Attachment_2B_Drawings_Owl_Creek_Campground.pdf
PDF 35 MB Posted
- Attached to
- GILA BOX GAOA CAMPGROUND IMPROVEMENTS Federal contract opportunity
- Solicitation number
- 140L0624R0032
About this file
This document appears to be a set of drawings titled "Attachment_2B_Drawings_Owl_Creek_Campground.pdf" related to the federal contract opportunity named "GILA BOX GAOA CAMPGROUND IMPROVEMENTS" under Solicitation Number 140L0624R0032. The opportunity is for campground improvements at the Gila Box location, issued by the Department of the Interior Bureau of Land Management National Office. The drawings likely provide details on the planned improvements, such as layouts, designs, and specifications for the campground facilities. As this document does not directly outline the required products or services, but rather provides supporting design information, a detailed summary of the contract requirements is not possible based solely on this attachment.
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Text version
TB
BE
NC
H
TB
SS
PTBL
PTBL
PTBL
PTBL
PTBL
PTBL
PTBL
CP105
3440.41
GI001
C O
V
ER
S
HE
ET
LVL
TLH
DCM
OWL CREEK CAMPGROUND IMPROVEMENTS
GILA BOX RIPARIAN NATIONAL CONSERVATION AREA
GREENLEE COUNTY, ARIZONA
SAFFORD FIELD OFFICE
DRAWING INDEX
GI001 COVER SHEET
CS101 CIVIL SITE PLAN CAMPSITE #1
CS102 CIVIL SITE PLAN CAMPSITE #2
CS103 CIVIL SITE PLAN CAMPSITE #3
CS104 CIVIL SITE PLAN CAMPSITE #4
CS105 CIVIL SITE PLAN CAMPSITE #5
CS106 CIVIL SITE PLAN CAMPSITE #6
CS107 CIVIL SITE PLAN CAMPSITE #7
CS108 SITE GRADING AND DRAINAGE PLAN
CS109 SITE GRADING AND DRAINAGE PLAN
CS501 CIVIL DETAILS
OC-A-101 OWL CREEK SITE PLAN
OC-A-111 OWL CREEK CAMPSITES
OC-A-112 OWL CREEK KIOSK REPLACEMENT & RESTROOM REPAIR
PROJECT DESCRIPTION
THE PROJECT IS APPROXIMATELY 6 MILES SOUTH OF CLIFTON ON THE
BLACK HILLS BACK COUNTRY BYWAY OFF OF HIGHWAY 191 IN GRAHAM
COUNTY, ARIZONA. NEAR THE OLD SAFFORD BRIDGE.
THE PROJECT CONSISTS OF CAMPGROUND IMPROVEMENTS INCLUDING
GRAVEL PARKING LOT RE-GRADING, SITE ROAD RE-GRADING AND
REPLACEMENT OF CAMP AMENITIES AT SEVEN CAMPSITES.
GENERAL NOTES:
1. ALL WORK SHALL CONFORM TO THE CONTRACT, SPECIFICATIONS, DRAWINGS, AND
DETAILS.
2. THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS PRIOR TO COMMENCING WORK,
AND NOTIFY THE OWNER OF ANY SUBSTANTIAL DISCREPANCIES CONCERNING THE
LOCATION AND FUNCTION OF EXISTING FACILITIES AS SHOWN ON THESE DRAWINGS.
3. THE CONTRACTOR SHALL CONTACT ARIZONA BLUE STAKE (811 OR 1-800-782-5348) FOR
UTILITY LOCATION MARKINGS A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO THE
COMMENCEMENT OF EXCAVATION.
4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING
IMPROVEMENTS "IN-PLACE" UNLESS OTHERWISE NOTED ON THE CONSTRUCTION
DOCUMENTS.
5. CONTRACTOR SHALL PROVIDE TEMPORARY FENCING AROUND ALL EXCAVATIONS. IN
NO CASE SHALL THE CONTRACTOR LEAVE OPEN TRENCHES WITHOUT SECURE FENCING.
6. THE CONTRACTOR SHALL COMPLY WITH ALL OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION (OSHA) REQUIREMENTS, INCLUDING WORKING WITHIN CONFINED
SPACE AREAS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE DESIGN,
INSTALLATION, AND MAINTENANCE OF ALL REQUIRED SHORING.
7. ALL TREES, SHRUBS, AND VEGETATION SHALL BE PROTECTED DURING CONSTRUCTION,
EXCEPT WHEN THE REMOVAL OF THE TREES, PLANTS, OR VEGETATION IS SPECIFICALLY
NOTED ON THE PLANS, OR APPROVED BY THE OWNER.
8. THE CONTRACTOR SHALL COORDINATE ALL TRIMMING AND PRUNING REQUIREMENTS
WITH THE OWNER.
9. ROCK BORDER MAY BE REMOVED AS REQUIRED TO ACCOMMODATE THE WORK.
RESTORE IN PLACE OR RELOCATE AS DIRECTED BY THE BLM.
BACK COUNTRY BYWAY
PTBL
FIRE RING
GRILL
PICNIC TABLE
NEW EXISTINGFEATURE
GROUND LINE PROFILE
CURB
BUILDING
SIDEWALK
DIRT ROAD
ALL RIGHTS RESERVED
PROJECT NO.: 20049.01
DESIGN BY:
DRAWN BY:
CHECKED BY:
DATE:
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EN
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THIS
SITE
PHOENIX
STATE REFERENCE MAP
N.T.S.
VICINITY MAP
N.T.S.
