S01 Attachment 2 Shelby Co EWP Laura - Project Drawings FINAL updates 3-7-22.pdf

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Attached to
Emergency Watershed Protection, Shelby County, Texas Federal contract opportunity
Solicitation number
12FPC322B0004
Issued by
Department of Agriculture Under Secretary for Farm Production and Conservation

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This solicitation announcement is for an Emergency Watershed Protection project in Shelby County, Texas. The total small business set-aside acquisition is for stabilizing county roads and drainage ways damaged by storms and hurricanes through methods such as constructing timber headwalls, placing rock riprap armoring and sand-cement bags, and placing rock armor along stream banks and drainage ditches. The place of performance is Shelby County, Texas. The contract type is firm-fixed-price under sealed bidding procedures. The contract value is estimated between $1 million to $5 million and will be awarded in May 2022. Firms must be registered in SAM to be eligible. The NAICS code is 237990 with a $39.5 million size standard.

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Other files for this federal contract opportunity

Other files attached to Emergency Watershed Protection, Shelby County, Texas, newest first.
File Type Posted
S01 AMD 03 12FPC322B0004.pdf PDF
S01 AMD 03 Revised Bid Schedule.pdf PDF
S01 AMD 02 Additional QAs.pdf PDF
S01 AMD 02 12FPC322B0004.pdf PDF
S01 AMD 01 12FPC322B0004.pdf PDF
S01 AMD 01 Site Showing Notes 12FPC322B0004 Shelby County EWP.pdf PDF
S01 AMD 01 Shelby County Site Showing Sign-in.pdf PDF
S01 12FPC322B0004.pdf PDF
S01 Attachment 1 Shelby Co EWP Laura - Project Specs and Bid Schedule FINAL 3-3-22.pdf PDF
S01 Attachment 3 Wage Determinations.pdf 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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EMERGENCY WATERSHED PROTECTION (EWP) SITES

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ARE LOCATED IN SHELBY COUNTY, TEXAS

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INDEX OF DRAWINGS

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SHELBY COUNTY EMERGENCY WATERSHED PROTECTION PRECINCTS 1, 2, 3, AND 4

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STANDARD NOTES: TIMBER HEADWALL, BAGWALL, AND RIPRAP

AutoCAD SHX Text Center, Texas

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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, 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. 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. 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'.

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PLACE R150 ARMORING AS DRAWN. BURY ROCK TOE 2' INTO NG SEE DETAIL

AutoCAD SHX Text

DOWNSTREAM

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UPSTREAM EDGE OF ROAD

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DOWNSTREAM EDGE OF ROAD

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R150 CHECK DAM #1 NOTCH ELEVATION: 99.1 SEE DETAILS

AutoCAD SHX Text

R150 CHECK DAM #2 NOTCH ELEVATION: 99.1 SEE DETAILS

AutoCAD SHX Text R150 CHECK DAM #3 NOTCH ELEVATION: 98.3 SEE DETAILS WRAP CHECK DAM TOE AROUND TREE WITH TBM2

AutoCAD SHX Text

EXISTING 30"X24' HDPE PIPE TO REMAIN IN PLACE

AutoCAD SHX Text

33' X 7' (LXH) HEADWALL TO BE CONSTRUCTED W/ ROCK MAGAZINE (SEE DETAIL)

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24' X 5.5' (LXH) HEADWALL TO BE CONSTRUCTED W/ ROCK MAGAZINE (SEE DETAIL)

AutoCAD SHX Text NOTE: ROAD CROWN AT CULVERT SHALL BE RAISED APPROXIMATELY 0.8' TO THE TOP OF WALL ELEVATION BY CONTRACTOR. GRADE FINISHED ROADWAY SURFACE DOWN TO EXISTING SURFACE USING SMOOTH TRANSITION. CONTRACTOR SHALL REMOVE EXISTING WING WALLS AND DISPOSE OF THEM IN A LEGAL MANNER REPLACEMENT CULVERT TO BE DELIVERED BY COUNTY AND INSTALLED AT ELEVATIONS IN TYPICAL SECTION BY THE CONTRACTOR.

AutoCAD SHX Text

ADDITIONAL CULVERT TO BE INSTALLED DURING CONSTRUCTION BY CONTRACTOR

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SECTION AND PROFILE

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%%UCHECK DAM PROFILE

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CORE ROCK 1' INTO NATURAL GROUND

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INV. EL. 96.3

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INV. EL. 95.6

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BOTTOM ROCK 94.6

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BOTTOM WALL EL. 95.3

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BOTTOM WALL EL. 96.8

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EL. 101.5

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TOP ROCK 98.8

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AutoCAD SHX Text PLACE R150 ROCK ARMORING AS DRAWN. SWALE TO ALLOW FOR DITCH WATER. BURY ROCK TOE 2' BELOW NG. SEE DETAIL

