RFP Attachment 5 Maps.pdf
PDF 8 MB Posted
- Attached to
- Cave Springs Bank Stabilization Federal contract opportunity
- Solicitation number
- 12970223R0043
- Issued by
- Department of Agriculture Forest Service
About this file
This document package includes technical specifications and drawings for a federal construction project. The Cave Springs Bank Stabilization project will involve installing approximately 341 feet of reinforced concrete stepped wall, guardrails, and riprap transitions along Oak Creek in the Coconino National Forest in Arizona. The construction work must be completed between mid-May and mid-July 2024 to minimize impacts to local wildlife. The project is solicited under Solicitation Number 12970223R0043 from the U.S. Department of Agriculture Forest Service. The specifications include design details for the stepped wall foundation, weep holes, form liner textures, joint layout, and wingwall foundations. Cross-section and plan drawings depict existing conditions, proposed work limits, and stakeout control points.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Construction_RFP-12970223R0043 rev 1.pdf | ||
| Construction_RFP-12970223R0043 Questions and Answers rev 1.pdf | ||
| RFP Attachment 4 12970223R0043- SF 1442 Amendment 1.pdf | ||
| RFP Attachment 2 Schedule of Items Cave Spring CG Road Bank Stabilization rev 2.xlsx | XLSX spreadsheet | |
| Site Visit Sign In Sheet.pdf | ||
| Construction_RFP-12970223R0043 Questions and Answers.pdf | ||
| RFP Attachment 2 Schedule of Items Cave Spring CG Road Bank Stabilization rev 1.xlsx | XLSX spreadsheet | |
| Construction_RFP-12970223R0043.pdf | ||
| RFP Attachment 1 Cave Springs Bank Stabilization SOW.pdf | ||
| RFP Attachment 3 FSSS Specifications.pdf | ||
| RFP Attachment 2 Schedule of Items Cave Spring CG Road Bank Stabilization.xlsx | XLSX spreadsheet | |
| RFP Attachment 4 12970223R0043- SF 1442.pdf | ||
| RFP Attachment 6 WD AZ20230008.pdf |
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Text version
FOREST LOCATION
VICINITY MAP
TRAVEL DIRECTIONS:
SHEET OF
United States Department of Agriculture
Forest Service
CAVE SPRINGS SCOUR PROTECTION
FROM THE COCONINO NATIONAL FOREST SUPERVISOR'S OFFICE, TRAVEL SOUTH ON S THOMPSON
ST FOR 0.1 MILES. TURN LEFT ONTO W UNIVERSITY AVENUE FOR 0.3 MILES. TURN RIGHT ONTO AZ
89A S FOR 2.8 MILES. GO THROUGH TRAFFIC CIRCLE AND STAY N AZ 89A S FOR 13 MILES. TURN
RIGHT ONTO THE CAVE SPRINGS CAMPGROUND ACCESS ROAD. FOLLOW ACCESS ROAD FOR
APPROXIMATELY 0.2 MILES. PROJECT IS ON THE LEFT, NEAR THE ENTRANCE KIOSK.
LATITUDE 34.998847° LONGITUDE -111.739711°.
RECOMMENDED BY:
APPROVED:
FOREST ENGINEER
DISTRICT RANGER DATE
DATE
DATE
4/2 /23
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ARIZONA
COCONINO COUNTY
(R03) SOUTHWESTERN REGION
COCONINO NATIONAL FOREST
RED ROCK RANGER DISTRICT
INDEX OF SHEETS
SHEET SHEET TITLE DATE
G-01 COVERSHEET
G-02 GENERAL NOTES AND WALL LAYOUT DATA
G-03 GENERAL NOTES
S-01 EXISTING SITE MAP
S-02 SITE PLAN
C-01 PLAN AND PROFILE
C-02 DEWATERING PLAN
C-03 GROUTED RIPRAP TRANSITIONS
C-04 TYPICAL SECTIONS EXISTING AND PROPOSED
C-05 CONCRETE STEPWALL DETAILS
C-06 STEPWALL FOUNDATION AND WEEPHOLE DETAILS
C-07 CONCRETE WINGWALL AND DETAILS
C-08 G4 W-BEAM GUARDRAIL DETAILS
C-09 GUARDRAIL ANCHORAGE ASSEMBLY DETAILS
C-10 GUARDRAIL FLARED TERMINAL DETAILS
X-01 CROSS SECTION VIEWS STA 0+25 & 0+50
X-02 CROSS SECTION VIEWS STA 0+75 & 1+00
X-03 CROSS SECTION VIEWS STA 1+25 & 1+50
X-04 CROSS SECTION VIEWS STA 1+75 & 2+00
X-05 CROSS SECTION VIEWS STA 2+25 & 2+50
X-06 CROSS SECTION VIEWS STA 2+75 & 3+00
X-07 CROSS SECTION VIEWS STA 3+25
FOREST SUPERVISOR
GAURDRAIL (1) PROFILE
WALL BASE ELEVATION
POINT #
NORTHING
5047.23
5039.60
5031.97
5023.25
5013.64
5003.84
4994.04
4984.24
4974.37
4964.51
4954.64
4944.79
4935.28
4925.77
4916.27
4906.76
4897.72
4888.77
4879.82
4871.33
4863.93
4856.52
4848.89
4840.91
4832.94
4824.97
4817.00
4809.02
4801.05
4793.08
4786.12
4779.67
4773.22
4766.77
4760.24
EASTING
9987.82
9994.29
10000.75
10005.43
10008.05
10010.05
10012.05
10014.00
10015.64
10017.27
10018.90
10020.58
10023.68
10026.79
10029.89
10032.99
10037.23
10041.69
10046.15
10051.29
10058.01
10064.73
10071.17
10077.21
10083.25
10089.28
10095.32
10101.36
10107.39
10113.43
10120.54
10128.18
10135.82
10143.46
10151.03
ELEVATION
5987.00
5986.93
5986.87
5986.80
5986.73
5986.67
5986.60
5986.53
5986.46
5986.40
5986.33
5986.26
5986.20
5986.13
5986.06
5986.00
5985.93
5985.86
5985.80
5985.73
5985.66
5985.59
5985.53
5985.46
5985.39
5985.33
5985.26
5985.19
5985.13
5985.06
5984.99
5984.93
5984.86
5984.79
5984.72
DESCRIPTION
BOTTOM OF WALL
BOTTOM OF WALL
BOTTOM OF WALL
BOTTOM OF WALL
BOTTOM OF WALL
BOTTOM OF WALL
BOTTOM OF WALL
BOTTOM OF WALL
BOTTOM OF WALL
BOTTOM OF WALL
BOTTOM OF WALL
BOTTOM OF WALL
BOTTOM OF WALL
BOTTOM OF WALL
BOTTOM OF WALL
BOTTOM OF WALL
BOTTOM OF WALL
BOTTOM OF WALL
BOTTOM OF WALL
BOTTOM OF WALL
BOTTOM OF WALL
BOTTOM OF WALL
BOTTOM OF WALL
BOTTOM OF WALL
BOTTOM OF WALL
BOTTOM OF WALL
BOTTOM OF WALL
BOTTOM OF WALL
BOTTOM OF WALL
BOTTOM OF WALL
BOTTOM OF WALL
BOTTOM OF WALL
BOTTOM OF WALL
BOTTOM OF WALL
BOTTOM OF WALL
E L
E V
A T
I O
N
F
E E
T
3+25.00
CONTROL POINT TABLE
POINT #
NORTHING
5000.00
5039.78
4723.52
4819.72
4973.57
EASTING
10000.00
10081.34
10168.65
10073.18
10094.61
ELEVATION
6000.00
6000.90
5997.32
6001.08
5999.75
DESCRIPTION
CTRL1
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DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/2 /23
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(R03)
SOUTHWESTERN REGION
CAVE SPRINGS SCOUR
PROTECTION
COCONINO
NATIONAL FOREST
RED ROCK RANGER DISTRICT
GENERAL NOTES AND
WALL LAYOUT DATA
11/18/2019
FS090523_R102013_L1-002.dwg
J.BERRY
J.BERRY
R. HOLT
G-02
DESIGN DATA
DRAINAGE AREA = 89.9 mi²
EVENT
FLOW (CFS)
Q2 1080
Q10 3610
Q25 6350
Q50 9230
Q100
12,700
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AutoCAD SHX Text DESIGN: REINFORCING STEEL DETAILED FOR TEMPERATURE AND SHRINKAGE ACCORDING TO ACI 318. REINFORCING STEEL DETAILED FOR TEMPERATURE AND SHRINKAGE ACCORDING TO ACI 318. GUARDRAIL DESIGN DATA: : ROADWAY DESIGN SPEED: 15 MPH HYDROLOGY/HYDRAULICS: THIS STRUCTURE IS DESIGNED TO PASS THE 100-YEAR FREQUENCY FLOOD (Q100). THIS STRUCTURE IS DESIGNED TO PASS THE 100-YEAR FREQUENCY FLOOD (Q100).100).).
