HomeMy WebLinkAbout10.0 Engineering PlansV/CIN/TY MAP
NOT TO SCALE
GRAPHIC SCALE
200 0 100 200 400 800
( IN FEET 1
1 inch =200 ft.
McCL URE RIVER RANCH
PREL /M/NA R Y CONSTRUCT/ON PLANS
CARBONDALE, CO 81623
Sheet List TdbCe
Sheet Number
Sheet TitCe
CO
COVER SHEET
CI
NOTES
C2
LEGEND
C3
SITE L A YOU T
C1
0 VERAL L GRADING PLAN
C5
ROAD HORIZONTAL CONTROL
C6
UTILITIES HORIZONTAL CONTROL
C7
SANITARY HORIZONTAL CONTROL
C8
ROAD P&P VICINITY INDEX l
C9
ROAD P&P VICINITY INDEX 2
CIO
CHUKKA TRAIL STA. 100+00 TO STA. 102+80
CI
CHUKKA TRAIL STA. 102+80 TO STA. 105+60
C /2
CHUKKA TRAIL STA. 105+60 TO STA. 108+10
C /3
CHUKKA TRAIL STA. 108+10 TO STA. 111+20
C/d
CHUKKA TRAIL STA. 111+20 TO STA. 111+00
Cls
CHUKKA TRAIL STA. //1+00 TO STA. 116+80
Cl6
CHUKKA TRAIL STA. 116+80 TO STA. 119+60
C/7
CHUKKA TRAIL STA. 115+80 TO STA. 122+10
C/8
CHUKKA TRAIL STA. 122+10 TO STA. 125+20
C/9
CHUKKA TRAIL STA. 125+20 TO STA. 128+00
C20
CHUKKA TRAIL STA. 127+50 TO STA. 128+16
C2/
N. BARN ACCESS STA. 200+00 TO STA. 202+80
C22
N. BARN ACCESS STA. 202+80 TO STA. 205+60
C23
N. BARN ACCESS STA. 205+60 TO STA. 207+81
C21
W. BARN ACCESS STA. 300+00 TO STA. 302+80
C25
W. BARN ACCESS STA. 302+80 TO STA. 305+50
C26
W. BARN ACCESS STA. 305+60 TO STA. 308+28
C27
CABIN ACCESS STA. 500+00 TO STA. 502+08
028
CONNECTOR ROAD STA. 100+00 TO STA. 102+57
C29
CLUBHOUSE DRIVE STA. 500+00 TO STA. 500+07
C30
C30 W BARN ACCESS CONNECT STA. 800+00 TO 80/+73
C3/
TYPICAL SECTIONS
C32
DRAINAGE BASINS
C33
OVERALL DRAINAGE LAYOUT
C31
POLO FIELD l DRAINAGE LAYOUT
C35
FIELD l DRAINAGE PROFILES
C36
POLO FIELD 2 DRAINAGE LAYOUT
C37
POL 0 FIELD 2 CURTAIN DRAIN LAYOUT
C38
FIELD 2 DRAINAGE PROFILES
C39
FIELD 2 CURTAIN DRAIN PROFILES l
010
FIELD 2 CURTAIN DRAIN PROFILES 2
CJ/
BASIN 2 AND 3 STORM DRAIN PROFILES
C12
IRRIGATION LAYOUT EAST
013
IRRIGA TION LAYOUT WEST
011
NORTH RAW WATERLINE
C15
EAST RAW WATERLINE
Cd6
IRRIGATION LINE - IRRIGATION WETWEL L TO FIELD l
C17
IRRIGA TION LINE - IRRIGATION WET WELL TO FIELD 2
C18
IRRIGATION LINE - FIELD 2 EAST
C19
IRRIGATION LINE - FIELD 2 WEST
C50
IRRIGATION POND -1 TO POND -2
C5/
IRRIGATION POND -2 TO POND 3
C52
IRRIGA TION POND -2 0 VERFL OW
C53
IRRIGATION POND -3 0 VERFL OW
051
IRRIGATION DETAILS l
C55
IRRIGATION DETAILS 2
056
FIRE SUPPRESSION LAYOUT
C57
FIRE SUPPRESSION P&P l
C58
FIRE SUPPRESSION P&P 2
C59
FIRE SUPPRESSION P&P 3
C50
SOUTH OWTS LAYOUT
C6/
SOUTH OWTS PROFILES
C62
SOUTH OWTS DETAILS
C63
MIDDLE OWTS LAYOUT
C61
MIDDLE SEPTIC PROFILES
C65
MIDDLE SEPTIC DETAILS
C66
NORTH OWTS SYSTEM
067
NORTH SEPTIC DETAILS
C68
WELL LAYOUT
069
ELECTRIC LAYOUT
C70
EROSION CONTROL
C7/
EROSION CONTROL DETAILS
C72
SITE DETAILS
16'vE
ROARING FORK ENGINEERING
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F.• (866) 876-5873
CHECKED BY: RBG
DRAWN BY: VJT
DRAWN BY
1-
10/22/2019
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCTION
McCL URE RIVER RANCH
CARBONDALE, CO 81623
1. GENERAL NOTES:
I. ALL WORK SHAL L COMPLY WITH THE MOST RECENT GARFIELD COUNTY STANDARDS, IN ADDITION COLORADO DEPARTMENT OF
TRANSPOR TA TION (COOT) RULES AND REGUL A TIONS.
2 L IMI T S OF CONS TRUC TION SHALL BE 10' EACH SIDE OF THE CEN TERL INE OF U TIL I T Y INS TAL L A TIONS BUT NOT BEYOND PROPER T Y
LIMITS. PROJECT L IMI TS ADDITIONALLY INCLUDE ALL DESIGNATED BORROW AREAS, EXCA VA TION DISPOSAL AREAS OR MA TERIAL OR
TOPSOIL STOCKPILE AREAS. RESPECT ALL TREE/ VEGETA TION PRESER VA TION ZONES (PER SPECS).
3. 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 E.P.A.
1. ANY SIGNAGE REMOVED DURING CONSTRUCTION THAT IS NOT SHOWN TO BE ON THE PLANS SHALL BE REPLACED OR RETURNED TO
ITS ORIGINAL L OCA TION.
5 ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH APPLICABLE SECTIONS OF THE GEOTECHNICAL REPORT/INVESTIGATION
(PERFORMED BY HP GEO TECH DATED 03.112008). CONTRACTOR TO NOTE REQUIREMENTS FOR EXCA VA TION, BACKFILL AND SUPPORT
MA TERIAL S. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE INFORMATION CONTAINED IN THIS REPORT PRIOR TO
CONS TRUC TION.
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 CON TRAC TOR SHALL ALSO ABATE DUST NUISANCE AS NECESSAR Y. THE
CONTRACTOR HAS TWENTY-FOUR (21) HOURS AFTER THE DEPOSIT OF ANY EARTH, GRA VEL OR OTHER EXCA VA TED MATERIAL TO
REMOVE SUCH DEPOSIT. IN THE E VENT THAT THE EARTH, GRA VEL OR 0 THER EXCA VA TED 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 ONL Y
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 ANTICIPA TED DUST CONTROL WILL BE REQUIRED ON THIS PROJECT.
Z THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SURFACES THROUGHOUT THE PROJECT TO MAINTAIN TRAFFIC AND 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. CON TRAC TOR IS RESPONSIBLE FOR ALL 4 SSOCIA TED PERMIT TING.
9. IT SHALL BE THE CON TRAC TOR '5 RESPONSIBILITY TO ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH APPLICABLE
STANDARDS AND REGUL A TIONS AS SET FORTH BY THE OCCUPATIONAL SAFETY AND HEALTH ADMINIS TRA TION
10 NO FIELD CHANGES SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER.
ll. SUBMITTALS SHALL BE PREPARED FOR ALL MA TERIAL S TO BE INCORPORA TED 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.
l3. THE CONTRACTOR SHALL LIMIT ALL WORK AND STORAGE AREAS TO THE PROJECT SITE. ANY WORK INSIDE PUBLIC RIGHT-OF-WAYS
WILL REQUIRE APPRO VAL FROM THE JURISDICTION OF 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.
lQ ALL WORK SHALL BE DONE TO THE LINES, GRADES, SECTIONS, AND EL E VA TIONS SHOWN ON THE PLANS UNLESS 0 THERWISE NOTED
OR APPROVED BY THE ENGINEER.
/5. THE ENGINEER SHALL BE NOTIFIED WITHIN 18 HOUR PRIOR TO THE COMMENCEMENT OF ANY CONS TRUC TION.
l6. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THOSE AREA5 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 NOT REMOVE AND SHALL PROTECT FROM DAMAGE ALL TREES, BUSHES, AND EXISTING IMPROVEMENTS
INSIDE AND OUTSIDE THE LIMITS OF WORK NOT CALLED OUR FOR REMOVAL OR REPLACEMENT. SPECIFIC PRO VISIONS ARE SHOWN ON
THE PLANS.
18 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.
19. THE CONTRACTOR SHALL PROTECT THE EXISTING DRAINAGE STRUCTURES AND REROUTE ANY RUNOFF AS NECESSARY DURING
CONSTRUCTION ACTIVITIES TO PREVENT EROSION AND DAMAGE.
20. THE CONTRACTOR SHALL PROVIDE SAFE PEDESTRIAN ACCESS AT ALL TIMES DURING THE PROJECT.
2/. THE PHYSICAL FEATURES REQUIRING REMOVAL OR OBL I TERA TION WITHIN THE PROJECT SHALL BECOME THE PROPERTY OF THE
CONTRACTOR AND BE DISPOSED OF OFF-SITE UNLESS OTHERWISE NOTED.
22 THE CONTRACTOR SHALL HAVE A COPY OF ALL APPLICABLE STANDARDS AND APPROVED CONSTRUCTION PLANS AND SPECIFICATIONS
ON SITE AT ALL TIMES.
23. ANY DISCREPANCY WITHIN THESE PLANS SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER.
2 SANI TAR Y GENERAL NOTES
1. ALL SANITARY SEWER CONS TRUC TION SHALL CONFORM TO THE LATEST GARFIELD COUNTY RULES AND REGUL A TIONS (RESOLUTION
NO. 11-22, DATED 01.11.20/1).
INS TAL L A TION OF NEW SANITARY SEWER IN AREAS WITH WATER MAIN AND SERVICE CROSSINGS MUST COMPL Y WITH GARFIELD
COUNTY REGUL A TIONS , AND THE COLORADO DEPARTMENT OF PUBLIC HEAL TH AND ENVIRONMENT STANDARDS.
2
3.
3.
Q
5.
6.
8.
9.
3.
/.
2
3.
Q
5.
CONTRACTOR IS TO OBTAIN STATE DE -WATERING PERMIT IN CASE OF GROUNDWATER IN THE TRENCH.
ALL MA TERIAL S AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY GARFIELD COUNTY. THE COUNTY WILL RESERVE THE
RIGHT TO ACCEPT OR REJECT ANY MA TERIAL S AND WORKMANSHIP THAT DOES NOT CONFORM TO THEIR STANDARDS AND
SPECIFICA TIONS.
ALL SEWER 114IN PIPES, FITTING, AND APPURTENANCES SHALL MEET THE CLASS CALLED OUT BY THE ACSD STANDARDS.
ALL SEWER MAINS WITHIN THE ROAD CORRIDOR SHALL HAVE A MINIMUM COVER OF SEVEN FEET. ALL SEWER MAINS OUTSIDE THE
ROAD CORRIDOR SHALL HAVE A MINIMUM COVER OF FIVE FEET. COVER GREATER THAN THE SPECIFIED MINIMUM MAY BE REQUIRED
TO ACCOMMODATE EXISTING GRADES TO A MAXIMUM OF TEN FEET IF GRADE CONFLICTS OCCUR WITH EXISTING UTILITIES OR OTHER
OBS TRUC TIONS THE ENGINEER SHALL BE NOTIFIED IMMEDIA TEL Y.
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 L OCA TED SO BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. IF THIS CANNOT BE
MET THE ENGINEER SHALL NE NOTIFIED IMMEDIA TEL Y.
CL E4NOUTS SHALL BE PROVIDED WITHIN FIVE FEET OUTSIDE OF THE BUILDING.
ANY CHANGE IN HORIZONTAL DIRECTION OF 15° OR GREATER SHALL HAVE A CLEANOUT, UNLESS A CLEANOUT WITHIN 10 FEET
UPSTREAM EXISTS.
CL EANOU TS SHALL BE PROVIDED AT INTER VAL S WITHIN THE BUILDING SEWER FROM THE S TRUCUTRE TO THE TANK OF NOT MORE
THAN 100 FEET OF PIPING.
WA TERL INE GENERAL NOTES
ALL WA TERL INE CONSTRUCTION SHALL CONFORM TO THE LATEST COL ORADO DEPARTMENT OF PUBL IC HEALTH AND ENVIRONMENTAL
(CDPHE) STANDARDS AND SPECIFICATIONS.
INSTAL L A TION OF NEW WA TERL INE IN AREAS WITH SANITARY SEWER MAIN AND SER VICE CROSSINGS MUST COMPLY WITH GARFIELD
COUNTY, THE DEPARTMENT OF ENVIRONMENTAL HEALTH, AND THE CDPHE STANDARDS.
CONTRACTOR IS TO OBTAIN STATE DEWA TERING PERMIT IN CASE OF GROUNDWATER IN THE TRENCH.
ALL MA TERIAL S AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY GARFIELD COUNTY THE COUNTY WILL RESERVE THE
RIGHT TO ACCEPT OR REJECT ANY MA TERIAL S AND WORKMANSHIP THAT DOES NOT CONFORM TO CDPHE STANDARDS AND
SPECIFICATIONS.
THE CONTRACTOR MUST NOTIFY THE GARFIELD COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH AT LEAST TWO FULL WORKING
DAYS PRIOR TO THE START OF CONS TRUC TION.
6. ALL WATER MAIN PIPES FITTING AND APPURTENANCES SHALL MEET THE CLASS CALLED OUT BY THE CDPHE STANDARDS.
7 ALL WA TERL INES SHALL HAVE A MINIMUM COVER OF SEVEN FEET. CO VER GREATER THAN THE SPECIFIED MINIMUM MAY BE REQUIRED
TO ACCOMMODATE EXISTING GRADES AND AVOID HIGH POINTS IN THE WA TERL INE TO A MAXIMUM OF TEN FEET IF GRADE CONFLICTS
OCCUR WITH EXISTING U TIL I TIES OR 0 THER OBS TRUC TIONS, THE PROPOSED WATER 114IN GRADE CAN BE VARIED PROVIDED THE SEVEN
FOOT MINIMUM DEPTH OF COVER IS MAINTAINED OR AS DIRECTED BY COUNTY STAFF IF BEDROCK/BOULDERS ARE ENCOUNTERED.
THERE SHALL BE NO LOCALIZED HIGH POINTS.
8. PRECAUTIONS MUST BE TAKEN TO PROTECT WATERLINE PIPE INTERIORS, FITTINGS AND VAL VES AGAINST CONTAMINATION AND 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. WA TERL INES WILL BE INSTALLED AT REL A TI VEL Y STRAIGHT LINES BETWEEN FITTINGS EXCEPT WHERE SHOWN OTHERWISE ON THE
PLANS. IN NO CASE SHALL THE MAXIMUM JOINT DEFL EC TION AS RECOMMENDED BY THE PIPE MANUFACTURER BE EXCEEDED. PIPE
CURVATURE MAY BE OBTAINED BY JOINT DEFLECTION AS RECOMMENDED AND WARRANTED BY MANUFACTURER. MANUFACTURER'S
INS TAL L A TION GUIDELINES TO BE PROVIDED WITH MA TERIAL S SUBMITTAL.
/0. IF HIGHLY CORROSIVE SOLS A RE ENCOUNTERED, ALL BURIED FITTINGS AND VALVES MUST BE WRAPPED IN 8 MIL POL Y WRAP IN A REA S
OF HIGH SOIL CONDUCTIVITY.
ll. TWO FORMS OF THRUST RESTRAINT ARE REQUIRED. APPROVED FORMS ARE MEGAL UGS, THRUST BLOCKS, AND TIE RODS. CONCRETE
THRUST BLOCKS SHALL BE INSTALLED AT ALL HORIZONTAL AND VER TICAL BENDS, TEES, VAL VES AND CAPS, ETC. IN ACCORDANCE WITH
THE THRUST BLOCK TABLE SHOWN ON THE DETAIL SHEET. FOR CLARITY, ALL 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.
12 HORIZONTAL SEPARA TION BETWEEN THE SANI TAR Y SEWER MAIN AND WATER MAINS SHALL BE MAINTAINED AT TEN FEET EXCEPT AT
SPECIFIED CROSSINGS AND AS IDENTIFIED ON THE PLANS.
l3. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF /8 INCHES OF VERTICAL SEPARATION FROM ALL SANITARY SEWER CROSSINGS. ONE
FULL LENGTH OF WATER PIPE MUST BE L OCA TED SO BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. IF THIS CANNOT
BE MET THE ENGINEER SHALL NE NOTIFIED IMMEDIA TEL Y.
Id FREEZE PRO TEC TION SHALL BE INS TAL L ED FOR ALL WATER MAIN AND SERVICES LESS THAN SEVEN FEET DEEP AND A WA Y FROM
STORM SEWERS, MANHOLES AND CUL VER TS.
/5 BLUE IDENTIFICATION TAPE SHALL BE INSTALLED 21 INCHES ABOVE ALL WATER MAINS.
l6. ALL TRENCHES SHALL BE COMPACTED TO 95 PERCENT AS DETERMINED BY AASH TO T-99. WATER REQUIRED FOR MOISTURE
CONDITIONING OF BACKFILL MATERIAL SHALL BE OBTAINED FROM AN AUTHORIZED FILLING HYDRANT. ALL NECESSARY C0/IPA C TION
TESTING SHALL BE COMPL E TED THROUGH A CERTIFIED SOILS LAB.
/7 A COPY OF THE COMPACTION TEST RESULTS SHALL BE PROVIDED TO THE ENGINEER DURING THE COURSE OF THE PROJECT.
l8. THE CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED WA TERL INE TESTING. THIS INCLUDES PRESSURE AND LEAKAGE TEST,
FLUSHING AND DISINFECTION, BACTERIOLOGICAL TESTS, AND PIPE CONDUCTIVITY CONTINUITY. DISINFECTION OF THE WA TERL INE
SHALL BE IN ACCORDANCE WITH THE PROCEDURE SET FORTH INA W WA C65/, LATEST EDI TION, DISINFECTING WATER MAINS.
/9. SWIVEL TEES MAY BE USED FOR ALIGNING HYDRANT VALVE AND VALVE BOX WITH EXISTING GRA DES O THER WISE COUNTY AND CDPHE
DETAILS SHALL BE FOL L OWED.
41. 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 GARFIELD COUNTY 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 PLAN SHEETS ARE L OCA TED FROM THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE VERIFICATION AND PRO TEC TION OF ALL UTIL I TIES 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 EXCA VA TION OR GRADING.
1. THE CONTRACTOR SHALL PRO TEC T AND MAINTAIN ALL U TIL I TIES AND S TRUC TURES A FFEC TED BY THE WORK. ANY DAMAGE SHALL BE
REPAIRED AND RESTORED TO THE SA TISFAC TION OF GARFIELD COUNTY, CDPHE, AND UTILITY PROVIDERS. THE CONTRACTOR SHALL
COORDINATE ALL UTILITY REL OCA TIONS AS NECESSARY.
5 EXCA VA TION A T GAS L INES : TEMPORARY COVER DURING CONS TRUC TION SHALL BEAT LEAST 18 INCHES OVER THE GAS CONDUIT.
FINISH GRADE OVER THE GAS CONDUIT MUST BEAT LEAST TWO FEET AND NO MORE THAN SIX FEET.
6. EXISTING UNDERGROUND TELEPHONE, FIBER AND CABLE TELEVISION FA CIL I TIES MAY BE L OCA TED IN CLOSE PROXIMITY TO THE WORK.
THE CONTRACTOR MAY, IF NECESSARY, TEMPORARIL Y DISPLACE THE CABLES DURING CONSTRUCTION AND REINSTALL THEM IN
ACCORDANCE WITH THE APPROPRIATE TELEPHONE, FIBER OR CABLE TELEVISION COMPANY 'S GUIDELINES WITH THEIR PRIOR
CONSENT. COORDINATION WITH BOTH THE TELEPHONE AND CABLE TELEVISION COMPANY IS REQUIRED TO BE DONE BY THE
CONTRACTOR.
7 THE CONTRACTOR SHALL AT THEIR EXPENSE, SUPPORT AND PRO TEC T ALL U TIL I TIES, SO THAT THEY WILL FUNCTION CON TINUOUSL Y
DURING CONSTRUCTION EXCEPT THOSE DESIGNATED TO BE TEMPORARIL Y SHUT DOWN. THE CONTRACTOR SHALL GET AUTHORIZATION
FOR TEMPORARY SERVICE DISRUPTIONS PRIOR TO ANY UTILITY WORK AT LEAST 18 HOURS IN ADVANCE. CUSTOMERS SHALL BE
NOTIFIED ACCORDING TO THE UTILITY PROVIDERS REQUIREMENTS. SHOULD A UTILITY FAIL ASA RESULT OF THE CONTRACTOR'S
OPERATIONS, IT WILL BE REPAIRED IMMEDIA TEL Y BY EITHER THE CONTRACTOR OR THE UTILITY PROVIDER AT THE FULL COST OF
LABOR AND MA TERIAL S TO THE CONTRACTOR.
8. ALL VALVE BOXES, CL EANOUTS, MANHOLES, GUY WIRES, SHALL BE ADJUSTED TO FINAL GRADE.
9. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND EL E VA TION OF ALL SANITARY SEWER SERVICES AND WATER SERVICES
PRIOR TO CONS TRUC TION.
10 IRRIGATION LINES MAY EXIST WITHIN THE PROJECT BOUNDARY. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO L OCA TE
IRRIGATION LINES THAT MAY BE A FFEC TED BY THEIR WORK. ANY DA MA GED IRRIGATION EQUIPMENT OR LINES WILL BE REPL A CED AT
THE COST OF THE CONTRACTOR.
ll. TEMPORARY SHORING MAY BE REQUIRED FOR UTILITY INSTAL L A TION WORK ESPECIAL L Y IN AREA CLOSE TO OR IN EXISTING SLOPES.
THE CONTRACTOR SHALL MAINTAIN SL OPE/TRENCH STABILITY UNTIL EXCA VA TION IS BACKFILLED.
5 EARTHWORK
I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE L EGA L DISPOSAL OF A N Y 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 COOT/ASTM STANDARDS.
Q 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. EXISTING DITCHES RUN THROUGH PROPERTY L IMI TS. IF DISTURBED, THE DITCH SHALL BE REPLACED IN ITS ORIGINAL L OCA TION BY
RE-SCARIFING MATERIAL EIGHT INCHES BELOW THE DITCH AND COMPACTING WITH A NEW THREE INCH LAYER OF BENTONITE MIXED
SOIL. ONE (l) POUND OF BENTONITE PER ONE (1) SQUARE FOOT OF AREA IS REQUIRED. THE CONTRACTOR SHALL CONTACT AND
COORDINATE ALL WORK WITH THE DITCH COMPANY.
6. AREAS OF HEAVY VEGETATION, TREES, ROCKS, ETC. MA Y NOT ALL BE SHOWN ON PLAN SET. THE CONTRACTOR SHALL FAMILIARIZE
THEMSELVES WITH THE EXISTING CONDITIONS AND REQUIRED CONSTRUCTION METHODS TO PERFORM THE WORK. CERTAIN AREAS MAY
REQUIRE TREE REMOVAL, BOULDER REL OCA TION, CLEARING AND GRUBBING, ETC. THAT MAY NOT BE SPECIFICAL L Y CALLED OUT.
7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY GROUNDWATER ENCOUNTERED DURING THE CONSTRUCTION OF ANY
POR TION OF THIS PROJECT. GROUNDWATER SHALL BE PUMPED, PIPED, REMOVED AND DISPOSED OF IN A MANNER WHICH DOES NO T
CAUSE FLOODING OF EXISTING STREETS NOR EROSION ON ABUTTING PROPERTIES IN ORDER TO CONSTRUCT THE IMPROVEMENTS
SHOWN ON THESE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR ANY COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT
STORM WATER DISCHARGE OR DE - WA TERING PERMITS THAT CORRESPONDING WITH THESE A C TI VI TIES.
10. ONSITE NATIVE MATERIAL CAN BE USED FOR S TRUC TURAL BACKFILL IF APPROVED BY A GEOTECHNICAL ENGINEER AND SHALL BE
SCREENED TO SIX INCH MINUS, INSTALLED IN TWELVE INCH LIFTS AND COMPACTED TO 95 PERCENT WITH OPTIMUM MOISTURE
CONTENT.
II. STRIPPED TOPSOIL GENERATED ONSITE TO BE STOCKPILED AND USED FOR RE- VEGETA TION.
12 ALL 5TORMW4 TER INFRASTRUCTURE (5WALES, CULVERTS, DRAIN LINES) IS DESIGNED TO THE 25 -YEAR STORM EVENT.
6. PAVEMENT NOTES:
1. ASPHALT PRIME COAT NOT REQUIRED UNLESS INDICATED ON DRAWINGS. 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 MA TERIAL S, SUCH THAT, IN THE OPINION OF THE ENGINEER, USE OF PRIME COAT IS REQUIRED. APPL ICA TION
RATE SHALL BE 0.3 GAL S/SQ. YD.
2 BEFORE PLACEMENT OF THE TACK COAT, THE CONTRACTOR SHALL CLEAN THE PRESENT ROADWAY AS DIRECTED. CLEANING WILL NOT BE
PAID FOR SEPARA TEL Y, BUT IS 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 / PART EMULSIFIED ASPHALT AND / PART WATER. RATES OF
APPL ICA TION SHALL BE DETERMINED BY THE ENGINEER AT THE TIME OF APPL ICA TION. APPROXIMATE RATE SHALL BE 0.1 G4L . /SQ. YD.
1. THE FOLLOWING SHALL BE USED WITH EACH BITUMINOUS PAVER:
4) SKI - T YPE DEVICE AT LEAST 30 FEET IN L ENG TH.
8) SHORT SKI OR SHOE.
5 WHEN CONNECTING TO EXISTING PAVEMENT, ASPHALT MILLING IS REQUIRED TO A DEPTH OF TWO INCHES AND 21 INCHES WIDE.
ADDITIONAL MILLING AND PAVEMENT P55TORA TION IS INCIDENTAL TO PROJECT COST.
6. 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.
7 WHERE NEW PAVEMENT IS TO ABUT EXISTING PAVEMENT, THE EXISTING PAVEMENT SHALL BE REMOVED TO A NEAT VER TICAL LINE BY
SAW CUTTING PRIOR TO PAVING OPERATIONS. VERTICAL EDGES SHALL NOT REMAIN OVERNIGHT.
7 TRAFFIC CONTROL NOTES:
1. A TRAFFIC CONTROL PLAN SHALL BE PROVIDED BY A CERTIFIED TRAFFIC CONTROL SUPERVISOR AND IMPLEMENTED 8Y A CERTIFIED
TRAFFIC CONTROL TEAM.
2 MAINTAIN ACCESS TO RESIDENCES AT ALL TIMES. TEMPORARY CLOSURE ALLOWED FOR UTILITY WORK WITH PRIOR COORDINATION
AND APPROVAL BY THE OWNER. PROVIDE FOR EMERGENCY ACCESS CON TINUOUSL Y.
3. PROVIDE SAFETY CONES, FLAG PERSONS, VERTICAL PANELS WITH BEACONS, SIGNS AND BARRICADES AS NECESSARY TO PRO TEC T
PUBLIC AND WORK SITE.
1. PROVIDE SIGNAGE AS REQUIRED BY OWNER AND LOCAL GOVERNMENT WITH JURISDICTION OVER ADJACENT ROADS.
5 PROVIDE DIRECTIONAL SIGNAGE INCLUDING BUT NOT L IMI TED TO ONE-WAY SIGNS AND/OR TRAFFIC SIGNALS DURING
CONSTRUCTION. JERSEY BARRIERS MAY BE REQUIRED DURING CONSTRUCTION.
6. ANY SIGNAGE REMOVED DURING CONS TRUC TION SHALL BE REPLACED OR RETURNED TO ITS ORIGINAL L OCA TION.
7 ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
8. THE CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN TEMPORARY TRAFFIC CONTROL DEVICES NECESSARY THROUGHOUT THE
DURATION OF CONSTRUCTION.
9. CONTRACTOR SHALL PROVIDE A SMOO TH TEMPORARY DRIVING SURFACE UNTIL FINAL PAVING IS COMPLETE. ALL TEMPORARY
DRIVING SURFACES WILL NOT BE PAID FOR SEPARA TEL Y, BUT ARE 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.
8. 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 SIX INCHES ON ALL DISTURBED AREAS.
2 PRIOR TO TOPSOIL PLACEMENT, ALL CUT OR FILL SLOPES WILL BE CONTOURED TO BLEND WITH ADJACENT TERRAIN. CONTRACTOR
WILL USE VARIOUS SLOPE MOLDING TECHNIQUES TO ENHANCE THE AESTHETIC QUALITY OF THE SLOPE, WHILE MAXIMIZING THE
RE VEGETA TION 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 CONS TRUC TED TO 410 THE RE VEGETA TION
PROCESS.
3. THE CONTRACTOR SHALL NOT REMOVE AND SHALL PROTECT FROM DAMAGE ALL TREES, BUSHES, AND EXISTING IMPROVEMENTS
INSIDE AND OUTSIDE THE L IMI TS OF WORK. SPECIFIC PRO VISIONS ARE SHOWN ON THE PLANS.
1. THE CONTRACTOR SHALL RESTORE ALL DISTURBED LANDSCAPE, HARDSCAPE, AND SNOW/'IEL TED AREAS IN-KIND.
5 SPECIFIC HIGHLY VEGETATED AREAS AND AREAS WITH TREES IN PROXIMITY TO THE WORK ARE CALLED OUT ON THE PLANS, BUT
MAY NOT INCLUDE ALL SUCH AREAS. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION CONSIDERATIONS IN HIGHL Y
VEGETATED AREAS. ALL DAMAGED OR REMOVED VEGETATION SHALL BE REPLACED IN KIND AT THE CONTRACTOR'S EXPENSE.
9. EROSION CONTROL NOTES:
1. THE ULTIMATE RECEIVING WATERS ARE THE ROARING FORK RIVER.
2 TOPSOIL WILL BES TRIPPED AND STOCKPILED WITH REINFORCED FILTER LOGS SURROUNDING STOCKPILE AND THEN SEEDED AND STRA WED
FOR STA BIL IZA TION. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF DIRT FROM VEHICLES L EA VING THE SITE PER GARFIELD COUNTY
CODE.
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 PRECIPI TA TION.
1. CONTRACTOR IS RESPONSIBLE FOR CHECKING THAT ALL EROSION CONTROL BMPS ARE FREE OF MUD, DIRT, AND DEBRIS. ALL S TRUC TURES
ARE TO BE CLEANED ONCE DEPOSITED SEDIMENT REACHES ONE THIRD THE HEIGHT OF THE STRUCTURE.
5 ACTUAL L OCA TIONS OF ALL EROSION AND SEDIMENT CONTROL MEASURES CAN BE FIELD MODIFIED IF NECESSARY BY ENGINEER OF RECORD
AND APPROVED BY GARFIELD COUNTY.
6. EROSION CONTROL FENCING AND OTHER EROSION CONTROL MEASURES SHALL BE REMOVED A F TER ALL VEGETATION SEEDING IS AT LEAST
80 PERCENT GERMINATED.
7 CONSTRUCTION ROAD, STABILIZED ENTRANCE, STAGING AREA, AND PERIMETER EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR
TO ANY SITE GRADING OR EXCA VA TION A C TI VI TIES.
8. STOCKPILED MA TERIAL S SHALL BE SURROUNDED WITH FILTER LOGS AND WEIGHED DOWN WITH SAND BAGS. LOGS MAY NOT CONTAIN
S TRA W. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF DIRT FROM VEHICLES L EA VING THE SITE.
9. ALL DRAINAGE STRUCTURES ARE TO BE PROTECTED BY EROSION CONTROL MEASURES.
/0. IF ANY TEMPORARY FLOW LINE IS TO OCCUR DUE TO INTERMITTENT GRADE CHANGE, CHECK DAMS, SURFACE ROUGHENING AND ADDI TIONA L
BMPS SHOULD BE IMPLEMENTED.
II. RESURFACING OR RE VEGETA TION PRACTICES SHALL FOLLOW ALL LAND DISTURBING AC TI VI TIES IMMEDIA TEL Y UPON COMPLETION OF SAID
ACTIVITIES. IF RE VEGE TA TION PRACTICES ARE DELAYED, FINISHED TOPSOIL GRADE SHALL BE PROTECTED AGAINST WIND AND WATER
EROSION WITH TEMPORARY EROSION CONTROL BMP 'S MEDIA TEL Y UPON COMPLETION.
12 WATER SHALL BE USED ASA DUST PALLIATIVE WHERE REQUIRED. L OCA TIONS 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 IS CONSIDERED TO BE INCIDENTAL TO
THE WORK.
10 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 IN 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
CONS TRUC TION.
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 FLA T WORK SHALL BE
DURABLE AND SET FLUSH. THIS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT.