FLAGSTAFF
TUCSON
MATERIALS LIST
MOBILIZATION/DE-MOB EA. 1
REMOVE SITE POST & FOOTING EA. 7
REMOVAL OF RAMADA EA. 7
REMOVE PICNIC TABLE EA. 7
REMOVE FIRE PIT & GRILL PAIR 7
SUBGRAGE COMPACTION S.Y. 2,770
AGGREGATE FILL IMPORT C.Y. 205
12" HDPE PIPE, TYPE S L.F. 80
RELOCATE SITE ROCK C.Y. 10
D50 = 6" RIPRAP S.Y. 30
NEW RR DOOR, LOCK & CLOSER EA. 1
NEW SHADE STRUCTURE EA. 7
NEW FIRE RING EA. 7
NEW CAMP GRILL EA. 7
NEW PICNIC TABLES EA. 7
1/2" STEEL WIRE ROPE CABLE L.F. 111
4" SCHEDULE 40 TUBE STEEL L.F. 50
GILA RIVER
THIS
SITE
HIGHW
AY 191
BA
CK
CO
UN
TR
Y
BY
W
AY
OLD SAFFORD BRIDGE
SITE MAP
50 100 200
CAMPSITE #1
CAMPSITE #2
CAMPSITE #3
CAMPSITE #4
CAMPSITE #5
CAMPSITE #6
CAMPSITE #7
RESTROOM
PARKING LOT
KIOSK
SHADE STRUCTURE
CAMPSITE NUMBER POST
SURVEY NOTES
1. WCI REBAR WITH ALUMINUM CAP STAMPED "CP-105"
E.=963,474.058 N.=716,295.545 ELEV, 3,440.407
2. WCI REBAR WITH ALUMINUM CAP STAMPED "CP-106"
E.=963,416.22 N.=718,056.904 ELEV=3,501.391
3. WCI REBAR WITH ALUMINUM CAP STAMPED "CP-107"
E.=964,638.947 N.=713,855.801 ELEV=3,459.097
4. WCI REBAR WITH ALUMINUM CAP STAMPED "CP-108"
E.=964,051.600 N.=714,767.846 ELEV=3,456.64
PROJECT CONTROL POINTS
HORIZONTAL DATUM: NAD 83
VERTICAL DATUM: NAVD 88
COORDINATE SYSTEM: ARIZONA STATE PLANE, EAST ZONE
UNITS: INTERNATIONAL FEET
FIELD SURVEY OF GROUND CONTROL, PLANIMETRICS AND
TOPOGRAPHY
PERFORMED JANUARY 2023 BY:
WILSON & COMPANY, ENGINEERS & ARCHITECTS, INC
PROJECT CONTROL POINTS AND PROJECT COORDINATES
ARE IN GRID (STATE PLANE) COORDINATES
N01°52'50"W 1,762.31'
S20°42'32"E 1,633.22'
S32°46'52"E 1,084.81'
X
SEPTIC SYSTEM SS
NOTE: QUANTITIES ARE APPROXIMATE AND NOT ALL-INCLUSIVE.
CONTRACTOR SHALL CALCULATE OWN QUANTITIES.
SEE SITE FURNISHINGS DOCUMENT FOR PROPOSED AMENITIES
A. DEMOLISHED MATERIALS BECOME THE PROPERTY OF THE
CONTRACTOR. IT IS THE RESPONSIBILITY OF THE CONTRACTOR
TO LEGALLY DISPOSE OF THE MATERIALS OFF-SITE.
B. DESIGN VEHICLE SHOWN IS 19' LONG WITH 27' TRAILER,
OVERALL 48.7', MAX STEERING ANGLE APPROX. 21.5 DEGREES.
C. FINAL LAYOUT OF CAMPSITE AMENITIES TO BE APPROVED BY
THE BLM.
D. SEE SHEETS CS108 AND CS109 FOR ROAD AND PARKING LOT
GRADING
KEYNOTES
GENERAL NOTES
CAMPSITE #1 SITE PLAN
10 20 40
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ALL RIGHTS RESERVED
PROJECT NO.: 20049.01
DESIGN BY:
DRAWN BY:
CHECKED BY:
DATE:
BU
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CAMPSITE #1 DEMO PLAN
10 20 40
14'
9'
SCALE: NONE1 PICNIC TABLE PLACEMENT DETAIL
36" 19"
1. REMOVE ENTIRE SHADE STRUCTURE, APPROX. 8' TALL POSTS,
AND 2 FOOTINGS. REMOVE EXISTING PICNIC TABLE.
2. REMOVE GRILL AND SINGLE FOOTING
3. REMOVE FIRE RING, APPROX 3' DIA.
4. INSTALL NEW SHADE STRUCTURE, SEE FOOTING DETAIL 5 SHEET
CS501. CENTER NEW PICNIC TABLE UNDER SHADE STRUCTURE
AND INSTALL ON MAX 0.5% GRADE. SEE DETAIL 1 SHEET CS101
FOR MINIMUM CLEARANCES.
5. INSTALL NEW GRILL, SEE FOOTING DETAIL 3 SHEET CS501
6. INSTALL NEW FIRE RING, SEE DETAIL 4 SHEET CS501
7. REMOVE EXISTING CAMPSITE NUMBER POST AND FOOTING.
8. INSTALL NEW CAMPSITE NUMBER POST, REFER TO DETAIL 1 SHEET
CS102. SEE ALSO SITE FURNISHINGS PACKAGE.
