1240BH21Q0008-ProjectDrawings.pdf
PDF 3 MB Posted
- Attached to
- GAOA Lava River Cave Trail Construction Federal contract opportunity
- Solicitation number
- 1240BH21Q0008
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment 6 - 1240BH21Q0008.pdf | ||
| Amendment 5 - 1240BH21Q0008.pdf | ||
| Amendment 4 - 1240BH21Q0008.pdf | ||
| Amendment 3 - 1240BH21Q0008.pdf | ||
| Amendment 2 - 1240BH21Q0008.pdf | ||
| Amendment 1 - 1240BH21Q0008.pdf | ||
| 1240BH21Q0008-SolicitationPacket.pdf | ||
| SF24-BidBondForm.pdf | ||
| 1240BHQ210008-WageDetermination.pdf | ||
| R6-FS-6300-52_FireProtectionSuppression.pdf | ||
| 1240BH21Q0008-ProjectSpecifications.pdf | ||
| 1240BH21Q0008-RelevantPastPerformance.pdf |
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Text version
SHEET NO.
JOB NO.
REVISIONS:
DRAWN BY: TDC
CHK'D BY: MDC
C 000
SHEET NAME:
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DATE: OCTOBER 2019
11-15-2019
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COTTONWOOD RD
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OREGON
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RENEWS: 12-31-19
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55,506PE
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CONTACT: MARC CROSS, P.E., P.L.S.
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RHINE-CROSS GROUP, LLC
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KLAMATH FALLS, OR 97601
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FAX: (541) 273-9200
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PH: (541) 851-9405
AutoCAD SHX Text 112 N. 5th STREET - SUITE 200
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CIVIL ENGINEERING/SURVEYING
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%%UJURISDICTION
AutoCAD SHX Text DESCHUTES NATIONAL FOREST ATTN: JESSICA BELT 63095 DESCHUTES MARKET RD BEND, OR 97701 (541) 383-5615
AutoCAD SHX Text GENERAL NOTES: 1. THE LOCATIONS, DEPTH AND DESCRIPTION OF EXISTING UTILITIES ARE APPROXIMATE AND ARE COMPILED FROM AVAILABLE RECORDS AND/OR FIELD SURVEYS. THE ENGINEER OR UTILITY COMPANIES DO NOT GUARANTEE THE ACCURACY OR THE COMPLETENESS OF SUCH RECORDS. ADDITIONAL UTILITIES MAY EXIST WITHIN THE WORK AREA. THE CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED PRIOR TO COMMENCING CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). CHANGES MUST BE APPROVED BY THE PROJECT ENGINEER IN ADVANCE OF WORK. CONTRACTOR SHALL COORDINATE THE WORK WITH OTHER UTILITY AGENCIES. 2. CONTRACTOR SHALL MAINTAIN BENCHMARKS, PROPERTY CORNERS, MONUMENTS, AND OTHER REFERENCE POINTS. 3.THE CONTRACTOR SHALL CLEAN THE WORK SITE AND ADJACENT AREAS OF ANY DEBRIS, DISCARDED ASPHALTIC CONCRETE MATERIAL, OR OTHER ITEMS DEPOSITED BY THE CONTRACTOR'S PERSONNEL DURING THE PERFORMANCE OF THIS CONTRACT. 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST OBTAINED WRITTEN APPROVAL FROM THE APPROPRIATE JURISDICTION. THE CONTRACTOR IS RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS, IF ANY. 5. THE CONTRACTOR SHALL HAVE A MINIMUM OF ONE (1) SET OF APPROVED CONSTRUCTION PLANS ON THE JOB SITE AT ALL TIMES DURING THE CONSTRUCTION PHASES. A COPY OF THE PERMIT WITH ALL ATTACHMENTS, A COPY OF THE APPROVED CONSTRUCTION PLANS, AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS/PROVISIONS, APPROVED CONSTRUCTION PLANS, APPROVED PLAN AMENDMENTS, AND TO THESE GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE PROJECT ENGINEER IN ADVANCE OF WORK PERFORMANCE. 6. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE SITE AND SHALL BE ROUTED SO THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING SYSTEM ARE NOT ADVERSELY IMPACTED. THE PROJECT ENGINEER MAY AT ANY TIME ORDER CORRECTIVE ACTION TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. 7. NO TRENCH, ON-SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UNSAFE CONDITION. THE CONTRACTOR IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF THE WORK. 8. ALL TRENCHES AND BASEROCK SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. 10. EXCAVATORS SHALL COMPLY WITH THE PROVISIONS OF ORS 757.542 & OAR 952-0014-0099. 11. THE CONTRACTOR SHALL EMPLOY ALL LABOR, EQUIPMENT, AND METHODS REQUIRED TO PREVENT CONSTRUCTION OPERATIONS FROM PRODUCING DUST IN AMOUNTS DAMAGING TO PROPERTY, CULTIVATED VEGETATION, OR CAUSING A NUISANCE TO PERSONS OCCUPYING BUILDINGS IN THE VICINITY OF THE JOB SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY DUST RESULTING FROM CONSTRUCTION OPERATIONS.
