HomeMy WebLinkAboutPlansFound a 3.25 Aluminum Cap
on a 2.5" Aluminum Pipe 1.0'
Above Ground in a Stone Mound
Stamped as Shown
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Existing Conditions Map
The Southeast Quarter of the Southeast
Quarter Section 12, Township 6 South, Range
89 West of the bth P.M.
Garfield County, Colorado
Found a 3.25" Aluminum Cap
on a 2.5" Aluminum Pipe 0.3'
Above Ground in a Stone Mound
Stamped as Shown
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Found a 2.5" Brass Cap
on a 2" Iron Pipe 0.1'
Below Ground
Stamped as Shown
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PROPERTY DESCRIPTION:
The Southeast Quarter of the Southeast Quarter Section 12, Township 6 South, Range 89 West of the 6th P.M.
Garfield County, Colorado
NOTES:
1. Basis of Bearings: Bearings shown hereon are based on a record bearing of N 78'21'50" W, between the
Souteast Quarter Corner Section 12 and the East 1/16 Corner Section 12 and Section 13, both corners being
monumented as shown hereon.
2. This map has been prepared pursuant to client request for an Existing Conditions Map.
3. Date of field survey 05/25/2024
4. Units of linear measurements are displayed in US Survey Feet,
5. Vertical Information:
Datum: Elevation information shown hereon is based upon GPS observations utilizing OPUS, Geoid 18 to derive
the NAVD88 elevation of 8374.2' at the top of a Brass Cap, as shown hereon.
Contour Interval: 1 Foot.
6. SGM is not responsible for any changes made to this document after it leaves our possession. Any copy,
facsimile, etc., of this document must be compared to the original signed, sealed and dated document to insure
the accuracy of the information shown on any such copy, and to insure that no such changes have been made.
7. Any subsurface utilities are not within the scope of this survey. Client/contractor must contact specific utility
companies to verify both the location and depth of respective utilities. Additional surveying work may be required
to show any such subsurface utility locations on this drawing. SGM will not be responsible for protection of
subsurface utilities.
8. Property descriptions shown hereon are based on an original US Department of the Interior Bureau of Land
Management Cadastral Survey, September 5, 1997
9. Fences shown hereon, if any, have been shown for general reference and do not necessarily depict limits of
ownership.
10, The property shown hereon is subject to all easements, rights —of —way, building setbacks or other restrictions of
record, as such items may affect this property. This survey does not represent a title search by this surveyor to
determine ownership or to discover easements or other encumbrances of record. All information pertaining to
ownership, easement and other encumbrances of record has been taken from the title insurance commitment
issued by American Land Title Association, Commitment No. 0604704—C2, having an effective date of May 3rd,
2024.
SURVEYOR'S CERTIFICATE:
I, R. Fox benton, being a registered Professional Land Surveyor, licensed in the State of
Colorado, do hereby certify that this map of existing conditions was prepared by SGM on
this date, 06/24/2024, based on site conditions as they existed during a field survey
performed 05/25/2024, under my direct supervision and checking and that it is true and
correct to the best of my knowledge and belief.
R. Fox Benton
Colorado PLS # 38792
06/24/24
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PROJECT CONTACTS
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CARBONDALE & RURAL FIRE
PROTECTION DISTRICT
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DOUGHLAS PRATTE
LAND STUDIO
(970) 927-3690
ANTHONY ALFINI
ROARING FORK ENGINEERING
(970) 618-7073
LIBBY COWLING
(970) 510-1350
PAUL BURKE
(970) 945-7292
JASON SHARPE
(970) 328-8290
MIKE WAGNER
(970)-963-2491
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SITE MAP
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PROPERTY
LOCATION:
OWNER:
PARCEL NUMBER:
AREA:
LEGAL DESCRIPTION:
DESCRIPTION
TO BE DETERMINED
KBBS HOLDINGS LLC
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36AGRES
SECTION: 12 TOWNSHIP: 6 RANGE:
89 SUBDIVISION: LOOKOUT MTN.
RANCHES
Sheet List Table
Sheet Number
Sheet Title
C1
Cover Sheet
C2
Notes Legend & Abbreviations
C3
Plan & Profile (1)
C4
Pain & Profile (2)
C5
Erosion Control
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GENERAL NOTES:
1. ALL WORK SHALL COMPLY WITH THE MOST RECENT GARFIELD COUNTY ROAD AND BRIDGE STANDARDS.
2. LIMITS OF CONSTRUCTION SHALL BE AS SHOWN ON PLANS. AND LIMITED TO APPROVED ACTIVITY ENVELOPES.
3. TEMPORARY CONSTRUCTION EASEMENTS MAY BE REQUIRED AND ARE TO BE COORDINATED WITH PROPERTY OWNER.
4. THE CONTRACTOR MUST CERTIFY THAT ALL AGGREGATES USED ON THIS PROJECT ARE FREE FROM HAZARDOUS
COMPONENTS IN EXCESS OF THE THRESHOLD CONCENTRATIONS ESTABLISHED BY THE EPA.
5. ANY SIGNAGE REMOVED DURING CONSTRUCTION THAT IS NOT SHOWN TO BE ON THE PLANS SHALL BE REPLACED OR
RETURNED TO ITS ORIGINAL LOCATION,
6. THROUGHOUT ALL PHASES OF CONSTRUCTION, UNTIL THE FINAL ACCEPTANCE OF THE PROJECT, THE CONTRACTOR
MUST KEEP THE WORK SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS. THE CONTRACTOR SHALL ALSO ABATE
DUST NUISANCE AS NECESSARY. THE CONTRACTOR HAS 24 HOURS AFTER THE DEPOSIT OF ANY EARTH, GRAVEL OR
OTHER EXCAVATED MATERIAL TO REMOVE SUCH DEPOSIT. IN THE EVENT THAT THE EARTH, GRAVEL OR OTHER
EXCAVATED MATERIAL IS NOT REMOVED, THE ENGINEER OR OWNER WILL DIRECT SUCH REMOVAL AND THE COST
INCURRED SHALL BE DEDUCTED FROM THE BOND. DUST CONTROL WILL ONLY BE REQUIRED IF ADJACENT PROPERTY
OWNERS ARE ADVERSELY AFFECTED OR IF DUST ADVERSELY AFFECTS MAINTENANCE OF TRAFFIC DURING THE PROJECT
SUCH THAT, IN THE OPINION OF ENGINEER, ADJUSTMENT OF THE CONTROL PROGRAM IS APPROPRIATE. IT IS
ANTICIPATED DUST CONTROL WILL BE REQUIRED ON THIS PROJECT.
7. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SURFACES THROUGHOUT THE PROJECT TO MAINTAIN VEHICULAR
TRAFFIC AND PROVIDE SAFE PEDESTRIAN ACCESS. THE COST SHALL BE INCIDENTAL TO WORK.
8. CONSTRUCTION DE -WATERING IS TO BE IN ACCORDANCE WITH THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND
ENVIRONMENT REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR ALL ASSOCIATED PERMITTING.
9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE
WITH APPLICABLE STANDARDS AND REGULATIONS AS SET FORTH BY THE OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION (OSHA).
10.NO FIELD CHANGES SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER.
11.SUBMITTALS SHALL BE PREPARED FOR ALL MATERIALS TO BE INCORPORATED INTO THE PROJECT AND SENT TO THE
ENGINEER FOR REVIEW AND APPROVAL.
12.THE PHYSICAL FEATURES WITHIN THE LIMITS OF THE PROJECT HAVE BEEN SHOWN BASED ON THE BEST AVAILABLE
INFORMATION AT THE TIME OF DESIGN, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE
FEATURES SHOWN. THE CONTRACTOR SHALL REVIEW AND VERIFY EXISTING PHYSICAL FEATURES AND ELEVATIONS OF
THE CONDITIONS TO BE ENCOUNTERED DURING CONSTRUCTION. -
13.THE CONTRACTOR SHALL LIMIT ALL WORK AND STORAGE AREAS TO THE PROJECT SITE. ANY WORK INSIDE PUBLIC
RIGHT-OF-WAYS WILL REQUIRE APPROVAL FROM THE JURISDICTIONAL AUTHORITY PRIOR TO CONSTRUCTION. USE OF
ANY PRIVATE AREAS FOR THIS PROJECT BY THE CONTRACTOR MUST BE APPROVED IN WRITING BY THE PROPERTY
OWNER WITH A COPY OF THIS APPROVAL PROVIDED TO THE ENGINEER PRIOR TO USAGE.
14.ALL WORK SHALL BE DONE TO THE LINES, GRADES, SECTIONS, AND ELEVATIONS SHOWN ON THE PLANS UNLESS
OTHERWISE NOTED OR APPROVED BY THE ENGINEER.
15.THE ENGINEER SHALL BE NOTIFIED WITHIN 48 HOUR PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION.
16.THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THOSE AREAS WITHIN THE LIMITS OF DISTURBANCE
AND/OR TOES OF SLOPE AS SHOWN ON THE PLANS. ANY DISTURBANCE BEYOND THESE LIMITS SHALL BE RESTORED
TO ORIGINAL CONDITIONS BY THE CONTRACTOR AT THEIR OWN EXPENSE.
17.THE CONTRACTOR SHALL PROTECT ALL TREES, BUSHES, AND EXISTING IMPROVEMENTS INSIDE AND OUTSIDE THE LIMITS
OF WORK UNLESS SPECIFICALLY MARKED FOR REMOVAL OR REPLACEMENT. NO TREES SHALL BE REMOVED OR
TRIMMED WITHOUT PRIOR ACKNOWLEDGEMENT OF THE PROPERTY OWNER AND/OR PROJECT ENGINEER, ALL APPLICABLE
PERMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR.
18.THE CONTRACTOR SHALL PROTECT THE EXISTING DRAINAGE STRUCTURES AND REROUTE ANY RUNOFF AS NECESSARY
DURING CONSTRUCTION ACTIVITIES TO PREVENT EROSION AND DAMAGE.
19.THE PHYSICAL FEATURES REQUIRING REMOVAL OR OBLITERATION WITHIN THE PROJECT SHALL BECOME THE PROPERTY
OF THE CONTRACTOR AND BE DISPOSED OF OFF -SITE UNLESS OTHERWISE NOTED.
20.THE CONTRACTOR SHALL HAVE A COPY OF ALL APPLICABLE STANDARDS AND APPROVED CONSTRUCTION PLANS AND
SPECIFICATIONS ON SITE AT ALL TIMES.
21.ANY DISCREPANCY WITHIN THESE PLANS SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER.
22.ALL SEWER MANHOLES STATION OFFSET CALLOUTS REFERENCE CENTER OF STRUCTURE LOCATION. ELEVATIONS
REFERENCE THE MANHOLE LID OR FLOW LINE ON MANHOLES WITH GUTTER INLETS.
UTILITY GENERAL NOTES
1. ANY CONTRACTOR -CAUSED DAMAGE TO UTILITY AND/OR SERVICE LINES SHOWN OR NOT SHOWN ON THE PLANS, SHALL
BE REPAIRED OR REPLACED AT NO COST TO OWNER OF THE LINE AND SHALL BE ACCOMPLISHED BY THE
CONTRACTOR, SUBCONTRACTOR OR AS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
NOTIFYING ALL UTILITY COMPANIES PRIOR TO COMMENCING WORK IN THE PROJECT AREA. LIKEWISE, THE CONTRACTOR
IS RESPONSIBLE FOR COORDINATING HIS WORK AND THAT OF THE INVOLVED UTILITIES IN THE PROJECT AREA.
2. UTILITY LINES SHOWN ON THE PLANS ARE LOCATED FROM THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR THE VERIFICATION AND PROTECTION OF ALL UTILITIES IN PLACE.
3. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO AT 811 A MINIMUM OF TWO
BUSINESS DAYS IN ADVANCE OF ANY EXCAVATION OR GRADING.
4. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL UTILITIES AND STRUCTURES AFFECTED BY THE WORK. ANY
DAMAGE SHALL BE REPAIRED AND RESTORED TO THE SATISFACTION OF THE OWNER AND UTILITY PROVIDER. THE
CONTRACTOR SHALL COORDINATE ALL UTILITY RELOCATIONS AS NECESSARY.
5. EXCAVATION AT GAS LINES: TEMPORARY COVER DURING CONSTRUCTION SHALL BE AT LEAST 18 INCHES OVER THE GAS
CONDUIT. FINISHED GRADE OVER THE GAS CONDUIT MUST BE AT LEAST TWO FEET AND NO MORE THAN SIX FEET.
