Attachment 3 - Stunner Bridge Plans.pdf
PDF 8 MB Posted
- Attached to
- Stunner Bridge Repair Federal contract opportunity
- Solicitation number
- 1240LT22R0026
- Issued by
- Department of Agriculture Forest Service
About this file
This solicitation is for a planned single award, firm-fixed price contract between $500,000 and $1,000,000 for repair of the Stunner Bridge located in Rio Grande National Forest, Colorado. The scope of work includes establishing traffic control, removing trees, obliterating the old road, excavating for footings, constructing footings and abutments, installing approach rails, erecting steel girders, placing concrete deck, and completing grading and seeding. The Forest Service will award a sole contract for this work to an 8(a) certified small business. Prospective offerors must submit proposals in response to the forthcoming solicitation. The bridge carries Forest Service Road 250 over the Alamosa River approximately 28 miles west of State Highway 15.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Attachment 6 - Questions and Answers.pdf | ||
| 1240LT22R0026-0002.pdf | ||
| Attachment 1 - Schedule of Items.xls | XLS spreadsheet | |
| 1240LT22R0026-P0001.pdf | ||
| Attachment 4 - Stunner Bridge Specifications.pdf | ||
| RFP 1240LT22R0026 - Stunner Bridge Repair.pdf | ||
| Attachment 5 - WD CO20220012.pdf | ||
| Attachment 1 - Schedule of Items.xls | XLS spreadsheet | |
| Attachment 2 - Statement of Work.pdf |
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
USDA FOREST SERVICE
STUNNER BRIDGE REPLACEMENT
RIO GRANDE NATIONAL FOREST, COLORADO
PS&E CHECK SET
Boulder Fort Collins Winter Park Glenwood Springs Denver
DATENO. REVISION / ISSUE
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
DATENO. REVISION / ISSUE
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
DATENO. REVISION / ISSUE
09/04/2020
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
STUNNER BRIDGE
REPLACEMENT
RIO GRANDE NATIONAL
FOREST
CONEJOS PEAK RANGER DISTRICT
Boulder Fort Collins Winter Park Glenwood Springs Denver
COVER
C0.0
APPROVAL SIGNATURES
I APPROVE THIS PROJECT & CERTIFY THAT ADEQUATE FUNDING IS AVAILABLE.
THESE PLANS COMPLY WITH LAND AND RESOURCE MANAGEMENT PLANS.
I APPROVE THE ENGINEERING ASPECT OF THESE PLANS.
I APPROVE THE ENGINEERING ASPECT OF THESE PLANS.
REGION 2 DIRECTOR OF ENGINEERING DATE
DATEDISTRICT RANGER
FOREST ENGINEER DATE
REGION 2 BRIDGE ENGINEER DATE
THESE PLANS COMPLY WITH LAND AND RESOURCE MANAGEMENT PLANS.
DATEFOREST SUPERVISOR
09/04/2020
GION 2 BRIDGE ENGIN
DOUGLAS WISE
Digitally signed by DOUGLAS
WISE
Date: 2020.09.22 16:09:26 -06'00'
MARGARET
SULLIVAN
Digitally signed by MARGARET
SULLIVAN
Date: 2020.09.24 10:46:32 -06'00'
ANDREA JONES
Digitally signed by ANDREA
JONES
Date: 2020.09.25 12:12:28 -06'00'
Know what's
R
DATENO. REVISION / ISSUE
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
DATENO. REVISION / ISSUE
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
DATENO. REVISION / ISSUE
09/04/2020
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
STUNNER BRIDGE
REPLACEMENT
RIO GRANDE NATIONAL
FOREST
CONEJOS PEAK RANGER DISTRICT
Boulder Fort Collins Winter Park Glenwood Springs Denver
GENERAL LEGEND
NOTES AND
ABBREVIATIONS
C0.1
09/04/2020
DATENO. REVISION / ISSUE
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
DATENO. REVISION / ISSUE
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
DATENO. REVISION / ISSUE
09/04/2020
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
STUNNER BRIDGE
REPLACEMENT
RIO GRANDE NATIONAL
FOREST
CONEJOS PEAK RANGER DISTRICT
Boulder Fort Collins Winter Park Glenwood Springs Denver
DEMOLITION PLAN
C0.2
RETROREFLECTORIZED FACE
SANDBAGS ADDED
FOR STABILITY
MUTCD PANEL
R11-2 48 X 30
MUTCD PANEL
M4-9L 30 X 24
ROAD
CLOSED 4" X 4" X 12'-0"
POST ROUGH
SAWN
SEE NOTE 13
ROAD
WORK
1000 FT
END
ROAD WORK
ROAD SURFACE
EDGE
OF
ROAD
EDGE
OF
ROAD
4" TO 8"
4" TO 8"
WHITE
ORANGE
DATENO. REVISION / ISSUE
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
DATENO. REVISION / ISSUE
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
DATENO. REVISION / ISSUE
09/04/2020
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
STUNNER BRIDGE
REPLACEMENT
RIO GRANDE NATIONAL
FOREST
CONEJOS PEAK RANGER DISTRICT
Boulder Fort Collins Winter Park Glenwood Springs Denver
TRAFFIC CONTROL PLAN
C0.3
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
DATENO. REVISION / ISSUE
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
DATENO. REVISION / ISSUE
09/04/2020
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
STUNNER BRIDGE
REPLACEMENT
RIO GRANDE NATIONAL
FOREST
CONEJOS PEAK RANGER DISTRICT
Boulder Fort Collins Winter Park Glenwood Springs Denver
EROSION CONTROL PLAN
CE1.0
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
DATENO. REVISION / ISSUE
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
DATENO. REVISION / ISSUE
09/04/2020
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
STUNNER BRIDGE
REPLACEMENT
RIO GRANDE NATIONAL
FOREST
CONEJOS PEAK RANGER DISTRICT
Boulder Fort Collins Winter Park Glenwood Springs Denver
SWMP NOTES
CE1.1
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
DATENO. REVISION / ISSUE
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
DATENO. REVISION / ISSUE
09/04/2020
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
STUNNER BRIDGE
REPLACEMENT
RIO GRANDE NATIONAL
FOREST
CONEJOS PEAK RANGER DISTRICT
Boulder Fort Collins Winter Park Glenwood Springs Denver
SURVEY CONTROL PLAN
AND CONSTRUCTION
LAYOUT
C1.0
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
DATENO. REVISION / ISSUE
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
DATENO. REVISION / ISSUE
09/04/2020
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
STUNNER BRIDGE
REPLACEMENT
RIO GRANDE NATIONAL
FOREST
CONEJOS PEAK RANGER DISTRICT
Boulder Fort Collins Winter Park Glenwood Springs Denver
GRADING AND DRAINAGE
PLAN
C1.1
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
DATENO. REVISION / ISSUE
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
DATENO. REVISION / ISSUE
09/04/2020
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
STUNNER BRIDGE
REPLACEMENT
RIO GRANDE NATIONAL
FOREST
CONEJOS PEAK RANGER DISTRICT
Boulder Fort Collins Winter Park Glenwood Springs Denver
FS ROAD 250 PLAN
AND PROFILE
C1.2