CAMPSITE #2 SITE PLAN
10 20 40
CS102
C
IV
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P
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C A
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LVL
TLH
DCM
ALL RIGHTS RESERVED
PROJECT NO.: 20049.01
DESIGN BY:
DRAWN BY:
CHECKED BY:
DATE:
BU
RE
AU
O
F L
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D M
AN
AG
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871 COPYRIGHT 2023 GLHN ARCHITECTS & ENGINEERS, INC.
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CAMPSITE #2 DEMO PLAN
10 20 40
11'
12'
A. DEMOLISHED MATERIALS BECOME THE PROPERTY OF THE
CONTRACTOR. IT IS THE RESPONSIBILITY OF THE CONTRACTOR
TO LEGALLY DISPOSE OF THE MATERIALS OFF-SITE.
B. DESIGN VEHICLE SHOWN IS 19' LONG WITH 27' TRAILER,
OVERALL 48.7', MAX STEERING ANGLE APPROX. 21.5 DEGREES.
C. FINAL LAYOUT OF CAMPSITE AMENITIES TO BE APPROVED BY
THE BLM.
D. SEE SHEETS CS108 AND CS109 FOR ROAD AND PARKING LOT
GRADING
KEYNOTES
GENERAL NOTES
1. REMOVE ENTIRE SHADE STRUCTURE, APPROX. 8' TALL POSTS,
AND 2 FOOTINGS. REMOVE EXISTING PICNIC TABLE.
2. REMOVE GRILL AND FOOTING
3. REMOVE FIRE RING, APPROX 3' DIA.
4. INSTALL NEW SHADE STRUCTURE, SEE FOOTING DETAIL 5 SHEET
CS501. CENTER NEW PICNIC TABLE UNDER SHADE STRUCTURE
AND INSTALL ON MAX 0.5% GRADE. SEE DETAIL 1 SHEET CS101
FOR MINIMUM CLEARANCES.
5. INSTALL NEW GRILL, SEE FOOTING DETAIL 3 SHEET CS501
6. INSTALL NEW FIRE RING, SEE DETAIL 4 SHEET CS501
7. REMOVE EXISTING CAMPSITE NUMBER POST AND FOOTING.
8. INSTALL NEW CAMPSITE NUMBER POST, REFER TO DETAIL 1 SHEET
CS102. SEE ALSO SITE FURNISHINGS PACKAGE.
SCALE: NONE1 NUMBER POST FOOTING
CONCRETE
UNDISTURBED SOIL
FINISH
GRADE
NOTES:
1. FOR GENERAL REFERENCE ONLY. REFER TO
MANUFACTURER PROVIDED SPECIFICATIONS
FOR ROCKART SIGNS AND MARKERS.
4" X 4" STEEL
4" TALL U-SHAPED
REBAR EXTENTSION REFER TO
MANUFACTURER
STEEL DOME TOP
CAMPSITE #3 SITE PLAN
10 20 40
CS103
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LVL
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ALL RIGHTS RESERVED
PROJECT NO.: 20049.01
DESIGN BY:
DRAWN BY:
CHECKED BY:
DATE:
BU
RE
AU
O
F L
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D M
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AG
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EN
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871 COPYRIGHT 2023 GLHN ARCHITECTS & ENGINEERS, INC.
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CAMPSITE #3 DEMO PLAN
10 20 40
13'
14'
A. DEMOLISHED MATERIALS BECOME THE PROPERTY OF THE
CONTRACTOR. IT IS THE RESPONSIBILITY OF THE CONTRACTOR
TO LEGALLY DISPOSE OF THE MATERIALS OFF-SITE.
B. DESIGN VEHICLE SHOWN IS 19' LONG WITH 27' TRAILER,
OVERALL 48.7', MAX STEERING ANGLE APPROX. 21.5 DEGREES.
C. FINAL LAYOUT OF CAMPSITE AMENITIES TO BE APPROVED BY
THE BLM.
D. SEE SHEETS CS108 AND CS109 FOR ROAD AND PARKING LOT
GRADING
KEYNOTES
GENERAL NOTES
1. REMOVE ENTIRE SHADE STRUCTURE, APPROX. 8' TALL POSTS,
AND 2 FOOTINGS. REMOVE EXISTING PICNIC TABLE.
2. REMOVE GRILL AND FOOTING
3. REMOVE FIRE RING, APPROX. 3' DIA.
4. INSTALL NEW SHADE STRUCTURE, SEE FOOTING DETAIL 5 SHEET
CS501. CENTER NEW PICNIC TABLE UNDER SHADE STRUCTURE
AND INSTALL ON MAX 0.5% GRADE. SEE DETAIL 1 SHEET CS101
FOR MINIMUM CLEARANCES.
5. INSTALL NEW GRILL, SEE FOOTING DETAIL 3 SHEET CS501
6. INSTALL NEW FIRE RING, SEE DETAIL 4 SHEET CS501
7. REMOVE EXISTING CAMPSITE NUMBER POST AND FOOTING.
CAMPSITE #4 SITE PLAN
10 20 40
CS104
C
IV
IL
S
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P
LA
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C A
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PS
ITE
LVL
TLH
DCM
ALL RIGHTS RESERVED
PROJECT NO.: 20049.01
DESIGN BY:
DRAWN BY:
CHECKED BY:
DATE:
BU
RE
AU
O
F L
AN
D M
AN
AG
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EN
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D
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B
A
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871 COPYRIGHT 2023 GLHN ARCHITECTS & ENGINEERS, INC.
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CAMPSITE #4 DEMO PLAN
10 20 40
11'
11'
A. DEMOLISHED MATERIALS BECOME THE PROPERTY OF THE
CONTRACTOR. IT IS THE RESPONSIBILITY OF THE CONTRACTOR
TO LEGALLY DISPOSE OF THE MATERIALS OFF-SITE.
