CSP 7582 - PLANS - Street Bundle 2020 - Sector IICITY of DENTON
ENGINEERING SERVICES
WATER, SEWER AND STREET IMPROVEMENTS
PROJECT # 630441517, 640427541, 350499402.
FEBRUARY 2021
SHEET LIST
1 GENERAL NOTES
2-9 PROJECT LAYOUT SHEETS
10-11 TYPICAL STREET CROSS-SECTIONS
12-13 EROSION CONTROL SHEET
14 TCP NARRATIVE
15-22 PAVING PLAN SHEETS
23-25 NORTH TEXAS BOULEVARD STRIPING PLAN
26-32 WATER SHEETS
33-39 SEWER SHEETS
40-59 CITY STANDARD DETAILS
* THE DETAILS SHEETS SPECIFICALLY IDENTIFIED ABOVE HAVE BEEN SELECTED BY ME
UNDER MY RESPONSIBLE SUPERVISION AS BEING APPLICABLE TO THIS PROJECT.
2020 STREET
BUNDLE - SECTOR II
STELLA, SOUTH WELCH, CHESTNUT
STREETS AND NORTH TEXAS BOULEVARD
ENGINEERING SERVICES
GENERAL NOTES
GENERAL CONSTRUCTION NOTES
UTILITY NOTES
EROSION CONTROL
HAULING EQUIPMENT
DETOURS, BARRICADES, WARNING SIGNS, SEQUENCE OF WORK, ETC. NOTES GENERAL
SEQUENCE OF WORK
SAFETY
FINAL CLEAN UP
UTILITY NOTE
LIST OF COMPANIES:
SYMBOL LEGEND
WATER AND SANITARY NOTES:
2020 STREET BUNDLE - SECTOR II
OAK ST.HICKORY ST.NORTH TEXAS BLVD.NORTH TEXAS BLVD.NORTH TEXAS BLVD.NORTH TEXAS BLVD.E
A
G
L
E
D
R
.W. HIGHLAND ST.W. PRAIRIE ST.CHESTNUT ST.SYCAMORE ST.AVE. F AVE. F
AVE. G
BONNIE BRAE ST.
AVE. 'H'AVE. 'H'
BONNIE BRAE ST.
AVE. G
NORTH TEXAS BLVD.STELLA ST.STELLA ST.STELLA ST.ENGINEERING SERVICES
PROJECT LAYOUT
STREET LAYOUT
NORTH TEXAS BLVD & STELLASHEET 15SHEET 16 SHEET 17 SHEET 18SHEET 20SHEET 192020 STREET BUNDLE - SECTOR II
OAK ST.HICKORY ST.NORTH TEXAS BLVD.NORTH TEXAS BLVD.NORTH TEXAS BLVD.W. HIGHLAND ST.W. PRAIRIE ST.CHESTNUT ST.SYCAMORE ST.AVE. F AVE. F
AVE. G
BONNIE BRAE ST.
AVE. 'H'AVE. 'H'
BONNIE BRAE ST.
AVE. G
NORTH TEXAS BLVD.STELLA ST.STELLA ST.STELLA ST.ENGINEERING SERVICES
PROJECT LAYOUT
WATER LINE "A", "B","C" & LINE "A", "B"
SHEET 26 SHEET 27 SHEET 27 SHEET 28SHEET 30SHEET 29NORTH TEXAS BLVD & STELLA
2020 STREET BUNDLE - SECTOR II
AVE. GBONNIE BRAE ST.AVE. 'H'AVE. 'H'BONNIE BRAE ST.AVE. GSTELLA ST.STELLA ST.OAK ST.HICKORY ST.NORTH TEXAS BLVD.NORTH TEXAS BLVD.W. PRAIRIE ST.CHESTNUT ST.SYCAMORE ST.NORTH TEXAS BLVD.
AVE. F AVE. F
OAK ST.ENGINEERING SERVICES
PROJECT LAYOUT
SEWER LAYOUT
SHEET 9 (TNP)SHEET 36, 37SHEET 8 (TNP)
NORTH TEXAS BLVD & STELLA
2020 STREET BUNDLE - SECTOR II
WELCH ST.CHESTNUT ST.
CHESTNUT ST.BERNARD ST.WELCH ST.BERNARD ST.WELCH ST.COLLINS ST.WELCH ST.NEFF ST.FANNIN ST.FANNIN ST.
COLLINS ST.
ENGINEERING SERVICES
PROJECT LAYOUT
STREET LAYOUT
SHEET 21
SHEET 22
CHESTNUT & S.WELCH ST
2020 STREET BUNDLE - SECTOR II
WELCH ST.CHESTNUT ST.
CHESTNUT ST.BERNARD ST.WELCH ST.BERNARD ST.WELCH ST.COLLINS ST.WELCH ST.NEFF ST.FANNIN ST.FANNIN ST.
COLLINS ST.
ENGINEERING SERVICES
PROJECT LAYOUT
WATER LAYOUT
SHEET 31
SHEET 32
CHESTNUT & S.WELCH ST
2020 STREET BUNDLE - SECTOR II
WELCH ST.CHESTNUT ST.
CHESTNUT ST.BERNARD ST.WELCH ST.BERNARD ST.ENGINEERING SERVICES
PROJECT LAYOUT
SEWER LAYOUT
SHEET 38, 39
CHESTNUT
2020 STREET BUNDLE - SECTOR II
ENGINEERING SERVICES
CONTROL POINTS
NORTH TEXAS BLVD & STELLA ST
2020 STREET BUNDLE - SECTOR II
ENGINEERING SERVICES
CONTROL POINTS
SOUTH WELCH & CHESTNUT
2020 STREET BUNDLE - SECTOR II
ENGINEERING SERVICES TYPICAL STREET CROSS-SECTION
STREET BUNDLE 2020
SECTOR II
CERTIFICATION:
THIS CITY OF DENTON STANDARD
DETAIL SHEET IS AUTHORIZED FOR
USE IN THIS PROJECT BY THE
ENGINEER WHOSE SEAL APPEARS
HEREON, AND WHO CERTIFIES THE
CONTENT OF THE DETAILS AND NOTES
HEREIN HAVE NOT BEEN ALTERED
AND ASSUMES RESPONSIBILITY FOR
APPROPRIATE USE OF THE
STANDARDS WITHIN THIS SHEET.