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
DATENO. REVISION / ISSUE
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
DATENO. REVISION / ISSUE
09/04/2020
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
STUNNER BRIDGE
REPLACEMENT
RIO GRANDE NATIONAL
FOREST
CONEJOS PEAK RANGER DISTRICT
Boulder Fort Collins Winter Park Glenwood Springs Denver
SECONDARY ROAD
PLAN AND PROFILE
C1.3
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
DATENO. REVISION / ISSUE
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
DATENO. REVISION / ISSUE
09/04/2020
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
STUNNER BRIDGE
REPLACEMENT
RIO GRANDE NATIONAL
FOREST
CONEJOS PEAK RANGER DISTRICT
Boulder Fort Collins Winter Park Glenwood Springs Denver
CIVIL SITE DETAILS
CD1.0
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
DATENO. REVISION / ISSUE
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
DATENO. REVISION / ISSUE
09/04/2020
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
STUNNER BRIDGE
REPLACEMENT
RIO GRANDE NATIONAL
FOREST
CONEJOS PEAK RANGER DISTRICT
Boulder Fort Collins Winter Park Glenwood Springs Denver
APPROACH RAIL
DETAILS
CD1.1
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
DATENO. REVISION / ISSUE
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
DATENO. REVISION / ISSUE
09/04/2020
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
STUNNER BRIDGE
REPLACEMENT
RIO GRANDE NATIONAL
FOREST
CONEJOS PEAK RANGER DISTRICT
Boulder Fort Collins Winter Park Glenwood Springs Denver
APPROACH RAIL
DETAILS
CD1.2
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
DATENO. REVISION / ISSUE
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
DATENO. REVISION / ISSUE
09/04/2020
ROCKY MOUNTAIN
REGION
R2
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
STUNNER BRIDGE
REPLACEMENT
RIO GRANDE NATIONAL
FOREST
CONEJOS PEAK RANGER DISTRICT
Boulder Fort Collins Winter Park Glenwood Springs Denver
TRANSITION TYPE 3G
DETAILS
CD1.3
STUNNER BRIDGE
REPLACEMENT
RIO GRANDE NATIONAL
FOREST
CONEJOS PEAK RANGER DISTRICT
09/04/2020 32
R2
ROCKY MOUNTAIN
REGION
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
GENERAL INFORMATION
DJB
SH
09/04/20
STUNNER BRIDGE
REPLACEMENT
RIO GRANDE NATIONAL
FOREST
CONEJOS PEAK RANGER DISTRICT
09/04/2020 32
R2
ROCKY MOUNTAIN
REGION
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
GENERAL LAYOUT
DJB
SH
STUNNER BRIDGE
REPLACEMENT
RIO GRANDE NATIONAL
FOREST
CONEJOS PEAK RANGER DISTRICT
09/04/2020 32
R2
ROCKY MOUNTAIN
REGION
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
CONSTRUCTION /
FOUNDATION LAYOUT
DJB
SH
STUNNER BRIDGE
REPLACEMENT
RIO GRANDE NATIONAL
FOREST
CONEJOS PEAK RANGER DISTRICT
09/04/2020 32
R2
ROCKY MOUNTAIN
REGION
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
ENGINEERING GEOLOGY
DJB
SH
09/04/20 Stamp for structural details. See soils report for geotechnical stamp
STUNNER BRIDGE
REPLACEMENT
RIO GRANDE NATIONAL
FOREST
CONEJOS PEAK RANGER DISTRICT
09/04/2020 32
R2
ROCKY MOUNTAIN
REGION
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
ABUTMENT 1 DETAILS
DJB
SH
STUNNER BRIDGE
REPLACEMENT
RIO GRANDE NATIONAL
FOREST
CONEJOS PEAK RANGER DISTRICT
09/04/2020 32
R2
ROCKY MOUNTAIN
REGION
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
ABUTMENT 2 DETAILS
DJB
SH
STUNNER BRIDGE
REPLACEMENT
RIO GRANDE NATIONAL
FOREST
CONEJOS PEAK RANGER DISTRICT
09/04/2020 32
R2
ROCKY MOUNTAIN
REGION
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
WINGWALL / MISC.
DETAILS
DJB
STUNNER BRIDGE
REPLACEMENT
RIO GRANDE NATIONAL
FOREST
CONEJOS PEAK RANGER DISTRICT
09/04/2020 32
R2
ROCKY MOUNTAIN
REGION
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
FOOTING REINFORCING
DJB
SH
STUNNER BRIDGE
REPLACEMENT
RIO GRANDE NATIONAL
FOREST
CONEJOS PEAK RANGER DISTRICT
09/04/2020 32
R2
ROCKY MOUNTAIN
REGION
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
FRAMING PLAN
DJB
SH
STUNNER BRIDGE
REPLACEMENT
RIO GRANDE NATIONAL
FOREST
CONEJOS PEAK RANGER DISTRICT
09/04/2020 32
R2
ROCKY MOUNTAIN
REGION
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
GIRDER DETAILS
DJB
SH
STUNNER BRIDGE
REPLACEMENT
RIO GRANDE NATIONAL
FOREST
CONEJOS PEAK RANGER DISTRICT
09/04/2020 32
R2
ROCKY MOUNTAIN
REGION
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
BEARING DEVICE
(ELASTOMERIC)
DJB
SH
STUNNER BRIDGE
REPLACEMENT
RIO GRANDE NATIONAL
FOREST
CONEJOS PEAK RANGER DISTRICT
09/04/2020 32
R2
ROCKY MOUNTAIN
REGION
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
SUPERSTRUCTURE
DETAILS (1 OF 2)
DJB
SH
STUNNER BRIDGE
REPLACEMENT
RIO GRANDE NATIONAL
FOREST
CONEJOS PEAK RANGER DISTRICT
09/04/2020 32
R2
ROCKY MOUNTAIN
REGION
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
SUPERSTRUCTURE
DETAILS (2 OF 2)
DJB
SH
STUNNER BRIDGE
REPLACEMENT
RIO GRANDE NATIONAL
FOREST
CONEJOS PEAK RANGER DISTRICT
09/04/2020 32
R2
ROCKY MOUNTAIN
REGION
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
APPROACH SLAB
DJB
SH
STUNNER BRIDGE
REPLACEMENT
RIO GRANDE NATIONAL
FOREST
CONEJOS PEAK RANGER DISTRICT
09/04/2020 32
R2
ROCKY MOUNTAIN
REGION
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
BRIDGE RAIL DETAILS
(1 OF 4)
DJB
SH
Limits of Abut Wingwall
5'-0" Min
1'-0"
End of Bridge Rail for payment
Face of Abut Bkwl
Wingwall Length (Variable)
2'-0"
Curb Panel Section
9'-0" Usual & Max Post Spa
(Typ) 2'-0" Min
9" ~
Rail Curb
1'-10"2" (Typ)(Typ)
1'-11"
Rail Member Section
1'-10" 2" (Typ) (Typ)
2'-0" Min (Typ)
2" (Typ)
1'-10" (Typ)
1'-11"
Curb Panel Section
Intermediate Curb Joint (See Detail)
ROADWAY ELEVATION OF RAIL
CL Post CL PostCL Post
9" R ai l C ur b
8" M in S la b
CL End Post
Construction Joint or Controlled Joint
2 12"
1 Parapet Shoe End of Tubular Sections
Rail Member
CL Thrie-Beam Terminal Connector
1' -9
Top of Abut Wingwall7
8"
8"
ELEVATION SECTION
C
C
1'
-0
1'-0"
2"
R(#5)
Traffic side
U2(#5)U3(#5)
AT ABUT WINGWALL
2" 2"
U2(#5)
U3(#5) Bars U1 Spa at 8" Max
U1(#5)
1' -0
1' -3
R(#5)
Field bend R(#5) as shown
6" R
Bars wU Spa at 8" MaxwU(#5)
1' -0
La p
PLAN VIEW
ELEVATION SHOWING TYPICAL REINFORCING PLACEMENT
(Typ) (Typ) 2" 2"
OpeningOpening
Sym about L JointC
V(#5) at 6" Max
R(#5)
V(#5) at 6" Max
R(#5) R(#5)
U1(#5) 2 Eq Spa
VIEW A-A
Rail Curb
4" Chamfer Normal Normal
Parapet Shoe ~
C
Traffic side
Normal
4" Chamfer
4" Chamfer
L Tubular Sections
8 97
Parapet Shoe center between normal parapet chamfers.