6. EXISTING UNDERGROUND TELEPHONE, FIBER AND CABLE TELEVISION. FACILITIES MAY BE LOCATED IN CLOSE PROXIMITY
TO THE WORK. THE CONTRACTOR MAY, IF NECESSARY, TEMPORARILY DISPLACE THE CABLES DURING CONSTRUCTION
AND REINSTALL THEM IN ACCORDANCE WITH THE APPROPRIATE TELEPHONE, FIBER OR CABLE PROVIDER'S GUIDELINES
WITH THEIR PRIOR CONSENT.
7. THE CONTRACTOR SHALL AT THEIR EXPENSE, SUPPORT AND PROTECT ALL UTILITIES, SO THAT THEY WILL FUNCTION
CONTINUOUSLY DURING CONSTRUCTION EXCEPT THOSE DESIGNATED TO BE TEMPORARILY SHUT DOWN. THE CONTRACTOR
SHALL GET AUTHORIZATION FOR TEMPORARY SERVICE DISRUPTIONS PRIOR TO ANY UTILITY WORK AT LEAST 48 HOURS
IN ADVANCE OF THE WORK. CUSTOMERS SHALL BE NOTIFIED ACCORDING TO THE UTILITY PROVIDERS REQUIREMENTS.
SHOULD A UTILITY FAIL AS A RESULT OF THE CONTRACTOR'S OPERATIONS, IT WILL BE REPAIRED IMMEDIATELY BY
EITHER THE CONTRACTOR OR THE UTILITY PROVIDER AT THE FULL COST OF LABOR AND MATERIALS TO THE
CONTRACTOR.
8. ALL VALVE BOXES, CLEANOUTS, MANHOLES, GUY WIRES, SHALL BE ADJUSTED TO FINISHED GRADE.
9. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND ELEVATION OF ALL SANITARY SEWER SERVICES AND WATER
SERVICES PRIOR TO CONSTRUCTION.
1 D. TEMPORARY SHORING MAY BE REQUIRED FOR UTILITY INSTALLATION WORK ESPEC--.ALLY IN AREAS CLOSE TO OR IN
EXISTING SLOPES. THE CONTRACTOR SHALL MAINTAIN SLOPE/TRENCH STABILITY UNTIL EXCAVATION IS BACKFILLED. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING REQUESTED OR REQUIRED SHORING PLANS TO COUNTY AND
ENGINEER FOR REVIEW AND APPROVAL PRIOR TO SHORING OPERATIONS.
SANITARY SEWER GENERAL NOTES
1. ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE LATEST GARFIELD COUNTY AND COLORADO DEPARTMENT
OF PUBLIC HEALTH AND ENVIRONMENT (CDPHE) RULES AND REGULATIONS.
2. INSTALLATION OF NEW SANITARY SEWER IN AREAS WITH WATER MAIN AND SERVICE CROSSINGS MUST COMPLY WITH
GARFIELD COUNTY AND CDPHE RULES AND REGULATIONS.
3. CONTRACTOR IS TO OBTAIN STATE DE -WATERING PERMIT IN CASE OF GROUNDWATER IN THE TRENCH.
4. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY GARFIELD COUNTY. THE COUNTY WILL
RESERVE THE RIGHT TO ACCEPT OR REJECT ANY MATERIALS OR WORKMANSHIP THAT DOES NOT CONFORM TO THE
COUNTY'S STANDARDS AND SPECIFICATIONS.
5. THE CONTRACTOR MUST NOTIFY THE COUNTY AT LEAST TWO FULL WORKING DAYS PRIOR TO THE START OF SEWER
CONSTRUCTION.
3. ALL SEWER MAINS SHALL HAVE A MINIMUM COVER OF 5 FEET. IF GRADE CONFLICTS OCCUR WITH EXISTING UTIUTIES
OR OTHER OBSTRUCTIONS THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY.
4. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION FROM ALL WATER MAIN
CROSSINGS. ONE FULL LENGTH OF WATER PIPE MUST BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE
SEWER AS POSSIBLE. IF THIS CANNOT BE MET THE ENGINEER SHALL HE NOTIFIED IMMEDIATELY.
5. USE TIE RODS AND MEGALUGS WHERE THRUST BLOCKS CAN'T BEAR ON NATIVE SOIL (MINIMUM TIE. ROD LENGTH IS
20 FEET).
6. ALL PRIVATE SANITARY SERVICES SHALL BE SLOPE AT A MINIMUM OF 1%.
7. ALL SEWER MANHOLES STATION OFFSET CALLOUTS REFERENCE CENTER OF STRUCTURE LOCATION. ELEVATIONS
REFERENCE THE MANHOLE LID.
WATERLINE GENERAL NOTES:
1. ALL WATERLINE CONSTRUCTION SHALL CONFORM TO THE LATEST CDPHE RULES AND REGULATIONS.
2. INSTALLATION OF NEW WATERLINE IN AREAS WITH SANITARY SEWER MAIN AND SERVICE CROSSINGS MUST COMPLY WITH
CDPHE RULES AND REGULATIONS.
3. CONTRACTOR IS TO OBTAIN STATE DEWATERING PERMIT IN CASE OF GROUNDWATER IN THE TRENCH.
4. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY GARFIELD COUNTY. THE COUNTY WILL
RESERVE THE RIGHT TO ACCEPT OR REJECT ANY MATERIALS OR WORKMANSHIP THAT DOES NOT CONFORM TO THE
COUNTY'S RULES AND REGULATIONS.
5. THE CONTRACTOR MUST NOTIFY THE COUNTY AT LEAST TWO FULL WORKING DAYS PRIOR TO THE START OF
CONSTRUCTION.
6. ALL WATER MAIN PIPES, FITTINGS AND APPURTENANCES SHALL MEET THE CLASS CALLED OUT IN THE PLANS AND
SPECIFICATIONS.
7. ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 7 FEET. COVER GREATER THAN THE SPECIFIED MINIMUM MAY BE
REQUIRED TO ACCOMMODATE EXISTING GRADES AND AVOID HIGH POINTS IN THE WATERLINE TO A MAXIMUM OF 12
FEET. IF GRADE CONFLICTS OCCUR WITH EXISTING UTILITIES OR OTHER OBSTRUCTIONS, THE PROPOSED WATER MAIN
DEPTH CAN BE VARIED PROVIDED THE 7 FOOT MINIMUM COVER IS MAINTAINED.