AutoCAD SHX Text PLACE R150 ROCK ARMORING AS DRAWN. SWALE TO ALLOW FOR DITCH WATER. KEY ROCK TOE 2' BELOW NG. SEE DETAIL

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21' X 7' (LXH) BAG WALL TO BE CONSTRUCTED

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14' X 6' (LXH) BAG WALL TO BE CONSTRUCTED

AutoCAD SHX Text EXISTING 22' X 36" CONCRETE CULVERT TO BE REPLACED BY CONTRACTOR DURING CONSTRUCTION WITH HDPE CULVERT SUPPLIED BY COUNTY

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PLACE R150 ROCK ARMORING AS DRAWN. BURY ROCK TOE 2' BELOW NG. SEE DETAIL

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AutoCAD SHX Text NOTE: CULVERT REPLACEMENT TO BE DELIVERED BY COUNTY AND INSTALLED BY THE CONTRACTOR AT ELEVATIONS IN TYPICAL SECTION.

AutoCAD SHX Text 7/8/2021

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%%UTYPICAL BAG WALL SECTION

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4-#3 X 10" REBAR PER BAG (TOP BAG)

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2-#4 REBAR PER BAG (BOTTOM BAG)

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DETAIL - TOP 3 COURSES

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AutoCAD SHX Text PLACE R150 ROCK ARMOR AS DRAWN. BURY ROCK TOE 2' INTO NATURAL GROUND AS SHOWN IN THE R150 ARMOR SECTION.

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OVERHEAD UTILITY LINE

AutoCAD SHX Text EXISTING 24' x 18" CMP TO REMAIN IN PLACE

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AutoCAD SHX Text Emily Fauver

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UPSTREAM EDGE OF ROAD

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DOWNSTREAM EDGE OF ROAD

AutoCAD SHX Text REMOVE DIRT "PENINSULA" IN THIS AREA AND ARMOR WITH R150 RIP RAP AS DRAWN. SWALE ROCK ARMOR AT CHECK DAM TOE. TRANSITION RIP RAP ARMOR ACROSS DITCH TO R150 CHECK DAM (SEE DETAIL FOR NOTCH EL.). BURY ROCK TOE OF ALL R150 2' INTO NG.

AutoCAD SHX Text PLACE R150 ROCK ARMOR AS DRAWN BURY ROCK TOE 2' INTO NG AS SHOWN IN ROCK ARMOR SECTION

AutoCAD SHX Text PLACE R150 ROCK ARMOR AS DRAWN BURY ROCK TOE 2' INTO NG AS SHOWN IN ROCK ARMOR SECTION

AutoCAD SHX Text PLACE R150 ROCK ARMOR AS DRAWN BURY ROCK TOE 2' INTO NG AS SHOWN IN ROCK ARMOR SECTION

AutoCAD SHX Text

APPROX. LOCATION OF OVERHEAD LINE

AutoCAD SHX Text

EXISTING 60"X60" GUARD RAIL BOX CULVERT TO REMAIN IN PLACE

AutoCAD SHX Text

TBM2 115 LF OFF PAGE WEST ON THE NORTH SIDE OF THE ROAD IN A TREE. EL.: 101.37

AutoCAD SHX Text 14'

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AutoCAD SHX Text Shelby County, Texas

AutoCAD SHX Text

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AutoCAD SHX Text H. Prince

AutoCAD SHX Text R. Nelson

AutoCAD SHX Text R. Wenberg

AutoCAD SHX Text 3/1/2021

AutoCAD SHX Text 4/14/21

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COUNTY ROAD 1090

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MATCH ROAD EDGE

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ROCK ARMOR SECTION

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%%UCHECK DAM PROFILE

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4' WIDE NOTCH SET AT EL.: 98.5

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ROCK CHECK DAM

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%%UCHECK DAM CROSS SECTION

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NATURAL GROUND

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TRANSITION CHECK DAM INTO ROCK ARMOR

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ROAD

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AutoCAD SHX Text PLACE R150 RIP RAP ARMOR AS DRAWN. BURY ROCK TOE 2' INTO NG AS SHOWN IN ROCK ARMOR SECTION

AutoCAD SHX Text PLACE R150 RIP RAP ARMOR AS DRAWN. BURY ROCK TOE 2' INTO NG AS SHOWN IN ROCK ARMOR SECTION.

AutoCAD SHX Text CONSTRUCT R150 CHECK DAM AS SHOWN IN CHECK DAM DETAILS. TRANSITION CHECK DAM BACK TOE INTO ROCK ARMOR TOE.

AutoCAD SHX Text

NEW CULVERT ALIGNMENT

AutoCAD SHX Text EXISTING 24"X17' (DXL) TO BE REPLACED WITH A NEW HDPE CULVERT AND REALIGNED TO LINE UP WITH DOWNSTREAM

AutoCAD SHX Text

TBM2 150 LF IN THIS DIRECTION IN A TREE ON WEST SIDE OR ROAD. EL.: 106.67

AutoCAD SHX Text

SWALE FOR DITCH FLOW.

AutoCAD SHX Text

SWALE 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 SH1-05.dwg

AutoCAD SHX Text File No.