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F. (866) 876-5873
CHECKED BY.- RBG
DRAWN BY VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
10/22/2019
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCT/ON
C 1
Holy Cross Electric
Chris Bilby
Comcast — Cable Television
Michael Johnson
Blackhills Energy — Gas
Dona/d Green
CenturyLink — Telephone
Jason Sharp
970-947-5574
970-945-7292
970-255-7522
970-328-8290
LEGEND
l' CONTOUR
5' CONTOUR
CABLE TV LINE
CUL VER T
EASEMENT LINE
EDGE OF PA VEMEN T
DITCH FLOW LINE
FORCE MAIN
FENCE LINE
GAS LINE
GUARDRAIL
IRRIGATION LINE
OVERHEAD EL EC TRIC LINE
OVERHEAD TELEPHONE LINE
R.O.W. LINE
RAW WATERLINE
SEWER LINE
STORM DRAIN LINE
TOE OF FILL
TOP OF CUT
UNDERGROUND EL EC TRIC LINE
UNDERGROUND EL EC. SERV. LINE
UNDERGROUND EL EC, TELE, CABLE LINE
UNDERGROUND TELEPHONE LINE
WATER LINE
WATER SERVICE LINE
EXISTING
9/00
CATV
9/05
CATV
IMMEMENNI
FM
>
FM
>
x---x---x---x---x
[1
[1
— IRR IRR —
E OH
T OH
RAW
ss ss ss
SD
E E
ES ES
ETC ETC
T T
w w
ws ---ws
PROPOSED
/01
9/05
CATV CATV
>
>
—X—X—X—X—X-
- IRR
[3 C]
IRR —
E —OH
T
RAW
— ss —ss —ss —
SD
E
E
s Es
ETC
w
ETC
w
ws ws
SYMBOLS
CABLE BOX
CABLE RISER
CURB INLET
CURB STOP
DECIDUOUS TREE
ELECTRIC MANHOLE/METER
ELECTRIC METER
EL EC TRIC TRANSFORMER
EVERGREEN TREE
FIBER OPTIC RISER
FIRE HYDRANT
GAS VALVE
GUY ANCHOR
MAILBOX
MONUMENT MARKER
POWER POLE
SEWER MANHOLE
SIGN
SPOT EL EVA TION
STORM DRAIN MANHOLE
STREETLIGHT POLE
SOIL BORING L OCA TION
TELEPHONE MANHOLE
TELEPHONE PEDESTAL
TELEPHONE RISER
WATER VALVE
EXISTING
O
EM
PROPOSED
0c30
0
ET
D4
0
se
N
ABBRE VIA TIONS
A.B. C
A.P.
ASPH.
BP
B. W.
C a G
C.P.
C.L.
CMP
CONC.
C.R.
D. W.
EB
E.G.
E.O.G.
EL.
EL EC.
EP
E.O.P.
E.O.T.
EX.
F.G
F.L.
FT.
G.B.
GR.
GRA V.
H.C.L.
HOPE
H.P.
H.B.P.
H.M.A.
IN.
INV.
L
L.D.A
L.F.
L.P.
L.S.
MAX.
MH.
MIN.
MSE
NAT.
0/5
P.C.
P.C.C.
P.G.L.
P.R.C.
PNT.
P.T.
P.V.C.
P.V.I.
P VMT.
R/R
R
R
RCP
REF.
R.O.W.
R.P.
SEC.
S.F.
SH.
S.M.H.
500
STA.
5.W.
S.Y.
T.B.C.
T.B.
T.W.
T YP.
WB
V.P.
AGGREGATE BASE COURSE
ANGLE POINT
ASPHALT
BEGINNING POINT
BOTTOM OF WALL
CURB AND GUTTER
CURB AND GUTTER
CENTER LINE
CORRUGATED METAL PIPE
CONCRETE
CURB RAMP
DRI VEWA Y
EAST BOUND
EXISTING GRADE
EDGE OF GRAVEL
EL E VA TION
EL EC TRIC
END POINT
EDGE OF PAVEMENT
EDGE OF TRAIL
EXISTING
FINISHED GRADE
FL O WL INE
FEET
GRADE BREAK
GUARDRAIL
GRAVEL
HORIZONTAL CONTROL LINE
HIGH-DENSITY POL YE TH YL ENE
HIGH POINT
HOT BITUMINOUS PA VEMEN T
HOT MIX ASPHALT
INCH
IN VER T
LEFT
LIMITS OF DISTURBED AREA
LINEAL FEET
LOW POINT
LANDSCAPED AREA
MAXIMUM
MANHOLE
MINIMUM
MECHANICALLY STABILIZED EARTH
NATIVE GRASS AREA
OFFSET
POINT OF CURVATURE
POINT OF CONSTANT CURVATURE
PROFILE GRADE LINE
POINT OF RETURNING CURVATURE
POINT
POINT OF TANGENCY
POINT OF VERTICAL CURVATURE
POINT OF VERTICAL INFLECTION
PAVEMENT
REMOVE REPLACE
RADIUS
RIGHT
REINFORCED CONCRETE PIPE
REFERENCE
RIGHT-OF-WAY
RADIUS POINT
SECTION
SOUARE FEET
SHEET
SEWER MANHOLE
GRASS AREA
STATION
SIDEWALK
SOUARE YARD
TOP BACK CURB
TOP BANK
TOP OF WALL
TYPICAL
WEST BOUND
VALLEY PAN
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F: (866) 876-5873
CHECKED BY. RBG
DRAWN BY. VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
DESCRIPTION
REVISED CONSTRUCT. SET
1
JOB #: 2017-13
FOR
CONSTRUCT/ON
C2
328'
TRAILER PARK ENTRANCE
5011'
czs
5418,8•
20.0'
PROPOSED
NORTH SEPTIC FIELD
CHUKKA TRAIL WEST ENTRY
BARN 6
-------------
ESTEOUND h,IGy1/1i
gYBZ
------ -------------------
----------------
EASTBOU
-----------
ND h'IGHGYq Y e2
OO D 6,1688/4
82
/28/ 8'
CHUKKA TRAIL EAST ENTRY
WEST BARN ACCESS RD.
PAD CK (TYP.) —
TRACT 8
LOT 5
450
RTH BARN ACCESS ROAD
PADDOC (TYP.)
240' (TYP,l
BARN.?
HORSE CROSSING
PROPO ED POND -2 FOR FIRE
PROTECTION AND RRIGATION STORAGE
PROPOSED PUM HOUSE
AND IRRIGATION W ,,TWELL
ELD2
PR►'OSED POND -I FOR FIRE
PRO CTION AND IRRIGATION STORAGE
- PROPOSED CABINS (TYP.)
PARKING / TAILGATING AREA -
TRACT A
FIELD /
CABIN ACCESS ROAD
5.0'
PARKIN / TAILGAT G AREA
CLUBHOUS PARKING AREA
PROPOSED WELL (TYP.)
BARN 3
RELOCATED MCLURE CABIN
PROPOSED FUTURE
EAST SE TIC FIELD
PARKING / TAI GATING AR
EXISTING 50.0'
GAS EASE ENT
PROPOSED FUTURE
MIDDLE SEPC FIELD
LOT LINES (TYP.)
PROPOS FUTURE
SOUTH SEP IC FIELD
BARN /
350'
1 -
LOT/
LOT2
4,
4' W W W W W W W W W
W W
W W W
W
W
W
V' W 4' W W W W V' W W W W
W W W W W W W W W W W W W W W W W W
'L W W J. W W W W W W W
4, W 'ZONE 1 CONSTRUCTION LIMITS ('TYP:) W W si, W W W W W 4, W
W W W W
W W W V' V' W W W sV
W W W W W W W W W W
W W W W W W
RIVERSTONE DRIVE
FUTURE ROAD APRON
FOR ZONE 2
EX. VEGETATION
TO REMAIN (TYP.)
PROPOSED POND -3 FOR FIRE
PROTECTION AND IRRIGATION STORAGE
W
W
W
W
W
W
W
W
W
W
W
W
EX. WETLANDS (TYP.) /
MIDDLE DITCH
/
TRACT C
STONEFL Y BEND
FUTURE ROAD APRONS
FOR ZONE 2
W
W
100 0
1
1
BASIN DITCH
EX. CULVERT (TYP.)
WALDORF ENTRANCE
/ PROPERTY LINE (TYP.)
GRAPHIC SCALE
50 100
200
400
( IN FEET )
1 inch =100 ft.
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F. (866) 876-5873
CHECKED BY. RBG
DRAWN BY- VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
>—
m
10/22/2019
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCTION
SITE LAYOUT
p
M
v O` )
0 co
Nv;
C3
PROPOSED DRYWELLS
N :2020857/0
E :116973316
6296.58'
N .202036.7/0�
E: /17008.316
6297.02'
PROPOSED CURTAIN DRAIN ALONG FIELD
N :201167.968
E:116973.313-
6291.05 '
6290
DAYLIGHT FIELD UNDERDRAIN AT WETLANDS
DAYLIGHT CURTAIN DRAIN AT WETLANDS
N :20/098.689
E :117035320
6291.30'
N :20/088.77/
E :117101.871
629503'
N :202086.7/0
E :117155816
6301.00'
N :202086.7/0
E :117215.816
6298.90'
N :202068.105
E:117500010
6301.20'
N :202021.2/0
E: /175/5316
6301.39'
PROPOSED CULVERT
PROPOSED DRYWELL
N :202080.752
E: /18035119
63/1.0/'
IyESTBOU
ND
HIG,yWAY BZ
-- ---------------
EASTBOUND ylG
yWA y BZ
N :20/99/.156
E :118512.295
63/6. /6'
PROPOSED CULVERT
N :20/9/0969
E:118995179
6320.78'
100
0
PROPOSED CURTAIN
DRAIN ALONG FIELD
N:.' 037 5s
E: ll3.150
63'.. 33
IRRIGA TI ► POND -1 So
TOP OF WATER=6304.00'
50
GRAPHIC SCALE
100
( IN FEET
1 inch =100 ft.
N :20/826.792
E :119036.233
632055'
200
Sp
Sp 'v :20/58,. 7/0
E: /16973. 16
6295.31'
IRRIGATION POND -2
TOP OF WATER=6304.00'
N:2 7/0
:117005 16
629567'
to
F.F.
CABIN
F.F.E.=6
:2
E://5
6306.53'
Sp
r
Sp
sp
/1136.7/0
:117008.316
6 '1 32'
630
IRRIGATION POND -3
TOP OF WATER=6304.00'
4'
4, 1, 4,
W W W W W W W
N :20/086.7/0
E:117155816
6298.58'
PROPOSED CULVERTS
- MCCLURE CABIN
F.F.E. = 6311.00'
EXISTING VEGETATION
TO REMAIN (TYP.)
TRACT C
N :201361263
E :118951519
63/5.85'
1
PROPOSED DRYWELL DRAINAGE SWALE (TYPI)
PROPOSED CULVERT
4, 4, 4, 4,
4, 4, 4, y
4,
w 4, BARN„J
71/2fr/g6.W7/0W
629533.
W W W W W W W W W W W W
V, W V, W W W W V, W W W
W W y 4' W W
W W W W W W W W W W W W W W W W W W
W W W W W W W W W W W W W W W W W W W W
4'
'
ZONE 1 GONSTRLICTPON EIMITS OTYP:1
W W W
y
sfr F.F.E.a630100'
W4'
1
1
PROPOSED DRYWELL
- PROPOSED CULVERT
PROPERTY LINE (TYP.)
400
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F. (866) 876-5873
CHECKED BY.- RBG
DRAWN BY- VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
10/22/2019
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCTION
C4
LINE TABLE : N BARN ACCESS CL
LINE
BEARING
LENGTH
START POINT
END POINT
L 10
N90° 00'00"E
244.44'
(117228.51, 202100.71)
(117472.95, 202100.71)
L 11
S79° 58'52"E
555.36'
(117474.69, 202100.56)
(118021.58, 202003.94)
CURVE TABLE : N BARN ACCESS CL
CURVE
RADIUS
LENGTH
CHORD DIRECTION
START POINT
END POINT
C9
10.00'
1.75'
S84 ° 59' 26"E
(117472.95, 202100.71)
(117474.69, 202100.56)
START ALIGN.-
N BARN ACCESS CL
S T4.200+00.00
N202/00.7/
51/7228.5/
LINE TABLE : CONNECTOR RD. CL
LINE
BEARING
LENGTH
START POINT
END POINT
L 13
N90° 00'00"E
105.30'
(117691.92, 201689.71)
(117797.22, 201689.71)
L 14
S75° 00'00"E
112.23'
(117836.05, 201684.60)
(117944.45, 201655.55)
CURVE TABLE : CONNECTOR RD. CL
CURVE
RADIUS
LENGTH
CHORD DIRECTION
START POINT
END POINT
CIO
150.00'
39.27'
S82° 30' 00"E
(117797.22, 201689.71)
(117836.05, 201684.60)
LINE TABLE : RIVERSTONE CHUKKA CL
LINE
BEARING
LENGTH
START POINT
END POINT
L 1
S 10° 01'08"W
104.74'
(117757.22, 202202.71)
(117739.00, 202099.56)
L3
S0 ° 00'00"E
325.05'
(117774.96, 201896.61)
(117774.96, 201571.56)
L4
S78° 40' 04"E
403.89'
(117935.66, 201375.46)
(118331.68, 201296.10)
L5
S74° 55'24"E
84.17'
(118395.30, 201281.17)
(118476.57, 201259.28)
L6
N82° 18'27"E
308.68'
(118673.55, 201246.57)
(118979.46, 201287.89)
L7
N10° 01'08"E
157.66'
(119149.64, 201451.29)
(119177.06, 201606.55)
L8
N49° 58'52"W
81.00'
(119108.72, 201794.51)
(119046.69, 201846.60)
L9
N10° 01'08"E
58.28'
(119019.35, 201921.78)
(119029.49, 201979.17)
LOT6
L10
CURVE TABLE : RI VERS TONE CHUKKA CL
CURVE
RADIUS
LENGTH
CHORD DIRECTION
START POINT
END POINT
CI
175.00'
91.36'
SO4° 56' 16"E
(117739.00, 202099.56)
(117746.78, 202009.56)
C4
1000.00'
65.36'
S76° 47' 44"E
(118331.68, 201296.10)
(118395.30, 201281.17)
C5
500.00'
198.70'
S86° 18' 28"E
(118476.57, 201259.28)
(118673.55, 201246.57)
C6
200.00'
252.33'
N46° 09' 47"E
(118979.46, 201287.89)
(119149.64, 201451.29)
C7
200.00'
209.44'
N19° 58' 52 "W
(119177.06, 201606.55)
(119108.72, 201794.51)
C8
80.00'
83.78'
N19° 58' 52"W
(119046.69, 201846.60)
(119019.35, 201921.78)
I
IC9+
t
/00-00
ti o o-�
N
0
N
TRACT B
START ALIGN.
W BAR
ACCESS CL
TA. 300+00.00
N20/95/.20
51/770796
ST RT ALIGN.
CONNE TOR RD CL
S +(x00
N20/659.7/
5/1769/.92
10200
300-00
1 /03-00
30/ -00
LOTI
302-00
LOT3
START ALIGN.
N BARN ACCESS CONNECT
STA. 500+00.00 305 00 1
N20/1271 /0
E.LI ZE.Y 55 -
104-00
105-00
303-00
30d-00
106-00
START ALIGN.
CHUKKA TRAIL CL
STA./00+00 00
N202202. 7/
5/17757.22
L77
107"00
502-08
LOT 5
502-0D
-�-
I
/
208-02
CABIN ACCESS RD CL
LOT2
~ 4 72,-.15
306-00
w
U
307-00 - Q
CO
308-00
308-73
500-00
-CONNECTOR RD CL
START ALIGN.
CABIN ACCESS RD CL
5TA. 500+00.00
N20/57523
5/17555.33
N. BARN ACCESS CONNECT
LOT /
L
LINE TABLE : N BARN ACCESS CONNECT
LINE
BEARING
LENGTH
START POINT
END POINT
L23
N90° 00'00"W
77.07'
(117761.20, 201373.58)
(117684.13, 201373.58)
L24
S43° 45'12"W
49.88'
(117836.65, 201427.10)
(117802.16, 201391.07)
/
NOTE:
1. NORTHING/EA5TING BASED ON NAD53 COLORADO STATE PLANES, CENTRAL ZONE,
115 FOOT (C053 -CF) COORDINATE SYSTEM.
LINE TABLE : CABIN ACCESS RD. CL
LINE
BEARING
LENGTH
START POINT
END POINT
L 15
N10° 01'08"E
44.83'
(117858.33, 201575.23)
(117866.13, 201619.37)
L 16
N40° 01'08"E
32.81'
(117877.07, 201642.83)
(117898.17, 201667.95)
L 17
N19° 58'52"W
32.81'
(117898.17, 201667.95)
(117886.96, 201698.79)
L 18
N10° 01'08"E
44.83'
(117884.71, 201724.57)
(117892.51, 201768.71)
CURVE TABLE : CABIN ACCESS RD. CL
CURVE
RADIUS
LENGTH
CHORD DIRECTION
START POINT
END POINT
C I 1
50.00'
26.18'
N25° 01' 08"E
(117866.13, 201619.37)
(117877.07, 201642.83)
C12
50.00'
26.18'
N04° 58' 52"W
(117886.96, 201698.79)
(117884.71, 201724.57)
LOT 7
G\4)y--�L20
/ o
C4
CLUBHOUSE DRIVE ACL
START ALIGN.
CL UBHOUSEI DRIVE CL
5 A.600+00.00
N20/250.82
51/8295.96
CURVE TABLE : N BARN ACCESS CONNEC T
CURVE
RADIUS
LENGTH
CHORD DIRECTION
START POINT
END POINT
C15
56.70'
45.77'
S66° 52' 36"W
(117802.16, 201391.07)
(I 17761.20, 201373.58)
C5
END ALIGN.
CHUKKA TRAIL CL
5TA. /28+16.24
N20/979. /7
51/902919
`3'U\
TRACT A
TRAIL CL
CHUKKA L
L6�
LINE TABLE : W BARN ACCESS CL
LINE
BEARING
LENGTH
START POINT
END POINT
L12
S0 ° 00'00"E
873.23'
(117707.96, 201951.20)
(117707.96, 201077.97)
TRACT C
100
0
50
GRAPHIC SCALE
100
200
400
( IN FEET
1 inch =100 ft.
/28-/8
/28-00
as
/23-00
LINE TABLE : CLUBHOUSE DRIVE CL
LINE
BEARING
LENGTH
START POINT
END POINT
L 19
N10° 01'08"E
63.74'
(118295.96, 201280.82)
(118307.05, 201343.59)
L20
S79° 58'52"E
112.00'
(118349.92, 201373.59)
(118460.21, 201354.10)
L22
S10° 01'08"W
75.05'
(118491.02, 201310.07)
(118477.97, 201236.17)
CURVE TABLE : CLUBHOUSE DRIVE CL
CURVE
RADIUS
LENGTH
CHORD DIRECTION
START POINT
END POINT
C13
37.00'
58.12'
N55° 01' 08"E
(118307.05, 201343.59)
(118349.92, 201373.59)
C14
38.00'
59.69'
S34° 58' 52"E
(118460.21, 201354.10)
(118491.02, 201310.07)
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F. (866) 876-5873
CHECKED BY. RBG
DRAWN BY- VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
10/22/2019
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCT/ON
C5
LINE TABLE: ELECTRIC MAINLINE
LINE
BEARING
LENGTH
START PT. (N,EI
END PT. (N,E)
L 1
N79° 58'52"W
40.22'
202127.26,1 1780473
202134.26,117765.12
L2
S9° 06'21"W
56.80'
202113.59,117736.08
202057.51,117727.09
L3
S20° 55'50"E
97.94'
202057.51,117727.09
201966.04117762.08
L4
S0 ° 00'12"E
378.50'
201932.43,117774.93
201553.93,117774.96
L5
S77° 56'16"E
309.86'
201431.70,117873.83
201366.94,118176.85
L6
S56° 22'06"E
10.66'
201366.94118176.85
201361.04,118185.72
L7
S78° 40'I1"E
69.68'
201361.04, 118185.72
201347.35,118254.05
L8
N79° 01'58"E
10.85'
201347.35,118254.05
201349.41,118264.70
L9
S78° 40'04"E
110.12'
201349.41,118264.70
201327.78,118372.67
L 10
S74° 55'24"E
196.12'
201327.78,118372.67
201276.76,118562.04
LII
N82° 18'27"E
461.94'
201276.76,118562.04
201338.60,119019.82
L 12
S22° 00'00"E
84.50'
201338.60, 119019.82
201260.25, 119051.48
95-00
96-00
97-00
98-00
99-00
100-00
101-00
102-00
103-00
101-00
H-
N -L58
T
t
+
t
T
t
IL?;
IJ
1
f
T
+
t
L60
LINE TABLE: WATER MAIN
LINE
BEARING
LENGTH
START PT. (N,EI
END PT. (N,E)
L23
S78° 49'44"W
56.92'
201437.71,118347.29
201426.69,118291.45
L24
S67° 33'51"W
120.06'
201426.69,118291.45
201380.86,118180.48
L25
N89° 44'44"W
19.93'
201380.86, 118180.48
201380.95,118160.54
L26
N78° 40'16"W
301.71'
201380.95,118160.54
201440.22,117864.71
L27
N33° 40'18"W
141.72'
201440.22,117864.71
201558.17,117786.13
L28
NII ° 10'56"W
20.01'
201558.17, 117786.13
201577.80,117782.25
L29
NO' 04'36"E
355.03'
201577.80, 117782.25
201932.82, 117782.73
L30
N22° 25' 24"W
132.80'
201932.82, 117782.73
202055.58, 117732.07
L 31
N67° 25'24"W
19.99'
202055.58,117732.07
202063.25,117713.61
L32
N78° 40'03"W
468.99'
202063.25,117713.61
202155.41,117253.76
CURVE TABL E : ELECTRIC MAINLINE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
BEARING
DELTA
CI
25.00'
39.67'
25.40'
35.64'
S54° 33'45"W
90° 54' 47"
C2
125.00'
170.03'
101.11 '
157.22'
S38° 58'14"E
77° 56' 05"
LINE TABLE: POND / TO POND 2
LINE
BEARING
LENGTH
START PT. (N,EI
END PT. (N,E)
L43
N45° 36'08"E
387.96'
201644.41,117600.93
201915.84,117878.12
+ L5
LOT 6
0 ▪ o
0
0 0 �
TRACT B
00
I
START ALIGN.
GAS MAIN LINE
TA.20+00.00
202/37.7/
IE//7103.1/
o
1
- -- L - - �--- %
L
\ oo --F_ _I (i -L,31-11
o
`� o
START ALIGN.
POND - l TO POND -2
5 TA. 300+00.00
N20/6111/
E//7600.93
START ALIGN.
IRRIGA TION WETWELL TO FIELD 2
STA. 70+00.00
N20/19/.25
E//7733. /3
START ALIGN.
IRRIGA TION WE TWELL TO FIELD l
S TA. 59+97.38
N20/160.95
El/7733. 11
-
0
86-00
88-00
87-00
LOTI
105-61 ss,
co
ti C4
0 L7
\\ 711-0°
L3
2A24 \
ppb
73-ee��
F /-> \
85-001 o0 300-00 \
-01
85-001(
o
L16 \
t 7/0-00
LINE TABLE: GAS MAIN LINE
LINE
BEARING
LENGTH
START PT. (N,E1
END PT. (N,E)
L 14
S37° 07'01"E
42.67'
202137.71,117403.41
202103.69,117429.16
L16
S20° 55'50"E
105.93'
202036.22,117728.81
201937.28,117766.65
L22
S41 ° 12'04"W
51.17'
201449.98,117789.61
201411.48, 117755.91
-START ALIGN.
ELECTRIC MAIN LINE
5 TA. 0+00.00
N202/2726
E117801 73 I
LOT 5
709-00
�/ t START ALIGN.
POND -2 0 VERFL O W
STA. 700+00.00
//1-00
2f--40+
708-00 N20/708.75
E//761/.67
L4
II 105_p0 \ OI
r 702-00
II
81-00
I[It -
703-00
II
83-00 Vi
II
t
-L28
707-00
T ,4 0 -
LOT 3 101 oe \\I 7-00 2ga�0v L65
L64 70-00 cr,
L49 60-00
59-97
701-00
82-00
81-00
L63
II -4705-00
II
It 706-00
ni
II
L6
--I-- -+---H--
START ALIGN.
IRRIGA TION FIELD 2
S T4.80+00.00
N201091.32
E//7528.16
80-00
t 707-00
r
t
708-00
1 708-11
LOT 2
L69�
L66� � j
H 'S,\_L68
\o -L67
X705 0
00 O
0 0
/
o -fPL= --r L26
o
_4-.._-1_ I
y _ �2/s-00
o
L5 0 t
O
I,
If
63-60
LOT/
4-5
00
do`
5t5ty/500-00
I
1001-00 /
0
i
L
2/6-00 /
L35
- 1-
_
L39
CURVE TABLE GAS MAIN LINE
LINE
BEARING
CURVE
RADIUS
LENGTH
TANGENT
CHORD
BEARING
DELTA
C3
25.23'
23.29'
12.55'
22.47'
S63° 33'30"E
52°
52'
59"
C4
25.00'
25.77'
14.16'
24.64'
S50° 27'21 "E
59°
03'
02"
C5
41.55'
15.25'
7.71'
15.16'
S8° 39'21"E
21°
01'
38"
C6
131.00'
77.99'
40.19'
76.84'
517° 03'19"E
34°
06'
39"
C7
25.00'
32.86'
19.29'
30.55'
S3° 32'43"W
75°
18'
43"
LINE TABL E : NORTH IRRIGA TION LINE
LINE
BEARING
LENGTH
START PT. (N,E1
END PT. (N,EI
L37
N79° 50'09"W
67.27'
201886.40, 119307.51
201898.27,119241.29
L38
S77° 39'51"W
105.53'
201898.27,119241.29
201875.72,119138.20
L39
N79° 58'28"W
1125.75'
201875.72,119138.20
202071.70,118029.63
L40
5 10 ° 01'08"W
122.26'
202071.70,118029.63
201951.31,118008.36
L41
S55° 01'08"W
89.18'
201951.31,118008.36
201900.18,117935.30
L42
5 10 ° 01'08"W
90.00'
201900.18,117935.30
201811.55,117919.64
1
,Z, -L25 - .1
_�k u2
--_
o + L7
4.-. r -A- _L 9
L6 \-L8
o O L1p
- o
I
2/6-0/
LOT 7
-START ALIGN.
POND -3 O VERFL 0
STA.500+00.00
N20/303.75
E117961.19
T ALIGN.
WETWELL INTAKE
S TA.100+00.00
N20/28188
E//7952.6/
1
-
START ALIGN.
WATER MAIN
STA. 700+00.00
N20/137.. 7/
El/8317.29
LINE TABL E : IRRIGATION FIELD 2
LINE
BEARING
LENGTH
START PT. (N,E)
END PT. (N,E)
L55
NO ° 00'00"E
873.07'
201091.32,117528.46
201964.39,117528.46
L56
N45° 00' 00"W
176.52'
201964.39,117528.46
202089.21,117403.64
L57
N90° 00'00"W
428.49'
202089.21,117403.64
202089.21, 116975.15
L58
545° 00'00"W
6.79'
202089.21,116975.15
202084.41, 116970.35
L59
50 ° 00'00"E
965.56'
202084.41,116970.35
201118.85, 116970.35
L60
S36° 46'06"E
4.86'
201118.85, 116970.35
201114.96, 116973.26
L 61
S81° 46'06"E
214.74'
201 114.96,116973.26
201084.21,117185.78
L62
N90° 00'00"E
335.57'
201084.21,117185.78
201084.21,117521.35
L63
N45° 00'00"E
10.06'
201084.21,117521.35
201091.32,117528.46
L34 -
START
39
_
I
TRACT C
TRACT A
_
START ALIGN.
EAST IRRIGA TION LINE
S TA.200+00.00
N20/906.86
E//905553
-1_
- o
-
-1-
GAPHIC SCALE
100 0 50 100 200
400
20/-00
202-0
I
I
1-
I
1
1
Iv
203-00 t
Zoe-Oo
I
1-
I
205-00
I
L11
0
-1-
( IN FEET
1 inch =100 ft.
NOTE:
1. NORTHING/EASTING BASED ON NAD83 COLORADO STA TE
PLANES, CENTRAL ZONE, US F00 T (C083 -CF) COORDINA TE
SYSTEM.
2. THE UTILITY ALIGNMENTS SHOWN ON THIS SHEET ARE FOR
EL EC TRIC, GAS, WATER, AND IRRIGA TION.
200-00
ti
-7
1
I
I
LINE TABLE. WETWELL INTAKE
LINE
BEARING
LENGTH
START PT. (N,E)
END PT. (N,E)
L44
N56° 15'00"W
120.40'
201284.88, 117952.61
201351.78,117852.50
L45
N90° 00'00"W
136.72'
201351.78,117852.50
201351.78,117715.78
L46
N45° 00'00"W
6.46'
201351.78,117715.78
201356.35,117711.21
L47
NO ° 00'00"E
43.02'
201356.35,117711.21
201399.37,117711.21
L48
N22° 30'00"E
50.71'
201399.37,117711.21
201446.22,117730.61
L 49
NO ° 00' 00"E
52.37'
201446.22,117730.61
201498.59, 117730.61
L50
N23° 35'34"W
137.77'
201498.59,117730.61
201624.84117675.47
L 51
N33° 44'59"W
116.11'
201624.84,117675.47
201721.39,117610.97
-1- -
-� -�3g L37
START ALIGN.
NORTH IRRIGATION LINE
STA./00+00.00
N20/886.10
E//9307.5/
LINE TABLE : EAST IRRIGATION LINE
LINE
BEARING
LENGTH
START PT. (N,E1
END PT. (N,E)
L33
5 10° 08' 42"W
555.75'
201906.86, 119055.53
201359.79,118957.65
L 34
N79° 58' 52"W
829.31 '
201359.79, 118957.65
201504.07,118140.98
L35
S55° 53'56"W
21.68'
201504.07,118140.98
201491.92, 118123.03
L36
5 11 ° 38'08"W
234.20'
201491.92,118123.03
201262.53, 118075.79
LINE TABLE: POND 2 O VERFL OW
LINE
BEARING
LENGTH
START PT. (N,E)
END PT. (N,E)
L52
545° 00'00"W
155.15'
201708.75,117641.67
201599.04117531.96
L53
50' 00'00"E
659.07'
201599.04117531.96
200939.97,117531.96
J
- LINE TABLE : POND 3 0 VERFL OW
LINE
BEARING
LENGTH
START PT. (N,EI
END PT. (N,E)
L54
S45° 00'00"W
100.00'
201303.75, /17964.19
201233.04117893.47
LINE TABLE: IRRIGATION WETWELL TO
FIELD /
LINE
BEARING
LENGTH
START PT. (N,E1
END PT. (N,EI
L64
NO ° 01'40"W
32.64'
201460.95,117733.14
201493.59,117733.13
L65
S89° 52'16"E
176.63'
201493.45,117798.94
201493.05,117975.57
L 66
S86° 52' 26"E
18.00'
201493.05,117975.57
201492.07, 117993.55
L67
S83° 52'26"E
18.08'
201492.07,117993.55
201/190.14118011.52
L68
N55° 01'15"E
27.96'
201490.14,118011.52
201506.16,118034.43
L69
N 10° 01'06"E
23.65'
201506.16, 118034.43
201529.46,118038.55
LINE TABLE: IRRIGATION WETWELL TO
FIELD 2
LINE
BEARING
LENGTH
START PT. (N,E1
END PT. (N,E)
L70
NO ° 00'57"W
110.49'
201491.25,117733.13
201601.73,117733.10
L71
N45° 00'00"W
46.64'
201601.73,117733.10
201634.71,117700.12
L72
N90° 00'00"W
190.57'
201634.71,117700.12
201634.71,117509.56
CARBONDALE COLORADO, 81623
PH: (970)340-4130 F:(866)876-5873
CHECKED BY. RBG
DRAWN BY: VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
DESCRIPTION
REVISED CONSTRUCT. SET
I
JOB #: 2017-13
FOR
CONSTRUCT/ON
C6
START ALIGN.—
BARN 6 TO JUNCTION
STA. 0+00.00
N202/377/
El/72103.1/
LINE TABLE: BARN 6 TO JUNCTION
LINE
BEARING
LENGTH
START PT. (N,E)
END PT. (N,E1
L I
S79° 34'05"E
174.93'
202137.71,117403.41
202106.04,117575.46
L 2
S27° 41 ' 03"E
8.09'
202105.04,1 17575.46
202098.87,117579.22
LINE TABLE: BARN 1 TO TANK
LINE
BEARING
LENGTH
START PT. (N,E1
END PT. (N,E1
L5
S0 ° 22'45"W
281.55'
201691.71,117695.30
201410.16,117693.44
L5
N89° 59'35"W
134.16'
201410.16,117693.44
201410.18,117559.27
LINE TABLE: BARN 3 TO MIDDLE TANK
LINE
BEARING
LENGTH
START PT. (N,E)
END PT. (N,E)
L 9
S89° 59' 49"W
14.64'
201545.05,117570.73
201545.05,117556.09
L 10
S42° 45'35"W
18.29'
201545.05,117556.09
201531.61,117543.67
L11
S0 ° 01'30"W
148.60'
201531.61,117543.67
201383.02,117543.61
L 12
N90° 00' 00"E
0.35'
201383.02,117543.61
201383.02,117543.96
L2
2 81
1-83
L4
ti
L
START ALIGN.
BARN -4 TO TANK
5TA.0+00.00 --a-oo
N20/69/.7/ 1 /I L7
E//7695.30 1
Z\,
START ALIGN.
BARN -3 TO MIDDLE TANK
S TA. 0+00.00
N2015215.05
E117570.73
/-00
/ -00
2-00
L12
1-819 2
L 3 18 L21
,: -
L18 —
00 0-7eJ�l L 17
J I
1-00
0-00
L13
of
N1
J
START ALIGN.
BARN 2 TO JUNCTION
S TA. 0+00.00
N20/292.7/
E//7583. 96
LINE TABLE: BARN 2 TO JUNCTION
LINE
BEARING
LENGTH
START PT. (N,EI
END PT. (N,E)
L 20
N0 ° 00' 10"E
66.99'
201292.71,117583.96
201359.70,117583.96
L 21
N44° 41 ' 49"W
7.01 '
201359.70,117583.96
201364.69,117579.03
0
START ALIGN.
BARN 5 TO JUNC TION
5TA.0+00.00
N202072.32
E//7858. 73
START ALIGN.
CABINS TO JUNC TION
5 TA. 0+00.00
N201683.12
E1178/7.00
START ALIGN.
BARN -1 TO SOUTH TANK
5 TA. 0+00.00
N20/278.7/
E/ /7769.96
LINE TABLE: BARN 5 TO ,JUNCTION
LINE
BEARING
LENGTH
START PT. (N,E)
END PT. (N,EI
L3
N83° 14' 20"W
275.30'
202072.32,117858.73
202104.73,117585.34
L4
S46° 16' 30"W
8.47'
202104.73,117585.34
202098.87,117579.22
LINE TABLE: CABINS TO JUNCTION
LINE
BEARING
LENGTH
START PT. (N,E)
END PT. (N,E)
L7
S89° 52' 24"W
80.90'
201683.12,117817.00
201682.94,117736.10
L 8
S45° 00'00"W
58.20'
201682.94117736.10
201641.79,117694.95
START ALIGN.