Parapet Shoe centered between tube and curb.
3 4
L Thrie-Beam Terminal Connector
1'-8"
TERMINAL CONNECTION DETAILS
9"
INTERMEDIATE CURB JOINT DETAIL
Rail Curb
Remove forming material. Install backer rod on traffic side and across top of rail curb. Place Class 4 sealant flush with rail curb maintaining a
2" minimum thickness.
4Opening
Slab ~
Construction Joint or Controlled Joint
9 3 4"
A A
AT ABUTMENTS AT BENTS WITH SLAB EXP JOINTS AT BENTS WITHOUT SLAB EXP JOINTS
AT BENTS WITH SLAB
EXPANSION JOINTS
AT BENTS WITHOUT
SLAB EXP JOINTS
Fo ot pr in t
L Slab Expansion Joint
C C
Outside Edge of Slab.
Outside Edge of Slab or Abut Wingwall
Traffic Side of Rail
L Concrete Rail FootprintC
R ai l
Example showing Slab Expansion Joints without breakbacks.
PLAN OF RAIL AT EXPANSION JOINTS
L Concrete Rail Expansion Joint. Location of Rail Expansion Joint must be at the intersection of L Slab Expansion Joint, L Rail Footprint and perpendicular to slab outside edge.C
C
Cross-hatched area must have
2" Preformed Bitumuminous Fiber Material under concrete rail, as shown.
L 5 ~ 1" Dia holes and 2 12" Dia x 2" deep recesses. Form or core holes and recesses. Percussion drilling is not permitted.
Adjust placement of reinforcing steel as necessary to avoid bolt holes and recesses. Bolt recesses are only required when pedestrian sidewalks are adjacent to back of rail.
Provide bolts of sufficient length to extend 12" to 3 4" beyond nut.
See approach rail details sheet for Terminal Connectors and associated hardware and for description of pay items. Attach Guardrail Transitions to the bridge rail and extend along the embankment unless otherwise shown in the plans.
Expansion Joint or Splice Joint as required.
Same as slab joint opening. (5" Max Expansion Joint).
4" Min, 3 4" Max.
Rail member sections must have at least two posts but not more than four.
HSS 6 x 2 x 14 (ASTM A1085 or A500 Gr B self-weathering).
Place 4 additional Bars R(#5) 3'-8" in length inside Bars U(#5) and centered 2'-0" from end of rail when Terminal Connections are required. Field bend as needed.
Increase 2" for structures with overlay.
Anchor bolts must be 7 8" Dia ASTM A193 Gr B7 or F1554 Gr 105 fully threaded rods with heavy hex nuts and one hardened steel washer (ASTM F436) each. Nuts must conform to ASTM A563 requirements. Embed fully threaded rods into parapet wall with a Type III, Class C, D, E, or F anchor adhesive. Adhesive anchor embedment depth is 8". Anchor installation, including hole size, drilling, and clean out, must be in be included in the cost of the bridge rail.
Install Parapet Shoe after rail has been placed. To ease installation, temporarily brace parapet shoe until the anchorage system achieves manufacturer's recommended curing time. Anchorage system must be assembled with one hardened steel washer (ASTM F436) and one heavy hex nut (ASTM A563) each. Remove temporary bracing after anchorage systems has been firmly tightened.
7 8" Dia ASTM A193 Gr B7 or F1554 Gr 105 fully threaded rod with one hardened steel washer (ASTM F436) placed under heavy hex nut (ASTM A563).
Provide at all interior bents without slab expansion joints.
STUNNER BRIDGE
REPLACEMENT
RIO GRANDE NATIONAL
FOREST
CONEJOS PEAK RANGER DISTRICT
09/04/2020 32
R2
ROCKY MOUNTAIN
REGION
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
BRIDGE RAIL DETAILS
(2 OF 4)
DJB
SH
1' -0
" ~ Approach Slab or CRCP
4 12"
(Typ)
1' -0
1 12"
Nominal Face of Rail
R(#5)
1'-0" wU(#5) at 8" Max
1'-3 12"
1'-2"
ON ABUTMENT WINGWALLS
OR CIP RETAINING WALLS
Chamfer
4" (Typ)
ON BRIDGE SLAB
2' -8
L Rail PostC
9"
1'-2"
Va rie s
3 5 8"4 3 4"5 5 8"
C
1 12"
Slab
Const Joint
Rail curb
RAIL CURB FORMING DETAIL
Rail post
Bars V and R omitted for clarity.
VIEW G-G
Z(#5) bars are lapped 9" Min and centered at every post as shown
Plumb
Level
8" M in6
1 4" 9"
1' -1
1"
2' -8
1"
1'-2"
R(#5)
Z(#5)
Const Joint
Chamfer
4" (Typ)
1'-3 12"
(Typ)
Anchor PL
1 12"
V(#5) at 6" Max
1' -0
1'-0" Nominal Face of Rail
Installed Anchor Bolt assembly may rest on top of slab.
1 4"
B ol t Pr oj ec tio n
3 12"
SECTIONS THRU RAIL
1'-0"
5" 7"
SECTION D-D SECTION E-E
2"
1'-0"
1' -1
1 2" 1 2"
1' -2
1'-3 3 4 "
( 12) (Typ)
4 (Typ)
Traffic side
Traffic side
VIEW B-B VIEW C-C
5"7"
1'-0"
L 1 18" Dia Hole C L 1 18"
Dia Hole C
L 1 18" Dia Hole C
PARAPET SHOE
4"
2"
1 2"
SECTION F-F
1' -1
1 2" 1 2"
1' -2
1'-3 3 4 "
Traffic side
4" 4"
1 2"
1"
(Parapet Shoe weight = 92 lb each, for contractor's information only).
1 4"
1 4"
1 2"
1 2"
1 2"
1' -7
1 2"
1 2"
1 2"
1 4"
4 3 4"
4"
7" 4 12"
1 3 4"
1 2"
4"
1'-0"
2"4 3 4"
7" 4 12"
1 3 4"
2"
4"
4"
5 12"
1 4"
1 4"
3"
1' -7
1 2"
1 4" 1 4"
1 12"
1 12"
C
BARS U(#5)
U
U
U2
Traffic side
BARS wU(#5)
U1
10"
U3
1 2"
Installed Bars U may rest on top of wall.
2' -6
1 2"
2' -2
1 2"
8 8 8 88 3 3 4" Dia Bending Pin
BARS V(#5)
1' -1
4"
10"
3 4"
BARS Z(#5)
8 3
4 "
11" 11"
11"
Lap
11"
9"Min
4"
BARS VS(#5)
Installed Bars Z leg may rest on top of deck. (Typ)
16 16
2' -6
2' -2
11"
9" 1' -1
1 4"
5" 11" 11"
G G
B B
C C
D D
F F E
E
Vertical Reinforcing Steel
Reinforcing steel and rail curb chamfers not shown for clarity.
L 7 8" Dia Anchor Bolts.
Increase 2" for structures with overlay.
5 14" when vertical reinforcing has closer clear cover over horizontal reinforcing in abutment wingwalls or retaining walls on traffic side of wall.