8. PRECAUTIONS MUST BE TAKEN TO PROTECT WATER LINE PIPE INTERIORS, FITTINGS AND VALVES AGAINST
CONTAMINATION. PIPES, FITTINGS AND VALVES SHALL BE KEPT CLEAN AND DRY AT ALL TIMES. A WATER TIGHT PLUG
SHALL BE INSTALLED IN THE OPEN END OF THE PIPE AT THE END OF EACH WORKING DAY.
9. WATERLINES WILL BE INSTALLED AT RELATIVELY STRAIGHT LINES BETWEEN FITTINGS EXCEPT WHERE SHOWN OTHERWISE
ON THE PLANS. IN NO CASE SHALL THE MAXIMUM JOINT DEFLECTION BE EXCEEDED AS SPECIFIED BY THE PIPE
MANUFACTURER. PIPE CURVATURE MAY BE OBTAINED BY JOINT DEFLECTION AS RECOMMENDED AND WARRANTED BY
MANUFACTURER. MANUFACTURER'S INSTALLATION GUIDELINES TO BE PROVIDED WITH MATERIALS SUBMITTAL.
10.IF HIGHLY CORROSIVE SOILS ARE ENCOUNTERED, ALL BURIED FITTINGS AND VALVES MUST BE WRAPPED IN 8 MIL
POLYWRAP IN AREAS OF HIGH SOIL CONDUCTIVITY.
11.APPROVED THRUST RESTRAINT MECHANISMS ARE MEGALUGS, THRUST BLOCKS AND TIE RODS. CONCRETE THRUST
BLOCKS SHALL BE INSTALLED AT ALL HORIZONTAL AND VERTICAL BENDS, TEES, VALVES AND CAPS, ETC. IN
ACCORDANCE WITH THE THRUST BLOCK TABLE SHOWN ON THE DETAIL SHEET. FOR CLARITY, THRUST BLOCKS MAY NOT
HAVE BEEN SHOWN ON THE DRAWINGS. FITTINGS WITH THRUST BLOCKS SHALL NOT BE BACKFILLED UNTIL THE
CONCRETE HAS BEEN GIVEN SUFFICIENT TIME TO CURE. USE TIE RODS AND MEGALUGS WHERE THRUST BLOCKS CAN'T
BEAR ON NATIVE SOIL. THE MINIMUM TIE ROD LENGTH SHALL BE 20 FEET.
12.TEN FEET MINIMUM HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN SANITARY SEWER AND WATER MAINS
EXCEPT AT SPECIFIED CROSSINGS AND AS IDENTIFIED ON THE PLANS.
13.THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION FROM ALL SANITARY SEWER
CROSSINGS. ONE FULL LENGTH OF WATER PIPE MUST BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE
SEWER AS POSSIBLE. IF THIS CANNOT BE. MET THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY.
14.FREEZE PROTECTION SHALL BE INSTALLED FOR ALL WATER MAIN AND SERVICES LESS THAN 8 FEET DEEP AND AWAY
FROM STORM SEWERS, MANHOLES, VAULTS AND CULVERTS.
15.BLUE IDENTIFICATION TAPE SHALL BE INSTALLED 24 INCHES ABOVE ALL WATER MAINS.
16.ALL TRENCHES SHALL BE COMPACTED TO 95% AS DETERMINED BY AASHTO T-99. WATER REQUIRED FOR MOISTURE
CONDITIONING OF BACKFILL MATERIAL SHALL BE OBTAINED FROM AN AUTHORIZED SOURCE. ALL NECESSARY
COMPACTION TESTING SHALL BE COMPLETED THROUGH A CERTIFIED SOILS LABORATORY.
17.A COPY OF THE COMPACTION TEST RESULTS SHALL BE PROVIDED TO THE COUNTY AND ENGINEER DURING THE
COURSE OF -THE PROJECT.
18.THE CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED WATER LINE TESTING. ALL TESTING SHALL BE COMPLETED IN
THE PRESENCE OF THE OWNER'S REPRESENTATIVE. THIS INCLUDES PRESSURE AND LEAKAGE TEST, FLUSHING AND
DISINFECTION, BACTERIOLOGICAL TESTS, AND PIPE CONDUCTIVITY CONTINUITY. DISINFECTION OF THE WATER LINE SHALL
BE IN ACCORDANCE WITH THE PROCEDURE SET FORTH IN AWWA C651, LATEST EDITION, DISINFECTING WATER MAINS.
19.A PRE -CONSTRUCTION MEETING WITH COUNTY STAFF AND THE ENGINEER WILL BE REQUIRED WITH A MINIMUM OF 48
HOUR NOTICE.
20. ABANDONMENT REQUIREMENTS
20.1. FIRE HYDRANTS AND ASSOCIATED VALVES SHALL NOT BE ABANDONED IN PLACE, BUT SHALL BE REMOVED,
HYDRANT BRANCHES SHALL BE PLUGGED AT THE MAIN ACCORDING TO GARFIELD COUNTY STANDARDS.
20.2. COUPLINGS ARE NOT DESIRED. THE CORPORATION VALVE IS TO BE CLOSED AND THE SERVICE CUT AT THE
COMPRESSION NUT. TEES SHALL BE PLUGGED AT THE SOURCE WITH AN APPROVED FITTING AND RESTRAINED.
INSPECTION BY THE COUNTY IS REQUIRED PRIOR TO BURYING THE WORK. THE CONTRACTOR SHALL NOT OPERATE
EXISTING WATERLINE VALVES. CONTRACTOR SHALL NOTIFY THE COUNTY A MINIMUM OF 48 HOURS IN ADVANCE OF
ANY SERVICE ABANDONMENT.
