - 18" CL III RCPLAT-2 - 18" CL III RCP
STA 0+13.56~LAT-1CONST. STD. 10' CITOP = 575.95FL = 567.00STA 0+00.00~LAT-1CONNECT TO PROP 30" SDSTA 0+44.76~SD-2END 24" RCPFL = 570.29N: 7044758.49E: 2385934.85STA 0+10.92~LAT-2CONST. STD. 10' CITOP = 575.95FL = 569.00L3 L2
L4L5L6-0+500+00 566.13 566.13 568.73 568.731+0066 LF 30" CL III RCP @ 3.62%STA 0+00.00~SD-1INSTALL TYPE IIPRECAST SAFETYEND TREATMENT(PSET-SP)BEGIN 30" RCPFL 30" = 566.13PROP GRNDSD FLSTA 0+65.87~SD-1INSTALL TYPE IIPRECAST SAFETYEND TREATMENT(PSET-SP)END 30" RCPFL 30" = 568.51COMPACTED FILL TO95% STD. PROCTORDENSITY560565570575580585-0+500+00 566.75
566.75
0+50PROP GRNDSD FLCOMPACTED FILL TO95% STD. PROCTORDENSITYSTA 0+00.00~LAT-1
BEGIN 18" RCP
FL 18" = 566.39
14 LF 18" CL III RCP @ 4.50%CONNECT TOPROP SD-1-0+50COMPACTED FILL TO95% STD. PROCTOR-0+50COMPACTED FILL TO95% STD. PROCTORLINE TABLELine #L1L2L3L4L5L6Length47.767.7710.3518.5644.7612.92DirectionN72°57'37"ES47°02'23"ES47°02'23"ES42°57'37"WS02°02'23"ES47°02'23"EC-5.1040204080STORM DRAIN PLAN AND
PROFILE LINE SD-1 AND LAT-1
THE CONSERVATION
SOUTHLAKE, TEXASSTORM DRAIN NOTES:1. GENERAL CONSTRUCTION NOTES: REFER TO SHEET C-0.4 FOR THE GENERAL CONSTRUCTION NOTES FOR THE PROJECT.2. PROTECTION OF UTILITIES: THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS FOR THE SUPPORT AND PROTECTION OFALL UTILITY POLES, FENCES, TREES, SHRUBS, GAS MAINS, TELEPHONE CABLES, ELECTRIC CABLES, DRAINAGE PIPES, UTILITYSERVICES, AND ALL OTHER UTILITIES AND STRUCTURES BOTH ABOVE AND BELOW THE GROUND.3. PUBLIC STORM DRAIN PIPE: UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL PIPE FOR PUBLIC STORM DRAINIMPROVEMENTS SHALL BE REINFORCED CONCRETE PIPE (RCP), CLASS III.4. PRIVATE STORM DRAIN PIPE: UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL PIPE FOR PRIVATE STORM DRAINIMPROVEMENTS SHALL BE AS FOLLOWS:GREATER THAN 36": REINFORCED CONCRETE PIPE (RCP), CLASS III15" THROUGH 36": REINFORCED CONCRETE PIPE (RCP), CLASS III OR HIGH DENSITY POLYETHYLENE PIPE (HDPE), N-124" THROUGH 12": POLYVINYL CHLORIDE PIPE (PVC), SDR - 35, OR HIGH DENSITY POLYETHYLENE PIPE (HDPE), N-125. RCP JOINT SEALANT: REINFORCED CONCRETE PIPE JOINTS SHALL BE SEALED WITH RAMNECK OR APPROVED EQUAL.6. GROUTING: ALL PIPE ENTERING PUBLIC STORM DRAIN STRUCTURES SHALL BE GROUTED TO ASSURE WATERTIGHTCONNECTIONS.7. CONCRETE COLLARS: CONCRETE COLLARS SHALL BE INSTALLED AT ALL CHANGES IN CONDUIT SIZE AND AT ALL JOINTS THATARE PULLED IN EXCESS OF THAT RECOMMENDED BY THE CONDUIT MANUFACTURER.8. ROOF DRAINS: THE CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ROOF DRAIN LATERALS WITH BUILDING PLANSFOR DOWNSPOUT CONNECTIONS. END AND CAP ROOF DRAIN LATERALS FIVE (5) FEET FROM BUILDING AT 12" BELOW FINISH GRADEFOR CONNECTION OF DOWNSPOUTS.9. ADJUSTMENT OF STRUCTURES: ALL STORM DRAIN STRUCTURES INCLUDING MANHOLES, INLETS AND CLEANOUTS MUST BEADJUSTED TO PROPER LINE AND GRADE BY THE CONTRACTOR PRIOR TO, AND AFTER, PLACEMENT OF PAVING AND GRASSING.C I V I L E N G I N E E R I N G TBPE No. F-003116