AutoCAD SHX Text GENERAL NOTES: SPECIFICATIONS: THE WORK SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY : THE WORK SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-14 US CUSTOMARY UNITS) AS MODIFIED FOR THIS CONTRACT. GEOTECHNICAL REPORT: A GEOTECHNICAL REPORT IS NOT AVAILABLE FOR THIS SITE. BEDROCK (SANDSTONE) IS PRESENT IN THE STREAM THALWEG, AND IS : A GEOTECHNICAL REPORT IS NOT AVAILABLE FOR THIS SITE. BEDROCK (SANDSTONE) IS PRESENT IN THE STREAM THALWEG, AND IS ASSUMED TO BE WITHIN 3 VERTICAL FEET OF THE THALWEG ELEVATION. TO EMBED CONCRETE INTO BEDROCK, IT IS ASSUMED BEDROCK WILL NEED TO BE CUT AT THE EXCAVATION LIMITS AND CHIPPED OUT WITH A HYDRAULIC HAMMER SOIL AT THE SITE IS ASSUMED TO BE PREDOMINATLY SAND WITH GRAVEL OR SILT. UTILITIES: THE CONTRACTOR IS RESPONSIBLE FOR REQUESTING A UTILITY LOCATE. (ARIZONA 811) : THE CONTRACTOR IS RESPONSIBLE FOR REQUESTING A UTILITY LOCATE. (ARIZONA 811) IN-STREAM WORK WINDOW: MID-MAY THROUGH MID-JULY 2024. N-STREAM WORK WINDOW: MID-MAY THROUGH MID-JULY 2024. : MID-MAY THROUGH MID-JULY 2024. NOXIOUS WEED CONTROL: ALL CONSTRUCTION EQUIPMENT SHALL BE CLEANED AND POWER WASHED AND FREE OF DIRT & DEBRIS PRIOR TO ENTRY ON ALL CONSTRUCTION EQUIPMENT SHALL BE CLEANED AND POWER WASHED AND FREE OF DIRT & DEBRIS PRIOR TO ENTRY ON NATIONAL FOREST LANDS. ARCHAEOLOGICAL SITES: SHOULD ARCHAEOLOGICAL OR PALEONTOLOGICAL REMAINS OR SPECIMENS BE DISCOVERED, SUSPEND OPERATIONS AT THE DISCOVERY SHOULD ARCHAEOLOGICAL OR PALEONTOLOGICAL REMAINS OR SPECIMENS BE DISCOVERED, SUSPEND OPERATIONS AT THE DISCOVERY SITE AND NOTIFY THE CO. EXCAVATION: THE CONTRACTOR MAY USE EXCESS EXCAVATION IF THE MATERIAL MEETS THE REQUIREMENTS OF THE APPLICABLE STANDARD AND SUPPLEMENTAL THE CONTRACTOR MAY USE EXCESS EXCAVATION IF THE MATERIAL MEETS THE REQUIREMENTS OF THE APPLICABLE STANDARD AND SUPPLEMENTAL SPECIFICATIONS. ANY EXCESS AND UNSUITABLE EXCAVATION SHALL BE REMOVED FROM NATIONAL FOREST LAND IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. REMOVAL IS INCIDENTAL TO PAY ITEM 20305. TEMPORARY BYPASS: COMPLY WITH ALL STATE AND FEDERAL REQUIREMENTS. A DEWATERING PLAN MUST BE SUBMITTED 30 DAYS IN ADVANCE OF COMPLY WITH ALL STATE AND FEDERAL REQUIREMENTS. A DEWATERING PLAN MUST BE SUBMITTED 30 DAYS IN ADVANCE OF COMPLY WITH ALL STATE AND FEDERAL REQUIREMENTS. A DEWATERING PLAN MUST BE SUBMITTED 30 DAYS IN ADVANCE OF CONSTRUCTION. TRAFFIC CONTROL PLAN: A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED FOR APPROVAL 30 DAYS IN ADVANCE OF CONSTRUCTION THAT WILL IMPACT TRAFFIC. : A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED FOR APPROVAL 30 DAYS IN ADVANCE OF CONSTRUCTION THAT WILL IMPACT TRAFFIC. SIGNING FOR TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) LATEST VERSION. ALL TRAFFIC CONTROL SIGNS SHALL BE FURNISHED AND MAINTAINED AT THE CONTRACTORS EXPENSE. SILT FENCE: LOCATIONS OF SILT FENCE AND SEDIMENT BASINS SHALL BE APPROVED BY THE CO. REFER TO SUPPLEMENT SPECIFICATION IN 157. LOCATIONS OF SILT FENCE AND SEDIMENT BASINS SHALL BE APPROVED BY THE CO. REFER TO SUPPLEMENT SPECIFICATION IN 157. EROSION CONTROL MAT: INSTALL EROSION CONTROL MAT WITHIN 48 HOURS AFTER SEEDING. SEE SPECIFICATION 625 & 629. INSTALL EROSION CONTROL MAT WITHIN 48 HOURS AFTER SEEDING. SEE SPECIFICATION 625 & 629. STAGING AREAS: STAGING AREAS SHALL BE APPROVED BY THE CO PRIOR TO THEIR USE. STAGING AREAS SHALL BE APPROVED BY THE CO PRIOR TO THEIR USE. SPILL PREVENTION PLAN: SHALL BE SUBMITTED AND APPROVED BY THE CO PRIOR TO MOBILIZATION TO THE PROJECT SITE. ANY RE-FUELING SITES SHALL BE : SHALL BE SUBMITTED AND APPROVED BY THE CO PRIOR TO MOBILIZATION TO THE PROJECT SITE. ANY RE-FUELING SITES SHALL BE LOCATED AT LEAST 100 HORIZONTAL FEET AWAY FROM OAK CREEK WATER AND OTHER DRAINAGES. CONTAINMENT BERMS SHALL BE CONSTRUCTED AROUND ANY FUEL TANKS PLACED ON THE GROUND SURFACE.