AutoCAD SHX Text

PLAN MAP

AutoCAD SHX Text Shelby County, Texas

AutoCAD SHX Text

EWP SITE SH1-05

AutoCAD SHX Text

PLAN AND SECTION

AutoCAD SHX Text Center, 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 04/14/21

AutoCAD SHX Text

COUNTY ROAD 1092

AutoCAD SHX Text Sheet of

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

ROCK CHECK DAM

AutoCAD SHX Text

%%UCHECK DAM CROSS SECTION

AutoCAD SHX Text 3:1

AutoCAD SHX Text

TYPICAL SECTION - NOT TO SCALE

AutoCAD SHX Text

NATURAL GROUND

AutoCAD SHX Text 3:1

AutoCAD SHX Text

DITCH FLOW

AutoCAD SHX Text

GEOTEXTILE

AutoCAD SHX Text

MATCH 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

%%UCHECK DAM PROFILE

AutoCAD SHX Text

3' WIDE NOTCH SET AT EL.: 98.5

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

TYPICAL PROFILE - NOT TO SCALE

AutoCAD SHX Text

GEOTEXTILE

AutoCAD SHX Text 2:1

AutoCAD SHX Text 2:1

AutoCAD SHX Text

NATURAL GROUND

AutoCAD SHX Text NOTE: CULVERT REPLACEMENT TO BE DELIVERED BY COUNTY AND INSTALLED BY THE CONTRACTOR AT ELEVATIONS THAT ALLOW FOR POSITIVE DRAINAGE, AS APPROVED BY THE NRCS ENGINEER. CONTRACTOR SHALL DISPOSE OF REPLACED PIPES IN A LEGAL MANNER 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 ARMOR ROADSIDE WITH R150 RIP RAP ARMOR BURY ROCK TOE 2' INTO NG AS SHOWN IN ROCK ARMOR SECTION. TRANSITION CHECK DAM TOE(S) INTO ROADSIDE ARMOR TOE.

AutoCAD SHX Text

EXISTING RUBBLE TO REMAIN IN PLACE

AutoCAD SHX Text TBM1 115 LF OFF PAGE IN THIS DIRECTION IN TREE ON NORTH SIDE OF ROAD ELEVATION: 97.97

AutoCAD SHX Text

CONSTRUCT R150 CHECK DAM #1 NOTCH ELEVATION: 95.1

AutoCAD SHX Text

CONSTRUCT R150 CHECK DAM #2 NOTCH ELEVATION: 96.0

AutoCAD SHX Text

CONSTRUCT R150 CHECK DAM #3 NOTCH ELEVATION: 97.7

AutoCAD SHX Text 0+50

AutoCAD SHX Text 1+35

AutoCAD SHX Text 2+15

AutoCAD SHX Text 0+00

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 SH 1-06.dwg

AutoCAD SHX Text File No.

AutoCAD SHX Text

PLAN MAP

AutoCAD SHX Text Shelby County, Texas

AutoCAD SHX Text

EWP SITE SH1-06

AutoCAD SHX Text

PLAN AND SECTION

AutoCAD SHX Text Center, 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 4/14/2021

AutoCAD SHX Text

COUNTY ROAD 1060

AutoCAD SHX Text Sheet of

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

ROCK CHECK DAM

AutoCAD SHX Text

%%UCHECK DAM CROSS SECTION

AutoCAD SHX Text 3:1

AutoCAD SHX Text

TYPICAL SECTION - NOT TO SCALE

AutoCAD SHX Text

NATURAL GROUND

AutoCAD SHX Text 3:1

AutoCAD SHX Text

DITCH FLOW

AutoCAD SHX Text

GEOTEXTILE

AutoCAD SHX Text

%%UCHECK DAM PROFILE

AutoCAD SHX Text

2.5' WIDE NOTCH SEE PLAN FOR ELEVATIONS

AutoCAD SHX Text

NATURAL GROUND

AutoCAD SHX Text

TYPICAL PROFILE - NOT TO SCALE

AutoCAD SHX Text

GEOTEXTILE

AutoCAD SHX Text 2:1

AutoCAD SHX Text 2:1

AutoCAD SHX Text

MATCH ROAD EDGE

AutoCAD SHX Text

TYPICAL 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

EX. RUBBLE TO REMAIN

AutoCAD SHX Text

ROAD

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

COUNTY ROAD 1490

AutoCAD SHX Text

COUNTY ROAD 1435

AutoCAD SHX Text

EXISTING 54"X37.5' STEEL PIPE TO REMAIN IN PLACE

AutoCAD SHX Text

REDIRECT DITCH FLOW

AutoCAD SHX Text

PLACE R150 ROCK ARMOR AS DRAWN. BURY ROCK TOE 2' INTO NG. SEE DETAIL

AutoCAD SHX Text 47'

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 SH1-07.dwg

AutoCAD SHX Text File No.