B. DESIGN VEHICLE SHOWN IS 19' LONG WITH 27' TRAILER,
OVERALL 48.7', MAX STEERING ANGLE APPROX. 21.5 DEGREES.
C. FINAL LAYOUT OF CAMPSITE AMENITIES TO BE APPROVED BY
THE BLM.
D. SEE SHEETS CS108 AND CS109 FOR ROAD AND PARKING LOT
GRADING
KEYNOTES
GENERAL NOTES
1. REMOVE ENTIRE SHADE STRUCTURE, APPROX. 8' TALL POSTS,
AND 2 FOOTINGS. REMOVE EXISTING PICNIC TABLE.
2. REMOVE GRILL AND FOOTING
3. REMOVE FIRE RING, APPROX 3' DIA.
4. INSTALL NEW SHADE STRUCTURE, SEE FOOTING DETAIL 5 SHEET
CS501. CENTER NEW PICNIC TABLE UNDER SHADE STRUCTURE
AND INSTALL ON MAX 0.5% GRADE. SEE DETAIL 1 SHEET CS101
FOR MINIMUM CLEARANCES.
5. INSTALL NEW GRILL, SEE FOOTING DETAIL 3 SHEET CS501
6. INSTALL NEW FIRE RING, SEE DETAIL 4 SHEET CS501
7. REMOVE EXISTING CAMPSITE NUMBER POST AND FOOTING.
CAMPSITE #5 SITE PLAN
10 20 40
CS105
C
IV
IL
S
ITE
P
LA
N
C A
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PS
ITE
LVL
TLH
DCM
ALL RIGHTS RESERVED
PROJECT NO.: 20049.01
DESIGN BY:
DRAWN BY:
CHECKED BY:
DATE:
BU
RE
AU
O
F L
AN
D M
AN
AG
EM
EN
T
D
C
B
A
E
F
D
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B
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87654321
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871 COPYRIGHT 2023 GLHN ARCHITECTS & ENGINEERS, INC.
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CAMPSITE #5 DEMO PLAN
10 20 40
5 6
A. DEMOLISHED MATERIALS BECOME THE PROPERTY OF THE
CONTRACTOR. IT IS THE RESPONSIBILITY OF THE CONTRACTOR
TO LEGALLY DISPOSE OF THE MATERIALS OFF-SITE.
B. DESIGN VEHICLE SHOWN IS 19' LONG WITH 27' TRAILER,
OVERALL 48.7', MAX STEERING ANGLE APPROX. 21.5 DEGREES.
C. FINAL LAYOUT OF CAMPSITE AMENITIES TO BE APPROVED BY
THE BLM.
D. SEE SHEETS CS108 AND CS109 FOR ROAD AND PARKING LOT
GRADING
KEYNOTES
GENERAL NOTES
1. REMOVE ENTIRE SHADE STRUCTURE, APPROX. 8' TALL POSTS,
AND 2 FOOTINGS. REMOVE EXISTING PICNIC TABLE.
2. REMOVE GRILL AND FOOTING
3. REMOVE FIRE RING, APPROX 3' DIA.
4. INSTALL NEW SHADE STRUCTURE, SEE FOOTING DETAIL 5 SHEET
CS501. CENTER NEW PICNIC TABLE UNDER SHADE STRUCTURE
AND INSTALL ON MAX 0.5% GRADE. SEE DETAIL 1 SHEET CS101
FOR MINIMUM CLEARANCES.
5. INSTALL NEW GRILL, SEE FOOTING DETAIL 3 SHEET CS501
6. INSTALL NEW FIRE RING, SEE DETAIL 4 SHEET CS501
7. REMOVE EXISTING CAMPSITE NUMBER POST AND FOOTING.
P/T - Car and Camper Trailer
CAMPSITE #6 SITE PLAN
10 20 40
CS106
C
IV
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P
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C A
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PS
ITE
LVL
TLH
DCM
ALL RIGHTS RESERVED
PROJECT NO.: 20049.01
DESIGN BY:
DRAWN BY:
CHECKED BY:
DATE:
BU
RE
AU
O
F L
AN
D M
AN
AG
EM
EN
T
D
C
B
A
E
F
D
C
B
E
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87654321
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871 COPYRIGHT 2023 GLHN ARCHITECTS & ENGINEERS, INC.
E B ro ad w ay
B lv d , T uc so n, A
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EN
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CAMPSITE #6 DEMO PLAN
10 20 40
A. DEMOLISHED MATERIALS BECOME THE PROPERTY OF THE
CONTRACTOR. IT IS THE RESPONSIBILITY OF THE CONTRACTOR
TO LEGALLY DISPOSE OF THE MATERIALS OFF-SITE.
B. DESIGN VEHICLE SHOWN IS 19' LONG WITH 27' TRAILER,
OVERALL 48.7', MAX STEERING ANGLE APPROX. 21.5 DEGREES.
C. FINAL LAYOUT OF CAMPSITE AMENITIES TO BE APPROVED BY
THE BLM.
D. SEE SHEETS CS108 AND CS109 FOR ROAD AND PARKING LOT
GRADING
E. ROCK BORDER MAY BE REMOVED AS REQUIRED TO
ACCOMMODATE THE WORK. RESTORE IN PLACE OR RELOCATE
AS DIRECTED BY THE BLM.
KEYNOTES
GENERAL NOTES
9' 8.5'
1. REMOVE ENTIRE SHADE STRUCTURE, APPROX. 8' TALL POSTS,
AND 2 FOOTINGS. REMOVE EXISTING PICNIC TABLE.