DEOTTE, INC.DOI No. 2020104.00420 Johnson Road, Suite 303 Keller, Texas 76248
817-337-8899 (Office) 817-337-5133 (Fax)
PREPARED FOR:
DOI No. 2020104.00 - THE CONSERVATION - WATER, DRAINAGE AND PAVING IMPROVEMENTS - SOUTHLAKE, TEXAS BENCHMARKS:BM1SUNSHINE LANE, LLC
607 SOUTH PEARSON
KELLER, TEXAS 76248
(940) 300-8820VICINITY MAPSCALE: 1" = 2000'SITEGRAPEVINE LAKEBURNEYQUAIL RUNN. CARROLL
RIDGECRESTPROFILE SCALEHORIZ: 1" = 40'VERT: 1" = 4'STORM DRAIN LINE SD-1STORM DRAIN LINE LAT-1
0+00 0+660+000+450+00 0+130+000+19STA 0+00.00~SD-1INSTALL TYPE II PRECASTSAFETY END TREATMENT (PSET-SP)BEGIN 30" RCPFL = 566.13N: 7044810.28END 30" RCPFL = 568.51N: 7044811.93E: 2385984.60STA 0+10.35~SD-1BEGIN 30" RCPFL = 566.51BEGIN 30" RCPFL = 566.51N: 7044803.23E: 2385933.26STA 0+18.12~SD-1INSTALL 30" Concrete Pipe° HORIZ BENDSD-1 - 30" CL III RCPSD-2 - 24" CL III RCPLAT-1 - 18" CL III RCPLAT-2 - 18" CL III RCPSTA 0+13.56~LAT-1CONST. STD. 10' CITOP = 575.95FL = 567.00STA 0+00.00~LAT-1CONNECT TO PROP 30" SDSTA 0+44.76~SD-2END 24" RCPFL = 570.29N: 7044758.49E: 2385934.85STA 0+10.92~LAT-2CONST. STD. 10' CITOP = 575.95FL = 569.00L3 L1L2L4L5L6
0+000+000+450+000+130+000+19 STA 0+10.35~SD-1BEGIN 30" RCPFL = 566.51BEGIN 30" RCPFL = 566.51N: 7044803.23E: 2385933.26STA 0+18.12~SD-1INSTALL 30" Concrete Pipe° HORIZ BENDS
D
-
1
-
3
0
"
C
L
I
I
I
R
C
PSD-2 - 24" CL III RCPLAT-1 - 18" CL III RCP
LAT-2 - 18" CL III RCPSTA 0+13.56~LAT-1CONST. STD. 10' CITOP = 575.95FL = 567.00STA 0+00.00~LAT-1CONNECT TO PROP 30" SDSTA 0+44.76~SD-2END 24" RCPFL = 570.29N: 7044758.49E: 2385934.85STA 0+10.92~LAT-2CONST. STD. 10' CITOP = 575.95FL = 569.00L3L1L2L4
L5L6SD-2-0+500+00 566.86 566.861+00PROP GRNDSD FLCOMPACTED FILL TO95% STD. PROCTORDENSITYSTA 0+00.00~SD-2BEGIN 24" RCPFL 24" = 566.51STA 0+44.76~SD-2INSTALL TYPE IIPRECAST SAFETYEND TREATMENT(PSET-SP)END 24" RCPFL 24" = 570.2945 LF 24" CL III RCP @ 8.45%CONNECT TOPROP SD-1SD-2-0+500+00 566.86
566.86
1+00PROP GRNDSD FLCOMPACTED FILL TO95% STD. PROCTORDENSITYSTA 0+00.00~SD-2
BEGIN 24" RCP
FL 24" = 566.51
STA 0+44.76~SD-2
INSTALL TYPE II
PRECAST SAFETY
END TREATMENT
(PSET-SP)
END 24" RCP
FL 24" = 570.2945 LF 24" CL III RCP @ 8.45%CONNECT TOPROP SD-1560565570575580585560565570575580585LINE TABLELine #L1L2L3L4L5L6Length47.767.7710.3518.5644.7612.92DirectionN72°57'37"ES47°02'23"ES47°02'23"ES42°57'37"WS02°02'23"ES47°02'23"EC-5.2052.5510STORM DRAIN P&P LINE SD-2 AND
LAT-2
THE CONSERVATION