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United States Department of Agriculture Forest Service
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PROTECTION
COCONINO
NATIONAL FOREST
RED ROCK RANGER DISTRICT
GENERAL NOTES
11/18/2019
FS090523_R102013_L1-002.dwg
J.BERRY
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G-03
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GENERAL NOTES: STAGING AREAS: STAGING OF EQUIPMENT, MATERIALS, AND RIPRAP TO BE USED/RE-USED AT THE TOP OF THE WALL WILL BE LIMITED TO HARDENED AREAS, INCLUDING VACANT CAMPSITES OR ASPHALT WHERE GROUND DISTURBANCE ALREADY EXISTS. INGRESS AND EGRESS TO THE CHANNEL SHALL BE LIMITED TO ONE LOCATION AT THE UPSTREAM END OF THE PROJECT TO BE MARKED BY THE COR. MINIMIZE DISTURBANCE TO THE STREAM CHANNEL DURING ALL CONSTRUCTION ACTIVITIES. EXISTING GROUTED RIPRAP SHALL BE REMOVED USING EQUIPMENT STAGED ON THE CAMPGROUND ACCESS ROAD RATHER THAN IN THE STREAM CHANNEL, TO THE GREATEST EXTENT POSSIBLE. PRIOR TO CONSTRUCTION ACTIVITIES IN OR NEAR THE STREAM CHANNEL, THE CHANNEL MUST BE DEWATERED; DISCHARGE NEEDS TO BE RETURNED TO THE CHANNEL. EXCESS MATERIALS, GRAVEL, AND UNUSED RIPRAP MUST BE HAULED OFF-SITE. CONSTRUCTION ACTIVITIES MUST OCCUR DURING PERIODS WHERE FLOOD FLOWS ARE LEAST LIKELY. PRESERVE VEGETATION (PARTICULARLY TREES) ALONG STREAM BANK WHERE PRACTICABLE AND WHERE IT WILL NOT COMPROMISE THE STRUCTURAL INTEGRITY OF THE FEATURES TO STABILIZE THE BANK. PRESERVE CULTURAL HERITAGE FEATURES OR SITES WITHIN THE CAVE SPRINGS CAMPGROUND. RIPRAP REMOVAL: CHANNEL MUST BE DEWATERED THROUGH REROUTING PRIOR TO EXCAVATION AND REMOVAL OF THE EXISTING RIPRAP TO MINIMIZE EFFECTS TO WILDLIFE AND AQUATIC SPECIES. ONCE ALL CONSTRUCTION ACTIVITIES ARE COMPLETED WATER MUST THEN BE RETURNED TO THE CHANNEL. THE EXTERIOR OF THE WALL SHALL BE FINISHED WITH A CONCRETE FORM LINER TO ACHIEVE THE DESIRED AESTHETIC AND TEXTURAL QUALITIES FOR PRESERVATION OF THE VIEWSCAPE AND TO FACILITATE SNAKE MOVEMENT. VERTICAL PORTIONS OF WALL STEPS SHALL BE NUBBY, WITH AT LEAST 1/8-INCH RAISED BUMPS. CONTRACTOR SHALL SUBMIT CONCRETE MOLDS FOR APPROVAL. TO MINIMIZE IMPACTS TO NARROW-HEADED GARTERSNAKES: EROSION CONTROL MATERIALS (SUCH AS EROSION CONTROL MATTING AND WATTLES) AND RODENT PROOFING MATERIALS SHALL NOT HAVE A MESH SIZE OPENING GREATER THAN 1/8-INCH. IF A WATER PUMP(S) IS USED, ALL REQUIRE FOOT VALVE(S) WITH SCREENING AND SHALL NOT BE GREATER THAN 1/8-INCH MESH. ALL WORK SHALL OCCUR DURING THE PERIOD FROM MAY 1 THROUGH JULY 2024, TO MINIMIZE IMPACTS TO NARROW-HEADED GARTERSNAKES. CONSTRUCTION ACTIVITIES WILL BE LIMITED TO MAY 1 THROUGH JULY 31. IN-CHANNEL WORK MUST WAIT UNTIL MID-MAY AND BE COMPLETED BY MID-JULY, BEFORE GARTERSNAKE BIRTHING AND THE POSSIBLE START OF MONSOON FLOODING. A BIOLOGICAL MONITOR(S) SHALL BE REQUIRED DURING ALL CONSTRUCTION ACTIVITIES. IF CONSTRUCTION IS OCCURRING IN SEPARATE AREAS, A BIOLOGICAL MONITOR SHALL BE REQUIRED FOR EACH SEPARATE AREA WHERE CONSTRUCTION IS OCCURRING. BIOLOGICAL MONITOR CONTACT INFORMATION: ERIKA NOWAK(NAU, LEAD) (928)699-6722, ERIKA.NOWAK@NAU.EDU JANIE AGYAGOS(USFS) (928)300-0523, JANIE.AGYAGOS2USDA.GOV ALL CONTRACTOR CREW MEMBERS WILL BE TRAINED ON NARROW-HEADED GARTERSNAKE IDENTIFICATION AND REPORTING REQUIREMENTS BEFORE CONSTRUCTION OCCURS. PRIOR TO AND DURING DEWATERING, COORDINATE WITH THE FISH BIOLOGIST(MATT O'NEIL) TO ENSURE REMOVAL OF FISH FROM THE CONSTRUCTION AREA TO BE DEWATERED. THE CAMPGROUND AND IMMEDIATE AREA WILL BE CLOSED TO THE PUBLIC DURING CONSTRUCTION. THE FOREST SERVICE WILL OBTAIN THE REQUIRED ARMY CORPS OF ENGINEERS 404 PERMIT PRIOR TO CONSTRUCTION AND THE CONTRACTOR WILL BE RESPONSIBLE FOR FOLLOWING AND ADHERING TO ALL ASPECTS OF THE PERMIT. .
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DRAWING TITLE
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ARCHIVE NO.
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PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/2 /23
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CAVE SPRINGS SCOUR
PROTECTION
COCONINO
NATIONAL FOREST
RED ROCK RANGER DISTRICT
EXISTING SITE MAP
11/18/2019
FS090523_R102013_L1-002.dwg
J.BERRY
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S-01
2204Feet
SCALE
60300
CP 1
CP 2
CP 3
CP 4
CP 5
LEGEND:
LARGE TREE
CONTROL POINT
5-FOOT CONTOUR
1-FOOT CONTOUR
EXISTING ROADWAY
EXISTING GROUTED RIPRAP
OAK CREEK
FLOW
1. IN THE EVENT THAT PREVIOUSLY UNDISCOVERED
CULTURAL RESOURCES ARE ENCOUNTERED DURING
THE COURSE OF THE PROJECT, ALL
GROUND-DISTRUBING ACTIVITIES WILL BE HALTED
UNTIL EVALUATED BY A GOVERNMENT
ARCHAEOLOGIST. IF NECESSARY, THE PROJECT MAY BE
MODIFIED IN ORDER TO PROTECT RESOURCES BEFORE
WORK CONTINUES.