AutoCAD SHX Text

PLAN MAP

AutoCAD SHX Text Shelby County, Texas

AutoCAD SHX Text

EWP SITE SH1-07

AutoCAD SHX Text

PLAN AND SECTION

AutoCAD SHX Text Center, Texas

AutoCAD SHX Text

RN, HP

AutoCAD SHX Text

HP/JH

AutoCAD SHX Text R. Nelson

AutoCAD SHX Text R. Wenberg

AutoCAD SHX Text 3/1/2021

AutoCAD SHX Text 3/25/2021

AutoCAD SHX Text

COUNTY ROAD 1435&1490

AutoCAD SHX Text Sheet of

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

MATCH ROAD EDGE

AutoCAD SHX Text

TYPICAL ROCK ARMOR SECTION

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text 2:1

AutoCAD SHX Text

NATURAL GROUND

AutoCAD SHX Text

GEOTEXTILE

X

X

X X

X

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

DOWNSTREAM

AutoCAD SHX Text EXISTING 26.5' x 36" HDPE PIPE TO BE REALIGNED AND REPLACED BY CONTRACTOR DURING CONSTRUCTION

AutoCAD SHX Text

UPSTREAM EDGE OF ROAD

AutoCAD SHX Text

DOWNSTREAM EDGE OF ROAD

AutoCAD SHX Text NOTE: CULVERT REPLACEMENT TO BE DELIVERED BY COUNTY AND INSTALLED BY THE CONTRACTOR. CONTRACTOR SHALL DISPOSE OF REPLACED PIPES IN A LEGAL MANNER. SET THE NEW CULVERTS ON THE EXISTING INVERT ELEVATIONS. ALIGN THE NEW CULVERTS WITH THE STREAM CHANNEL WHEN INSTALLED, AS APPROVED BY THE ENGINEER. THIS SITE SHALL REMAIN OPEN TO VEHICULAR TRAFFIC. SEE CONSTRUCTION SPEC 9.

AutoCAD SHX Text

EXISTING FENCE

AutoCAD SHX Text

EXISTING FENCE

AutoCAD SHX Text

TPED

AutoCAD SHX Text EXISTING 27' x 36" HDPE PIPE TO BE REALIGNED AND REPLACED BY CONTRACTOR DURING CONSTRUCTION.

AutoCAD SHX Text TBM2 (OFF THE PAGE): 103.20 LOCATED 49' IN THIS DIRECTION ON THE EAST SIDE OF THE ROAD

AutoCAD SHX Text PLACE R150 RIP RAP AS DRAWN. BURY ROCK TOE 2' INTO NATURAL GROUND AS SHOWN IN THE RIPRAP ARMOR SECTION.

AutoCAD SHX Text

SWALE FOR DITCH WATER

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 SH1-08.dwg

AutoCAD SHX Text File No.

AutoCAD SHX Text

PLAN MAP

AutoCAD SHX Text Shelby County, Texas

AutoCAD SHX Text

EWP SITE SH1-08

AutoCAD SHX Text

PLAN AND SECTION

AutoCAD SHX Text Center, Texas

AutoCAD SHX Text

RN, HP

AutoCAD SHX Text Emily Fauver

AutoCAD SHX Text R. Nelson

AutoCAD SHX Text R. Wenberg

AutoCAD SHX Text 3/1/2021

AutoCAD SHX Text 4/2/2021

AutoCAD SHX Text

COUNTY ROAD 1437

AutoCAD SHX Text Sheet of

AutoCAD SHX Text

AutoCAD SHX Text

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

ROAD EDGE

AutoCAD SHX Text

ELEV. 100.5

X

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 PLACE R150 ROCK ARMORING AS DRAWN BURY ROCK TOE 2' INTO NG AS SHOWN IN ROCK ARMOR DETAIL

AutoCAD SHX Text PLACE R150 ROCK RIPRAP ALONG DITCH AS DRAWN. BURY ROCK TOE 2' INTO NG AS SHOWN IN THE RIPRAP ARMORING DETAIL.

AutoCAD SHX Text CONSTRUCT 22'x11' R150 ROCK CHUTE. SEE DETAIL. WRAP TOP OF ROCK AROUND BASE OF TREE

AutoCAD SHX Text

DOWNSTREAM

AutoCAD SHX Text

UPSTREAM EDGE OF ROAD

AutoCAD SHX Text

DOWNSTREAM EDGE OF ROAD

AutoCAD SHX Text

TRANSITION ROCK ARMORING INTO TOE OF R150 CHECK DAM

AutoCAD SHX Text

R150 CHECK DAM SEE DETAIL

AutoCAD SHX Text

EXTEND APRON TO NG AT CULVERT. CONSTRUCT SWALE IN APRON TO ALLOW FOR DITCH FLOW.