SOUTHLAKE, TEXASSTORM DRAIN NOTES:1. GENERAL CONSTRUCTION NOTES: REFER TO SHEET C-0.4 FOR THE GENERAL CONSTRUCTION NOTES FOR THE PROJECT.2. PROTECTION OF UTILITIES: THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS FOR THE SUPPORT AND PROTECTION OFALL UTILITY POLES, FENCES, TREES, SHRUBS, GAS MAINS, TELEPHONE CABLES, ELECTRIC CABLES, DRAINAGE PIPES, UTILITYSERVICES, AND ALL OTHER UTILITIES AND STRUCTURES BOTH ABOVE AND BELOW THE GROUND.3. PUBLIC STORM DRAIN PIPE: UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL PIPE FOR PUBLIC STORM DRAINIMPROVEMENTS SHALL BE REINFORCED CONCRETE PIPE (RCP), CLASS III.4. PRIVATE STORM DRAIN PIPE: UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL PIPE FOR PRIVATE STORM DRAINIMPROVEMENTS SHALL BE AS FOLLOWS:GREATER THAN 36": REINFORCED CONCRETE PIPE (RCP), CLASS III15" THROUGH 36": REINFORCED CONCRETE PIPE (RCP), CLASS III OR HIGH DENSITY POLYETHYLENE PIPE (HDPE), N-124" THROUGH 12": POLYVINYL CHLORIDE PIPE (PVC), SDR - 35, OR HIGH DENSITY POLYETHYLENE PIPE (HDPE), N-125. RCP JOINT SEALANT: REINFORCED CONCRETE PIPE JOINTS SHALL BE SEALED WITH RAMNECK OR APPROVED EQUAL.6. GROUTING: ALL PIPE ENTERING PUBLIC STORM DRAIN STRUCTURES SHALL BE GROUTED TO ASSURE WATERTIGHTCONNECTIONS.7. CONCRETE COLLARS: CONCRETE COLLARS SHALL BE INSTALLED AT ALL CHANGES IN CONDUIT SIZE AND AT ALL JOINTS THATARE PULLED IN EXCESS OF THAT RECOMMENDED BY THE CONDUIT MANUFACTURER.8. ROOF DRAINS: THE CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ROOF DRAIN LATERALS WITH BUILDING PLANSFOR DOWNSPOUT CONNECTIONS. END AND CAP ROOF DRAIN LATERALS FIVE (5) FEET FROM BUILDING AT 12" BELOW FINISH GRADEFOR CONNECTION OF DOWNSPOUTS.9. ADJUSTMENT OF STRUCTURES: ALL STORM DRAIN STRUCTURES INCLUDING MANHOLES, INLETS AND CLEANOUTS MUST BEADJUSTED TO PROPER LINE AND GRADE BY THE CONTRACTOR PRIOR TO, AND AFTER, PLACEMENT OF PAVING AND GRASSING.C I V I L E N G I N E E R I N G TBPE No. F-003116
DEOTTE, INC.DOI No. 2020104.00420 Johnson Road, Suite 303 Keller, Texas 76248
817-337-8899 (Office) 817-337-5133 (Fax)
PREPARED FOR:
DOI No. 2020104.00 - THE CONSERVATION - WATER, DRAINAGE AND PAVING IMPROVEMENTS - SOUTHLAKE, TEXAS BENCHMARKS:BM1SUNSHINE LANE, LLC
607 SOUTH PEARSON
KELLER, TEXAS 76248
(940) 300-8820VICINITY MAPSCALE: 1" = 2000'SITEGRAPEVINE LAKEBURNEYQUAIL RUNN. CARROLL
RIDGECRESTPROFILE SCALEHORIZ: 1" = 40'VERT: 1" = 4'STORM DRAIN LINE SD-2STORM DRAIN LINE LAT-2
LOT : 1080,257 SFLOT : 150,697 SFLOT : 292,843 SFLOT : 361,034 SFLOT : 482,407 SFLOT : 568,979 SFLOT : 661,357 SFLOT : 872,853 SF0+001+002+003+004+005+006+007+008+009
+
0
0
10+0010+02BP: 0+00.00N 7045069.43E 2386338.76
EP: 10+02.46N 7044410.83E 2385816.28PC: 0+32.02N 7045062.78E 2386307.43PC: 1+39.04N 7045062.69E 2386201.15PC: 2+28.91N 7045065.98E 2386111.48
PC: 4+90.49
N 7044855.92
E 2385990.30
PC: 6+9
5
.