2. REMOVE GRILL AND FOOTING
3. REMOVE FIRE RING, APPROX 3' DIA.
4. INSTALL NEW SHADE STRUCTURE, SEE FOOTING DETAIL 5 SHEET
CS501. CENTER NEW PICNIC TABLE UNDER SHADE STRUCTURE
AND INSTALL ON MAX 0.5% GRADE. SEE DETAIL 1 SHEET CS101
FOR MINIMUM CLEARANCES.
5. INSTALL NEW GRILL, SEE FOOTING DETAIL 3 SHEET CS501
6. INSTALL NEW FIRE RING, SEE DETAIL 4 SHEET CS501
7. REMOVE EXISTING CAMPSITE NUMBER POST AND FOOTING.
CAMPSITE #7 SITE PLAN - ABA COMPLIANT CAMPSTIE
10 20 40
CS107
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- A
BA
C
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LVL
TLH
DCM
ALL RIGHTS RESERVED
PROJECT NO.: 20049.01
DESIGN BY:
DRAWN BY:
CHECKED BY:
DATE:
BU
RE
AU
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AN
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AN
AG
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EN
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B
A
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871 COPYRIGHT 2023 GLHN ARCHITECTS & ENGINEERS, INC.
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EN
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CAMPSITE #7 DEMO PLAN
10 20 40
A. DEMOLISHED MATERIALS BECOME THE PROPERTY OF THE
CONTRACTOR. IT IS THE RESPONSIBILITY OF THE CONTRACTOR
TO LEGALLY DISPOSE OF THE MATERIALS OFF-SITE.
B. DESIGN VEHICLE SHOWN IS 19' LONG WITH 27' TRAILER,
OVERALL 48.7', MAX STEERING ANGLE APPROX. 21.5 DEGREES.
C. FINAL LAYOUT OF CAMPSITE AMENITIES TO BE APPROVED BY
THE BLM.
D. SEE SHEETS CS108 AND CS109 FOR ROAD AND PARKING LOT
GRADING
KEYNOTES
GENERAL NOTES
10.5'
10.5'
1. REMOVE ENTIRE SHADE STRUCTURE, APPROX. 8' TALL POSTS,
AND 2 FOOTINGS. REMOVE EXISTING PICNIC TABLE.
2. REMOVE GRILL AND FOOTING
3. REMOVE FIRE RING, APPROX 3' DIA.
4. INSTALL NEW SHADE STRUCTURE, SEE FOOTING DETAIL 5 SHEET
CS501. CENTER NEW PICNIC TABLE UNDER SHADE STRUCTURE
AND INSTALL ON MAX 0.5% GRADE. SEE DETAIL 1 BELOW FOR
MINIMUM CLEARANCES.
5. INSTALL NEW ADA ACCESSIBLE GRILL SUCH THAT UPPER LID
HANDLE IS NO HIGHER THAN 48” ABOVE THE GROUND WHEN
LID IS IN THE OPEN POSITION, MAINTAIN 48" MIN CLEAR SPACE
WITH 5% MAX SLOPE. SEE FOOTING DETAIL 3 SHEET CS501
6. INSTALL NEW ADA ACCESSIBLE FIRE RING, MAINTAIN 48" MIN
CLEAR SPACE WITH 5% MAX SLOPE. SEE DETAIL 4 SHEET CS501
7. REMOVE EXISTING CAMPSITE NUMBER POST AND FOOTING.
8. INSTALL NEW ADA CAMPSITE NUMBER AND POST WITH BRAILLE
EQUIVALENT. REFER TO DETAIL 1 SHEET CS102. SEE ALSO SITE
FURNISHINGS PACKAGE.
9. ABA DESIGNATED ROUTE, SPREAD AND ROLL 2" AGGREGATE
BASE SURFACE LAYER. GRADE MAX 5% SLOPE, MIN 1% SLOPE
FOR DRAINAGE.
SCALE: NONE1 PICNIC TABLE PLACEMENT DETAIL
36" 19"
BE
NC
H
TB
SS
PTBL
PTBL
CP10
.41
3440 3440
SCALE: 01" = 20'-0"
SITE GRADING PLAN
10 20 40
CS108
SI
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IN
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D
RA
IN
A
G E
PL
A
N
LVL
TLH
DCM
ALL RIGHTS RESERVED
PROJECT NO.: 20049.01
DESIGN BY:
DRAWN BY:
CHECKED BY:
DATE:
BU
RE
AU
O
F L
AN
D M
AN
AG
EM
EN
T
D
C
B
A
E
F
D
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B
E
F
87654321
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871 COPYRIGHT 2023 GLHN ARCHITECTS & ENGINEERS, INC.
E B ro ad w ay
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BACK COUNTRY BYWAY
COUNTY MAINTAINED RD
CAMPSITE #1
CAMPSITE #7
LIMIT OF
IMPROVEMENTS
' T
YP
EXISTING PARKING LOT
APPROX 11,600 SF
GRADE PER PLAN,
SCARIFY & RECOMPACT 6".
TOP W/2" A.B., COMPACTED
TO 100% MAX DENSITY
SEE PARKING LOT SECTION BELOW
APPROX 1,100 LF x 12' WIDE
EXISTING DIRT ROAD
GRADE PER PLAN,
SCARIFY & RECOMPACT 6".