20.3. ANY EXISTING WATER MAIN THAT ARE CUT SHALL BE PLUGGED WITH A MECHANICAL JOINT CAP. ANY EXISTING
WATER MAIN IN CONFLICT WITH THE NEW WATER MAIN AND/OR WITHIN THREE FEET OF NEW WATER MAIN SHALL
BE REMOVED AND DISPOSED OF. COSTS FOR THIS WORK WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE
CONSIDERED INCIDENTAL TO THE WATER MAIN WORK. EXISTING WATER LINES THAT ARE TO BE ABANDONED IN
PLACE SHALL BE CAPPED AT BOTH ENDS WITH A MECHANICAL JOINT CAP. ALL VALVES ARE TO REMAIN OPEN WITH
VALVE BOXES PULLED OFF TWO FEET BELOW GRADE AND FILLED WITH DIRT.
21.SWIVEL TEES MAY BE USED FOR ALIGNING HYDRANT VALVE AND VALVE BOX WITH EXISTING GRADES.
22.ALL PIPING COMPONENTS REQUIRED FOR TIE-INS TO EXISTING WATER LINES MAY NOT BE SHOWN ON THE DRAWINGS.
ALL COMPONENTS NECESSARY COMPONENTS WILL BE CONSIDERED INCIDENTAL TO THE WORK AND SHALL BE PROVIDED
AS PART OF THE WORK.
23.SOLID SLEEVES AT EXISTING CONNECTION POINTS ARE IMPLIED AND ARE NOT SPECIFICALLY CALLED OUT ON THE
PLANS.
24. CONTRACTOR TO VERIFY SIZE OF ALL EXISTING SERVICES AND NOTIFY ENGINEER OF ANY DISCREPANCIES DISCOVERED.
EARTHWORK
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LEGAL DISPOSAL OF ANY EXCESS SOIL, DEBRIS AND WASTE
MATERIAL OFF OF THE PROJECT SITE.
2. ANY MATERIAL NOT SUITABLE FOR BACKFILL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF, BY AND AT THE
EXPENSE OF THE CONTRACTOR.
3. ALL EMBANKMENT MATERIAL REQUIRING COMPACTION WILL CONFORM TO CDOT/ASTM STANDARDS.
4. IF GROUNDWATER IS ENCOUNTERED CONTACT ENGINEER BEFORE PROCEEDING WITH WORK IN AREA OF GROUNDWATER.
5. IF BEDROCK IS ENCOUNTERED CONTACT ENGINEER BEFORE PROCEEDING WITH WORK IN AREA OF BEDROCK.
6. AREAS OF HEAVY VEGETATION, TREES, ROCKS, ETC. MAY NOT ALL BE SHOWN ON THE PLANS. THE CONTRACTOR SHALL
FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS AND REQUIRED CONSTRUCTION METHODS TO PERFORM THE
WORK. CERTAIN AREAS MAY REQUIRE TREE REMOVAL, BOULDER RELOCATION, CLEARING AND GRUBBING, ETC. THAT MAY
NOT BE SPECIFICALLY CALLED OUT.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY GROUNDWATER ENCOUNTERED DURING CONSTRUCTION
AS NECESSARY TO COMPLETE THE WORK. GROUNDWATER SHALL BE PUMPED, PIPED, REMOVED AND DISPOSED OF IN A
MANNER WHICH DOES NOT CAUSE FLOODING OF EXISTING STREETS NOR EROSION ON ABUTTING PROPERTIES IN ORDER
TO CONSTRUCT THE IMPROVEMENTS SHOWN ON THE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR ANY COLORADO
DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENTAL STORM WATER DISCHARGE OR DE -WATERING PERMITS THAT
CORRESPOND WITH THESE ACTIVITIES.
8. ONSITE NATIVE MATERIAL CAN BE USED FOR STRUCTURAL BACKFILL IF APPROVED BY THE GEOTECHNICAL ENGINEER
AND SHALL BE SCREENED TO SIX INCH MINUS, PLACED IN TWELVE INCH LIFTS AND COMPACTED TO 95% AS
DETERMINED BY AASHTO T-99.
9. STRIPPED TOPSOIL GENERATED ONSITE IS TO BE STOCKPILED AND USED FOR RE -VEGETATION.
PAVEMENT NOTES:
1. ASPHALT PRIME COAT NOT REQUIRED UNLESS INDICATED ON THE PLANS. PREPARED BASE COURSES SHALL BE PRIMED
AT CONTRACTOR'S EXPENSE IF THE SURFACE HAS DETERIORATED DUE TO TRAFFIC, WEATHER OR TIME LAPSE BETWEEN
SURFACE PREPARATION AND PLACEMENT OF BITUMINOUS MATERIALS, SUCH THAT, IN THE OPINION OF THE ENGINEER,
USE OF PRIME COAT IS REQUIRED. APPLICATION RATE SHALL BE 0.3 GALS/SQ.YD.
2. BEFORE PLACEMENT OF THE TACK COAT, THE CONTRACTOR SHALL CLEAN THE SURFACE TO RECEIVE TACK COAT AS
DIRECTED. CLEANING WILL NOT BE PAID FOR SEPARATELY, BUT WILL BE CONSIDERED INCIDENTAL TO THE WORK.
3. A TACK COAT OF EMULSIFIED ASPHALT (SLOW SETTING) IS TO BE APPLIED BETWEEN PAVEMENT COURSES TO IMPROVE
THE BOND. DILUTED EMULSIFIED ASPHALT FOR TACK COAT SHALL CONSIST OF 1 PART EMULSIFIED ASPHALT AND 1
PART WATER. RATES OF APPLICATION SHALL BE DETERMINED BY THE ENGINEER AT THE TIME OF APPLICATION.
APPROXIMATE RATE SHALL BE 0.1 GAL./SD.YD.
4. WHEN CONNECTING TO EXISTING PAVEMENT, ASPHALT MILLING IS REQUIRED TO A DEPTH OF 2 INCHES AND A WIDTH
OF 24 INCHES.
5. WHERE NEW PAVEMENT IS TO ABUT EXISTING PAVEMENT, THE EXISTING PAVEMENT SHALL BE REMOVED TO A NEAT
VERTICAL LINE BY SAW CUTTING PRIOR TO PAVING OPERATIONS. VERTICAL EDGES SHALL NOT REMAIN OVERNIGHT.
5. ANY LAYER OF BITUMINOUS PAVEMENT THAT IS TO HAVE A SUCCEEDING LAYER PLACED THEREON SHALL BE
COMPLETED FULL WIDTH BEFORE THE SUCCEEDING LAYER IS PLACED.