AutoCAD SHX Text OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS BUT NOT MORE THAN TEN BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 811
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%%UATTENTION EXCAVATORS:
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%%USHEET INDEX
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COVER SHEET
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EXISTING CONDITIONS & EROSION CONTROL PLAN
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%%USITE CONSTRUCTION PLANS
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%%UVERTICAL DATUM:
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%%UPROPERTY DESCRIPTION:
AutoCAD SHX Text NATIONAL FOREST SERVICE LANDS SITUATED IN THE SE 1/4 OF SECTION 26, TOWNSHIP 19 SOUTH, RANGE 10 EAST OF THE WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON.
AutoCAD SHX Text ELEVATIONS ARE BASED ON GPS OBSERVATIONS USING NAVD 88 DATUM BASED ON THE OREGON COORDINATE REFERENCE SYSTEM (OCRS) BEND-KLAMATH FALLS ZONE..
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NTS
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%%USITE MAP
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NOT TO SCALE
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%%UVICINITY MAP
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SITE
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GENERAL CONSTRUCTION PLAN
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PATH PLAN & PROFILE
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%%UADDRESS:
AutoCAD SHX Text NEAR 58201 US 97, LOCATED ON COTTONWOOD ROAD SOUTH OF THE LAVA LANDS VISITORS CENTER.
AutoCAD SHX Text Lava River Cave Phase 3 Deschutes National Forest ENTRY PATH AND FENCING CONSTRUCTION PLANS NOVEMBER 2019
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CONSTRUCTION DETAIL PLAN
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%%USITE DETAILS
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TYPICAL DETAILS
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TYPICAL DETAILS
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RESTROOMS
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WELCOME CENTER
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ENTRY
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EXIT
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ENTRY PATH
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EXISTING FENCE LINE
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CAVE ENTRY
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RESTROOM
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SHEET NO.
JOB NO.
REVISIONS:
DRAWN BY: TDC
CHK'D BY: MDC
C 001
SHEET NAME:
Erosion Control Plan
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LAVA RIVER CAVE
DESCHUTES NATIONAL FOREST
EROSION CONTROL NOTES:
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AutoCAD SHX Text EXISTING WELCOME CENTER BUILDING EXISTING REST BENCH EXITING INFORMATIONAL SIGN EXISTING SOLAR PANEL ON POST EXISTING STEEL HAND RAILING EXISTING NATURAL STONE RETAINING WALL EXISTING WARNING SIGN EXISTING WOOD HAND RAILING UNDERGROUND CAVE ENTRY
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EXISTING SITE FEATURES
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COTTONWOOD RD
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REMOVE EXISTING GRAVEL/WOOD STEP
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PROTECT EXISTING SIGNIFICANT VEGETATION INCLUDING ALL PINE TREES
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EXISTING CHAIN-LINK EXTERIOR FENCE
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EXISTING RESTROOM
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EXISTING RESTROOMS
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EXISTING
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PARKING
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AREA
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EXISTING ASPHALT PATH
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ENTRY
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EXIT
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EXISTING LOG TO REMAIN
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OREGON
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RENEWS: 12-31-19
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55,506PE
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AutoCAD SHX Text EXISTING CONDITIONS & EROSION CONTROL PLAN SITUATED IN THE SE 1/4 OF SECTION 26, T19S, R10E, W.M., DESCHUTES COUNTY, OREGON. AUGUST 2019
AutoCAD SHX Text UTILITY STATEMENT: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION. THE ENGINEER MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE ENGINEER FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE.