TOP W/2" A.B., COMPACTED
TO 100% MAX DENSITY
SEE TYPICAL SECTION BELOW
CS108
SCALE: NONE1 PARKING LOT CROSS SECTION
EXISTING GRADE PROPOSED GRADE
6:1 CUT SLOPE
1' M
A X.
SCALE: NONE2 GRAVEL ROAD SECTION
SCARIFY AND
RECOMPACT
6" OF NATIVE
TOP WITH 2" OF A.B.
COMPACTED TO 100%
MAX DENSITY
2" 6"
12' TYP6"
EXISTING ROMTEC VAULT TOILET
REPLACE DAMAGED DOOR AND
ROOF
POST AND CABLE
BARRICADE PER DETAIL
SHEET CS501
LEGEND
EARTHEN SURFACING
NEW CONTOURS
(1' INTERMEDIATE CONTOUR,
5' INDEX CONTOURS)
EXISTING CONTOURS
(1' INTERMEDIATE CONTOUR,
5' INDEX CONTOURS)
CS03
SECTION CALL OUT
DETAIL #
SHEET #
RIP RAP
REMOVE AND REPLACE
EXISTING KIOSK WITH
ROCKART MODEL 03-441
SEE DETAIL 6 SHEET CS501
EXISTING MANHOLE
AND SEPTIC VAULT
PROTECT IN PLACE
POST & CABLE
BARRIER PER DETAIL 2,
SHEET CS501
FILL TO WITHIN 3" WITH
SCREENED SALVAGED
TOPSOIL, NO
COMPACTION
RECOMPACT DIRT ROAD
9" M
IN
29'
27'
32'
2.20%
EL = 3444.17
EL = 3444.37
EL = 3442.18
EL = 3441.74
4.04%
EL = 3443.50 EL = 3442.69
EL = 3444.90
EL = 3445.50
4.05%
EL = 3443.50
EL = 3445.50
EL = 3444.90
EL = 3442.69
4.58%
EL = 3443.43
EL = 3445.41
EL = 3444.80
EL = 3442.61
SCALE: 01" = 20'-0"
SITE GRADING PLAN
10 20 40
CS109
SI
TE
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IN
A
G E
PL
A
N
LVL
TLH
DCM
ALL RIGHTS RESERVED
PROJECT NO.: 20049.01
DESIGN BY:
DRAWN BY:
CHECKED BY:
DATE:
BU
RE
AU
O
F L
AN
D M
AN
AG
EM
EN
T
D
C
B
A
E
F
D
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87654321
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871 COPYRIGHT 2023 GLHN ARCHITECTS & ENGINEERS, INC.
E B ro ad w ay
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1.
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BU
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CAMPSITE #3
CAMPSITE #6
.0
0' T
YP
APPROX 1,100 LF x 12' WIDE
EXISTING DIRT ROAD
GRADE PER PLAN,
SCARIFY & RECOMPACT 6".
TOP W/2" A.B., COMPACTED
TO 100% MAX DENSITY
SEE DETAIL 2 SHEET CS108
CAMPSITE #5
CAMPSITE #4
CAMPSITE #2
NEW 12" HDPE STORM PIPE,
TYPE S - SMOOTH INTERIOR,
CORRUGATED EXTERIOR.
2 @MAX 20' LENGTH,
MIN COVER 12"
SEE CROSS SECTIONS PIPE 2
& 3 BELOW
SCALE: NOT TO SCALE1 CROSS SECTION PIPE 1
PROPOSED GRADE EXISTING ROAD
REPLACE 12" HDPE
STORM PIPE TYPE S -
SMOOTH INTERIOR,
CORRUGATED EXT. 20'
LENGTH, 12" MIN COVER
SEE CROSS SECTION
PIPE 1 BELOW
REPLACE 12" HDPE STORM PIPE
TYPE S - SMOOTH INTERIOR,
CORRUGATED EXTERIOR
20' LENGTH, 12" MIN COVER
SCALE: NOT TO SCALE2 CROSS SECTION PIPE 2
PROPOSED GRADE
EXISTING ROAD
NEW 12" HDPE STORM PIPE
TYPE S - SMOOTH INTERIOR,
CORRUGATED EXTERIOR
20' LENGTH, 12" MIN COVER
SCALE: NOT TO SCALE3 CROSS SECTION PIPE 3
PROPOSED GRADE
EXISTING ROAD
NEW 12" HDPE STORM PIPE
TYPE S - SMOOTH INTERIOR,
CORRUGATED EXTERIOR
20' LENGTH, 12" MIN COVER
SCALE: NOT TO SCALE4 CROSS SECTION PIPE 4
PROPOSED GRADEEXISTING ROAD
NEW 12" HDPE STORM PIPE
TYPE S - SMOOTH INTERIOR,
CORRUGATED EXTERIOR
18' LENGTH, 12" MIN COVER
INSTALL RIP RAP D50 = 6"
INLET & OUTLET PROTECTION
30 SY TOTAL FOR 6 LOCATIONS
TYP.
INSTALL WARNING SIGN
5' OFF OF THE ROAD
10' BEFORE OUTLET
GRADING
SEE DETAIL 1 SHEET
CS501
INSTALL WARNING SIGN
5' OFF OF THE ROAD
10' BEFORE OUTLET GRADING
SEE DETAIL 1 SHEET CS501
4.5%
NEW 12" HDPE STORM PIPE,
TYPE S - SMOOTH INTERIOR,
CORRUGATED EXTERIOR.