2. POINTS SHOWN IN THE TABLE ON G-02 ARE IN U.S.
SURVEY FEET, BASED ON AN ARBITRARY COORDINATE
SYSTEM
3. NOTIFY THE CONTRACTING OFFICER OF ANY MISSING
CONTROL POINTS PRIOR TO STAKING FOR THE
AFFECTED WORK. THE CONTRACTOR SHALL PROVIDE
THEIR OWN CONTROL POINTS AS NEEDED, IN ORDER TO
COMPLETE THE REQUIRED WORK.
SHEET NOTES:
PARKING
AREA
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ARCHIVE NO.
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United States Department of Agriculture Forest Service
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RED ROCK RANGER DISTRICT
SITE PLAN
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1. REFER TO "C" SHEETS FOR WALL LOCATION AND
ELEVATION.
2. REFER TO "C" SHEETS FOR CONSTRUCTION DETAILS.
3. CONSTRUCTION STAKING SHALL BE COMPLETED BY THE
CONTRACTOR, AND APPROVED BY THE CONTRACTING
OFFICER.
4. SEE SHEET G-02 FOR CONSTRUCTION STAKEOUT
POINTS.
5. EQUIPMENT AND MATERIALS SHALL BE STAGED AT THE
EXISTING PARKING AREA. ADDITIONAL STAGING AREAS
SHALL BE PROPOSED BY THE CONTRACTOR, AND
APPROVED BY THE CONTRACTING OFFICER.
SHEET NOTES:
PRESERVE EXISTING TREES
IF POSSIBLE
PRESERVE EXISTING TREES
IF POSSIBLE
NEW REINFORCED
CONCRETE STEP WALL
(LENGTH: 341 FEET)
INSTALL NEW
WEATHERING STEEL
GUARDRAIL WITH
TAPERED END SECTIONS
INSTALL GROUTED RIPRAP
TRANSITION, FROM WALL
TO FINISHED GROUND
INSTALL GROUTED RIPRAP
TRANSITION, FROM WALL
TO FINISHED GROUND
122' -0" (APPROX.)
Feet
SCALE
60300
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2+
2+67
2+00
3+50 3+52
E L
E V
A T
I O
N
F
E E
T
E L
E V
A T
I O
N
F
E E
T
STATION (FEET)
BOTTOM WALL PROFILE
-0+15 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+503+55
-0.66%
S T
A
B
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I N
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O T
T O
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S T
A
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A
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A
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10 FT
TRANSITION
EXISTING GROUND
TOP OF FIRST CONCRETE STEP
THALWEG PROFILE
TOP OF CONCRETE STEPPED WALL
10 FT
TRANSITION
6 FT HIGH CONCRETE
STEPWALL REVETMENT
S T
A
E L
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/2 /23
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-1 4-
RE
V.
DW
G;
(R03)
SOUTHWESTERN REGION
CAVE SPRINGS SCOUR
PROTECTION
COCONINO
NATIONAL FOREST
RED ROCK RANGER DISTRICT
PLAN AND PROFILE
11/18/2019
FS090523_R102013_L1-002.dwg
J.BERRY
J.BERRY
R. HOLT
C-01
DAYLIGHT CUT (TYP.)
DAYLIGHT FILL (TYP.)
1. REFER TO "X" SHEETS FOR CROSS SECTION DETAILS.
2. REFER TO SHEET C-03 FOR END TRANSITION DETAILS.
SHEET NOTES:
Feet
1:360
60300
VERTICAL SCALE: 1" = 30'
HORIZONTAL SCALE: 1" = 30'
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DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
/14
/19
:0 9 C
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AD
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CA
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PR
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G
PL
AN
-1
5-
.D
W G;
(R03)
SOUTHWESTERN REGION
CAVE SPRINGS SCOUR
PROTECTION
COCONINO NATIONAL
FOREST
RED ROCK RANGER DISTRICT
DEWATERING PLAN
11/18/2019
FS090523_R102013_L1-002.dwg
M. ALANIZ
M. ALANIZ
R. HOLT
C-02
CHANNEL WIDTH
WIDTH VARIES
(SEE NOTE BELOW)
FLEXIBLE PIPE
SAND BAG (TYP.)
SANDBAG ELEVATION VIEW
N.T.S.
NOTE: ASSEMBLE ALL SAND BAGS TO A HEIGHT AND
WIDTH NECESSARY TO PREVENT WATER FROM
SEEPING AROUND, OVER OR THROUGH THE BARRIER.
STRAW BALES SECTION DETAIL
SECURE EACH BALE
WITH MIN. TWO (2)
STAKES
WRAP STRAW BALES WITH
GEOTEXTILE. SEE DETAIL
BELOW.
HEIGHT VARIES
(SEE NOTE BELOW)
WIDTH VARIES
(SEE NOTE BELOW)
N.T.S.
NOTE: ASSEMBLE ALL STRAW BALES TO A HEIGHT AND
WIDTH NECESSARY TO PREVENT WATER FROM
SEEPING AROUND, OVER OR THROUGH THE BARRIER.
STRAW BALES PLAN
N.T.S.
F L O
W
EDGE OF CHANNEL
DEWATERING AND SEDIMENT
CONTROL PLAN
N.T.S.
1. CONTRACTOR SHALL IMPLEMENT A DEWATERING PLAN, IN ACCORDANCE WITH THE EXAMPLE
DEWATERING AND SEDIMENT CONTROL PLAN SHEET PROVIDED. THE FINAL PLAN MAY VARY IN
ACCORDANCE TO EXISTING SITE CONDITIONS AT THE TIME OF WORK.
2. CONTRACTOR SHALL SUBMIT A DEWATERING PLAN PRIOR TO THE START OF WORK. THE PLAN SHALL CALL OUT MATERIALS, ANTICIPATED FLOWS AND PUMP AND PIPE SIZES, SIZE OF TEMPORARY DAMS, AND POSITIONING OF DEWATERING APPARATUS. THE PLAN SHALL BE APPROVED BY THE
CONTRACTING OFFICER PRIOR TO THE START OF WORK, AND NO WORK SHALL COMMENCE ONSITE
WITHOUT AN APPROVED DEWATERING PLAN.
3. THE DEWATERING PLAN SHALL COMPLY WITH ALL CLEAN WATER REGULATIONS, AND STATE AND
LOCAL BEST MANAGEMENT PRACTICES.
4. REMOVE AND DISPOSE OF ALL TEMPORARY DAMS AND OTHER MATERIALS OFF OF THE PROJECTE
SITE AFTER ALL WORK IS COMPLETED AND ACCEPTED.
DEWATERING NOTES:
WRAP EACH BALE
WITH GEOTEXTILE,
CLASS 1-B
STRAW BALESTRAW BALE
WRAP EACH BALE
WITH GEOTEXTILE,
CLASS 1-B
STRAW BALES PERSPECTIVE
N.T.S.
PLASTIC, 10 MIL (TYP.),
BURIED 18" (MIN.)
SANDBAG END VIEW
N.T.S.
FLEXIBLE PIPE, LAY ON
THE BOTTOM OF THE
STREAM
STREAM
BOTTOM
SAND BAG
(TYP.)