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AutoCAD SHX Text EXISTING PARKING LOT TO SERVE AS CONSTRUCTION STAGING AND PARKING AREA. SWEEPING OF PARKING LOT AND STREET SHALL BE REQUIRED IF SEDIMENT BECOMES VISIBLE ON ASPHALT SURFACE. INSTALL CONCRETE WASHOUT BASIN PER DETAIL ON THIS SHEET. PROTECT EXISTING ASPHALT SURFACE, REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OPERATIONS.
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STRAW BALE WITH 6 MIL VISQUEEN LAYER WRAPPED OVER AND TUCKED UNDER EACH BALE.
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6 MIL VISQUEEN (MIN.) OR APPROVED EQUAL
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IS REMOVED, OR IF A VISIBLE TEAR APPEARS.
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REMOVE WASTE CONCRETE WHEN DEPTH WITHIN
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THAT REQUIRES CONCRETE IS COMPLETED, INCLUDING
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REMOVE WASHOUT ONLY WHEN ALL CONSTRUCTION
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REPLACE VISQUEEN LINER WHENEVER WASTE CONCRETE
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WASHOUT EXCEEDS 6 INCHES.
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%%UCONCRETE WASHOUT
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NTS
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BUILDING FEATURES, CURBS, AND SIDEWALKS.
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STRAW BALE (TYP.)
NOTE: SIGNIFICANT VARIATION AND DEGREE OF EROSION CONTROL EFFORT WILL BE DICTATED BY WEATHER CONDITIONS. THE DEVELOPER AND CONTRACTOR SHOULD BE PREPARED TO PROVIDE EXTRA EROSION CONTROL PROVISIONS AND EFFORT DURING WINTER AND WET WEATHER CONDITIONS BEYOND THAT NORMALLY REQUIRED DURING SUMMER AND DRY WEATHER CONDITIONS. FINE GRAINED AND UNCONSOLIDATED SOILS ON SLOPING SITES MAY BECOME UNSTABLE WHEN SUBJECT TO EXCESSIVE MOISTURE.
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SHEET NAME:
Construction Plan
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DATE: OCTOBER 2019
11-15-2019
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4" THICK PCC (CL 3000)
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4" COMPACTED DEPTH (MINIMUM) 3/4"-MINUS LEVELING COURSE
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COMPACTED SUBGRADE FREE OF ORGANIC MATERIAL
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WELDED WIRE FABRIC MESH
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1.8%%% MAX.
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4" THICK PCC (CL 3000)
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4" COMPACTED DEPTH (MINIMUM) 3/4"-MINUS LEVELING COURSE
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COMPACTED SUBGRADE FREE OF ORGANIC MATERIAL
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WELDED WIRE FABRIC MESH
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1.8%%% MAX.