L 7 8" Dia Anchor Bolts. See "Anchor Bolt Assembly Details".
Top longitudinal slab bar may be adjusted laterally 3" plus or minus to tie reinforcing.
Adjust Bars Z(#5) as necessary to avoid Bars V(#5).
Length shown for 6 14" Min bar embedment with no overlay. Adjust as required.
Increase 2 3 4" for structures with overlay.
This leg may be field bent or cut only as necessary to provide 2" end clear to Side Slot Drains or Expansion Joints.
PL 12
(ASTM A36)
PL 3 8
(ASTM A36)
PL 3 8
(ASTM A36)
PL 3 8
(ASTM A36)
PL 12
(ASTM A36)
PL 3 8
(ASTM A36)
PL 3 8
(ASTM A36)
PL 12
(ASTM A36)
PL 12
(ASTM A36)
2" Rebonded recycled tire rubber
U3(#5)
U2(#5)
U1(#5)
U
U
U
U
STUNNER BRIDGE
REPLACEMENT
RIO GRANDE NATIONAL
FOREST
CONEJOS PEAK RANGER DISTRICT
09/04/2020 32
R2
ROCKY MOUNTAIN
REGION
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
BRIDGE RAIL DETAILS
(3 OF 4)
DJB
SH
2"1'-10"
L PostC L Exp Joint or L SpliceC CCL End Post
6 6 6
2'-4" (Sleeve Member)
1'-2"1'-2"
6 12"
1'-9 12"
Rail Member Rail Member Rail Member
EXPANSION JOINT OR SPLICE
Sleeve Member
END CAPS ON HSS AT END POST
G
G
2" Th re ad
1 2"
1" 1"3 12"
5 12"
1" R
U-BOLT DETAIL
Bar 12 Dia x 0'-9"
(ASTM A36)
(Showing U-Bolt for rail post and HSS.)
17 C
3 12"5 14" 5 14"
1 3 4" (Typ)
CL 15
16" x 1 3 4"
Slotted Holes (Typ)
2"
1" 1"
(T yp
(T yp
(T yp
VIEW I-I
2"
2 18"
1' -1
1"
8"
3 14"
2 14"
Typ
Traffic Side
2" 2 12"9"
1'-0"
POST DETAIL
(Showing connection for rail post and HSS.)
Traffic Side
PL Washer for U-Bolt.
See U-Bolt Detail.
U-Bolt ~ See U-Bolt Detail.
1 3 4" 1 3 4"
3 12"
TOP VIEW OF RAIL POST
L Rail Post
8" 3
8"
1'-2"
Bar 2 x 3 4 x 1'-2"
(ASTM A36)
Typ
1'-1 14"
1 8"
8"
1' -0
3 12"
Seal ~ Typ
L 1 116" Dia Holes vertically centered in HSS to accommodate U-Bolt connection with Post.
Connection typical for all HSS.
C
SLEEVE MEMBER
PLAN
8"
END VIEW
1 14"
8"
6 12"
2'-4"
1'-9 12"
C
L 1 18" Dia Hole (Typ) C
4 3 4" 2 5 8"4 5 8"
1'-0"
Bar 2 x 3 4 x 1'-2"
(ASTM A36)2 12"1
2"
VIEW H-H
(Showing Hole location in Base PL)
3" 3"
1' -2
8"
8"
8"
Traffic Side
H H
I I
PL 316 (ASTM A36) bent, welded continuous and ground flush.
Post PL 7 8 (ASTM A572 Gr 50)
Base PL 7 8 (ASTM A572 Gr 50)
Post PL 7 8
(ASTM A572
Gr 50)
Base PL 7 8
(ASTM A572
Gr 50)
Post PL 7 8
(ASTM A572
Gr 50)
PL Washer (ASTM A36)
16 x 2 x 0'-5 12", 16" Dia Holes centered.
HSS 6 x 2 x 14 (ASTM A1085 or A500 Gr B).
L 3 8" Dia Drain Hole in bottom of HSS.
End Cap PL 316
(ASTM A36)
Hex Nut
(ATSM A563)
(Typ)
Regular Lock Washer (Typ)
Regular Lock Washer (Typ)
1" Dia Hole
1" Dia holes in HSS centered for 3 4" Dia x 3 12" ASTM F3125 Gr A325 hex head bolts with one hardened steel washer (ASTM F436) and one regular lock washer placed under each heavy hex nut (ASTM A563). Wrench tight, do not crush rail.
STUNNER BRIDGE
REPLACEMENT
RIO GRANDE NATIONAL
FOREST
CONEJOS PEAK RANGER DISTRICT
09/04/2020 32
R2
ROCKY MOUNTAIN
REGION
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
BRIDGE RAIL DETAILS
(4 OF 4)
DJB
SH
1'-2"1'-0" 2'-0" Slot
6'-0" Min, 9'-0" Max
L PostCL PostC L PostC CL Rail Jt Opening
Z(#5) 19 Z(#5) 19VS(#5)
2" 2"
Bars VS(#5) 3 Eq Spa
(T yp
3"
R(#5) 1 ~ 4'-0" Bar R(#5)
(Typ)
R(#5)
VS(#5)
3" (T yp
ELEVATION
OPTIONAL SIDE SLOT DRAIN DETAILS
SECTION THRU
SIDE SLOT DRAIN
8"
V(#5) at 6" Max
9"
ELEVATION
2 12"
5"11 " 8"
1 2"
1 2"
4 3 4"
L 15 16" Dia HoleC
4 3 4"
C
3" 3"
PLAN OF ANCHOR PLATE
ANCHOR BOLT ASSEMBLY DETAILS
2" 2"
8"7
8"
8" 7
8"
6 12"
6 12"
Installed Anchor Bolt assembly may rest on top of slab.
ANCHOR BOLT OPTIONS
Th rd
L gt h
Flush or 116" MaxTack Weld
1 2"
1 4"
M in
1 ~ 4'-0" Bar R(#5) centered over slot.
1 12"
Min (Typ)
M in
Sl ab
R ai l C ur b
L 7 8" Dia Anchor Bolts.
See "Anchor Bolt Options".
Anchor PL 14
(ASTM A36)
Anchor PL 14
(ASTM A36)
Increase 2" for structures with Overlay.
Side slot drains are not allowed in areas where there is a joint in the concrete curb between rail posts.
Bars Z(#5). See "Section Thru Rail" and "View G-G" for Bar Z placement and spacing.
Center side slot drain between posts within the limits shown.
Side slot drains may be used where shown elsewhere on the plans or as directed by the Engineer. Do not place drains over railroad tracks, lower roadways, or sidewalks. When this rail is used as a separator between a roadway and a sidewalk, side slot drains are not permitted.
Cover dimensions are clear dimensions, unless noted otherwise.
Reinforcing bar dimensions shown are out-to-out of bar.
MATERIAL NOTES:
CONSTRUCTION NOTES:
GENERAL NOTES:
7 8" Dia heavy hex head anchor bolt (ASTM F3125 Gr A325 or A449) or threaded rod (ATSM A193 Gr B7 or F1554 Gr 105) with one hardened steel washer (ASTM F436) placed under heavy hex nut (ASTM A563).
One additional heavy hex nut must be furnished and tack welded for each threaded rod.
The face of tubular sections and rail curb must be plumb unless otherwise approved. Steel posts must be square to the top of curb. Use Type VIII epoxy mortar under post base plates if gaps larger than 116" exist.
Bend tubes to required radius for curved rails. Shop drawings for approval are required.
One shop splice per rail member section is permitted with minimum 85 percent penetration. The weld may be square groove or single vee groove.
