S01 Attachment 2 Drawings.pdf
PDF 8 MB Posted
- Attached to
- EWP - Jasper County - Jasper County, Texas Federal contract opportunity
- Solicitation number
- 12FPC321B0014
About this file
This is a solicitation notice for an erosion control construction project in Jasper County, Texas. The USDA Natural Resource Conservation Service is seeking bids to install erosion control measures across multiple county road crossings and drainage ways damaged by Hurricane Laura in 2020. Work will include constructing timber headwalls, placing rock riprap and sand-cement bags along roads, and placing rock armor along streams and ditches. The total small business set-aside contract will be fixed-price with a 190-day performance period. Bids are due by 2PM Central Time on July 13, 2021 and the contract is expected to be awarded by July 27, 2021. Interested contractors must be registered in SAM and complete annual representations and certifications to be eligible. Bids must include a 20% bid guarantee submitted on SF-24 forms, and awarded bids will require performance and payment bonds within 5 days of award.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| S01 12FPC321B0014 Amendment 0002.pdf | ||
| S01 12FPC321B0014 Amendment 0001.pdf | ||
| S01 12FPC321B0014 Solicitation Packet.pdf | ||
| S01 Attachment 1 Specifications.pdf | ||
| S01 Attachment 3 Wage Determination.pdf | ||
| SF24 Bid Bond.pdf |
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DRAWING NO.
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FN: LAMAR COVER
AutoCAD SHX Text U.S. Department of Agriculture
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CONSTRUCTION DRAWINGS APPROVED
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STATE CONSERVATION ENGINEER, NRCS, TEMPLE, TX
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ENGINEERING JOB CLASS V
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TX-ENG-0690
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VICINITY MAP
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EMERGENCY WATERSHED PROTECTION (EWP) SITES
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ARE LOCATED IN JASPER COUNTY, TEXAS
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INDEX OF DRAWINGS
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JASPER COUNTY EMERGENCY WATERSHED PROTECTION PRECINCTS 1, 2, 3, AND 4
AutoCAD SHX Text JASPER COUNTY, TEXAS SPONSORED BY JASPER COUNTY COMMISSIONERS COURT COOPERATING WITH NATURAL RESOURCES CONSERVATION SERVICE OF THE U.S. DEPARTMENT OF AGRICULTURE
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AutoCAD SHX Text Drawing No.
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Birdwell
Lake
B e
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C
CR 4195
Brushy
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R
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Walker
Lake h v
Coastal
Lake D
Javalina
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Island
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N a t u r a l
R e s o u r c e s
C o n s e r v a t i o n
S e r v i c e
U n i t e d
S t a t e s
D e p a r t m e n t o f
A g r i c u l t u r e
AutoCAD SHX Text
JA3-02
AutoCAD SHX Text
JA3-03
AutoCAD SHX Text
JA3-04
AutoCAD SHX Text
JA3-05
AutoCAD SHX Text Designed
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AutoCAD SHX Text Jasper County, Texas
AutoCAD SHX Text Scale in Miles
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AutoCAD SHX Text
AutoCAD SHX Text
JASPER COUNTY EWP
AutoCAD SHX Text
PRECINCT 3 VICINITY MAP
AutoCAD SHX Text Jasper, Texas
AutoCAD SHX Text Drawing No.
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AutoCAD SHX Text File No.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text R. Nelson
AutoCAD SHX Text H. Prince
AutoCAD SHX Text B. Wenberg
AutoCAD SHX Text
TX-ENG-0690
AutoCAD SHX Text
RN, HP
AutoCAD SHX Text 4/9/2021
AutoCAD SHX Text 4/9/2021
AutoCAD SHX Text 4/13/2021
AutoCAD SHX Text 4/23/2021
681R
CR 4890
Tater
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Lake anks B ra
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Fountain
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CR 382
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CR 835
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CR 208
CR 844
CR 84
CR 143
CR 911CR 106
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CR 804
CR 802
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Round
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Old
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CR 983
Lumberton
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CR 0145
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CR 1026
CR 1
CR 1
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Interstates and US Highways County Boundaries
JASPER
Long
Lake
CR 684
CR 679
R
ORANGE
R
CR 670
CR 746
DANA
Shinny
Lake
Big Mac
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Little
Mac Lake
C
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VU
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Laurel
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C R
Patterson
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Massey
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E
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96F
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Cockerham
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Rich
Marsh
Big
Eddy
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VU
N
Silsbee
BNSF
Robinson
Marsh
Mud Lake
Neyland
Lake
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CR 0083
e
CR 165
C
CR 104
Gore
Lake
Big Pine
Hammock
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Almond
Hole k
Buck
Lake
Peach Tree
Point Lake
Boat
Lake
Pool Stave
Camp Lake
Side
Lake
G
C R u
Bear
Mans
Lake
Johns
Lake
1R C
Fish
Lake
CR 1245
nc h
CR 639
Bum py Baygall
Jack Gore
Baygall
Franklin
Lake
Black
Creek
Lake
Wheeler
Cutoff Lake
Big
Marsh
Buc n r
Ard Lake
CR 1747
Sally
Withers
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CR 607
CR 907
CR 1738
Clear
Lake
CR 608
Jackson
Lake
CR 603
r o o
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CR 894
BUNA
EVADALE
N a t u r a l
R e s o u r c e s
C o n s e r v a t i o n
S e r v i c e
U n i t e d
S t a t e s
D e p a r t m e n t o f
A g r i c u l t u r e
AutoCAD SHX Text
JA4-01
AutoCAD SHX Text
JA4-02
AutoCAD SHX Text
JA4-03
AutoCAD SHX Text
JA4-04
AutoCAD SHX Text
JA4-05
AutoCAD SHX Text
JA4-06
AutoCAD SHX Text Designed
AutoCAD SHX Text Date
AutoCAD SHX Text Checked
AutoCAD SHX Text Approved
AutoCAD SHX Text Drawn
AutoCAD SHX Text Jasper County, Texas
AutoCAD SHX Text Scale in Miles
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
JASPER COUNTY EWP
AutoCAD SHX Text
PRECINCT 4 VICINITY MAP
AutoCAD SHX Text Jasper, Texas
AutoCAD SHX Text Drawing No.
AutoCAD SHX Text Sheet of
AutoCAD SHX Text File No.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text R. Nelson
AutoCAD SHX Text H. Prince
AutoCAD SHX Text B. Wenberg
AutoCAD SHX Text
TX-ENG-0690
AutoCAD SHX Text
RN, HP
AutoCAD SHX Text 4/9/2021
AutoCAD SHX Text 4/9/2021
AutoCAD SHX Text 4/13/2021
AutoCAD SHX Text 4/23/2021 t u r a l
R e s o u r c e s
C o n s e r v a t i o n
S e r v i c e
U n i t e d
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A g r i c u l t u r e
AutoCAD SHX Text Designed
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AutoCAD SHX Text Jasper EWP Standard Notes.dwg
AutoCAD SHX Text File No.