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6" THICK PCC (CL 3000)
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BENCH SUPPORT FASTENED PER MANUFACTURER SPECS
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3/4" MINUS OR NATURAL SOIL BACKFILL, SEE NOTES 2 & 3 ON SHEET C101
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EXISTING GROUND
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EXISTING GROUND
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3/4" MINUS OR NATURAL SOIL BACKFILL, SEE NOTES 2 & 3 ON SHEET C101
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CONSTRUCTION JOINTS PER DETAIL ON SHEET C200
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CONSTRUCTION JOINTS PER DETAIL ON SHEET C200
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OREGON
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RENEWS: 12-31-19
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AutoCAD SHX Text REPLACE EXISTING PERIMETER CHAIN-LINK FENCE WITH NEW 4' TALL & 6' TALL (AS-NOTED) BLACK VINYL COATED (9 ga.) CHAIN-LINK. OLD FENCE FABRIC TO BE RETAINED FOR GOVERNMENT SALVAGE. EXISTING POST TO REMAIN AND BE SLEEVED WITH NEW POST, RAIL & FITTINGS ALL POWDER COATED BLACK. TOTAL LENGTH 4' HIGH = 355 LF TOTAL LENGTH 6' HIGH = 247 LF TOTAL LENGTH 6' HIGH = 247 LF TOTAL # 4' HIGH POSTS = 36 TOTAL # 6' HIGH POSTS = 26 TOTAL # 6' HIGH POSTS = 26 REPLACE EXISTING WELCOME CENTER CHAIN-LINK FENCE WITH NEW 4' TALL BLACK VINYL COATED (9 ga.) CHAIN-LINK. OLD FENCE FABRIC TO BE RETAINED FOR GOVERNMENT SALVAGE. EXISTING POST TO REMAIN AND BE SLEEVED WITH NEW POST, RAIL & FITTINGS ALL POWDER COATED BLACK. TOTAL LENGTH = 42 LF TOTAL # POSTS = 6 REPLACE EXISTING ENTRY/EXIT DIVIDER CHAIN-LINK FENCE WITH NEW BLACK POWDER COATED HANDRAIL AND POSTS. OLD FENCE FABRIC TO BE RETAINED FOR GOVERNMENT SALVAGE. SEE TYPICAL HANDRAIL DETAILS ON SHEET C201. TOTAL LENGTH = 7.5 LF TOTAL # POSTS = 3 CONSTRUCT 4" THICK CONCRETE SURFACING WITH A MAXIMUM 1.8% DESIGN CROSS SLOPE (MAXIMUM 2% ASBUILT). SEE SECTION ON THIS SHEET. SEE PROJECT SPECIFICATION FOR CONCRETE DESIGN MIX REQUIREMENTS. INSTALL (2 typ.) 2' x 6' FIBER GRATE BOOT CLEANING STATION WITH (3) SETS OF BOOT BRUSHES. SEE PLAN & DETAILS ON SHEET C102. REMOVE AND REPLACE EXISTING STEEL HANDRAIL WITH NEW BLACK POWDER COATED STEEL RAILING AND POSTS FROM STA 2+50.00 TO STA 3+79.50 LEFT. SEE TYPICAL HANDRAIL DETAILS ON SHEET C201. TOTAL LENGTH = 120.5' REMOVE AND REPLACE EXISTING WOOD HAND RAILING WITH NEW BLACK POWDER COATED STEEL RAILING AND POSTS FROM STA 2+14.50 TO STA 2+63.00 RIGHT. USE EXISTING WOOD POST FOUNDATION HOLES WHERE FEASIBLE. SEE TYPICAL HANDRAIL DETAILS ON SHEET C201. TOTAL LENGTH = 48.5'
AutoCAD SHX Text REMOVE EXISTING STEEL POST THAT IS CUT OFF JUST ABOVE GRADE. CUT TO BE MADE BELOW GRADE OR POST SHALL BE REMOVED AND FILLED TO NATURAL CONDITION. CONSTRUCT GRADE CHANGE LANDING WITH MAXIMUM CENTER RUNNING SLOPE OF 5% AND MAXIMUM CROSS SLOPE OF 1.8%. SEE DETAIL ON SHEET C102. STA 1+17.66 TO STA 1+39.49 RIGHT SIDE WIDEN PATHWAY TO 8 FT FOR BENCH REST AREA. REMOVE EXISTING WOODEN BENCH AND STEEL SUPPORTS. REPLACE WITH NEW METAL BENCH (WABASH PLASTISOL COATED NO BACK BENCH IN NATURAL BROWN) (2 typ.). SEE DETAIL ON SHEET C201. STA 0+61.39 TO STA 0+75.58 RIGHT SIDE WIDEN PATHWAY TO 8 FT FOR BENCH REST AREA. EXISTING PATH NARROWS TO LESS THAN 4 FEET DUE TO ROCK ENCROACHMENT INTO PATHWAY. CONTRACTOR SHALL WIDEN PATHWAY (3 LOCATIONS typ.) BY REMOVING EXISTING ROCK TO ALLOW CONSTRUCTION OF 4' WIDE CONCRETE PATH. AVOID UN-NATURAL MECHANICAL SCRAPING ON THE ROCKS TO BE LEFT IN PLACED AND NOT COVERED IN CONCRETE. SEE NOTE #1 ON SHEET C101. EXISTING LOOSE BOULDER TO BE ROLLED OFF PATHWAY AND PLACED IN NATURAL STATE SECURE FROM ROLLING AGAIN. REPLACE DETERIORATED WOODEN FORM WITH NEW PRESSURE TREATED FOR GROUND CONTACT 2"x12" OR MATCH EXISTING SIZE. MATCH EXISTING LENGTH. REMOVE EXISTING ASPHALT SURFACING AND HAUL OFFSITE TO AN APPROVED ASPHALT RECYCLING FACILITY. DO NOT DISTURB GROUND BELOW EXISTING ASPHALT SURFACE OUR OUTSIDE OF EXISTING TRAIL ALIGNMENT EXCEPT FOR THOSE AREAS IDENTIFIED ON THE PLAN FOR WIDENING.