Grind smooth.
Round or chamfer exposed edges of rail members and rail posts to approximately 116" by grinding.
Chamfer all exposed concrete corners.
Provide ASTM A1085 or A500 Gr B for all HSS.
Provide Grade 60 reinforcing steel.
Epoxy coat or galvanize all reinforcing steel if slab bars are epoxy coated or galvanized.
All metal components of steel rail system shall be self-weathering steel.
When plans require paint over weathering steel, cost shall be included in the work. Sleeve members and tops of anchor bolts must receive field paint prior to installation unless directed otherwise by CO.
Anchor bolts for base plate must be 7 8" Dia ASTM F3125 Gr A325 or A449 bolts (or ASTM A193 Gr B7 or F1554 Gr 105 threaded rods with one tack welded heavy hex nut each) with one hardened steel washer (ASTM F436) placed under each heavy hex nut. Nuts must conform to ASTM A563 requirements.
Provide 3 4" Dia x 3 12" hex head bolts (ASTM F3125 Gr A325) for expansion or splice joints in HSS with one regular washer and one regular lock washer placed under each heavy hex nut. Nuts must conform to ASTM A563 requirements.
Provide 12" Dia round bar U-bolts (ASTM A36) with plate washer (ASTM A36) and regular lock washers placed under hex nuts that conform to ASTM A563 requirements. See "U-Bolt Detail".
Provide Class C(AE) concrete.
Provide bar laps, where required, as follows:
Uncoated or galvanized ~ #5 = 2'-0" Epoxy coated ~ #5 = 3'-0"
This rail has been successfully evaluated by full-scale crash test to meet MASH TL-3 criteria. This rail can be used for speeds of 50 mph and greater when a TL-3 rated guardrail transition is used. When a TL-2 rated guardrail transition is used, this rail can only be used for speeds of 45 mph and less.
This railing cannot be used on bridges with expansion joints providing more than 5" movement or on cast-in-place retaining walls, unless otherwise noted.
Rail anchorage details shown on this standard may require modification for select structure types. See appropriate details elsewhere in plans for these modifications.
Submit erection drawings showing panel lengths, rail post spacing, and anchor bolt setting, to the Engineer for approval.
Average weight of railing with no overlay: 173 plf total
131 plf (Conc) 42 plf (Steel).
Note: All structural steel components shall be self-weathering steel unless noted otherwise (excludes bolts, anchor bolts, nuts, washers, etc.)
Paint, where required, shall be Federal Specification 595 color #20059 (brown).
NOT USED FOR THIS PROJECT
| STAMPS LOGOS AND SEALS: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 1111111 RE Af7 04 0 O i9l04 W 0 ss tF ¾r 10NAL i1ff 11f lJII 11 1111111Row1: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 1111111 RE Af7 04 0 O i9l04 W 0 ss tF ¾r 10NAL i1ff 11f lJII 11 1111111Row1_2: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 1111111 RE Af7 04 0 O i9l04 W 0 ss tF ¾r 10NAL i1ff 11f lJII 11 1111111Row1_3: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 1111111 RE Af7 04 0 O i9l04 W 0 ss tF ¾r 10NAL i1ff 11f lJII 11 1111111Row2: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 1111111 RE Af7 04 0 O i9l04 W 0 ss tF ¾r 10NAL i1ff 11f lJII 11 1111111Row2_2: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 1111111 RE Af7 04 0 O i9l04 W 0 ss tF ¾r 10NAL i1ff 11f lJII 11 1111111Row2_3: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 1111111 RE Af7 04 0 O i9l04 W 0 ss tF ¾r 10NAL i1ff 11f lJII 11 1111111Row3: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 1111111 RE Af7 04 0 O i9l04 W 0 ss tF ¾r 10NAL i1ff 11f lJII 11 1111111Row3_2: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 1111111 RE Af7 04 0 O i9l04 W 0 ss tF ¾r 10NAL i1ff 11f lJII 11 1111111Row3_3: | |
| PROJECT NAME: | |
| DRAWING TITLE: | |
| DRAWING TITLE DEMOLITION PLAN: | |
| I 11ffI I 1: | |
| ARCHIVE NO: | |
| DESIGNER: | |
| CHECKED: | |
| DATE 09042020: | |
| I ti: | |
| w I i I I I I I: | |
| undefined: | |
| undefined_2: | |
| STAMPS LOGOS AND SEALS_2: | |
| undefined_3: | |
| undefined_4: | |
| Row1: | |
| z Q 1: | |
| undefined_5: | |
| undefined_6: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 1111111 RE Afr 04 0 O i91041 WI 0 Ss ¾r 10NAL i1ff lffl 11111111111Row1: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 1111111 RE Afr 04 0 O i91041 WI 0 Ss ¾r 10NAL i1ff lffl 11111111111Row1_2: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 1111111 RE Afr 04 0 O i91041 WI 0 Ss ¾r 10NAL i1ff lffl 11111111111Row1_3: | |
| undefined_7: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 1111111 RE Afr 04 0 O i91041 WI 0 Ss ¾r 10NAL i1ff lffl 11111111111Row2: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 1111111 RE Afr 04 0 O i91041 WI 0 Ss ¾r 10NAL i1ff lffl 11111111111Row2_2: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 1111111 RE Afr 04 0 O i91041 WI 0 Ss ¾r 10NAL i1ff lffl 11111111111Row2_3: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 1111111 RE Afr 04 0 O i91041 WI 0 Ss ¾r 10NAL i1ff lffl 11111111111Row3: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 1111111 RE Afr 04 0 O i91041 WI 0 Ss ¾r 10NAL i1ff lffl 11111111111Row3_2: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 1111111 RE Afr 04 0 O i91041 WI 0 Ss ¾r 10NAL i1ff lffl 11111111111Row3_3: | |
| PROJECT NAME_2: | |
| undefined_8: | |
| DRAWING TITLE_2: | |
| PROPOSED INDEX CONTOUR: | |
| DRAWING TITLE EROSION CONTROL PLAN: | |
| PROPOSED INTERMEDIATE CONTOUR: | |
| undefined_9: | |
| ARCHIVE NO_2: | |
| DESIGNER_2: | |
| COMPLETENESS AND IMPLEMENTATION THE FOLLOWING HAS BEEN DESIGNATED AS TIHE SWMP ADMINISTRATOR FOR TIHIS PROJECT: | |
| CONTACT INFO 1: | |
| CONTACT INFO 2: | |
| ACTUAL 1: | |
| ACTUAL 2: | |
| ACTUAL 3: | |
| FOURTEEN 14 1: | |
| FOURTEEN 14 2: | |
| undefined_10: | |
