OKGP Plans - Signed_100 Percent.pdf
PDF 16 MB Posted
- Solicitation number
- S-KA0010-00017526
- Issued by
- Oregon
About this file
Summary: Oak Knoll Golf Course Driving Range Netting Replacement
This is a set of engineering plans and drawings for the City of Ashland, Oregon Parks & Recreation Department to replace the netting and support pole system at Oak Knoll Golf Course Driving Range, located in Jackson County, Ashland. The project involves installation of 35 wooden posts (approximately 50 feet apart) at 36 feet in height with direct burial to 9 feet depth, 1,700 linear feet of continuous top and bottom tension cable (1/2" plow cable), netting installation across the driving range, and guy wire systems on end posts to provide structural stability. The netting specifications call for 1" square mesh or 2" stretched mesh with 1/16" diameter and 72-pound breaking strength. Primary contacts include Andrew Taylor, P.E. and Conner Wahl from RH2 Engineering, and Kevin Caldwell from Ashland Parks & Recreation. The project plans are dated April 30, 2026, with revisions through July 7, 2026. The design incorporates structural analysis based on Oregon's 2022 Structural Specialty Code, with wind design parameters at 89 MPH basic wind speed and seismic design category D.
The contractor is responsible for field verification of all site conditions, removal of existing posts and anchors, obtaining required permits including City business license and utility permits, and site protection and restoration. Materials include treated Douglas fir posts, Class A backfill, helical anchor rods (minimum 6 feet depth), cable clamps, eye-ring bolts, turnbuckles, and snap hooks. All shop drawings and structural calculations must be stamped by a Professional Engineer registered in Oregon. The geotechnical information was determined from soil borings and nearby mapping with a safety factor of 2 applied to pole embedment calculations using Broms Method. The contractor must call 811 before excavation and report any spills to the Oregon Emergency Response System or National Response Center.
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Text version
CITY OF ASHLAND
OAK KNOLL DRIVING RANGE NETTING REPLACEMENT
Apr. 30, 2026
OKGP-P-COV.DWG
CITY OF ASHLAND
OAK KNOLL DRIVING RANGE NETTING REPLACEMENT
CONTACT AGENCY PHONE
ANDREW TAYLOR, P.E. RH2 ENGINEERING 541.892.7883
CONNER WAHL RH2 ENGINEERING 541.821.8785
KEVIN CALDWELL ASHLAND PARKS & 541.552.2265
RECREATION
DRAWING INDEXPROJECT VICINITY MAP
CONTACT PERSONNELPROJECT LOCATION MAP
CALL 48 HOURS BEFORE YOU DIG
ONE CALL 811
ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY
NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0001 THROUGH OAR
952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER AT 503-232-1987.
ATTENTION: OREGON LAW REQUIRES THAT SPILLS BE REPORTED TO THE FOLLOWING ENTITIES:
OREGON EMERGENCY RESPONSE SYSTEM: 1-800-452-0311
THE NATIONAL RESPONSE CENTER: 1-800-424-8802
REPORT SPILLS
GENERAL NOTES
1. NO SURVEY WAS COMPLETED FOR THIS SET OF PLANS, ALL
INFORMATION WAS TAKEN ON-SITE PICTURES AND GOOGLE
EARTH SATELLITE IMAGERY.
2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND
VERIFY ALL EXISTING CONDITIONS BEFORE START OF WORK. THE
CONTRACTOR SHALL TAKE ALL NECESSARY FIELD
MEASUREMENTS AND OTHERWISE VERIFY ALL DIMENSIONS AND
EXISTING CONSTRUCTION CONDITIONS INDICATED AND/OR
SHOWN ON THE PLANS. SHOULD ANY ERROR OR INCONSISTENCY
EXIST, THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK
AFFECTED UNTIL REPORTED TO THE PROJECT ENGINEER FOR
CLARIFICATION OR CORRECTION.
3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY
REQUIRED PERMITS IN ADDITION TO PERMITS PROVIDED BY THE
OWNER. THE CONTRACTOR SHALL OBTAIN THE APPROPRIATE
UTILITY PERMIT(S) FROM THE CITY, STATE, OR COUNTY WITH
JURISDICTION FOR THE STREETS OR ROADS WITHIN THE PROJECT
WORK AREA PRIOR TO CONSTRUCTION OF IMPROVEMENTS. A
CITY BUSINESS LICENSE IS REQUIRED.