AutoCAD SHX Text Jasper County, Texas
AutoCAD SHX Text
STANDARD NOTES: TIMBER HEADWALL, BAGWALL, AND RIPRAP
AutoCAD SHX Text Jasper, Texas
AutoCAD SHX Text
RN, HP
AutoCAD SHX Text R. Nelson
AutoCAD SHX Text R. Nelson
AutoCAD SHX Text R. Wenberg
AutoCAD SHX Text 3/1/2021
AutoCAD SHX Text 4/12/2021
AutoCAD SHX Text Sheet of
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text GENERAL NOTES: LOCATION OF IMPROVEMENTS WILL BE AS APPROVED IN THE FIELD BY NRCS. CAMPSITE LOCATION IS WITHIN COUNTY EASEMENTS UNLESS OTHERWISE NOTED ON DRAWING. WORK LIMITS OF THE ROCK PLACEMENT SHALL BE NO GREATER THAN 10' OUTSIDE OF ROCK PLACEMENT AREAS. ANY FENCING THAT IS REMOVED AS PART OF INSTALLATION OF WORKS SHALL BE REPLACED IN SAME LOCATION AND TO PREVIOUS CONDITIONS. ANY FENCING REINSTALLED WITHIN THE FOOTPRINT OF RIP RAP SHALL BE CONSTRUCTED USING 8' LONG 3" DIAMETER SCH 40 METAL POSTS CONCRETED 2' INTO THE NATURAL GROUND BENEATH THE ROCK. THE CONTRACTOR SHALL BE LIABLE FOR DAMAGES TO IMPROVEMENTS AND UTILITIES ALONG THE ACCESS ROUTE AND AT OR NEAR THE WORK SITE. UTILITIES MAY EXIST AND NOT BE SHOWN ON THE CONSTRUCTION DRAWINGS. ANY UTILITIES AS DRAWN ARE APPROXIMATE - THE CONTRACTOR SHALL CALL 811 FOR LOCATION OF UNDERGROUND UTILITIES. THE CONTRACTOR SHALL PROTECT THE EXISTING ROAD SURFACE OUTSIDE OF THE EXCAVATION AREA. CONTRACTOR SHALL STOCKPILE AND REAPPLY ROAD SURFACE MATERIAL ONCE CONSTRUCTION IS COMPLETE WITHIN EXCAVATION AREA. NO REPAVING IS REQUIRED. GEOTEXTILE SHALL BE PLACED BENEATH ROCK RIP RAP AND BEHIND TIMBER HEADWALLS, AND BEHIND BAGWALLS. GEOTEXTILE SHALL BE CLASS I, 8 OZ., NON-WOVEN, SEE CONSTRUCTION SPECIFICATION 95. TIMBER HEADWALL NOTES: PILINGS SHALL BE PLACED ON EITHER SIDE OF THE CULVERTS AND SPACED A MAXIMUM OF 3.33 FEET THERE AFTER. FALSE PILINGS SHALL BE INSTALLED ABOVE CULVERTS AS SHOWN ON THE DETAIL SHEET. REFER TO LAST PAGE OF DRAWING SET "TIMBER HEADWALL DETAILS" FOR SPECIFIC NOTES REGARDING TIMBER HEADWALLS. ROCK RIP RAP NOTES: ROCK SHALL BE PLACED TO THE DIMENSIONS AND SLOPES AS DESCRIBED ON THE DRAWINGS. ROCK GRADATIONS ARE ON EACH PAGE. ROCK QUALITY SPECIFICATIONS ARE DESCRIBED IN MATERIAL SPECIFICATION 523, ROCK FOR RIP RAP. GEOTEXTILE SHALL BE PLACED BENEATH ROCK RIP RAP. GEOTEXTILE SHALL BE CLASS I, 8 OZ., NON-WOVEN, SEE CONSTRUCTION SPECIFICATION 95. CEMENT BAGWALL NOTES: THE SAND-CEMENT BAGS SHALL BE UNIFORM IN SIZE AND DIMENSIONS. THE BAGS SHALL BE STACKED AND PLACED BY APPROVED MEANS, TO THE LINES AND GRADES AS INDICATED ON THE DRAWINGS AND THE CONSTRUCTION SPECIFICATIONS. THE JOINTS BETWEEN ROWS OF BAGS SHALL BE STAGGERED. SEE CONSTRUCTION SPECIFICATION 432. THE CEMENT BAG WALL TOP SHALL BE INSTALLED AT THE TOP ELEVATION SHOWN. THE BOTTOM SHALL BE THE ELEVATION INDICATED ON THIS SHEET, BUT MAY TAPER UP AS APPROVED BY THE NRCS ENGINEER. IF SOLID ROCK IS ENCOUNTERED, A ROW OF CEMENT BAGS SHALL BE PLACED DIRECTLY IN FRONT OF THE BOTTOM ROW OF BAGS, PERPENDICULAR TO THE ROAD. THIS ROW SHALL BE IN FIRM CONTACT WITH ADJACENT BAGS. DOWELS SHALL BE #3 REBAR 10" IN LENGTH. TWO (2) DOWELS SHALL BE PLACED IN EACH CEMENT BAG AND EXTEND THROUGH BAGS BELOW. DOWELS IN TOE SHALL BE #4 REBAR AND EXTEND 8" INTO ROCK OR 12" INTO UNDISTURBED EARTH. THE TOP OUTERMOST BAG SHALL HAVE FOUR #3 REBAR DOWELS EXTENDING THROUGH THE BAG BELOW. GEOTEXTILE SHALL BE PLACED BEHIND THE BAG WALL. GEOTEXTILE SHALL BE CLASS I, 8 OZ., NON-WOVEN, SEE CONSTRUCTION SPEC 94. IF THE EXISTING SOIL BENEATH THE CEMENT BAG RIPRAP WALL IS FOUND TO BE UNSUITABLE, THE UNSUITABLE SOIL SHALL BE EXCAVATED TO A DEPTH OF 3' BELOW THE BOTTOM OF THE WALL ELEVATION AND ROAD BASE ROCK SHALL BE COMPACTED ALONG THE LENGTH OF THE WALL WHERE UNSUITABLE MATERIAL WAS FOUND. IF REQUIRED, THE WIDTH OF THE SUBGRADE EXCAVATION SHALL BE 3'.
AutoCAD SHX Text 4/13/2021
AutoCAD SHX Text 4/23/2021 t u r a l
R e s o u r c e s
C o n s e r v a t i o n
S e r v i c e
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D e p a r t m e n t o f
A g r i c u l t u r e
AutoCAD SHX Text Designed
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AutoCAD SHX Text Scale in Feet
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text JA 1-01.dwg
AutoCAD SHX Text File No.
AutoCAD SHX Text
PLAN MAP
AutoCAD SHX Text Jasper County, Texas
AutoCAD SHX Text
EWP SITE JA1-01
AutoCAD SHX Text
PLAN AND SECTION
AutoCAD SHX Text Jasper, Texas
AutoCAD SHX Text
RN, HP
AutoCAD SHX Text R. Nelson
AutoCAD SHX Text H. Prince
AutoCAD SHX Text R. Wenberg
AutoCAD SHX Text 3/1/2021
AutoCAD SHX Text 3/9/2021
AutoCAD SHX Text
COUNTY ROAD 32
AutoCAD SHX Text Sheet of
AutoCAD SHX Text
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AutoCAD SHX Text
NATURAL GROUND
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
DETAIL - TOP 3 COURSES
AutoCAD SHX Text
NOT TO SCALE
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DETAIL - BOTTOM 3 COURSES
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%%UTYPICAL BAG WALL SECTION
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NOT TO SCALE
AutoCAD SHX Text
EL. 100.0
AutoCAD SHX Text
EL. 93.0
AutoCAD SHX Text
EL. 96.2
AutoCAD SHX Text
TOP OF BACKFILL
AutoCAD SHX Text
US
AutoCAD SHX Text 0.5
AutoCAD SHX Text 1.0
AutoCAD SHX Text 1:1
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INV. EL. 93.2
AutoCAD SHX Text
NATURAL GROUND
AutoCAD SHX Text
EL. 94.0
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GEOTEXTILE
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EL. 100.0
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EL. 92.0
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EL. 96.1
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DS
AutoCAD SHX Text 0.5
AutoCAD SHX Text 1.0
AutoCAD SHX Text 1:1
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INV. EL. 93.1
AutoCAD SHX Text
NATURAL GROUND
AutoCAD SHX Text
EL. 92.9
AutoCAD SHX Text
WATERLINE EL. 94.0
AutoCAD SHX Text
WATERLINE EL. 94.9
AutoCAD SHX Text THREE CONCRETE CULVERTS TO BE REPLACED WITH THREE 36" DIAMETER HDPE CULVERTS EVENLY SPACED
AutoCAD SHX Text
DOWNSTREAM
AutoCAD SHX Text
24' X 8' (LXH) BAG WALL TO BE CONSTRUCTED
AutoCAD SHX Text NOTE: CULVERT REPLACEMENTS TO BE DELIVERED BY COUNTY AND INSTALLED AT ELEVATIONS IN TYPICAL SECTION BY THE CONTRACTOR. ALIGN NEW CULVERTS WITH CHANNEL AS APPROVED BY THE ENGINEER.