MAX 20' LENGTH,
MIN COVER 12"
SEE CROSS SECTION PIPE 4 BELOW
N.716207.4916 E.963812.9172
N.716188.4985 E.963806.6551
N.716205.0635 E.963878.3384
N.716188.3877 E.963867.3015 N.716203.5985
E.963880.5375 N.716186.9221 E.963869.5001
N.716186.2445 E.963903.2327
N.716174.9459 E.963889.2204
GRADE OUTLET TO
DAYLIGHT X 3, CUT 1.5'
V-SWALE W/ 3:1 SIDE
SLOPES, SALVAGE
ROCKS > 4" AND
LINE SWALE BOTTOM
50'
57'
2%
2% 2%
2%
5% 5%
2.9%
CS501
C
IV
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LVL
TLH
DCM
SCALE: NONE1 WARNING SIGN OM3-R AND POST
ALL RIGHTS RESERVED
PROJECT NO.: 20049.01
DESIGN BY:
DRAWN BY:
CHECKED BY:
DATE:
BU
RE
AU
O
F L
AN
D M
AN
AG
EM
EN
T
D
C
B
A
E
F
D
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87654321
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871 COPYRIGHT 2023 GLHN ARCHITECTS & ENGINEERS, INC.
E B ro ad w ay
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1.
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BU
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OM-3R
12"
" A
BO
V
E G
RA
D
E
BLACK AND YELLOW, SIZE AND
ANGLE PER M.U.T.C.D.
FLANGED STEEL 'U' CHANNEL
(2LBS PER SQUARE FOOT)
ST
EE
L C
HA
N
N
EL
P O
ST
5"
1"
3/8" DIA.
HOLE (TYP.)
EXISTING
GRADE
9" DIA.
3"
1' -9
3"
SCALE: NONE2 POST & CABLE BARRIER
1/2" DIA.
(6x25)GALVANIZED
STEEL WIRE ROPE
CABLE
4" HOLES, TYP.
ALL POSTS
NOT TO EXCEED
12'-0" O.C.
12"4"
3"
4' -0
TWO, 4" BANDS OF
REFLECTORIZED
YELLOW TAP, 4"
APART
CONCRETE ANCHOR,
3000 PSI
UNDISTURBED SOIL
3/4" HOLE
FINISH
GRADE
SLOPE TO
DRAIN
NOTES:
1. CABLE TO BE TERMINATED AT END/ CORNER
PANELS ONLY. SPLICING OF CABLE BETWEEN
END/CORNER PANNELS IS PROHIBITED.
2. DISTANCE BETWEEN POST SHALL BE , MAX. 12'-0".
4" SCHEDULE
40 TUBE STEEL
SCALE: NONE3 GRILL FOOTING
CONCRETE ANCHOR,
3000 PSI
UNDISTURBED SOIL
FINISH
GRADE
SLOPE TO
DRAIN
SCALE: NONE6 KIOSK FOOTING
CONCRETE ANCHOR,
3000 PSI
UNDISTURBED SOIL
FINISH
GRADE
SLOPE TO
DRAIN
18"
12"
SCALE: NONE4 FIRE RING W/ SPADE ANCHORS
SCALE: NONE5 SHADE STRUCTURE SPREAD FOOTING
CONCRETE 2500 PSI
UNDISTURBED SOIL
FINISH
GRADE
WASHER AND BASE PLATE
HEX NUT BY CONTRACTOR
HANDHOLE W/ COVER
(1) - 5/8" X 12" A-36 ALL THREAD
A-BOLT W/ (2) HEX NUTS & 8"
EMBED BY CONTRACTOR
(3) #4 REBAR EACH WAY
BASE PLATE
A-BOLT HOLE
6" X 6" COLUMN
3" TYP
3" TYP
26"
SQUARE
NOTES:
1. FOR GENERAL REFERENCE ONLY. REFER TO
MANUFACTURER PROVIDED SPECIFICATIONS
FOR K INDUSTRIES PART NO. AFG80SAS
NOTES:
1. FOR GENERAL REFERENCE ONLY. REFER TO
MANUFACTURER PROVIDED SPECIFICATIONS
FOR CRS INC 12' X 12' MESA MODEL
NOTES:
1. FOR GENERAL REFERENCE ONLY. REFER TO
MANUFACTURER PROVIDED SPECIFICATIONS
FOR ROCKART KIOSK MODEL 03-441
NOTES:
1. FOR GENERAL REFERENCE ONLY. REFER TO
MANUFACTURER PROVIDED SPECIFICATIONS.
CONCRETE ANCHOR,
3000 PSI
CAMPSITE #1
CAMPSITE #2
CAMPSITE #3
CAMPSITE #4
CAMPSITE #5
CAMPSITE #6
CAMPSITE #7
Copyright 2023 GLHN ARCHITECTS & ENGINEERS, INC.
ALL RIGHTS RESERVED
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DATE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
PROJECT NO.:
E E
F F
A A
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A B
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P R
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EAC
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OC-A-101
O W
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20049.01
B U
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U O
F L
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D M
A N
A G
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SCALE: 1" = 50'-0"1
OWL CREEK SITE PLAN
SCALE:NOT TO SCALE
KIOSK
SCALE:NOT TO SCALE
SMALL SHADE STRUCTURE (EXAMPLE)
SCALE:NOT TO SCALE
GRILL
SCALE:NOT TO SCALE
FIRE RING
SCALE:NOT TO SCALE
PICNIC TABLE
KEYNOTES
1 NEW CAMPSITE NUMBER AND POST, SEE SITE FURNISHINGS
PACKAGE.
2 NEW 4'X8' KIOSK, SEE FURNISHINGS PACKAGE.
3 EXISTING VAULT TOILET TO HAVE ROOF AND DOOR REPLACED. SEE
FURNISHINGS PACKAGE.