ENGINEERING SERVICES TYPICAL STREET CROSS-SECTION
STREET BUNDLE 2020
SECTOR II
CERTIFICATION:
THIS CITY OF DENTON STANDARD
DETAIL SHEET IS AUTHORIZED FOR
USE IN THIS PROJECT BY THE
ENGINEER WHOSE SEAL APPEARS
HEREON, AND WHO CERTIFIES THE
CONTENT OF THE DETAILS AND NOTES
HEREIN HAVE NOT BEEN ALTERED
AND ASSUMES RESPONSIBILITY FOR
APPROPRIATE USE OF THE
STANDARDS WITHIN THIS SHEET.
ENGINEERING SERVICES
SITE DESCRIPTION
PROJECT NAME AND LOCATION: STREET BUNDLE 2020 - SECTOR II
PROJECT IS LOCATE IN THE WESTERN HALF ON THE CITY OF DENTON IN
DENTON COUNTY.
CONTACT AND PHONE NO.: JAMES WILDER, P.E.
940-349-8953
MAJOR SOIL DISTRIBUTION ACTIVITIES: EXCAVATION, DEMOLITION,
TRENCHING
TOTAL PROJECT AREA (ACRES): 6.83 Acres
POST-CONSTRUCTION CHANGE IN RUNOFF POTENTIAL: NONE
EXISTING CONDITION OF SOIL, VEGETATIVE COVER: WELL
ESTABLISHED SOILS; APPROXIMATELY 10% VEGETATIVE COVER IN
PARKWAYS BEHIND CURB
DESCRIPTION OF WATER DISCHARGE NOT ASSOCIATED WITH
CONSTRUCTION: NONE
NAME OF RECEIVING WATERS: PECAN CREEK, HICKORY CREEK
IDENTIFY STORM WATER DISCHARGE POINTS: STORM DRAINS WITHIN
THE PECAN CREEK AND HICKORY CREEK DRAINAGE BASINS
A DESCRIPTION AND TIME FRAME FOR THE INSTALLATION OF
STABILIZATION PRACTICES IN CONJUNCTION WITH CONSTRICTION:
BMPs WILL BE INSTALLED PRIOR TO CONSTRUCTION
EROSION CONTROL
SOIL STAILIATION PRACTICES͗
HYDROMULCHING.
TEMPORARY SEEDING.
X PERMANENT PLANTING, SODDING OR SEEDING.
MULCHING.
X SOIL RETENTION BLANKET
BUFFER ZONES.
PRESERVATION OF NATURAL RESOURCES.
DISTURBED AREAS ON WHICH CONSTRUCTION ACTIVITIES HAS CEASED
TEMPORARILY OR PERMANENTLY, SHALL BE STABILIZED WITHIN 14 DAYS
UNLESS ACTIVITIES ARE SCHEDULED WITHIN 21.
STRhCThRAL PRACTICES͗
X SILT FENCES
HAY BALES
X GRAVEL FILTRATION BAGS
X ROCK BERMS
X DIVERSION, INTERCEPTOR OR PERIMETER DIKES
DIVERSION, INTERCEPTOR OR PERIMETERS SWALES.
DIVERSION, DIKE AND SWALE COMBINATION.
PAVED FLUMES.
X ROCK BEDDING AT CONSTRUCTION EXIT (STABILIZED ENTRANCE).
TIMBER MATTING AT CONSTRUCTION EXITS (STABILIZED ENTRANCE)
CHANNEL LINERS.
SEDIMENT TRAPS
SEDIMENT BASINS
X STORM INLET SEDIMENT TRAP
STONE OUTLET SEDIMENT
X CURBS AND GUTTERS
X STORM SEWERS
VELOCITY CONTROL STRUCTURES
GEOTEXTILES.
OTHERS:
SEQUENCE OF STORMWATER MANAGEMENT AND CONSTRUCTION ACTIVITIES:
BMP INSTALLATION, DEMOLITION, UTILITY WORK, PAVING, BMP
REMOVAL
MAINTENANCE PROCEDURES FOR CONTROL MEASURES USED: BMP
INSPECTIONS WILL BE PERFORMED WEEKLY AND WITHIN 24 HOURS OF THE
END OF A 0.5 INCH OR GREATER STORM EVENT
STORM WATER MANAGEMENT: STORM WATER WILL BE CONVEYED BY CURB
AND GUTTER TO THE NEAREST INLET OR DISCHARGE LOCATION
PERMANENT EROSION CONTROL MEASURES: SODDING, SEEDING OR EROSION
CONTROL BLANKETS
PERMANENT STORM WATER MANAGEMENT MEASURES: CURB & GUTTER,
STORM INLETS, STORM DRAINS
OT,ER EROSION AND SEDIMENTATION CONTROL
MAINTENANCE:
ALL EROSION AND SEDIMENT CONTROLS WILL BE MAINTAINED IN GOOD
WORKING ORDER. IF REPAIR 1S NECESSARY, IT WILL BE DONE AT THE
EARLIEST DATE POSSIBLE, BUT NO LATER THAN 7 CALENDAR DAYS AFTER
THE SURROUNDING EXPOSED GROUND HAS DRIED SUFFICIENTLY TO PREVENT
FURTHER DAMAGE FROM HEAVY EQUIPMENT. THE AREAS ADJACENT TO
CREEKS AND DRAINAGEWAYS SHALL HAVE PRIORITY, FOLLOWED BY DEVICES
PROTECTION STORM SEWER INLETS.