5
6
N 70447
0
2
.
8
6
E 23858
5
4
.
3
5
PC: 9+27.94N 7044485.13E 2385812.51PT: 1+24.53N 7045060.41E 2386215.47PT: 1+92.52N 7045066.52E 2386147.87PT: 4+48.70N 7044892.41E 2386010.66
PT: 5+2
8
.
5
9
N 70448
2
5
.
0
6
E 23859
6
8
.
1
4
PT: 8+82.66N 7044529.63E 2385804.15PT: 9+63.29N 7044450.00E 2385815.93PRC: 3+43.54N 7044993.08E 2386037.60L1L2L3L4L5L
6
L7C1C2C3C4C5C6C7 STA: 0+00BEGIN CONCRETE PAVINGCONNECT TO EX PAVEMENTN:7045100.48E:2386332.3G=595.62STA: 0+00BEGIN CONCRETE PAVINGCONNECT TO EX PAVEMENTN:7045038.63E:2386345.1G=594.89BURNEY LANE25' B-B
25' B-B LINE TABLELINE #L1L2L3L4L5L6L7DIRECTIONS78°00'45"WN80°57'19"WS89°09'40"WS29°09'13"WS42°57'37"WS10°38'15"ES00°30'44"ELENGTH32.02'14.51'36.40'41.79'166.97'45.28'39.17'CURVE TABLECURVEC1C2C3C4C5C6C7RADIUS252.01'310.01'75.00'225.01'150.01'200.01'200.00'LENGTH92.51'53.48'114.63'105.16'38.10'187.10'35.34'DELTA21°01'56"9°53'01"87°33'58"26°46'40"14°33'06"53°35'52"10°07'31"CHORD BEARINGS88°31'43"WN85°53'49"WS45°22'41"WS14°59'02"WS35°41'04"WS16°09'41"WS5°34'30"ECHORD91.99'53.41'103.79'104.21'38.00'180.35'35.30'C-6.1040204080PAVING PLAN AND PROFILE
THE CONSERVATION
SOUTHLAKE, TEXAS
C I V I L E N G I N E E R I N G TBPE No. F-003116
DEOTTE, INC.DOI No. 2020104.00420 Johnson Road, Suite 303 Keller, Texas 76248
817-337-8899 (Office) 817-337-5133 (Fax)
PREPARED FOR:
DOI No. 2020104.00 - THE CONSERVATION - WATER, DRAINAGE AND PAVING IMPROVEMENTS - SOUTHLAKE, TEXAS BENCHMARKS:BM1SUNSHINE LANE, LLC
607 SOUTH PEARSON
KELLER, TEXAS 76248
(940) 300-8820VICINITY MAPSCALE: 1" = 2000'SITEGRAPEVINE LAKEBURNEYQUAIL RUNN. CARROLL
RIDGECRESTPROFILE SCALEHORIZ: 1" = 40'VERT: 1" = 4'
LOT : 1080,257 SFLOT : 150,697 SFLOT : 292,843 SFLOT : 361,034 SFLOT : 482,407 SFLOT : 872,853 SF679829012902290329042905290629072908290929112912291329142915291629172918291929202921292229232924292529262927292829292930293129322933293429422943294429452946294729482949295029522954295529562957295829592960296129622963296429652966296729682969297029712972297329752976297429772978298129822984298329852986298729892990299129922994299368126813681468156816681768186819682568206821682268236824682668276882688368306831683268336834683568506851685268536854685568566857685968606861686268636864686568666867686868696870687168726873687468756876687768796880280128022803280428072808280928102811281328402841284228432844284528462847284828492850286428652866286728682869287028712872287328752876287728282879288028812882288328842887288828892890289128922893289428952896289728982899290060016002600360046005600660076008600960106011601260136014601560166017601860196020602160226023602460256026602760286029603060316032603360346035603660376038603960406041604260436044604560466047604860496050605160526053605463276328632963306331633263336334633563366337633863396340634163426