4. CONTRACTOR SHALL BE RESPONSIBLE TO CLEAN AND/OR
MAINTAIN EXISTING SITE AND REPAIR ALL DAMAGES CAUSED BY
CONSTRUCTION OPERATIONS IN A TIMELY MANNER.
5. THE CONTRACTOR SHALL PROTECT BUILDINGS, FENCES,
APPURTENANCES, ABOVE GROUND UTILITIES, AND OTHER
PROPERTY ADJACENT TO ALL CONSTRUCTION AREAS. THE
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR REPAIRING
ALL DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES.
6. THE CONTRACTOR SHALL CONTAIN WORK TO WITHIN
RIGHT-OF-WAY OR THE CONSTRUCTION LIMITS AS ILLUSTRATED IN
THE PLANS, UNLESS NOTED OTHERWISE.
12. ANY REVISIONS TO PLANS MUST BE MADE BY THE ENGINEER AND
APPROVED BY THE CITY PRIOR TO ANY IMPLEMENTATION IN THE
FIELD.
13. A COPY OF THE APPROVED PLANS MUST BE ON THE JOB SITE
WHENEVER CONSTRUCTION IS IN PROGRESS.
STRUCTURAL NOTES
SCOPE
THE NOTES ON THIS SHEET AND THE STANDARD STRUCTURAL DETAILS
ARE GENERAL AND APPLY TO THE ENTIRE PROJECT WHETHER
SPECIFICALLY CALLED OUT OR NOT, EXCEPT WHERE THERE ARE
SPECIFIC INDICATIONS TO THE CONTRARY ON STRUCTURAL SHEETS. IF
THERE ARE QUESTIONS, THEY SHALL BE SUBMITTED TO THE
STRUCTURAL ENGINEER AND ANSWERED IN WRITING PRIOR TO
CONSTRUCTION.
APPLICABLE SPECIFICATIONS AND CODES
ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL
CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE 2022 OREGON
STRUCTURAL SPECIALTY CODE WITH ALL APPLICABLE STATE AND
LOCAL AMENDMENTS.
GENERAL
THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED
STRUCTURE. METHODS, PROCEDURES, AND SEQUENCE OF
CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE
CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO
MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL
STAGES OF CONSTRUCTION.
LINES SHOWN ON DRAWINGS MAY BE ASSOCIATED WITH CAD
MODELING AND MAY NOT REPRESENT REQUIRED OR ALLOWED JOINTS.
SEE DETAILS FOR CLARIFICATION ON REQUIRED AND ALLOWED JOINTS.
APPLICABLE SHOP DRAWINGS AND STRUCTURAL CALCULATIONS SHALL
BE STAMPED BY A PROFESSIONAL ENGINEER IN OREGON.
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND
ELEVATIONS OF EXISTING CONSTRUCTION AS REQUIRED TO
COORDINATE NEW CONSTRUCTION. SUBMIT REQUIRED CHANGES FOR
APPROVAL.
CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD
FOR THE STRUCTURE. PROVIDE SHORING AND/OR BRACING WHERE
LOADS EXCEED DESIGN CAPACITY AND WHERE STRUCTURES HAVE
NOT ATTAINED DESIGN STRENGTH.
SAFETY
SAFETY AND STRUCTURAL STABILITY DURING CONSTRUCTION ARE THE
SOLE RESPONSIBILITY OF THE CONTRACTOR. STRUCTURES HAVE BEEN
DESIGNED TO RESIST THE DESIGN LOADS ONLY AS COMPLETED
STRUCTURE.
STANDARD DETAILS
THE STANDARD DETAILS DEPICT TYPICAL DETAILING TO BE USED ON
THIS PROJECT. IF CONDITIONS ARE NOT EXPLICITLY SHOWN ON THE
DRAWING THEY SHALL BE MADE SIMILAR TO THE STANDARD DETAILS.
OBTAIN APPROVAL OF ENGINEER IN WRITING FOR SIMILAR CONDITIONS
PRIOR TO CONSTRUCTION.