INSPECTION:
AN INSPECTION WILL BE PERFORMED BY THE CONTRACTOR EVERY 14 DAYS
AS WELL AS AFTER EVERY ½“ OR MORE OF RAIL (RECORDED ON A NON
FREEZING RAIN GAUGE TO BE LOCATED AT THE PROJECT SITE). AN
INSPECTION AND MAINTENANCE REPORT WILL BE MADE PER INSPECTION
BASED ON THE INSPECTION RESULTS, THE CONTROLS SHALL BE CORRECTED
BEFORE THE NEXT SCHEDULED INSPECTION.
WASTE MATERIALS:
ALL WASTE MATERIALS WILL BE COLLECTED AND STORED IN A SECURELY
LIDDED METAL DUMPSTER. THE DUMPSTER WILL MEET ALL STATE AND
LOCAL CITY SOLID WASTE MANAGEMENT REGULATIONS. ALL TRASH AND
CONSTRUCTION DEBRIS FROM THE SITE WILL BE DEPOSITED IN THE
DUMPSTER. THE DUMPSTER WILL BE EMPTIED AS NECESSARY OR AS
REQUIRED BY LOCAL REGULATION AND THE TRASH WILL BE HAULED TO A
LOCAL DUMP. NO CONSTRUCTION MATERIALS WILL BE BURIED ON SITE.
HAZARDOUS WASTE (INCLUDING SPILL REPORTING)
AT A MINIMUM, ANY PRODUCTS IN THE FOLLOWING CATEGORIES ARE
CONSIDERED TO BE HAZARDOUS; PAINTS, ACIDS FOR CLEANING MASONRY
SURFACES, GASOLINE, MOTOR OIL, CLEANING SOLVENTS, ASPHALT PRODUCTS,
CHEMICAL ADDITIVES FOR SOIL STABILIZATION OR CONCRETE CURING
COMPOUND AND ADDITIVES. IN THE EVENT OF A SPILL WHICH MAY BE
HAZARDOUS AND MEETS REPORTING REQUIREMENTS, THE NATION RESPONSE
CENTER SHOULD BE CONTACTED AT 800-424-8802, AND ANY REQUIRED
CHANGES MADE TO SWPPP. IN THE EVENT OF A LIFE THREATENING SPILL THE
DENTON FIRE DEPARTMENT SHOULD BE NOTIFIED AS WELL AS THE
APPROPRIATE CITY INSPECTORS.
SANITARY WASTE RESPONSIBILITY OF THE CONTRACTOR
OFFSITE EXCAVATION SOURCE LOCATION: NONE
OFFSITE FILL SOURCE LOCATION: NONE
OFFSITE VEHICLE TRACKING:
X HAUL ROADS DAMPED FOR DUST CONTROL
X LOADED HAUL TRUCKS TO BE COVERED WITH TARPAULIN
X EXCESS DIRT ON ROAD TO BE REMOVED DAILY
X STABILIZED CONSTRUCTION ENTRANCE
OTHERS:
CERTIFICATION THAT SITE DISTURBANCES AND/OR DISCHARGES WILL NOT
EFFECT LISTED ENDANGERED SPECIES AND THEIR HABITAT.
WHAT METHOD IS USED TO SATISFY THE ENDANGERED SPECIES
REQUIREMENTS? NOT APPLICABLE
EROSION AND SEDIMENTATION CONTROL
EROSION CONTROL PLAN
THE CONTRACTOR IS RESPONSIBLE FOR CREATING THE EROSION CONTROL PLAN
FOR THE PROJECT. THE PLAN SHALL CONFORM TO THE REQUIREMENTS OF THE
SPECIFICATIONS CONTAINED IN THE PROJECT MANUAL AND THE EROSION
CONTROL PLAN NARRATIVE SHEETS. THE EROSION CONTROL PLAN SHELL BE
REVIEWED AND APPROVED BY THE CITY OF DENTON WATERSHED DEPARTMENT
PRIOR TO IMPLEMENTATION.
2020 STREET BUNDLE - SECTOR II
PLAN NARRATIVE
CERTIFICATION:
THIS CITY OF DENTON STANDARD
DETAIL SHEET IS AUTHORIZED FOR
USE IN THIS PROJECT BY THE
ENGINEER WHOSE SEAL APPEARS
HEREON, AND WHO CERTIFIES THE
CONTENT OF THE DETAILS AND NOTES
HEREIN HAVE NOT BEEN ALTERED
AND ASSUMES RESPONSIBILITY FOR
APPROPRIATE USE OF THE
STANDARDS WITHIN THIS SHEET.
ENGINEERING SERVICES
FIG 3.6 SCHEMATICS OF ORGANIC FILTER TUBE
CURB INLET PROTECTION
CERTIFICATION:
THIS CITY OF DENTON STANDARD
DETAIL SHEET IS AUTHORIZED FOR
USE IN THIS PROJECT BY THE
ENGINEER WHOSE SEAL APPEARS
HEREON, AND WHO CERTIFIES THE
CONTENT OF THE DETAILS AND NOTES
HEREIN HAVE NOT BEEN ALTERED
AND ASSUMES RESPONSIBILITY FOR
APPROPRIATE USE OF THE
STANDARDS WITHIN THIS SHEET.