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EXISTING SIGN TO REMAIN
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CAVE ENTRY
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EXISTING SIGN TO REMAIN
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PROTECT LIMITS OF EXPOSED TREE ROOTS
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PROTECT EXISTING LOG IN PLACE
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PROTECT EXISTING STUMP IN PLACE
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WELCOME CENTER
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ENTRY
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EXIT
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(E) ASPHALT
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(E) BENCH
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(E) SIGN
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(E) SIGN
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(E) WALL
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EXISTING SIGN TO REMAIN
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REPLACE EXISTING WOOD GATE WITH 6' HIGH CHAIN-LINK GATE
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6' HIGH CHAIN LINK
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6' HIGH CHAIN LINK
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PVI STA = 3+83.66
K = 4.55
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PVI STA = 3+37.84
K = 3.08
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PVI STA = 0+28.55
K = 0.59
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PVI STA = 1+13.46
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PVI STA = 0+54.90
K = 2.86
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PVI STA = 1+50.45
K = 5.26
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PVI STA = 2+74.41
K = 0.91
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PVI STA = 0+78.44
K = 1.87
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PVI STA = 0+41.94
K = 1.11
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PVI STA = 1+31.76
K = 0.89
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PVI STA = 1+69.85
K = 4.55
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PVI STA = 2+08.16
K = 3.39
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SHEET NO.
JOB NO.
REVISIONS:
DRAWN BY: TDC
CHK'D BY: MDC
C 101
SHEET NAME:
& Profile
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11-15-2019
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LAVA RIVER CAVE ENTRY PATH HOR: 1"=20' VER: 1"=5'
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PROPOSED APPROX. FINISHED GRADE AT CENTERLINE OF PATH
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EXISTING ASPHALT GRADE AT CENTERLINE OF PATH
AutoCAD SHX Text NOTE: FINISHED GRADE OF TRAIL SHALL BE 4"-6" HIGHER THAN THE EXISTING ASPHALT GRADE SO THAT GROUND DISTURBANCE UNDER THE EXISTING ASPHALT REMOVAL SHALL BE KEPT TO A MINIMUM.
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OREGON
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RENEWS: 12-31-19
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55,506PE
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AutoCAD SHX Text STA 0+61.39 TO STA 0+75.58 WIDEN PATHWAY TO 8ft WIDE NEAR BENCH AND SIGN AS SHOWN
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STA 0+10.00 TO STA 0+55.00 ROCK & BOULDER REMOVAL FOR MINIMUM PATH WIDTH
AutoCAD SHX Text STA 00+00.00 BEGIN CONCRETE PATH CONSTRUCTION. MATCH EXISTING GRADE AT TOP OF STAIRS TO CAVE
AutoCAD SHX Text STA 1+17.66 TO STA 1+39.49 WIDEN PATHWAY TO 8ft WIDE NEAR BENCH AS SHOWN.