343634463456346634763486349635063516352635363546355635663576358635963606361636263636364636563666367636863696370637163726373637463756376637763786379638063816382638363846385638663876388638963906391639263936394639563966397639863996400640164026403640464056406640764086409641064116412641364146415641664176418641964206421642264236424642564266427642864296430643164326433643464356436643764386439644064416442644364446445644664476448644964506451645264536454645564566457645864596460646164626463646464656466646764686469647064716472647364746475647664776478647964806483648264846485648664876488648964906491649264936494649564966497649867016702670367046705670667076708670967106711671267136714671567166717671967216722672567266727672867296730673167326733673467356737673867396740674167426743674467456747674867496750675167526753675467556756675767586759676067616762676367646765676667676768676967706771677267736774677567766777677867796780678167823783678467856786678767886789679067916792679367946795679667976799680069016902690369046905690669076908690969106911691269136914691569166917691869196920692169226923692469256926692769286929693069316932693369346935693769366940693869396941694269436944694569466947694869496950695169526953695469556956695769586959696069616962696369646965696669676968696969706971697269736974697569766977697869796980698169826983698469856986698769906989699169926993699669946995699769986999700068786881298829102953295128862885648167366499C-7.1040204080TREE PRESERVATION PLAN
THE CONSERVATION
SOUTHLAKE, TEXAS
C I V I L E N G I N E E R I N G TBPE No. F-003116
DEOTTE, INC.DOI No. 2020104.00420 Johnson Road, Suite 303 Keller, Texas 76248
817-337-8899 (Office) 817-337-5133 (Fax)
PREPARED FOR:
DOI No. 2020104.00 - THE CONSERVATION - WATER, DRAINAGE AND PAVING IMPROVEMENTS - SOUTHLAKE, TEXAS BENCHMARKS:BM1SUNSHINE LANE, LLC
607 SOUTH PEARSON
KELLER, TEXAS 76248
(940) 300-8820VICINITY MAPSCALE: 1" = 2000'SITEGRAPEVINE LAKEBURNEYQUAIL RUNN. CARROLL
RIDGECRESTLEGENDTREE TO REMAINTREE TO BE REMOVEDTREE PROTECTION FENCETREE PRESERVATION CALCULATIONSTOTAL EXISTING CANOPY974 CALIPER INCHESREQUIRED CANOPY PRESERVATION705 CALIPER INCHES (72.4%)PRESERVED CANOPY700 CALIPER INCHES (71.9%)REMOVED CANOPY274 CALIPER INCHES (28.1%)
C-7.2040204080TREE LIST & DETAILS
THE CONSERVATION
SOUTHLAKE, TEXAS
C I V I L E N G I N E E R I N G TBPE No. F-003116
DEOTTE, INC.DOI No. 2020104.00420 Johnson Road, Suite 303 Keller, Texas 76248
817-337-8899 (Office) 817-337-5133 (Fax)
PREPARED FOR:
DOI No. 2020104.00 - THE CONSERVATION - WATER, DRAINAGE AND PAVING IMPROVEMENTS - SOUTHLAKE, TEXAS BENCHMARKS:BM1SUNSHINE LANE, LLC
607 SOUTH PEARSON
KELLER, TEXAS 76248
(940) 300-8820VICINITY MAPSCALE: 1" = 2000'SITEGRAPEVINE LAKEBURNEYQUAIL RUNN. CARROLL