FIG. 3.29 SCHEMATICS OF STABILIZED
CONSTRUCTION EXIT
FIG. 3.28 SCHEMATICS OF SLIT FENCEFIG. 2.1 SCHEMATICS OF ROCK CHECK DAMS
FIG. 3.32 SCHEMATICS OF TRIANGULAR SEDIMENT
FILTER DIKE
EROSION CONTROL
2020 STREET BUNDLE - SECTOR II
ISWM EROSION CONTROL SCHEMATICS
TRAFFIC CONTROL PLAN GUIDELINES
ENGINEERING SERVICES
TRAFFIC CONTROL PLAN
TRAFFIC CONTROL PLAN NARRATIVE
2020 STREET BUNDLE - SECTOR II CERTIFICATION:
THIS CITY OF DENTON STANDARD
DETAIL SHEET IS AUTHORIZED FOR
USE IN THIS PROJECT BY THE
ENGINEER WHOSE SEAL APPEARS
HEREON, AND WHO CERTIFIES THE
CONTENT OF THE DETAILS AND NOTES
HEREIN HAVE NOT BEEN ALTERED
AND ASSUMES RESPONSIBILITY FOR
APPROPRIATE USE OF THE
STANDARDS WITHIN THIS SHEET.
NORTH TEXAS BLVD.EAGLE DR.801
712
801
801
NORTH
T
EXA
S
B
LVD
.
SYMBOL LEGEND
ENGINEERING SERVICES
STREET RECONSTRUCTION PLAN VIEW
STA TO STA0+00.00 7+50.00
NORTH TEXAS BLVD2020 STREET BUNDLE - SECTOR II
NORTH TEXAS BLVD.W. HIGHLAND ST.2000
502
601601801NORTH TEXAS BLVD.
SYMBOL LEGEND
ENGINEERING SERVICES
STREET RECONSTRUCTION PLAN VIEW
STA TO STA7+50.00 17+00.00
NORTH TEXAS BLVD2020 STREET BUNDLE - SECTOR II
2021222324252627
NORTH TEXAS BLVD.W. PRAIRIE ST.CHESTNUT ST.SYCAMORE ST.217
218
1916
1900
320
1916
1921
408
2101
SYMBOL LEGEND
ENGINEERING SERVICES
STREET RECONSTRUCTION PLAN VIEW
STA TO STA17+00.00 27+00.00
NORTH TEXAS BLVD2020 STREET BUNDLE - SECTOR II
28 OAK ST.HICKORY ST.NORTH TEXAS BLVD.STELLA ST.2041
2037
2101
2036
106-114
2001
200
221
214
210 202
2930313233343536
SYMBOL LEGEND
ENGINEERING SERVICES
NORTH TEXAS BLVD
STREET RECONSTRUCTION PLAN VIEW
STA TO STA27+00.00 35+96.47
2020 STREET BUNDLE - SECTOR II
2415
2525
2521
2519
2507
2505
202
2431
2429
2411 2407
2413
24162418
2413
120
117121
115
113
2311
119BONNIE BRAE ST.STELLA ST.STELLA ST.AVE. 'H'AVE. G101
ENGINEERING SERVICES
SYMBOL LEGEND
STELLA STREET
STREET REPLACEMENT
00+00 10+50.00STA TO STA
2020 STREET BUNDLE - SECTOR II
NORTH TEXAS BLVD.STELLA ST.AVE. F22172121
2105
202
210
21102114
2118
21202122
2202-2206-22
106-114
2201-2209AVE. GENGINEERING SERVICES
SYMBOL LEGEND
STELLA STREET
STREET REPLACEMENT
10+50.00 19+21.73STA TO STA
2020 STREET BUNDLE - SECTOR II
WELCH ST.BERNARD ST.912
332
326
425
424
919
918924
915
925927
10031005
1011
1007
350
1011 1011
CHESTNUT ST.
CHESTNUT ST.
CHESTNUT STREET
ENGINEERING SERVICES STA TO STA00+00 8+80.96
SYMBOL LEGEND
STREET RECONSTRUCTION PLAN VIEW
2020 STREET BUNDLE - SECTOR II
FANNIN ST.WELCH ST.COLLINS ST.WELCH ST.
NEFF ST.FANNIN ST.1017
1023
1003
1000 930
1015
10191023
1027
10021018
1103
1007
1104
STA TO STA
ENGINEERING SERVICES
S. WELCH
0+00.00 4+61.44
SYMBOL LEGEND
STREET RECONSTRUCTION PLAN VIEW
2020 STREET BUNDLE - SECTOR II
WELCH ST.EAGLE DR.FANNIN ST.WELCH ST.
1111 EAGLE DR.
903-905WELCH
909-911WELCH
915 WELCH
1003 W. EAGLE
930 S. WELCH
WELCH ST.WELCH ST.
FLOW
FLOWFLOW
EX. CURBEX. CURB
STA TO STA
ENGINEERING SERVICES
S. WELCH
0+00.00 4+17.07
STREET RECONSTRUCTION PLAN VIEW
2020 STREET BUNDLE - SECTOR II
SYMBOL LEGEND
ONLYENGINEERING SERVICES LEGEND
NOTE
STRIPING PLAN
2020 STREET BUNDLE - SECTOR II
NORTH TEXAS BLVD.EAGLE DR.601
801
712
801
801
NOR
TH
T
EXA
S
B
LVD
.
ENGINEERING SERVICES
NORTH TEXAS BLVD
STRIPING PLAN
STA TO STA0+00.00 11+0.00
2020 STREET BUNDLE - SECTOR II
NORTH TEXAS BLVD.W. HIGHLAND ST.W. PRAIRIE ST.CHESTNUT ST.1900
320
1916
1921
408
2101
2000
502
601
OAK ST.HICKORY ST.NORTH TEXAS BLVD.NORTH TEXAS BLVD.STELLA ST.SYCAMORE ST.2041
2037
2101
2036
2001
200
221
217
218
214
210 202
1916
1900 HICKORY ST.ONLY
R3-5r
ENGINEERING SERVICES
STRIPING PLAN
STA TO STA11+00.00 35+96.00
NORTH TEXAS BLVD2020 STREET BUNDLE - SECTOR II
NORTH TEXAS BLVD.W. HIGHLAND ST.