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STA 1+40.00 TO STA 1+50.00 ROCK & BOULDER REMOVAL FOR MINIMUM PATH WIDTH
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STA 1+97.00 TO STA 2+08.00 ROCK & BOULDER REMOVAL FOR MINIMUM PATH WIDTH
AutoCAD SHX Text STA 2+57.00 TO STA 2+65.00 CONSTRUCT LANDING WITH MAXIMUM CENTERLINE 5% RUNNING SLOPE & 1.8% CROSS SLOPE. SEE DETAIL ON SHEET C102.
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SEE SHEET C102 FOR PATIO CONSTRUCTION
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STA 3+94.72 END CONCRETE PATH CONSTRUCTION. MATCH EXISTING ASPHALT GRADE.
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(E) ASPHALT
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1. RELOCATION OF SMALL ROCKS (<12") AT SURFACE SHALL BE ALLOWED AS LONG AS GROUND DISTURBANCE IS KEPT TO A MINIMUM. 2. ANY ROCK AND/OR SOIL IMPORTED FOR THE CONSTRUCTION OF THE TRAIL SHALL BE CERTIFIED WEED-FREE AND MATCH THE COLORS/TEXTURES OF THE EXISTING MATERIAL ONSITE. 3. ROCK AND/OR SOIL THAT IS IMPORTED FOR THE PROJECT MUST ME INSPECTED BY THE FOREST SERVICE UPON DELIVERY TO THE SITE. 4. CLEARING OF GROUND VEGETATION DURING CONSTRUCTION SHALL BE ALLOWABLE ONLY TO THE EXTENT NECESSARY FOR SMALL VEGETATION REMOVAL DIRECTLY NEXT TO THE TRAIL. HIGHER VEGETATION IS TO BE PRESERVED. 5. NEW CONCRETE TRAIL TO BE COLORED TO MATCH ADJACENT ROCK FORMATIONS AND GROUND CONDITIONS. SUBMIT COLOR SAMPLES FROM DAVIS COLORS TO FOREST SERVICE REPRESENTATIVES FOR COLOR SELECTION. PROVIDE MEDIUM BROOM FINISH TRANSVERSE TO DIRECTION OF TRAVEL. 6. ARCHAEOLOGICAL MONITORING REQUIRED DURING ALL EXCAVATION OUTSIDE OF CAVE. NOTIFY FOREST SERVE 48 HOURS PRIOR TO EXCAVATION.
CAVE ENTRY
SHEET NO.
JOB NO.
REVISIONS:
DRAWN BY: TDC
CHK'D BY: MDC
C 102
SHEET NAME:
Detail
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A C1
CONSTRUCTION NOTES:
A C102
FIBER GRATE DETAIL
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RENEWS: 12-31-19
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55,506PE
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( IN FEET )
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FG:4500.45
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FG:4500.35
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FG: 4500.43
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FG:4499.83
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WELCOME
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CENTER
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FF=4500.2%%P
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(E) ASPHALT
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(E) WALL
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(E) SIGN
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(E) BENCH
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(E) SIGN
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FG:4492.13
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PROTECT EXISTING SIGN
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PROTECT EXISTING ASPHALT & BUILDING
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PROTECT EXISTING ROCK WALLS
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REMOVE EXISTING WOOD HAND RAIL
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INSTALL NEW STEEL HAND RAIL (BLACK POWDER COATED)
AutoCAD SHX Text 3'x6' FIBERGRATE GRATING (COLORED TO MATCH CONCRETE) 1-1/2" THICK WITH 1-1/2" x 1-1/2" SQUARE OPENING. SEE DETAIL THIS SHEET AS WELL AS SHEET C200. BOOT BRUSHES TO BE FASTENED TO GRATE LINED UP WITH HANDRAIL
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PROTECT EXISTING BUILDING FOOTING
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SEE DETAIL SHEET C200 FOR EMBEDMENT ANGLE CONSTRUCTION.