| undefined_11: | |
| Jl: | |
| CWA: | |
| J 1: | |
| 8 X 8 MINJ I: | |
| J 1_2: | |
| J I: | |
| undefined_12: | |
| w 1 1 S: | |
| November 2010: | |
| Urban Drainage and Flood Control District: | |
| CWA3: | |
| STAMPS LOGOS AND SEALS_3: | |
| STAMPS LOGOS AND SEALS JVA Inc 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver PO Box 1860 11111111 RE Afr 04 0 O i9l04 W 0 ss tF ¾r 10NAL i1ff f11111111111Row1: | |
| STAMPS LOGOS AND SEALS JVA Inc 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver PO Box 1860 11111111 RE Afr 04 0 O i9l04 W 0 ss tF ¾r 10NAL i1ff f11111111111Row1_2: | |
| STAMPS LOGOS AND SEALS JVA Inc 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver PO Box 1860 11111111 RE Afr 04 0 O i9l04 W 0 ss tF ¾r 10NAL i1ff f11111111111Row1_3: | |
| STAMPS LOGOS AND SEALS JVA Inc 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver PO Box 1860 11111111 RE Afr 04 0 O i9l04 W 0 ss tF ¾r 10NAL i1ff f11111111111Row2: | |
| STAMPS LOGOS AND SEALS JVA Inc 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver PO Box 1860 11111111 RE Afr 04 0 O i9l04 W 0 ss tF ¾r 10NAL i1ff f11111111111Row2_2: | |
| STAMPS LOGOS AND SEALS JVA Inc 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver PO Box 1860 11111111 RE Afr 04 0 O i9l04 W 0 ss tF ¾r 10NAL i1ff f11111111111Row2_3: | |
| STAMPS LOGOS AND SEALS JVA Inc 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver PO Box 1860 11111111 RE Afr 04 0 O i9l04 W 0 ss tF ¾r 10NAL i1ff f11111111111Row3: | |
| STAMPS LOGOS AND SEALS JVA Inc 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver PO Box 1860 11111111 RE Afr 04 0 O i9l04 W 0 ss tF ¾r 10NAL i1ff f11111111111Row3_2: | |
| STAMPS LOGOS AND SEALS JVA Inc 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver PO Box 1860 11111111 RE Afr 04 0 O i9l04 W 0 ss tF ¾r 10NAL i1ff f11111111111Row3_3: | |
| PROJECT NAME_3: | |
| DRAWING TITLE_3: | |
| DRAWING TITLE SWMP NOTES: | |
| undefined_13: | |
| ARCHIVE NO_3: | |
| DESIGNER_3: | |
| CHECKED_2: | |
| DATE 09042020_2: | |
| I 1262127oo 268984916: | |
| SIGNAGE LEGEND: | |
| HORIZONTAL CONTROL NOTES: | |
| OM3L: | |
| W53: | |
| STAMPS LOGOS AND SEALS_4: | |
| j: | |
| 1in 7 1111I I I II: | |
| 0: | |
| I 126216229 268974920: | |
| undefined_14: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 1111111J RE A r ¾ 04 0 91041 ii I 0 ss tF ¾r 10NAL i1ff IJIJ 1111111111Row1: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 1111111J RE A r ¾ 04 0 91041 ii I 0 ss tF ¾r 10NAL i1ff IJIJ 1111111111Row1_2: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 1111111J RE A r ¾ 04 0 91041 ii I 0 ss tF ¾r 10NAL i1ff IJIJ 1111111111Row1_3: | |
| 9150: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 1111111J RE A r ¾ 04 0 91041 ii I 0 ss tF ¾r 10NAL i1ff IJIJ 1111111111Row2: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 1111111J RE A r ¾ 04 0 91041 ii I 0 ss tF ¾r 10NAL i1ff IJIJ 1111111111Row2_2: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 1111111J RE A r ¾ 04 0 91041 ii I 0 ss tF ¾r 10NAL i1ff IJIJ 1111111111Row2_3: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 1111111J RE A r ¾ 04 0 91041 ii I 0 ss tF ¾r 10NAL i1ff IJIJ 1111111111Row3: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 1111111J RE A r ¾ 04 0 91041 ii I 0 ss tF ¾r 10NAL i1ff IJIJ 1111111111Row3_2: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 1111111J RE A r ¾ 04 0 91041 ii I 0 ss tF ¾r 10NAL i1ff IJIJ 1111111111Row3_3: | |
| undefined_15: | |
| PROJECT NAME_4: | |
| 4 15: | |
| DRAWING TITLE_4: | |
| I ARCHIVE NO: | |
| I ARCHIVE NORow1: | |
| I CHECKED: | |
| SUB SHEET NO C10 TE 12020: | |
| I: | |
| undefined_16: | |
| j_2: | |
| J jJ 1 I: | |
| fill_5: | |
| PURPOSES ONLY: | |
| undefined_17: | |
| 9 7 511 o: | |
| undefined_18: | |
| STAMPS LOGOS AND SEALS_5: | |
| 10: | |
| undefined_19: | |
| undefined_20: | |
| 1 9J43P BGi: | |
| I TYPE H VPBOTH SIDES: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 111111111 RE A r ¾ 04 0 91041 ii I 0 ss tF ¾r 10NAL i1ff llf 11111111Row1: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 111111111 RE A r ¾ 04 0 91041 ii I 0 ss tF ¾r 10NAL i1ff llf 11111111Row1_2: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 111111111 RE A r ¾ 04 0 91041 ii I 0 ss tF ¾r 10NAL i1ff llf 11111111Row1_3: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 111111111 RE A r ¾ 04 0 91041 ii I 0 ss tF ¾r 10NAL i1ff llf 11111111Row2: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 111111111 RE A r ¾ 04 0 91041 ii I 0 ss tF ¾r 10NAL i1ff llf 11111111Row2_2: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 111111111 RE A r ¾ 04 0 91041 ii I 0 ss tF ¾r 10NAL i1ff llf 11111111Row2_3: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 111111111 RE A r ¾ 04 0 91041 ii I 0 ss tF ¾r 10NAL i1ff llf 11111111Row3: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 111111111 RE A r ¾ 04 0 91041 ii I 0 ss tF ¾r 10NAL i1ff llf 11111111Row3_2: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 111111111 RE A r ¾ 04 0 91041 ii I 0 ss tF ¾r 10NAL i1ff llf 11111111Row3_3: | |
| RE STRUCT TYP BOTH SIDES: | |
| PROJECT NAME_5: | |
| fill_16: | |
| 150 I j: | |
| L RHAINING WALL: | |
| undefined_21: | |
| DRAWING TITLE_5: | |
| DRAWING TITLE GRADING AND DRAINAGE PLAN: | |
| ARCHIVE NO_4: | |
| I I I I I 11111i1111 111 1111: | |
| DESIGNER_4: | |
| undefined_22: | |
| undefined_23: | |
| undefined_24: | |
| undefined_25: | |
| undefined_26: | |
| undefined_27: | |
| undefined_28: | |
| undefined_29: | |
| undefined_30: | |
| undefined_31: | |
| undefined_32: | |
| undefined_33: | |
| DQLJT: | |
| undefined_34: | |
| HOWLDBR: | |
| 9760: | |
| undefined_35: | |
| MDliH: | |
| undefined_36: | |
| Row1_2: | |
| GRow1: | |
| AveRow1: | |
| TIRow1: | |
| Row1_3: | |