601
601
801
712
801
STA TO STA
ENGINEERING SERVICES
NORTH TEXAS BLVD
12" WATERLINE REPLACEMENT
00+00 10+03.04LINE "A"
SYMBOL LEGEND
2020 STREET BUNDLE - SECTOR II
NORTH TEXAS BLVD.W. HIGHLAND ST.W. PRAIRIE ST.CHESTNUT ST.320
1916
1921
408
2101
2000
502
HICKORY ST.STELLA ST.SYCAMORE ST.106-114
2001
200
221
217
218
214
210 202
1916
1900
ENGINEERING SERVICES
NORTH TEXAS BLVD
8" WATERLINE REPLACEMENT
SYMBOL LEGEND
STA TO STA00+00 19+70.40LINE "B"
2020 STREET BUNDLE - SECTOR II
OAK ST.HICKORY ST.NORTH TEXAS BLVD.
2041
2101
2036
2037
ENGINEERING SERVICES
NORTH TEXAS BLVD
8" WATERLINE REPLACEMENT
STA TO STA00+00 3+38.07LINE "C"
SYMBOL LEGEND
2020 STREET BUNDLE - SECTOR II
2415BONNIE BRAE ST.STELLA ST.STELLA ST.AVE. 'H'2525
2521
2519
2507
2505
202
2431
2429
2411 2407
2413
24162418
2413
120
117121
115
113
AVE. G2311
119
2225 2221
2525
2521
2519
2507
2505
202
2431
2429
2411 2407
2413
24162418
2413
120
117121
115
113
2311
119BONNIE BRAE ST.STELLA ST.STELLA ST.AVE. 'H'AVE. G101
SYMBOL LEGEND
STELLA STREET
8" WATERLINE REPLACEMENT "A"
00+00 10+32.29STA TO STA
ENGINEERING SERVICES
2020 STREET BUNDLE - SECTOR II
NORTH TEXAS BLVD.STELLA ST.AVE. F2121
2105
202
210
200
21102114
2118
21202122
2202-2206-22
106-114
2225 2221
2217
2217
2311
2201-2209
2416
2311 AVE. GENGINEERING SERVICES
SYMBOL LEGEND
STELLA STREET
8" WATERLINE REPLACEMENT "A"
00+00 09+06.51STA TO STA
2020 STREET BUNDLE - SECTOR II
WELCH ST.CHESTNUT ST.
CHESTNUT ST.BERNARD ST.912
333
332
326
425
424
918924
925927
10031005
1011
403
350
1011
1000-02
912
332
326
425
424
919
918924
915
925927
10031005
1011
1007
350
1011 1011
CHESTNUT ST.
CHESTNUT ST.
CHESTNUT STREET
8" WATERLINE REPLACEMENT
00+00 09+34.78STA TO STA
ENGINEERING SERVICES
SYMBOL LEGEND
2020 STREET BUNDLE - SECTOR II
FANNIN ST.WELCH ST.COLLINS ST.WELCH ST.
NEFF ST.FANNIN ST.1017
1023
1003
1000 930
1015
10191023
1027
10021018
1103
1007
1104
STA TO STA
ENGINEERING SERVICES
S. WELCH
8" WATERLINE REPLACEMENT
0+00.00 5+25.29
SYMBOL LEGEND
2020 STREET BUNDLE - SECTOR II
BONNIE BRAE ST.STELLA ST.STELLA ST.AVE. 'H'200
200
2525
2521
2519
2507
2505
202
2431
2429
241124072311
2225
2221
2217
2413
2416 2418
2413
120
117 119
121
115
113
101AVE. G2415
101
ENGINEERING SERVICES
STELLA STREET
8" SEWER REPLACEMENT
00+00 10+14.00STA TO STA
2020 STREET BUNDLE - SECTOR II
Bypass < 100 gpm
241522172505202243124292413120AVE. 'H'
ENGINEERING SERVICES
STELLA STREET
8" SEWER REPLACEMENT
00+00 0+39.63STA TO STA
2020 STREET BUNDLE - SECTOR II
Bypass < 50 gpm
WELCH ST.CHESTNUT ST.
924
925927
10031005
1011
403
350
1011
1000-02
924
925927
10031005
1011
1007
350
1011 1011
CHESTNUT ST.
CHESTNUT STREET
SAN SEWER LINE "A"
00+00 04+49.17STA TO STA
ENGINEERING SERVICES
SYMBOL LEGEND
2020 STREET BUNDLE - SECTOR II
Bypass < 50 gpm
CHESTNUT ST.BERNARD ST.912
333
332
326
425
424
918924
925927
1003
1000-02
912
332
326
425
424
919
918924
915
925927
1003
CHESTNUT ST.
CHESTNUT STREET
SAN SEWER LINE "B"
ENGINEERING SERVICES STA TO STA00+00 04+24.31
2020 STREET BUNDLE - SECTOR II
Bypass < 50 gpm
SYMBOL LEGEND
”
ENGINEERING SERVICES
CERTIFICATION:
THIS CITY OF DENTON STANDARD
DETAIL SHEET IS AUTHORIZED FOR
USE IN THIS PROJECT BY THE
ENGINEER WHOSE SEAL APPEARS
HEREON, AND WHO CERTIFIES THE
CONTENT OF THE DETAILS AND NOTES
HEREIN HAVE NOT BEEN ALTERED
AND ASSUMES RESPONSIBILITY FOR
APPROPRIATE USE OF THE
STANDARDS WITHIN THIS SHEET.