CL UB HOUSE CONNECTION
S TA. 0+00.00
N20/Q/Q 90
E118195.33
LINE TABLE: BARN / TO SOUTH TANK
LINE
BEARING
LENGTH
START PT. (N,E)
END PT. (N,EI
L13
N90° 00'00"W
68.00'
201278.71,117769.96
201278.71,117701.96
L14
N45° 00'00"W
7.07'
201278.71,117701.96
201283.71,117696.96
L 15
N0 ° 00' 00"E
75.98'
201283.71,117696.96
201359.69,117696.96
L 17
N90° 00' 00"W
139.74'
201364.69, 117691.96
201364.69, 117552.22
L 18
N45° 00' 00"W
7.07'
201364.69, 117552.22
201369.69,117547.22
L 19
N0 ° 00'00"E
12.62'
201369.69,117547.22
201382.31,117547.22
L23-1
oLL22
0 0
NOTE:
1. NORTHING/EASTING BASED ON NAD83 COLORADO STATE PLANES, CENTRAL ZONE,
115 FOOT (C083 -CF) COORDINATE SYSTEM.
100
0
50
GRAPHIC SCALE
100
200
400
LINE TABLE: CLUB HOUSE CONNEC TION
LINE
BEARING
LENGTH
START PT. (N,EI
END PT. (N,EI
L22
S80° 05'09"E
13.31'
201414.90,118495.33
201412.61,118508.44
L23
N54° 25'12"E
14.17'
201412.61,118508.44
201420.86,118519.96
L24
S80° 29'50"E
47.41'
201420.86,118519.96
201413.03,118566.72
( IN FEET
1 inch =100 ft.
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F. (866) 876-5873
CHECKED BY. RBG
DRAWN BY VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
10/22/2019
DESCRIPTION
REVISED CONSTRUCT. SET
*
JOB #: 2017-13
FOR
CONSTRUCT/ON
C7
L
LOT 6 L
TRACT 8
FIELD 2
LOT
I/04, f0
[05+00
LOT
\
o'Qo
cn c
m
ma\
N
1/161114/4 Y
82
TRACT A
of/0 rd
S///ET c�� j4
HEET T qIL —
C/1
FIELD /
LOT 7
CHUKKq TRAIL
SHEET C/5
LOT2
LOT /
TRACT C
0
CHUKKA TRAIL
SHEET C16
Aval
100
0
50
GRAPHIC SCALE
100
200
400
c IN FEET 1
1
inch =100 ft.
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F: (866) 876-5873
CHECKED BY. RBG
DRAWN BY. VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCT/ON
C8
r
0
LOT 6
L
N. BARN ACCESS
SHEET C2/
TRACT B
FIELD 2
N ByEET Es ■
N. BARN ACCESS CONNECT
SHEET C30
LOT 3
L
301+00
302+00 —
LOT 5
N.SOW ACES fl
SHEET C23
CONNECTOR ROAD
SHEET C28
J
1/161114/4 82
TRACT A
FIELD /
303+00
LuLc
301+00— I
COLki
305+00
102+0
102+57
\ CABIN ACCESS
SHEET C27
CL UBHOUS
E71/E
SHEET C29
306+
LOT 7
I
307+00
LOT2
+
0
308+73
LOT /
TRACT C
100
0
50
GRAPHIC SCALE
100
200
400
( IN FEET )
1 inch =100 ft.
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F: (866) 876-5873
CHECKED BY. RBG
DRAWN BY. VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
DESCRIPTION
REVISED CONSTRUCT. SET
4
JOB #: 2017-13
FOR
CONSTRUCTION
C9
STA.100+09.95
0/S 46.97'L
ELEV. 6309.51'
RADIUS RETURN
S T A.100+26.22
0/5 47.02'L
ELEV. 6305.74'
BEGIN CULVERT
INV. IN
STA.100+30.82
0/S 23.99'L
STOP SIGN ON 6"x6" TIMBER POST
17' L NGTH, INCLUDING 5' BURY DEPTH.
SEE CDOT M&S STANDARD S -614-
c)
-614-
E
Ejhr�
E/
STA.101 +82.30/
0/S 49.08'
ELEV. 6307.5
RADIUS RETU
STA.100+44.95
0/S 47.00'L
RADIUS CENTER
STA.100+66.03
0/S 55.90'L
ELECTRIC SPLICE VAULT
LOT 5
STA.100+44.95
0/S 12.00'L
ELEV. 6308.13'
RADIUS RETURN
CHUKKA TRAIL CL STA 101+50.26=
N BARN ACCESS CL STA 204+94.51
STA.101+149.54
0/S 381'L
ELEV. 6407.45'
RADIUS RETURN
h
I
N
STA.100+58.11
0/S 12.00'L
ELEV. 6307.86'
END GRA VEL
STA.101 +18.71
0/S 37.00'L
RADIUS CENTER
STA.101 +96.80
0/5 37.96'L
RIM ELEV. 6305.50'
END ROADSIDE DITCH
4' DIA., 8' DEEP CONC.
DRYWELL 0/S 47.7I'L
STA.102+07.85 DRY HYDRANT
-0/S 37.00'L
RADIUS CENTER
10
10'��
1�
10"��
1 i° /"\1+7--.
O 10„�10"W�
0„ROADSIDE DITCH (TYP.) /
STA.102+30.23
TRACT A I
STA.102+07.85
0/5 18.00'L
ELEV. 6305.12'
BEGIN ROADSIDE DITCH
/
252
h
h
STA.102+07.85
0/S 12.00'L
ELEV. 6306.79'
RADIUS RETURN
STA.I01+18.71
0/5 12.00'L
ELEV. 6306.83'
RADIUS RETURN
STA.101 +71.57
0/5 12.00'R
ELEV. 6306.62'
RADIUS RETURN
/
</
STA.100+10.05
0/S 47.00'R
ELEV. 6309.03'
RADIUS RETURN
</
STA.I00+10.00
0/S 0.00'
ELEV. 6309.06'
BEGIN CHUKKA TRAIL TYP SECTION I
STA.100+45.05
0/5 12.00'R
ELEV. 6308.12'
RADIUS RETURN
</
STA.100+45.05
0/S 47.00'R
RADIUS CENTER
STA.10I+15.03
0/S 0.00'
ELEV. 6307.14'
END CHUKKA TRAIL TYP SECTION I
I
I
STA.100+25.48
0/S 58.90'R
-ELEV. 6305.21'
END CULVERT
INV. OUT
STA.101+15.03
0/S 12.32'R
ELEV. 6306.84'
RADIUS RETURN
0
STA.100+10.06
0/S 62.00'R
ELEV. 6309.01'
BEGIN GRAVEL
6320
63/5
63/0
6305
0o KEY MAP
NOT TO SCALE
Scale:
GRADE BREAK STA./00+09.80
ELEV= 6309.07
TIE INTO OLD HW Y 82
TRACT B
STA.101+13.82
0/5 37.29'R
RADIUS CENTER
-2.001
H: 7" = 70'
V' 1" = 5'
6300
CULVERT CROSSING
STA. 100+25.89
INV. ELEV. 6305.50
I STA.101 +34.18
H 0/5 40.03'R
ELEV. 6306.50'
RADIUS RETURN
y
L.P.S TA.I01+60.92
L.P.ELEV.6306.85
PVI STA.I0I +30.92
PVI ELEV.6306.65
K=40.00
100.00' VC
e
STA.I01 +51.62
0/S 29.01'R
ELEV. 6306.25'
RADIUS RETURN
STA.101 +71.57
0/S 37.00'R
RADIUS CENTER
STA.101 +66.51
0/S 44.14'R
ELECTRICAL TRANSFORMER
0
STA.102+07.85
0/S 0.00'
BEGIN CHUKK TRAIL TYP SECTION 2
i
10
0
5
2' GRAVEL SHLD. (TYP.)
ROADSIDE DITCH (TYP.)
LOT 21
GRAPHIC SCALE
10
20
( IN FEET )
1 inch =10 ft.
0.501
EXISTING GRADE
FINISHED GRADE
oe
0
o
0 0
0
o
co
0�
0
o
0 0
;
0
o
(o
o0
0
0
e
0
0
0
o
ko
0�
0
o
0 0
a
0
o
�o
o�
0
1
(o
0 0
1
0
o
�o
"-,--..7
0
;
0
100+50
/0/ +00
l0/ +50
102+00
102+50
6320
63/5
63/0
6305
6300
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F. (866) 876-5873
CHECKED BY. RBG
DRAWN BY: VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
10/22/2019
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCTION
C 70
TRACT A
IRRIGATION POND -1
[ [ q [ E CHUKKA TRAIL CL
<- <-
-TV T TV
6307
ti
STA.104+86.65
0/5 0.00'
END CHUKKA TRAIL
TYPICAL SECTION 2
2' GRAVEL SHLD. (TYP.)
ROADSIDE DITCH (TYP.)
T\� TV_
-T!
STA.104+51.59
0/5 39.38'L
ELECTRICAL TRANSFORMER
-tS - LS
STA.104+86.79
0/5 37.00'L
RADIUS CENTER
TV -TV -TV
5 ES -ES --ES -ES STA.105+11.71
0/S 35.00'L
ELEV. 6306.05'
RADIUS RETU%
TV TV TV
T T T
STA.104+86.79
0/5 12.00'L
ELEV. 6306.42'
RADIUS RETURN
T
STA.104+97.30
0/5 25.61 'L
ELEV. 6303.75'
END ROADSIDE DITCH
BEGIN CULVERT
6301
C E
C
[
[
18" ADS CULVERT
46.19 LF
CONNECTOR RD CL STA 400+83.04=
CHUKKA TRAIL CL STA 105+20.20
SD
/8'
SD
0
SD
Rti5'
STA.105+43.48
0/S 26.79'L
ELEV. 6303.29'
ND CULVERT
DITCH
BEGIN ROAD
63/5
63/0
6305
6300
6295
0.50%
KEY M,45
NOT TO SCALE
Scale:
H: 7 " = 70'
V. 7" = 5'
6290
H.P. S T A.103+52.60
H.P.EL E V.6307.67
PVI STA.103+69.27
PVI ELEV.6307.84
K=66.67
100.00' VC
>
STA. /04+02.07
0/5 32.00'R
ELEV. 6306.60'
WELL 4
EXISTING GRADE
FINISHED GRADE
N
t
O
U
LU
6306
LOT d
STA.105+ 04.56
0/5 21.50'R
INV. IN ELEV. 6303.98'
END ROADSIDE DITCH
BEGIN CULVERT
-1.001
0
0
18" ADS CULVERT
31.00 LF
ST
STA.105+55.14
0/5 37.00'L
RADIUS CENTER
STA.I05+30.34
0/5 40.I8'L
ELEV. 6305.64'
RADIUS RETURN
STA.: 5.
0/S 12.00
ELEV. 6305.74'
RADIUS RETURN
+53.51
0/S
RIM ELEV. 6305.99'
' E.ECTRICC SPLICE VAULT
6305
STA.105+55.14
0/5 0.00'
BEGIN CHUKKA TRAIL
TYP. SECTION 2
LOT 3
5TA .105+ 35.55
0/5 21.50'R
INV. OUT ELEV. 6303.00'
END CULVERT
BEGIN ROADSIDE DITCH
10
0
5
11(4 r -
GPAPHIC SCALE
10
20
40
( IN FEET I
1 inch =10 ft.
CONNECTOR RD. CL CROSSING
1-STA.I05+20.20
EL E V.6306.33
103+00
103+50
109+00
109+50
105+00
105+50
63/5
63/0
6305
6300
6295
6290
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F: (866) 876-5873
CHECKED BY. RBG
DRAWN BY. VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
DESCRIPTION
REVISED CONSTRUCT. SET
lzh I
JOB #: 2017-13
FOR
CONSTRUCTION
C 1 1
1
1
6306.03
O
0
0
O
0
0
O
0
0
0
0
0
0
0
Zo
Zo
io
Zo
Z::3
103+00
103+50
109+00
109+50
105+00
105+50
63/5
63/0
6305
6300
6295
6290
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F: (866) 876-5873
CHECKED BY. RBG
DRAWN BY. VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
DESCRIPTION
REVISED CONSTRUCT. SET
lzh I
JOB #: 2017-13
FOR
CONSTRUCTION
C 1 1
/
/
/
/
ck-
i
STA.105+61.20
0/5 0.00'
BEGIN CHUKKA TRAIL
TYPICAL SECTION 2
TRACT A
ck-
ck-
S TA.107+55.13
0/5 0.00'
END CHUKKA TRAIL
TYPICAL SECTION 2
STA.107+81.59
0/S 22.08'L
INV. IN ELEV. 6301.40'
BEGIN CULVERT
DITCH LOW POINT
•
q
ROADSIDE DITCH (TYP.)
/
04
7R
ENTER
/
A TRAIL CL STA 107+99.78=
CESS CONNECT STA 800+00.00
i
18" ADS CULVERT
50.00 LF
W BARN ACCESS ROAD
,RR
STA.105+61.20
0/5 12.00'R
ELEV. 6304.01'
RADIUS RETURN
6320
63/5
cs
53/t
ca
6305
6300
KEY MAP
NOT TO SCALE
STA.108+12.50
0/S 45.26'R
ELEV. 6303.99'
RADIUS RETURN
\cs
41,18.
L.P.STA. /06+60.22
L.P.ELEV.6305.18
PVI STA.106+10.22
PVI ELEV.6305.43
K=200.01
100.00' VC
cYcyi
2' GRAVEL SHLD. (TYP.)
cYea
Scale:
H: 7"= 70'
V' 7" = 5'
6295
EXISTING GRADE
FINISHED GRADE
Dm -
—e
LOT3
STA.107+55.13
0/S 12.00'R
ELEV. 6304.46'
RADIUS RETURN
S TA.107+60.68
0/5 23.37'R
INV. OUT ELEV. 6302.00'
END ROADSIDE DITCH
END CULVERT
DAYLIGHT AT DEPRESSION
-0.501
\
10
0
5
GRAPHIC SCALE
10
20
40
( IN FEET )
1 inch =10 ft.
L.P.STA.107+93.13
L.P.ELEV.6304.58
PVI STA.108+18.19
PVI ELEV.6304.39
K=49.88
100.00' VC
TRACT
B
0
----------
CULVERT CROSSING
STA. 107+70.12
INV. ELEV. 6301.70
6320
63/5
63/0
6305
G
0
4;
0
1
G
0
1
`�
G
0
0
G
0
0-1
`�
�o
G
0
4;
0
i
0
�+
tjo
0
ri
0
cNi
0
�f
�o
o
�i
0
eto
0
••;
�o
0
�r
0
106+00
106+50
107+00
107+50
108+00
6300
6295
I*40
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F: (866) 876-5873
CHECKED BY: RBG
DRAWN BY. VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCTION
C72
/
!LXG
/
/
1-A.800+06.08
/ 0/S 49.75'L
: L E V . 6304.61'
/DIUS RETURN
STA .800+49.82
0/5 60.31 'L
RADIUS CENTER
/
/
E
E E E
TV TV TV TV
MO
STA.108+47.15
0/5 0.00'
BEGIN CHUKKA TRAIL
TYPICAL SECTION 2
E E E
T TV T TV 14.27TV T TV TV
N 0/5'25.32'L �'" PARKING/TAILGATING AREA
INV. IN ELEV. 6300.49'
BEGIN CULVERT ROADSIDE DITCH (TYP.)
"Im"Milr Oftramft.,_
TRACT ,4
TV T TV T TV
T T
STA.108+47.15
0/5 12.00'R
ELEV. 6304.61'
RADIUS RETURN
LOT /
STA.109+76.49
0/S 32.69'L
RADIUS CENTER
E
E
STA.109+76.14
0/5 47.69'L
ELEV. 6305.42'
RADIUS RETURN
E
E
TV TV TV TV -TV
T T T T 739+76.62T
0/5 27.00'L
RADIUS CENTER
STA.109+77.80
0/S 21.50'L
INV. OUT ELEV. 6304.01'
■
OADSIDE DITCH
STA.110+00.
0/5 32.00'L
ELEV. 6306.04'
END ASPH. PAVE.
BEGIN GRAVEL PAVE.
TV TV TV TV
TV
E E
0
- -TV -TV
T
STA.109+91.:1
0/S 27.34'
ELEV. 6305.81'
RADIUS RETURN
SD
T
STA.110+09.48
0/S 33.45'L
ELEV. 6306.38'
STA.110+27.13
0/5 48.86'L
ELEV. 6306.62'
RADIUS RETURN RADIUS RETURN
TV TV
0
PARKING/TAILGATING
A CkcpS -SD
4416,
STA.108+;
0/S 22.00'R
ELEV. 6305.00'
END TAPER
BEGIN FIRETRUCK PULLOFF
REID
63/5
63/0
5305
5300
KEY MAP
NOT TO SCALE
L.P.S TA.107+93.13
L.P.ELEV.6304.58
PVI STA.108+18.19
PVI ELEV.6304.39
K=49.88
100.00' VC
CCT
0
U
w
O
U
w
STA.108+68.91
0/5 14.00'R
ELEV. 6304.87'
BEGIN TAPER
-E X - G
0
ti
X
EX - G
EX - G
11
STA.109+12.95
50' R
e
•
ELEV. 6304.73'
\DRY HYDRANT
Y
GRAV
FI ' RUCK PULLO
STA.109+37.95
0/S 22.00'R
ELEV. 6305.75'
END FIRETRUCK PULLOFF
BEGIN TAPER
ti
18" ADS CULVERT
48.00 LF
SD
E
TV T TV
Co
E
6306
STA.110+24.47
0/S 33.79'L
RADIUS CENTER
STA.I10+09.63
0/5 26.66'L
ELEV. 6306.56'
RADIUS RETURN
TV TV
E
STA. I I0+24.63
0/5 27.00'L
RADIUS CENT
E E E
TV T TV T -TV T TV -TV
G/ <
STA.I10+24.94
0/S 21.50'L
INV. IN ELEV. 6304.16'
END CULVERT
BEGIN ROADSIDE DITCH
E E E
i
TV TV T -TV T _T ,- T
-T T I
CHUKKA CL
57.
I
S T A.109+57.95
0/S 14.00'R
ELEV. 6306.21'
END TAPER
6306
STA.109+76.62
0/5 12.00'L
ELEV. 6306.53'
RADIUS RETURN
STA. 110+27.63
0/S 12.00'L
ELEV. 6307.30'
RADIUS RETURN
6306
i
<-
/
E E E
TV�
T T T -I
LOT 7
TV T TV
-1-
TV
MOIL
1.50.8'
10
0
2' GRAVEL SHLD. (TYP.)
GRAPHIC SCALE
5 10
20
6306
6308
( IN FEET )
1 inch =10 ft.
Scale:
H: 7 " = 70'
V.• 7" = 5'
6295
--------------
EXISTING GRADE 7
FINISHED GRADE
\
�
lO
0
p
!.•
O
O
�O
1,12)
O
1p
O
O
b
i
tp
h
O
O
O�b
h
O
I
Od O
c� b
1
zz,
Od
O
--,O
14.1
cp
pc,
cc)
G
O
O
1,p
O
G
om O
1.-C)
OO
lO
Cr,
d O
lO
OO
O0
CC:]
1411
pO O
‘1::)
b
lO
OOO O
b1pO
108+50
/09+00
/09+50
1/0+00
110+50
//1+00
63/5
63/0
6305
6300
6295
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F. (866) 876-5873
CHECKED BY. RBG
DRAWN BY: VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
>-
m
5
cL
10/22/2019
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCTION
C73
L
E
ROADSIDE DITCH (TYP.)
TVT TV TV
E E
- TV TV
T T
LOT 7
STA. 111 +43.71
0/5 0.00'
END CHUKKA TRAIL
TYPTiAL SECTION 2
\ F
TV\ \ E
TV TV TV
T TAT
<-
- <-
TV
STA.' I1+68.20
0/5 35.00'L
ELEV. 6306.52'
ELEC. SPLICE VAULT
E E E E
STA.I12+15.71
0/5 0.00'
BEGIN CHUKKA TRAIL
TYPICAL SECTION 3
E E E
TV TV TV TV TV TV TV TV
T T T T T T T T
- <-
T
STA.112+39.67
0/5 22.13'L
ELEV. 6307.38'
END ROADSIDE DITCH
E E-
TV T-TV
1�
<- - <-
TV - -TV
STA.I12+71.44
0/S 35.92'L
ELEV. 6310.93'
RADIUS RETURN
STA.112+46.46
0/5 37.00'L
RADIUS CENTER 1
E
i
E
STA.112+95.48
0/5 36.42'L
ELEV. 6310.46'
RADIUS RETURN
E E E
-TV
-TV
T-
6,288
-TV
T-
E
E
E
TV TV TV TV
T T
E
STA.113+20.35
0/5 37.00'L
RADIUS CENTER
-TV
T-
E
-TV
T-
E
-TV
E
-TV
E
E
6309
_ TTV - TV -
T -
STA.113+20.35
0/5 12.00'L
ELEV. 6311.30'
RADIUS RETURN
E
-TV
T-
E
-TV
T-
E
-TV
LOT 7
E
-TV
-E
631
TV-'
T
STA.I12+60.90
0/5 21.86'L
STOP SIGN
-23
rss
STA.III +43.71
0/S 12.00'R
ELEV. 6309.05'
RADIUS RETURN
ti
0
STA.112+46.46
0/5 12.00'L
ELEV. 6310.59'
RADIUS RETURN
CHUKKA TRAIL CL STA 112+84.32=
CLUBHOUSE DRIVE CL STA 600+22.01
ti
CHUKKA TRAIL CL
W
6308
TRACT A
6309
2GRAVEL SHLD. (TYP.)
STA.1I1 +43.71
0/S 37.00'R
RADIUS CENTER
6320
63/5
63/0
6305
KEY MAP
NOT TO SCALE
1.50%
RI VERS TONE DRIVE
IFUtURE ROAD FOR ZONE 21
'
STA.111 +68.71
0/S 37.00'R
ELEV. 6309.01'
RADIUS RETURN
STA. 111 +90.71
0/S 37.00'R
ELEV. 6309.01'
RADIUS RETURN
STA.I12+15.71
12110' 1_
ELEV. 6310.13'
RADIUS RETURN
STA.112+15.71
70/5 37.00'R
RADIUS CENTER
STA.I12+46.46
0/5 0.00'
END CHUKKA TRAIL
TYPICAL SECTION 3
-600+00
H.P.STA.113+32.19
H.P.ELEV.6311.56
PVI STA.113+07.14
PVI ELEV.6311.75
K=49.87
100.00' VC
TRACT C
STA.113+20.35
0/S 0.00'
BEGIN CHUKKA TRAIL
TYPICAL SEC710N-
10
0
6309
5
GRAPHIC SCALE
10
20
40
Scale:
H: 7"= 70'
V.' 7" = 5'
6300
EXISTING GRADE FINISHED GRADE
CLUBHOUSE DRIVE CL CROSSING
STA.112+84.32
EL E V.6311.33
U
Uj
c IN FEET
1 inch =10 ft.
-0.50%
6320
63/5
63/0
6305
6300
190
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F: (866) 876-5873
CHECKED BY: RBG
DRAWN BY. VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
>-
m
5
cLo
DESCRIPTION
REVISED CONSTRUCT. SET
l
JOB #: 2017-13
FOR
CONSTRUCT/ON
C74
I
LOT 7
1----E E
E
TVA ESE
TTTTV TV �E-E
T TT- TT=
v-
STA.114+31.37
0/S 37.00'L
RADIUS CENTER
E
Trv�
S A.114 81.72
/S 3 .23'L
EL V. 6 10.14'
RAD' S R TURN
STA 14+56.
/S
LEV.
DIUS
39
6.19.99'
ETURN
\ MC URE,
N
IN
STA.115+24.65
0/S 41.88'L
ELE TICAL TRANSFORMER
i
2.0%
603,400
TV
STA.I14+46...
0/S .13'L
TOP SIGN
TVTTV
STA.115+08.69
0/S 37.00'L
RADIUS CENTER
E
TTV
Try
64TV--ITVTV
E
Try
EAST SEPTIC FIELD I
PARKING/TAILGAT1
AREA ACCESS
STA.116+14 50
0/S 32.0 'L
END ASPH. PA E.
BEGIN GRAVEL PAVE.
STA.116+04.97
0/S 27.52'L
ELEV. 6309.57'
RADIUS RETURN
E
EE--E� Tt -
14
14
2
T TV 14- --- /t S 0/S 27.00'L
RADIUS CENTER
TRACT A
STA.116+24.25
0/S 38.49'L
EE /
LEV. 6309.12'
RADIUS REIN'
I' 1111111116.
./ �tV 1
tj t �►
tjt
/8'
SSD
STA.116+44.79
0/S 52.44'L
ELEV. 6309.39'
RADIUS RETURN
/
ttjttjtA.1196+40.48 9
L
14 RAD'
STA.116+39.88
0/S 27.00'L
RADIUS CENTER
6308
\
/7
6307
i>
6308
I
Zo
co
I
6309
ROADSIDE DITCH (TYP.I
STA.114+31.37
0/S 12.00'L
ELEV. 6310.88'
RADIUS RETURN
63/0
\
CHU/(/rq TiR4L CL
CHU TRAIT
STA. 115+08.69
0/S 12.00'L
ELEV. 6310.50'
RADIUS RETURN ti
S T A.115+93.30
aR 0/S 23.19'L
ti INV. IN ELEV. 6307.00'
BEGIN CULVERT
STA.I16+44.55
0/S 12.00'L
ELEV. 6309.72'
RADIUS RETURN
STA.114+31.37
0/S 0.00'
END CHUKKA TRAIL
TYPICAL SECTION 1
STA.115+86.15
0/S 12.00'L
ELEV. 6310.09'
RADIUS RETURN
CHUKKA TRA TA 114+71.78=
- - CLUBHOUSE DRIVE CL ST
I
TRACT C
6320
63/5
63/0
6305
NOT TO SCALE
-0.50.E
\
603,469 -
STA. I15+08.69
S-0.
BEGIN RVERSTONE/ CHUKKA DRIVE
TYPICAL SECTION 3
CLUBHOUSE DRIVE CL CROSSING
STA.114+71.78
ELEV.6310.92
2' GRAVEL SHLD. (TYP.)
0
v
In
Sca/e:
H.• 7 " = 70'
V.• 7" = 5'
6300
EXISTING GRADE
FINISHED GRADE
H.P.STA.I15+48.03
H. P.EL E V.6310.54
PVI STA.115+98.03
PVI ELEV.6310.29
K=495.71
100.00' VC
STA.116+35.70
0/5 23.19'L
INV. OUT ELEV. 6306.80'
END CULVERT
BEGIN ROADSIDE DITCH
10 0
5
GRAPHIC SCALE
10 20
40
0
v
N
U
( IN FEET )
1 inch =10 ft.
6320
63/5
1.00% 63/0
6305
6300
o;
1
o,
1
;o
o0
0
0
co
00
0
0
,o
00
0
0
to
COO00
0
b
o3
1/1+50
115+00
115+50
116,400
116+50
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F. (866) 876-5873
CHECKED BY. RBG
DRAWN BY: VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
10/22/2019
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCT/ON
C75
E E E E
TV TV TV TV TV
T T T T—
E E E E E
E
TV TV TV TV TV TV TV
T T T T
T T
PARKING/TAIL ► ' TE AREA
E E
T
TV
E ETE E E
—TV TV TV
E
E E E
E
TRACT A
E E E
TV TV TV TV TV TV TV TV TV TV TV
T T T T T
TV TV TV
E E E E E E E E E_=
—TV TV TV TV TV TV TV TV
T T T T T
TV TV
6308
6309
63/0
5309
ROADSIDE DITCH (TYP.)
Pr -
VSTA.I18+63.96
0/S 21.60'L
RIM ELEV. 6305.37'
4' DIA., 8' DEEP CONC. DRYWELL
WITH GRATED LID
DITCH LOW POINT
N
CHUKKA TRAIL CL
14*
N
6307
6305
6320
63/5
63/0
6305
KEY MAP
NOT TO SCALE
-0.701
TRACT C
Scale:
H: 7"= 70'
V.. 7" = 5'
6300
2' GRAVEL SHLD. (TYP.)
L.P.S TA.I18+67.20
L.P.ELEV.6308.54
PVI STA.119+77.34
PVI ELEV.6307.63
K=56.77
300.00' VC
10
0
GRAPHIC SCALE
5 10
20
40
( IN FEET )
1 inch =10 ft.
w
6320
63/5
63/0
- - - - - - - - — — — — — — —
------------------- --- 6305
EXISTING GRADE
FINISHED GRADE
117+00
//7+50
/18+00
116450
//9+00
//9+50
6300
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F: (866) 876-5873
CHECKED BY. RBG
DRAWN BY. VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCTION
C76
1
0
1
0 0
O 0
Q::)
CZZ
OOm Om
LcS
0
QS
O
LC3
0
om
OS
o
117+00
//7+50
/18+00
116450
//9+00
//9+50
6300
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F: (866) 876-5873
CHECKED BY. RBG
DRAWN BY. VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCTION
C76
r co
NC,y
STA.119+93.1
0/S 0.00'
END CHUKKA DRIVE
TYPICAL SECTION 3
c
ROADSIDE DITCH (TYP.)
TRACT A
STA.121 +68.62
0/S 31.50'L
ELEV. 6310.00'
BEGIN ROADSIDE DITCH
<—
i
N
N
N
S 119+93.19
0/ 2.00'R
ELEV. 6309`70'
RADIUS RETURN
STA.120+54.19
0/5 0.00'
BEGIN CHUKKA DRIVE
TYPICAL SECTION 3
N
STA.119+93.19
0/S 37.00'R
RADIUS CENTER
STA.120+14.31
0/5 34.51'R
ELEV. 6309.34'
RADIUS RETURN
ti
STA.12y3.08
0/ 4.51 'R
ELEV. 6309.34'
RADIUS RETURN
TRACT C
6320
63/5
63/0
6305
KEY MAP
NOT TO SCALE
STA.120+29.89
0/S 25.99'R
RIM ELEV. 6309.76'
ELECTRIC SPLICE VAULT
N
L.P.S TA.118+67.20
L.P.ELEV.6308.54
PVI STA.119+77.34
PVI ELEV.6307.63
K=56.77
300.00' VC
STA.120+54.19
0/5 37.00'R
RADIUS CENTER
STA.120+54.19
0/S 12.00'R
ELEV. 6311.38'
RADIUS RETURN
Scale:
H: 7"= 70'
V.. 1" = 5'
6300
Ow -
N
U
W
10
0
5
GRAPHIC SCALE
10
20
2GRAVEL SHLD. (TYP.)
40
c IN FEET 1
1 inch =10 ft.
W
U
W
0
C,
N
N
•U
Ora
STA.122+22.96
0/S 23.65'R
INV. OUT ELEV. 6316.01'
END CULVERT
DAYLIGHT PIPE
H.P.S TA.123+24.70
H.P.EL EV.6320.49
PVI STA.122+49.70
PVI ELEV.6320.11
K=36.79
150.00' VC
LU
U
m
EXISTING GRADE
FINISHED GRADE
-----------------
----------------------
„oH
0
1
0
0
om
1
o
o
rn�
o
o o
om
co
o�
obts o
o
c--;:;
4,
�
o
�
0
4o
rn
:9T3
o
�
4S
4,
LgS
0
�
4S
liz
120+00
120+50
l2/+00
l2/+50
122+00
6320
63/5
63/0
6305
6300
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F: (866) 876-5873
CHECKED BY: RBG
DRAWN BY: VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
CO
5
cL
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCTION
Q
Q (i)
0
o
co Nciv
C77
I
I
I
18" ADS CULVERT
60.00 LF
STA.I22+57.17
0/5 25.41'L
INV. IN ELEV. 6316.81'
END ROADSIDE DITCH
BEGIN CULVERT
6312
632/
6320
ROADSIDE DITCH (TYP.)
TRACT ,4
S T A.124+26.96
0/5 18.00'L
ELEV. 6319.10'
END ROADSIDE DITCH
PARKING/TAILGATING AREA
STA.124+43.96
0/S 30.68'L
ELEV. 6320.48'
RADIUS RETURN
STA .124+26.96
0/5 27.00'L
RADIUS CENTER
STA.124+84.44
0/5 32.00'L
ELEV. 6320.78'
RADIUS RETURN
I
I
I
I
C yU/ R47z CL
St
43
STA.124+84.44
0/5 22.00'L
ELEV. 6319.15'
BEGIN ROADSIDE DITCH
RADIUS CENTER
R 10'
632/
/7
STA.124+84.44
0/5 12.00'L
ELEV. 6321.05'
RADIUS RETURN
STA.124+26.96
0/5 12.00'L
ELEV. 6320.76'
RADIUS RETURN
6320
6330
6325
6320
63/5
KEY /14P
NOT TO SCALE
ti
H.P.STA. /23+24.70
H.P.EL EV.6320.49
PVI STA.I22+49.70
PVI ELEV.6320.I1
K=36.79
150.00' VC
6323
6320
6322
Scale:
H.• 7" = 70'
V.- 7" = 5'
63/0
PROPOSED GRADE
EXISTING GRADE
EXISTING GRADE
FINISHED GRADE
2' GRAVEL SHL D. (TYP.)
10
0
5
GPAPHIC SCALE
10
20
40
( IN FEET I
1 inch =10 ft.
cN
C
1
a
1
NI
CN
o
ti
122+50
123+00
123+50
121+00
121+50
125+00
6330
6325
6320
63/5
63/0
I*40
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F: (866) 876-5873
CHECKED BY: RBG
DRAWN BY: VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
CO
5
DESCRIPTION
REVISED CONSTRUCT. SET
lzh 1
JOB #: 2017-13
FOR
CONSTRUCTION
C78
STA.125+73.19
0/S 32.00'L
ELEV. 6321.32'
RADIUS RETURN
STA.125+73.19
0/5 22.00'L
RADIUS CENTER
STA.125+73.19
0/S 21.50'L
INV. OUT ELEV. 6319.50'
END ROADSIDE DITCH
STA .125+28.86
0/S 23.07'L
ELEV. 6319.34'
DITCH LOW POINT
ROADSIDE DITCH 1TYP.)