RIDGECRESTROOT ZONEPROTECTED VEGETATION ZONETREE PROTECTION DETAILEXISTING GRADENOT TO SCALEROOTZONEDRIPLINE
EXISTING VEGETATIONTO REMAINCONSTRUCTIONAREASTANDARD STEELOR WOOD POST.SPACE MAX 6' C-C.4'2'-6"ROOTZONEDRIPLINE FENCING TO MARKPROTECTION ZONECONSTRUCTIONAREACONSTRUCTIONAREA9 GA. GALV. STEELCHAIN LINK FENCINGOR ORANGE PLASTICSAFETY FENCEMATERIALTREE PROTECTION NOTES1.GENERAL CONSTRUCTION NOTES: REFER TO SHEET C-0.4 "GENERAL CONSTRUCTION NOTES, LEGEND ANDABBREVIATIONS" FOR THE GENERAL CONSTRUCTION NOTES FOR THE PROJECT.2.TREE PROTECTION IDENTIFICATION: PRIOR TO GRADING, BRUSH REMOVAL, OR SITE CONSTRUCTION, THECONTRACTOR SHALL MEET WITH THE DEVELOPER AND/OR ENGINEER AT THE SITE TO ASCERTAIN THE AREAS OF THEEXISTING TREES TO BE PROTECTED AND PRESERVED. THE CONTRACTOR SHALL THEN CLEARLY TAG OR MARK ALLTREES TO BE PROTECTED AND PRESERVED. NO TREES SHALL BE CUT AND/OR REMOVED FROM THE PROJECT SITEUNTIL SPECIFICALLY AUTHORIZED IN WRITING BY THE GOVERNING AUTHORITY AND/OR DEVELOPER.3.TREE PROTECTION FENCE: THE CONTRACTOR SHALL ERECT A FENCE (PER DETAILS) AROUND EACH TREE TO PREVENTTHE PLACEMENT OF DEBRIS OR FILL WITHIN THE DRIP LINE OF THE TREE. THE TREE PROTECTION FENCE LOCATIONSHOWN ON THE PLAN IS SCHEMATIC IN NATURE.4.TREE CANOPY RESTRICTIONS: DURING CONSTRUCTION, THE CONTRACTOR SHALL PROHIBIT CLEANING, PARKING ORSTORAGE OF EQUIPMENT OR MATERIALS UNDER THE CANOPY OF ANY TREE OR GROUP OF TREES BEING PRESERVED.THE CONTRACTOR SHALL NOT ALLOW THE DISPOSAL OF ANY WASTE MATERIAL SUCH AS, BUT NOT LIMITED TO, PAINT,OIL SOLVENTS, ASPHALT, CONCRETE, MORTAR, ETC., IN THE CANOPY AREA.5.TREE ATTACHMENT RESTRICTIONS: NO ATTACHMENTS OR WIRES OF ANY KIND, OTHER THAN THOSE OF A PROTECTIVENATURE, SHALL BE ATTACHED TO ANY TREE.6.FILL RESTRICTIONS: NO FILL OR EXCAVATION MAY OCCUR WITHIN THE DRIP LINE OF A TREE TO BE PRESERVEDWITHOUT AN APPROVED PLAN FOR USE OF TREE WELLS OR RETAINING WELLS. CHANGES OF GRADE SIX (6) INCHES ORGREATER SHALL REQUIRE ADDITIONAL MEASURES TO MAINTAIN PROPER OXYGEN AND WATER EXCHANGE WITH THEROOT SYSTEM. IN ADDITION, THE FOLLOWING GUIDELINES ARE TO PROTECT THE TREES TO BE PRESERVED.A.WITH MAJOR GRADE CHANGES, A RETAINING WALL OR TREE WELL OF A DESIGN APPROVED BY THE GOVERNINGAUTHORITY SHALL BE CONSTRUCTED AROUND THE TREE NO CLOSER THAN HALF THE DISTANCE BETWEEN THETRUNK AND THE DRIP LINE. THE RETAINING WALL SHOULD BE CONSTRUCTED SO AS TO MAINTAIN THE EXISTINGGRADES AROUND THE TREE OR GROUP OF TREES.B.AT NO TIME SHALL A WALL, PAVEMENT OR POROUS PAVEMENT BE PLACED LESS THAN FIVE (5) FEET OR ONE (1)FOOT FOR EVERY TWO (2) INCHES IN CALIPER, WHICHEVER IS GREATER, TO THE TRUNK OF THE TREE.C.ROOT PRUNING WILL BE REQUIRED WHEN THE CRITICAL ROOT ZONE IS TO BE DISTURBED. THIS IS IN AREAS WHEREPAVING OR THE BUILDING PAD EXTENDS TO OR BENEATH THE DRIP LINE OF THE TREE.