STANDARD DETAILS
WATER DETAILS
ENGINEERING SERVICESCERTIFICATION:THIS CITY OF DENTON STANDARDDETAIL SHEET IS AUTHORIZED FORUSE IN THIS PROJECT BY THEENGINEER WHOSE SEAL APPEARSHEREON, AND WHO CERTIFIES THECONTENT OF THE DETAILS AND NOTESHEREIN HAVE NOT BEEN ALTEREDAND ASSUMES RESPONSIBILITY FORAPPROPRIATE USE OF THESTANDARDS WITHIN THIS SHEET.STANDARD DETAILSWATER DETAILS
ENGINEERING SERVICES
CERTIFICATION:
THIS CITY OF DENTON STANDARD
DETAIL SHEET IS AUTHORIZED FOR
USE IN THIS PROJECT BY THE
ENGINEER WHOSE SEAL APPEARS
HEREON, AND WHO CERTIFIES THE
CONTENT OF THE DETAILS AND NOTES
HEREIN HAVE NOT BEEN ALTERED
AND ASSUMES RESPONSIBILITY FOR
APPROPRIATE USE OF THE
STANDARDS WITHIN THIS SHEET.
STANDARD DETAILS
WATER DETAILS
SANITARY SEWERENGINEERING SERVICESCERTIFICATION:THIS CITY OF DENTON STANDARDDETAIL SHEET IS AUTHORIZED FORUSE IN THIS PROJECT BY THEENGINEER WHOSE SEAL APPEARSHEREON, AND WHO CERTIFIES THECONTENT OF THE DETAILS AND NOTESHEREIN HAVE NOT BEEN ALTEREDAND ASSUMES RESPONSIBILITY FORAPPROPRIATE USE OF THESTANDARDS WITHIN THIS SHEET.STANDARD DETAILSWASTEWATER DETAILS
S E W E RENGINEERING SERVICESCERTIFICATION:THIS CITY OF DENTON STANDARDDETAIL SHEET IS AUTHORIZED FORUSE IN THIS PROJECT BY THEENGINEER WHOSE SEAL APPEARSHEREON, AND WHO CERTIFIES THECONTENT OF THE DETAILS AND NOTESHEREIN HAVE NOT BEEN ALTEREDAND ASSUMES RESPONSIBILITY FORAPPROPRIATE USE OF THESTANDARDS WITHIN THIS SHEET.STANDARD DETAILSWASTEWATER DETAILS
10'
MINIMUM
10'
MINIMUM
TOP OF BANK
MATCH EXIST.
CHANNEL SECTION
CHANNEL BED
(WIDTH IS SITE SPECIFIC)
CASING PIPE (S702)
1'-0"
MIN.
1'-0"
MIN.
NOTES:
1. CROSSING RAMPS (10' WIDE) SHALL BE PROVIDED ON BOTH SIDES OF THE CHANNEL FOR A MOVING TRACTOR TO NAVIGATE.
2. A STORM WATER EROSION CONTROL AND POLLUTION PREVENTION PLAN MUST BE DESIGNED AND IMPLEMENTED TO MITIGATE THE IMPACT
OF CONSTRUCTION ACTIVITIES ON THE FEATURE BEING CROSSED.
3. PIPE SHOULD BE FULLY RESTRAINED AND PRESSURE RATED AS DETERMINED BY THE ENGINEER.
4. ACCESS TO THE BANKS ON EITHER SIDE OF THE CROSSING MUST BE AVAILABLE AS WELL AS ADEQUATE ROOM FOR ASSEMBLY AND
EQUIPMENT. BANK GRADE AND STABILITY MUST BE ADEQUATE. A GEOTECHNICAL ENGINEER SHOULD BE CONSULTED TO ASSIST WITH BANK
ANALYSIS AND STREAM BED ANALYSIS TO PROVIDE ADDITIONAL DATA AND RECOMMENDATIONS ON THE VIABILITY OF OPEN-CUT VS
TRENCHLESS CROSSINGS.
5. PIPE USED FOR LOW WATER CROSSINGS SHALL BE RESTRAINED FOR A MINIMUM OF 20 FT BEYOND TOP OF BANK ON EACH SIDE OF CREEK.
6. CASING PIPE IS REQUIRED WHEN DEPTH OF COVER IS LESS THAN 3 FT.
7. PLACE STONE RIP-RAP A MINIMUM OF 5 FT UPSTREAM & 5 FT DOWNSTREAM FROM CENTERLINE OF PIPE ALONG LOW WATER CROSSING BED.
8. STONES SHALL WEIGH BETWEEN 50 LBS & 150 LBS EACH, AND AT LEAST 60% SHALL WEIGH MORE THAN 100 LBS.
9. REFER TO STEEL CASING DETAIL FOR ADDITIONAL PIPE INFORMATION.
1'-0" MINIMUM
(SEE NOTE 8)
CLASS "B" CONCRETE
NATIVE MATERIAL NATIVE MATERIAL
12" MINIMUM TYPE "A"
DRY RIP-RAP(SEE NOTE 10)
RESTRAINED JOINT (TYP.)
CASING PIPE
O.D.1'-0"MIN.1'-0"
MIN.
1'-0"
MIN.
5'
MINIMUM
5'
MINIMUM
STEEL CASING PIPE
CARRIER PIPE
CASING SPACER
CLASS "B"
CONCRETE
APRON OPTION
CLASS "B" CONCRETE
18" TYPE "A"
DRY RIP-RAP
APRON OPTION
(SEE S701 NOTE 10)18"TYP.#4 BARS @ 18" O.C.
EACH WAY
CHANNEL BED
MATCH
EXIST.