| Row2: | |
| undefined_37: | |
| undefined_38: | |
| 1SRow1: | |
| undefined_39: | |
| 1SRow2: | |
| FINIS: | |
| Row3: | |
| GRP: | |
| fill_24: | |
| nn: | |
| Q: | |
| HEDRow1: | |
| XISf: | |
| I_2: | |
| IRow1: | |
| ROJAD: | |
| 1SRow3: | |
| 1 nRow1: | |
| undefined_40: | |
| 1n: | |
| DERow2: | |
| L0: | |
| c: | |
| undefined_41: | |
| IRow2: | |
| fill_182: | |
| undefined_42: | |
| iit: | |
| Row1_4: | |
| i a I: | |
| undefined_43: | |
| I_3: | |
| r: | |
| LRow1: | |
| tRow1: | |
| iiRow2: | |
| 1: | |
| undefined_44: | |
| IRow1_2: | |
| undefined_45: | |
| undefined_46: | |
| tRow2: | |
| iiRow3: | |
| Row2_2: | |
| Row1_5: | |
| 1 1Row1: | |
| 1 1Row1_2: | |
| i a IRow1: | |
| Row3_2: | |
| Row2_3: | |
| undefined_47: | |
| undefined_48: | |
| Row4: | |
| Row3_3: | |
| 1 1Row3: | |
| 1 1Row3_2: | |
| i a IRow3: | |
| if: | |
| 7: | |
| undefined_49: | |
| I_4: | |
| undefined_50: | |
| fill_44: | |
| I_5: | |
| fill_51: | |
| 6 SURRAC: | |
| JRS: | |
| t: | |
| ii: | |
| undefined_51: | |
| GRADE: | |
| iiJRS: | |
| EXIST: | |
| GRADE_2: | |
| coAGlREG TE: | |
| undefined_52: | |
| iiAGlREG TE: | |
| Row5: | |
| Row4_2: | |
| 1 1Row4: | |
| 1 1Row4_2: | |
| i a IRow4: | |
| fl: | |
| fl_2: | |
| undefined_53: | |
| fl_3: | |
| fl_4: | |
| GRADERow1: | |
| SEE DBTAI: | |
| coSEE DBTAI: | |
| undefined_54: | |
| iiSEE DBTAI: | |
| Row6: | |
| Row5_2: | |
| undefined_55: | |
| undefined_56: | |
| undefined_57: | |
| Row2_4: | |
| Row2_5: | |
| undefined_58: | |
| GRADERow2: | |
| coRow3: | |
| undefined_59: | |
| iiRow8: | |
| Row6_2: | |
| 1 1Row6: | |
| 1 1Row6_2: | |
| i a IRow6: | |
| undefined_60: | |
| Row6_3: | |
| Row4_3: | |
| Row3_4: | |
| Row3_5: | |
| undefined_61: | |
| GRADERow3: | |
| undefined_62: | |
| coRow4: | |
| undefined_63: | |
| iiRow9: | |
| Row7: | |
| undefined_64: | |
| undefined_65: | |
| undefined_66: | |
| undefined_67: | |
| Row4_4: | |
| Row4_5: | |
| undefined_68: | |
| GRADERow4: | |
| undefined_69: | |
| coRow5: | |
| undefined_70: | |
| iiRow10: | |
| Row8: | |
| undefined_71: | |
| undefined_72: | |
| undefined_73: | |
| undefined_74: | |
| Row5_3: | |
| Row5_4: | |
| undefined_75: | |
| GRADERow5: | |
| undefined_76: | |
| coRow6: | |
| undefined_77: | |
| iiRow11: | |
| Row9: | |
| undefined_78: | |
| undefined_79: | |
| undefined_80: | |
| undefined_81: | |
| Row6_4: | |
| Row6_5: | |
| undefined_82: | |
| GRADERow6: | |
| undefined_83: | |
| coRow7: | |
| undefined_84: | |
| iiRow12: | |
| Row10: | |
| undefined_85: | |
| undefined_86: | |
| undefined_87: | |
| undefined_88: | |
| Row7_2: | |
| Row7_3: | |
| undefined_89: | |
| GRADERow7: | |
| undefined_90: | |
| coRow8: | |
| undefined_91: | |
| iiRow13: | |
| Row11: | |
| 1 1Row11: | |
| 1 1Row11_2: | |
| i a IRow11: | |
| undefined_92: | |
| Row11_2: | |
| Row9_2: | |
| Row8_2: | |
| Row8_3: | |
| undefined_93: | |
| GRADERow8: | |
| undefined_94: | |
| coRow9: | |
| undefined_95: | |
| iiRow14: | |
| Row12: | |
| undefined_96: | |
| undefined_97: | |
| undefined_98: | |
| undefined_99: | |
| Row9_3: | |
| Row9_4: | |
| undefined_100: | |
| GRADERow9: | |
| undefined_101: | |
| coRow10: | |
| undefined_102: | |
| iiRow15: | |
| Row13: | |
| 1 1Row13: | |
| 1 1Row13_2: | |
| i a IRow13: | |
| undefined_103: | |
| Row13_2: | |
| Row11_3: | |
| Row10_2: | |
| Row10_3: | |
| undefined_104: | |
| GRADERow10: | |
| undefined_105: | |
| coRow11: | |
| undefined_106: | |
| iiRow16: | |
| Row14: | |
| undefined_107: | |
| undefined_108: | |
| undefined_109: | |
| undefined_110: | |
| Row11_4: | |
| Row11_5: | |
| undefined_111: | |
| GRADERow11: | |
| undefined_112: | |
| coRow12: | |
| undefined_113: | |
| iiRow17: | |
| Row15: | |
| 1 1Row15: | |
| 1 1Row15_2: | |
| i a IRow15: | |
| undefined_114: | |
| Row15_2: | |
| Row13_3: | |
| Row12_2: | |
| Row12_3: | |
| undefined_115: | |
| GRADERow12: | |
| undefined_116: | |
| coRow13: | |
| undefined_117: | |
| iiRow18: | |
| Row16: | |
| GRADERow13: | |
| undefined_118: | |
| w O W: | |
| TYPICAL GRAVEL SECTION WllH ROADSIDE DITCH: | |
| undefined_119: | |
| undefined_120: | |
| undefined_121: | |
| Row13_4: | |
| Row13_5: | |
| undefined_122: | |
| coRow14: | |
| 9740: | |
| DE: | |
| undefined_123: | |
| undefined_124: | |
| 40 20 0 20 40: | |
| undefined_125: | |
| undefined_126: | |
| 9740_2: | |
| DERow3: | |
| undefined_127: | |
| undefined_128: | |
| STAMPS LOGOS AND SEALS_6: | |
| undefined_129: | |
| undefined_130: | |
| undefined_131: | |
| I 1m1ir 0: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 1111111 RE Afr 04 0 O i9l04 W 0 ss tF ¾r 10NAL i1ff llf111111111111Row1: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 1111111 RE Afr 04 0 O i9l04 W 0 ss tF ¾r 10NAL i1ff llf111111111111Row1_2: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 1111111 RE Afr 04 0 O i9l04 W 0 ss tF ¾r 10NAL i1ff llf111111111111Row1_3: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 1111111 RE Afr 04 0 O i9l04 W 0 ss tF ¾r 10NAL i1ff llf111111111111Row2: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 1111111 RE Afr 04 0 O i9l04 W 0 ss tF ¾r 10NAL i1ff llf111111111111Row2_2: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 1111111 RE Afr 04 0 O i9l04 W 0 ss tF ¾r 10NAL i1ff llf111111111111Row2_3: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 1111111 RE Afr 04 0 O i9l04 W 0 ss tF ¾r 10NAL i1ff llf111111111111Row3: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 1111111 RE Afr 04 0 O i9l04 W 0 ss tF ¾r 10NAL i1ff llf111111111111Row3_2: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 1111111 RE Afr 04 0 O i9l04 W 0 ss tF ¾r 10NAL i1ff llf111111111111Row3_3: | |
| PROJECT NAME_6: | |
| 976: | |
| 976_2: | |
| 976_3: | |
| 9745 9740 60 20 0 20 SCALE IN FEET 40Row3: | |