"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
STANDARD CONSTRUCTION DETAILS
PAVING
CONCRETE PAVING DETAILSVARIABLERADII
SD-03PVMT-C.DWGLASTSAVED:9/4/20158:30AMPRINTED: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
1. ALL CONCRETE SHALL BE CLASS "A" (5 BAGS OF CEMENT PER C.Y. AND A MINIMUM
COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI). ALL EXPOSED CORNERS SHALL BE
CHAMFERED 3/4" UNLESS INCORPORATED INTO SIDEWALK.
2. IN GENERAL, REINFORCING STEEL SHALL BE NO. 4 BARS, ON 12" CENTERS EACH WAY FOR
GUTTER, BOTTOM SLAB, ENDS, AND FRONT AND BACK WALLS, AND NO. 4 BARS ON 6"
CENTERS EACH WAY FOR TOP SLAB IN BOTH INLETS AND EXTENSIONS. ADDITIONAL
REINFORCING STEEL SHALL BE PLACED AROUND MANHOLES AS SHOWN.
3. ALL REINFORCING STEEL SHALL BE OPEN HEARTH NEW BILLET STEEL OF INTERMEDIATE
OR HARD GRADE CONFORMING TO ASTM A-15. DEFORMATIONS SHALL CONFORM TO ASTM
A-305-56T.
4. ALL REINFORCING STEEL SHALL HAVE A MINIMUM COVER OF 2".
5. 8'-0" OF EXISTING CURB AND GUTTER UPSTREAM AND 4'-0" OF EXISTING CURB AND GUTTER
DOWNSTREAM SHALL BE REMOVED AND RE-POURED INTEGRALLY WITH EACH INLET.
6. DIMENSIONS RELATING TO REINFORCING STEEL ARE TO THE CENTER OF BARS.
7. ALL BACKFILL SHALL BE PERFORMED BY MECHANICAL TAMPING.
8. PRECAST INLETS MUST BE APPROVED BY CITY ENGINEER.
9. ALL STORM SEWER MUST BE VIDEO INSPECTED BY CONTRACTOR. CONTRACTOR SHALL
FURNISH THE CITY WITH DVD FOR APPROVAL PRIOR TO ACCEPTANCE.
10. ALL STORM DRAIN STRUCTURES 36" DEEP OR DEEPER MUST HAVE FIBERGLASS STEPS
INSTALLED.
FRAME TO BE ANCHOR BOLTED
OR CAST INTO JUNCTION BOX
OR INLET
ASSEMBLY TO BE FURNISHED WITH A
CHAIN RETENTION DEVICE.
FRAME AND COVER SHALL BE
EAST JORDAN IRON WORKS
PRODUCT NO. 35506214,
CATALOG NO. 226L BASS LOGO,
"106-4L ASSEMBLY WITH LOCK"
OR APPROVED EQUAL.SD-06DRAIN1.DWGLASTSAVED:9/3/20152:42PMPRINTED:5/9/201312:01PM
STANDARD CONSTRUCTION DETAILS
DRAINAGE
STORM DRAIN DETAILS
SD-07DRAIN2.DWGLASTSAVED:9/3/20152:42PMPRINTED: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
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
CK:DW:CK:FILE:
JOB
COUNTY
SECT
DIST
REVISIONS
HIGHWAY
SHEET NO.
C TxDOT
of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:CONT FILE:DATE:Standard
Division
Operations
TrafficWork SpaceShoulderShoulderShoulderTCP (2-1b)TCP (2-1c)
WORK SPACE ON SHOULDER WORK VEHICLES ON SHOULDER
See note 1)
48" X 48"
(Flags-
CW20-1D
CW20-1D
48" X 48"
See note 1)
(Flags-
(See note 2)
G20-2
48" X 24"ShoulderShoulder See note 1)
48" X 48"
(Flags-
CW20-1D
48" X 24"
(See note 2)
G20-2
See note 1)
48" X 48"
(Flags-
CW20-1D
(See note 2)
G20-2
48" X 24"
48" X 24"
(See note 2)
G20-2
Right-of-way LineApprox.100'ShoulderShoulderMin.30'Work Space100'Min.30' 1/3 LB 1/3 LBWork SpaceMin.30'Min.