AutoCAD SHX Text NOTE: USE EXISTING HANDRAIL POST FOUNDATION HOLES TO THE GREATEST EXTENT POSSIBLE.
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MATCH
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MATCH
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INSTALL HANDRAIL ON BUILDING BOLTED TO STUDS
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VARIES
REVISIONS:
DRAWN BY: TDC
CHK'D BY: MDC
C 200
SHEET NAME:
Details
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DATE: OCTOBER 2019
11-15-2019
NOTES:
1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
2. DO NOT SCALE DRAWING.
3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS
FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION.
4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY
THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE.
5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER
REFERENCE NUMBER 5060-113.
DESIGNER 6' BENCH WITHOUT BACK - SURFACE MOUNT
WABASH PLASTISOL COATED BENCHES (WITHOUT BACK)
5060-113
WABASH VALLEY
505 EAST MAIN ST
SILVER LAKE, IN 46982
TOLL FREE: 1-800-253-8619
PHONE: (260) 352-2102
www.wabashvalley.com
CADdetails.comPROTECTED BY COPYRIGHT ©2016 CADDETAILS.COM LTD.
REVISION DATE 02/25/2016
SELECT DESIRED PATTERN:
DIAMOND
BEIGE PURPLE
BLACK RED
BLUE SLATE BLUE
BROWN TEAL
CRANBERRY YELLOW
DARK BRONZE
GRAY
GREEN
KELLY GREEN
SELECT DESIRED BENCH COLOR:
SELECT DESIRED LEG COLOR:
TRADITIONAL SLAT
BEIGE
PURPLEBLACK
REDBLUE
SLATE BLUEBROWN
TEALCRANBERRY YELLOW
DARK BRONZE
GRAY
GREEN
KELLY GREEN
ORANGE
VANILLA
WHITE
SELECT DESIRED MOUNT:
INGROUND PORTABLE SURFACE
62 1/16"
51 9/16"
72 1/2"
56 13/16"
15 3/8"
FRONT VIEW SIDE VIEW
TOP VIEW
C101
NOT TO SCALE
NEW HANDRAIL ANCHOR DETAIL
NOT TO SCALE
MODEL #DS307T
IN HARD ROCK OR BOULDER
USING EXISTING OR NEW BORED HOLES
NEW HANDRAIL ANCHOR DETAIL
IN SOFT GROUND OR LOOSE ROCK
NOT TO SCALE
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OREGON
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RENEWS: 12-31-19
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NEW STEEL HANDRAIL - SEE TYP. DETAILS ON SHEET C201
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8" DIA. SONOTUBE FILLED WITH CONCRETE. SEE LENGTH TABLE ABOVE.
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EXCAVATE AND BACKFILL AFTER CONCRETE POUR WITH AGG. BASE MATERIAL OR SAND.
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SANDY TOPSOIL MATERIAL - SEE NOTES 2 & 3 ON SHEET C101
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CONCRETE PATH - SEE DETAILS ON SHEET C100
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AGG. BASE LEVELING COURSE FOR SONOTUBE PLACEMENT
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NEW STEEL HANDRAIL - SEE TYP. DETAILS ON SHEET C201
AutoCAD SHX Text REMOVE EXISTING HAND RAIL POST AND REAM EXISTING HOLE MIN. 1/2" DIA. (1/4" VOID WIDTH) GREATER THAN NEW STEEL POST A MINIMUM DEPTH OF 12". SET & EPOXY NEW POST, INJECT FROM BOTTOM UP TO ENSURE COMPLETE VOID FILLING.
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SANDY TOPSOIL MATERIAL - SEE NOTES 2 & 3 ON SHEET C101
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CONCRETE PATH - SEE DETAILS ON SHEET C100
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EXISTING POST HOLE IN SOLID ROCK, SOLID CONCRETE, OR STABLE LARGE BOULDER.