GRADE
NATIVE
UNDISTURBED
MATERIAL
NATIVE
UNDISTURBED
MATERIAL 3:1 SLOPE
MATCH
EXIST.
GRADE
ENGINEERING SERVICES
CERTIFICATION:
THIS CITY OF DENTON STANDARD
DETAIL SHEET IS AUTHORIZED FOR
USE IN THIS PROJECT BY THE
ENGINEER WHOSE SEAL APPEARS
HEREON, AND WHO CERTIFIES THE
CONTENT OF THE DETAILS AND NOTES
HEREIN HAVE NOT BEEN ALTERED
AND ASSUMES RESPONSIBILITY FOR
APPROPRIATE USE OF THE
STANDARDS WITHIN THIS SHEET.
STANDARD DETAILS
WASTEWATER DETAILS
ENGINEERING SERVICES
CERTIFICATION:
THIS CITY OF DENTON STANDARD
DETAIL SHEET IS AUTHORIZED FOR USE
IN THIS PROJECT BY THE ENGINEER
WHOSE SEAL APPEARS HEREON, AND
WHO CERTIFIES THE CONTENT OF THE
DETAILS AND NOTES HEREIN HAVE NOT
BEEN ALTERED AND ASSUMES
RESPONSIBILITY FOR APPROPRIATE USE
OF THE STANDARDS WITHIN THIS SHEET.
STANDARD DETAILS
WATER/WASTEWATER SHARED DETAILS
ENGINEERING SERVICES
CERTIFICATION:
THIS CITY OF DENTON STANDARD
DETAIL SHEET IS AUTHORIZED FOR USE
IN THIS PROJECT BY THE ENGINEER
WHOSE SEAL APPEARS HEREON, AND
WHO CERTIFIES THE CONTENT OF THE
DETAILS AND NOTES HEREIN HAVE NOT
BEEN ALTERED AND ASSUMES
RESPONSIBILITY FOR APPROPRIATE USE
OF THE STANDARDS WITHIN THIS SHEET.
STANDARD DETAILS
WATER/WASTEWATER SHARED DETAILS
AAA-AENGINEERING SERVICESCERTIFICATION:THIS CITY OF DENTON STANDARDDETAIL SHEET IS AUTHORIZED FORUSE IN THIS PROJECT BY THEENGINEER WHOSE SEAL APPEARSHEREON, AND WHO CERTIFIES THECONTENT OF THE DETAILS AND NOTESHEREIN HAVE NOT BEEN ALTEREDAND ASSUMES RESPONSIBILITY FORAPPROPRIATE USE OF THESTANDARDS WITHIN THIS SHEET.STANDARD DETAILSSTORM DRAINAGE DETAILS
ENGINEERING SERVICES
CERTIFICATION:
THIS CITY OF DENTON STANDARD
DETAIL SHEET IS AUTHORIZED FOR
USE IN THIS PROJECT BY THE
ENGINEER WHOSE SEAL APPEARS
HEREON, AND WHO CERTIFIES THE
CONTENT OF THE DETAILS AND NOTES
HEREIN HAVE NOT BEEN ALTERED
AND ASSUMES RESPONSIBILITY FOR
APPROPRIATE USE OF THE
STANDARDS WITHIN THIS SHEET.
STANDARD DETAILS
STORM DRAINAGE DETAILS
ENGINEERING SERVICES
CERTIFICATION:
THIS CITY OF DENTON STANDARD
DETAIL SHEET IS AUTHORIZED FOR
USE IN THIS PROJECT BY THE
ENGINEER WHOSE SEAL APPEARS
HEREON, AND WHO CERTIFIES THE
CONTENT OF THE DETAILS AND NOTES
HEREIN HAVE NOT BEEN ALTERED
AND ASSUMES RESPONSIBILITY FOR
APPROPRIATE USE OF THE
STANDARDS WITHIN THIS SHEET.
STANDARD DETAILS
STORM DRAINAGE DETAILS
ENGINEERING SERVICES
CERTIFICATION:
THIS CITY OF DENTON STANDARD
DETAIL SHEET IS AUTHORIZED FOR
USE IN THIS PROJECT BY THE
ENGINEER WHOSE SEAL APPEARS
HEREON, AND WHO CERTIFIES THE
CONTENT OF THE DETAILS AND NOTES
HEREIN HAVE NOT BEEN ALTERED
AND ASSUMES RESPONSIBILITY FOR
APPROPRIATE USE OF THE
STANDARDS WITHIN THIS SHEET.
STANDARD DETAILS
STORM DRAINAGE DETAILS
ENGINEERING SERVICES
CURB & GUTTER/JOINT/INTERSECTION/HEADER DETAILS
STANDARD DETAILS CERTIFICATION:
THIS CITY OF DENTON STANDARD
DETAIL SHEET IS AUTHORIZED FOR
USE IN THIS PROJECT BY THE
ENGINEER WHOSE SEAL APPEARS
HEREON, AND WHO CERTIFIES THE
CONTENT OF THE DETAILS AND NOTES
HEREIN HAVE NOT BEEN ALTERED
AND ASSUMES RESPONSIBILITY FOR
APPROPRIATE USE OF THE
STANDARDS WITHIN THIS SHEET.