10'100'ShoulderShoulderShoulderShoulderShoulderApprox.100' See note 1)
48" X 48"
(Flags-
CW20-1DMin.30'Min.30'Min.30'Min.
10'x for 50 mph or less3x for over 50 mphor lessx for 50 mph 50 mph3x for over 50 mph3x for over or lessx for 50 mph (See notes 4 & 5)
(See notes 4 & 5)
CW20-1D
48" X 48"
See note 1)
(Flags-
nearest traveled way.
of 30' from the
work area is a minimum
may be omitted if the
Channelizing devices
at all times.
channelizing devices
lanes of traffic by
areas separated from
etc., shall remain in
moveable cranes,
such as trucks,
work operation,
necessary for the
or other equipment
Work vehicles
TCP (2-1a)
WORK SPACE NEAR SHOULDER
Conventional Roads Conventional Roads Conventional Roadsor lessx for 50 mph or lessx for 50 mph or lessx for 50 mph 50 mph3x for over 50 mph3x for over 50 mph3x for over (See Note 7)
work vehicle
Inactive
(See notes 4 & 5)
Type 3 Barricade
Heavy Work Vehicle
Channelizing Devices
Flag
LEGEND
Flagger
Sign
Message Sign (PCMS)
Portable Changeable
Flashing Arrow Board
Trailer Mounted
M
Traffic Flow
Attenuator (TMA)
Truck Mounted
L=Length of Taper(FT) W=Width of Offset(FT) S=Posted Speed(MPH)
Taper lengths have been rounded off.
Conventional Roads Only*
**
2
*
**
75 750'
720'
825'900'75'900'540'
90'
120'
155'
195'
240'
295'
350'
410'
475'
60'
70'
80'
90'
100'
110'
120'
130'
140'
150'
120'
160'
240'
320'
400'
500'
700'
600'
800'
30'
35'
40'
45'
50'
55'
60'
65'
70'
150'
205'
265'
450'
500'
550'
600'
165'
225'
295'
495'
550'
605'
660'
180'
320'
600'
660'
650'715'780'
245'
540'
700'770'840'
30
35
40
45
50
55
60
65
70
60
WS
L=
Posted
Speed
"B"
Buffer Space
Longitudinal
Suggested
Tangent
On a
Taper
On a12'
OffsetOffset
11'
Offset
10'
Taper Lengths
Desirable
Minimum
Devices
Channelizing
Spacing of
Suggested Maximum
Formula
L=WS
Spacing
Sign
Minimum
Distance
"X"
TERM STATIONARY
INTERMEDIATE
STATIONARY
LONG TERM
STATIONARY
SHORT TERM
TYPICAL USAGE
MOBILE
DURATION
SHORT
GENERAL NOTES
"ROAD WORK AHEAD" signs for shoulder work on conventional roadways.
8. CW21-5 "SHOULDER WORK" signs may be used in place of CW21-1D
right-of-way line and not parked on the paved shoulder.
7. Inactive work vehicles or other equipment should be parked near the
freeways.
6. See TCP(5-1) for shoulder work on divided highways, expressways and
surface, next to those shown in order to protect a wider work space.
5. Additional Shadow Vehicles with TMAs may be positioned off the paved
substituted for the Shadow Vehicle and TMA.
place, Type 3 Barricades or other channelizing devices may be
but road or work conditions require the traffic control to remain in
performance or quality of the work. If workers are no longer present
the area of crew exposure without adversely affecting the
used anytime it can be positioned 30 to 100 feet in advance of
oscillating or strobe lights. A Shadow Vehicle with a TMA should be
4. Shadow Vehicle with TMA and high intensity rotating, flashing,
nearest traveled way.
3. Stockpiled material should be placed a minimum of 30 feet from
plans, or for routine maintenance work, when approved by the Engineer.
denoted with the triangle symbol may be omitted when stated in the
2. All traffic control devices illustrated are REQUIRED, except those
1. Flags attached to signs where shown, are REQUIRED.
SHOULDER WORK
CONVENTIONAL ROAD
TRAFFIC CONTROL PLAN
2-94
8-95
1-97
4-98
161
2-12
December 1985
TCP(2-1)-18
2-18
DN:tcp2-1-18.dgn