TRAFFIC CONTROL NOTES:
I. A TRAFFIC CONTROL PLAN SHALL BE PROVIDED BY A CERTIFIED TRAFFIC CONTROL SUPERVISOR AND IMPLEMENTED BY
A CERTIFIED TRAFFIC CONTROL TEAM.
2. MAINTAIN ACCESS TO RESIDENCES AT ALL TIMES. TEMPORARY CLOSURE WILL BE ALLOWED FOR UTILITY WORK WITH
PRIOR COORDINATION AND APPROVAL BY THE OWNER. PROVIDE FOR EMERGENCY ACCESS CONTINUOUSLY.
3. PROVIDE SAFETY CONES, FLAG PERSONS, VERTICAL PANELS WITH BEACONS, SIGNS AND BARRICADES AS NECESSARY TO
PROTECT PUBLIC AND WORK SITE.
4. PROVIDE SIGNAGE AS REQUIRED BY OWNER AND JURISDICTIONAL AUTHORITIES.
5. PROVIDE DIRECTIONAL SIGNAGE INCLUDING BUT NOT LIMITED TO ONE-WAY SIGNS AND/OR TRAFFIC SIGNALS DURING
CONSTRUCTION. JERSEY BARRIERS MAY BE REQUIRED DURING CONSTRUCTION.
6. ANY SIGNAGE REMOVED DURING CONSTRUCTION SHALL BE REPLACED OR RETURNED TO ITS ORIGINAL LOCATION.
7. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD).
8. THE CONTRACTOR SHALL. FURNISH, INSTALL, AND MAINTAIN TEMPORARY TRAFFIC CONTROL DEVICES NECESSARY
THROUGHOUT THE DURATION OF CONSTRUCTION.
9. CONTRACTOR SHALL PROVIDE A SMOOTH TEMPORARY DRIVING SURFACE UNTIL FINAL PAVING IS COMPLETE. ALL
TEMPORARY DRIVING SURFACES WILL NOT BE PAID FOR SEPARATELY, BUT WILL BE CONSIDERED INCIDENTAL TO THE
WORK.
10.THE CONTRACTOR SHALL CLOSELY MONITOR ACCESS FOR HEAVY CONSTRUCTION EQUIPMENT THROUGH THE PROJECT
AND USE TRAFFIC CONTROL AS NEEDED TO ACCOMMODATE CONSTRUCTION ACTIVITY ENTERING AND LEAVING THE
PROJECT SITE.
LANDSCAPE NOTES:
1. ALL AREAS DISTURBED BY ROAD OR UTILITY CONSTRUCTION SHALL BE FINE GRADED AND RAKED TO REMOVE ALL
ROCKS OVER THREE INCHES IN DIAMETER. PLACE TOPSOIL TO A DEPTH OF FOUR INCHES. ON ALL DISTURBED AREAS,
2. PRIOR TO TOPSOIL PLACEMENT, ALL CUT OR FILL SLOPES WILL BE CONTOURED TO BLEND WITH ADJACENT TERRAIN.
CONTRACTOR MAY USE VARIOUS SLOPE MOLDING TECHNIQUES TO ENHANCE THE AESTHETIC QUALITY OF THE SLOPE
WHILE MAXIMIZING THE REVEGETATION POTENTIAL. ALL CUT AND FILL SLOPES SHALL BE ROUNDED AT THE TOE TO
BLEND WITH THE EXISTING TERRAIN. ADDITIONALLY, WHERE SOILS AND STEEPNESS OF SLOPES PERMIT, TERRACES WILL
BE CONSTRUCTED TO AID THE REVEGETATION PROCESS.
3. THE CONTRACTOR SHALL PROTECT FROM DAMAGE ALL TREES, BUSHES, AND EXISTING IMPROVEMENTS INSIDE AND
OUTSIDE THE LIMITS OF WORK UNLESS NOTED FOR DEMO/REMOVAL. SPECIFIC PROVISIONS ARE SHOWN ON THE PLANS.
4. THE CONTRACTOR SHALL RESTORE ALL DISTURBED LANDSCAPE, HARDSCAPE, AND SNOW MELTED AREAS IN -KIND.
5. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION CONSIDERATIONS IN DENSELY VEGETATED AREAS. ALL DAMAGED
OR REMOVED VEGETATION SHALL BE REPLACED IN -KIND AT THE EXPENSE OF THE CONTRACTOR.
EROSION CONTROL NOTES:
1. THE ULTIMATE RECEIVING WATERS IS THE ROARING FORK RIVER.
2. TOPSOIL THAT IS STRIPPED SHALL BE STOCKPILED, SURROUNDED BY EROSION LOGS AND SEEDED AND MULCHED FOR
STABILIZATION.
3. EROSION AND SEDIMENT CONTROLS ARE TO BE INSPECTED EVERY FOURTEEN CALENDAR DAYS OR AFTER EVERY STORM
EVENT THAT EQUALS OR EXCEEDS A HALF INCH OF PRECIPITATION.
4. CONTRACTOR IS RESPONSIBLE FOR CHECKING THAT ALL EROSION CONTROL BMPs ARE FREE OF MUD, DIRT, AND
DEBRIS. ALL STRUCTURES ARE TO BE CLEANED ONCE DEPOSITED SEDIMENT REACHES ONE THIRD THE HEIGHT OF THE
STRUCTURE.
5. ACTUAL LOCATIONS OF ALL EROSION AND SEDIMENT CONTROL MEASURES MAY BE FIELD MODIFIED IF NECESSARY BY
ENGINEER OF RECORD AND APPROVED BY GARFIELD COUNTY.
6. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED AFTER THEY ARE NO LONGER NECESSARY (E.G.,
WHEN AN AREA THAT WAS DISTURBED HAS ACHIEVED 75% RE -VEGETATION).
7. CONSTRUCTION ROAD, STABILIZED ENTRANCE, STAGING AREA, AND PERIMETER EROSION CONTROL MEASURES SHALL BE
INSTALLED PRIOR TO ANY SITE GRADING OR EXCAVATION ACTIVITIES.
8. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF SEDIMENT FROM VEHICLES LEAVING THE SITE.
9. STOCKPILED MATERIALS SHALL BE SURROUNDED WITH EROSION LOGS AND WEIGHED DOWN WITH SAND BAGS.
10.ALL DRAINAGE STRUCTURES ARE TO BE PROTECTED BY EROSION CONTROL MEASURES.