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WELDED WIRE FABRIC MESH
AutoCAD SHX Text 3/8" x 4" PRE-MOLDED JOINT MATERIAL
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WELDED WIRE FABRIC MESH
1/3" DEPTH MIN.
REVISIONS:
DRAWN BY: TDC
CHK'D BY: MDC
C 201
SHEET NAME:
Details
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DATE: OCTOBER 2019
10-16-2019
TYPICAL RAILING ELEVATION
TYPICAL RAILING PLAN
(TOP RAIL SHOWN)
NOTE: KEE-KLAMP CONNECTIONS WILL VARY W/ RAILING
ORIENTATIONS; MEMBERS SHOWN ARE AN EXAMPLE ONLY
NOTE: RAILING SHOWN IS A TYPICAL EXAMPLE;
ACTUAL RAILING AND KEE-KLAMP LAYOUT WILL VARY
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OREGON
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RENEWS: 12-31-19
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55,506PE
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#25 (@ FLATS) (@ MAXIMUM RAIL LENGTHS) (STRAIGHT RAIL IN PLAN)
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#19 (@ FLATS) (SKEWED RAIL IN PLAN)
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#10 (@ FLATS) (NO SPLICE) (STRAIGHT RAIL IN PLAN)
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#15 (@ 90° CORNERS) (@ FLATS)
AutoCAD SHX Text #C50 (@ SLOPES) (STRAIGHT RAIL IN PLAN) (NO SPLICE) _________ #10 (@ FLATS) (STRAIGHT RAIL IN PLAN) (NO SPLICE)
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#25 (@ FLATS) (@ MAXIMUM RAIL LENGTHS) (STRAIGHT RAIL IN PLAN)
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#C51 (@ SLOPE TRANSITIONS) (STRAIGHT RAIL IN PLAN)
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APPROXIMATE TRAIL GRADE (REFERENCE ONLY; DOES NOT REPRESENT ACTUAL CONDITIONS)
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#C50 (@ SLOPES) (NO SPLICE) (STRAIGHT RAIL IN PLAN)
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#84 (PLUG FOR POST)
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(2) STACKED #C50 (@ SLOPES AND SLOPE -FLAT TRANSITIONS) (STRAIGHT AND SKEWED RAILS IN PLAN)
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#84 (PLUG FOR POST)
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#84 (PLUG FOR POST)
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(2) STACKED #C50 (@ SLOPES AND SLOPE - FLAT TRANSITIONS) (STRAIGHT AND SKEWED RAILS IN PLAN) (W/ #84 PLUG)
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#C51 (@ SLOPE TRANSITIONS) (STRAIGHT RAIL IN PLAN) (W/ #84 PLUG)
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#19 (@ FLATS) (SKEWED RAIL IN PLAN) (W/ #84 PLUG)
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#26 (@ FLATS) (STRAIGHT RAIL IN PLAN) (@ INTERM. RAIL)
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#C51 (@ SLOPE TRANSITIONS) (STRAIGHT RAIL IN PLAN) (@ INTERM. RAIL)
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#19 (@ FLATS) (SKEWED RAIL IN PLAN)
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(2) STACKED #C50 (@ LARGE SLOPES AND SLOPE -FLAT TRANSITIONS) (STRAIGHT AND SKEWED RAILS IN PLAN)
#C51 (@ SMALL SLOPES) (STRAIGHT RAIL IN PLAN) (@ INTERM. RAIL)
| Sheets and Views |
| C000 Cover |
| C001 Extg Cond.pdf |
| Sheets and Views |
| C001 Extg Cond |
| C100 Const Plans.pdf |
| Sheets and Views |
| C100 Const Plans |
| C101 Plan & Profile.pdf |
| Sheets and Views |
| C101 Plan & Profile |
| C102 Plan Details.pdf |
| Sheets and Views |
| C102 Plan Details |
| C200 Details.pdf |
| Sheets and Views |
| C200 Details |
| C201 Details.pdf |
| Sheets and Views |
| C201 Details |
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