II II IIII IIIIII IIII II IIII II II II (II (II II IIII IIII ENGINEERING SERVICESCERTIFICATION:THIS CITY OF DENTON STANDARDDETAIL SHEET IS AUTHORIZED FORUSE IN THIS PROJECT BY THEENGINEER WHOSE SEAL APPEARSHEREON, AND WHO CERTIFIES THECONTENT OF THE DETAILS AND NOTESHEREIN HAVE NOT BEEN ALTEREDAND ASSUMES RESPONSIBILITY FORAPPROPRIATE USE OF THESTANDARDS WITHIN THIS SHEET.STANDARD DETAILSASPHALT PAVING CROSS SECTION DETAILS
ENGINEERING SERVICESCERTIFICATION:THIS CITY OF DENTON STANDARDDETAIL SHEET IS AUTHORIZED FORUSE IN THIS PROJECT BY THEENGINEER WHOSE SEAL APPEARSHEREON, AND WHO CERTIFIES THECONTENT OF THE DETAILS AND NOTESHEREIN HAVE NOT BEEN ALTEREDAND ASSUMES RESPONSIBILITY FORAPPROPRIATE USE OF THESTANDARDS WITHIN THIS SHEET.STANDARD DETAILSCURB & GUTTER AND JOINT DETAILS
ENGINEERING SERVICESCERTIFICATION:THIS CITY OF DENTON STANDARDDETAIL SHEET IS AUTHORIZED FORUSE IN THIS PROJECT BY THEENGINEER WHOSE SEAL APPEARSHEREON, AND WHO CERTIFIES THECONTENT OF THE DETAILS AND NOTESHEREIN HAVE NOT BEEN ALTEREDAND ASSUMES RESPONSIBILITY FORAPPROPRIATE USE OF THESTANDARDS WITHIN THIS SHEET.STANDARD DETAILSINTERSECTION/HEADER/DEAD END BARRICADE DETAILS
ENGINEERING SERVICESCERTIFICATION:THIS CITY OF DENTON STANDARDDETAIL SHEET IS AUTHORIZED FORUSE IN THIS PROJECT BY THEENGINEER WHOSE SEAL APPEARSHEREON, AND WHO CERTIFIES THECONTENT OF THE DETAILS AND NOTESHEREIN HAVE NOT BEEN ALTEREDAND ASSUMES RESPONSIBILITY FORAPPROPRIATE USE OF THESTANDARDS WITHIN THIS SHEET.STANDARD DETAILSDRIVE APPROACH DETAILS
II I
V I
V
I I
I
A
A
ENGINEERING SERVICES
A-A
CERTIFICATION:
THIS CITY OF DENTON STANDARD
DETAIL SHEET IS AUTHORIZED FOR
USE IN THIS PROJECT BY THE
ENGINEER WHOSE SEAL APPEARS
HEREON, AND WHO CERTIFIES THE
CONTENT OF THE DETAILS AND NOTES
HEREIN HAVE NOT BEEN ALTERED
AND ASSUMES RESPONSIBILITY FOR
APPROPRIATE USE OF THE
STANDARDS WITHIN THIS SHEET.
STANDARD DETAILS
MEDIAN DETAILS
CERTIFICATION:THIS CITY OF DENTON STANDARDDETAIL SHEET IS AUTHORIZED FORUSE IN THIS PROJECT BY THEENGINEER WHOSE SEAL APPEARSHEREON, AND WHO CERTIFIES THECONTENT OF THE DETAILS AND NOTESHEREIN HAVE NOT BEEN ALTEREDAND ASSUMES RESPONSIBILITY FORAPPROPRIATE USE OF THESTANDARDS WITHIN THIS SHEET.STANDARD DETAILSSIDEWALK DETAILS
DIVISION 1000 EROSION & SEDIMENT CONTROL
TABLE OF CONTENTS
Drawing #Subject Section I: Item #
1010 RESERVED N/A
1020A Silt Fence 201.5. pages 201-1 to 201-11
1020B Silt Fence 201.5. pages 201-1 to 201-11
General Notes
1030A Interceptor Swale 201.6. pages 201-1 to 201-11
1030B Interceptor Swale 201.6. pages 201-1 to 201-11
1040A Diversion Dike 201.7. pages 201-1 to 201-11
1040B Diversion Dike 201.7. pages 201-1 to 201-11
1050A Triangular Sediment Filter Dike 201.8. pages 201-1 to 201-11
1050B Triangular Sediment Filter Dike 201.8. pages 201-1 to 201-11
1060A Rock Check Dam 201.9. pages 201-1 to 201-11
1060B Rock Check Dam 201.9. pages 201-1 to 201-11
1070A Stabilized Construction Entrance 201.11. pages 201-1 to 201-11
1070B Stabilized Construction Entrance 201.11. pages 201-1 to 201-11
1080A Sand Bag Check Dam 201.10. pages 201-1 to 201-11
1080B Sand Bag Check Dam 201.10. pages 201-1 to 201-11
1090 Stone Outlet 201.12. pages 201-1 to 201-11
Sediment Trap
1100 Pipe Outlet N/A
Sediment Basin
1110 Pipe Slope Drain 201.13. pages 201-1 to 201-11
1120 Inlet Protection 201.14. pages 201-1 to 201-11
Filter Barrier
1130 Inlet Protection-Drop 201.14. pages 201-1 to 201-11
Block and Gravel
1140 Inlet Protection-Curb 201.14. pages 201-1 to 201-11
Block and Gravel
1150 Inlet Protection 201.14. pages 201-1 to 201-11
Excavated Impoundment
1060A Erosion Control Blankets 201.15. pages 201-1 to 201-11
1060B Erosion Control Blankets 201.15. pages 201-1 to 201-11
ENGINEERING SERVICES
CERTIFICATION:
THIS CITY OF DENTON STANDARD
DETAIL SHEET IS AUTHORIZED FOR
USE IN THIS PROJECT BY THE
ENGINEER WHOSE SEAL APPEARS
HEREON, AND WHO CERTIFIES THE
CONTENT OF THE DETAILS AND NOTES
HEREIN HAVE NOT BEEN ALTERED
AND ASSUMES RESPONSIBILITY FOR
APPROPRIATE USE OF THE
STANDARDS WITHIN THIS SHEET.
STANDARD DETAILS
EROSION & SEDIMENTATION CONTROL DETAILS