11.IF ANY TEMPORARY FLOW LINE IS TO OCCUR DUE TO INTERMITTENT. GRADE CHANGE, CHECK DAMS, SURFACE
ROUGHENING AND ADDITIONAL BMPs SHOULD BE IMPLEMENTED.
12.RESURFACING OR REVEGETATION PRACTICES SHALL FOLLOW ALL LAND DISTURBING ACTIVITIES IMMEDIATELY UPON
COMPLETION OF SAID ACTIVITIES. IF REVEGETATION PRACTICES ARE DELAYED, FINISHED TOPSOIL GRADE SHALL BE
PROTECTED AGAINST WIND AND WATER EROSION WITH TEMPORARY EROSION CONTROL BMPs.
13. WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED. LOCATIONS SHALL BE AS ORDERED. THE COST OF
WATER SHALL BE INCIDENTAL TO OTHER .BID ITEMS. SWEEPING AND CLEANING ADJACENT STREETS AND SIDEWALKS
DURING CONSTRUCTION WILL BE PERFORMED AS NECESSARY AND AS DIRECTED BY THE ENGINEER. SWEEPING, AND
DUST MITIGATION WILL BE CONSIDERED INCIDENTAL TO THE WORK.
BENCHMARK AND SURVEY CONTROL
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION STAKING OF BOTH HORIZONTAL AND VERTICAL LAYOUT
ON THIS PROJECT, COORDINATES ARE REFERENCED W THE COORDINATE LIST SHOWN ON THESE PLANS. THE
CONTRACTOR SHALL COORDINATE WITH THE PROJECT ENGINEER FOR INTERPRETATION AND INFORMATION IN STAKING OF
THE PROJECT FOR CONSTRUCTION.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING ANY MONUMENTS, RANGE POINTS, TIES, BENCHMARKS,
AND/OR SURVEY CONTROL POINTS WHICH MAY BE DISTRIBUTED OR DESTROYED BY CONSTRUCTION. SUCH POINTS
SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENT BY A REGISTERED PROFESSIONAL LAND
SURVEYOR AUTHORIZED TO PRACTICE LAND SURVEYING IN THE STATE OF COLORADO. PROPERTY CORNERS WHICH FALL
WITHIN NEW CONCRETE FLATWORK SHALL BE DURABLE AND SET FLUSH. THIS SHALL BE CONSIDERED INCIDENTAL TO
THE PROJECT.
EASEMENT LINE
EDGE OF PAVEMENT
EDGE OF GRAVEL
EDGE OF WATER
FENCE LINE
FIBER OPTIC LINE
FLOW LINE
FORCE MAIN
GAS LINE
MAJOR CONTOUR
MINOR CONTOUR
OVERHEAD ELECTRIC
OVERHEAD TELEPHONE
PROPERTY LINE
RIGHT-OF-WAY
SANITARY SEWER & SIZE
SANITARY SEWER SERVICE
STORM DRAIN PIPE
TBC/SIDEWALK/CONCRETE
UNDERGROUND ELECTRIC
UNDERGROUND TELEPHONE
UNDERGROUND CABLE TV
WATER LINE & SIZE
WATER SERVICE LINE
IRRIGATION LINE
RAW WATERLINE
ROAD CENTER LINE
LIMITS OF DISTURBED AREA
LEGEND
EXISTING PROPOSED - - - ` - - - - -
-x -x- x -X -x-
--FO---FO-
FM F61-
E---CI--- -.
=T=-=OH==:-
8"S- - -8"S
SS - - - SS
---XEL- -
-XEL-
--T---T
---XN---XN-
- -8.,W-
- -8..W_
_ -WS -
- -WS -
IRR---IRR--
RAW-
RAW-
F0- FO
- FM FM-
G G
105
-_ 9104
E -0H
- - T -OH- -
8"S
-SS
-SS --
E-
E
- T
T
TV
N
-INS
-WS
RR
-IRR
-RAW-RAW-
ABC
AGGREGATE BASE COURSE
AP
ANGLE POINT
APPROX.
APPROXIMATE
ASPH.
ASPHALT
BP
BEGINNING POINT
BW
BOTTOM OF WALL
C&G
CURB AND GUTTER
OF
CUBIC FEET
¢
CENTER LINE
CMP
CORRUGATED METAL PIPE
GONG.
CONCRETE
DW
DRIVEWAY
EB
EAST BOUND
EG
EXISTING GRADE
EOG
EDGE OF GRAVEL
EL.
ELEVATION
ELEC.
ELECTRIC
EP
END POINT
EGA
EDGE OF ASPHALT
EX.
EXISTING
FG
FINISHED GRADE
PL
FLOWLINE
FT
FEET
GB
GRADE BREAK
GR
GUARDRAIL
GRAY.
GRAVEL
HCL
HORIZONTAL CONTROL LINE
HDPE
HIGH DENSITY POLYETHYLENE
HP
HIGH POINT
HER
HOT BITUMINOUS PAVEMENT
HMA
HOT MIX ASPHALT
IN
INCH
INV.
INVERT
L
LEFT
LDA
LIMITS OF DISTURBED AREA
LF
LINEAR FEET
CABLE BOX
CABLE RISER
CURB STOP
CURB INLET
DECIDUOUS TREE
ELECTRIC MANHOLE/ METER
ELECTRIC TRANSFORMER
ELECTRIC SWITCH GEAR
ELECTRIC VAULT
EVERGREEN TREE
FIBER OPTIC RISER
FIRE HYDRANT
GAS METER
GATE VALVE
GUY ANCHOR
MAILBOX
MONUMENT MARKER
POWER POLE
SANITARY SEWER MANHOLE
SOIL BORING LOCATION
SIGN
SPOT ELEVATION
STORM DRAIN MANHOLE
STREETLIGHT
TELEPHONE MANHOLE
ABBREVIATIONS
LP
LOW POINT
MAX.
MAXIMUM
MH
MANHOLE
MIN.
MINIMUM
MSE
MECHANICALLY STABILIZED EARTH
O/S
OFFSET
PC
POINT OF CURVATURE
PCC
POINT OF COMPOUND CURVE
PRO
POINT OF REVERSE CURVE
PGL
PROFILE GRADE LINE
PNT.