AutoCAD SHX Text

46' X 11' (LXH) HEADWALL TO BE CONSTRUCTED WITH ROCK MAGAZINE SEE DETAIL

AutoCAD SHX Text

33' X 10' (LXH) HEADWALL TO BE CONSTRUCTED WITH ROCK MAGAZINE. SEE DETAIL

AutoCAD SHX Text

EXISTING 132"X55' STEEL PIPE TO REMAIN IN PLACE

AutoCAD SHX Text IN AREAS WHERE ROCK WILL EXTEND PAST THE FENCE. CONTRACTOR SHALL REPAIR THE FENCE AS DESCRIBED IN THE GENERAL NOTES PAGE. SEE PAGE 5 OF 55

AutoCAD SHX Text

BACKFILL AND COMPACT DITCH WITH FILL MATERIAL AS APPROVED BY THE ENGINEER

AutoCAD SHX Text

EXISTING FENCE

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 SH1-09.dwg

AutoCAD SHX Text File No.

AutoCAD SHX Text

PLAN MAP

AutoCAD SHX Text Shelby County, Texas

AutoCAD SHX Text

EWP SITE SH1-09

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text Center, Texas

AutoCAD SHX Text

RN, HP

AutoCAD SHX Text J Herrington

AutoCAD SHX Text R. Nelson

AutoCAD SHX Text R. Wenberg

AutoCAD SHX Text 3/1/2021

AutoCAD SHX Text 3/25/2021

AutoCAD SHX Text

COUNTY ROAD 1520

AutoCAD SHX Text Sheet of

AutoCAD SHX Text

AutoCAD SHX Text 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 Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text SH1-09.dwg

AutoCAD SHX Text File No.

AutoCAD SHX Text Shelby County, Texas

AutoCAD SHX Text

EWP SITE SH1-09

AutoCAD SHX Text

PROFILE AND SECTION

AutoCAD SHX Text Center, Texas

AutoCAD SHX Text

RN, HP

AutoCAD SHX Text J Herrington

AutoCAD SHX Text R. Nelson

AutoCAD SHX Text R. Wenberg

AutoCAD SHX Text 3/1/2021

AutoCAD SHX Text 3/25/2021

AutoCAD SHX Text

COUNTY ROAD 1520

AutoCAD SHX Text Sheet of

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 2:1

AutoCAD SHX Text 2:1

AutoCAD SHX Text

GEOTEXTILE

AutoCAD SHX Text

TYPICAL SECTION - NOT TO SCALE

AutoCAD SHX Text

ROCK CHUTE CROSS SECTION

AutoCAD SHX Text 1:1

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

TOP OF BACKFILL

AutoCAD SHX Text

TOP WALL EL. 101.1

AutoCAD SHX Text

EL. 85.1

AutoCAD SHX Text

US

AutoCAD SHX Text

TOP WALL EL. 101.1

AutoCAD SHX Text

DS

AutoCAD SHX Text

INV. EL. 89.9

AutoCAD SHX Text

INV. EL. 91.1

AutoCAD SHX Text

BOTTOM ROCK 88.5

AutoCAD SHX Text

BOTTOM WALL EL. 90.1

AutoCAD SHX Text 1:1

AutoCAD SHX Text

BOTTOM WALL EL. 91.1

AutoCAD SHX Text

EL. 99.0

AutoCAD SHX Text

EL. 100.3

AutoCAD SHX Text

TOP ROCK 93.0

AutoCAD SHX Text

TOP ROCK 92.0

AutoCAD SHX Text

TIMBER HEADWALL W/ ROCK MAGAZINE

AutoCAD SHX Text

BOTTOM ROCK

AutoCAD SHX Text

GEOTEXTILE

AutoCAD SHX Text

R-150 RIP RAP

AutoCAD SHX Text

BACKFILL

AutoCAD SHX Text

3/4" CABLE

AutoCAD SHX Text

ROCK ARMOR SECTION

AutoCAD SHX Text

TYPICAL SECTION - NOT TO SCALE

AutoCAD SHX Text

2:1 OR FLATTER

AutoCAD SHX Text

NATURAL GROUND

AutoCAD SHX Text

GEOTEXTILE

AutoCAD SHX Text

MATCH ROAD EDGE

AutoCAD SHX Text

ROCK CHUTE PROFILE

AutoCAD SHX Text

TYPICAL PROFILE - NOT TO SCALE

AutoCAD SHX Text 3:1

AutoCAD SHX Text

NATURAL GROUND

AutoCAD SHX Text

GEOTEXTILE

AutoCAD SHX Text 96.1

AutoCAD SHX Text

ROCK CHECK DAM

AutoCAD SHX Text

%%UCHECK DAM CROSS SECTION

AutoCAD SHX Text 3:1

AutoCAD SHX Text

TYPICAL SECTION - NOT TO SCALE

AutoCAD SHX Text

NATURAL GROUND

AutoCAD SHX Text 3:1

AutoCAD SHX Text

DITCH FLOW

AutoCAD SHX Text

GEOTEXTILE

AutoCAD SHX Text

%%UCHECK DAM INTO HEADWALL PROFILE

AutoCAD SHX Text

3' WIDE NOTCH SET AT ELEVATION 96.1

AutoCAD SHX Text

CORE ROCK 2' INTO NATURAL GROUND

AutoCAD SHX Text

NATURAL GROUND

AutoCAD SHX Text

TYPICAL PROFILE - NOT TO SCALE

AutoCAD SHX Text

GEOTEXTILE

AutoCAD SHX Text 2:1

AutoCAD SHX Text 2:1

AutoCAD SHX Text

MATCH TOP OF R150 ROAD ARMOR.

AutoCAD SHX Text

TOP OF ROCK 98.3'

AutoCAD SHX Text

TOP OF ROCK 98.3'

X X

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

DOWNSTREAM

AutoCAD SHX Text

UPSTREAM EDGE OF ROAD

AutoCAD SHX Text

DOWNSTREAM EDGE OF ROAD

AutoCAD SHX Text

CONSTRUCT R150 ROCK CHUTE #1 AS DIMENSIONED. SEE DETAIL

AutoCAD SHX Text

CONSTRUCT R150 ROCK CHUTE #2 AS DIMENSIONED. SEE DETAIL

AutoCAD SHX Text

CONSTRUCT 20' LONG R150 ROCK CHUTE #3 AS DIMENSIONED. SEE DETAIL

AutoCAD SHX Text

FILL BETWEEN CHUTE HEADWALL WITH R150 RIP RAP

AutoCAD SHX Text

REALIGN CHANNEL TO FLOW INTO CHUTE

AutoCAD SHX Text

REALIGN CHANNEL TO FLOW INTO CHUTE

AutoCAD SHX Text

TAPER WIDTH OF CHUTE AS DIMENSIONED

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 SH 1-10.dwg

AutoCAD SHX Text File No.

AutoCAD SHX Text

PLAN MAP

AutoCAD SHX Text Shelby County, Texas

AutoCAD SHX Text

EWP SITE SH1-10

AutoCAD SHX Text

PLAN AND SECTION

AutoCAD SHX Text Center, 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 5/3/2021

AutoCAD SHX Text

COUNTY ROAD 1520

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. 99.8

AutoCAD SHX Text

US

AutoCAD SHX Text

TOP WALL EL. 99.8

AutoCAD SHX Text

DS

AutoCAD SHX Text 1:1

AutoCAD SHX Text

EL. 98.5

AutoCAD SHX Text

EL. 96.5

AutoCAD SHX Text

TYPICAL HEADWALL SECTION

AutoCAD SHX Text

BACKFILL

AutoCAD SHX Text

3/4" CABLES

AutoCAD SHX Text

GEOTEXTILE

AutoCAD SHX Text

EL. 90.5

AutoCAD SHX Text

INV. EL. 88.9

AutoCAD SHX Text

NATURAL GND EL. 88.6

AutoCAD SHX Text

BOTTOM WALL EL. 87.8

AutoCAD SHX Text EL. n/a

AutoCAD SHX Text

INV. EL. 90.2

AutoCAD SHX Text

NG EL. 91.3

AutoCAD SHX Text

BOTTOM WALL EL. 89.8

AutoCAD SHX Text

EXISTING 96"X42' STEEL PIPE TO REMAIN IN PLACE

AutoCAD SHX Text

29' X 12' (LXH) HEADWALL TO BE CONSTRUCTED

AutoCAD SHX Text

42' X 10' (LXH) HEADWALL TO BE CONSTRUCTED

AutoCAD SHX Text

EDGE OF ROAD

AutoCAD SHX Text 2:1

AutoCAD SHX Text 2:1

AutoCAD SHX Text

GEOTEXTILE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

ROCK CHUTE SECTION

AutoCAD SHX Text

MATCH DITCH CHANNEL

AutoCAD SHX Text

ROCK ARMOR SECTION

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

CHUTE 1: 10:1 CHUTE 2: 4:1 CHUTE 3: 2:1

AutoCAD SHX Text

NATURAL GROUND

AutoCAD SHX Text

GEOTEXTILE

XXXX

X

X

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

DOWNSTREAM

AutoCAD SHX Text

UPSTREAM EDGE OF ROAD

AutoCAD SHX Text

DOWNSTREAM EDGE OF ROAD

AutoCAD SHX Text NOTE: CULVERT REPLACEMENT TO BE DELIVERED BY COUNTY AND INSTALLED AT ELEVATIONS OF LOWER CULVERT BY THE CONTRACTOR. CONTRACTOR SHALL DISPOSE OF REPLACED PIPES IN A LEGAL MANNER.

AutoCAD SHX Text

NEW CULVERT ALIGNMENT

AutoCAD SHX Text

EXISTING 21.5' X 18" SOLID STEEL PIPE TO BE REMOVED

AutoCAD SHX Text

EXISTING 20' X 24" PLASTIC PIPE TO BE REMOVED

AutoCAD SHX Text

EXISTING FENCE

AutoCAD SHX Text

NOTE: ALIGN THE NEW CULVERT WITH THE STREAM CHANNEL WHEN INSTALLED.