AutoCAD SHX Text
UPSTREAM EDGE OF ROAD
AutoCAD SHX Text
DOWNSTREAM EDGE OF ROAD
AutoCAD SHX Text
BACKFILL
AutoCAD SHX Text
27' X 7' (LXH) BAG WALL TO BE CONSTRUCTED
AutoCAD SHX Text
GEOTEXTILE
AutoCAD SHX Text
2-#4 REBAR PER BAG (BOTTOM BAG)
AutoCAD SHX Text
2-#3 X 10" REBAR PER BAG
AutoCAD SHX Text
4-#3 X 10" REBAR PER BAG
AutoCAD SHX Text
2-#3 X 10" REBAR PER BAG
AutoCAD SHX Text 4/13/2021
AutoCAD SHX Text 4/23/2021 t u r a l
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AutoCAD SHX Text
UPSTREAM ROAD EDGE
AutoCAD SHX Text
DOWNSTREAM ROAD EDGE
AutoCAD SHX Text
OVERHEAD LINE
AutoCAD SHX Text
DOWNSTREAM
AutoCAD SHX Text EXISTING 32'X24" DIA. CULVERT TO BE REPLACED WITH 36" HDPE CULVERT DURING CONSTRUCTION
AutoCAD SHX Text
19' X 7.5' (LXH) BAG WALL TO BE CONSTRUCTED
AutoCAD SHX Text
25' X 8' (LXH) BAG WALL TO BE CONSTRUCTED
AutoCAD SHX Text
TPED
AutoCAD SHX Text Designed
AutoCAD SHX Text Date
AutoCAD SHX Text Checked
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AutoCAD SHX Text JA1-02.dwg
AutoCAD SHX Text File No.
AutoCAD SHX Text
PLAN MAP
AutoCAD SHX Text Jasper County, Texas
AutoCAD SHX Text
EWP SITE JA1-02
AutoCAD SHX Text
PLAN AND SECTION
AutoCAD SHX Text Jasper, Texas
AutoCAD SHX Text
RN, HP
AutoCAD SHX Text
H. PRINCE
AutoCAD SHX Text R. Nelson
AutoCAD SHX Text R. Wenberg
AutoCAD SHX Text 3/1/2021
AutoCAD SHX Text 3/10/2021
AutoCAD SHX Text
COUNTY ROAD 75
AutoCAD SHX Text Sheet of
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
%%UTYPICAL BAG WALL SECTION
AutoCAD SHX Text
NOT TO SCALE
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EL. 102.4
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EL. 94.9
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EL. 98.7
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TOP OF BACKFILL
AutoCAD SHX Text
US
AutoCAD SHX Text 0.5
AutoCAD SHX Text 1.0
AutoCAD SHX Text 1:1
AutoCAD SHX Text
INV. EL. 95.7
AutoCAD SHX Text
NATURAL GROUND
AutoCAD SHX Text
EL. 95.7
AutoCAD SHX Text
GEOTEXTILE
AutoCAD SHX Text
BACKFILL
AutoCAD SHX Text
EL. 102.4
AutoCAD SHX Text
EL. 94.4
AutoCAD SHX Text
EL. 98.5
AutoCAD SHX Text
DS
AutoCAD SHX Text 0.5
AutoCAD SHX Text 1.0
AutoCAD SHX Text 1:1
AutoCAD SHX Text
INV. EL. 95.5
AutoCAD SHX Text
NATURAL GROUND
AutoCAD SHX Text
EL. 94.9
AutoCAD SHX Text
WATERLINE EL. 96.1
AutoCAD SHX Text
WATERLINE EL. 96.5
AutoCAD SHX Text
NATURAL GROUND
AutoCAD SHX Text
GEOTEXTILE
AutoCAD SHX Text
2-#3 X 10" REBAR PER BAG
AutoCAD SHX Text
4-#3 X 10" REBAR PER BAG (TOP BAG)
AutoCAD SHX Text
2-#4 REBAR PER BAG (BOTTOM BAG)
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
DETAIL - TOP 3 COURSES
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
DETAIL - BOTTOM 3 COURSES
AutoCAD SHX Text
2-#3 X 10" REBAR PER BAG
AutoCAD SHX Text NOTE: CULVERT REPLACEMENT TO BE DELIVERED BY COUNTY AND INSTALLED BY THE CONTRACTOR AT ELEVATIONS DESCRIBED IN THE TYPICAL BAG WALL SECTION THIS SITE SHALL REMAIN OPEN TO VEHICULAR TRAFFIC. SEE CONSTRUCTION SPEC 9.
AutoCAD SHX Text 4/23/2021
AutoCAD SHX Text 4/13/2021 t u r a l
R e s o u r c e s
C o n s e r v a t i o n
S e r v i c e
U n i t e d
S t a t e s
D e p a r t m e n t o f
A g r i c u l t u r e
AutoCAD SHX Text Designed
AutoCAD SHX Text Date
AutoCAD SHX Text Checked
AutoCAD SHX Text Approved
AutoCAD SHX Text Drawn
AutoCAD SHX Text Scale in Feet
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text JA 1-03.dwg
AutoCAD SHX Text File No.
AutoCAD SHX Text
PLAN MAP
AutoCAD SHX Text Jasper County, Texas
AutoCAD SHX Text
EWP SITE JA1-03
AutoCAD SHX Text
PLAN AND SECTION
AutoCAD SHX Text Jasper, Texas
AutoCAD SHX Text
RN, HP
AutoCAD SHX Text
RN
AutoCAD SHX Text H. Prince
AutoCAD SHX Text R. Wenberg
AutoCAD SHX Text 3/1/2021
AutoCAD SHX Text 3/3/2021
AutoCAD SHX Text
COUNTY ROAD 67
AutoCAD SHX Text Sheet of
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text
RIPRAP ARMOR SECTION
AutoCAD SHX Text
TYPICAL SECTION - NOT TO SCALE
AutoCAD SHX Text REFERENCE A.S.M. D 6092 (R150) SPALLS AND ROCK DUST THAT PASS A 3" SIEVE SHALL CONSIST OF LESS THAN 5% BY WEIGHT ROCK
AutoCAD SHX Text
R150 RIPRAP ARMORING
AutoCAD SHX Text
R150 RIPRAP ARMORING
AutoCAD SHX Text
DOWNSTREAM
AutoCAD SHX Text
UPSTREAM EDGE OF ROAD
AutoCAD SHX Text
DOWNSTREAM EDGE OF ROAD
AutoCAD SHX Text EXISTING 30" x 30' HDPE IN GOOD CONDITION
AutoCAD SHX Text
ADDITIONAL 24" DIA HDPE PIPE TO BE INSTALLED
AutoCAD SHX Text
SWALE ROCK AS NEEDED FOR DITCH FLOW
AutoCAD SHX Text
EXISTING 15" DIA METAL PIPE TO BE REPLACED WITH 15" DIA HDPE
AutoCAD SHX Text NOTES: ADDITIONAL AND REPLACEMENT CULVERTS INSTALLED BY THE CONTRACTOR, FURNISHED BY THE COUNTY. CONTRACTOR SHALL DISPOSE OF REPLACED PIPES IN A LEGAL MANNER. NORTH CULVERT ADDITION TO BE INSTALLED AT SAME INVERT ELEVATION AS EXISTING NORTH CULVERT. SOUTH REPLACEMENT CULVERT TO BE INSTALLED AT SAME INVERT ELEVATION AS EXISTING SOUTH CULVERT.
AutoCAD SHX Text
EXISTING CONCRETE ROAD SURFACE
AutoCAD SHX Text
CONCRETE TO REMAIN IN PLACE
AutoCAD SHX Text
CONCRETE TO BE REMOVED AND DISPOSED
AutoCAD SHX Text
SAWCUT CONCRETE FLUSH WITH NORTH END OF ROCK
AutoCAD SHX Text
MATCH ROAD EDGE
AutoCAD SHX Text 2:1
AutoCAD SHX Text
NATURAL GROUND
AutoCAD SHX Text
GEOTEXTILE
AutoCAD SHX Text 4/13/2021
AutoCAD SHX Text 4/23/2021 t u r a l
R e s o u r c e s
C o n s e r v a t i o n
S e r v i c e
U n i t e d
S t a t e s
D e p a r t m e n t o f
A g r i c u l t u r e
AutoCAD SHX Text EXISTING 30' x 24" HDPE CULVERT TO BE REALIGNED BY CONTRACTOR DURING CONSTRUCTION
AutoCAD SHX Text EXISTING 30' x 30" HDPE CULVERT TO BE REALIGNED BY CONTRACTOR DURING CONSTRUCTION
AutoCAD SHX Text
PROPOSED 24" HDPE CULVERT TO BE INSTALLED DURING CONSTRUCTION
AutoCAD SHX Text
19' X 5' (LXH) BAG WALL TO BE CONSTRUCTED
AutoCAD SHX Text
21' X 6' (LXH) BAG WALL TO BE CONSTRUCTED
AutoCAD SHX Text
DOWNSTREAM
AutoCAD SHX Text
DOWNSTREAM EDGE OF ROAD
AutoCAD SHX Text
UPSTREAM EDGE OF ROAD
AutoCAD SHX Text
OVERHEAD LINE
AutoCAD SHX Text Designed
AutoCAD SHX Text Date
AutoCAD SHX Text Checked
AutoCAD SHX Text Approved
AutoCAD SHX Text Drawn
AutoCAD SHX Text Scale in Feet
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text JA1-04.dwg
AutoCAD SHX Text File No.
AutoCAD SHX Text
PLAN MAP
AutoCAD SHX Text Jasper County, Texas
AutoCAD SHX Text
EWP SITE JA1-04
AutoCAD SHX Text
PLAN AND SECTION
AutoCAD SHX Text Jasper, Texas
AutoCAD SHX Text
RN, HP
AutoCAD SHX Text H. Prince
AutoCAD SHX Text R. Nelson
AutoCAD SHX Text R. Wenberg
AutoCAD SHX Text 3/1/2021
AutoCAD SHX Text 3/11/2021
AutoCAD SHX Text
COUNTY ROAD 59
AutoCAD SHX Text Sheet of
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
%%UTYPICAL BAG WALL SECTION
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
EL. 99.9
AutoCAD SHX Text
EL. 94.9
AutoCAD SHX Text
TOP OF BACKFILL
AutoCAD SHX Text
US
AutoCAD SHX Text 0.5
AutoCAD SHX Text 1.0
AutoCAD SHX Text 1:1
AutoCAD SHX Text
NATURAL GROUND
AutoCAD SHX Text
EL. 96.1
AutoCAD SHX Text
GEOTEXTILE
AutoCAD SHX Text
BACKFILL
AutoCAD SHX Text
EL. 99.9
AutoCAD SHX Text
EL. 93.9
AutoCAD SHX Text
DS
AutoCAD SHX Text 0.5
AutoCAD SHX Text 1.0
AutoCAD SHX Text 1:1
AutoCAD SHX Text
NATURAL GROUND
AutoCAD SHX Text
WATERLINE EL. 96.3
AutoCAD SHX Text
EL. 1 98.2 EL. 2 97.7
AutoCAD SHX Text
INV. EL. 1 95.7 INV. EL. 2 95.7
AutoCAD SHX Text
WATERLINE EL. 95.7
AutoCAD SHX Text
EL. 94.294.2
AutoCAD SHX Text
INV. EL. 1 96.1 INV. EL. 2 96.1
AutoCAD SHX Text
EL. 1 98.6 EL. 2 98.1
AutoCAD SHX Text
NATURAL GROUND
AutoCAD SHX Text
GEOTEXTILE
AutoCAD SHX Text
2-#3 X 10" REBAR PER BAG
AutoCAD SHX Text
4-#3 X 10" REBAR PER BAG (TOP BAG)
AutoCAD SHX Text
2-#4 REBAR PER BAG (BOTTOM BAG)
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
DETAIL - TOP 3 COURSES
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
DETAIL - BOTTOM 3 COURSES
AutoCAD SHX Text
2-#3 X 10" REBAR PER BAG
AutoCAD SHX Text NOTE: CULVERT ADDITION TO BE DELIVERED BY COUNTY AND INSTALLED BY THE CONTRACTOR TO MATCH THE INVERTS IN THE TYPICAL SECTION EXISTING CULVERTS TO BE REALIGNED AND SET AT THE ELEVATIONS IN THE TYPICAL SECTION
AutoCAD SHX Text 4/23/2021
AutoCAD SHX Text 4/13/2021 t u r a l
R e s o u r c e s
C o n s e r v a t i o n
S e r v i c e
U n i t e d
S t a t e s
D e p a r t m e n t o f
A g r i c u l t u r e
AutoCAD SHX Text Designed
AutoCAD SHX Text Date
AutoCAD SHX Text Checked
AutoCAD SHX Text Approved
AutoCAD SHX Text Drawn
AutoCAD SHX Text Scale in Feet
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text JA 1-05 actual.dwg
AutoCAD SHX Text File No.
AutoCAD SHX Text
PLAN MAP
AutoCAD SHX Text Jasper County, Texas
AutoCAD SHX Text
EWP SITE JA1-05
AutoCAD SHX Text
PLAN AND SECTION
AutoCAD SHX Text Jasper, Texas
AutoCAD SHX Text
RN, HP
AutoCAD SHX Text R. Nelson
AutoCAD SHX Text H. Prince
AutoCAD SHX Text R. Wenberg
AutoCAD SHX Text 3/1/2021
AutoCAD SHX Text 3/12/21
AutoCAD SHX Text
COUNTY ROAD 51
AutoCAD SHX Text Sheet of
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NATURAL GROUND
AutoCAD SHX Text
GEOTEXTILE
AutoCAD SHX Text
2-#3 X 10" REBAR PER BAG
AutoCAD SHX Text
4-#3 X 10" REBAR PER BAG (TOP BAG)
AutoCAD SHX Text
2-#4 REBAR PER BAG (BOTTOM BAG)
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
DETAIL - TOP 3 COURSES
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
DETAIL - BOTTOM 3 COURSES
AutoCAD SHX Text
2-#3 X 10" REBAR PER BAG
AutoCAD SHX Text
%%UTYPICAL BAG WALL SECTION
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
EL. 100.5
AutoCAD SHX Text
EL. 96.5
AutoCAD SHX Text
EL. 99.6
AutoCAD SHX Text
TOP OF BACKFILL
AutoCAD SHX Text
US
AutoCAD SHX Text 0.5
AutoCAD SHX Text 1.0
AutoCAD SHX Text 1:1
AutoCAD SHX Text
INV. EL. 97.7
AutoCAD SHX Text
NATURAL GROUND
AutoCAD SHX Text
EL. 97.3
AutoCAD SHX Text
GEOTEXTILE
AutoCAD SHX Text
EL. 100.5
AutoCAD SHX Text
EL. 94.0
AutoCAD SHX Text
EL. 98.1
AutoCAD SHX Text
DS
AutoCAD SHX Text 0.5
AutoCAD SHX Text 1.0
AutoCAD SHX Text 1:1
AutoCAD SHX Text
INV. EL. 96.1
AutoCAD SHX Text
NATURAL GROUND
AutoCAD SHX Text
EL. 94.5
AutoCAD SHX Text
WATERLINE EL. 95.7
AutoCAD SHX Text
WATERLINE EL. 97.7
AutoCAD SHX Text
DOWNSTREAM
AutoCAD SHX Text
EXISTING 24" X 30'L HDPE TO REMAIN IN PLACE
AutoCAD SHX Text
NOTE: THIS SITE SHALL REMAIN OPEN TO VEHICULAR TRAFFIC. SEE CONSTRUCTION SPEC 9.
AutoCAD SHX Text
UPSTREAM EDGE OF ROAD
AutoCAD SHX Text
DOWNSTREAM EDGE OF ROAD
AutoCAD SHX Text
BACKFILL
AutoCAD SHX Text
18' X 6.5' (LXH) BAG WALL TO BE CONSTRUCTED
AutoCAD SHX Text
19' X 4' (LXH) BAG WALL TO BE CONSTRUCTED
AutoCAD SHX Text 4/13/2021
AutoCAD SHX Text 4/23/2021 t u r a l
R e s o u r c e s
C o n s e r v a t i o n
S e r v i c e
U n i t e d
S t a t e s
D e p a r t m e n t o f
A g r i c u l t u r e
AutoCAD SHX Text 31' x 24" DIA. HDPE IN GOOD CONDITION TO REMAIN IN PLACE
AutoCAD SHX Text
15' X 5' (LXH) BAG WALL TO BE CONSTRUCTED
AutoCAD SHX Text
21' X 7.5' (LXH) BAG WALL TO BE CONSTRUCTED
AutoCAD SHX Text
DOWNSTREAM
AutoCAD SHX Text
APPROXIMATE LOCATION OF OVERHEAD LINE
AutoCAD SHX Text Designed
AutoCAD SHX Text Date
AutoCAD SHX Text Checked
AutoCAD SHX Text Approved
AutoCAD SHX Text Drawn
AutoCAD SHX Text Scale in Feet
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text JA1-06.dwg
AutoCAD SHX Text File No.
AutoCAD SHX Text
PLAN MAP
AutoCAD SHX Text Jasper County, Texas
AutoCAD SHX Text
EWP SITE JA1-06
AutoCAD SHX Text
PLAN AND SECTION
AutoCAD SHX Text Jasper, Texas
AutoCAD SHX Text
RN, HP
AutoCAD SHX Text H. Prince
AutoCAD SHX Text R. Nelson
AutoCAD SHX Text R. Wenberg
AutoCAD SHX Text 3/1/2021
AutoCAD SHX Text 3/11/2021
AutoCAD SHX Text
COUNTY ROAD 51
AutoCAD SHX Text Sheet of
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NATURAL GROUND
AutoCAD SHX Text
GEOTEXTILE
AutoCAD SHX Text
2-#3 X 10" REBAR PER BAG
AutoCAD SHX Text
4-#3 X 10" REBAR PER BAG (TOP BAG)
AutoCAD SHX Text
2-#4 REBAR PER BAG (BOTTOM BAG)
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
DETAIL - TOP 3 COURSES
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
DETAIL - BOTTOM 3 COURSES
AutoCAD SHX Text
2-#3 X 10" REBAR PER BAG
AutoCAD SHX Text
%%UTYPICAL BAG WALL SECTION
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
EL. 100.1
AutoCAD SHX Text
EL. 95.1
AutoCAD SHX Text
EL. 98.7
AutoCAD SHX Text
TOP OF BACKFILL
AutoCAD SHX Text
US
AutoCAD SHX Text 0.5
AutoCAD SHX Text 1.0
AutoCAD SHX Text 1:1
AutoCAD SHX Text
INV. EL. 95.7
AutoCAD SHX Text
NATURAL GROUND
AutoCAD SHX Text
EL. 96.1
AutoCAD SHX Text
GEOTEXTILE
AutoCAD SHX Text
EL. 100.1
AutoCAD SHX Text
EL. 92.6
AutoCAD SHX Text
EL. 98.0
AutoCAD SHX Text
DS
AutoCAD SHX Text 0.5
AutoCAD SHX Text 1.0
AutoCAD SHX Text 1:1
AutoCAD SHX Text
INV. EL. 95.2
AutoCAD SHX Text
NATURAL GROUND
AutoCAD SHX Text
EL. 92.8
AutoCAD SHX Text
WATERLINE EL. 94.0
AutoCAD SHX Text
WATERLINE EL. 96.2
AutoCAD SHX Text
BACKFILL
AutoCAD SHX Text
UPSTREAM EDGE OF ROAD
AutoCAD SHX Text
DOWNSTREAM EDGE OF ROAD
AutoCAD SHX Text 4/23/2021
AutoCAD SHX Text 4/13/2021 t u r a l
R e s o u r c e s
C o n s e r v a t i o n
S e r v i c e
U n i t e d
S t a t e s
D e p a r t m e n t o f
A g r i c u l t u r e
AutoCAD SHX Text Designed
AutoCAD SHX Text Date
AutoCAD SHX Text Checked
AutoCAD SHX Text Approved
AutoCAD SHX Text Drawn
AutoCAD SHX Text Scale in Feet
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text JA 1-07.dwg
AutoCAD SHX Text File No.
AutoCAD SHX Text
PLAN MAP
AutoCAD SHX Text Jasper County, Texas
AutoCAD SHX Text
EWP SITE JA1-07
AutoCAD SHX Text
PLAN AND SECTION
AutoCAD SHX Text Jasper, Texas
AutoCAD SHX Text
RN, HP
AutoCAD SHX Text R. Nelson
AutoCAD SHX Text H. Prince
AutoCAD SHX Text R. Wenberg
AutoCAD SHX Text 3/1/2021
AutoCAD SHX Text 3/10/21
AutoCAD SHX Text
NECHES DRIVE
AutoCAD SHX Text Sheet of
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1:1
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
TOP OF BACKFILL
AutoCAD SHX Text
TOP WALL EL. 101.2
AutoCAD SHX Text
US
AutoCAD SHX Text
TOP WALL EL. 101.2
AutoCAD SHX Text
DS
AutoCAD SHX Text 1:1
AutoCAD SHX Text
EL. 95.8
AutoCAD SHX Text
EL. 91.5
AutoCAD SHX Text
TYPICAL HEADWALL SECTION
AutoCAD SHX Text
BACKFILL
AutoCAD SHX Text
3/4" CABLE
AutoCAD SHX Text
GEOTEXTILE
AutoCAD SHX Text
22' X 17' (LXH) HEADWALL TO BE CONSTRUCTED
AutoCAD SHX Text
22' X 11' (LXH) HEADWALL TO BE CONSTRUCTED
AutoCAD SHX Text
EL. N/A
AutoCAD SHX Text
EL. 84.6
AutoCAD SHX Text
INV. EL. 87.5
AutoCAD SHX Text
NATURAL GND EL. 84.6
AutoCAD SHX Text
BOTTOM WALL EL. 84.2
AutoCAD SHX Text
INV. EL. 91.8
AutoCAD SHX Text
NATURAL GND EL. 93.5
AutoCAD SHX Text
BOTTOM WALL EL. 90.2
AutoCAD SHX Text
36" X 70' CMP TO BE REPLACED WITH 48" DIA HDPE CULVERT
AutoCAD SHX Text NOTE: CULVERT REPLACEMENT TO BE DELIVERED BY COUNTY AND INSTALLED AT ELEVATIONS IN TYPICAL SECTION BY THE CONTRACTOR.
AutoCAD SHX Text
DOWNSTREAM EDGE OF ROAD
AutoCAD SHX Text
UPSTREAM EDGE OF ROAD
AutoCAD SHX Text
DOWNSTREAM
AutoCAD SHX Text 4/13/2021
AutoCAD SHX Text 4/23/2021
X X X a t u r a l
R e s o u r c e s
C o n s e r v a t i o n
S e r v i c e
U n i t e d
S t a t e s
D e p a r t m e n t o f
A g r i c u l t u r e
AutoCAD SHX Text PLACE 18'x8' OF R150 ROCK RIPRAP AROUND CULVERTS AS SHOWN IN RIPRAP ARMORING SECTION
AutoCAD SHX Text PLACE R150 ROCK RIPRAP ALONG DITCH ON EITHER SIDE OF CULVERTS AS SHOWN IN RIPRAP ARMORING SECTION
AutoCAD SHX Text
DOWNSTREAM
AutoCAD SHX Text
UPSTREAM EDGE OF ROAD
AutoCAD SHX Text
DOWNSTREAM EDGE OF ROAD
AutoCAD SHX Text
DRIVEWAY
AutoCAD SHX Text TWO 30' x 18" DIA. CMP IN POOR CONDITION TO BE REPLACED WITH TWO HDPE PIPES DURING CONSTRUCTION
AutoCAD SHX Text
EXISTING FENCE
AutoCAD SHX Text
OVERHEAD LINE
AutoCAD SHX Text
OVERHEAD LINE
AutoCAD SHX Text
TPED
AutoCAD SHX Text
ADDITIONAL 30'X18" HDPE CULVERT TO BE ADDED DURING CONSTRUCTION
AutoCAD SHX Text Designed
AutoCAD SHX Text Date
AutoCAD SHX Text Checked
AutoCAD SHX Text Approved
AutoCAD SHX Text Drawn
AutoCAD SHX Text Scale in Feet
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text JA1-08.dwg
AutoCAD SHX Text File No.
AutoCAD SHX Text
PLAN MAP
AutoCAD SHX Text Jasper County, Texas
AutoCAD SHX Text
EWP SITE JA1-08
AutoCAD SHX Text
PLAN AND SECTION
AutoCAD SHX Text Jasper, Texas
AutoCAD SHX Text
RN, HP
AutoCAD SHX Text
H. PRINCE
AutoCAD SHX Text R. Nelson
AutoCAD SHX Text R. Wenberg
AutoCAD SHX Text 3/1/2021
AutoCAD SHX Text 3/11/2021
AutoCAD SHX Text
COUNTY ROAD 164
AutoCAD SHX Text Sheet of
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text NOTE: CULVERT REPLACEMENTS AND ADDITION TO BE DELIVERED BY COUNTY AND INSTALLED BY THE CONTRACTOR WITH AN EVEN SPACING, AND AT THE SAME ELEVATIONS AS EXISTING CULVERTS
AutoCAD SHX Text
NOTE: THIS SITE SHALL REMAIN OPEN TO VEHICULAR TRAFFIC. SEE CONSTRUCTION SPEC 9.
AutoCAD SHX Text
MATCH ROAD EDGE
AutoCAD SHX Text
ROCK ARMOR SECTION
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
2:1 OR FLATTER
AutoCAD SHX Text
NATURAL GROUND
AutoCAD SHX Text
GEOTEXTILE
AutoCAD SHX Text 4/23/2021
AutoCAD SHX Text 4/13/2021 t u r a l
R e s o u r c e s
C o n s e r v a t i o n
S e r v i c e
U n i t e d
S t a t e s
D e p a r t m e n t o f
A g r i c u l t u r e
AutoCAD SHX Text Designed
AutoCAD SHX Text Date
AutoCAD SHX Text Checked
AutoCAD SHX Text Approved
AutoCAD SHX Text Drawn
AutoCAD SHX Text Scale in Feet
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text JA 1-09.dwg
AutoCAD SHX Text File No.
AutoCAD SHX Text
PLAN MAP
AutoCAD SHX Text Jasper County, Texas
AutoCAD SHX Text
EWP SITE JA1-09
AutoCAD SHX Text
PLAN AND SECTION
AutoCAD SHX Text Jasper, Texas
AutoCAD SHX Text
RN, HP
AutoCAD SHX Text R. Nelson
AutoCAD SHX Text H. Prince
AutoCAD SHX Text R. Wenberg
AutoCAD SHX Text 3/1/2021
AutoCAD SHX Text 3/11/2021
AutoCAD SHX Text
COUNTY ROAD 116
AutoCAD SHX Text Sheet of
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
R150 ROCK RIPRAP ARMORING
AutoCAD SHX Text
EXISTING 18" PLASTIC PIPE TO REMAIN IN PLACE
AutoCAD SHX Text
UPSTREAM EDGE OF ROAD
AutoCAD SHX Text
DOWNSTREAM EDGE OF ROAD
AutoCAD SHX Text NOTE: ROCK ARMOR TOE ELEVATION WILL VARY FROM THE END TO THE CHANNEL. ROCK TOE SHALL BE BURIED 2' BENEATH EXISTING TERRAIN.
AutoCAD SHX Text
MATCH TOP OF ROCK WITH ROAD EDGE
AutoCAD SHX Text
ROCK ARMOR SECTION
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text 2:1
AutoCAD SHX Text
NATURAL GROUND
AutoCAD SHX Text
GEOTEXTILE
AutoCAD SHX Text 4/13/2021
AutoCAD SHX Text 4/23/2021 t u r a l
R e s o u r c e s
C o n s e r v a t i o n
S e r v i c e
U n i t e d
S t a t e s
D e p a r t m e n t o f
A g r i c u l t u r e
AutoCAD SHX Text
15' X 7' (LXH) HEADWALL TO BE CONSTRUCTED
AutoCAD SHX Text
EXISTING 25'X60" CMP PIPE TO BE REPLACED DURING CONSTRUCTION WITH HDPE CULVERT
AutoCAD SHX Text
DOWNSTREAM
AutoCAD SHX Text
UPSTREAM EDGE OF ROAD
AutoCAD SHX Text
DOWNSTREAM EDGE OF ROAD
AutoCAD SHX Text
18' X 7' (LXH) HEADWALL TO BE CONSTRUCTED
AutoCAD SHX Text NOTE: CULVERT REPLACEMENT TO BE DELIVERED BY COUNTY AND INSTALLED BY THE CONTRACTOR AT ELEVATIONS SHOWN IN THE TYPICAL SECTION THIS SITE SHALL REMAIN OPEN TO VEHICULAR TRAFFIC. SEE CONSTRUCTION SPEC 9.
AutoCAD SHX Text Designed
AutoCAD SHX Text Date
AutoCAD SHX Text Checked
AutoCAD SHX Text Approved
AutoCAD SHX Text Drawn
AutoCAD SHX Text Scale in Feet
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text JA1-10.dwg
AutoCAD SHX Text File No.
AutoCAD SHX Text
PLAN MAP
AutoCAD SHX Text Jasper County, Texas
AutoCAD SHX Text
EWP SITE JA1-10
AutoCAD SHX Text
PLAN AND SECTION
AutoCAD SHX Text Jasper, Texas
AutoCAD SHX Text
RN, HP
AutoCAD SHX Text
H. PRINCE
AutoCAD SHX Text R. Nelson
AutoCAD SHX Text R. Wenberg
AutoCAD SHX Text 3/1/2021
AutoCAD SHX Text 3/12/2021
AutoCAD SHX Text
COUNTY ROAD 150
AutoCAD SHX Text Sheet of
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1:1
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
TOP OF BACKFILL
AutoCAD SHX Text
TOP WALL EL. 99.5
AutoCAD SHX Text
US
AutoCAD SHX Text
TOP WALL EL. 99.5
AutoCAD SHX Text
DS
AutoCAD SHX Text 1:1
AutoCAD SHX Text
EL. 98.2
AutoCAD SHX Text
EL. 98.2
AutoCAD SHX Text
TYPICAL HEADWALL SECTION
AutoCAD SHX Text
BACKFILL
AutoCAD SHX Text
3/4" CABLE
AutoCAD SHX Text
GEOTEXTILE
AutoCAD SHX Text
EL. 95.1
AutoCAD SHX Text
INV. EL. 93.2
AutoCAD SHX Text
NATURAL GND EL. 93.5
AutoCAD SHX Text
BOTTOM WALL EL. 92.5
AutoCAD SHX Text
EL. 95.1
AutoCAD SHX Text
INV. EL. 93.2
AutoCAD SHX Text
NATURAL GND EL. 93.4
AutoCAD SHX Text
BOTTOM WALL EL. 92.5
AutoCAD SHX Text 4/23/2021
AutoCAD SHX Text 4/13/2021 t u r a l
R e s o u r c e s
C o n s e r v a t i o n
S e r v i c e
U n i t e d
S t a t e s
D e p a r t m e n t o f
A g r i c u l t u r e
AutoCAD SHX Text Designed
AutoCAD SHX Text Date
AutoCAD SHX Text Checked
AutoCAD SHX Text Approved
AutoCAD SHX Text Drawn
AutoCAD SHX Text Scale in Feet
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text JA 1-11.dwg
AutoCAD SHX Text File No.
AutoCAD SHX Text
PLAN MAP
AutoCAD SHX Text Jasper County, Texas
AutoCAD SHX Text
EWP SITE JA1-11
AutoCAD SHX Text
PLAN AND SECTION
AutoCAD SHX Text Jasper, Texas
AutoCAD SHX Text
RN, HP
AutoCAD SHX Text R. Nelson
AutoCAD SHX Text H. Prince
AutoCAD SHX Text R. Wenberg
AutoCAD SHX Text 3/1/2021
AutoCAD SHX Text 3/12/2021
AutoCAD SHX Text
COUNTY ROAD 1
AutoCAD SHX Text Sheet of
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NATURAL GROUND
AutoCAD SHX Text
GEOTEXTILE
AutoCAD SHX Text
2-#3 X 10" REBAR PER BAG
AutoCAD SHX Text
4-#3 X 10" REBAR PER BAG (TOP BAG)
AutoCAD SHX Text
2-#4 REBAR PER BAG (BOTTOM BAG)
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
DETAIL - TOP 3 COURSES
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
DETAIL - BOTTOM 3 COURSES
AutoCAD SHX Text
2-#3 X 10" REBAR PER BAG
AutoCAD SHX Text
%%UTYPICAL BAG WALL SECTION
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
EL. 99.4
AutoCAD SHX Text
EL. 92.4
AutoCAD SHX Text
EL. 99.0
AutoCAD SHX Text
TOP OF BACKFILL
AutoCAD SHX Text
US
AutoCAD SHX Text 0.5
AutoCAD SHX Text 1.0
AutoCAD SHX Text 1:1
AutoCAD SHX Text
INV. EL. 96.7
AutoCAD SHX Text
NATURAL GROUND
AutoCAD SHX Text
EL. 95.3
AutoCAD SHX Text
GEOTEXTILE
AutoCAD SHX Text
EL. 99.4
AutoCAD SHX Text
EL. 92.4
AutoCAD SHX Text
EL. 98.3
AutoCAD SHX Text
DS
AutoCAD SHX Text 0.5
AutoCAD SHX Text 1.0
AutoCAD SHX Text 1:1
AutoCAD SHX Text
INV. EL. 95.9
AutoCAD SHX Text
NATURAL GROUND
AutoCAD SHX Text
EL. 93.7
AutoCAD SHX Text
WATERLINE EL. 95.3
AutoCAD SHX Text
WATERLINE EL. 96.6
AutoCAD SHX Text
DOWNSTREAM
AutoCAD SHX Text
18' X 7' (LXH) BAG WALL TO BE CONSTRUCTED
AutoCAD SHX Text
EXISTING 24" CONCRETE PIPES TO BE REPLACED WITH TWO 24" DIA HDPE PIPES
AutoCAD SHX Text
UPSTREAM EDGE OF ROAD
AutoCAD SHX Text
DOWNSTREAM EDGE OF ROAD
AutoCAD SHX Text
BACKFILL
AutoCAD SHX Text NOTE: CULVERT REPLACEMENTS TO BE DELIVERED BY COUNTY AND INSTALLED AT ELEVATIONS IN TYPICAL SECTION BY THE CONTRACTOR.
AutoCAD SHX Text
20' X 7' (LXH) BAG WALL TO BE CONSTRUCTED
AutoCAD SHX Text
NOTE: REDUCE TOP OF WALL ENDS TO ENABLE DITCH WATER TO FLOW OVER BAGS
AutoCAD SHX Text 4/13/2021
AutoCAD SHX Text 4/23/2021 t u r a l
R e s o u r c e s
C o n s e r v a t i o n
S e r v i c e
U n i t e d
S t a t e s
D e p a r t m e n t o f
A g r i c u l t u r e
AutoCAD SHX Text
DOWNSTREAM
AutoCAD SHX Text
UPSTREAM EDGE OF ROAD
AutoCAD SHX Text
DOWNSTREAM EDGE OF ROAD
AutoCAD SHX Text
24' X 8' (LXH) HEADWALL TO BE CONSTRUCTED
AutoCAD SHX Text
31' X 11' (LXH) HEADWALL TO BE CONSTRUCTED
AutoCAD SHX Text
EXISTING 72" SOLID STEEL PIPE TO REMAIN IN PLACE
AutoCAD SHX Text PLACE 17'x10' OF R150 ROCK RIPRAP ARMORING ALONG DITCH. BURY ROCK TOE 2' BELOW NG AS SHOWN IN THE ROCK ARMOR SECTION
AutoCAD SHX Text
NOTE: CONSTRUCT SWALE IN ROCK FOR DITCH FLOW
AutoCAD SHX Text Designed
AutoCAD SHX Text Date
AutoCAD SHX Text Checked
AutoCAD SHX Text Approved
AutoCAD SHX Text Drawn
AutoCAD SHX Text Scale in Feet
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text JA1-12.dwg
AutoCAD SHX Text File No.