POINT
PRO
POINT OF REVERSE CURVATURE
PROP.
PROPOSED
PT
POINT OF TANGENCY
PVC
POINT OF VERTICAL CURVATURE
PVI
POINT OF VERTICAL INFLECTION
PVMT.
PAVEMENT
R/R
REMOVE & REPLACE
R
RIGHT; RADIUS
RAD.
RADIAL
RCP
REINFORCED CONCRETE PIPE
REF.
REFERENCE
ROW
RIGHT-OF-WAY
SECT.
SECTION
SF
SQUARE FEET
SH.
SHEET
SDMH
STORM DRAIN MANHOLE
SSMH
SEWER MANHOLE
STA.
STATION
SW
SIDEWALK
SY
SQUARE YARD
TBC
TOP BACK CURB
TP
TOP OF PIPE
TW
TOP OF WALL
TYP.
TYPICAL
WE
WEST BOUND
SYMBOL LEGEND
o
aoo
,00
II
f0
0
C O
HATCH L_CE\D
ASPHALT DEMO
.._RB AND GUTTER DEMO
ASPHALT MILL
�
COLORED CONCRETE
C
PROPOSED CONCRET-
PROPOSED LANDSCAPING
CURB RAMP
DETECTABLE WARNING
PROPOSED ASPHALT
V
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LJJ
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CHECKED BY: AWA
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JOB #: 2022-63
NOT FOR
CONSTRUCTION
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Notes Legend &
Abbreviations
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)\L PROPOSED PRIMARY
I fd _
ELECTRIC LINE
0 32�-06-'" -
o r / . oj� -- / ABANDONED WELL
\V
J /
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
BEARING
DELTA
C1
125.00'
175.85'
106.01'
161.70'
N30-15'16"W
89 36' 11"
C2
400.00'
363.81'
195.57'
351.40'
N44'30'01"W
52' 06' 41"
C3
200.00'
109.52'
56.17'
108.15'
N34'07'55"W
31' 22' 29"
C4
100.00'
28.61'
14.40'
28.52'
N41'37'20"W
16' 23' 39"
/ E E ,-
/ - -
- PROPOSED PRIMARY - /
/ ELECTRIC LINE
/ PROPOSED ELECTRIC
POLE ---8aoo - --
/ ------------ ------ ----- - - - --- --- -- - ---- - - -- - /
EP:33+41.22
- -- -- .
-- 8390 -- - --
-- -- - -- E2500602 25
- - ------ --
---------------
--------------------------------- -- ----
--- --- --- -- -- -- --- -
aa
/ n o /
/ O O k
L.P. STA: 10+29.73
H.P.
STA:
11+59.10
L.P. ELEV: 8384.19
H.P.
ELEV: 8392.04
PVI STA: 10+44.73
PVI
STA:
11+44.12
PVI ELEV: 8384.49
PVI
ELEV:
8392.44
Y
a K: 5.00
K:
5.00
a0 30.0'V
50.00' VC
y
8460
m -00
8450
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8440
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8430
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8420
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mm
8410
8400
8.00% -
8390
00
8380 1
8370
SCALE
HORZ.
1"-2 C
8360
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-
1"-2'
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C9 C9
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C9 C9
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10+00 10+50
11+00
11+50
12+00
-2.00%
LP. STA 12481.12
L.P. ELEV: 8389.76
PVI STA 12+89.79
PVI ELEV: 8389.53
H.P.
STA: 13+79.54
H.P.
ELEV: 8394.92
PVI
STA: 13+68.83
PVI
ELEV: 8395.45
K: 4.76
50.00' VC
elm
MO
00-in-
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m
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m
m
m
m
m
m
12+50 13+00 13+50 14+00 14+50 15+00
15+50
L.P. STA: 15+89.91
L.P. ELEV: 8389.02
PVI STA: 16+01.27
PVI ELEV: 8388.48
K: 4.55
50.00' VC
N N Nlico
of o6
r,00 Nro
0
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>
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H.P. STA:
18+35.00
L.P. STA: 18+75.00
H.P. ELEV:
8406.58
L.P. ELEV: 8408.18
PVI STA:
18+20.60
PVI STA: 18+90.00
PVI ELEV:
8405.98
PVI ELEV: 8408.78
K: 7.50
K: 7.50
30.00' VC
30.00' VC
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on°
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m
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m
m
m
m
m
H.P. STA:
21+49.95
H.P. ELEV:
8428.94
PVI STA:
21+34.95
PVI ELEV:
8428.37
K: 7.05
0.00VC
inn
na
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EXISTING GRADE
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(FG)
FINISHED
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LINE TABLE
LINE
BEARING
LENGTH
L1
N10'02'49"E
20.09'
L2
N70'33'22"W
167.58'
L3
N18 26'41 "W
79.37'
L4
N49'49'09"W
31.54'
L5
N33'25'30"W
451.21'
3.75%
w
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m
m
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16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00
DRIVEWAY PROFILE
8460
8450
8440
8430
8420
8410
8400
8390
8380
8370
8360
8350
N
E
W
5
GRAPHIC SCALE
0 25 50
IN FEET: i" = 50'
Z
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SCALE:
8420 HORZ. 1"=20'
—
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VERT: 1"=20'
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30+50
31+00
31+50
32+00
Tiny Home Access PROFILE
32+50
18460
4 --- 8450
— 8440
---_.__.— ---- 8430
— —f 8420
8410
33+00
9.0% ' ?.0%
SUBGRADE
DRIVEWAY TYPICAL SECTION
SCALE: 1 " = 5'
z z �
8" CLASS 6 AGGREGATE
5 ,, BASE COURSE
12" SCARIFIED, MOISTENED & RECOMPACTED
NATIVE SOIL OR APPROVED FILL
(95% STANDARD PROCTOR DENSITY)
TYPICAL RECYCLED ASPHALT
DRIVEWAY SECTION
SCALE: NITS
24" MIN.
UNPAVED PAVED
APPROVED
W NATIVE
o BACKFILL
COMPACTED
z TO 95% APPROVED
E STANDARD NATIVE OR
PROCTOR CLASS 6 ABC
WATER SERVICE TRENCH
SCALE: NTS
TYP. SECT.
PER PLAN
1
WATER SERVICE PIPE
(SEE PLANS)
BEDDING: CLASS 6 ABC 4" MIN.
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