PARKING/TAILGATING AREA
STA.126+09.60
0/S 27.52'L
ELEV. 6321.28'
RADIUS RETURN
STA.126+17.36
0/5 22.47'L
RIM ELEV. 6320.50'
4' DIA., 8' DEEP CONC. DRYWELL
WITH GRATED LID
S T A.126+24.59
.cii0/5 27.00'L
RADIUS CENTER
632/
STA.126+24.59
0/S 12.00'L
ELEV. 6321.76'
RADIUS RETURN
cH
UK
EDGE OF POLO FIELD 1
5321
aai
-4-
STA.125+ 72.52
0/5 12.00'L
ELEV. 6321.50'
RADIUS RETURN
6321
6335
6330
6325
6320
KEY MAP
NOT TO SCALE
Scale:
H: 7"= 70'
V: 7" = 5'
63/5
EXISTING GRADE
FINISHED GRADE
6322
0.505
STA.127+15.31
0/5 31.45'R
IRRIGATION SPLITTER BOX
/
/
/
/
/
L.P.STA.I26+84.75
L.P.ELEV.6322.30
PVI STA.127+34.75
PVI ELEV.6322.56
K=66.79
100.00' VC
10
/
/
0
GWAPHIC SCALE
5 10
20
40
( IN FEET 1
1 inch =10 ft.
1j
U
CO
2.005
i
i
7
N,
1
CZ,
1
�,
n
��
p
oma;
G
o
;�;
b
O
N
0-i
125+50
126+00
126+50
127+00
127+50
6335
6330
6325
6320
63/5
L
M
L
o
rn
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F: (866) 876-5873
CHECKED BY: RBG
DRAWN BY. VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
>-
m
cL
DESCRIPTION
REVISED CONSTRUCT. SET
1
JOB #: 2017-13
FOR
CONSTRI. TION
•
Q
cfsO
�
C) ci
C79
NOT TO SCALE
PROPERTY LINE (TYP.)----I
STA.127+89.50
0/5 50.40'L
INV. OUT ELEV. 6319.98'
END CULVERT
STA.127+71.20
0/S 47.00'L
RADIUS CENTER
TRACT A
S T A.127+56.42
0/5 12.02'L
ELEV. 6322.80'
BEGIN GRAVEL SHOULDER
-73
ti
STA.128+06.18
0/5 61.61'L
ELEV. 6324.00'
END GRAVEL SHOULDER
STA.128+06.20
0/5 47.03'L
,..-ELEV. 6324.01'
RADIUS RETURN
GRAVEL SHOULDER (TYP.)
-18" ADS CULVERT
98.69 L.F.
S
T
.127+67.77
0/5 12.00'L
ELEV. 6323.00'
RADIUS RETURN
STA.128+06.24
0/S 0.00'L
END CHUKKA TRAIL
Op
STA.(27+71.28
0/5 12.00'R
ELEV. 6323.06'
RADIUS RETURN
STA.127+56.91
0/S 12.00'R
ELEV. 6322.82'
BEGIN GRAVEL SHOULDER
STA.127+71.28
0/S 47.00'R
RADIUS CENTER
Z8 ,1 I/M H9IH 070
6335
6330
6325
6320
STA.127+88.01
0/5 48.28'R
INV. IN ELEV. 6321.01'
BEGIN CULVERT
L.P.STA.126+84.75
L.P.ELEV.6322.30
PVI STA.127+34.75
PVI ELEV.6322.56
K=66.79
100.00' VC
O
Scale:
H: 7" = 70'
V.• 7" = 5'
63/5
co
co
U
Lu
N
0-3
I -u
U
w
GRADE BREAK 5TA.128+08.02
ELEV=6321.02
TIE INTO OL D HW Y. 82
2.001
\
STA .128+06.28
0/5 46.97'R
ELEV. 6325.01'
RADIUS RETURN
STA .128+06.29
0/5 61.96'R
ELEV. 6325.01'
END GRAVEL SHOULDER
/ CUL VERT CROSSING
TSTA. 727+88.74
INV. ELEV. 6320.50
EXISTING GRADE
FINISHED GRADE
128+00
6335
6330
6325
6320
63/5
S TA.127+67.77
0/S 0.00'
END CHUKKA TRAIL
TYP. SECTION 3
STA.127+84.79
0/5 23.62'R
-STOP SIGN ON 6"x6" TIMBER POST
17' LENGTH, INCLUDING 5' BURY DEPTH.
SEE CDOT M&S STANDARD 5-614-5
10
0
5
a 1/44 HOIH 844
GRAPHIC SCALE
10
20
40
IN FEET
1 inch =10 ft.
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F. (866) 876-5873
CHECKED BY. RBG
DRAWN BY VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
10/22/2019
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCTION
C20
1
1
o
128+00
6335
6330
6325
6320
63/5
S TA.127+67.77
0/S 0.00'
END CHUKKA TRAIL
TYP. SECTION 3
STA.127+84.79
0/5 23.62'R
-STOP SIGN ON 6"x6" TIMBER POST
17' LENGTH, INCLUDING 5' BURY DEPTH.
SEE CDOT M&S STANDARD 5-614-5
10
0
5
a 1/44 HOIH 844
GRAPHIC SCALE
10
20
40
IN FEET
1 inch =10 ft.
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F. (866) 876-5873
CHECKED BY. RBG
DRAWN BY VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
10/22/2019
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCTION
C20
630/
\_ST A.200+22.90
0/5 83.00'L
ELEV. 6302.40'
/6'
STA .200+ 12.90
0/5 35.00'L
RADIUS CENTER
ST A.200+38.90
0/S 45.00'L
ELEV. 6301.84'
RADIUS RETURN
S T A.200+ 16.15
0/5 91.13'L
RIM ELEV. 6300.50'
4' DIA., 8' DEEP CONC. DRYWELL
WITH GRATED LID
ST A.200+38.90
0/S 83.00'L
ELEV. 6302.60'
ST A.200+58.90
0/S 45.00'L
RADIUS CENTER
STA .200+22.90
0/S 35.00'L
ELEV. 6301.44'
RADIUS RETURN
ST A.200+ 12.90
0/5 25.00'L
ELEV. 6301.11'
RADIUS RETURN
ST A.200+ 12.90
0/S 0.00'
BEGIN N. BARN ACCESS ROAD
STA .200+58.90
0/S 25.00'L
ELEV. 6301.69'
RADIUS RETURN
LOT 6
6302
STA.201 +86.90
0/5 83.00'L
ELEV. 6304.45'
STA.201 +86.90
0/5 45.00'L
ELEV. 6303.69'
RADIUS RETURN
BARN 6
STA.201 +66.90
0/5 45.00'L
RADIUS CENTER
STA.201 +66.90
0/5 25.00'L
ELEV. 6303.04'
RADIUS RETURN
s
ss
/6'
PROPERTY LINE (TYP.)
- IRR IRR
S T A.200+ 12.90
0/S 9.00'R
ELEV. 6300.43'
oTh
N BARN ACCESS CL
ss
ss
ss
s
S T A.202+20.90
0/5 43.00'L
RADIUS CENTER
STA.202+20.90
ks 0/5 25.00'L
ELEV. 6303.73'
s\ RADIUS RETURN STA.202+23.80
0/S 25.00'L
\�\ ELEV. 6303.75'
RADIUS RETURN
S T A.202+02.90
0/S 83.00'L
ELEV. 6304.65'
STA .202+02.90
0/S 43.00'L
ELEV. 6303.85'
RADIUS RETURN
ss
s
ss
STA.202+45.05
0/5 91.66'L
ELEV. 6305.35'
MAINTENANCE BARN
ST A.202+23.80
0/5 43.00'L
RADIUS CENTER
-1-
ss
i
STA .202145.31
0/S .00'R
ELEV. 6 03.34'
ss
S T A.202+70.64
0/5 53.00'L
RADIUS CENTER
ST A.202+50.64
0/5 53.00'L
ELEV. 6304.65'
RADIUS RETURN
TRACT B
S T A.202+50.64
0/S 91.00'L
ELEV. 6305.41'
STA.202+41.52
0/S 39.87'L
ELEV. 6304.27'
RADIUS RETURN
ST A.202+70.64
0/5 33.00'L
ELEV. 6304.50'
S RETURN
RAD
STA .202+70.64
0/S 0.00'
BEGIN N. BARN ACCESS ROAD
TYPICAL SECTION
-mss cs-----ES cs
S -ES -----ES/ -----ES
IRR IRR
IRR IRR
IRR 6300
IRR IRR
IRR IRR
IRR IRR
IRR IRR
IRR IRR
J
53/0
6305
6300
5295
NOT TO SCALE
Scale:
H: 7 " = 10'
V. 1" = 5'
6290
TRACT B
EDGE OF POLO FIELD 2
se
5302
s
0
s
-----Es
G_
fS
GRAPHIC SCALE
5 10
20
40
( IN FEET )
1 inch =10 ft.
1.251
GRADE BREAK S TA.200+ 12.90
ELEV= 6300.6/
EXISTING GRADE
FINISHED GRADE
o�
00
0
0
C
1
o
0
0
1
o
b
--0;
o:
0
L
0
e
o
0
o�
b
-N0.
0
o
0
N
-
0
N
b
rn�
O-NO
0
ooh,
N
0 0
c\;
b
�cN
N;
0
0
eOm
o
N
0
h
b
N
0
6303.89
200+50
201-k00
20/ +50
202+00
202+50
63/0
6305
6300
6295
6290
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F. (866) 876-5873
CHECKED BY. RBG
DRAWN BY: VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
10/22/2019
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCT/ON
C21
ST A.203+98.62
0/S 53.05'L
RADIUS CENTER
MAINTENANCE BARN
-ss----SS ss ss ss ss ss ss ss ss ss ss ss ss
G
y,s ss
I by
V I�IIy.I
y
ti y
I
0
1
a
G G G G G G G G G
\css
Es
s
s —Es
N
Vfl
Li_ :1
7
ss
ss
ss
ss
S TA.203+99.27
0/S 33.0I'L
ELEV. 6306.11'
RADIUS RETURN
G
ss
ss
G
ss
ss
ST A.204+34.64
0/5 29.00'L
ELEV. 6306.16'
RADIUS RETURN
G
G
O
ti
G
ss
ss
G
G
-33
NORTH LEACH FIELD
cn
S ES ti S —ES —ES ES ES ES
REY I'
63/5
63/0
6305
6300
0o KEY MAP
NOT TO SCALE
N
N
_„f-
kss- "
ss
TRACT B
ss
/6'
ss
G
G
ss
G
ss
G
ss
S T A.204+ 18.64
0/5 54.I5'L
ELEV. 6306.73'
RADIUS RETURN
ST A.204+54.93
0/S 29.12'L
RADIUS CENTER
ss
ss
ss
ST A.204+54.64
0/S 9.00'L
ELEV. 6306.32'
RADIUS RETURN
s ss
ss
STA .204+69.64
0/S 9.00'L
ELEV. 6306.50'
RADIUS RETURN
STA.204+69.64
0/5 0.00'
ENI :ARN ACCESS TYPICAL SECTION
END ROAD BASE PAVE.
BEGIN ASPH. PAVE.
STA.204+41.91
0/5 20.26'R
ELEV. 6304.68'
END ROADSIDE DITCH
G
G
G
S ES ES ES ES ES -----ES -----ES -----ES -----ES -----ES ES ES ES -----E5 -----ES —Es
G
Scale:
H: 7"= /0'
V. 7" = 5'
6295
EXISTING GRADE i i FINISHED GRADE
1.25%
G
ss —
1101+00
Im 21'
m
2.01
ss
ss
ss
ss
LOT 5
ss —#-ss
ss
cs -----ES -----ES
S T A.205+44.08
0/5 9.00
. 6307.45'
RADIUS RETURN
ST A.204+84.91
0/5 9.00'R
ELEV. 6306.25'
RADIUS RETURN
E E E E
TV
TV TV TV TV
T
T
ELECTRICAL TRANSFORMER
ROADSIDE DITCH (TYP.1
10
ARN ACCESS CL STA 205+12.52=
CHU
N BARN ACCESS CL
TRAIL CL STA 101+50.27
GRAPHIC SCALE
0 5 10 20
4)
40
( IN FEET 1
1 inch =10 ft.
CHUKKA DRIVE CL CROSSING
S T A.205+ 12.52
EL EV.6306.86
-------------
GRADE BREAK STA.205+/2.52
EL E V=6306.86
0
�o
1
0-3
0
�o
1
<i
0
b
c
0
Gin
0
b
0
�o
``�
e
0
h
0
1p
G
0
�o
cz,b
4ri4o
0
0
b
0
om
b
LO
al)
bn
0
�o
0
�o
b
0
c,
b
203+00
203+50
201+00
201+50
205+00
205+50
63/5
63/0
6305
6300
6295
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F. (866) 876-5873
CHECKED BY. RBG
DRAWN BY: VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
10/22/2019
JOB #: 2017-13
FOR
CONSTRUCT/ON
0
7 CN
7NQ
C22
ss
STA.205+91.54
0/S 29.00'L
ELEV. 6308.35'
RADIUS RETURN
ss -SS -SS SS
STA.205+71.54
0/S 29.00'L
47 -
RADIUS CENTER
s
ss SS SS SS
STA.205+71.54
0/S 9.00'L
ELEV. 6308.00'
RADIUS RETURN
/6'
-Es -Es
STA.206+07.54
0/S 29.00'L
ELEV. 6308.89'
RADIUS RETURN
S T A.205+ 71.54
0/S 9.00'R
ELEV. 6307.58'
RADIUS RETURN
S T A.205+67.88
0/5 9.00'R
ELEV. 6307.58'
RADIUS RETURN
ST A.205+63.20
0/5 23.94'R
RIM ELEV. 6305.50'
ti
4' DIA., 8' DEEP CONC. DRYWELL
WITH GRATED LID
NOT TO SCALE
6320
63/5
63/0
6305
[SS
G /
G
�S T A.205+67.88
0/S 0.00'
BEGIN BARN ACCESS ROAD
BEGIN ROAD BASE PAVE.
END ASPH. PAVE
s
-ES
S T A.205+91.54
0/S 29.00'R
ELEV. 6307.58'
RADIUS RETURN
S T A.205+88.32
0/S 48.05'R
DRY HYDRANT
S T A.205+91.54
0/S 50.00'R
o ELEV. 6306.59'
4
ss SS -
S T A.206+27.54
0/5 29.00'L
RADIUS CENTER
s -Es
-
6, 09
G /
LOT 5
S T A.206+27.54
0/S 9.00'L
ELEV. 6308.91'
RADIUS RETURN
Sca/e:
H: 1" = 10'
V: 1"= 5'
6300
EXISTING GRADE i i FINISHED GRADE
1.631
N BARN ACCESS CL
BARN 5-\
N
S T A.207+35.54
0/S 29.00'L
RADIUS CENTER
S T A.207+35.54
0/5 9.00'L
ELEV. 6310.67'
RADIUS RETURN
/6'
STA 7+55.54
0/5 2 00'L
ELEV. 310.81'
RADIUS ETURN
STA.207+71.5
0/5 10.00'L
ELEV. 6311.10'
RADIUS RETURN
STA.207+91.54
0/S 10.00'L
RADIUS CENTER
GRADE BREAK STA.207+46.39
ELEV= 63/0.66
STA.207+91.54
0/S I0.00'R
ELEV. 6310.94'
RADIUS RETURN
EDGE OF POLO FIELD 1
S T A.207+91.54
0/S 50.00'R
ELEV. 6310.34'
10
00
C
0
N
D
TRACT A
GRAPHIC SCALE
5 10
20
40
��
0
O
0
b
1
O
O
1
�
°�
,_,..3
��
0
O
0
b
o
O
O
(Z=$
,_-.3
��
0
0
O
Q3
0
b
CN
OQri
,
1p
��
Qr)
CSO
bLO
205+00
205+50
207+00
207+50
( IN FEET )
1 inch =10 ft.
6320
63/5
63/0
6305
5300
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F. (866) 876-5873
CHECKED BY. RBG
DRAWN BY: VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
>-
m
cL
10/22/2019
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCT/ON
C23
S T A.300+ 10.49
0/S 9.00'R
ELEV. 6306.01'
S T A.300+ 10.49
0/5 9.00'L
ELEV. 6303.37'
STA.300+10.49
0/S 0.00'
BEGIN W BARN ACCESS ROAD
S T A.300+28.49
0/S 22.00'R
S T A.300+20.49
0/5 9.00'R
ELEV. 6306.21'
RADIUS RETURN
S T A. 300+20.49
0/5 29.00'P
RADIUS CENTER
32'
PADDOCK
S T A.300+28.49
0/S 70.00'R
ilatt
63/0
6305
6300
6295
0o KEY MAP
NOT TO SCALE
W BARN ACCESS CL
ST A.300+40.49
0/S 29.00'R
ELEV. 6305.68'
RADIUS RETURN
STA.300+56.49
0/5 70.00'R
ELEV. 6304.77'
RADIUS RETURN
/6'
6
6�
S T A.300+76.49
0/5 50.00'R
ELEV. 6305.05'
RADIUS RETURN
14>
i
i
7
BARN 4
S T A.300+76.49
0/5 70.00'R
RADIUS CENTER
N
LOT
0
ti
STA.301 +43.36
0/S 35.00'L
ELEV. 6306.60'
WELL 2
6305
ST A.302+55.49
0/5 14.00'L
ELEV. 6305.31'
RADIUS RETURN
5TA .301 + 84.49
0/S 50.00'R
ELEV. 6304.42'
RADIUS RETURN
STA .301 + 95.20
0/5 63.40'R
ELEV. 6304.17'
DRY HYDRANT
ST A.302+50.49
0/S 14.00'L
RADIUS CENTER
STA.302+50.49
0/5 9.00'L
ELEV. 6305.21'
RADIUS RETURN
6301
STA.302+72.49
0/S 14.00'L
RADIUS CENTER
STA.302+67.49
0/S 14.00'L
ELEV. 6305.17'
RADIUS RETURN
W BARN ACCESS CL STA 302+61.49=
CONNECTOR RD CL STA 400+16.0
5TA .302+ 70.49
0/5 70.00'R
RADIUS CENTER
IRRIG TION POND -2
S T A.301 +84.49
0/5 70.00'R
RADIUS CENTER
S T A.302+04.49
0/S 70.00'R
ELEV. 6303.90'
RADIUS RETURN
Scale:
H: 7"= 70'
V.. 7" = 5'
6290
GRADE BREAK S TA. 300+ l0. I.9
ELEV=6306.11
EXISTING GRADE
FINISHED GRADE
)1110:?<\ ->M„
0 I. --M
S T A.302+20.49
0/S 70.00'R
ELEV. 6303.78'
ADIUS RETURN
--M.0 --I& 0
/6'
STA.302+72.49
0/S 9.00'L
ELEV. 6305.08'
RADIUS RETURN
STA.302+71.38
0/5
EL .6303.50'
LOT
---'•mons<34101ED-•••••=www-
-0.59%
10
0
GRAPHIC SCALE
5 10
20
14.1 czz,
40
CONNECTOR RD CL CROSSING
STA.302+61.49
EL E V.6304.96
( [N FEET 1
1 inch =10 ft.
0
H
1
0
om
1
�,
b
0
°'
�o
b
0
��
O
�o
0
0
h
0
°'
�o
L
0
�e
t",
h
0
Ob.
L
0
0
�'
�o
0
m�
h
0
G
0
cij
h
0
(1-3
�o
m
0
0
0
h
0
0
m
O
"�
�o
0
�e
0
300+50
301+00
301+50
302+00
302+50
63/0
6305
6300
6295
6290
IS441F --
L
M
L
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F: (866) 876-5873
CHECKED BY: RBG
DRAWN BY. VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCT/ON
C24
'$-
/0T3LW(„)
s -ss -ss
-SS -
3
881
ad!
_cc -SS -SS -SS -SS -SS -SS -SS -SS -SS SS -
881
881
?MI
881
aaI adI
ti
CENTRAL WETWELL AND PUMP FOR
PRESURIZED IRRIGATION DISTRIBUTION
88I aaI aaI aaI aaI aaI _N aall
RAW
SS -SS -SS -SS
to
IRRIGA TION POND -2
ST A.303+38.26
0/S 61.43'R
ELEV. 6303.27'
RADIUS RETURN
63/0
6305
6300
6295
KEY /IAP
NOT TO SCALE
ST A.303+22.26
0/5 70.00'R
ELEV. 6303.19'
RADIUS RETURN
/6'
-70
RP
STA.303+66.49
0/5 73
V. ???'
ST A.303+52.26
0/S 61.43'R
RADIUS CENTER
ST A.303+66.49
0/S 61.43'R
ELEV. ???'
RADIUS RETURN
-SS SS SS
-SS
-SS
-SS
RP
BARN ACCESS CL
adI
RAW
aat
MVe=1
SS ss -ss -ss -ss -ss -ss -ss -ss -ss 6S Ss ss
/
C7
/
/
STA .304+38.49
0/S 53.00'R
ELEV. 6302.86'
RAW
SS
SS
l
.3'STA.305+20.90
0/S 9.00'L
ELEV. 6303.62'
RADIUS RETURN
-SS
0
0
-SS
Lu
co
W
TA.305+48.72
0/S 20.00'R
E _EV. 6302.87'
RAD. US RETURN
6303
SS SS
TRACT B
R
STA.304+68.72
0/S 61.43'R
RADIUS CENTER
STA.303+82.49
0/5 73.50' R
ELEV. ???'
STA.303+82.49
0/5 53.00'R
ELEV. 6303.19'
ST A.304+38.49
0/S 73.50' R
ELEV. ???'
BARN 3�
S T A.304+54.49
0/5 61.43'R-'
ELEV. ???'
RADIUS RETURN
-0.59$
S T A.304+54.49
/0/S 73.50'R
ELEV. ???'
ST A.305+ 14.72
0/S 55.00'R
ELEV. 6302.38'
RADIUS RETURN
S T A.304+82.72
0/5 61.43'R
ELEV. 6302.42'
RADIUS RETURN
32'
10
:`\
0
`y'SOUTH SEPTIC FIELD
N
Vl
T A.305+4 .75
0/S 55. y'R
RADIUS CENTER
Ny
(n
N
9iS rA.305+482
0/S 70.001R
RADIOS CENTEIR
N
N
GRAPHIC SCALE
5 10
20
( IN FEET )
1 inch =10 ft.
Scale:
H: 7" = 70'
V. 7" = 5'
6290
EXISTING GRADE i i FINISHED GRADE
o�
co
1
o�
cz.
to
1
0
co
to
Z o�
cz. co
o,
co
o0
0�"t4
co
oi
qz)
� to
4.1 ��
�N
303+00
303+50
301+00
301+50
305+00
305+50
63/0
6305
6300
6295
6290
ROARING FORK ENGINEERING
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F: ( 866) 876-5873
CHECKED BY. RBG
DRAWN BY. VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCT/ON
C25
ES
63/0
6305
6300
S3� S3_S SFS
TRACT B
RA
S3��fs
s3� ----Es
RAW
t
ST A.306+07.53
0/S 52.48'L
ELEV. 6303.32'
RADIUS RETURN
W BARN ACCESS CL STA 305+77.62=
W BARN ACCESS CONNECT STA 801+44.88
/-SS SS
yh
0
ss ss ss ss SS
S T A.305+83.49
0/5 20.00'R
ELEV. 6302.66'
RADIUS RETURN
STA.306+53.43
0/S 50.03'L
ELEV. 6303.64'
RADIUS RETURN
ss ss ss -SS
MIDDLE 4 306+49
SEPTIC FIELD 0/S .00'R
ELEV. 6341.75'
RADIUS RE BURN
ST A.305+83.49
0/S 55.00'R
RADIUS CENTER
ST A.306+34.49
0/5 70.00'R
ELEV. 6301.36'
RADIUS RETURN
SS SS -SS
-SS
-SS
6302
N
fu,
6
03
BARN I�
ST A.306+54.49
0/5 50.00'R
ELEV. 6301.65'
RADIUS RETURN
ST A.306+54.49
0/5 70.00'R
RADIUS CENTER
-0.59%
BARN 2
elaa
00
LOT /
W BARN ACCESS CL
00
O
KEY MAP
NOT TO SCALE
LOT 2
S T A.307+62.49
0/5 50.00'L
ELEV. 6303.02'
RADIUS RETURN
5302
ST A.307+98.49
0/5 49.00'L
ELEV. 6302.59'
RADIUS RETURN
S TA.307+62.49
0/5 50.00'R
ELEV. 6301.02'
RADIUS RETURN
S TA.307+62.49
0/5 70.00'R
RADIUS CENTER
ws
ws
STA.307+98.49
0/5 49.00'R
ELEV. 6300.81'
RADIUS RETURN
S T A.307+82.49
0/S 70.00'R
ELEV. 6300.49'
RADIUS RETURN
10
ws
0
5
ws
WS
STA.308+38.49
0/5 49.00'L
RADIUS CENTER
STA.308+38.49
0/5 9.00'L
ELEV. 6301.74'
RADIUS RETURN
S T A.308+38.49
0/5 0.00'
END W BARN ACCESS ROAD
ws ws ws
ws
STA.308+38.49
0/S 9.00'R
ELEV. 6301.38'
RADIUS RETURN
STA.308+38.49
0/5 49.00'R
RADIUS CENTER
PADDOCK
GRAPHIC SCALE
10
20
40
( IN FEET )
1 inch =10 ft.
co
O
Scale:
H: 7 " = 70'
V: 1" = 5'
6295
EXISTING GRADE
FINISHED GRADE
GRADE BREAK STA.308+18.49
ELEV= 630/.59
306+00
306+50
307+00
307+50
308+00
63/0
6305
6300
6295
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F. (866) 876-5873
CHECKED BY. RBG
DRAWN BY: VJT
CARBONDALE, CO 81623
10/22/2019
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCT/ON
C26
1
1
��
b
o�
o�
L
�N
°�
�O
O�
00
0`v
o
C\j0 0N
00
0ti
o0
0ti
o0
0
0
to
to
co
to cobco
to cob
c.o
306+00
306+50
307+00
307+50
308+00
63/0
6305
6300
6295
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F. (866) 876-5873
CHECKED BY. RBG
DRAWN BY: VJT
CARBONDALE, CO 81623
10/22/2019
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCT/ON
C26
co
co
I
SMS
6304
S T A.500+05.00
0/5 5.00'L
ELEV. ???'
S T A.500+05.00
0/S 0.00'
sM BEGII§ CA-BINs Sg0AD
ST A.500+05.00
0/S 5.00'R
ELEV. 6304.61'
S T A.500+44.38
0/5 5.00'R
ELEV. 6304.74'
RADIUS RETURN
STA .500+44.43
0/S 10.00'R
RADIUS CENTER
STA.500+40.10
0/5 7.50'R
ELEV. 6304.69'
RADIUS RETURN
SM SM SM SM SM
G G
STA.500+84.91
0/5 19.23'L
ELEV. 6305.21'
RADIUS RETURN
S T A.500+ 75.85
0/S 15.00'L
RADIUS CENTER
S T A.500+ 75.85
0/5 5.00'L
ELEV. 6304.81'
RADIUS RETURN
SM SM SM SM
G G
_
SM SM
G
/I
JSM
STA.501 +29.30
0/S 20.73'L
RADIUS RETURN
STA.501+37.30
0/5 15.00'L
RADIUS CENTER
STA.501 +67.53
0/S 7.50'R
ELEV. 6305.84'
RADIUS RETURN
STA.501 +63.25
0/5 5.00'R
ELEV. 6305.76'
RADIUS RETURN
SM SM SM
G G
STA.501 +37.30
.96m3UO'L GM
RADIUS R TURN
T T T T TC T T T, T T T T
TV TV TV TV TV
S
SS
ES Es ES -----ES
SS -SS -SS iS
TVV TVTV
SS -SS -S
T
TV TV TV TV : } STV ' TV- -TV TV
-1 y
S S-----ES-----ES Sm S
SS -SS -SS SS SS SS - �'
s
SM
STA .502+02.63
0/S 0.00'
END CABIN ACCESS ROAD
STA.501+86.29
0/5 5.00'R
ELEV. 6305.95'
RADIUS RETURN
STA .502+02.63
0/5 5.00'L
ELEV. 6305.96'
-T
SM SM SM SM SM SM SM
G G G G G G
T T - T T T T T T T
SS
TV TV TV
TV
T
TV SFV
S
1 SS
LD
S A.500+21.34
0/S 10.00'R
R DAIS CENTER
STA.500+25.67
0/S 12.50'R
ELEV. 6304.65'
DIUS RETURN
502+08
S T A.502+02.63
0/5 5.00'R
ELEV. 6306.08'
IRRIGATION POND -1
STA.500+82.63
0/5 5.00'R
ELEV. 6305.07'
RADIUS RETURN
S TA.501 +25.00
0/5 5.00'R
ELEV. 6305.43'
RADIUS RETURN
S T A.500+20.00
0/S 22.32'R
ELEV. 6304.82'
STA.500+82.63
0/5 10.00'R
RADIUS CENTER
S T A.501 +25.00
0/5 10.00'R
RADIUS CENTER
5TA .501 +86.29
0/5 10.00'R
RADIUS CENTER
STA.501 +81.96
0/5 12.50'R
ELEV. 6305.95'
RADIUS RETURN
CABIN 1
STA .500+28.66
0/S 27.32'R
ELEV. 6304.92'
STA.500+87.63
0/5 10.00'R
ELEV. 6305.06'
RADIUS RETURN
CABIN 3
STA.501 +20.00
0/5 10.00'R
ELEV. 6305.43'
RADIUS RETURN
S T A.501 +78.97
0/5 27.32'R
ELEV. 6306.07'
STA .500+87.63
0/S 25.00'R
ELEV. 6305.21'
S T A.501 +04.00
0/5 25.00'R
ELEV. 6305.34'
S T A.501 +20.00
0/5 25.00'R
ELEV. 6305.58'
5TA .501 +63.20
0/5 10.00'R
RADIUS CENTER
S T A.501 +87.63
0/5 22.32'R
ELEV. 6306.07'
CABIN 4
STA.501 +03.63
0/5 25.00'R
ELEV. 6305.21'
y
0o KEY MAP
NOT TO SCALE
63/5
63/0
6305
6300
TRACT A
GRADE BREAK ST4.500+05.00
ELEV= 630Q 30
STA.501 +03.63
0/5 8.33'R
ELEV. 6305.04'
RADIUS RETURN
0.865
5TA .501 +04.00
0/5 8.33'R
ELEV. 6305.09'
RADIUS RETURN
CABIN 2
CABIN ACCESS RD CL STA 501+03.82=
CONNECTOR RD CL STA 402+08.89
6306
GRADE BREAK STA.502+02.60
ELEV= 6305.99
10
GRAPHIC SCALE
0 5 10 20
Scale:
H: 7" = 70'
V' 1" = 5'
6295
----------------
EXISTING GRADE -
r FINISHED GRADE
500+50
501+00
501+50
502+00
63/5
63/0
6305
6300
6295
( IN FEET
1 inch =10 ft.
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F. (866) 876-5873
CHECKED BY. RBG
DRAWN BY: VJT
CARBONDALE, CO 81623
10/22/2019
U
z
00
U
a. c)
U�
cn >
cr
W W W 1
JOB #: 2017-13
FOR
CONSTRUCT/ON
C27
1
1
O
p
O
d
O
p
O
0
0Lri
0
0
0Lo
500+50
501+00
501+50
502+00
63/5
63/0
6305
6300
6295
( IN FEET
1 inch =10 ft.
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F. (866) 876-5873
CHECKED BY. RBG
DRAWN BY: VJT
CARBONDALE, CO 81623
10/22/2019
U
z
00
U
a. c)
U�
cn >
cr
W W W 1
JOB #: 2017-13
FOR
CONSTRUCT/ON
C27
LOT 4
I
S T A.400+64.04
0/5 11.00'L
RADIUS CENTE
STA.401+17.33
0/S 34.00'L
RADIUS CENTER
TRACT A
STA.401 +85.56
0/S 24.62'L
ELEV. 6305.22'
RADIUS RETURN
ss
S T A.400+30.04
0- 0/5 11.00'L
RADIUS CENTER
0
STA.400+30.04
0/5 6.00'L
ELEV. 6305.31'
RADIUS RETURN
ST A.400+25.04
0/5 11.00'L
ELEV. 6305.21'
RADIUS RETURN
STA.400+71.04
0/5 0.00'
ELEV. 6306.09'
END ROADBASE PAVEMENT
BEGIN ASPHALT PAVEMENT
I
S T A.400+69.04
0/S II.00'L
ELEV. 6305.86'
RADIUS RETURN
STA.401+17.33
0/5 9.00'L
ELEV. 6306.05'
RADIUS RETURN
STA.401 +77.29
0/5 19.00'L
RADIUS CENTER
9
9
1
1
1
Al
Al
S f -A.401+24.41
s 0/S 9.00'L
ELEV. 6306.00'
STA.401 +24.41
0/5 0.00'
ELEV. 6305.82'
END ASPHALT PAVEMENT
BEGIN ROAD BASE PAVEMENT
----Es SES SEs SEs SES
STA.401+77.72
0/S 9.01 'L
ELEV. 63,95.61'
RADIUS RETURN
S T A.400+64.04
0/5 6.00'L
ELEV. 6305.76'
RADIUS RETURN
s
s3 --
SM SM
SM
s
CONNECTOR RD CL STA 402+08.89=
CABIN ACCESS RD CL STA 501+03.82
SEs
STA.402+15.61
0/5 4.93'L
ELEV. 6305.09'
RADIUS RETURN
%-
rfr
Tv
r
-TV
ry
G
V
G
9
TV
TVA
STV
TV
9
c
--- Es
Tv
-T
TV
7
TV
_i L
TV
T
0 64.1.
0"i'R
.305.56'
S RETURN
STA.401 +24.41
0/S 9.00'R
ELEV. 6305.64'
RADIUS RETURN
1-
STA.400+30.04
0/5 6.00'R
ELEV. 6305.17'
RADIUS RETURN
• T A.400+69.04
S/S 1I.00'R
ELEV. 6305.64'
RADIUS RET R
2SHLD. (TYP.)