| 9745 9740 60 20 0 20 SCALE IN FEET 40Row4: | |
| 9745 9740 60 20 0 20 SCALE IN FEET 40Row4_2: | |
| 9745 9740 60 20 0 20 SCALE IN FEET 40Row4_3: | |
| I 00 K 17 4: | |
| 9745 9740 60 20 0 20 SCALE IN FEET 40Row4_4: | |
| ap: | |
| llJ w 088 u: | |
| I 9755 I I I 5 33 11 I I I I 11 I I I G342TA2911l: | |
| undefined_132: | |
| undefined_133: | |
| undefined_134: | |
| 1 9750 11fi J I i I I I I I I MATCHIGRADE TO 1: | |
| 9745 STA z3sn e ARCHIVE NO: | |
| I I I I I I I I I 97394: | |
| Row1_6: | |
| Row1_7: | |
| Row1_8: | |
| olA2189A I I I I I I I I DESIGNER: | |
| SUB SHEET NO: | |
| I I I I I: | |
| undefined_135: | |
| undefined_136: | |
| 1 RFi F fl RF: | |
| 1 A 9750: | |
| undefined_137: | |
| undefined_138: | |
| 974511 I 11 r1 I ttn I I I 119745: | |
| Row1_9: | |
| Row1_10: | |
| Row1_11: | |
| EXISTI GRlDE: | |
| fill_23: | |
| Row2_6: | |
| Row2_7: | |
| Row2_8: | |
| Row1_12: | |
| Row1_13: | |
| undefined_139: | |
| fill_31: | |
| Row3_6: | |
| Row3_7: | |
| Row3_8: | |
| Row2_9: | |
| Row2_10: | |
| 97401 I I I I I I I I I I I I I I I 19740: | |
| fill_38: | |
| 9760_2: | |
| 9760_3: | |
| 9760_4: | |
| 9760_5: | |
| 9760_6: | |
| K 710 LtifGTR256 I 5615: | |
| 9755: | |
| K 710 LtifGTR256 I 5615_2: | |
| 9755_2: | |
| 9755_3: | |
| 9755_4: | |
| 9755_5: | |
| 9750 9745: | |
| vi: | |
| 250: | |
| 9750 9745_2: | |
| I u: | |
| 250: | |
| 9750 9745_3: | |
| co9750 9745: | |
| co 9750 9745: | |
| iJiJ200: | |
| I_6: | |
| FINAL: | |
| co GRADE: | |
| I_7: | |
| Row2_11: | |
| FINAL9750 9745: | |
| FINAL9750 9745_2: | |
| V: | |
| Row3_9: | |
| FINAL9750 9745_3: | |
| GRADERow1_2: | |
| FINAL9750 9745_4: | |
| FINAL9740: | |
| SEE FS 250 PROFILE: | |
| GRADERow2_2: | |
| IJ: | |
| GRADEIJ: | |
| GRADERow4_2: | |
| GRADERow5_2: | |
| CONNECT TO rxIsrmlDc ElEV94558: | |
| GRADECONNECT TO rxIsrmlDc ElEV94558: | |
| 1000: | |
| GRADECONNECT TO rxIsrmlDc ElEV94558_2: | |
| STAMPS LOGOS AND SEALS_7: | |
| I_8: | |
| I_9: | |
| I_10: | |
| EXIST_2: | |
| r_2: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 111111 RE A r ¾ ¼ 0 O i91041 wt 0 ss tF ¾r 10NAL i1ff llt1111111111IIRow1: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 111111 RE A r ¾ ¼ 0 O i91041 wt 0 ss tF ¾r 10NAL i1ff llt1111111111IIRow1_2: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 111111 RE A r ¾ ¼ 0 O i91041 wt 0 ss tF ¾r 10NAL i1ff llt1111111111IIRow1_3: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 111111 RE A r ¾ ¼ 0 O i91041 wt 0 ss tF ¾r 10NAL i1ff llt1111111111IIRow2: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 111111 RE A r ¾ ¼ 0 O i91041 wt 0 ss tF ¾r 10NAL i1ff llt1111111111IIRow2_2: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 111111 RE A r ¾ ¼ 0 O i91041 wt 0 ss tF ¾r 10NAL i1ff llt1111111111IIRow2_3: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 111111 RE A r ¾ ¼ 0 O i91041 wt 0 ss tF ¾r 10NAL i1ff llt1111111111IIRow3: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 111111 RE A r ¾ ¼ 0 O i91041 wt 0 ss tF ¾r 10NAL i1ff llt1111111111IIRow3_2: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 111111 RE A r ¾ ¼ 0 O i91041 wt 0 ss tF ¾r 10NAL i1ff llt1111111111IIRow3_3: | |
| PROJECT NAME_7: | |
| DRAWING TITLE_6: | |
| PLAN AND PROFILE: | |
| undefined_140: | |
| SUB SHEET NO_2: | |
| CHECKED_3: | |
| SCALE 120 HORIZ I 42020 I I: | |
| SHEIT 1Q OF 32: | |
| Row1_14: | |
| undefined_141: | |
| STAMPS LOGOS AND SEALS_8: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 111111111 RE A r ¾ 04 0 91041 ii I 0 ss tF ¾r 10NAL i1ff ll1il I I IllRow1: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 111111111 RE A r ¾ 04 0 91041 ii I 0 ss tF ¾r 10NAL i1ff ll1il I I IllRow1_2: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 111111111 RE A r ¾ 04 0 91041 ii I 0 ss tF ¾r 10NAL i1ff ll1il I I IllRow1_3: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 111111111 RE A r ¾ 04 0 91041 ii I 0 ss tF ¾r 10NAL i1ff ll1il I I IllRow2: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 111111111 RE A r ¾ 04 0 91041 ii I 0 ss tF ¾r 10NAL i1ff ll1il I I IllRow2_2: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 111111111 RE A r ¾ 04 0 91041 ii I 0 ss tF ¾r 10NAL i1ff ll1il I I IllRow2_3: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 111111111 RE A r ¾ 04 0 91041 ii I 0 ss tF ¾r 10NAL i1ff ll1il I I IllRow3: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 111111111 RE A r ¾ 04 0 91041 ii I 0 ss tF ¾r 10NAL i1ff ll1il I I IllRow3_2: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 111111111 RE A r ¾ 04 0 91041 ii I 0 ss tF ¾r 10NAL i1ff ll1il I I IllRow3_3: | |
| PROJECT NAME_8: | |
| DRAWING TITLE_7: | |
| CIVIL SITE DETAILS: | |
| SUB SHEET NO_3: | |
| CHECKED_4: | |
| undefined_142: | |
| I 12020 I 11 oe 32 I: | |
| undefined_143: | |
| I i I: | |
| D f: | |
| TYP SHEET C10 KRJill1: | |
| Row1_15: | |
| ANCHOR PLATE: | |
| BUTTON HEAD BOLT AND RECESS NUT WITH: | |
| 7 THE STEEL TUBE MAY BE DRIVEN WITH WOOD POST INSERTED: | |
| PIPE 7 FROM TOP: | |
| SEE NOTE 2 lJll: | |
| I I: | |
| 0 c: | |
| y: | |
| 0 cRow1: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 11111111 RE Afr 04 0 O i9l04 W 0 ss tF ¾r 10NAL i1ff f11111111111Row1: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 11111111 RE Afr 04 0 O i9l04 W 0 ss tF ¾r 10NAL i1ff f11111111111Row1_2: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 11111111 RE Afr 04 0 O i9l04 W 0 ss tF ¾r 10NAL i1ff f11111111111Row1_3: | |
| n: | |
| clLJ u: | |
| undefined_144: | |
| STAMPS LOGOS AND SEALS JVA Inc PO Box 1860 47 Cooper Creek Way Suite 328 Winter Park CO 80482 9707227677 wwwjvajvacom Boulder Fort Collins Winter Park Glenwood Springs Denver 11111111 RE Afr 04 0 O i9l04 W 0 ss tF ¾r 10NAL i1ff f11111111111Row2: |
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .