Attachment 9a Olive Ridge Drawings.pdf
PDF 20 MB Posted
- Attached to
- GAOA Crow Valley Olive Ridge Water System Federal contract opportunity
- Solicitation number
- 1240LT24B0001
About this file
The document Attachment 9a Olive Ridge Drawings appears to be a set of drawings related to the GAOA Crow Valley Olive Ridge Water System federal contract opportunity (Solicitation Number 1240LT24B0001).
This solicitation is being issued by the Department of Agriculture Forest Service R2-Rocky Mountain Region for the GAOA Crow Valley Olive Ridge Water System project. All questions regarding the solicitation are due no later than May 29, 2024, and should be sent to paula.sales@usda.gov. The instructions for submitting questions can be found in Section L of the solicitation. The solicitation is for an Opportunity Type of Solicitation, but no other details about the contract requirements, set-asides, pricing terms, or award dates are provided in the information given.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Solicitation Questions and Answsers.pdf | ||
| Site Visit Questions and Answers.pdf | ||
| Site Visit Attendance.pdf | ||
| 1240LT24B0001 Amendment 1.pdf | ||
| Attachment 2 Statement of Work.pdf | ||
| Attachment 6 Crow Valley Site Plan.pdf | ||
| Attachment 7 Olive Ridge Specifications.pdf | ||
| Attachment 13 Wage Determination CA20240002 23Feb24.pdf | ||
| Attachment 8 Olive Ridge Vicinity Arial Map.pdf | ||
| Attachment 10 Olive Ridge Photos.pdf | ||
| Attachment 12 Forest Service Supplemental Specifications.pdf | ||
| Attachment 1 Schedule of Items.xls | XLS spreadsheet | |
| Attachment 9b Olive Ridge_Signed Title Sheet.pdf | ||
| Attachment 11 MasterSet_ARP_RoadDrawings.pdf | ||
| 1240LT24B0001 GAOA Crow Valley Olive Ridge Water System.pdf | ||
| Attachment 3 Crow Valley Specifications.pdf | ||
| Attachment 5 Crow Valley Drawings Signed.pdf | ||
| Attachment 4 Crow Valley Vicinity Arial Map.pdf |
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Text version
USDA FOREST SERVICE
OLIVE RIDGE CAMPGROUND
WATER SYSTEM IMPROVEMENT
ALLENSPARK, STATE OF COLORADO
CONSTRUCTION DOCUMENTS
OCTOBER 2021
I HAVE REVIEWED THE TECHNICAL ASPECTS OF THESE DRAWINGS:
FOREST LANDSCAPE ARCHITECT
FOREST ENGINEER
DATE
DATE
SHEET
OF
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
SUB SHEET NO.
DATENO. REVISION / ISSUE
DATE
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
OLIVE RIDGE
CAMPGROUND
WATER SYSTEM
IMPROVEMENTS
ARAPAHO - ROOSEVELT
NATIONAL FORESTS
PAWNEE
NATIONAL GRASSLAND
BOULDER RANGER DISTRICT
R2
ROCKY MOUNTAIN REGION
RJA/AR
KAT
10/2021
COVER SHEET
1 19
PROJECT MANAGER DATE
ACCESSIBILITY COORDINATOR DATE
RECOMMENDED BY:
DISTRICT MANAGER DATE
CDI MANAGER [ACTING] DATE
28923 10/27/2021
Know what's
R
SHEET
OF
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
SUB SHEET NO.
DATENO. REVISION / ISSUE
DATE
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
OLIVE RIDGE
CAMPGROUND
WATER SYSTEM
IMPROVEMENTS
ARAPAHO - ROOSEVELT
NATIONAL FORESTS
PAWNEE
NATIONAL GRASSLAND
BOULDER RANGER DISTRICT
R2
ROCKY MOUNTAIN REGION
RJA/AR
KAT
10/2021
LEGEND, NOTES AND
ABBREVIATIONS
2 19
SHEET
OF
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
SUB SHEET NO.
DATENO. REVISION / ISSUE
DATE
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
OLIVE RIDGE
CAMPGROUND
WATER SYSTEM
IMPROVEMENTS
ARAPAHO - ROOSEVELT
NATIONAL FORESTS
PAWNEE
NATIONAL GRASSLAND
BOULDER RANGER DISTRICT
R2
ROCKY MOUNTAIN REGION
RJA/AR
KAT
10/2021
HYDRAULIC PROFILE
AND DESIGN
CRITERIA
3 19
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
SUB SHEET NO.
DATENO. REVISION / ISSUE
DATE
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
OLIVE RIDGE
CAMPGROUND
WATER SYSTEM
IMPROVEMENTS
ARAPAHO - ROOSEVELT
NATIONAL FORESTS
PAWNEE
NATIONAL GRASSLAND
BOULDER RANGER DISTRICT
R2
ROCKY MOUNTAIN REGION
RJA/AR
KAT
10/2021
PROCESS FLOW
DIAGRAM
4 19
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
SUB SHEET NO.
DATENO. REVISION / ISSUE
DATE
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
OLIVE RIDGE
CAMPGROUND
WATER SYSTEM
IMPROVEMENTS
ARAPAHO - ROOSEVELT
NATIONAL FORESTS
PAWNEE
NATIONAL GRASSLAND
BOULDER RANGER DISTRICT
R2
ROCKY MOUNTAIN REGION
RJA/AR
KAT
10/2021
OVERAL SITE PLAN
5 19
28923 10/27/2021
(BID OPTION CAT. B)
(BID OPTION CAT. B)
(BID OPTION CAT. C)
(BID OPTION CAT. C)
1.5" HDPE LINE, BID OPTION CAT C
1.5" HDPE LINE, BID OPTION CAT B
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
SUB SHEET NO.
DATENO. REVISION / ISSUE
DATE
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
OLIVE RIDGE
CAMPGROUND
WATER SYSTEM
IMPROVEMENTS
ARAPAHO - ROOSEVELT
NATIONAL FORESTS
PAWNEE
NATIONAL GRASSLAND
BOULDER RANGER DISTRICT
R2
ROCKY MOUNTAIN REGION
RJA/AR
KAT
10/2021
DEMOLITION PLAN
6 19
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
SUB SHEET NO.
DATENO. REVISION / ISSUE
DATE
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
OLIVE RIDGE
CAMPGROUND
WATER SYSTEM
IMPROVEMENTS
ARAPAHO - ROOSEVELT
NATIONAL FORESTS
PAWNEE
NATIONAL GRASSLAND
BOULDER RANGER DISTRICT
R2
ROCKY MOUNTAIN REGION
RJA/AR
KAT
10/2021
DEMOLITION
PHOTOGRAPHS
7 19
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
SUB SHEET NO.
DATENO. REVISION / ISSUE
DATE
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
OLIVE RIDGE
CAMPGROUND
WATER SYSTEM
IMPROVEMENTS
ARAPAHO - ROOSEVELT
NATIONAL FORESTS
PAWNEE
NATIONAL GRASSLAND
BOULDER RANGER DISTRICT
R2
ROCKY MOUNTAIN REGION
RJA/AR
KAT
10/2021
UTILITY PLAN WEST
8 19
28923 10/27/2021
(BID OPTION CAT B)
CAP LINE FOR BID OPTION CAT B
(BID OPTION CAT B)
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
SUB SHEET NO.
DATENO. REVISION / ISSUE
DATE
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
OLIVE RIDGE
CAMPGROUND
WATER SYSTEM
IMPROVEMENTS
ARAPAHO - ROOSEVELT
NATIONAL FORESTS
PAWNEE
NATIONAL GRASSLAND
BOULDER RANGER DISTRICT
R2
ROCKY MOUNTAIN REGION
RJA/AR
KAT
10/2021
UTILITY PLAN EAST
9 19
28923 10/27/2021
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
SUB SHEET NO.
DATENO. REVISION / ISSUE
DATE
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
OLIVE RIDGE
CAMPGROUND
WATER SYSTEM
IMPROVEMENTS
ARAPAHO - ROOSEVELT
NATIONAL FORESTS
PAWNEE
NATIONAL GRASSLAND
BOULDER RANGER DISTRICT
R2
ROCKY MOUNTAIN REGION
RJA/AR
KAT
10/2021
WATER TREATMENT
BUILDING SITE PLAN
10 19
28923
(END BID OPTION CAT B)
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
SUB SHEET NO.
DATENO. REVISION / ISSUE
DATE
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
OLIVE RIDGE
CAMPGROUND
WATER SYSTEM
IMPROVEMENTS
ARAPAHO - ROOSEVELT
NATIONAL FORESTS
PAWNEE
NATIONAL GRASSLAND
BOULDER RANGER DISTRICT
R2
ROCKY MOUNTAIN REGION
RJA/AR
KAT
10/2021
SITE DETAILS
11 19
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
SUB SHEET NO.
DATENO. REVISION / ISSUE
DATE
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
OLIVE RIDGE
CAMPGROUND
WATER SYSTEM
IMPROVEMENTS
ARAPAHO - ROOSEVELT
NATIONAL FORESTS
PAWNEE
NATIONAL GRASSLAND
BOULDER RANGER DISTRICT
R2
ROCKY MOUNTAIN REGION
RJA/AR
KAT
10/2021
WATER TREATMENT
BUILDING PLAN AND
SECTIONS
12 19
STRUCTURAL GENERAL NOTES
DESIGN LOADS:
1. DESIGN LOADS: 2021 INTERNATIONAL BUILDING CODE, ASCE 7-16
2. RISK CATEGORY: II STANDARD
3. ROOFS:
A. ROOF DEAD LOAD DETERMINED BY PRECAST BUILDING MANUFACTURER
B. ROOF LIVE LOAD 20 PSF
C. GROUND SNOW LOAD, Pg 63 PSF D. FLAT-ROOF SNOW LOAD, Pf 53 PSF E. SNOW EXPOSURE FACTOR, Ce 1.0 F. SNOW IMPORTANCE FACTOR, Is 1.0 G. THERMAL FACTOR, Ct 1.2
1. WIND:
A. BASIC DESIGN WIND SPEED, V, (3-SECOND GUST) 175 MPH
B. ALLOWABLE STRESS DESIGN WIND SPEED, VASD, (3-SECOND GUST) 135 MPH
C. INTERNAL PRESSURE COEFFICIENT 0.18 (ENCLOSED)
D. WIND EXPOSURE C
E. GROUND ELEVATION FACTOR 0.78
F. COMPONENTS AND CLADDING ULTIMATE DESIGN WIND PRESSURES
1. WALLS:
a. WITHIN 3 FEET OF CORNERS +52.1 PSF -69.7 PSF
b. AWAY FROM CORNERS +52.1 PSF -56.5 PSF
2. ROOFS:
a. WITHIN 3 FEET OF CORNERS +30 PSF -122.7 PSF
b. WITHIN 3 FEET OF EDGES +30 PSF -82.9 PSF
c. AWAY FROM EDGES +30 PSF -47.6 PSF
3. OVERHANGS:
a. WITHIN 3 FEET OF CORNERS +30 PSF -171.2 PSF
b. AWAY FROM CORNERS +30 PSF -105.0 PSF
4. PRESSURES MAY BE REDUCED FOR EFFECTIVE WIND AREAS LARGER THAN 10 SQUARE FEET, BUT
NOT BELOW 16 PSF.
2. SEISMIC:
A. SPECTRAL RESPONSE ACCELERATION PARAMETERS
1. SHORT PERIOD
a. SS 0.258g
b. SDS 0.274g
2. ONE SECOND
a. S1 0.066g
b. SD1 0.105g
B. SOILS SITE CLASS D
C. SEISMIC IMPORTANCE FACTOR 1.00
D. SEISMIC DESIGN CATEGORY B
REINFORCED CONCRETE:
1. DESIGN IS BASED ON ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE."
2. CONCRETE WORK SHALL CONFORM TO ACI 301 "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE."
3. STRUCTURAL CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES:
4. CONCRETE MIX TABLE NOTES:
A. SLUMP VALUES INDICATED ARE SUGGESTED BASED ON USE AND TYPICAL PLACEMENT METHODS.
CONTRACTOR MAY ADJUST SLUMP AS NECESSARY FOR FIELD CONDITONS AND INSTALLATION METHOD
USED PROVIDED REMAINING REQUIREMENTS ARE MET.
5. DETAILING, FABRICATION, AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 315
"DETAILS AND DETAILING OF CONCRETE REINFORCEMENT."
6. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60
7. UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS, LAP BARS PER THE CONCRETE LAP SPLICE
SCHEDULE.
8. AT CORNERS AND INTERSECTIONS, MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE MATCHING CORNER
BARS FOR EACH LAYER OF REINFORCEMENT.
9. EXCEPT AS NOTED ON THE DRAWINGS, CONCRETE PROTECTION FOR REINFORCEMENT IN CAST-IN-PLACE
CONCRETE SHALL BE AS FOLLOWS:
A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3"
1. EXPOSED TO EARTH OR WEATHER:
a. #6 THROUGH #18 BARS 2"
b. #5 BAR, W31 OR D31 WIRE, AND SMALLER 1-1/2"
POST-INSTALLED ANCHORS
1. ALL CAST IN PLACE ANCHORS DESIGNED IN ACCORDANCE WITH ACI 318.
2. POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. THE
CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER-OF-RECORD PRIOR TO INSTALLING POST-
INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST-IN-PLACE ANCHORS.
3. CARE SHALL BE TAKEN IN PLACING POST-INSTALLED ANCHORS TO AVOID CONFLICTS WITH EXISTING REBAR.
EXISTING REINFORCING BARS SHALL NOT BE CUT UNLESS APPROVED BY THE EOR.
4. ALL ANCHORS MUST BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER’S PRINTED INSTALLATION INFORMATION (MPII) IN CONJUNCTION WITH EDGE DISTANCE, SPACING, AND EMBEDMENT DEPTH AS INDICATED ON THE DRAWINGS. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE WITH THE MPII.
5. SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THAN THOSE SPECIFIED, SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER-OF-RECORD ALONG WITH CALCULATIONS THAT ARE PREPARED & SEALED BY A REGISTERED PROFESSIONAL ENGINEER; REGISTRATION MUST BE IN THE STATE IN WHICH THE PROJECT IS LOCATED. THE CALCULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING EQUIVALENT PERFORMANCE VALUES (MINIMUM) OF THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S) AS REQUIRED BY THE AUTHORITY HAVING
JURISDICTION.
6. ADHESIVE ANCHORS MUST BE INSTALLED IN CONCRETE AGED A MINIMUM OF 21 DAYS (ACI 318-11 D 2.2, ACI 318-14 17.1.2)
7. ALL POST INSTALLED ANCHORS SHALL BE INSTALLED IN DRY HOLES THAT HAVE BEEN DRILLED, CLEANED, AND PREPARED IN STRICT ACCORDANCE WITH THE MANUFACTURER’S PRINTED INSTALLATION INFORMATION AND
THE RESPECTIVE ICC-ES EVALUATION REPORTS.
FIELD VERIFICATION OF EXISTING CONDITIONS:
1. THE GENERAL CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY THE EXISTING STRUCTURE TO VERIFY
CONDITIONS THAT AFFECT THE WORK SHOWN ON THE DRAWINGS.
2. THE GENERAL CONTRACTOR SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT AND
STRUCTURAL ENGINEER BEFORE PROCEEDING.
ALL GRADES OF STEEL
D = FINISHED INSIDE BEND DIAMETER
db = NOMINAL BAR DIAMETER MIN D = 6 db FOR #3 THROUGH #8 MIN D = 8 db FOR #9, #10, AND #11 MIN D = 10 db FOR #14 AND #18 db
DETAILING
DIMENSION
HOOK
A OR G
DETAILING
DIMENSION
4db OR 2-1/2" MIN
A
OR
G db
NOTES:
1. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF
FRESH CONCRETE CAST BELOW BAR
2. TABULATED VALUES ARE BASED ON GRADE 60 NON-EPOXY-COATED
REINFORCING BARS AND NORMAL WEIGHT CONCRETE
3. VALUES ARE IN INCHES
TYPICAL CORNER REINFORCMENT
SINGLE CURTAIN
SEE SECTIONS FOR
REINFORCEMENT
CORNER BAR TO MATCH
SIZE AND SPACING OF
HORIZONTAL REINFORCING
ST
D
LA
P
SP
LIC
E
STD LAP SPLICE
PROJECT NAME
ROCKY MOUNTAIN REGION
OLIVE RIDGE
CAMPGROUND
WATER SYSTEM
IMPROVEMENTS
10/26/2021
STAMPS, LOGOS, AND
SEALS
DATENO. REVISION / ISSUE
DRAWING TITLE
ARCHIVE NO.
DESIGNER
CHECKED
DATE
SUB SHEET NO.
SHEET
ARAPAHO - ROOSEVELT
NATIONAL FORESTS
PAWNEE
NATIONAL GRASSLAND
RJA
OF
R2
BOULDER RANGER DISTRICT
C:
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AJ
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A, In c\D oc um en ts\ e _ C en tra l_R
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S0.1
STRUCTURAL
NOTES AND DETAILS
AJT
INTENDED USE
EXPOSURE
CLASS
f'c, PSI
28 DAYS
MAX
W/CM
RATIO
MAXIMUM
AGGREGATE
SLUMP,
INCHES
(+/- 1")
AIR
CONTENT
PERCENT
(+/- 1.5%)
CEMENT
TYPE
ADMIXTURES /
COMMENTS
FOOTINGS F0-S0-W0-C1 4500 0.45 3/4" STONE 5 6% I/II
EXTERIOR SLAB ON
GRADE
F3-S0-W0-C2 4500 0.45 3/4" STONE 5 6% I/II
NO SCALES0.1
REINFORCEMENT - STANDARD HOOK1
NO SCALES0.1
REINFORCEMENT - LAP LENGTHS2
3/4" = 1'-0"S0.1
REINFORCEMENT - CORNERS3
TYPICAL CONCRETE REINFORCING LAP & EMBEDMENT LENGTHS (UNO)
BAR SIZE TYPE
Fc = 4500 PSI
(TOP)
Fc = 4500 PSI
(OTHER)
Fc = 4000 PSI
(TOP)
Fc = 4000 PSI
(OTHER)
Fc = 5000 PSI
(TOP)
Fc = 5000 PSI
(OTHER)
#4 EMBED 24 18 25 19 22 17
LAP 31 24 32 25 29 22
#5 EMBED 30 23 31 24 28 22
LAP 38 30 40 31 36 28
#6 EMBED 35 28 37 29 33 26
LAP 46 35 48 37 43 33
STANDARD HOOKS
BAR
SIZE D
180°
(A OR G)
180° (J)
90°
(A OR G)
#3 2 1/4" 5" 3" 6" #4 3" 6" 4" 8" #5 3 3/4" 7" 5" 10" #6 4-1/2" 8" 6" 1'-0
10/26/2021
10' - 6"
0"
S1.0
S1.0
6"Ø OPENING
IN SLAB
6"Ø OPENING
IN SLAB
6"x12" OPENINGS
FOR CONDUITS
FF=8363.80
S1.0
PREFABRICATED CONCRETE
BUILDING
2%
1'
- 0
1'
- 0
1'
- 6
1' - 0"
DRAIN AND FILL EXISTING
CORRUGATED METAL PIPE SUMP
WITH STRUCTURAL FILL OR
OTHER APPROVED FILL MATERIAL
S1.0
6" 5"
1' - 0"
3'
- 0
6"
6"
6"
6"
4'
- 0
2" 4' - 0" 12' - 0" 4' - 0"
PRE-FABRICATED
CONCRETE BUILDING
MI
N
1'
- 0
2" EXTRUDED POLYSTYRENE
INSULATION
SAND OR GRAVEL USGS GW, GP, SW,
SP, GM OR SM
(2)-#4 LONG.
EL 8363.80
6"
6"
DRAIN AND FILL EXISTING
CORRUGATED METAL PIPE SUMP
WITH STRUCTURAL FILL OR
OTHER APPROVED FILL MATERIAL.
FIELD VERIFY DIAMETER AND
DEPTH
3" 3"
3" 9"
4' - 0"
6"
PRE-FABRICATED
CONCRETE BUILDING
(2)-#4 LONG.
4' - 0"
2" EXTRUDED
POLYSTYRENE INSULATION
SAND OR GRAVEL USGS GW, GP, SW,
SP, GM OR SM
2%
SEALANT OVER 1/2"
PREMOLDED JOINT
FILLER
#4 x 12 " LONG DOWELS@ 18" O.C., EMBED 6" INTO PRECAST SLAB
EL 8363.80
3" 3"
3"
6"
5 1/2"
3 "
#4@18" EW
4' - 0" 10' - 6" 4' - 0"
2"
ACTIVE LEAFINACTIVE LEAF
PROJECT NAME
ROCKY MOUNTAIN REGION
OLIVE RIDGE
CAMPGROUND
WATER SYSTEM
IMPROVEMENTS
10/26/2021
STAMPS, LOGOS, AND
SEALS
DATENO. REVISION / ISSUE
DRAWING TITLE
ARCHIVE NO.
DESIGNER
CHECKED
DATE
SUB SHEET NO.
SHEET
ARAPAHO - ROOSEVELT
NATIONAL FORESTS
PAWNEE
NATIONAL GRASSLAND
RJA
OF
R2
BOULDER RANGER DISTRICT
C:
\U se rs\
AJ
T\
On eD riv e -
JV
A, In c\D oc um en ts\ e _ C en tra l_R
_a teu nis se n.r vt
S1.0
STRUCTURAL PLAN,
SECTIONS AND
ELEVATIONS
AJT
1/4"1/2" = 1'-0"
PLAN
1/2" = 1'-0"S1.0
SIDE ELEVATION2
1/2" = 1'-0"S1.0
SECTION3
1/2" = 1'-0"S1.0
SECTION4
1/2" = 1'-0"S1.0
FRONT ELEVATION1
CONCRETE
FOUNDATION BELOW
10/26/2021
NOTES:
1. STRUCTURE MUST INCLUDE AT LEAST TWO WALL
VENTS, ONE EACH ON OPPOSING WALLS
T
OF
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
SUB SHEET NO.
DATENO. REVISION / ISSUE
DATE
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
OLIVE RIDGE
CAMPGROUND
WATER SYSTEM
IMPROVEMENTS
ARAPAHO - ROOSEVELT
NATIONAL FORESTS
PAWNEE
NATIONAL GRASSLAND
BOULDER RANGER DISTRICT
R2
ROCKY MOUNTAIN REGION
BYF
BJJ
10/26/2021
AEDESIGN
Integrated Lighting and Electrical Solutions 1900 Wazee Street #205 Denver, CO 80202 303.296.3034 aedesign-inc.com Project #:5482.00
E0.0
ELECTRICAL COVER
SHEET AND NOTES
10-27-2021
W
W
SHEET
OF
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
SUB SHEET NO.
DATENO. REVISION / ISSUE
DATE
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
OLIVE RIDGE
CAMPGROUND
WATER SYSTEM
IMPROVEMENTS
ARAPAHO - ROOSEVELT
NATIONAL FORESTS
PAWNEE
NATIONAL GRASSLAND
BOULDER RANGER DISTRICT
R2
ROCKY MOUNTAIN REGION
BYF
BJJ
10/26/2021
AEDESIGN
Integrated Lighting and Electrical Solutions 1900 Wazee Street #205 Denver, CO 80202 303.296.3034 aedesign-inc.com Project #:5482.00
E0.1
ELECTRICAL SITE
PLAN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
SUB SHEET NO.
DATENO. REVISION / ISSUE
DATE
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
OLIVE RIDGE
CAMPGROUND
WATER SYSTEM
IMPROVEMENTS
ARAPAHO - ROOSEVELT
NATIONAL FORESTS
PAWNEE
NATIONAL GRASSLAND
BOULDER RANGER DISTRICT
R2
ROCKY MOUNTAIN REGION
BYF
BJJ
10/26/2021
AEDESIGN
Integrated Lighting and Electrical Solutions 1900 Wazee Street #205 Denver, CO 80202 303.296.3034 aedesign-inc.com Project #:5482.00
E1.0
ELECTRICAL
BUILDING PLAN
SHEET
OF
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
SUB SHEET NO.
DATENO. REVISION / ISSUE
DATE
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
OLIVE RIDGE
CAMPGROUND
WATER SYSTEM
IMPROVEMENTS
ARAPAHO - ROOSEVELT
NATIONAL FORESTS
PAWNEE
NATIONAL GRASSLAND
BOULDER RANGER DISTRICT
R2
ROCKY MOUNTAIN REGION
BYF
BJJ
10/26/2021
AEDESIGN
Integrated Lighting and Electrical Solutions 1900 Wazee Street #205 Denver, CO 80202 303.296.3034 aedesign-inc.com Project #:5482.00
E1.1
ELECTRICAL
ONE-LINE DIAGRAM
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
SUB SHEET NO.
DATENO. REVISION / ISSUE
DATE
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
OLIVE RIDGE
CAMPGROUND
WATER SYSTEM
IMPROVEMENTS
ARAPAHO - ROOSEVELT
NATIONAL FORESTS
PAWNEE
NATIONAL GRASSLAND
BOULDER RANGER DISTRICT
R2
ROCKY MOUNTAIN REGION
BYF
BJJ
10/26/2021
AEDESIGN
Integrated Lighting and Electrical Solutions 1900 Wazee Street #205 Denver, CO 80202 303.296.3034 aedesign-inc.com Project #:5482.00
E1.2
ELECTRICAL
SCHEDULES AND
CONTROL ONE-LINE
File details come from the government source that posted it. Updated .