STA.401 +83.47
0/S 9.00'R
ELEV. 6305.21'
RADIUS RETURN
TV
TV
STA.402+16.36
0/5 3.70'R
ELEV. 6305.04'
RADIUS RETURN
N N
w N
V)
STA.400+25.04
0/5 11.00'R
ELEV. 6305.08'
RADIUS RETURN
STA.400+30.04
0/5 11.00'R
RADIUS CENTER
CONNECTOR RD CL STA 400+83.04=
CHUKKA TRAIL CL STA 105+20.20
STA.400+64.04
0/S 11.00'R
RADIUS CENTER
CONNECTOR RD CL STA 400+16.04=
W BARN ACCESS CL STA 302+61.49
N
STA.401 +24.41
0/S 34.00'R
RADIUS CENTER
STA.401 +83.47
0/5 19.00'R
RADIUS CENTER
S T A.401 +92.53
0/5 23.23'R
ELEV. 6304.81'
RADIUS RETURN
s
ss- ss
}- S
Al
Al
Al
1
1
+00 -i
LOT 3
MD
KEY MAP
NOT TO SCALE
63/5
63/0
6305
6300
Scale:
H: 1"= 10'
V.• 1" = 5'
6295
BEGIN CONNECTOR ROAD CL
CHUKKA TRAIL CL CROSSING
STA.400+83.04
EL E V.6306.33
------- o ----------
-2.00X
GRADE BREAK
S T A.400+95.04
EL E V.6306.09
-1.00%
GRADE BREAK
/STA.401+15.04
EL E V.6305.89
-0.79%
EXISTING GRADE i i FINISHED GRADE
CABIN ACCESS CL CROSSING
S T A.402+08.89 J
EL E V.6305.15
10
-2.12s
0
5
STA.402+13.55
0/5 0.00'
ELEV. 6305.04'
END CONNECTOR ROAD
S T A.402+ 18.48
0/5 0.84'L
RADIUS CENTER
GRAPHIC SCALE
10
20
c IN FEET )
1 inch =10 ft.
END CONNECTOR ROAD CL
STA.402+13.68
EL E V.6305.04
0
oTh
0
0
LO
C
000
1
� o0
1
0�
o0
0�C
\I
o
100+50
107+00
107+50
102+00
102+50
63/5
63/0
6305
6300
6295
ROARING FORK ENGINEERING
410
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F: ( 866) 876-5873
CHECKED BY. RBG
DRAWN BY. VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
>-
m
5
cL
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCT/ON
C28
1
1
KEY MAP
NOT TO SCALE
6320
63/5
STA.601 +09.12
0/S 31.99'L
ELEV. 6310.92'
DIUS RETURN
STA.601 +21.80
0/5 36.86'L
RADIUS CENTER
STA.601+21.86
0/5 12.00'L
ELEV. 6311.03'
RADIUS RETURN
CLUBHOUSE
LOT 7
5T4.603+06.15
0/5 0.00'
END CLUBHOUSE DRIVE
TYPICAL SECTION
I
1
STA.600+84.13
0/5 45.15'L
ELEV. 6309.13'
E
STA.600+87.35
0/5 35.20'L
ELEV. 6309.75'
ST A.600+65.33
0/S 33.06'L
ELEV. 6310.55'
LVt- TV,
STA.600
L/2'
CLUBHOUSE DRIVE CL
ti
0
N
0
0
HAURE CABIN
S
A 111+ :
0/5 0.00'
BEGIN CLUBHOUSE DRIVE
TYPICAL SECTION
-T
E -r
E
00'L
ADIOS CENTER
S T A.603+ 11.03
0/5 37.00'L
ADIOS CENT
STA.603+06.15
6309 0/5 37.00'R
RADIUS CENTER
E ESEE E-
\�1=:=- f-1��-1 /1--i_-a - E , i E - E _ E
STA.600+58.16
0/5 12.00'R
STA.600+58.16
0/5 37.00'R
RADIUS CENTER
S T A.603+30.96
0/5 39.20'R
ELEV. 6310.88'
S T A. 603+
0/5 12.
ELEV. 6309.
RADIUS RETU
I I I I I I III 1#y
11111
S T A.603+ 11.03
0/5 12.00'L
ELEV. 6310.14'
ADIOS RETURN
E
E
TRACT A
6309
2.001
600+00
S T A.600+34.87
0/5 37.57'L
ELEV. 6310.59'
RADIUS RETURN
W
O
0
Z. -ft
W
-2.001 -
00
S T A. 600+44.39
0/5 22.91'L
STOP SIGN
S T A.600+58.74
0/5 20.04'L -
RADIUS CENTER
L.P.STA.600+78.70
L.P.ELEV.6310.59
PVI STA.600+64.01
PVI ELEV.6310.49
K=19.85
50.00' VC
STA.600+58.22
0/5 12.05'L
ELEV. 6310.93'
RADIUS RETURN
S T A.600+65.69
0/5 20.12'L
ELEV. 6310.80'
0+33.17
0/5 36.34'R
ELEV. 6311.30'
RADIUS RETURN
CLUBHOUSE DRIVE CL STA 600+22.01=
CHUKKA TRAIL CL STA 112+84.32
PROPOSED GRADE
0.521
CLUBHOUSE DRIVE -7771' 57 6fr3+9475
CHUKKA TRAIL CL STA 114+71.78
-2' SHL D. I T YP. I
TRACT C
H.P.STA.601 +79.79
H.P.EL EV.6311.04
PVI STA.601+87.70
PVI ELEV.6311.13
K=32.91
50.00' VC
-1.001
603+69 STA.603+36.03
-777!"--35.91L
ELEV. 6310.50'
RADIUS RETURN
L.P.STA.602+92.20
L.P.ELEV.6310.17
PVI STA.603+00.53
PVI ELEV.6310.00
K=16.67
50.00' VC
O
Lu
U
W
E
63/0
2.001 2.001
-2.001
63/0
6305 Scale: CHUKKA TRAIL CL CROSSING
H: 7" = 20' STA.600+22.03
V: 7" = 70' ELEV.6311.33
6300
EXISTING GRADE
EXISTING GRADE
FINISHED GRADE
CHUKKA TRAIL CL CROSSING
STA.603+46.53
ELEV.6310.92
cS
0
n
oo�
0
o�
0
Qo
t..:
0 0
h
co;
0
t.„
0
o
�o
0
0
0
0
0
0
��
0
4
o
1
�o
o
1
n
'N
0
l�
O
00
c
0
0
00
0
0
1
o
600+00
600+50
60/7'00
60/7'50
602+00
602+50
603+00
603+50
6320
63/5
63/0
6305
6300
20 0
GRAPHIC SCALE
10 20 40
80
c IN FEET 1
1 inch =20 ft.
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F: (866) 876-5873
CHECKED BY: RBG
DRAWN BY: VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
DESCRIPTION
REVISED CONSTRUCT. SET
lzh 1
JOB #: 2017-13
FOR
CONSTRUCTION
C29
STA.800+78.13
/S 47.79'L
DIUS CENTER
ST A.800+49.82
0/5 60.31'L
RADIUS CENTER
A.800+73.90
Q`0'
ELEV. 6303.78'
BEGIN ASPH. PAVE
END ROAD BASE PAVE.
fib& END SHOULDER
ST A.800+06.08
0/5 49.75'L
ELEV. 6304.61
RADIUS RETURN
e&
S1`A8,0+80.27
0/S 12.x'
ELEV. 6303.46'
RADIUS RETURN
i 2
SA. 800+44.77
0/S 15.60'L
ELEV. 6303.99'
RADIUS RETURN
SHLD. (TYP.)
6303
0-1
Ce -
TRACT B
0/47
c
�S
800
00
LOT /
STA .800+91.77
0/S 41.10'L
ELEV. 6303.24'
RADIUS RETURN
STA.800+91.43
0/5 33.12'L
RADIUS CENTER
STA.800+96.41
0/5 29.91'L
LSV. 6303.32'
�+ RADIURN
s3�
A/y7
ify
W BARN ACCESS CONNECT STA 801+48.88=
W BARN ACCESS CL STA 305+77.62
W BARN ACCE
CHUKKA TRAIL
CONNECT STA 800+00.00=
L STA 107+99.78
LOT 3
TRACT A
as
Os
Os
S TA.800+49 7
0/S 56.73'R
RADIUS CENTER
R44 r
3 3-
3
3
KEY MAP
NOT TO SCALE
63/0
6305
6300
6295
BEGIN W BARN ACCESS CONNECT CL
CHUKKA TRAIL CL CROSSING
STA.800+12.00
EL EV.6304.34
S T A.800+06.81
0/S 46.62'R
ELEV. 6304.46'
RADIUS RE /
E
E �
-0.901
S
S3
Sca/e:
H: 7" = 20'
V' 7" = 70'
/
/
STA.80I +39.88
0/S 56.72'R
ELEV. 6303.62'
RADIUS RETUR /\ss
h
S Jf
0
END W BARN ACCESS CONNECT CL
W BARN ACCESS ROAD CL CROSSING
—\,k
STA.80I+48.88
EL EV.6303.10
00
0
0 00
0
0 00
0
800+50
801+00
801+50
63/0
6305
6300
6295
20
0
10
20
40
80
( IN FEET 1
1 inch =20 ft.
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F: (866) 876-5873
CHECKED BY: RBG
DRAWN BY: VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
DESCRIPTION
REVISED CONSTRUCT. SET
(
(
(
(
l
JOB #: 2017-13
FOR
CONSTRUCTION
M
v1,
l 0
co
0O
oov
C30
7'1
d" A SPHA L T PA VING
8"ABC
T YP A SPH. PA /E`lEN T SEC TION
6"ABC
TYP. BARN ACCESS ROAD SEC TION
GRASSED -LINED SWAL E
3:1 r0
CATO
/2' ASPHALT PAVING
2.01:
/2' ASPHALT PA VING ►{
P.G.L. 2.01:
`7'/TOCq7-0,
2'
CHUKKA TRAIL T YP. SECTION /
SCALE: /"= 5'
/2' ASPHALT PAVING
2.01':
/2' ASPHALT PAVING
P.G.L. 2.0%
2'
if'
6:i _ _ - � _ _ _ _ - 6./ , r� CA
CHUKKA TRAIL T YP. SECTION 2
SCALE: /"= 5'
/2' ASPHALT PAVING
CATCH
A 2.01
33' ASPHALT PAVING
/2' ASPHALT PAVING
P.G.L. 2.01
CLUBHOUSE DRIVE T YP. SECTION
SCALE: /"= 5'
3:i TO
CLUBHOUSE PARKING T YP. SECTION
SCALE l"= 5'
9' ROAD BASE
CA! 2.01
9' ROAD BASE
P.G.L. 2.01'*
3.�
ATO 6,4 70/../
TCH
GRASSED -LINED SWAL E
33' ASPHALT PAVING
3'7\O`C//
BARN ACCESS AND CABIN CONNEC TOR T YP. SECTION
SCALE: /"= 5'
5' ROAD BASE
3:I log,,,ArCH/
2.01:
P.G.L.
12.01:
5' ROAD BASE
3.7 �Cy
CABIN ACCESS ROAD T YP. SECTION
SCALE: /"= 5'
3.1 TO
CAi
6' ROAD
BASE
2.01:
6' ROAD
BASE
P.G.L.
2.0%
HORSE CROSSING T YP. SECTION
SCALE: /"= 5'
2.01:
= HORIZONTAL CONTROL LINE
P.G.L. = PROFILE GRADE LINE
ROAR/NG FORK ENG/NEER/NG
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F.• (866) 876-5873
CHECKED BY. RBG
DRAWN BY. VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
›-
CO
5
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCT/ON
TYPICAL SECTIONS
C31
so
LOT 6
SD
ASIN /
A'. A=20.16 ACRES
C 'LUE=0./5
TOP L.=6309'
BOT 1`1 EL.=6293'
FL O LINE L ENG TH=1658
TOC= 7J /1J/V
10 YR. AK FL 0W=2 00 CF
25 YR. P AK FLOW=2 z16 CFS
so
so
SO
so
SO
s0
TRACT B
LOT
LOT 3
ri
AREA = l8. '0 ACRES
C VALUE= /. 8
TOP EL.=632
BOTTE/1EL. =s'/2'
LOWLINE LEN•T
=65 MIN
/0 PEAK FLOW=
25 YR. 'EAK FL O W=
�9 CFS
3.0CFS
TRACT A
100
0
50
GRAPHIC SCALE
100
200
400
c IN FEET l
1 inch =100 ft.
1
1
1
a
LOT /
TRACT C
er-
JI.
W W Vv W W W W W V'
* * W W W y y * W W
W W W W W W W W W W W W
W
POC I
BASIN 3
AREA = z 75 ACRES
C VALUE=0.28
TOP EL.=6322'
BO T TEM EL . = 6306'
FLOW LINE LENGTH= / /07'
T0C=Q3 MIN
/0 YR. PEAK FL 0W=1.Q0 CFS
25 YR. PEAK FL 0W/.72 CFS
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F: (866) 876-5873
CHECKED BY. RBG
DRAWN BY. VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCTION
QcO
C32
START ALIGN.
FIELD 2 EAST CURTAIN DRAIN
STA. 100+00.00
N20207518
El /719297
DR YWEL L
N202/9/.81
E//721165
DR YWEL L
N202200.10
E//7167.20
START ALIGN.
FIELD 2 WEST CURTAIN DRAIN
STA.300+ 00. 00
N202061.33
5/17507.11
START ALIGN.
FIELD 2 COLLECTOR LINE
S TA.100+00.00
N202033.59
E116971.85
START ALIGN.
BASIN / OUTLET
S TA.20+00.00
1V201126.99
E//697196
END ALIGN.
FIELD 2 WEST CURTAIN DRAIN
S TA. 3/5+46.61
N20/083.83
E116981.15
r--
100+0
102+0
105+00
109+0
20+1
/
-
--- -
---
306+9
3/0+
3//
3/2+
3/3+
3/1+
so
END ALIGN.
CULVERT / ALIGNMENT
STA, 11 +26, l0
N202/89.67
E/ /768195
00
/SO
so
so
/so
00
49/+00
START ALIGN.
CULVERT 2ALIGNMENT
S T4.20+00.00
520/7/0.35
5/17753.16
END ALIGN.
CUL VERT 2 ALIGNMENT
S T4.20+4/.00
520/669.36
5/17753.16
4102+00-
C/1
92+00-
0
103+00-
491+00E
03+00-
/s
so
sow
so
SO
so
so
so
TRACT 8
,so
491+000
0
5+00 -
0
6+00 -
cn
0
START ALIGN.
CULVERT / ALIGNMENT
STA.10*00.00
5202/66.87
El/7808.97
START ALIGN.
CULVERT 3 ALIGNMENT
S TA. 30+00.00
N20/7/7.6/
5/17800.11
U 1
LOT4
END ALIGN.
CULVERT 3ALIGNMENT
S TA. 30+56. l9
520/66/.11
511780/.88
LOT 3
START ALIGN.
CULVERT 1 ALIGNMENT
(497+: S T4.10+60.00
520/112.15
5/17787.22
06+00
9+00
START ALIGN.
FIELD / COLLECTOR LINE
S TA. 400+00.00
5202010.87
5118027.58
00
1/
LOT2
s
STA.50/+18.98
N20/106.95
E//79/6.5/
5T/4.502+2990
N20/327. /7
E//7902. 96
START ALIGN.
_BASIN 2 STORM DRAIN
S T4.500+00.00
520/553.83
5/17911.16
END ALIGN.
'CULVERT 5ALIGNMENT
S T4.50+58 00
520/373.55
511805160
..........j
Iwo
Q 501+00
LOT l
pC
'0
\'x
0
-
505+00
W W W
L W W
4,
4, 4, W W
W W W W W
y
W W Ji
4,
END ALIGN.
END ALIGN. 4 FIELD 2 EAST CURTAIN DRAIN w
4'
4,
FIELD 2 COL L EC TOR LINE S TA.1 /0+37.00
sfr4' S TA.112+8181 520/060.01
W W W 520/090.37 5/17515.02
W E11731192
4/
W 4, W
W W W W
W 4,
i5+08
W W W
y W W
W W W
W W W
W W
„START ALIGN.
CULVERT 5 ALIGNMENT
W W S TA.50+00.00
5201381.95
El 17997.73
END ALIGN.
BASIN 2 STORM DRAIN
STA.506+0783
5200949.21
5/17902.96
I
START ALIGN.
CULVERT 6ALIGNMENT
S TA. 60+00.00
520126512
5118597.20
END ALIGN.
CULVERT 8 ALIGNMENT
S TA. 8/ + l8 85
520/963.19
5/18965.39
START ALIGN.
CULVERT 8 ALIGNMENT
S TA. 80+00.00
1V201911.05
5119082.10
CUL VER T
END ALIGN.
6 ALIGNMENT
S TA. 60+50.12
520/266.79
5118617.60
TRACT C
DR YWEL L
N20/291.60
E118867.76
100
0 50
GRAPHIC SCALE
100
200
400
c IN FEET l
1 inch = 100 ft.
1
1
----------
END ALIGN.
FIELD / COLLECTOR LINE
ST4.1/1+75.18
520/3713/
5118891.13
DR YWEL L
N20/792.85
E//9076.. 76
START ALIGN.
CULVERT 7 ALIGNMENT
STA. 70+00.00
520/189.87
51/9/26.19
END ALIGN.
CUL VERT 7 ALIGNMENT
N-57-4.70+70.00
520/440. l9
511917581
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F: (866) 876-5873
CHECKED BY. RBG
DRAWN BY. VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
>-
m
5
cL
DESCRIPTION
REVISED CONSTRUCT. SET
lzh 1
JOB #: 2017-13
FOR
CONSTRUCT/ON
C33
NOTE
1. REFER TO UNDERDRAIN DETAIL ON SHEET C11.
1
-100+00
)FRA
FIELD l
6" PVC CAP (TYP. ALL PERFORATED UNDERDRAIN LINES)
IRR RA•
IK IRR
GPAPHIC SCALE
40 0 20 40 80
( IN FEET
1 inch =d0 ft.
IRR IRRRA�n1 IRR Id A IRR
FIELD
STA:10
OFF:
c
-101+00
FIELD / - PIPE C
111.16 L.F. of /2"�
5°
5°
FIELD / - 'IPE C2
5° 111.17 L.F. 0 2" SDR -35 1.001
D /-WYE 3
: 103+ 13.13
FF: 000'
FIELD /-WYE
STA : 101+51.88
OFF: 000'
BASIN 2-1/H /
STA: 500+10.99
OFF: 000'
00103+00
FIEF 0 / - PIPE C3
111. L.F. of /2"SDR-35 & 1.001
101+00
FIELD / - PIPE C1
50.73 L.F. of 12" SOR -35 2.391
FIELD / - PIPE C6
/1/.10L.F. of /2"SDR-35 @ 1.001
D
820 -PIPE 2_-
138.01L.F. of /2"SDR -352.131
500+00
105+00
41)
S°
501+00
FIELD 1 -WYE 5
STA : 105+96.29
OFF: 000'
FIELD / - PIPE C5
90.70 L.F. of /2"SDR -35 1.021
<—
<
<—
FIELD / - PIPE C7
/11.10 L.F. of /2"SDR-35 @ 1.001
<—
0
0
FIELD / YE 6
–STA : 107+ 68
OFF: 0.00'
FIELD /-WYE 41)
STA : 108+79.07
OFF: 0.00'
5°
TRACT A
�o
/
°o
Co
FIELD / - PIPE C9
111.10 L.F. of /2"SDR -35 1.001
FIELD / - PIPE C8
111.10 L.F. of /2"SDR -35 6, 1.001
<—
LOT 7
<—
FIELD / - PIPE CIO
111.10 L.F. of /2" SDR -35 1.001
'\
160
FIELD / - PIPE C//
111.10 L.F. of /2"SDR -35 ' 1.001
0
SD 3D
FIELD /-WYE
STA : 1//+6/.85
OFF: 0.00'
FIELD /-WYE 8
5y:110+20.16
O: 000'
FIEL / n YE II
A:111+11.63
OFF: 0.00'
FIELD /-WYE /0
S74.' 1/3+03.21
OFF: 0. /! '
TRACT C
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F: (866) 876-5873
CHECKED BY: RBG
DRAWN BY. VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
DESCRIPTION
REVISED CONSTRUCT. SET
lzh 1
JOB #: 2017-13
FOR
CONSTRUCTION
� O
Q
LW
O�
CC
C34
6320
63/0
6300
6290
6285(,
0
0
om
FIELD l - PIPE CI
/11.16 L.F. of l2"SOR -35 1.001
FIELD 7 COL L EC TOR LINE
ST/. 400+00.00 TO ST/. 405+00.00
SC/LE: 7 "=20' HORZ
SC/ LE: 7 "= 7 0 ' VERT
FIELD l - PIPE C2
/11.17 L.F. of l2"SDI? -35 1.001
EXISTING GRADE -
PROPOSED GRADE
FIELD l - PIPE C3
111.15 L.F. Of 12" SDR -35 1.001
FIELD l - PIPE C1
50.73L.F. of l2"SDR -35 2.391
FIELD 1 -WYE l
STA.100+30.52
FIELD l - PIPE F1: 6 " PERF SOR -35 INV. 6308.78
12" SDR -35 WYE INV. 6307.70
FIELD 1-WYE2
STA.10/+7/.97
FIELD l - PIPE CI: l2"SDR -35 INV. 6306.29-
FIEL D l - PIPE F2: 6" PERF SDR -35 INV. 6307.36
12" SDR -35 WYE INV. 6306.29
FIELD l -WYE 3
S TA.103+ 13.13
FIELD l - PIPE C2: 12" SDR -35 INV. 6301.88
FIELD l - PIPE F3: 6" PERF SDR -35 INV. 6305.95
12" SDR -35 WYE INV. 6304'.88
FIELD l -WYE 1
5 TA.101+51.88
FIELD l - PIPE C3: 12" SOR -35 INV. 6303.16
FIELD l - PIPE F1: 6" PERF SDR -35 INV. 630153
12" SDR -35 WYE INV. 6303.16
co
D
b
c
O
kp
0
D
b
h
o
b
O
O
b
�,
n
o
Co
p
o
b
O
0
b
co
o
1p
9J 7'60E9
7J 1890E9
6306.6/ FL
6309.2 FG
6306.1/ FL
6309.0 FG
6306.2/ FL
6308.8 FG
1p
0
b
co
p
0
b
CC,G
h
0
b
0
0
0
6305.1/ FL
630Z6 FG
�,
0
b
'Cr
n
0
kp
6305.0/ FL
6307..2 FG
0
b
O
0
b
63016/ FL
6306.8 FG
ri
0
b
co
0
b
N
!i
0
b
G
co
0
cpp
G
0
cpp
co
0
k0
LL
M
0
b
O
0
b
6303.6/ FL
6305.8 FG
6303.31 FL
63058 FG
6302.86 FL
63057 FG
100+00
6320
63/0
6300
52,95,
om
100+10
BASIN 2-11H l
STA.500+1999
P111 6301.70
FIELD l - PIPE C1 : l2 " SDR -35 INV. IN 6302.25
FIELD l - PIPE C5:12" SOR -35 INV. IN 6302.25
B20 -PIPE 2:12" SOR -35 INV. OUT 6301.25
i
100+80
FIELD 1 -WYE 5
S TA.105+96.29
FIELD l - PIPE C6: 12" SDR -35 INV. 6303.17
FIELD l - PIPE F5: 6" PERF SOR -35 INV. 630191
12" SDR -35 WYE INV. 6303.17
12" SOD OVER MH COVER
FIELD l - PIPE C5
90.70L.F. of l2"SOR -35 1.021
101+20
EXISTING GRADE
101+60
102+00
102+10
102+80
FIELD 7 COL L EC TOR LINE
ST/. 405+00.00 TO ST/. 470+00.00
SCV LE: 7 "=20' HORZ
SCI LE: 7 "= 7 0 ' VERT
FIELD l -WYE 6
S TA.107+37.68
FIELD l - PIPE C7: 12" SOR -35 INV. 630159
FIELD l - PIPE F6: 6" PERF SDR -35 INV. 6306.35
12" SDR -35 WYE INV. 630159
PROPOSED GRADE
103+20
103+60
FIELD 1 -WYE 7
ST A .108 ÷ 7,9.07
FIELD l - PIPE C8: 12" SDR -35 INV. 6306.00
FIELD l - PIPE F7: 6" PERF SDR -35 INV. 6307.77
12" SDR -35 WYE INV. 6306.00
101+00
101+10
FIELD l - PIPE C8
/11.10 L.F. of 12" SDR -35 1.001
101+80
6320
63/5
63/0
6305
6300
6295
6290
6285
Om
Om
105+00
6320
63/5
_ 63/0
FIELD l - PIPE C6
/11.10 L.F. of l2"SOR -35 1.001
FIELD l - PIPE C7
111.10 L.F. of l2"SOR -35 1.001
6302.38 Ft
63059 FG
c \;
Cm
om
cp
6302.60 FL
6306.3 FG
6302.80 FL
6306.5 FG
o
p
0
p
b
o
0
(p
c,;
0
p
o
co
0
p
6303.1/ FL
6307,0 FG
c,;
0
°0
kip
o
0
p
b
M
0
p
b
p
0
o
Q
0
o,
1p
0
�O
630421 FL
630Z9 FG �
�,
c;
0
c.
1p
o
p
0
p
b
o
b
0
O
�O
0
w
C;
0
p
b
kL.
om
O
0
co
6305.0/ FL
6308.5 FG
ti
�,
0
O
1p
L3
�O
6305.1/ FL
6308.9 FG
o
h
0
p
1p
0
�O
w
0
O
�O
p
0
�O
o
tp
0
O
tp
0
�O
6306.2/ FL
6309.7 FG
a
cp
0
p
cp
oQj
p
C:,
p
�O
6306.6/ FL
63/0.0 FG
cp
0
-
c,om
cp
O
(O
6307.0/ FL
63/0.3 FG
105+00
6320
63/0
6300
6295
p
O
105+20
105+60
106+00
FIELD 1 -WYE 8
STA.1/0+20.16
RIM 6309.69
FIELD l - PIPE C,9:12" SDR -35 INV. IN 6307.1/
FIELD l - PIPE F8:6" PERF SDR -35 INV. IN 6309.17
FIELD l - PIPE C8:12" SDR -35 INV. OUT 6307.1/
FIELD l - PIPE C9
111.10 L.F. of l2"SOR -35 1.001
106+10
106+80
107+20
107+60
FIELD 7 COL L EC TOR LINE
ST/. 470+00.00 TO ST/. 474+ 75.78
SC/ LE: 7 "=20' HORZ
SC/ LE: 7 "=1 0' VERT
EXISTING GRADE -
108+00
108+10
PROPOSED GRADE
108+80
109+20
109+60
FIELD 1 -WYE 9
STA.1/1+61.85
FIELD l - PIPE CIO: l2 " 50R -35 INV. 6308.83
FIELD l - PIPE F9: 6" PERF SDR -35 INV. 63/0.59
12" SDR -35 WYE INV. 6308.83
FIELD l - PIPE CIO
111.10 1.F. of l2"SOR -35 1.001
FIELD l -WYE 10
STA.1/3+03.21
FIELD l - PIPE C11: l2 " SDR -35 INV. 63/021
FIELD l - PIPE F10: 6" PERF 50R -35 INV. 63/2.00
12" SDR -35 WYE INV. 63/0.21
FIELD l - PIPE C l I
111.10 L.F. of l2"SOR -35 1.001
FIELD 1 -WYE l l
STA.1/1+1163
FIELD l - PIPE F / / :6" PERF SDR -35 INV. 63/3.12
FIELD l - PIPE C1/:12"SOW -35 INV. 63/1.65
6307.2/ FL
63/0.5 FG
h
O
CI,
cpp cpo
9J 601E9
72 /9''10E9
0
0
p
b b
6308.0/ FL
63143 FG
N
O
O
b
O
p
p
b
b
b
O
p
Om
p
„
b
O
p
y
b
N
b
O
O
0
b
p
N
b
6309.1/ FL
63/2.8 FG
h p
zii N
0 „
b
b
pi
0
O
O
O
of
p
b
p
p
b
p
p
2
0
O
p
om
(om 40
N
O p
b
p
p
b
p
p
b
O
O
Om
-
G
b
p
O
p
d
b
O
b
d'
Om
42)
p
b
d'
1p
h p
d'
b
b
O
O
h
(---C.:-;
1/0+00
1/0+10
1/0+80
1/1+20
1/1+60
1/2+00
1/2+10
1/2+80
1/3+20
1/3+60
1/1+00
1/1+10
6320
63/5
63/0
6305
6300
6295
6305
6300
6295
ti
b
1/0+00
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F. (866) 876-5873
CHECKED BY. RBG
DRAWN BY- VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
10/22/2019
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCT/ON
C35
FIELD 2 - PIPE C.91
BIO -PIPE 1
STA: 109+0528
FIELD 2
FIELD 2 - PIPE CI
NOTE:
I. REFER TO UNDERDRAIN DET,4IL ON SHEET CI
FIELD 2 - PIPE CI
40
0
20
GAPHIC SCALE
40
80
160
FIELD 2 - PIPE C9
FIELD 2 - PIPE C7
FIELD 2 - PIPE C3
FIELD 2 - PIPE C2
FIELD 2 - PIPE C8
FIELD 2 - PIPE C6
FIELD 2 -WYE
STA: 103+29.32
FIELD 2 -WYE 3
STA: 102+21.06
FIELD 2 -WYE 2
STA: 101+12.80
STA: 100+01.51
OFF: 0.00'
777777 217r-rL--7-
STA: 106+51.10
FIELD 2 - PIPE CIO
STA: 109+13.13
OFF: 0.00'
FIELD 2 -WYE 9
STA: 108+70.62
STA: 107+62.36
STA: 105+1581
STA: 101+37.58
FIELD 2 -WYE 10
STA: 110+32.93
OFF: 0.00'
FIELD 2 - PI C11
6296
CO -10
CO cr,
CD
CIA
CD r -
CS
TRACT C
RA
FIELD 2-WtE II
STA: 112461.95
VAW
IRR
IRR
CS, \
—
IRR
RR
RA
LOT 2
IRR
-10
CO
Afk
6296
END ALIGN.
CULVERT 2 ALIGNMENT
El 17753.16
TRACT 8
cn
CO -go
Ln
212
6
-73
CO
Zit
-73
CO C -J
-73
I IN FEET 1
C 170
Lu
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F: (866) 876-5873
CHECKED BY: RBG
DRAWN BY: VJT
McCL URE RIVER RANCH
>-
Er I
cn
cn
START ALIGN.
CULVERT 2 ALIGNMENT
El 17753.16
\ ,/
IRR
RAW
IRR
IRR
RAW
IRR
IRRRAW
IRR
1VAW IRR
LOT 3
IRR
1\
IRR
-71
C CAP (TYP. ALL PERFORATED UNDERDRAIN LINES)
LOT
RIPTION
CARBONDALE, CO 81623
JOB #: 2017-13
FOR
CONSTRUCTION
CC
C36
WCD -PIPE 6
20.83 L.F. of /2" SDR -35 X 20.7/1
WCD -PIPE 7_
32.16 L.F. of /2" SDR -35 ' 2.7/1
DAYLIGHT CURTAIN DRAIN
STA.315+39.17-
0/S 0.00•
TRACT C
WCD-BEND 5
STA : 3/1+8668
OFF: 0.00'
WCD -PIPE 5
910.91 L.F. of 12" PERF. SDR -35 0.301
FIELD 2
NOTE
I. REFER TO CURTAIN DRAIN PROFILES ON
SHEETS C36.I AND C36.2.
40 0
GRAPHIC SCALE
20 40
80 160
WCD-BEND 1
STA : 305+1571
OFF: 0.00'
n —�- sbn �n Asn — Sbn—S�n ,
0 0
0 0
WCD-BEND 6
STA : 3/5+07.08
OFF: 0.00'
WCD -PIPE 3
3/.15 L.F. of /2"PERF. SDR -35 0.301
1 IN FEET )
1 inch =AO ft.
WCD -PIPE 1
5.0/ L.F. of /2"PERF. SDR -35 0.301
m
1
1
1
1
WCD -PIPE 2
173.12 L.F. of 12" PERF. SDR -35 1.001
WCD-BEND 3
STA : 305+10.73
OFF: 0.00'
I
6
0
6,
m
m
END ALIGN.
CULVERT 2 ALIGNMENT
S TA.20+1/. 00
N20/669.36
E117753.16
START ALIGN.
CUL VERT 2 ALIGNMENT
STA.20+00.00
N20/7/0.35
E117753.16
o BEGIN WEST CURTAIN DRAIN (WCD)
BEGIN EAST CURTAIN DRAIN (ECD)
S T A.300+ 10.00=
STA. 400+10.00
30/+001
m
m
416,4;
PONDI2 MANHOLE
STA : J10+ 1853
OFF: 0.00'
RAW
STA : 109+99.28
OFF: 0.00'
ECD -PIPE 2_I
963.39 .F. of /2" PERF. SDR -35 0.301
ECD -PIPE 3
/ 39 L.F. of /2"SDR -35 6.001
IRR IRR
/P,7\
IRR
IRR
IRR
IRR
IRR
ECD -BEND /
STA : 100+3589
OFF: 0.00'
Vir
m
L
WCD -P PE
25.89 L. o 12" PERF. SDR -3 1.001
LOT 6
WCD -BEND /
STA : 300+3589
1
1
ECD-PI'E /
25.89 L. ' o ' 12- PERF. SDR -3' n 0.301
LOT2
LOT3
r
LOT
1
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F: (866) 876-5873
CHECKED BY: RBG
DRAWN BY. VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
DESCRIPTION
REVISED CONSTRUCT. SET
I
JOB #: 2017-13
FOR
CONSTRUCT/ON
C3 7
6300
6295
6290
6285
6280
6275 ,,
FIELD 2 - PIPE C5
108.26 L.F. o f 12" SOR -35 0.30%
FIELD 2 COL L EC TOR LINE
STA. 100+00.00 TO ST/. 105+00.00
SCALE.- 1"= 20' HORZ
SCALE.- 1"=10' VERT
FIELD 2 -WYE l
STA./00+01.54
FIELD 2 - PIPE F1: 6" PERF SDR -35 INV. 6291.49
12" SDR -35 WYE INV. 6293.82
EXISTING GRADE PROPOSED GRADE
FIELD 2 - PIPE C1.
FIELD 2 -WYE 5 /0526 L .F. Of /2" SOR -35 0.30%
STA.104+37.58
FIELD 2 - PIPE C4: 12" SOR -35 INV. 629252
FIELD 2 - PIPE F5: 6" PERF SDR -35 INV. 6293.81
12" SDR -35 WYE INV. 6292.52
FIELD 2 -WYE
STA.103+29.32
FIELD 2 - PIPE C3: 12" 501? -35 INV. 6292.85
FIELD 2 - PIPE Fd: 6" PERF SDR -35 INV. 6291.16
12" SDR -35 WYE INV. 629285
FIELD 2 - PIPE C3
108.26 L.F. of l2"SOR -35 0.30%
FIELD 2 - PIPE C2
108.26 L.F. of l2"SOR -35 0.30%
FIELD 2 -WYE 3
STA.102+21.06
FIELD 2 - PIPE C2: 12" SDR -35 INV. 6293.17
FIELD 2 - PIPE F3: 6" PERF SDR -35 INV. 6291.19
12" SDR -35 WYE INV. 6293.17
FIELD 2 -WYE 2
S TA. l0/ *1280
FIELD 2 - PIPE C l : 12" SDR -35 INV. 6293.50
FIELD 2 - PIPE F2: 6" PERF SDR -35 MV. 6291.8/
12" SDR -35 WYE INV. 6293.50
FIELD 2 - PIPE CI
108.26 L .F. Of 12" SDR -35 0.30%
i
b
b
b
N
b
O
b
b
O
6292.57 FL
62950 F6
b
O
b
b
�'
b
6292.8/ FL
62952 FG
N
b
6292.93 FL
6296.0 F6
ko
b
0
6293.05 FL
62959 FG
6293. /l FL
62959 F6
6293.17 FL
62959 FG
ti
N
b
O
b
O
0
b
O
h
b
h
b
N
6293.53 FL
6296.3 FG
h
b
6293.65 FL
6296.6 FG
6293.7/ FL
6296.7 FG
b
4_
O
105+00
6300
6295
6290
104+80
/04+40
6" SOD CAP OVER MANHOLE
FIELD 2 - PIPE CIO
119.52L.F. of 12"SOR-35 1.75%
104+00
103+60
FIELD 2 - PIPE C9.1
8.16L.F. of 12"SOR-35 1.6/%
103+20
FIELD 2 - PIPE C9
31.70L.F. of l2"SOR -35X1.6/%
PROPOSED GRADE
102+80
102+40
FIELD 2 COL L EC TOR LINE
ST/. 105+00.00 TO STA. 110+00.00
SCALE.- 1"= 20' HORZ
SCALE.- 1"=10' VERT
FIELD 2 - PIPE C8
108.26 L.F. o f 12" SOR -35 0.30%
102+00
101+50
FIELD 2 - PIPE C7
108.26 L.F. of l2"SOR -35 0.30%
101+20
100+80
FIELD 2 -WYE 6
S TA.105+45.84
FIELD 2 - PIPE C5: 12" SDR -35 INV. 629220 -
FIELD 2 - PIPE F6: 6" PERF SDR -35 INV. 6293.5/
12" SDR -35 WYE INV. 629220
FIELD 2 - PIPE C6
108.26 L .F. Of 12" SDR -35 0.30%
100+40
EXISTING GRADE
6300
6290
6280
6275
/00+00
6285 BASIN 1 -MH l
STA.109+13.43
RIM 6293.33
6280 FIELD 2 - PIPE C9.1:12" SDR -35 INV. IN 6289.25
FIELD 2 - PIPE C10:12"SOR -35 INV. IN 6289.25
B /0 -PIPE 1 :12" SDR -35 INV. OUT 6286.46
6275,
O
FIELD 2 - BEND l
225° HORIZ. BEND
S TA.109+05.28
FIELD 2 - PIPE C9:12" SDR -35 INV. IN 6289.63
FIELD 2 - PIPE 09.1:12" SDR -35 INV. OUT 6289.63
FIELD 2 -WYE 9
S TA.108+70.62
FIELD 2 - PIPE C8: 12" SOR -35 INV. 6291.22
FIELD 2 - PIPE F9: 6" PERF SDR -35 INV. 6292.54
12" SDR -35 WYE INV. 6291.22
FIELD 2 -WYE 8
S TA.107+6236
FIELD 2 - PIPE C7: 12" SDR -35 INV. 6291.55
FIELD 2 - PIPE F8: 6" PERF SDR -35 INV. 629286
12" SDR -35 WYE INV. 6291.55
FIELD 2 -WYE 7
STA.106+51./0
FIELD 2 - PIPE C6: l2"SOR -35 INV. 6291.87
FIELD 2 - PIPE F7: 6" PERF SDR -35 INV. 6293.19
12" SDR -35 WYE INV. 6291.87
p
b
b
G
O
h
O
N
G
O,
b
p
p
b
G
O
n
of
b
b
O
c`i
O
ioj
pj
b
b
c`i
0
o3
0
b
O
O
b
�o
O
b
5291.26 FL
6293.6 FG
6291.32 FL
6293.7 FG
6291.38 FL
6293.8 FG
6291.15 FL
6293.8 FG
b
O
, i
O
h
b
O
03
O
b
b
O
G
O
b
�'
b
G
O
6291.77 FL
6294.1 FG
0
b
N
0
O
0
N
ei
O
b
ti
b
ei
O
5292.02 FL
62941 FG
b
0
b
hh
er
O
c\i
h
ci
O
6292.20 FL
6291.5 FG
5292.25 FL
62916 FG
c
�h
ti
b
4_
0i
O
110+00
6305
6300
6295
6290
6285
6280
109+60
109+20
108+80
108+40
108+00
FIELD 2 COL L EC TOR LINE
ST/. 110+00.00 TO ST/. 11`3+00.00
SCA L E.- 1"=20' HORZ
SCA LE.- 1"=10' VERT.
FIELD 2 -WYE 11
STA. /12+61.95
FIELD 2 - PIPE F / / : 6" PERF SDR -35 INV. 6295.83
12" SDR -35 WYE INV. 6293.63
EXISTING GRADE
107+60
FIELD 2 -WYE 10
W/ 11.25° BEND
STA. l /0+32.93
FIELD 2 - PIPE C11: 12" SDR -35 INV. 629/.34
FIELD 2 - PIPE F/0: 6" PERF SDR -35 INV. 6293.58
12" SDR -35 WYE INV. 6291.31
PROPOSED GRADE
107+20
FIELD 2 - PIPE 011
229.03 L.F. of 12" SDR -35 1.00%
FIELD 2 - PIPE CIO
11,9.52 L.F. of l2"SDR -35 1.750
113+00
112+80
/12+40
112+00
11/+60
1/1+20
110+80
/10+40
106+80
6300
6290
6280
b
110+00
106+40
106+00
105+60
105+20
BV SIN 1 OUTLET
STA. 20+00.00 TO ST/. 20+4,3.16
SCALE.- 1"= 20' HORZ
SCA LE.- 1"=10' VERT.
12" SOD CAP OVER MANHOLE
BASIN 1 -MH l
STA.109+13.43
R 629283
FIELD 2 - PIPE C9. l : l2 "SDR -35 INV. IN 6289.25
FIELD 2 - PIPE C10:12" SDR - 35 INV. IN 6289.25
8/0 -PIPE 1:12" SDR -35 INV. OUT 6286.46
6300 6300
B 10 -PIPE l
29.99 L.F. of l2"SOR -35 1.00%
6295
6290
6280
6275
DAYLIGHT PIPE
ST A.20+36.19
ELE V.6266.16
I<
6293.70 FL
62856 FG
6293.6/ FL
6296.8 FG
6293.1/ FL
6296.6 FG
6293.2/ FL
6296.1 FG
6292.8/ FL
6296.1 FG
6292.6/ FL
62959 FG
6292.1/ FL
62957 FG
6292.2/ FL
62955 FG
6292.0/ FL
62953 FG
6291.8/ FL
62951 FG
4,
co
p
N
b
Cr)
b
113+00
112+80
/12+40
112+00
11/+60
1/1+20
110+80
/10+40
106+80
6300
6290
6280
b
110+00
106+40
106+00
105+60
105+20
BV SIN 1 OUTLET
STA. 20+00.00 TO ST/. 20+4,3.16
SCALE.- 1"= 20' HORZ
SCA LE.- 1"=10' VERT.
12" SOD CAP OVER MANHOLE
BASIN 1 -MH l
STA.109+13.43
R 629283
FIELD 2 - PIPE C9. l : l2 "SDR -35 INV. IN 6289.25
FIELD 2 - PIPE C10:12" SDR - 35 INV. IN 6289.25
8/0 -PIPE 1:12" SDR -35 INV. OUT 6286.46
6300 6300
B 10 -PIPE l
29.99 L.F. of l2"SOR -35 1.00%
6295
6290
6280
6275
DAYLIGHT PIPE
ST A.20+36.19
ELE V.6266.16
I<
6293.70 FL
62856 FG
5285.51 FL
20+10
6290
6285
6280
6275
6300
6290
6280
6275
105+00
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F. (866) 876-5873
CHECKED BY. RBG
DRAWN BY VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
10/22/2019
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCT/ON
N
C38
63/0
6300
6290
6280
6275,
63/0
6300
6290
6280
6275
WCD -PIPE /
2589 L.F. of 12" PERF. SDR -35 1.001
PROPOSED GRADE
FIELD 2 WEST CURT/IN 00/IN
ST/. 300+00.00 TO ST/. 305+00.00
SC/LE- 7 "=20' HORZ
SC/ L E.. 1"-10' /ER T
EXISTING GRADE
WCD -PIPE 2
173.12 L.F. of 12" PERF. SDR -35 /.001
�IRRIGA TION LINE CROSSING
WCD -BEND 1 STA. 30/+11.18
12" 15° HORIZ. BEND INV. EL E V. 6296.77
5T A.300+3589
WCD-PIPE 1:12" PERF. SDR -35 INV. IN 6298.82
WCD -PIPE 2:12" PERF. SDR -35 INV. OUT 6298.82
2
0
o)
coO
o,
N
O
v
`b
O
O
6298.58 FL
6300.8 FG
`b
cr)
o
O
ao
a
LL
a
o
o
s
`�
2
N
O
O
6297.78 FL
6300.0 FG
629Z58 FL
6299.8 FG
6297.38 FL
6299.6 FG
6292 /8 FL
6299.4 FG
a
cp
a
l7
N
rn
6296.78 FL
6299.0 FG
6296.58 FL
6298.8 FG
6296.38 FL
6298.6 FG
6296.18 FL
6298.1 FG
6295.98 FL
6298.2 FG
c,
h
o,
LL
O
o,
L
h
h
o
o -)o,
6295.38 FL
6297.6 FG
629518 FL
6297.1 FG
a
.."`tiO
l7
o,
v
ci
O
rn
529458 FL
6296.8 FG
529438 FL
6296.6 FG
300+00
63/0
EXISTING GRADE
6300
6290
6280
6275
Lcj
300+10
300+80
WCD-BEND 3
/2 "15° HORIZ. BEND
5T A . 305+10.73
WCD -PIPE 3:12" PERF. SDR-351/VV. IN 6291.00
WCD-PIPE 1:12" PERE. SDR-351NV. OUT 629100
301+20
WCD-BEND 1
12" 15° HORIZ. BEND
S TA. 305+15..71
WCD-PIPE 1:12"PERF. SDR -35 INV. IN 6293.98
WCD -PIPE 5:12" PERE. SDR -35 INV. OUT 6293.98
WCD -PIPE 1
5.0/ L.F. o f /2" PERF. SDR -35 @ 0.301
WCD -PIPE 3
31.15 L.F. of 12" PERF. SDR -35 4) 0.301
301+60
302+00
302+10
302+80
FIELD 2 WEST CURT/IN 00/IN
ST/. 205+00.00 TO ST/. 370+00.00
SC/LE. 7 "=20' HORZ
SC/ L E. 1"-10' /ERT.
WCD -PIPE 5
910.91 L.F. of /2" PERF. SDR -35 0.30$
303+20
303+60
301+00
301+10
PROPOSED GRADE
301+80
63/0
6305
6300
6295
6290
6285
6280
5275
czo
a
305+00
6294 /8 FL
6296.5 FG
629405 FL
6296.5 FG
O
O
6293.87 FL
6296.7 FG
6293.8/ FL
6296.6 FG
6293.75 FL
6296.5 FG
6293.69 FL
6296.5 FG
O
O LCS
6293.5/ FL
6296.3 FG
1p
OLtS
LO
6293.39 FL
6296.2 FG
O
N
cep
O
b
b
Cr',
O
OLri
LO
6293.03 FL
6295.8 FG
6292.96 FL
6295.8 FG
6292.90 FL
6295.7 FG
5292.81 FL
6295.6 FG
5292.78 FL
6295.6 FG
b
O
kp
b
O
LO
305+00
305+20
GAS LINE CROSSING
STA. 3/0+52.51
INV. EL E V. 6293.11
305+60
306+00
APPROX. L OCA TION OF EXISTING GAS LINES.
POTHOLE CROSSING PRIOR TO CONSTRUCTION.
GAS LINE CROSSING
STA. 3/0+57.62
INV. ELEV. 6289.65
GAS LINE CROSSING
STA. 3/0+5Z7/
INV. EL E V. 6291.15
306+10
306+80
307+20
307+60
FIELD 2 WEST CURT/IN 00/I0
ST/. 270+00.00 TO ST/. 375+48.22
SC/LE.' 7 "-20' HORZ
SC/ L E.. 1"-10' /ERT.
WCD -PIPE 5
910.91 L.F. of 12" PERF. SDR -35 0.30.E
308+00
EXISTING GRADE
308+10
308+80
PROPOSED GRADE
309+20
309+60
STORM DRAIN CROSSING
STA. 3/5+10.50
INV. EL E V. 6289.36
WCD-BEND 6
/2" 15° BEND (ROTATED)
5T4.3/5+07.08
WCD -PIPE 6:12" SDR -35 INV. IN 6286.90
WCD -PIPE 7:12" SER -35 INV. OUT 6286.90
63/0
6305
6300
6295
6290
6285
6280
5275
b
b
3/0+00
IRRIGATION LINE CROSSING
STA. 3/5+16.65
INV. EL E V. 6291.08
63/0
---------------
WCD-BEND 5
/2" 15° BEND (ROTATED)
5 TA. 3/1 +86.68
WCD -PIPE 5:12" PERF. SDR -35 INV. IN 6291.12
WCD -PIPE 6:12" SDR -35 INV. OUT 6291.12
WCD -PIPE 6
20.83 L.F. of /2" SDR -35 X 20.7/4
WCD -PIPE 7
32.16 L.F. of 12"SDR -35 4)2.7/1
DAYLIGHT PIPE
ST A.315+41.29
EL EV .5285.97
Cr)`er
co
er
h
Cr.
h
c\i
C7)
rn
a
co
rn
6292.12 FL
6295.2 FG
Cr)`er
co
h
rn
6292.30 FL
62951 FG
6292.21 FL
6295.0 FG
N
a
o
h
rn
o`er,'
co
or)
G
rna
o
c\;
rn
G
rn
off,
oeN ,
co
°j
d'
oa
a
G
c
o,
co
G
rna
w o
G
rn
o,
co
o
G
rna
G
rn
o,
co
a
d'
c:)-
h
Cr)
"
rn
p,
co
o
d'
Oo,
Lo
Q
d'
rn
co co
�;
o,
cp
"�
oa cN
d'
es,. o
�,
•
oc\J,
cc)
d'
rna
N o
"
rn
a
co
o
G
Cr)CN
cc,
6288.37 FL
6293.8 FG
co
rn
ow
o
b
3/0+00
3/0+10
3/0+80
3/1+20
3/1+60
3/2+00
3/2+10
3/2+80
3/3+20
3/3+60
3/1+00
3/1+10
3/1+80
3/5+20
6305
6300
6295
6290
6285
6280
6275
3/5+18.32
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F: (866) 876-5873
CHECKED BY. RBG
DRAWN BY. VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
›-
CO
5
cL
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCT/ON
C39
63/0
6300
6290
6280
63/0
6300
6290
6280
ECD -BEND /
12" 15° BEND
ST A.100+ 3589
ECD -PIPE 1:12" PERF. SDR -35 INV. IN 6299.63
ECD -PIPE 2:12" PERF. SDR -35 INV. OUT 6299.63
FIELD 2 EAST CURTAIN DRAIN
STA. 400+00.00 TO STA. 405+00.00
SCA L E: 7 "= 20 ' HORZ
SCALE: 7"-70' /ERT
ECD -PIPE /
25.89 L.F. of /2"PERF. SDR -35 & 0.301
IRRIGA TION LINE CROSSING
STA. 10/+11.18
INV. ELEV. 6297.9/
ECD -PIPE 2
963.39 L .F. of 12" PERF. SDR -35 0.301
o
�o
v
e
a
Cr)
(.o
L.vL.v
N
o
�o
77099
73 Z9 6629
h
a
ko
o
m
93 9'1 0E9
73 056629
a
a
Cr)
�o
ti
o-
co
v
ti
o
�o
6299.32 FL
630/.1 FG
vL.v
a
t
o
o
6299.20 FL
6301.0 FG
�+
a 01
rn
o
o
v
o
a
Cr)
b
Cr",
o
o
v
o
o
o
v
a
a(NI
b
o
o
v
off1
`b
L.v
0
o
6298.81 FL
6300.6 FG
°�°
°�
0
o
v
ti
ac\I
b
-,
o
oc,Th
v
e
`b
a
0
o
5298.60 FL
6300.1 FG
v
°o
b
o
o
v
w
a
o
o
v
Nq
`b
0
o
5298.36 FL
6300.1 FG
v
0
0-5
`b
b
100+10
100+80
101+20
GAS LINE CROSSING
STA. 106+1/.16
INV. ELEV. 6295.85
6A5 LINE CROSSING
STA. 106+20.1/
INV. ELEV. 62.95.55
GAS LINE CROSSING
STA. 106+29.1/
INV. ELEV. 62.9473
10/ +60
102+00
ECD -PIPE 2
963.39 L .F. of /2" PERF. SDR -35 0.301
1021-10
102+80
FIELD 2 EAST CURTAIN DRAIN
STA. 405+00.00 TO STA. 470+57.00
SCALE 7"— 20' HORZ
SCALE: 7"-70' /ERT
103+20
103+60
101+00
101+10
101+80
POND 2 MANHOLE
5' DIA. CONC. MANHOLE
STA.1/0+18.53
5117 6299.90
0 V3 -IRR. PIPE :18" SDR -35 INV. IN 6290.56
ECD -PIPE 3:12" SDR -35 INV. IN 629570
0V3. /-IRR. PIPE :18" SDR -35 INV. OUT 6290.56
ECD -PIPE 3
17.39 L.F. of /2" SDR -35 6.001
ECD -BEND 2
/2"15° BEND
5 TA. 309+99.28
ECD -PIPE 2:12" PERF. SDR -35 INV. IN 6296.71
ECD -PIPE 3:12" SDR -35 INV. OUT 6296.71
IRRIGATION LINE CROSSING
STA. 1/0+02.8/
INV. ELEV. 6295.32
63/5
63/0
6305
6300
6295
6290
6285
6280
c.
o
93 00099
73 8/ 8629
o
co
6298.00 FL
6299.8 FG
a
6297.88 FL
6299.7 FG
6297.82 FL
6299.6 FG
629770 FL
6299.5 FG
6297.61 FL
6299.1 FG
6297.58 FL
6299.1 FG
h
a
N
N4
5297.31 FL
6299.1 FG
6297.28 FL
6299.1 FG
6297.01 FL
6298.8 FG
6296.92 FL
6298.7 FG
C-)
4-
QCS
Cr)
Q,00)
a
0)
o,
rn
0)
o
Cr)CII. Q,r3
Cr-)
o
0-)
0)
C-)
rn0
o,
o,
rn
Lo
�o
o
o
o
�o
o
�o
o
o
�o
o
o
�o
o
o
b
co
b
b
co
b
Lo
105+20
105+60
106+00
106+10
106+80
107+20
107+60
108+00
108+10
108+80
109+20
109+60
1/0+00
63/5
63/0
6305
6300
6295
6290
6285
6280
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F: (866) 876-5873
CHECKED BY. RBG
DRAWN BY. VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
›-
CO
5
cL
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCT/ON
C40
63/0
6300
6290
6285
PROVIDE 12" OF CO VER
0 VER MANHOL E
8/ SIN 2 STORM OR/ IN
S T/ . 500+00.00 TO S T/ . 50J+70. 00
SC/LE.. 7"- 20' H03Z
SC/LE.. /"-/0' /ERT.
EXISTING GRADE
PROPOSED GRADE
/.
r-2.2'
BASIN 2 -MH / B20 -PIPE 2
STA.5004/a9938.04L.F. of /2"SDR-35 ' 2.13%
RIM 6303.70
FIELD / - PIPE Cd:12"SDP -35 INV. IN 630225
FIELD / - PIPE C5:12" SDR -35 INV. IN 630225
B20 -PIPE 2:12" 508 -35 INV. OUT 630/.25
GASLINE C !' ING
STA. 501+60.80
INV. ELEV. 6300.15
GAS LINE CROSSING
STA. 50/+72.48—
INV. ELEV. 6300.62
GAS LINE CROSSING
STA. 501+82.09
INV. EL E V. 6299.24
B20 -PIPE 4
82.58 L.F. o f /8" SDR -35 & 0.50%
500+00
500+10
POND -3 MANHOLE
S TA. 503+ 11.55
RIM63027/
,OV5-IRR. PIPE :18" SDR -35 INV. IN 6297.18
820 -PIPE 5 INV. IN : 6295.50 18" SDR -35
820 -PIPE 6 INV. OUT :6295.50 /8" SDR -35
63/0
6300
6290
6285,
500+80
501+20
50/+60
502+00
8/ SIN 2 STORM DR/ IN
STS. 50J+70. 00 TO ST/. 506+27.99
SC/ LE.. 7 "= 20 ' HORZ
SOLE.. 7"-70' /ERT
EXISTING GRADE
B20 -PIPE 5
208.6/ L.F. of /8"SDR-35 @ 0.50%
502+10
DAYLIGHT PIPE
STA .505+25.30
EL E V.5294.45
502+80
63/0
6305
6300
6295
6290
6285
h
503+10
6295.52 FL
6302.7 EG
0
O,
6300.54 FL
6301.8 FG
N
o
0 c\ICN c,Th
�3 S Z0E9
6/ 5629
0
0
6299.08 FL
6303.8 FG
0
n
O,
6298.11 FL
6303.6 FG
629763 FL
6305,1 FG
h 0
Cl.
a
Q3,
o
Cr,
6296.17 FL
6302.8 FG
6295.87 FL
6301.3 FG
�
LL
0
0
o
h
o
o
�'
o
CN
o
h
hh
O
d
G
`cr,b
n
G
N
h
G
N
h
N
0
0
0
0
0
o
o
o,
o
o
co
c,
co
o-
co
o
chz co
a
co
co
oco
500+00
500+10
POND -3 MANHOLE
S TA. 503+ 11.55
RIM63027/
,OV5-IRR. PIPE :18" SDR -35 INV. IN 6297.18
820 -PIPE 5 INV. IN : 6295.50 18" SDR -35
820 -PIPE 6 INV. OUT :6295.50 /8" SDR -35
63/0
6300
6290
6285,
500+80
501+20
50/+60
502+00
8/ SIN 2 STORM DR/ IN
STS. 50J+70. 00 TO ST/. 506+27.99
SC/ LE.. 7 "= 20 ' HORZ
SOLE.. 7"-70' /ERT
EXISTING GRADE
B20 -PIPE 5
208.6/ L.F. of /8"SDR-35 @ 0.50%
502+10
DAYLIGHT PIPE
STA .505+25.30
EL E V.5294.45
502+80
63/0
6305
6300
6295
6290
6285
h
503+10
6295.52 FL
6302.7 EG
0
O,
o
0
N
o
0 c\ICN c,Th
�3 S Z0E9
6/ 5629
0
0
C.....
O,
0
n
O,
o
0
b
h 0
Cl.
a
Q3,
o
Cr,
503+10 503+20
503+60
504+00
501+10
501+80
505+20
505+60
506+00
63/0
6305
6300
6295
6290
6285
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F: (866) 876-5873
CHECKED BY. RBG
DRAWN BY. VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
>-
m
cL
DESCRIPTION
REVISED CONSTRUCT. SET
lzh 1
JOB #: 2017-13
FOR
CONSTRUCTION
C41
W6,4'
4 8
s
1
SEs
START POND-/ TO POND -2
N20/879.39
El 17810.90
LOTI
7 -
END NORTH IRRIGATION LINE
N20/872.7/
E//7930.11
START EAST IRRIGATION LINE
N20/890.81
E119052.66
15° BEND
N202068.20
El /8010.72
EXISTING BASIN DITCH LATERAL
IRRIGATION DIVERSION BOX
SEE DETAIL
CP'
15° BEND
N202060.09
E118029.13
IRRIGATION POND -1
START POND -2 TO WETW
N20/67/. 62
E117611.22
ES ES
G G
END 'OND -1 T
N20/6J7.12
E117611.86
ADD BENDS aS'NECESSARY TO
RETAIN EXISTING TREES
NORTH IRRIGATION LIN
So
IRRIGATION SPLITTER BOX
SEE DETAIL
POND -2
PARSHALL FLUME
SEE DETAI
RA
ART NORTH IRRIGATION LINE
N201888.13
E119297.85
I TO POND -2
TE VALVE
ti
TRACT A
,+R
POND -2 TO WETWELL
15° BEND
N20/590.80
E/ /7916.22
START IRRIGATION
WETWELL TO FIELD /
N201171.81
E117733.13
LOT 3
15° BEND-
N20/5Y2 86
17986.76
15° BEND WITH THRUST BLOCK AND MEGAL UGS.
MIN. 5 50. FT. CROSS SECTIONAL AREA OF
THRUST BLOCK AGAINST UNDISTURBED EARTH.
VERTICALLY DEFLECT AS NECESSARY TO
CONSTRUCT BELOW RAW WATER FEED.
TYPICAL ON ALL PRESSURIZED IRRIGA TION 15° BENDS ALONG THE FIELD.
TIE RODS CAN BE USED INSTEAD. MIN. 13' L ENG TH.
/V20/37/.1/
E118958.15
EAST I'.,' GATIO INE
END POND -2 TO WETWELL
N201171.81
,GEll30.6/
- IRRIGATION
NTAKE : YPASS
X G
X
X-
X -G
IEND IRRIGATION
WETWELL TO FIELD /
N201523.89
E//817.56
15° BEND
N20/363.30 50
E118916.56
TRACT B
START POND -3 TO WETWELL
N20/165.. 31
E117730.6/
RAW
LOT2
POND -3 TOET WELL
RAW WA ER LINE
LOT l
END POND -3 110 WETWELL
N20/293.50
E117939.71
END POND -3 O VERFL OW
N201212.53
El 17902 96
POND -3 OVERFLOW RAW
WATER LINE
IRRIGATION POND -3
END EAST IRRIGATION LINE
N20/28110
E118080.29
START POND-30VERFLOW
1V20/273.16
E/ /7933.89
TRACT C
60
NOTE:
I. SEE SHEET C6 FOR HORIZONTAL CONTROL POINTS FOR
IRRIGATION AND RAW WA TER UTIL I TIES.
0
GRAPHIC SCALE
30 60
120
240
( IN FEET I
1 inch =60 ft.
1
1
ROARING FORK ENGINEERING
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH-- (970)340-4130 F--(866)876-5873
CHECKED BY. RBG
DRAWN BY. VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
Lu
DESCRIPTION
REVISED CONSTRUCT. SET
I
JOB #: 2017-13
FOR
CONSTRUCTION
C42
NOTE
1. SEE SHEET C6 FOR HORIZONTAL CONTROL POINTS FOR
IRRIGA TION AND RA W WA TER UTIL 1 TIES.
60
GRAPHIC SCALE
0 30 60 120
LOT 5
cP
50
CP
CP
CP
CP
IR
GA TION POND -1
50
so
S')
s0
A ON WETWELL TO FIEL ` 2
N201631. /
E117528
CARBONDALE COLORADO, 81623
PH: (970)340-4130 F:(866)876-5873
CHECKED BY. RBG
DRAWN BY. VJT
CP
TRACT A
c:
So
CP
TRACT B
SO
Sc
S)
cz
X -G
X -G
X -G
c.P
X -G
X -G
X -G
X -G
X -G
X G
DRAWN BY
McCL URE RIVER RANCH
)—
EXISTING GAS EASE
CENTRAL IR
PUMP AND
IGAT ON
ETW L
RAW
START IRRIGATION WETWEL4
N2
so " E//
ELD 2
193.59
733.13
cc,
START IRRIGA TIO FIELD 2
0/09/.32
E 17528.16
LOT2
LOT /
0
POND -2 OVERFLOW
IRR
\V --,_,
* ' v
' 1/
'
240
( IN FEET )
1 inch =60 ft.
'END POND -2 0 VERFL OW
N200969. 03'4
\E//753/. 96
z
\l/ \fr \fr \fr \l/ \l/ \fr \l/
1'
\fr \fr \fr \fr \fr \fr \fr
\fr \fr \fr \fr
.1, vL \fr
\fr \fr
IRRIGATION POND -3
TRACT C
DESCRIPTION
REVISED CONSTRUCT. SET
CARBONDALE, CO 81623
JOB #: 2017-13
FOR
CONSTRUCT/ON
OK
7 0 LC2
M�
J
C43
SEE COMMON TRENCH DETAIL
FEED 2 -IRR. PIPE
10553' OF /2" P.I.P. 1.001
N2 -IRR. PIPE
/ '.26' OF /2"P.I.P. 1)2.501
TRACT B\_
N1 -/RR. PIPE BEND
12" 90° HORIZ. BEND
(ROTATE TO FIT)
STA: 112+98.56
OFF.. 0.00'
FEED 3 -IRR. PIPE
10.72' OF 12" P.I.P. 11 1.001
FEED 1 -IRR. PIPE
2" P.I.P. 5.151
FEED 1 -/RR. PIPE BEND
12"22.5° HOR/Z. BEND
(ROTATE TO FIT)
STA: 100+67.27
OFF: 0.00'
FEED / -IRR. PIPE
57.16' OF 12" P.I.P. 1) 3.3/1
CP
req
EXISTING CULVERT
N2 -/RR. PIPE BEND
12" 45° HOR/Z. BEND
STA: 114+20.8
OFF: 0.00'
N/ -IRR. PIPE
1038.,40' OF /2" P.I.P. 1.001
50
50
So
<Do
So
50
7
CP
LOT 41
N3 -IRR. PIPE �o
89.18' OF 12" P.I.P. & 2.501
50
CP
So
o1
POND - I
N3 -IRR. PIPE BEND
12" 45° HOR/Z. BEND
STA: 115+10.00
OFF- 0.00'
So
TRACT A
50
IRRIGATION SPLITTER BOX
5'x 5' CONCRETE STRUCTURE
STA: 102+59.66
OFF: 0.00'
CP
CP
So
50
50
RA
FEED 2 -/RR. PIPE BEND
12"22.5° HOR/Z. BEND
STA: 101+72.81
OFF.- 0.00'
9" PARSHALL FLUME
STA.102+16.19
0/S 0.00'
SEE DETAIL.
N4 -IRR. PIPE
21.16' OF 12" P.I.P. 2.501
So
so
<Do
50
So
1
CP
50
co
OUTLET PIPE
STA.I15+31.16
0/S 0.00'
50
CP
So
So
c,0
EXISTING GRADE
N4 -IRR. PIPE STA.I15+31.16
INV. OUT ELEV.6302.I7
POND -1 WATER SURFACE
ELEV. = 6304.00'
6330
6320
63/0
6300
6290
6280
62755LT
0
N3 -IRR. PIPE BEND
/2" 45° HORIZ. BEND
STA: //5+1000
INV. ELEV. 6302.70'
7co
N2 -IRR. PIPE BEND
/2" 45° HORIZ. BEND
STA : 114+20.82
INV. ELEV. 6301.92'
NI -IRR. PIPE BEND
12" 90° HORIZ. BEND
(ROTATE TO FIT)
STA : /12+9556
INV. ELEV. 6307.98'
co
NORTH RAW WA TER LINE
SCALE 1"=60' HORZ.
SCALE: 1"=.30' VERT.
60
IRRIGATION DIVERSION BOX
5'x 5' CONCRETE STRUCTURE
STA: 100+09.82
I OFF: 0.00'
SEE DETAIL.
1
1
GADHIC SCALE
0 30 60 120
240
FEED 2 -IRR. PIPE BEND
/2" 22.5° HORIZ. BEND
STA : 101+72.81
INV. ELEV. 6320.87'
IRRIGATION SPLITTER BOX
STA :102+59.66 OFF :0.00
TOC :632400
SUMP : 63/537
FEED 1 -IRR. PIPE INV IN:63/8.37 /2" P.I.P.
E/ -IRR. PIPE INV OUT :6318.37 /2"P.I.P.
N/ -IRR. PIPE INV OUT :6318.37 /2"P.I.P.
PROPOSED GRADE
PARSHALL FLUME
STA :IO2+15.19-\
ELEV 6320.47'
( IN FEET 1
1 inch =60 ft.
IRRIGATION DIVERSION BOX
STA :100+09.82 OFF :0.00
TOC :6327.83
SUMP :6321.83
EX. DITCH CULVERT INV IN : 6323.93 24" RCP
FEED / -IRR. PIPE INV OUT :5323.83 /2" P.I.P.
FEED / -IRR. PIPE BEND
/2" 22.5° HORIZ. BEND
SRO TA TE TO FIT )-
STA : 100+6727
INV. ELEV. 6321.93'
N2 -IRR. PIPE
122.26' OF /2"P.I.P. 1)2.501
N3 -IRR. PIPE
N1 -IRR. PIPE 8918' OF /2" P.I. P.X2.501
21.16' OF /2" P.I.P. ' 2.501
NI -IRR. PIPE
1038.90' OF /2" P.I.P. 1.001
FEED 1 -IRR. PIPE
10.80' OF /2" P.I.P. 5151
FEED 3 -IRR. PIPE
10.72' OF /2" P.I.P. 1.001
FEED 2 -IRR. PIPE_
105.53' OF /2" P.I.P. 1.001
FEED / -IRR. PIPE
57.16' OF 12" P.I.P. 3.3/1
0
0
Y
N
cc)
0
0
M
0
0
Y
0
aom
o
o
h
h
D
Y
o
o
\
0
5307.11 FL
63/1./ FG
6308.16 FL
6311.5 FG
h43
oo
0
\
co
L.o
\
0
6309.36 FL
6312.7 FG
o\
co
co
p
cc,
co
`n3
vzsOG
�o
\
Cr)
O
LP,
d
�o
LP,
G
0
63/1.76 FL
63/5 / FG
63/2.16 FL
63/5.5 FG
63/2. 56 FL
63/5.9 FG
a
om
co
d
0
63/3.36 FL
63/6.7 FG
63/3.76 FL
63/7.1 FG
631416 FL
63/7.5 FG
LAM
0
i
b
t.o
0h
b
�o
ko
b
63/6.96 FL
63203 FG
i
co
n
o
63/7.76 FL
6322.1 FG
i
k0
OS
OS
NoO
0
i,o
0
43,
ti0
N
‘o
G
6321.40 FL
6321.0 FG
6321.80 FL
6321.1 FG
6322.83 FL
63251 FG
116+00
115+20
/11+10
/13+60
112+80
112+00
111+20
//0+10
109+60
108+80
108+00
/07+20
106+10
105+60
101+80
/01+00
103+20
102+10
101+60
/00+80
6330
6320
63/0
6300
6290
6280
6275
100+00
ROARING FORK ENGINEERING
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH-- (970)340-4130 F--(866)876-5873
CHECKED BY: RBG
DRAWN BY: VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
a)
Lu
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCTION
C44
/RRIGATIO SPLITTER BOX
5'x 5' CONCRETE STRUCTURE
STA: 102+59.66
OFF: 0.0D'
TRACT A
E1 -IRR. PIPE
21.71' OF 12" P.I.P. 1.001
S�
El- RR. P/PE BEND
ROTATE TO FIT
STA: 203+70.89
OFF.- 0.00'
E4 -IRR P/PE BEND
12" 45° HOR/Z. BEND
STA: 214+06.75
FF.- 0.00'
E3 -/RR P/PE BEND
12"45° HORIZ. BEND
(ROTATE TO FIT) 5�
STA: 213+85.03
OFF.' 0.00'
SEE COMMON TR PI DETAIL
E5 -IRR. PIPE
97.21' OF 12" P.I.P. 6' 1.001
E5 -/RR. PIPE BEND
12"22.5° VERT. BEND
STA: 215+03.96
OFF.- 0.00'
E6 -IRR. PIPE
20.53' OF /2" P.I.P. 6) 21.891
E2 -IRR. PIPE BEND
12" 90" HOR/Z. BEND
STA: 205+55.75
OFF: 0.00'
E6 -/RR. PIPE BEND
12"225° VERT BEND
STA: 215+24.49
OFF: 0.00' n
E7 -IRR. PIPE
91.13' OF 12" P.I.P. 1.001
N
OUTLET PIPE
STA :216+18.62
OFF: 0.00'
GAS LINE CROSSING
STA. 2/5+63.36
INV. EL E V. 6300.78
E7 -IRR. PIPE INV. OUT
ST A.216+18.62
ELEV .6297.13
POND -3 WATER SURFACE
ELEV 6304.00'
6330
6320
63/0
6300
6290
6280
GAS LINE CROSSING
STA. 2/5+51.96
INV. EL E V. 6300.86
GAS LINE CROSSING
STA. 2/5+4424
INV. EL E V. 6299.30
E6 -IRR. PIPE
E7 -IRR. PIPE 20.53' OF 12" P.I.P. 6' 21.891
9113' OF 12" P.I.P. 1.001
E6 -IRR. PIPE BEND
l2"22.5° VERT. BEND
STA : 2/5+2449
INV. EL E V. 6298.07'
E5 -IRR. PIPE BEND
l2"22.5° VERT. BEND
STA : 2/5+03.96
INV. ELEV. 6302.57'/
EG -IRR PIPE BEND
12"15° HORIZ. BEND
STA : 2/4+06.75
INV. ELEV. 6303.54'
E3 -IRR PIPE BEND
12"15° HORIZ. BEND
(ROTATE TO FIT)
STA : 2/3+85.03
INV. ELEV. 6303.76'
EAST IRRIGATION LINE
SCALE: 1"=60' HORZ.
SCALE: l "=30' VERT.
EXISTING GRADE
E3 -IRR. PIPE
829.28' OF /2" P.I.P. 1.001
E2 -IRR. PIPE BEND
12" 90° HORIZ. BEND
S TA : 205+5575
INV. EL E V. 63/2.05'
PROPOSED GRADE
- E4 -IRR. PIPE
21.7/' OF /2" P.I.P. 6 1.001
E5 -IRR. PIPE
97.21' OF 12" P.I.P. 6' 1.001
El -IRR. PIPE BEND
ROTATE TO FIT
5TA : 203+70.89
INV. ELEV. 63/482'
E2 -IRR. PIPE
18486' OF /2" & 1.501
GRAPHIC SCALE
60 120
( IN FEET 1
1 inch =60 ft.
IRRIGATION SPLITTER BOX
STA :102+59660FF:0.00
TOC :5321.00
SUMP :5316.37
FEED 1 -IRR. PIPE INV IN : 63/8.37 12" P.I.P.
El -IRR. PIPE INV OUT63/8.37 /2"P.I.P.
N1 -IRR. PIPE INV OUT 63/8.37 /2"P.I.P.
EI -IRR. PIPE
351.62' OF 12" P.I.P. 1.001
G
LN
LO
0
LCZ
ccjti
c�
0, o
co
a
a;
o, o
co
6302.8/ Fc
6306.4 FG
c�
cy;
0 0
co
6303.6/ Fc
63077 FG
ri
0om 0-3 0
co
ci
0 0
630481 Fc
6309. / FG
h
0 0
tp
lr,
0 0
co
o o
co of
0 0
tp
0
co
co
0
t�
0
co
n
0
0
co
�o
ad c\i
0
o
ccs 0-i
o
co
�, c
of
o
ZZ �o
o;
o
co
o
O G
h o
p G
0-3
co
63/0.8/ Fc
63/5..0 FG
c
co
�o
p
C\i
co
ha
C\I
0-3
co
a
M
�j N
�r
co
o o
O
�,�0
cs
co
h
co
co
0h
b
�o,
co
co
0
o
n
LO
co
63/8. /3 Fc
6322.7 FG
2/6+50 2/6+00
2/5+20
2/4+40
2/3+60
2/2+80
2/2+00
211+20
2/0+40
209+60
208+80
208+00
207+20
206+40
205+60
204+80
201+00
203+20
202+10
201+60
200+80
240
6330
6320
63/0
6300
6290
6280
200+00
ROARING FORK ENGINEERING
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH-- (970)340-4130 F--(866)876-5873
CHECKED BY. RBG
DRAWN BY. VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
Lu
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCTION
LLi
W
C45
/SO
/SO
so
/SO
TRACT B
/SO
so
SO
so
0 /
101+C
c
c
D16 -IRR. PIPE TEE
8"X8" TEE
STA : 73+45.17
OFF: 0.00'
73-18 —I
/SO
016 -IRR. PIPE TEE
INV. ELEV. 6296.96'
INV. ELEV. 6296.96'
6310
6300
6290
Yr
IRR
LOT I
I
R. PIPE BEN
ORIZ BEND
1+57.13
IR R
IRR
D13 -IRR. PIPE BEND
8" 45° HORIZ BEND
STA: 71+10.49
OFF: 0.00'
016 -IRR. PIPE
440
012 -IRR. PIPE
fleL
ce
LOT 3
015 -IRR. PIPE
TRACT A
011 -IRR. PIPE
D12 -IRR. PIPE VALVE
8" GATE VALVE
STA: 70+06.43
OFF: 0.00'
013 -IRR. PIPE
D4 -IRR. TEE
8"x8" TEE
STA: 70+02.34
OFF: -0.01'
IRR IR R
IR R
IR R
IRR
IRR
0
X -G
G
X -G
X -G
cp
IRRIGA
MMMMMIUMMMBIMMMIIMM
LOT I
SS
IRRIGATION WETWELL TO FIELD 2
011 -IRR. PIPE BEND
8"15° HORIZ. BEND
STA : 71+5713
RAW WATER CROSSING INV. ELEV. 6299.98'
STA. 72+89.62
INV. ELEV. 6293.a
016 -IRR. PIPE] RAW WATER CROSSING
STA. 71+88.37—Nnr,
n_D15-IRR. PIPE
013 -IRR PIPE BEND
8-15* H.ORIZ. BEND
INV. ELEV. 6299.30'
011 -IRR. PIPE
013 -IRR. PIPE
012 -IRR. PIPE
8" GATE
STA
INV. ELEV.
VALVE
VALVE
70+06.13
012 -IRR. PIPE
Dd-IRR. TEE
8"x8" TEE
INV. ELEV. 6296.18'
Dd-IRR. PIPE
72+80
72+00
71+20
70+10
6310
6300
6290
NOTE:ALL FITTINGS SHALL HA VF TWO
FORMS OF RESTRAINT (THRUST BLOCK,
MEGA LUG, TIE -RODS).
30
15
GRAPHIC SCALE
30
60
120
( IN FEET
I inch =30 ft.
ROARING FORK ENGINEERING
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH-- (970)340-4130 F--(866)876-5873
CHECKED BY: RBG
DRAWN BY: VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
>-
CO
Lu
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCTION
LLI
C4 7
Qk
6296. /8 FL
72+80
72+00
71+20
70+10
6310
6300
6290
NOTE:ALL FITTINGS SHALL HA VF TWO
FORMS OF RESTRAINT (THRUST BLOCK,
MEGA LUG, TIE -RODS).
30
15
GRAPHIC SCALE
30
60
120
( IN FEET
I inch =30 ft.
ROARING FORK ENGINEERING
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH-- (970)340-4130 F--(866)876-5873
CHECKED BY: RBG
DRAWN BY: VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
>-
CO
Lu
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCTION
LLI
C4 7
S
O
O
O
O
� y
Gi c
T
D25 -I: '/PE BEND
'45° HOR/Z. BEND
STA: 94+84.87
OFF: 0.00'
z
025 -IRR. PIPE
6.7 OF 8" 0.30%
D24 -IR PIPE BEND
8"45°H RIZ BE
94+78.08
DOFF: 0.00'
301' 00
TRACT B
N
91-00
93-00
I
1
I
I
F F F F
F F F
F F F F F
7RACT�(
F F
F F
F F F F F F
F F F F F F
F F F F F F
I
I
00 it0/
00-90/
■
111$
Min
v;;
NIM ■
■I,,
uu
N",
iin
'vN
San
vii
Win
I"
0-60/
'0-0%S
D21 -IRR. PIPE
7784' OF 8" 0.30%
D23 -IRR. PIPE
350.65' OF 8" 0.72%
92-00
END IRRIGAJION FIELD 2
STA.110+15.6
N : 201091.32
E : 117528.4
TART IRRIGA
STA.80+00.00
N: 201091.32
E : 117528.461
ON FIELD 2
I
/
/
/
/
I
D/9 -IRR. PIPE
20.91' OF 8" 0.00%
D34 -IRR. PIPE BEND
8" 45° HOR/Z. BENd
/ STA: 81 0'1.00
F: 0.00'
D/8
66.42' OF('
RR. PIPE
" 416%
7 -IRR. PIPE
2 .28'OF8"c�0.05%
I
I
/
/
D22- R. PIPE BEND
8"45aHORIZ BEND
STA: 90+49.59
\ OFF: 0.00'
D22 -IRR. PIPE
176.52' OF 8" a) 0.72%
D2 1-I ? PIPE BEND
8" 45 VORIZ BE
I
I
D16 -IRR. PIPE TEE
8'x8" TEE
STA: 85+43.39
S" :;+73.07
OFF: 0.00'
LOT 6
i
D " . PIPE
329.68' OF 8" 0.32%
OS
es
I
I
A�R IRR
034 -IRR. PIPE BEND
8" 45° HORIZ. BEND
: 80+00.00
INV. ELEV. 6295.33'
63/0
6300 /STA
INV. ELEV. 629533'
6300
6290
6280
6270
D/7 -IRR. PIPE
299.28' OF 8" 0.05%
WA <<
4WA
RR I IRR
IRR I IRR
WA
IRR I IRR
SS
LOT2
POND LOW POINT
ELEV = 6290.00
■■�■
■
11 ■
■
Arlin
vN■
■
■
VON
NUM
Is
■
OLE
iiINN
ia
■
iiia
nag
"N ,
i
1
i
ss ss
0)
D
LOT /
1
1 it 1-1 I
Al
D/6 -IRR. PIPE TEE
8"x8" TEE
STA : 85+13.39
INV. ELEV. 6296.96'
INV. ELEV. 6296.96'
TRACT A
It
c1.37Ths
IRRIGA TION FIELD 2 - EAST
SCALE: /"=60' HORZ.
SCALE: 1"=30' VERT.
D/8 -IRR. PIPE
66.42' OF8" 4/61
D/9 -IRR. PIPE
D20 -IRR. PIPE
20.91' OF 8" 0.00% 156.74' OF 8" 2.70%
D2/ -IRR. PIPE
329.68' OF 8" & 0.32%
D2/ -IRR. PIPE BEND
8" 15° HORIZ. BEND
STA : 88+73.07
INV. ELEV. 6298.0/'
�1�11111111
II
I
LOT 5
STORM DRAIN CROSSING STOR/' DRAIN CROSSING
STA. 88+8737 D22 -IRR. PIPE] STA. 90+15.05
INV. ELEV. 6299.4/176.52' OF 8" 0.721 INV. ELEV. 6298.07
NOTE:ALL FITTINGS SHALL HA VE TWO
FORMS OF RES TRA IN T (THRUST BLOCK,
MEGA LUG, TIE -RODS).
D22 -IRR. PIPE BEND
8" 15' HORIZ. BEND
STA : 90+49.59
INV. ELEV. 6296.75'
D23 -IRR. PIPE
350.65' OF 8" 0.72%
60
GRAPHIC SCALE
0 30 60
120
240
D25 -IRR. PIPE
6.79' OF 8" 0.30S
D21 -IRR. PIPE BEND
8" 45° HORIZ. BEND
STA : 91+78.08
I IN FEET 1
I inch =60 ft.
D25 -IRR. PIPE BEND
8" 15* HORIZ. BEND
STA : 91+81.87
INV. ELEV. 6293.99'
63/0
D21 -IRR. PIPE)
7784' OF 8" 0.30% 026 IRR. PIPE
4/9.54' OF 8" 0.30%
0-,
tip
�O
629537 FL
FG
co
CN Ct
cep
h
co
io
CO
co
n
c0
6293.09 FL
6300.9 FG
92 C.0099
7-4 Z176e9
1-:1-.'
h
co
co
6296.33 FL
6301.0 FG
92 9'/09
7j /0 Z6Z9
6297. 11. FL
6302.5 FG
n
co
co
b
6297.52 FL
6301.0 FG
hliz
b
co
6297.78 FL
6303.6 FG
6297.90 FL
6303.0 FG
9J C70E9
7J 966629
b
co
b
b
O
co
Lo
�,
b
co
co
Lo
h
iz
b
co
<o
6295.67 FL
6299.1. FG
C
co
O
b
co
c0
<o
629453 FL
6297.8 FG
co
1p
N
b
<O
629400 FL
6297.6 FG
80+00
80+80
81+60
82+10
83+20
81+00
84+80
85+60
86+40
87+20
88+00
88+80
89+60
90+10
91+20
92+00
92+80
93+60
94+40
6300
6290
6280
6270
0-3
95+00
CARBONDALE COLORADO, 81623
PH: (970)340-4130 F:(866)876-5873
CHECKED BY: RBG
DRAWN BY: VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
DRAWN BY
DESCRIPTION
REVISED CONSTRUCT. SET
I
JOB #: 2017-13
FOR
CONSTRUCT/ON
C48
63/0
6300
6290
6280
6270
D30 -IRR. PIPE BEND
8"22.5° HOR/Z. BEND
STA: 104+50.43
OFF: 0.00'
03/ -IRR. PIPE
486' OF 8" g) 0.081
D31 -IRR. PIPE BEND
8" 11.25° HPR/Z. BEND
STA: 104+55.29
OFF: 0.00'
030 -IRR. PIPE
359.15' OF 8" 0.301
T R R IRR LTBR LRIR TRP I Iplt To•
o_ 400
o _
iRR
0 0
SiS so !RR TER 47_12.11_ TR
TRR ,TRR
D25 -IRR. PIPE BEND
8"45° HORIZ BEND
STA: 94+84.87
OFF: 0.00'
0 0\
fRR - _ TRR - - TRR I
.... �-'SU
RR I
00 -SO
A7
I
0 029 -IRR. PIPE
71.42' OF 8" 0301
027 -IRR. PIPE
86.1/'0F8" &) 0.301
028 -IRR. PIPE
25.71'OF8" g)0.30$
D26 -IRR. 'IPE
4/9.54' OF 874) 0.301
s0
032 -IRR. PIPE
21471' OF 8" 4) 0081
91-00
D25 -IRR. PIPE
6.79'OF8" 6) 0.30%
D24 -IRR. PIPE BEND
8" 45° HDR/Z. BEND
STA: 94+78.08
OFF.- 0.00'
I
I
93-00
I
I
00110/
D32 -IRR. PIPE BEND
8" 11.25° HOR/Z. BEI 'D
STA: 106+70.03 \
OFF: 0.00'
TRACT B
ro
033 -IRR. PIPE
335.57' OF 8" 1.321
00-80/
11111
iui
MINN
■■■■
■iii
iiia
■■ n
D33 -IRR. PIPE BL#NP■:
8"45° HOR/Z. BBND
STA: 110+0560
OFF: 10.00'
026 -IRR. PIPE
4/9.51' OF 8" 6) 0.301
I
kAW
0-0//
nc'
034-IR'R. PIPE
10.06' OF 8I 0'0.001
a
END IRRIGATION
STA.I10+15.65
N : 201091.32
E : 117528.454
ELD 2
START IRRIGATION FIELD 2
S T A.80+00.00
N : 201091.32
E • 117528.461
IRRIRR
<<
LOT2
IIRR
IR
1/\I
D34 -IRR. PIPE = C
8"45° HOR/Z. BD
STA: 80+00.00
OFF.. 0.00'
777 IRR
I
I
I
I
I
X X
c) c) c�
L,C>C)
I
I
IRR
LOT 3
POND LOW POINT
ELEV = 6290.00
I�
IRR
IRR I IRR
IIRR
C)
IRR I
IRR
LOT 4
IRRIGATION FIELD 2 - WEST
SCALE: 1"=60' HORZ.
SCALE: /"=30' VERT.
030 -IRR. PIPE BEND
8" 22.5. HORIZ. BEND
STA : 104+50.13
1-,
iiia
■
iiii
■
SI
sant
■
NUN'
NUN
nim
■
vii
I
i
C)
NOTE:ALL FITTINGS SHALL HA /0 TWO
FORMS OF RESTRAINT ( THRUS T BLOCK,
MEGA LUG, TIE -RODS).
D3/ -IRR. PIPE BEND
8" 11.25° HPRIZ. BEND
STA : 101+5529
INV. ELEV. 6291.09'
//-
STORM DRAIN CROSSING
STA. 104+63.27
INV. ELEV. 6286.61
D27 -IRR. PIPE
86.4/' OF 8" T) 0.301 028 -IRR. PIPE
25.74' OF 8" & 0.301
029 -IRR. PIPE
7412'OF8" g)0.301
030 -IRR. PIPE
359.15' OF 8" 0.301
03/ -IRR. PIPE
486'OF8"X0.081
STORM DRAIN CROSSING
STA. 101+5702
INV. ELEV. 6286.10
D32 -IRR. PIPE BEND
8" 11.25° HORIZ. BEND
STA : 106+70.03
INV. ELEV. 6290.90'
60
0
GRAPHIC SCALE
30 60
120
240
STORM DRAIN CROSSING
STA. 110+05.10
INV. ELEV. 6296.53
( IN FEET 1
I inch =60 ft.
032 -IRR. PIPE
211.71' OF 8" @ 0.081
033 -IRR. PIPE
335.57' OF 8" 1.321
D33 -IRR. PIPE BEND
8" 15° HORIZ. BEND
STA : 110+0560
INV. ELEV. 6295.33'
63i
- 631
C)
`O
V
V
`V
6293.10 FL
6295.9 FG
6293.28 FL
62959 FG
6293. /5 FL
6296.0 FG
6293.01 FL
62955 FG
6292.68 FL
6294.4 FG
`O
V
6292.32 FL
6291.0 FG
5292.20 FL
6293.9 FG
6292.08 FL
6293.8 FG
tp
�! LO
V
(LI
V
V
V
`O
V
`V
V
bO
V
V
`O
C"-)
'''t',c)
V
Cr)c\1
V
h
V
C,..
V
4
V
4,
c-'-
V
b
95+20
96+00
96+80
97+60
98+40
99+20
100+00
100+80
101+60
102+40
103+20
101+00
101+80
105+60
106+40
107+20
108+00
108+80
109+60
60
621
62;
ROARING FORK ENGINEERING
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH-- (970)340-4130 F--(866)876-5873
CHECKED BY. RBG
DRAWN BY. VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
Lu
DESCRIPTION
REVISED CONSTRUCT. SET
lzh 1
JOB #: 2017-13
FOR
CONSTRUCTION
W
Q Q
Oc
C49
TRACTB
SD
- ss-\
ss
N
RAW
STA.105+1V0
0/S 209.00'
/ ELEV =6305.00
STA.I05+19.20
0/S 175.00'R
ELEV = 6290.00
LOT
R28.0'
POND -2
STA.I05+42.97
0/S 209.00'R
EL E V =6305.00
STA. /05+40.97
0/S 175.00'R
rppE L E V =6290.00
\ R2
/4p
RA
A 2 -IRR. PIPE INV.
STA :303+.1
TA.104+89.2
0/S 181.00'R
E V=6305.00
TA.103+04.81 \
0/S 30.21 'L \
ELEV = 6308.00
STA.104+89.20
0/S 137.89'R
ELEV=6305.00
CHUKKA TRAI
CENTERLINE ALIGNM
R32.5'
STA.103+07.55
0/S 63.11'L
EL EV=6297.07
STA.105+19.20
0/S 137.89'R
ELEV = 6290.00
A1 -IRR. VALVE
12" GATE VALVE
STA: 300+96.67
OFF: 0.00'
S TA.I03+
6‘ 6 0/S
EL
rep
80
O'L
08.00
A
RAW
RA
RAW
RA
STA.105+70.
0/S 181.00'R
E V = 6305.00
POND LOW POINT
ELEV = 6290.00
STA.105+40.97 r .
0.1P444Lb
0/S 137.89'R
ELEV = 6290.00
f41��
STA.I05+70.97 /
0/S 137.89'R
ELEV = 6305.00
A3 -IRR. PIPE
10.89' OF /2" P.I.P. & 1.00.E
STA.102+91.51
0/S 87.68'L
ELEV = 6308.00
R81.0'
LOT 5
STA.I03+09.92
0/S 153.33'L
ELEV = 6308.00
A / -IRR. PIPE
5. /9' OF /2" P.I.P & 1.00%
STA. /03+36.64
0/S 63.00'L
ELEV = 6297.00
R10.9' \
STA.103+99.66
0/S 64.42'L
ELEV = 6308.00
Al -
ST
I
PIPE INV. OUT
V'1 H
STA.103+74.53
0/S 87.48'L
ELEV=6297.01
R25.0'
RAS
STA. 103+40.21
0/S 156.00'L
ELEV=6297.00
LOT 3
TRACT A
0/S 100.94'L
0/S 156.58'L
NOTE:
I. POND 1 AND POND 2 STA TIONS AND OFFSETS BASED ON CHUKKA TRAIL
CENTERLINE ALIGNMENT.
0/S 163.34'L
EL E V=6308.00
6310
6300
6290
6285,
cic
Al -IRR. PIPE
ST A.300+61.48
INV. IN ELEV.6296.29
POND -2 WATER SURFACE
12- GA TE VAL VE
STA : 300+96.67
INV. ELEV. 6296.65'
A I -IRR. PIPE
POND - 1 AND
IRRIGA TION LINE
PROPOSED GRADE
POND -2
CONNECTION
HORZ.
21-x28- AGRI DRAIN INLINE (9' DEEP)
WA TER LEVEL CONTROL STRUCTURE
STOPLOGS INSTALLED TO 6306.00'
INSTALL 18-X12- REDUCERS FOR CONNECTIONS _
S TA :302+91.07 OFF:0.00
RIM :630Z59
SUMP :6298.59
A2 -IRR. PIPE INV OUT:6298.59 12- P.I.P.
EXISTING GRADE
A2 -IRR. PIPE
POND -1 WATER SURFACE
A3 -IRR. PIPE.
ST A.303+31.97
INV. OUT ELEV.6299.00
20
0
10
GAPHIC SCALE
20
40
80
2.0' FROM POND BOTTOM
300+00
300+80
301+60
302+10
303+20
6310
6300
6290
6285
ROARING FORK ENGINEERING
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH-- (970)340-4130 F--(866)876-5873
CHECKED BY: RBG
DRAWN BY: V.JT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
>-
ca
Lu
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCTION
o
C50
ep
o
cc
c'S os
os
cN
300+00
300+80
301+60
302+10
303+20
6310
6300
6290
6285
ROARING FORK ENGINEERING
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH-- (970)340-4130 F--(866)876-5873
CHECKED BY: RBG
DRAWN BY: V.JT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
>-
ca
Lu
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCTION
o
C50
LOT /
C1 -IRR. PIPE BEND
18"22.5° AND 11.25° HORIZ. BEND
STA: 401+20.40
OFF: 0.00'
C / -IRR. PIPE
101.89' OF /8" 1 1.091
C2 -/RR. PIPE BEND
18" 450 HORIZ BEND
STA: 402+57.12
OFF:0.00'
/ /*
PIPE BEND / ' -/RR. PIPE BEND
RIZ BEND 18"22.5° HOR/Z. ND
• ' STA: 403+06
OFF.I:%
C3-/'
18"45°
STA: 402+6
OFF.- 0.00'
BP2-/RR. PIPE BEND
18" 90° HOR/Z. BENPIPE
STA: 0+38.64
OFF.- 0.00'
LOT 3
C7 -IRR. PIP
5.00' OF 18" 1 1.091
,ps
C IRR. PIPE
136.72' 0 /8"P.I.P. 1 1.091
\p‘s
C3 -IRR. PIPE
16' OF /8" P.I.P. 1 1.091
C7 -IRR. VAL E
18" GATE VA. VE
STA: 403+71.
OFF: 0.00'
B5 -IRR. PIPE
10.33' OF /8" P.I.P. 1 0.001
B4 -IRR. VALVE
18" GATE VALVE
STA: 403+91.52
OFF.- 0.00' BP1-/RR. PIPE BEND
18" 90° HOR/Z. BEND PIPE
STA: 0+10.00
OFF: 0.00'
C1 -IRR. PIPE
03.02' OF /8"P.I.P.
/.09
/
50.7/' OF
- ss
C5 -IRR. PIPE /
8" P.I.P. 1 1.091 BPs -IRR PIPE
10.00' OF /8"P.. P.I.P. & 0.001
C5 -IRR. PIP BEND
"225° HO /Z. BEND
STAt: 403+57.32
/ OFF: 0.00' ')
6 -IRR. PIPE
l P.I.P. 1 1.091
C6 -/RR. TEE
18'x18" TEE
STA: 403+66.86
OFF: 0.00'
C8 -IRR. PIPE
9.33' OF 18" P.I.P. 1 1.091
BP2-IRR. PIPE
28.61' OF /8" P.I.P. 1 0.001
0
ss,N
INTAKE SCREEN W/ POLY. LINE.
COORDINATE W/ IRRIGATION DESIGNER.
oo.
7J
/P4
N
41
BP / -IRR. PIPE
10.00' OF 18" P.I.P. 10.001
B3 -/RR. TEE
18'x18" TEE
STA: 403+95.52
OFF:0.00'
B3 -IRR. PIPE
/4 /7' OF 18" P.I.P. 10.001
\ ss B2 -IRR. PIPE POND -2
13777' OF 18" P.I.P. & 0.001
1it4
ss
ss\ ss ~ (((
L/
ss
\ s `
1
1
N
IRRIGATION WETWELL AND PUMA
9'-6"x 8�:CO VGRCTE S Fi4
'Pp
/,pp
B1 -IRR. PIPE
400' OF 18" P.I.P. 1 0.001
CI -IRR. PIPE OUILE z
STA.: 400+15.51
INTAKE SCREEN W/ POL LINE.
B ' PIPE BEN
18"22.5' .HOR/Z. BEN
STA: 404+09.69
•FF: 0.00'
aai
B1 -IRR. PIPE BEND
18" 11.25° HORIZBEND
STA: 405+47.46
OFF: 0.00'
V&
B / -IRR. PIP
26' OF /8" P.I.P. 1 0 1
aat
at
TRACT A
E / j�RIC�ATION DESIGNER.
POND -3 WATER SURFACE
ELEV.=6304.00'
INTAKE SCREEN W/ POLY. LINE.
COORDINATE W/ IRRIGATION DESIGNER.
CI -IRR. PIPE
ST A.400+15.51
INV. OUT ELEV.6296.00
C / -IRR. PIPE BEND
/8" 22.5° AND 11.25° HORIZ. BEND
STA : 40/+20.10
INV. EL E V. 6291.85'
20' FROM POND BOTTOM
C / -IRR. PIPE
101.89' OF 18" 11.091
e
C
e
100+80
EXISTING GRADE
C
0
L
PROPOSED GRADE
\\
B I -IRR. PIPE INLET
STA.: 406+03.73
N
s
C3 -IRR. PIPE BEND
/8" 15° HORIZ. BEND
STA : 402+63.59
INV. EL E V. 6293.29'
C2 -IRR. PIPE BEND
/8" 15" HORIZ. BEND
STA : 102+57.12
INV. EL E V. 6293.36'
POND -2 AND POND -3
IRRIGATION LINE CONNEC TION
SCALE: /"=20' HORZ.
SCALE: / "=10' VERT.
SANITARY SEWER CROSSING
STA. 103+11.45
INV. EL E V. 6297.43
C4 -IRR. PIPE BEND
18"22.5° HORIZ. BEND
STA : 403+06.6/
INV. ELEV. 6292.82'
C6 -IRR. TEE
18x18"TEE
STA : 103+66.86
INV. EL E V. 6292.00'
INV. ELEV. 6292.16'
C2 -IRR. PIPE
136.72' OF 18" P.I.P. 1 1.091
C3 -IRR. PIPE
6.16' OF /8"P.I.P. 1 1.091
C
a
101+60
C4 -IRR. PIPE
13.02' OF 18" P.I.P. 1 1.091
0
C5 -IRR. PIPE
50.7/' OF 18" P.I.P. 1 1.091
C
102+10
C
h
C5 -IRR. PIPE BEND
18" 22.5° HORIZ. BEND
STA : 103+57.32
INV. EL E V. 6292.26'
C6 -IRR. PIPE
9.51' OF /8" P.I.P. 1 1.091
C7 -IRR. PIPE_
5.00' OF 18" 1 1.091
C
103+20
C7 -IRR. VAL VE
/8" GATE VALVE
STA : 103+71.86
INV. ELEV. 6292.10'
IRRIGATION WE TWEL L AND PUMP VAULT
STA :103+81.19 OFF :a00
TOC :5306.00
SUMP : 629/.50
C8 -IRR. PIPE INV IN:6292.00 /8" P.I.P.
B5 -IRR. PIPE INV IN : 6292.00 /8" P.I.P.
B4 -IRR. VAL VE
18" GA TE VAL VE
STA : 103+91.52
INV. ELEV. 6292.00'
B3 -IRR. TEE
/8x18"TEE
STA : 103+95.52
B3 -IRR. PIPE
11.17' OF 18" P.I.P. & 0.001
B4 -IRR. PIPE
1.00' OF 18" P.I.P. 1 0.001
B5 -IRR. PIPE
10.33' OF 18" P.I.P. 1 0.001
C8 -IRR. PIPE
9.33' OF 18" P.I.P. 1 1.091
C
e
104+00
B2 -IRR. PIPE BEND
/8"22.5° HORIZ. BEND
STA : 404+09.69
INV. EL E V. 6292.00'
C
20
0
10
GRAPHIC SCALE
20
40
N
N
LOT 4
80
B / -IRR. PIPE BEND
18" 11.25° HORIZ. BEND
STA : 105+17.16
INV. ELEV. 6292.00'
B2 -IRR. PIPE
137.77' OF 18" P.I.P. 1 0.001
C
e
104+80
( IN FEET
I inch =20 ft.
INTAKE SCREEN W/ POLY. LINE.
COORDINATE W/ IRRIGATION DESIGNER.
B1 -IRR. PIPE
ST A.406+03.72
INV. OUT ELEV.6292.00
POND -2 WATER SURFACE
EL E V. = 6304.00'
B l -IRR. PIPE
55.26' OF 18" P.I.P. 1 0.001
C
20' FROM POND BOTTOM
C
e
105+60
C
0
ROARING FORK ENGINEERING
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH-- (970)340-4130 F--(866)876-5873
CHECKED BY. RBG
DRAWN BY. VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
Lu
DESCRIPTION
REVISED CONSTRUCT. SET
I
JOB #: 2017-13
FOR
CONSTRUCTION
C51
S
S
1
/C/
W
ES
[-TV
TRACT A
1
TRACT C
LOT /
—
->
3=
SS SS ss SS /
LOT
adI
aat
aat
[01
INV. IN
ST A.700+60.78
0/S 0.00'
POND 2 MANHOLE
5'DIA. CONC. MANHOLE
STA: 706+81.10
OFF: 0.00'
LOT 3
LOT2
O V2 -IRR. PIPE
59.77' OF /8" SDR -35 & 0.501
0 V3. / -IRR. PIPE
101.07' OF /8" SDR -35 0.501
Ss
\s
2181 2181
a21I 21211
8211
mss ss ss
0
ss •s
FM
FM
FM
FM
FM
8211
aat MvaadI 2181
2181 12181 MV2=1 2181
IM2=1 aat aaiV?=1
2181 Maid
2181 VSY 211
MViI�
vl o o o
SD
DAYLIGHT PIPE
STA.707+85.17
0/S 0.00'
31.6/' OF /8"C-900
PQIVD-2 OVERFLOW STRUCTURE
24'X28 "AGR/ DRAIN INLINE (12' DEEP)
WATER LEVEL CONTROL STRUCTURE
STOPLOGS INSTALLED TO 6304.00'
STA: 700+95.38
OFF.. 0.00'
POND -2 0 VERFL OW STRUCTURE
24x28" AGRI DRAIN INLINE (12' DEEP)
WATER LEVEL CONTROL STRUCTURE
STOPL OGS INSTALLED TO 6301.00'
STA :700+9538 OFF:0.00
RIM : 630550
OV/ -IRR. PIPE INV IN :6293.0 /8"C-900
0V2 -IRR. PIPE INV OUT :6293.1.9 /8" SDR -35
POND -2 WATER SURFACE
EL E V.6304.00
ST A.700+60.78
INV. IN ELEV.6293.66
63/0
6300
N6290
OV1-PIPE ELBOW
18"PVC 45° ELBOW
STA: 701+55.15
OFF: 0.00'
0 V3 -IRR. PIPE
525.91' OF 18" SDR -35 0.501
TRACT B
FINISHED GRADE
IRRIGA TION LINE CROSSING
STA. 701+01.7/
INV. ELEV. 6297.78
0V/ -PIPE ELBOW
18" PVC 15' ELBOW
STA : 701+55.15
INV. ELEV. 6293.19' GAS LINE CROSSING
STA. 702+82.22
INV. ELEV. 62957/
POND -2
FINAL IRRIGA TION OUT FLOW
SCALE: /"=I0' HORZ.