AutoCAD SHX Text PLACE R150 ROCK ARMORING AS DRAWN. BURY ROCK TOE 2' INTO NG AS SHOWN IN THE ROCK ARMOR DETAIL.

AutoCAD SHX Text

CONSTRUCT SWALE IN ROCK TO ALLOWFOR DITCH WATER

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 SH1-11.dwg

AutoCAD SHX Text File No.

AutoCAD SHX Text

PLAN MAP

AutoCAD SHX Text Shelby County, Texas

AutoCAD SHX Text

EWP SITE SH1-11

AutoCAD SHX Text

PLAN AND SECTION

AutoCAD SHX Text Center, Texas

AutoCAD SHX Text

RN, HP

AutoCAD SHX Text Emily Fauver

AutoCAD SHX Text R. Nelson

AutoCAD SHX Text R. Wenberg

AutoCAD SHX Text 3/1/2021

AutoCAD SHX Text 3/17/21

AutoCAD SHX Text

COUNTY ROAD 1548

AutoCAD SHX Text Sheet of

AutoCAD SHX Text

AutoCAD SHX Text

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

MATCH ROAD EDGE

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

20' X 12.5' (LXH) WINGWALL TO BE CONSTRUCTED

AutoCAD SHX Text PLACE R150 RIPRAP ALONG DITCH CHANNEL INTO MAIN CHANNEL, AS SHOWN IN TYPICAL SECTION. SIDE SLOPES FROM TOP OF EROSION TO FLOW LINE SHALL NOT EXCEED 2:1.

AutoCAD SHX Text

EXISTING 36" CMP CULVERT TO BE REPLACED BY CONTRACTOR DURING CONSTRUCTION

AutoCAD SHX Text

DOWNSTREAM

AutoCAD SHX Text

UPSTREAM EDGE OF ROAD

AutoCAD SHX Text

DOWNSTREAM EDGE OF ROAD

AutoCAD SHX Text

SWALE ROCK FOR CULVERT FLOW

AutoCAD SHX Text

EXISTING FENCE

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 SH 1-12.dwg

AutoCAD SHX Text File No.

AutoCAD SHX Text

PLAN MAP

AutoCAD SHX Text Shelby County, Texas

AutoCAD SHX Text

EWP SITE SH1-12

AutoCAD SHX Text

PLAN AND SECTION

AutoCAD SHX Text Center, 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 4/12/2021

AutoCAD SHX Text

COUNTY ROAD 1520

AutoCAD SHX Text Sheet of

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SET UNDER D.S. CULV INV.

AutoCAD SHX Text

EL. 86.5

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

TOP OF BACKFILL

AutoCAD SHX Text

TOP WALL EL. 100.9

AutoCAD SHX Text

DS

AutoCAD SHX Text 1:1

AutoCAD SHX Text

TYPICAL HEADWALL SECTION W/ DEADMAN

AutoCAD SHX Text

3/4" CABLE

AutoCAD SHX Text

GEOTEXTILE

AutoCAD SHX Text

EL. N/A

AutoCAD SHX Text

NATURAL GND EL. 88.5

AutoCAD SHX Text

BOTTOM WALL EL. 88.4

AutoCAD SHX Text

DEADMAN ANCHORS

AutoCAD SHX Text

U.S. CULV. TOP 100.6

AutoCAD SHX Text

U.S. CULV. INVERT 97.6

AutoCAD SHX Text 3'

AutoCAD SHX Text 2'

AutoCAD SHX Text FOR DOWNSTREAM CULVERT TOP/INVERT ELEVATIONS, SET CULVERT ON GRADE IN THE RANGE OF MIN. 0.5% AND MAX 2%.

AutoCAD SHX Text

BACKFILL

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 NOTE: CULVERT REPLACEMENT TO BE DELIVERED BY COUNTY AND INSTALLED AT ELEVATIONS IN TYPICAL SECTION BY THE CONTRACTOR. CONTRACTOR SHALL DISPOSE OF REPLACED PIPES IN A LEGAL MANNER t u r a l

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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 Laura-EWP SH 2 - 01.dwg

AutoCAD SHX Text File No.