HEIGHT VARIES
(SEE NOTE BELOW)
PLACE RIPRAP OR PLASTIC SHEET TO
PREVENT TURBIDITY AND SCOUR AT OUTLET
OF PUMP DISCHARGE LINE.
USE APPROPRIATELY SIZED
FLEXIBLE PIPE, TO BE UTILIZED
DURING NON-WORKING HOURS
USE MINIMUM 4" DIAM. PUMP
DISCHARGE LINE, TO BE
UTILIZED DURING WORKING
HOURS
WORK ZONE
TEMPORARY DAM
EDGE OF CHANNEL
TEMPORARY DAM
DISCHARGE EXCESS
TURBID WATER BEHIND
TEMPORARY DAM
POSITION DISCHARGE HOSE TO
BROADCAST TURBID WATER
THROUGHOUT SURROUNDING
VEGETATION. HOSE DISCHARGE
SHALL BE PLACED AT LEAST 100
FEET AWAY FROM THE STREAM
F
L
O
W
PUMP DISCHARGE LINE (BYPASS),
SIZED TO ACCOMMODATE FLOW
AT TIME OF WORK
PUMP
PUMP
PUMP
DISCHARGE EXCESS
TURBID WATER IN FRONT
OF TEMPORARY DAM
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3+50
3+52
NOTES:
1. PLACE RIPRAP AGAINST EDGE OF
NEW CONCRETE; FINISHED SURFACE
OF RIPRAP SHALL ALSO BE EQUAL TO
THE FINISHED SURFACE OF NEW
CONCRETE.
2. PLACE GROUT ALONG EDGE OF
CONCRETE, WITH GROUT
OVERLAPPING CONCRETE 24 INCHES.
3. BLEND GROUT INTO NATIVE SURFACE
WHERE KEYWAY IS LOCATED. GROUT
SHALL EXTEND FULL DEPTH OF
KEYWAY.
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/2 /23
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G;
(R03)
SOUTHWESTERN REGION
CAVE SPRINGS SCOUR
PROTECTION
COCONINO
NATIONAL FOREST
RED ROCK RANGER DISTRICT
GROUTED RIPRAP
TRANSITIONS
11/18/2019
FS090523_R102013_L1-002.dwg
M. ALANIZ
M. ALANIZ
R. HOLT
C-03
F
L
O
W
BOTTOM OF CONCRETE
STEPWALL
GROUTED RIPRAP KEYWAY,
3 FEET WIDE. SEE DETAIL
BELOW
INSTALL GROUTED RIPRAP
TRANSITION AT END OF
CONCRETE STEPWALL
TOP OF CONCRETE
STEPWALL
END TRANSITION AT STA 3+41
SCALE: 1" = 10'
BOTTOM OF CONCRETE
STEPWALL
GROUTED RIPRAP KEYWAY,
3 FEET WIDE. SEE DETAIL
BELOW
TOP OF CONCRETE
STEPWALL
INSTALL GROUTED RIPRAP
TRANSITION AT END OF
CONCRETE STEPWALL
105°
F
L
O
W
END TRANSITION AT STA 0+00
SCALE: 1" = 10'
EXISTING
GROUND
NEW
CONCRETE
STEPWALL
BOTTOM OF
STEPWALL
M
I N
GROUTED RIPRAP TRANSITION
NOT TO SCALE
T
Y
P
INSTALL GROUTED RIPRAP
TRANSITION AT END OF CONCRETE
STEPWALL, 10 FT LONG (TYP.)
INSTALL GROUTED RIPRAP KEYWAY,
3 FT WIDE, AND EXTENDED TO A
DEPTH EQUAL TO THE BOTTOM OF
THE CONCRETE STEPWALL
3'
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PROPOSED STEPPED SLOPE
PROTECTION. ADJUST FINAL
ELEVATIONS TO MEET GRADE AND
EMBEDMENT REQUIREMENTS
BOTTOM OF STEPPED WALL
MAY BE 2 FT. OR MORE BELOW
THALWEG ELEVATION OF
STREAM. BEDROCK ELEVATION
IS UNKNOWN BUT ASSUMED TO
BE NEAR THE SURFACE. PLACE
BOTTOM OF WALL AT
ELEVATIONS SHOWN ON SHEET
G-02. SEE SHEET C-06 FOR
ADDITIONAL DETAILS.
REPLACE GROUTED RIPRAP TO A TOP
ELEVATION THAT MATCHES THE EXISTING
ELEVATION. USE OF EXISTING RIPRAP TO
INCORPORATE INTO GROUTED RIPRAP IS
ACCEPTABLE.
1+50
-5 0 +5 +10 +20 +30 +40
1.5H : 1 V MAX. UNLESS
OTHERWISE APPROVED BY
THE CONTRACTING OFFICER
PLACE GUARDRAIL AS SHOWN ON
SHEET S-02- SITE PLAN
INSTALL WEEPHOLE AND DRAINAGE
SYSTEM. SEE SHEET C-06 FOR
DETAILS.
SEE GUARDRAIL
DETAILS
APPROXIMATE LIMITS OF EXISTING
GROUTED RIPRAP. REMOVE AND
REUSE FOR SLOPE FILL AND
PROTECTION AS APPROVED BY CO.
REMOVE ALL EXCESS GROUTED
RIPRAP AND DISPOSE OF OFF US
FOREST SERVICE LANDS. EXISTING
GROUT MAY HAVE REBAR.
EXISTING GROUND
EXTENT OF SCOUR UNDER
EXISTING GROUTED RIPRAP
EXISTING STREAMBED
1+50
-5 0 +5 +10 +20 +30 +40
EXISTING
ROADWAY
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/2 /23
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-1 4-
RE
V.
DW
G;
(R03)
SOUTHWESTERN REGION
CAVE SPRINGS SCOUR
PROTECTION
COCONINO
NATIONAL FOREST
RED ROCK RANGER DISTRICT
TYPICAL SECTIONS
EXISTING AND
PROPOSED
11/18/2019
FS090523_R102013_L1-002.dwg
J. BERRY
J. BERRY
R. HOlt
C-04
PLANNED STEPPED WALL
EXISTING CONDITION
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1'-4"
NO. 4 REBAR @ 12" O.C. ALONG EACH
FACE EACH DIRECTION
NO. 4 REBAR @ 12" O.C.
INCREASE HEIGHT OF WALL
IF NEEDED TO EMBED
BOTTOM OF WALL INTO
BEDROCK A MINIMUM OF 6".
3" COVER MIN.
WHERE FORMLINER IS
USED, PROVIDE MIN OF 2"
COVER PLUS MAXIMUM
RELIEF, OTHERWISE,
PROVIDE 2
" COVER.
NO. 4 REBAR TOP AND
BOTTOM OF RISER
EPOXY # 6 REBAR 2' INTO BEDROCK.
EXTEND 6" INTO CONCRETE
10 FT O.C.
NO. 5 REBAR @ 12" O.C.