DESIGN CRITERIA
GENERAL
LOCATION (LATITUDE, LONGITUDE) 42.17954,
-122.656762
RISK CATEGORY I
DEAD LOADS:
GENERAL WOOD 33 PCF
NETTING 0.033 PSF
WIND DESIGN DATA:
BASIC WIND SPEED, V 89 MPH
WIND EXPOSURE B
WIND PRESSURE 10.7 PSF
BASE SHEAR 2373 LB
ICE FACTOR 1.18
WIND LOAD REDUCTION FACTOR 0.08
EARTHQUAKE DESIGN DATA:
RISK CATEGORY I
SEISMIC IMPORTANCE FACTOR, Ie 1 MAPPED SPECTRAL RESPONSE PARAMETERS Sms = 1.04, Sm1 = 0.94 DESIGN SPECTRAL RESPONSE PARAMETERS Sds = 0.70, Sd1
= 0.63
SEISMIC DESIGN CATEGORY D
DESIGN BASE SHEAR 562 LB
SEISMIC RESPONSE COEFFICIENT, Cs 0.09
RESPONSE MODIFICATION FACTOR, R 8
GEOTECHNICAL INFORMATION:
NOTE: RH2 DID NOT PROVIDE OR HAD ACCESS TO A GEOTECHNICAL
REPORT FOR THE AREA. VALUES FOR THE SOIL WERE DETERMINED
FROM A FEW BORINGS AND NEARBY SOIL MAPPING. A SAFETY
FACTOR OF 2 WAS APPLIED TO THE REQUIRED EMBEDMENT OF THE
POLE. CAPACITY DETERMINED USING BROMS METHOD OF PILES IN
CLAY.
COHESION FACTOR 1000 PSF
FLOOD DESIGN DATA:
N/A
CONSTRUCTION NOTES
PROJECT AREA
JACKSON COUNTY
ASHLAND
PROJECT LOCATION
OAK KNOLL DRIVING RANGE NETTING
REPLACEMENT
Sheet Number Sheet Title Dwg No
1 COVER COV
2 EXISTING SITE & POST LOCATIONS C01
3 DETAILS D01
36.8'
2 3 4 5 6 7 8
9 10 11 12 13 14 15 16
RA
NG
E
SH
EL
TE
R
CONCRETE RANGE PAD
RANGE NETTING
DRIVING RANGE
VEGETATION
50' TYP BETWEEN POSTS
C
IT
Y O
F A
S H
LA
N
D O
A K
K N
O
LL
G O
LF
C
O U
R S
E N
E
TT
IN
G
R E
P
LA
C E
M E
N T
VICINITY MAP
CJ
W
AT
T
Ap r 3
0, Ap r 3 0, CO
A
-0
OK
GP
-P -C
IV
.D
W G
SHOWN
C01 2 3
DWG NO.:
DA
TE
DE
SC
RI
PT
IO
N
R E
V
IS
IO
N
S
BY
RE
VI
EW
EN
G
IN
EE
R:
SA
VE
D
AT
E:
RE
VI
EW
ED
PL
O T
DA
TE
CL
IE
NT
FI
LE
NA
M
E:
SHEET NO.:
JO
B
NO
NO
0" 1" 2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:
E X
IS
TI
N G
S
IT
E
P O
S T
LO
C
A
TI
O N
S
105043PE
OREGON
EXPIRES: JUNE 30, 2026
A
NDREW THOMAS TAYLO
R
RE
GI
STERED PROFESSIONA
LE N G I N E ER
SEPT . 10 , 2024
OAK KNOLL DRIVING RANGE SITE
PLAN
CONSTRUCTION NOTES
1. LOCATION OF POSTS SHOWN ON THE PLAN VIEW ARE APPROXIMATE. CONTRACTOR
TO LOCATE WHERE PREVIOUS POSTS WERE AND INSTALL PROPOSED POSTS
ACCORDINGLY.
2. CONTRACTOR TO MARK LOCATION OF PROPOSED POSTS AND AWAIT APPROVAL
FROM CITY BEFORE PROCEEDING WITH INSTALLATION.
NOTE: PREVIOUS POST STUMPS TO BE REMOVED BY CONTRACTOR.