SCALE:NOT TO SCALE
POST AND NUMBER
SCALE:NOT TO SCALE6
ADA FIRE RING
9'-0"
14'-0"
12'-0"
11'-0"
12'-0"
14'-0"
11'-0"
11'-0"
8'-3 1/8" 4'-7 5/8"
8'-6"
9'-0"
1 25 6
7'-2"
5'-9"
OC-A-111
TYP
CLEAR
48" MIN.
CLEAR
48" MIN.
Copyright 2023 GLHN ARCHITECTS & ENGINEERS, INC.
ALL RIGHTS RESERVED
B
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DATE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
PROJECT NO.:
E E
F F
A A
G
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A B
O X
R N
C A
I M
P R
O V
E M
E
M P
G R
O U
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S A
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A
EAC
EAC
DM
OC-A-111
O W
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R E E K
C A
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2023/11/01
20049.01
B U
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F L
A N
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A N
A G
E M
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SCALE: 1/16" = 1'-0"1
OWL CREEK 01
SCALE: 1/16" = 1'-0"2
OWL CREEK 02
SCALE: 1/16" = 1'-0"3
OWL CREEK 03
SCALE: 1/16" = 1'-0"4
OWL CREEK 04
SCALE: 1/16" = 1'-0"5
OWL CREEK 05
SCALE: 1/16" = 1'-0"6
OWL CREEK 06
SCALE: 1/16" = 1'-0"7
OWL CREEK 07 - ABA COMPLIANT SITE
KEYNOTES
1 NEW 12'X12' SHADE STRUCTURE, SEE FURNISHINGS PACKAGE.
2 NEW ABA COMPLIANT PICNIC TABLE BELOW SHADE STRUCTURE, OWNER APPROVAL
REQUIRED PRIOR TO PLACEMENT. SEE FURNISHINGS PACKAGE.
3 NEW GRILL, SEE FURNISHINGS PACKAGE.
4 NEW FIRE RING, SEE FURNISHINGS PACKAGE.
5 ADA ACCESSIBLE GRILL TO BE INSTALLED SUCH THAT UPPER LID HANDLE IS NO
HIGHER THAN 48” ABOVE THE GROUND WHEN LID IS IN THE OPEN POSITION. SEE
FURNISHINGS PACKAGE.
6 NEW ADA ACCESSIBLE FIRE RING. SEE FURNISHINGS PACKAGE.
7 NEW CAMPSITE NUMBER AND POST, SEE SITE FURNISHINGS PACKAGE.
8 NEW ADA CAMPSITE NUMBER AND POST WITH BRAILLE EQUIVALENT, SEE SITE
FURNISHINGS PACKAGE.
9 SEE CIVIL DRAWINGS FOR ALL WEATHER ABA APPROVED SURFACE BETWEEN GRILL,
PICNIC TABLE AND FIRE RING.
SCALE: 1/8" = 1'-0"8
OWL CREEK 07 - ABA COMPLIANT
SITE ENLARGED PLAN
Copyright 2023 GLHN ARCHITECTS & ENGINEERS, INC.
ALL RIGHTS RESERVED
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IN
E E R
S
IN
C
2 8
DATE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
PROJECT NO.:
E E
F F
A A
G
IL
A B
O X
R N
C A
I M
P R
O V
E M
E
M P
G R
O U
N D
S A
FF
O
R D
F
IE
LD
O
FF
IC
E
A R
IZ
O
N A
EAC
EAC
DM
OC-A-112
O W
L C
R E E K
K
IO
S K
R
E S
TR
O O
M
R E P
A
IR
2023/11/01
20049.01
B U
R E A
U O
F L
A N
D M
A N
A G
E M
E N
T
SCALE: 1/4" = 1'-0"1
OWL CREEK KIOSK AND VAULT TOILET
KEYNOTES
1 DEMOLISH EXISTING KIOSK, REPLACE IN PLACE WITH NEW 4'X8' KIOSK, SEE FURNISHINGS
PACKAGE.
2 EXISTING VAULT TOILET TO HAVE ROOF AND DOOR REPLACED. SEE FURNISHINGS PACKAGE.
SCALE:NOT TO SCALE4
KIOSK - EXISTING
SCALE:NOT TO SCALE3
VAULT TOILET - EXISTING
SCALE:NOT TO SCALE5
KIOSK - REPLACEMENT
SCALE:NOT TO SCALE2
VAULT TOILET- REPLACEMENT PART EXAMPLE
| 2004901_OC_GI001-GI001 |
| 2004901_OC_GI001-GI001 |
| 2004901_OC_CS101-CS101 |
| 2004901_OC_CS101-CS101 |
| 2004901_OC_CS102-CS102 |
| 2004901_OC_CS102-CS102 |
| 2004901_OC_CS103-CS103 |
| 2004901_OC_CS103-CS103 |
| 2004901_OC_CS104-CS104 |
| 2004901_OC_CS104-CS104 |
| 2004901_OC_CS105-CS105 |
| 2004901_OC_CS105-CS105 |
| 2004901_OC_CS106-CS106 |
| 2004901_OC_CS106-CS106 |
| 2004901_OC_CS107-CS107 |
| 2004901_OC_CS107-CS107 |
| 2004901_OC_CS108-CS108 |
| 2004901_OC_CS108-CS108 |
| 2004901_OC_CS109-CS109 |
| 2004901_OC_CS109-CS109 |
| 2004901_OC_CS501-CS501 |
| 2004901_OC_CS501-CS501 |
File details come from the government source that posted it. Updated .