CONCRETE STEPWALL
REVETMENT DETAIL
(NOT TO SCALE)
" PREFORMED
EXPANSION
JOINT FILLER
STOP ALL STEEL 2"
CLEAR OF JOINT
3/4" V-GROOVE FULL HEIGHT OF
EXPOSED FACE OF WALL
EXPANSION
JOINT
(NTS)
CONTRACTION OR
CONSTRUCTION
JOINT (NTS)
EXPOSED FACE
CONTINUOUS REBAR THROUGH JOINT
1/8" BOND BREAKER IF
CONSTRUCTION JOINT
EXTEND CLASS 2, TYPE A
GEOTEXTILE (NON-WOVEN) 2 FT
EITHER SIDE OF JOINTS ON
BACKSIDE OF JOINTS
NOTES:
1. CONTRACTION OR CONSTRUCTION
JOINTS SHALL BE SPACED EVERY
25 FEET.
2. EXPANSION JOINTS SHALL BE
SPACED EVERY 75 FEET, AND AT
THE END AFTER FINAL POUR FOR
THE DAY.
JOINT DETAILS
(NOT TO SCALE)
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/2 /23
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RE
V.
DW
G;
(R03)
SOUTHWESTERN REGION
CAVE SPRINGS SCOUR
PROTECTION
COCONINO
NATIONAL FOREST
RED ROCK RANGER DISTRICT
CONCRETE
STEPWALL DETAILS
11/18/2019
FS090523_R102013_L1-002.dwg
J. BERRY
J. BERRY
R. HOLT
C-05
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PROJECT NAME
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2'-6"
(DESIGNED)
0'-6"
V A
R I E
S
S
T
E S
REBAR, EPOXIED
INTO BEDROCK
24 INCHES
NOTES:
1. CONCRETE STEPWALL DESIGN IS BASED ON ASSUMED
PROXIMITY OF BEDROCK. THE CONTRACTOR SHALL
EXCAVATE TO THE LINES AND GRADES SHOWN ON SHEET
G-02 & C-01 AND DIMENSIONS ON C-05.
2. THE CONTRACTING OFFICER SHALL APPROVE THE
FOUNDATION. IF BEDROCK IS NOT ENCOUNTERED
ACCORDING TO THE LINES AND GRADES SHOWN ON
SHEET G-02 & C-01 AND DIMENSIONS ON C-05, THE
CONTRACTOR SHALL EXCAVATE UNTIL BEDROCK IS
ENCOUNTERED.
3. IF ADDITIONAL EXCAVATION IS REQUIRED, VERIFICATION
OF BEDROCK BY THE CO SHALL BE OBTAINED BEFORE
ADDITIONAL EXCAVATION BEGINS.
4. ADDITIONAL EXCAVATION AND REINFORCED CONCRETE
SHALL BE PAID IN ACCORDANCE TO THE OPTIONAL ITEMS
IN THE SCHEDULE. QUANTITIES ARE UNKNOWN.
5. AESTHETIC AND TEXTURAL SURFACE FOR THE CONCRETE
SHALL BE PER GENERAL NOTES G-03.
EXISTING
GROUND
TOP OF
BEDROCK
CONCRETE
STEPWALL
MODIFIED CONCRETE STEPWALL
FOUNDATION DETAIL
(NOT TO SCALE)
WEEP HOLE DETAIL
(NOT TO SCALE)
NON-WOVEN
GEOTEXTILE
FABRIC
2" Ø PERFORATED
COLLECTOR PIPE,
PVC, CONTINUOUS
DRAIN GRAVEL
(NO FINES),
24" X 24" (TYP.)
2" Ø SOLID PVC PIPE
WEEP HOLE DRAIN,
SPACED 10' O.C.,
MIN. 2% SLOPE
APPLY MESH AT
END OF EACH DRAIN
MAXIMUM OPENING
INCH
NOTES:
1. WRAP DRAIN GRAVEL WITH NON-WOVEN
GEOTEXTILE FABRIC, AND WRAP THE FABRIC WITH
A MINIMUM 12 INCHES OF OVERLAP.
2. GEOTEXTILE FABRIC SHALL BE IN ACCORDANCE
WITH FP-14 SECTION 714; NON-WOVEN, CLASS 2,
TYPE A.
3. DRAIN GRAVEL SHALL BE IN ACCORDANCE WITH
FP-14 SECTION 703.17. (NO FINES)
0'-8"
DESIGNED BOTTOM
OF STEP WALL
2'-6"
(DESIGNED)
0'-6"
V A
R I E
S
S
T
E S
REBAR, EPOXIED
INTO BEDROCK
24 INCHES
NOTES:
1. CONCRETE STEPWALL DESIGN IS BASED ON ASSUMED
PROXIMITY OF BEDROCK. THE CONTRACTOR SHALL
EXCAVATE TO THE LINES AND GRADES SHOWN ON SHEET
G-02 & C-01 AND DIMENSIONS ON C-05.
2. THE CONTRACTING OFFICER SHALL APPROVE THE
FOUNDATION. IF BEDROCK IS NOT ENCOUNTERED
ACCORDING TO THE LINES AND GRADES SHOWN ON
SHEET G-02 & C-01 AND DIMENSIONS ON C-05, THE
CONTRACTOR SHALL EXCAVATE UNTIL BEDROCK IS
ENCOUNTERED.
3. IF ADDITIONAL EXCAVATION IS REQUIRED, VERIFICATION
OF BEDROCK BY THE CO SHALL BE OBTAINED BEFORE
ADDITIONAL EXCAVATION BEGINS.
4. ADDITIONAL EXCAVATION AND REINFORCED CONCRETE
SHALL BE PAID IN ACCORDANCE TO THE OPTIONAL ITEMS
IN THE SCHEDULE. QUANTITIES ARE UNKNOWN.
5. AESTHETIC AND TEXTURAL SURFACE FOR THE CONCRETE
SHALL BE PER GENERAL NOTES G-03.
EXISTING
GROUND
TOP OF
BEDROCK
CONCRETE
STEPWALL
MODIFIED CONCRETE STEPWALL
FOUNDATION DETAIL
(NOT TO SCALE)
WEEP HOLE DETAIL
(NOT TO SCALE)
NON-WOVEN
GEOTEXTILE
FABRIC
2" Ø PERFORATED
COLLECTOR PIPE,
PVC, CONTINUOUS
DRAIN GRAVEL
(NO FINES),
24" X 24" (TYP.)
2" Ø SOLID PVC PIPE
WEEP HOLE DRAIN,
SPACED 10' O.C.,
MIN. 2% SLOPE
APPLY MESH AT
END OF EACH DRAIN
MAXIMUM OPENING
INCH
NOTES:
1. WRAP DRAIN GRAVEL WITH NON-WOVEN
GEOTEXTILE FABRIC, AND WRAP THE FABRIC WITH
A MINIMUM 12 INCHES OF OVERLAP.
2. GEOTEXTILE FABRIC SHALL BE IN ACCORDANCE
WITH FP-14 SECTION 714; NON-WOVEN, CLASS 2,
TYPE A.
3. DRAIN GRAVEL SHALL BE IN ACCORDANCE WITH
FP-14 SECTION 703.17. (NO FINES)
0'-8"
DESIGNED BOTTOM
OF STEP WALL
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/2 /23
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AA
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-1 4-
RE
V.