AutoCAD SHX Text

PLAN MAP

AutoCAD SHX Text Shelby County, Texas

AutoCAD SHX Text

EWP SITE SH2-01

AutoCAD SHX Text

PLAN AND SECTION

AutoCAD SHX Text Center, Texas

AutoCAD SHX Text

RN, HP

AutoCAD SHX Text Lucas Ringo

AutoCAD SHX Text R. Nelson

AutoCAD SHX Text R. Wenberg

AutoCAD SHX Text 3/1/2021

AutoCAD SHX Text 3/19/2021

AutoCAD SHX Text

COUNTY ROAD 2033

AutoCAD SHX Text Sheet of

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

25' X 7' (LXH) HEADWALL TO BE CONSTRUCTED

AutoCAD SHX Text

25' X 9' (LXH) HEADWALL TO BE CONSTRUCTED

AutoCAD SHX Text

DOWNSTREAM

AutoCAD SHX Text

102' X 11' (LXH) BAG WALL TO BE CONSTRUCTED

AutoCAD SHX Text

EXISTING 24" X 35' CONCRETE PIPES 1 AND 2 TO BE REPLACED

AutoCAD SHX Text

EXISTING 60" CMP PIPES TO REMAIN IN PLACE

AutoCAD SHX Text

UPSTREAM EDGE OF ROAD

AutoCAD SHX Text

DOWNSTREAM EDGE OF ROAD

AutoCAD SHX Text NOTES: REPLACEMENT CULVERTS TO BE DELIVERED BY COUNTY AND INSTALLED AT ELEVATIONS IN TYPICAL SECTION BY THE CONTRACTOR. CONTRACTOR SHALL DISPOSE OF REPLACED PIPES IN A LEGAL MANNER. REDUCE TOP OF BAGWALL ELEVATION AT NORTH END TO ENABLE DITCH WATER TO FLOW OVER BAGS. THIS SITE SHALL REMAIN OPEN TO VEHICULAR TRAFFIC. SEE CONSTRUCTION SPEC 9.

AutoCAD SHX Text

DOWNSTREAM

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REMOVE EXISTING CONCRETE RUBBLE PLACE BETWEEN BAGWALL AND HEADWALL

t u r a l

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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 Laura-EWP SH 2 - 01.dwg

AutoCAD SHX Text File No.

AutoCAD SHX Text Shelby County, Texas

AutoCAD SHX Text

EWP SITE SH2-01

AutoCAD SHX Text

SECTIONS

AutoCAD SHX Text Center, Texas

AutoCAD SHX Text

RN, HP

AutoCAD SHX Text Lucas Ringo

AutoCAD SHX Text R. Nelson

AutoCAD SHX Text R. Wenberg

AutoCAD SHX Text 3/1/2021

AutoCAD SHX Text 3/19/2021

AutoCAD SHX Text

COUNTY ROAD 2033

AutoCAD SHX Text Sheet of

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NATURAL GROUND

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GEOTEXTILE

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2-#3 X 10" REBAR PER BAG

AutoCAD SHX Text

4-#3 X 10" REBAR PER BAG (TOP BAG)

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2-#4 REBAR PER BAG (BOTTOM BAG)

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NOT TO SCALE

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DETAIL - TOP 3 COURSES

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

DETAIL - BOTTOM 3 COURSES

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2-#3 X 10" REBAR PER BAG

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%%UTYPICAL BAG WALL SECTION

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NOT TO SCALE

AutoCAD SHX Text

EL. 100.3

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EL. 89.3

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EL.1: 96.0 2: 96.3

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TOP OF BACKFILL

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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.1: 93.8 2: 94.2

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NATURAL GROUND

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EL. 91.3

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GEOTEXTILE

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US

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WATERLINE EL. 91.4

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BACKFILL

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NOT TO SCALE

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TOP OF BACKFILL

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TOP WALL EL. 100.6

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US

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TOP WALL EL. 100.6

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DS

AutoCAD SHX Text 1:1

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EL. 1: 98.1 2: 97.4

AutoCAD SHX Text

EL.1:95.9 3:99.3

AutoCAD SHX Text

TYPICAL HEADWALL SECTION

AutoCAD SHX Text

BACKFILL

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3/4" CABLE

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GEOTEXTILE

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EL. 92.9

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INV. EL.3: 94.2 4: 94.7

AutoCAD SHX Text

NATGND EL.3:92.4 4:92.6

AutoCAD SHX Text

BOTTOM WALL EL. 91.6

AutoCAD SHX Text

EL. 94.7

AutoCAD SHX Text

INV.EL.3:94.1 4:94.3

AutoCAD SHX Text

NATGND EL.3:94.5 4:94.3

AutoCAD SHX Text

BOTTOM WALL EL. 93.6

AutoCAD SHX Text 2: 96.2 4: 99.3

AutoCAD SHX Text 3: 99.0 4: 99.3

AutoCAD SHX Text

EL. 1: 95.8 2: 95.2

AutoCAD SHX Text

EL. 1: 93.8 2: 94.1

t u r a l

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C o n s e r v a t i o n

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AutoCAD SHX Text

DOWNSTREAM

AutoCAD SHX Text PLACE R150 RIP RAP AS DRAWN. BURY ROCK TOE 2' INTO NG AS SHOWN IN ROCK ARMOR SECTION

AutoCAD SHX Text

UPSTREAM EDGE OF ROAD

AutoCAD SHX Text

DOWNSTREAM EDGE OF ROAD

AutoCAD SHX Text

56' X 7' (LXH) BAG WALL TO BE CONSTRUCTED

AutoCAD SHX Text

28' X 8' (LXH) BAG WALL TO BE CONSTRUCTED

AutoCAD SHX Text

EXISTING 48"X25' STEEL PIPE TO REMAIN IN PLACE

AutoCAD SHX Text…

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