GUY WIRE LOCATION
GUY WIRE LOCATION
GUY WIRE LOCATION
GUY WIRE LOCATION
800' OF CONTINUOUS TOP
AND BOTTOM TENSION
CABLE
800' OF CONTINUOUS TOP
AND BOTTOM TENSION
CABLE
100' OF CONTINUOUS TOP
AND BOTTOM TENSION
CABLE
CJ
W
AT
T
Ju l 7
, 2
Ju l 7 , 2
CO
A
-0
OK
GP
-D -D
ET
.D
W G
SHOWN
D01 3 3
DWG NO.:
DA
TE
DE
SC
RI
PT
IO
N
R E
V
IS
IO
N
S
BY
RE
VI
EW
EN
G
IN
EE
R:
SA
VE
D
AT
E:
RE
VI
EW
ED
PL
O T
DA
TE
CL
IE
NT
FI
LE
NA
M
E:
SHEET NO.:
JO
B
NO
NO
0" 1" 2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:
D E
TA
IL
S
105043PE
OREGON
EXPIRES: JUNE 30, 2028
A
NDREW THOMAS TAYLO
R
RE
GI
STERED PROFESSIONA
LE N G I N E ER
SEPT . 10 , 2024
3 CABLE CLAMPS
9"
SNAP HOOKS
NETTING
ROPE BOARDER ON TOP
AND BOTTOM NETTING
LACED IN AND OUT OF
EVERY MESH
36'
POST HEIGHT
SNAP HOOKS
2' SPACING MAX
STAPLE NETTING TO
POST AT 5' SPACING
TYP.
INSTALL GUY WIRES
ON END POSTS AS
SHOWN IN PLAN
VIEW. SEE GUY WIRE
DETAILS.
WOODEN POSTS TO DIRECT
BURY. 12" DIA. AUGER TO 9'
DEPTH MIN. BACKFILL WITH
CLASS A BACKFILL, TYP.12"
7"
1" SQUARE MESH OR 2" STRETCHED
MESH NETTING WITH APPROX. 1/16"
DIAMETER AND 72 POUND BREAKING
STRENGTH. NETTING IS 30 SQ FT PER
POUND OR EQUIVALENT.
CABLE LOOP DETAIL
SEE CABLE LOOP
DIRECT CONNECTION
DETAIL, TYP.
NETTING INSTALLATION PROFILE
SEND CABLE
THROUGH EYE-RING
BOLT ON NON-END
POSTS
CABLE LOOP WITH
TURNBUCKLE
C
IT
Y O
F A
S H
LA
N
D O
A K
K N
O
LL
G O
LF
C
O U
R S
E N
E
TT
IN
G
R E
P
LA
C E
M E
N T
1/2" PLOW CABLE
EYE-RING BOLT
CABLE LOOP WITH
TURNBUCKLE DETAIL
TURNBUCKLE
EYE-RING BOLT
3 CABLE CLAMPS
NETTING
SNAP HOOKS
ROPE BOARDER ON TOP
AND BOTTOM NETTING
LACED IN AND OUT OF
EVERY MESH
D01
D01
D01
D01
NOTES:
1. REMOVE ANY EXISTING POSTS, GUY WIRES, OR ANCHORS BEFORE INSTALLATION OF
NEW WOODEN POSTS.
2. INSTALL GUY WIRES INLINE WITH TENSION CABLE.
3. USE EXISTING POST LOCATIONS FOR INSTALLATION OF PROPOSED TREATED
DOUGLAS FIR POSTS. ENSURE A 9' BURY DEPTH.
4. DEPTH OF ANCHOR ROD IS MINIMUM OF 6' DEPTH. CONTRACTOR TO DETERMINE IF
HELICE DEPTH BELOW 6' IS REQUIRED.
5. THE ANCHOR ROD DISTANCE FROM THE BOTTOM OF THE POLE SHALL BE AT LEAST
1/2 THE HEIGHT OF THE POLE
6. ANCHOR ROD CHANCE PISA 7, 2 HELICES OR EQUAL, SEE SPECS FOR DETAILS
7. GUY GUARD WILL BE PLACED ON EACH GUY WIRE AND COVER THE BOTTOM 8' OF THE
WIRE.
8. CABLE WILL ATTACH 12"-18" FROM TOP OF POLE
SNAP HOOKS
3' SPACING
5"
BOLT, MACH., 3/4" X 14" W/ SQUARE NUT
WASHER, CURVED, SQUARE, 3/4"
LOCK WASHER - 3/4" DOUBLE COIL
LOCK NUT - 3/4" SQUARE
LAG SCREW - 1/2" X 4"
GUY HOOK - HEAVY DUTY
CLEVIS, NM, THIMBLE,
GALVANIZED STEEL
| PLANS |
| Sheets and Views |
| 1 COVER |
| 2 EXISTING SITE & POST LOCATIONS |
| 3 DETAILS |
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