DW
G;
(R03)
SOUTHWESTERN REGION
CAVE SPRINGS SCOUR
PROTECTION
COCONINO
NATIONAL FOREST
RED ROCK RANGER DISTRICT
STEPWALL FOUNDATION
AND WEEPHOLE DETAILS
11/18/2019
FS090523_R102013_L1-002.dwg
J. BERRY
M. ALANIZ
R. HOLT
C-06
AutoCAD SHX Text
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1'
M i n
NO. 4 REBAR @ 12" O.C.
NO. 4 REBAR @ 12" O.C.
INCREASE HEIGHT
OF WALL BASED
ON FINISHED
CONCRETE AND
ROAD
ELEVATIONS.
M I N
REBAR, EPOXIED
INTO BEDROCK
24 INCHES IF
ENCOUNTERED
NOTES:
1. CONCRETE WINGWALL DESIGN IS BASED ON ASSUMED
PROXIMITY OF BEDROCK. THE CONTRACTOR SHALL
EXCAVATE TO THE LINES AND GRADES SHOWN ON SHEET
C-07 AND DIMENSIONS ON C-07.
2. THE CONTRACTING OFFICER SHALL APPROVE THE
FOUNDATION. IF BEDROCK IS NOT ENCOUNTERED
ACCORDING TO THE LINES AND GRADES SHOWN ON
SHEET C-07 AND DIMENSIONS ON C-07, THE CONTRACTOR
SHALL EXCAVATE UNTIL BEDROCK IS ENCOUNTERED.
3. IF ADDITIONAL EXCAVATION IS REQUIRED, VERIFICATION
OF BEDROCK BY THE CO SHALL BE OBTAINED BEFORE
ADDITIONAL EXCAVATION BEGINS.ADDITIONAL
EXCAVATION AND REINFORCED CONCRETE SHALL BE PAID
IN ACCORDANCE TO THE OPTIONAL ITEMS IN THE
SCHEDULE. QUANTITIES ARE UNKNOWN.
4. AESTHETIC AND TEXTURAL SURFACE FOR THE CONCRETE
SHALL BE PER GENERAL NOTES G-03.
EXISTING
CONCRETE
LOW-WATER
STRUCTURE
TOP OF
BEDROCK
CONCRETE
WINGWALL
CONCRETE WINGWALL
FOUNDATION DETAIL
(NOT TO SCALE)
DESIGNED
BOTTOM OF
WINGWALL
4'-6"
EXISTING TOP OF
ROADWAY ON
LOW-WATER
CROSSING
1'
FINISHED GRADE
RIPRAP SHALL BE
INSTALLED
EXISTING GRADE
33'-6" MATCH
EXISTING
25'-0"
2'-4"
CONCRETE WINGWALL LAYOUT
(NOT TO SCALE)
CONCRETE WINGWALL DETAILS
(NOT TO SCALE)
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/2 /23
:2
9 R
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AA
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DI
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-1 4-
RE
V.
DW
G;
(R03)
SOUTHWESTERN REGION
CAVE SPRINGS SCOUR
PROTECTION
COCONINO
NATIONAL FOREST
RED ROCK RANGER DISTRICT
CONCRETE WINGWALL
AND DETAILS
11/18/2019
FS090523_R102013_L1-002.dwg
R. HOLT
R. HOLT
R. HOLT
C-07
AutoCAD SHX Text
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AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
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AutoCAD SHX Text S
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DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/2 /23
:5
0 R
GH
OL
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D:
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ON
\C
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SP
RI
NG
S
GR
.D W
G;
R3
SOUTHWESTERN REGION
CAVE SPRINGS SCOUR
PROTECTION
COCONINO NATIONAL
FOREST
RED ROCK RANGER DISTRICT
G4 W-BEAM
GUARDRAIL
DETAILS
3/4/2019
BRIAN GALL
BRIAN GALL
R. HOLT
C-07
AutoCAD SHX Text
PROJECT NAME
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AutoCAD SHX Text R
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AutoCAD SHX Text S
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DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/2 /23
:5
0 R
GH
OL
T
D:
\D
OC
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.D W
G;
R3
SOUTHWESTERN REGION
CAVE SPRINGS SCOUR
PROTECTION
COCONINO NATIONAL
FOREST
RED ROCK RANGER DISTRICT
GUARDRAIL
ANCHORAGE ASSEMBLY
DETAILS
3/4/2019
BRIAN GALL
BRIAN GALL
R. HOLT
C-08
AutoCAD SHX Text
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AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
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AutoCAD SHX Text S
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DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/2 /23
:5
0 R
GH
OL
T
D:
\D
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\20
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SP
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NG
S
GR
.D W
G;
R3
SOUTHWESTERN REGION
CAVE SPRINGS SCOUR
PROTECTION
COCONINO NATIONAL
FOREST
RED ROCK RANGER DISTRICT
GUARDRAIL
FLARED TERMINAL
DETAILS
3/4/2019
BRIAN GALL
BRIAN GALL
R. HOLT
C-09
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
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AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
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0+25
-5 0 +5 +10 +20 +30 +40
1'-4"
ORIGINAL GROUND
UNDERMINED
SECTION OF
RIPRAP
EXISTING GROUTED
RIPRAP
PROPOSED STEPPED
CONCRETE REVETMENT
2" WEEP HOLE- EXTEND PIPE 8" INTO DRAIN ROCK ( NO FINES).
CAP END OF PIPE AND SLOT PIPE FOR DRAINAGE. WRAP
DRAINROCK WITH GEOTEXTILE
POUR CONCRETE DIRECTLY
ONTO PREPARED SURFACE
EPOXY # 6 REBAR 2' INTO BEDROCK
10 FT O.C.
0+50
-5 0 +5 +10 +20 +30 +40
PROPOSED STEPPED
CONCRETE REVETMENT
ORIGINAL GROUND
EXCAVATE
PER OSHA
REQUIREMENTS
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/2 /23
:2
9 R
GH
OL
T
D:
\D
OC
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EN
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SP
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ES
PR
IN
GS
_M
AA
E
DI
TS
-1 4-
RE
V.
DW
G;
(R03)
SOUTHWESTERN REGION
CAVE SPRINGS SCOUR
PROTECTION
COCONINO
NATIONAL FOREST
RED ROCK RANGER DISTRICT
CROSS SECTION VIEWS
STA 0+25 & 0+50
11/18/2019
FS090523_R102013_L1-002.dwg
J. BERRY
J. BERRY
R. HOLT
X-01
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
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AutoCAD SHX Text U
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0+75
-5 0 +5 +10 +20 +30 +40
PROPOSED STEPPED
CONCRETE REVETMENT
ORIGINAL GROUND
1+00
-5 0 +5 +10 +20 +30 +40
PROPOSED STEPPED
CONCRETE REVETMENT
ORIGINAL GROUND
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/2 /23
:2
9 R
GH
OL
T
D:
\D
OC
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EN
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\20
C
AV
E
SP
RI
NG
S
BA
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TA
BI
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ON
\C
AV
ES
PR
IN
GS
_M
AA
E
DI
TS
-1 4-
RE
V.