AutoCAD SHX Text
PLAN MAP
AutoCAD SHX Text Jasper County, Texas
AutoCAD SHX Text
EWP SITE JA1-12
AutoCAD SHX Text
PLAN AND SECTION
AutoCAD SHX Text Jasper, Texas
AutoCAD SHX Text
RN, HP
AutoCAD SHX Text
H. PRINCE
AutoCAD SHX Text R. Nelson
AutoCAD SHX Text R. Wenberg
AutoCAD SHX Text 3/1/2021
AutoCAD SHX Text 3/12/21
AutoCAD SHX Text
COUNTY ROAD 1
AutoCAD SHX Text Sheet of
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1:1
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
TOP OF BACKFILL
AutoCAD SHX Text
TOP WALL EL. 100.1
AutoCAD SHX Text
US
AutoCAD SHX Text
TOP WALL EL. 100.1
AutoCAD SHX Text
DS
AutoCAD SHX Text 1:1
AutoCAD SHX Text
EL. 98.8
AutoCAD SHX Text
EL. 98.5
AutoCAD SHX Text
TYPICAL HEADWALL SECTION
AutoCAD SHX Text
BACKFILL
AutoCAD SHX Text
3/4" CABLE
AutoCAD SHX Text
GEOTEXTILE
AutoCAD SHX Text
EL. 90.9
AutoCAD SHX Text
INV. EL. 92.2
AutoCAD SHX Text
NATURAL GND EL. 89.2
AutoCAD SHX Text
BOTTOM WALL EL. 89.1
AutoCAD SHX Text
EL. 92.6
AutoCAD SHX Text
INV. EL. 92.5
AutoCAD SHX Text
NATURAL GND EL. 92.0
AutoCAD SHX Text
BOTTOM WALL EL. 92.1
AutoCAD SHX Text
DITCH CHANNEL
AutoCAD SHX Text
ROCK ARMOR SECTION
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
NATURAL GROUND
AutoCAD SHX Text
GEOTEXTILE
AutoCAD SHX Text 2:1
AutoCAD SHX Text 4/23/2021
AutoCAD SHX Text 4/13/2021 t u r a l
R e s o u r c e s
C o n s e r v a t i o n
S e r v i c e
U n i t e d
S t a t e s
D e p a r t m e n t o f
A g r i c u l t u r e
AutoCAD SHX Text Designed
AutoCAD SHX Text Date
AutoCAD SHX Text Checked
AutoCAD SHX Text Approved
AutoCAD SHX Text Drawn
AutoCAD SHX Text Scale in Feet
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text JA 2-01.dwg
AutoCAD SHX Text File No.
AutoCAD SHX Text
PLAN MAP
AutoCAD SHX Text Jasper County, Texas
AutoCAD SHX Text
EWP SITE JA2-01
AutoCAD SHX Text
PLAN AND SECTION
AutoCAD SHX Text Jasper, Texas
AutoCAD SHX Text
RN, HP
AutoCAD SHX Text R. Nelson
AutoCAD SHX Text H. Prince
AutoCAD SHX Text R. Wenberg
AutoCAD SHX Text 3/1/2021
AutoCAD SHX Text 3/12/2021
AutoCAD SHX Text
COUNTY ROAD 202
AutoCAD SHX Text Sheet of
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1:1
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
TOP OF BACKFILL
AutoCAD SHX Text
TOP WALL EL. 100.4
AutoCAD SHX Text
US
AutoCAD SHX Text
TOP WALL EL. 100.4
AutoCAD SHX Text
DS
AutoCAD SHX Text 1:1
AutoCAD SHX Text
EL. 97.2
AutoCAD SHX Text
EL. 97.2
AutoCAD SHX Text
TYPICAL HEADWALL SECTION
AutoCAD SHX Text
BACKFILL
AutoCAD SHX Text
3/4" CABLE
AutoCAD SHX Text
GEOTEXTILE
AutoCAD SHX Text
30' X 8' (LXH) HEADWALL TO BE CONSTRUCTED
AutoCAD SHX Text
DOWNSTREAM
AutoCAD SHX Text
UPSTREAM EDGE OF ROAD
AutoCAD SHX Text
DOWNSTREAM EDGE OF ROAD
AutoCAD SHX Text
EL. 90.7
AutoCAD SHX Text
INV. EL. 93.1
AutoCAD SHX Text
NATURAL GND EL. 89.4
AutoCAD SHX Text
BOTTOM WALL EL. 89.4
AutoCAD SHX Text
EL. 93.9
AutoCAD SHX Text
INV. EL. 93.3
AutoCAD SHX Text
NATURAL GND EL. 92.4
AutoCAD SHX Text
BOTTOM WALL EL. 92.4
AutoCAD SHX Text
32' X 11' (LXH) HEADWALL TO BE CONSTRUCTED
AutoCAD SHX Text
EXISTING 48" X 30'L HDPE PIPES TO REMAIN IN PLACE
AutoCAD SHX Text 4/13/2021
AutoCAD SHX Text 4/23/2021 t u r a l
R e s o u r c e s
C o n s e r v a t i o n
S e r v i c e
U n i t e d
S t a t e s
D e p a r t m e n t o f
A g r i c u l t u r e
AutoCAD SHX Text
DOWNSTREAM
AutoCAD SHX Text
UPSTREAM EDGE OF ROAD
AutoCAD SHX Text
DOWNSTREAM EDGE OF ROAD
AutoCAD SHX Text EXISTING 50'X60" CULVERT TO BE REPLACED BY CONTRACTOR WITH STEEL CULVERT DURING CONSTRUCTION
AutoCAD SHX Text NOTE: CULVERT REPLACEMENT TO BE DELIVERED BY COUNTY AND INSTALLED BY CONTRACTOR. MATCH EXISTING INVERTS WITH REPLACEMENT CULVERT.
AutoCAD SHX Text PLACE R150 ROCK RIPRAP AS DRAWN. BURY TOE OF RIPRAP 2' BELOW NG AS SHOWN IN TYPICAL ARMORING SECTION.
AutoCAD SHX Text PLACE R150 ROCK RIPRAP AS DRAWN. BURY TOE OF RIPRAP 2' BELOW NG AS SHOWN IN TYPICAL ARMORING SECTION
AutoCAD SHX Text Designed
AutoCAD SHX Text Date
AutoCAD SHX Text Checked
AutoCAD SHX Text Approved
AutoCAD SHX Text Drawn
AutoCAD SHX Text Scale in Feet
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text JA2-02.dwg
AutoCAD SHX Text File No.
AutoCAD SHX Text
PLAN MAP
AutoCAD SHX Text Jasper County, Texas
AutoCAD SHX Text
EWP SITE JA2-02
AutoCAD SHX Text
PLAN AND SECTION
AutoCAD SHX Text Jasper, Texas
AutoCAD SHX Text
RN, HP
AutoCAD SHX Text
H. PRINCE
AutoCAD SHX Text R. Nelson
AutoCAD SHX Text R. Wenberg
AutoCAD SHX Text 3/1/2021
AutoCAD SHX Text 3/12/21
AutoCAD SHX Text
COUNTY ROAD 207
AutoCAD SHX Text Sheet of
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
MATCH ROAD EDGE
AutoCAD SHX Text
ROCK ARMOR SECTION
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
NATURAL GROUND
AutoCAD SHX Text
GEOTEXTILE
AutoCAD SHX Text 2:1
AutoCAD SHX Text 4/23/2021
AutoCAD SHX Text 4/13/2021 t u r a l
R e s o u r c e s
C o n s e r v a t i o n
S e r v i c e
U n i t e d
S t a t e s
D e p a r t m e n t o f
A g r i c u l t u r e
AutoCAD SHX Text Designed
AutoCAD SHX Text Date
AutoCAD SHX Text Checked
AutoCAD SHX Text Approved
AutoCAD SHX Text Drawn
AutoCAD SHX Text Scale in Feet
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text JA 2-03.dwg
AutoCAD SHX Text File…
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