DW
G;
(R03)
SOUTHWESTERN REGION
CAVE SPRINGS SCOUR
PROTECTION
COCONINO
NATIONAL FOREST
RED ROCK RANGER DISTRICT
CROSS SECTION VIEWS
STA 0+75 & 1+00
11/18/2019
FS090523_R102013_L1-002.dwg
J. BERRY
J. BERRY
R. HOLT
X-02
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
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AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
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1+25
PROPOSED STEPPED
CONCRETE REVETMENT
ORIGINAL GROUND
PLACE GUARDRAIL AS SHOWN ON
SHEET S-02- SITE PLAN
SEE GUARDRAIL DETAILS
PROPOSED STEPPED SLOPE
PROTECTION. ADJUST FINAL
ELEVATIONS TO MEET GRADE AND
EMBEDMENT REQUIREMENTS
BOTTOM OF STEPPED WALL
MAY BE 2 FT. OR MORE BELOW
THALWEG ELEVATION OF
STREAM. BEDROCK ELEVATION
IS UNKNOWN BUT ASSUMED TO
BE NEAR THE SURFACE. PLACE
BOTTOM OF WALL AT
ELEVATIONS SHOWN ON SHEET
G-02. SEE SHEET C-06 FOR
ADDITIONAL DETAILS.
REPLACE GROUTED RIPRAP TO A TOP
ELEVATION THAT MATCHES THE EXISTING
ELEVATION. USE OF EXISTING RIPRAP TO
INCORPORATE INTO GROUTED RIPRAP IS
ACCEPTABLE.
1+50
-5 0 +5 +10 +20 +30 +40
1.5H : 1 V MAX. UNLESS
OTHERWISE APPROVED BY
THE CONTRACTING OFFICER
PLACE GUARDRAIL AS SHOWN ON
SHEET S-02- SITE PLAN
INSTALL WEEPHOLE AND DRAINAGE
SYSTEM. SEE SHEET C-06 FOR
DETAILS.
SEE GUARDRAIL
DETAILS
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/2 /23
:2
9 R
GH
OL
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D:
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PR
IN
GS
_M
AA
E
DI
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-1 4-
RE
V.
DW
G;
(R03)
SOUTHWESTERN REGION
CAVE SPRINGS SCOUR
PROTECTION
COCONINO
NATIONAL FOREST
RED ROCK RANGER DISTRICT
CROSS SECTION VIEWS
STA 1+25 & 1+50
11/18/2019
FS090523_R102013_L1-002.dwg
J. BERRY
J. BERRY
R. HOLT
X-03
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
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AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
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1+75
PROPOSED STEPPED
CONCRETE REVETMENT
ORIGINAL GROUND
2+00
-5 0 +5 +10 +20 +30 +40
PROPOSED STEPPED
CONCRETE REVETMENT
ORIGINAL GROUND
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/2 /23
:2
9 R
GH
OL
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D:
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EN
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\20
C
AV
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SP
RI
NG
S
BA
NK
S
TA
BI
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ON
\C
AV
ES
PR
IN
GS
_M
AA
E
DI
TS
-1 4-
RE
V.
DW
G;
(R03)
SOUTHWESTERN REGION
CAVE SPRINGS SCOUR
PROTECTION
COCONINO
NATIONAL FOREST
RED ROCK RANGER DISTRICT
CROSS SECTION VIEWS
STA 1+75 & 2+00
11/18/2019
FS090523_R102013_L1-002.dwg
J. BERRY
J. BERRY
R. HOLT
X-04
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
2+25
PROPOSED STEPPED
CONCRETE REVETMENT
ORIGINAL GROUND
2+50
-5 0 +5 +10 +20 +30 +40
PROPOSED STEPPED
CONCRETE REVETMENT
ORIGINAL GROUND
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/2 /23
:2
9 R
GH
OL
T
D:
\D
OC
UM
EN
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\20
C
AV
E
SP
RI
NG
S
BA
NK
S
TA
BI
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ON
\C
AV
ES
PR
IN
GS
_M
AA
E
DI
TS
-1 4-
RE
V.
DW
G;
(R03)
SOUTHWESTERN REGION
CAVE SPRINGS SCOUR
PROTECTION
COCONINO
NATIONAL FOREST
RED ROCK RANGER DISTRICT
CROSS SECTION VIEWS
STA 2+25 & 2+50
11/18/2019
FS090523_R102013_L1-002.dwg
J. BERRY
J. BERRY
R.HOLT
X-05
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
2+75
PROPOSED STEPPED
CONCRETE REVETMENT
ORIGINAL GROUND
03+00
-5 0 +5 +10 +20 +30 +40
PROPOSED STEPPED
CONCRETE REVETMENT
ORIGINAL GROUND
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/2 /23
:2
9 R
GH
OL
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D:
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OC
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EN
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\20
C
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SP
RI
NG
S
BA
NK
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TA
BI
LI
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TI
ON
\C
AV
ES
PR
IN
GS
_M
AA
E
DI
TS
-1 4-
RE
V.
DW
G;
(R03)
SOUTHWESTERN REGION
CAVE SPRINGS SCOUR
PROTECTION
COCONINO
NATIONAL FOREST
RED ROCK RANGER DISTRICT
CROSS SECTION VIEWS
STA 2+75 & 3+00
11/18/2019
FS090523_R102013_L1-002.dwg
J. BERRY
J. BERRY
R. HOLT
X-06
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
3+25
PROPOSED STEPPED
CONCRETE REVETMENT
ORIGINAL GROUND
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/2 /23
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(R03)
SOUTHWESTERN REGION
CAVE SPRINGS SCOUR
PROTECTION
COCONINO
NATIONAL FOREST
RED ROCK RANGER DISTRICT
CROSS SECTION VIEWS
STA 3+25
11/18/2019
FS090523_R102013_L1-002.dwg
J. BERRY
J. BERRY
R. HOLT
X-07
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| Sheets and Views |
| COVERSHEET |
| OLE1 |
| G02.pdf |
| Sheets and Views |
| G-02_Gen Notes |
| G03.pdf |
| Sheets and Views |
| G-03_Gen Notes |
| S01.pdf |
| Sheets and Views |
| S01_Site Map |
| S02.pdf |
| Sheets and Views |
| S02_Site Plan |
| C01.pdf |
| Sheets and Views |
| C-01_Wall_Plan&Prof |
| dewater.pdf |
| CAVE SPRING PG C-01-C-09-11-22-2019.pdf |
| C-04 |
| Sheets and Views |
| C-04_Typ Sec |
CAVE SPRING PG C-01-C-09-11-18-2019
| C03.pdf |
| Sheets and Views |
| C-03_End Treatments |
| C04.pdf |
| Sheets and Views |
| C-04_Typ Sec |
| C05.pdf |
| Sheets and Views |
| C-05_Concrete Details |
| C06.pdf |
| Sheets and Views |
| C-06 Add'l Details |
| C07A.pdf |
| Sheets and Views |
| C-07 Low Water Details |
| C07.pdf |
| Sheets and Views |
| 617-10 |
| C08.pdf |
| Sheets and Views |
| 617-15 |
| C09.pdf |
| Sheets and Views |
| 617-19 |
| X01.pdf |
| Sheets and Views |
| XS-01 |
| X02.pdf |
| Sheets and Views |
| XS-02 |
| X03.pdf |
| Sheets and Views |
| XS-03 |
| X04.pdf |
| Sheets and Views |
| XS-04 |
| X05.pdf |
| Sheets and Views |
| XS-05 |
| X06.pdf |
| Sheets and Views |
| XS-06 |
| X07.pdf |
| Sheets and Views |
| XS-07 |
File details come from the government source that posted it. Updated .