SCALE / "=20' VERT.
EXISTING GRADE
POND 2 MANHOLE
5' DIA. CONC. MANHOLE
STA :706+81.10 OFF :0.00
RIM : 6299.90
OV3-IRR. PIPE INV IN:6290.56 /8" SDR -35
ECD -PIPE 3 INV. IN : 629570 12" SDR -35
O V3. / -IRR. PIPE INV OUT :6290.56 /8" SDR -35
DAYLIGHT PIPE
STA.707+85.17
INV. OUT ELEV.6290.04
40
0 20
GRAPHIC SCALE
40
80
160
V1 -IRR. PIPE
31.61' OF /8" C-900 & 0.501
6280
GAS LINE CROSSING
OV2-IRR. PIPE STA. 702+91.17
59.77' OF /8" SDR -35 & 0.501 INV. ELEV. 629513
GAS LINE CROSSING
STA. 703+00.28
INV. ELEV. 6291.3/
O
0 V3 -IRR. PIPE
52591' OF 18" SDR -35 & 0.501
O V3. / -IRR. PIPE
101.07' OF /8"SDR-35& 0.501
63/0
6300
RIP RAP
6290
0
0
�o
0;
0
�o
o oTh
Lo
�;
o,
b
o
o
6293.17 FL
6300.9 FG
c\p
o,
b
o
b
`V
b
o
o
b
N
o,
b
rn
Cr-,
6292.37 FL
6298.0 FG
6292.17 FL
6298.5 FG
b
o,
o,
b
o
o
Lo
6291.57 FL
6300.0 FG
a
coc•J
o
o
Lo
rn
o
(o
6290.97 FL
6299.9 FG
o
b
6290.57 FL
6299.3 FG
6290.37 FL
6297.8 FG
6290.17 FL
6288.0 FG
700+80
701+60
702+10
703+20
701+00
704+80
705+60
706+40
707+20
708+00
6280
( IN FEET
I inch =4O ft.
ROARING FORK ENGINEERING
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH-- (970)340-4130 F--(866)876-5873
CHECKED BY: RBG
DRAWN BY: VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
Lu
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCTION
C52
POND -3 O VERFL O W STUCTURE
21"X28" AGRI DRAIN INLINE (9' DEEP)
WATER L E VEL CONTROL STRUCTURE
STOPLOGS INSTALLED TO 6301.00'
STA :500+75.35 OFF :a00
RIM : 6306.38
OVG-IRR. PIPE INV IN:6297.38 /8"C-900
0V5 -IRR. PIPE INV OUT :6297.38 /8" SDR -35
POND -3 MANHOLE
5' DIA. CONC. MANHOLE
STA :500+86.59 OFF:0.00
RIM : 63027/
0 V5 -IRR. PIPE INV IN :6297.18 /8" SDR -35
B20 -PIPE 5INV. IN :529550 /8" SDR -35
B20 -PIPE 6INV. OUT 6295.50 /8" SDR -35
63/0
6300
6290
RIP RAP DISPERSION
LEADING TO DITCH
POND -3
FINAL IRRIGATION OUT FLOW
SCALE: /"=20' HORZ.
SCALE: /"_l0' VERT.
PROPOSED GRADE
POND -3 WATER SURFACE
ELEV. = 6304.00
EXISTING GRADE
0 V5 -IRR. PIPE
11.21' OF 18" SDR -35 1.801
0 VQ -IRR. PIPE
32.50' OF /8" C -900 0.721
6280,
OV4-IRR. PIPE
ST A.500+42.85
INV. OUT ELEV.6297.61
FL
63028 Fs
cN
o
501+00
500+80
63/0
6300
6290
6280
500+00
OS
l
as
1
1
OS
TRACT C
as
LOT/
1
1
as
1
1
as
POND -3 MANHOLE
5'DIA. CONC. MANHOLE
STA: 500+86.59
OFF: 0.00'
0V5 -IRR. PIPE
11.21' OF /8" SDR -35 1.801
POND -3 OVERFLOW STUCTURE
24'x28"AGRI DRAIN INLINE (9' DEEP)
WATER LEVEL CONTROL STRUCTURE
STOPLOGS INSTALLED TO 6304.00'
STA: 500+75.35
OFF: 0.00'
1
I
+
STA.109+12.16
0/S 104.43'R
ELEV = 6306.00
4.0
STA./09+06.26
0/S 78.0I'R
ELEV=6306.0
R20.0'
0 V1 -IRR. PIPE
32.50' OF/8"C-900610.721 \
Aro" vor
mom e 109 30.51
01‘t Mr1 AD LOW POINT
OVERFLOW PIPE INV. IN
S T A.500+42.85
STA.109+48.04
0/S III.53'R
ELEV = 6306.00
STA.110+45.76
0/S 106.06'R
ELEV = 6306.00
STA.110+58.56
0/S 84.58'R
ELEV = 6294.00
R20.0'
STA.110+65.04
0/S I12.85'R
ELEV = 6306.00
STA.I10+93.39
0/S 77.60'R
ELEV = 6294.00
STA.109+33.51
0/S 90.89'R
ELEV = 6294.00
STA.109+15.19
0/S 57.20'R
EL ' V=6306.00
Sp
R6/.0'
POND -3
ti
00
R/70.0'
RA
STA.IIO 143
0/S 540'R
EL E V 162914.00
mI,
III
+07.4
I ELEV=:306.��
STA.110+I
0/5 54.00
= 62
111111111
STA.30+
ELEV=6100/S130.06IOuPOND LW/IFI/INT
I ELEV=�'94/OI
I / I ti
R/VERSTONhC -I KKA I TRACT A CUNT R I E
LIG LIGNM/Tr11�NIl17/II�
V//
STA.' 11 +07.98
0/S I04.25'R
ELEV =6306.00
RA
R170.0'
20.0'
STA.II1 +23.71
0/ ; .i 'R
ELEV=6306.00
STA./I/+09.92
0/S 59.78'R
ELEV = 6306.00
/ /
20
0
10
GRAPHIC SCALE
20
40
LOT 7
80
( IN FEET 1
I inch =20 ft.
NOTE:
I. POND / AND POND 2 STA TIONS AND OFFSETS BASED ON RI VERSTONE
CHUKKA ROAD CENTERLINE ALIGNMENT.
RA w_
ROARING FORK ENGINEERING
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH-- (970)340-4130 F--(866)876-5873
CHECKED BY. RBG
DRAWN BY. VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
Lu
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCTION
o
o
C53
PRECAST FIBERGLASS END ADAPTOR
6" OF TAPERED CONCRETE FOR FLARED
CONNECTION
9" PAR SHA / L FLUME DETAIL
NOT TO SCALE
PRECAST FIBERGLASS .9" PARSHALL FLUME
6" � IIII� p
1 FL OW I—� ��
12" PIP INFLOW INTO UNIT I—' II
_4111SLOPED A T IS —
USE ANCHORS TO L OCA TE UNIT
VERTICALLY AND HORIZONTAL L Y
12" P.I.P. INFLOW INTO UNIT
SLOPED AT lI
CROSS-SECTION A
12" PIP OUTFLOW PIPE
PRECAST FIBERGLASS END ADAP TOR
IRRIGATION DI /ERSION S TRUC TURE
NTS
12" FRESNO
SERIES 6600 MODEL 10/C SLIDE GATE
TO CONTROL FLOW
POUR CONCRETE AROUND UNIT
AS PER MANUFACTURER'S SPECIFICATIONS
TOC:632400'
OUTFLOW TO NORTH IRRIGATION LINE
N1 -IRR. PIPE - 12" P.I.P.
NOTE. UNIT IS A PRECAST FIBERGLASS 9"PARSHALL FLUME WITH
END CONNECTORS MANUFACTURED BY OPEN CHANNEL FLOW.
INSTALL UNIT AS PER MANUFACTURERS RECOMMENDATIONS
IRRIGA TION SPLITTER BOX
NTS
PLAN /IEW
5.0'
12 -FRESNO
SERIES 6600 MODEL 10/C SLIDE GATE
TO CONTROL FLOW
I I
_0„1_
allow
12" FRESNO
SERIES 6600 MODEL 10/C SLIDE GATE
TO CONTROL FLOW
12 -FRESNO
SERIES 6600 MODEL 10/C SLIDE GATES
TO CONTROL FLOW
/.0'
l2"P.I.P. OUTFLOW PIPE
INV. ELEV. 6321.13'
INFL O W FROM BASIN DITCH LATERAL
FEEDI -IRR. PIPE - 12" P.I.P.
CUT OUT FOR OVERFLOW
OUTFLOW TO EAST IRRIGATION LINE
El -IRR. PIPE - 12" P.I.P.
CROSS-SECTION
METAL GRATE
iu■�
lir • i
111
TOC EL E V. = 6324 00'
l' DEEP OVERFLOW CUT OUT
EL E V. 6323.00'
SEE WALL CROSS SECTION
DETAIL, THIS SHEET
•
N/ IRR. PIPE - 12" P.I.P. • FEEDS -IRE. PIPE - /2" P.I.P.
INV. OUT ELEV=63/8.37' INV. IN ELEV.=63/8.37'
2' SUMP
TO CAPTURE SEDIMENT
BASE EL E V. = 63/5.87'
OUTFLOW TO IRRIGATION LINES
FEED -IRR. PIPE - 12" P.I.P.
PLAN /IEW
INFLOW FROM EXISTING BASIN DITCH
LATERAL UNDER HIGHWAY 82
21" EQUIVALENT ELLIPTICAL RCP
5.0'
CROSS-SECTION C
TOC ELEV.=6327.83'
FEED/ -IRE. PIPE - /2" P.I.P.
INV. OUT ELEV.=6323.83'
INFLOW FROM POND- l AND POND -2 LINE
B5 -IRR. PIPE - 18" P.I.P.
WET WELL SIZE TO BE DETERMINED
REFER TO STRUCTURAL DRAWINGS
INFLOW FROM POND -3 LINE
C8 -IRR. PIPE - 18" P.I.P.
METAL GRATE
SEE WALL CROSS SECTION
DETAIL, THIS SHEET
BASIN DITCH LATERAL INFL O W
INV. IN ELEV.=6323.93'
BASE EL. 632/.33'
2' SUMP
TO CAPTURE SEDIMENT
IRRIGATION WET WELL
PLAN VIEW
NTS
6" OF TOPSOIL
SLOPE A WA Y FROM VA UL T
PER PLAN
ALUMINUM STEPS
16" MAX. SEPARATION.
ALIGN WITH HATCH.
BACKFILL WITH CLASS 6
AGGREGATE COMPACTED
TO 951AS PER ASTM 0698
OR COMPACTED 1/2-1"
WASHED SCREENED ROCK
2" CLEAR MIN.
WALL CROSS-SECTION
WITH DEBAR
8"
2" CL EAR MIN.
5 HORZ. 12" 0.C.
15 VERT. 12" O.C.
15 DOWELS 12" 0.C. x /2"
EACH WAY
2' LAP LENGTH
NO TE : VERT REINF. NOT
SHOW FOR CLARITY
2" CL EAR MIN.
15 CORNER BAR 12" O.C.
24f"
#5 12" 0.C. EACH WAY
TYPICAL CORNER
PLAN /IEW
21"
CROSS-SECTION
2" CLEAR MIN.
STANDARD HOOK TYPICAL
ATTACH PUMP SKID TO CONC. WET WELL OR
LID PER MANUFACTURER 'S INS TAL L A TION
REQUIREMENTS
TOC ELEV. 6306.00'
_az
OO
SUMP ELEV. 6291.50'
B5 -IRR. PIPE
C8 -IRR. PIPE
INV. IN ELEV. 6292.00'
1450'
8" MINIMUM GRANULAR BEDDING MATERIAL
CLASS 6 AGGREGATE COMPACTED
TO 951 AS PER ASTM 0698
OR COMPACTED 1/2-1"
WASHED SCREENED
UNDISTURBED
NATIVE MATERIAL
ROARING FORK ENGINEERING
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH-- (970)340-4130 F--(866)876-5873
CHECKED BY. RBG
DRAWN BY. VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCT/ON
C54
6" OF TOPSOIL
IRRIGA TION PIPE TRENCH DETAIL
NOT TO SCALE
PROPOSED GRADE
MAX. SLOPE
1.5:1
NORTHERN EDGE OF FIELD I RAW WATER AND
IRRIGA TION COMMON TRENCH DETAIL
STA. 103+29 TO 113+60
NOT TO SCALE
COMPACTED NATIVE MATERIAL (3" MINUS)
OR CLASS 6 AGGREGATE AS DETERMINED
BY OWNER W/ COMPACTION
DENSITY OF 951 PER ASTM 0698
CLASS 6 AGGREGATE BASE COURSE
COMPACTION TO 951
PER ASTM 0698
MIN.
RA W WATER TRENCH DETAIL
NOT TO SCALE
PROPOSED GRADE
Lu
o
ik
0.5'
12" PIP RAW WATERLINE
DEPTH PER PROFILE
501 LOCAL BEDDING SAND 501 TOPSOIL
OR COMPACTED STRUCTURAL FILL
PROCESSED ON SITE
CLASS 6 AGGREGATE BASE COURSE
COMPACTION TO 951
PER ASTM 0698
AGRIDRAIN IN LINE WATER LEVEL
CONTROL STRUCTURE
18" PIPE SIZE
SEE PROFILE FOR EL E VA TION INFORMATION
III
PROPOSED GRADE 50S LOCAL BEDDING SAND
501 TOPSOIL
a
1
0.5' - 0.5'
8" C -900 PRESSURIZED
IRRIGA TION LINE
PROPOSED GRADE
CLASS 6 AGGREGATE BASE COURSE
COMPACTION TO 951
PER ASTM D698
12" PIP RAW WATERLINE
DEPTH PER PROFILE
RIPRAP CROSS SEC TION
NOT TO SCALE
GRADE TOWARD CENTER 101 TO KEEP
RUNOFF WITHIN RIPRAP
SOUTHERN EDGE OF FIELD / RAW WATER, IRRIGA TION,
AND UNDERDRAIN COMMON TRENCH DETAIL
STA. 206+5/ TO 2/3+85
NOT TO SCALE
PROPOSED GRADE 501 LOCAL BEDDING SAND
501 TOPSOIL
0.5'
12" PIP RAW WATERLINE —
DEPTH PER PROFILE
RIPRAP 050 = /2"
i
GEOTEXTILE FABRIC
KEYED INTO SOIL
A GRIDRA IN DETAIL
NOT TO SCALE
17W
UNDISTURBED
NATIVE MATERIAL
II
NO TE : IF GROUNDWA TER IS DETERMINED TO BEAT AN ELEVATION ABOVE THE BOTTOM OF THE POND. SAKRETE
BAGS CAN BE USED TO HELP COUNTER BUOYANCY OF THE LINER. ENGINEER SHOULD BE NOTIFIED IF THIS IS
REQUIRED.
PROPOSED /8" C900 INTAKE LINE
MIN. 0.51 SLOPE
II II
8" C -900 PRESSURIZED
IRRIGATION LINE
0.5'
CLASS 6 AGGREGATE BASE COURSE
COMPACTION TO 951
PER ASTM D698
RIPRA P SIZING SPL A N VIEW)
NOT TO SCALE
8' ( T YP. )
SAKRETE BAGS - QTY. AS REQUIRED
INSTALL INTAKE SCREEN
SEE PROFILE
I I I
PVC LINER PIPE BOOT/ WATER STOP - TYP. ALL PIPING
ENTERING POND. SUBMIT DRAWINGS FOR BOOT FOR RE VIEW
PIPE DAYLIGHT
RIPRAP 050 = 12"
12" SDR -35 (SOLID)
UNDERDRAIN COL L EC TOR LINE
DEPTH PER PROFILE
ANCHOR TRENCH DETAIL
NOT TO SCALE
2' BENCH BETWEEN TOP
OF SL OPE AND ANCHOR TRLfNCH
MEMBRANE LINER
AN
1{RENf1
III III III
COMPACTED SUBGRADE
GRASS EDGE DETAIL FOR PVC LINERS
BENCH I' BELOW
WATER SURFACE
NOT TO SCALE
TURF REINFORCEMENT MAT
12" TYPICAL BAkCKFIL L A T III f
L OCA TIONS BELOW BENCH — I—
GEO TEXTIL E
CUSHION LAYER
ANCHOR TRENCH
MEMBRANE LINER BOOT PENE TRA TION DE TAIL
PROVIDE SL ACK IN
LINER
FLOW FROM PERF. PIPE
30 MIL .1MIN.1 PVC LINER
NOT TO SCALE
i
STAINLESS STEAL CLAMP
EXTEND SOLID PIPE 3" MIN
BEYOND BOOT
BUTYL TAC TAPE
PVC BOOT SKIRT
(FIELD SEAM ALL SIDES)
ROARING FORK ENGINEERING
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH-- (970)340-4130 F--(866)876-5873
CHECKED BY. RBG
DRAWN BY. VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
>—
ca
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCT/ON
Q \
LLI
C55
TRACT B
I
I
I
L.
� x
I
IRR
IR
V
IRR
IRR
RA1RR
IRR
« « VL « WA « VVI
SM
SM
START ALIGN.
FIRE SUPPRESSION MAIN
STA. 900+00.00
0/S 0.00'
N20125
707.96
-S
R
IRR
IRR
LOT 2
WA
RAW
IRR
I
I
IRR
S. 1SS
IRR
IRR
LOT 3
IRR
IRR
POND
IRR
I
I
I
I
40
20
GRAPHIC SCALE
40
80
END ALIGN.
FIRE SUPPRESSION MAIN
STA.912+75.59
0/S 0.00'
N202/05..59
E117235.90
(IN FEET 1
I inch =AO ft.
I
I
LOT d
IRR
BARN l
m
m
'I
Ss SS
%oo-d0
FI/RE F 3"FIRE
I FN
oo-oo
�J
ND ALIGN.
FIRE SUPPRESSION TEE
S TA. 800+z10. 00
0/S 0.00'
N201178.1/
17699.K1
IRR
IRR
IRR
IRR
BARN I
IRR
W. BARN AC RD.
ss
ss ss
E
6I"FIRE
IRR IRR
N90° 00' 00.00"E
25.173'
IRR
N0° 00' 0000"E /A N
6"F795.570' 6 "FIRE .I 6"FIRE 16 "F
C-)
D
TRACT A
START ALIGN.
FIRE SUPPRESSION TEE
STA. 800+00.00
0/S 0.00'
N201178.11
sM E/17739.65
—
SAL
Al
IRR
MAINT.
BARN
N67° !UAW
10.000'
I
6"FIRE 6" IRE
6"FIRE I _6`F
II
/>
AL: 00 ' 00.00 "W
10.00—
Lu
LOT 5
Lu
Lu
Lu
160
CARBONDALE COLORADO, 81623
PH: (970)340-4130 F:(866)876-5873
CHECKED BY: RBG
DRAWN BY: VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
DRAWN BY
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCT/ON
LLi
Q
C56
BARN 2
J
LOT2
FS4-P/PE CAP
6" PIPE CAP
W/ THRUST BLOCK
AND MEGA LUG
STA: 900+05.00
OFF.- 0.00'
W-BA,4N ACCESS R,;)
FS5-TEE
6'X6" TEE
W/ THRUST BLOC
AND MEGA LUG
STA: 900+68.81
OFF: 0.00'
f -``F HR -E
FSI -PIPE
63.8/' OF 6"C900PVC 0.00%
ss ss
-ri
m
m
BARN /
FIRE HYDRANT
S T A.900+d2.28
0/S 62.d0'R
TRACT B
F55 -PIP
83.0/' OF 6[C900PVC 2.3/%
0
0
0
I
I
I`
I
I
I
c-)
6"FI/RE I 6"FIE
F56 -PIPE
00PVC 0.00%
I
I
I
1
FS7-PIPE
3488' OF 6" C900,('VC ) 3.00%
C)
C)
ss ss /SS sc
6"tIRE
ti
SEs
/ - 800 40
6"F
m
6"FIRE I
LOT 3
FS3-TEE
6'X6" TEE
W/ THRUST BLOCK
AND MEGA LUG
STA: 902+22.70
OFF: 0.00'
FS3-PIPE
/9./7' OF 6"C900PVC 0.00%
FS 1 -BEND
6" 90° VERT BEND
STA: 800+1252
OFF.- 0.00'
6'FI" 6"FIRE
ss
, 6'FIRE
FSI -PIPE
6.0/' OF 6"C900PVC 0.00%
<-
- IRR
6"FIRE
IRR
SS SS SS SS SST SSS SS
6"FIRE
63/0
6300
FSI -PIPE CAP
6" PIPE CAP
W/ THRUST BLOCK
AND MEGA LUG
STA : 900+05.00
INV. EL E V. 6295.20'
FINISH. GRADE
EXIST. GRADE
LOT I
D
D
D1 -IRR. TEE
8'x6 TELE
REAR TO PUMP MANUFACTURER
STA: 800+06.51
OFF.- 0.00'
I
I
GAS LINE CROSSING
STA. 90/+62.83
INV. EL E V. 6296.33
SANITARY SEWER CROSSING
STA. 90/+12.91
INV. EL E V. 6297.33
FS5-PIPE
83.0/' OF 6"C900PVC 2.3/%
6290
FSI -PIPE
8/' OF 6"C900PVC 0.00%
6285
FS5- TEE
6'X6" TEE
W/ THRUST BLOCK
AND MEGA LUG
STA : 900+68.8/
INV. EL E V. 6295.20'
J
FIRE SUPPRESSION MAIN
STA. 900+00.00 TO STA 901+00.00
SCALE: /"=20' HORZ.
SCALE: /"_/0' VERT.
GAS LINE CROSSING
STA. 90/+76.18
INV. EL E V. 6297.10
GAS LINE CROSSING
STA. 90/+82.81
INV. EL E V. 6296.71
F.56 -PIPE
36.00' OF 6" C900 PVC 6) 0.00%
FS3- TEE
6'X6" TEE
W/ THRUST BLOCK
AND MEGA LUG
STA : 902+22.70
INV. ELEV. 629433'
<-
c- M
IRRIGA TION LINE CROSSING
STA. 9034-71.16
INV. ELEV. 6299.82
6 "FIRE-?)
6"F IRE
6"FIRE
FS8-PIPE
275.30' OF 6" C900 PVC 6' 0.57%
CHUKKA TRAIL
TRACT A
\_F57 -PIPE
31.88' OF 6" C900 PVC & 3.00%
IRN_RAW WATER CROSSING
STA. 902+9475
63/0
6300
F58 -PIPE 6290
275.30' OF 6" C900 P VC ' 0.57%
0
Qc
o
0.
b
0
om
0
p_
b
L
Ll
H
o
(
O
0
p?
(EL
0
b
(Q-
O
0
bpt
Q)
0
o
b
O
0
p,
b
(3
L,
O
b
�
0
900+80
90/+60
902+10
903+20
6285
<-
LOTI
GRAPHIC SCALE
10 20
FIRE SUPPRESSION TAP
SCALE: /"=20' HORZ.
SCALE: /"_/0' VERT.
D / -IRR. TEE
8"x6" TEE
REFER TO PUMP MANUFACTURER
STA : 800+06.5/
INV. EL E V. 6306.12'
63/0
FSI -PIPE
6.01' OF 6" C900 PVC 0.00%
FS/ -BEND
6" 90° VERT. BEND
STA : 800+12.52
INV. EL E V. 6306.12'
( IN FEET )
I inch =20 ft.
FS2-BEND
8" XI VERT. BEND
STA : 800+12.52
INV. ELEV. 6305.9/'
6300
FS2-PIPE
12.09' OF 6"
6290
40
80
63/0
FS3- TEE
6"X6" TEE
W/ THRUST BLOCK
AND MEGA LUG
STA : 800+31.68
6300 INV. EL EV. 629433'
FS3-PIPE
/9. /7' OF 6" C900 PVC 6) 0.00%
6290
ROARING FORK ENGINEERING
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH-- (970)340-4130 F--(866)876-5873
CHECKED BY. RBG
DRAWN BY. VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
a)
C)
N
DESCRIPTION
REVISED CONSTRUCT. SET
I
JOB #: 2017-13
FOR
CONSTRUCT/ON
Q'cts
C57
ss — ss
E
F58 -PIPE
275.30' OF 6" C901' PVC 6) 0.571
6"FIRE
<—
LOT 3
6"FIRE
6"RIRE
<-
6"FIRE
6"FIRE
LOTd
W. BARN ACCESS RD
BARN d
6"FIRE —16 FIRE
6"FIRE
6"FIRS
FS9-PIPE
29757' OF 6" C900 PVC 1.02$
6"FIRE 6"FIRE I6"FIRE
6"FIRE
6"FIRE
6"FIRE
TRACT B
FS9-ELBOW
6" 45° HORIZ. BEND
W/ THRUST BLOCK
AND MEGA LUG
STA: 907+95.57
OFF: 0.00'
6"FIRE
/
6"FIF
00
_/000' OF6"C900PVC 1.2/1
<—
/'7
I
w m
i
(
LOT 5
1
1
nl Al Al Al
S
S
TRACT A
GRAPHIC SCALE
20
40
80
(IN FEET 1
I inch =20 ft.
63/0
6300
6290
6285
FINISH. GRADE
EXIST. GRADE
— — — — 1 — —
----------- - - -
OND l -
FIRE SUPPRESSION MAIN
STA. 90P00.00 TO STA 908+00.00
SCALE: /"=20' HORZ.
SCALE: /"_/0' VERT.
RAW WATER CROSSING
STA. 901+93.50
INV. ELEV. 6297 18 ------- ----
I
FS9-EL BOW
6" 15' HORIZ. BEND
W/ THRUST BLOCK
AND MEGA LUG
STA : 907+95.57
INV. EL E V. 6298.95'
F58 -PIPE
275.30' OF 6" C900 PVC @ 0.571
FS9-PIPE
297.57' OF 6" C900 PVC 1.021
FS/O-PIPE
10.00' OF 6"C900PVC 1.2/1
LLo
LLo
LLo
�o
1p
LLo
LLo
�o
LLo
LL
o
0C,Th
03 0
0
0, 0
Lri
0
0, 0
0
0, o
0
0,
901+80
905+60
906+10
907+20
63/0
6300
6290
6285
ROARING FORK ENGINEERING
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH-- (970)340-4130 F--(866)876-5873
CHECKED BY: RBG
DRAWN BY: VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
a)
C)
N
DESCRIPTION
REVISED CONSTRUCT. SET
I
JOB #: 2017-13
FOR
CONSTRUCT/ON
�NLLJCC i'cti
C58
TRACT A
J
cN
Gr�
-73
J �
00 L06vo
m
LOT4
FS 10 -ELBOW
6"225° HOR/Z. BEND
W/ THRUST BLOCK
AND MEGA LUG
STA: 908+05.57
OFF.- 0.00'
TRACT B
FSl3-PIPE
233.18' OF 6'6'900 PVC 1./4l
FS 13 -PIPE CAP
6"PIPE CAP
W/ THRUST BLOCK
AND MEGA LUG
STA: 912+71.28
OFF: 0.00'
INSTALL 2" TAP
STA.912+65.36
FS12-ELBOW
6" 11.25° HOR/Z. BEND
W/ THRUST BLOCK
AND MEGA LUG
STA: 910+38.10
OFF.- 0.00'
rn
1 �!
Al -01
Al E
S7 S7 S7 S7
S7
s
S7
S
s
s
9 9 9
9
0'
S7
0.
S
FS/2-PIPE
222.53' OF 6" C900 PVC t' 1,2/s
51S1
9
S
3�I
3\V"
3Ai
N. BARN ACCESS RD.
3 II L
I32iI3"9 3�I3"9
3II
3 II3"9 I 3�I3"9
3 II3"9
3II3"9 3�I3"9
LOWOFF
STA 912+65.36
0/ 2
10.00' OF 6" C90
FS/O-PIPE
PVC &1.2/S
s
s
s
s
S7 S
-- SS-
SS
ss—
FS 11 -ELBOW
6" 11.25° HOR/Z. BEND
W/ THRUST BLOCK
AND MEGA LUG
SS -
ss- SS- SS
SS- SS
ss
SS- SS- SS- SS- SS
s
s SS
SS SS SS SS
ss - SS SS SS
SS
SS
SS SS
SS SS
STA: 908+15.57
OFF.- 0.00'
ROARING FORK ENGINEERING
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH-- (970)340-4130 F--(866)876-5873
CHECKED BY. RBG
DRAWN BY. VJT
LOT 5
FS// -PIPE
10.00' OF 6" C900 PVC 1.211
MAINTENANCE BARN
LOT 6
McCL URE RIVER RANCH
20
0
G
APHIC SCALE
10 20
40
80
(IN FEET
I inch =20 ft.
63/0
6300
6290
6285
FS/O-EL BOW
6" 22.5° HORIZ. BEND
W/ THRUST BLOCK
AND MEGA LUG
STA: 908+0557
INV. ELEV. 6298.83'
FS/1-ELBOW
6" 11.25° HORIZ. BEND
W/ THRUST BLOCK
AND MEGA LUG
STA: 908+15.57
INV. ELEV. 6298.7/'
FIRE SUPPRESSION MAIN
STA. 908+00.00 TO STA 912+6Z67
SCALE: /"=20' HORZ.
SCALE: /"=10' VERT.
OLD HWY. 82
EXIST. GRADE FINISH. GRADE
I
FS/O-PIPE
10.00' OF6"C900PVC & 1.2/S
FS/I -PIPE
10.00' OF 6" C900 PVC c 1.2/%
FS/2-PIPE
222.53' OF 6" C900 PVC ' 1.211
INSTALL 2" TAP
ST A.912+55.67
ELEV .6293.40
��
0
0
h
Cr)
��
0
cl.
0
h
Qs
p-
0�
Lc--;
0
cl.
0
h
t...7
Cr)
��
0
0
h
p,
Do
-,7
0
cl.
0
h
t...7
Cr)
��
0
0
h
p-'
Do
N�
0
cl.
0
h
,�
0
0
h
p.
c
�o
;�
0
0
h
Cr)
��
0
0
0
h
p�
0,
0;
0
0
h
".q.
908+80
909+60
9/0+10
9/1+20
9/2+00
63/0
6300
6290
6285
DESCRIPTION
REVISED CONSTRUCT. SET
CARBONDALE, CO 81623
JOB #: 2017-13
FOR
CONSTRUCTION
LLI
clIcLi
C59
C
CONNECT 2"
TRANSMISSION LINES
INTO TWO MANIFOLDS
MANIFOLS TO BE
1.5" DIA. SCH 40 PVC
SEPTIC FIELD
50' SET BACK
N201061.87
E117357.67
I SEPTIC FIELD
25' SET BACK
FLUSHING
I ASSEMBLY AT
END OF
IEACH ROW(TYP.)
I SEE DETAIL
I
I
N
N
N201039.64
E117511.58 \
\ Nle
I
I
I
I
I
I
I
I
I
I
ft
U
ft
II
II
W
rn
0
I XI
Inas
Ins
NON
IMEN
liii
Nina
0 Ina
111110
Nan
Hun
I noNanaim
12.00'
I
L191
XI
XI
L18
I
N201073.75
E117359.39
SEPTIC FIELD
10' SET BACK
I
I
I
I
I
I
00 i b
1
1
1
1
1
1
INSPECTION RISER PORTS
AT THE BEGINNING AND END
EACH LATERAL (TYP.)
45 DEGREE BEND
STA.4+59.25
0/S 0.00'
45 DEGREE BEND
STA.4+55.73
0/S 0.00'
SOUTH SEPTIC FIELD
TWO (2) ZONES EACH WITH
FOUR (4) ROWS OF 19
QUICK 4 INFILTRATORS
IN A BED CONFIGURATION
1.5" SCH-40 LATERALS
FORCE
MAIN
TWO (2) 1.5" DIA. SCH-40 PVC I
PRESSURIZE TRANSMISSION LINE
FROM ADV DOWN TO STA
N201051.52
E117513.30
\
I
1 1
SINGLE COMPARTMENT
PRE -CAST 2,000 GAL TANK
BARN -3 INLET
USE TWO (2) 45 DEGREE
BENDS TO ENTER TANK
BARN -1 AND 2 INLET
• WA
RA
ADV
STA.3+51.74
0/S 0.00'L
/
7
OS
OS
WJ
IRR
W
- IRR
RAW
OF
I
I
I
I
I
I
I
I
I
SEPTIC FIELD
100' SET BACK
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I /
I /
I /
I /
/
/
I
I
OS-, OS
- -I
IRR IRR
/RAW
\OS
IRR
/
/
/
/
/
/
/
FORCE MAIN
1.5" DIA. SCH-40 PVC
PRESSURIZE TRANSMISSION LINE
FROM PUMP BASIN UP TO ADV
•
/
/
/
/
/
i
TRACT B
SEPTIC FIELD
100' SET BACK
TIE INTO SOUTH
SEPTIC TANKS
STA.1 +81 .90
0/5 0.00'
INV. IN TO SOUTH
2,000 GAL, SINGLE COMPARTMENT
SEPTIC TANK
STA.3+ 17.55
0/5 0.00'
SEPTIC FIELD
180' SET BACK
45 DEGREE BEND
STA.2+97.85
0/5 0.00'
45 DEGREE BEND
STA.3+04.93
0/S 0.00'
L7
END OF BARN -3
SEWER SERVICE ALIGNMENT
STA.1 +88.39
0/5 0.00'
INV. IN TO SECIOND
2,000 GAL, DOUBLE
SEPTIC TANK
STA.3+32.72
0/5 0.00'
L15
L14
N
SOUTH N
COMPARTMENT N
END OF BARN -1 AND 2
SEWER SERVICE ALIGNMENT
STA.3+45.89
0/5 0.00'
START SOUTH
FORCE MAIN
ALIGNMENT
N201409.40
E117550.45
RA
OS
IRR I
OS
IRR
RAW
IRR
OS
IRR
RAW
OS
IRR
OS
0
IRR
RAW
OS OSS Os
IRR / IRR
RAW
« -1NJ <
L16 ;
IRR
C)
N
N
\
OS
IRR
RAW
OS
RA
IRR
ALTERNATING DISTRIBUTION VALVE (ADV)
ORENCO MODEL V6402A
WITH ORENCO AIR VALVE ASSEMBLY
TO BE PLACED AT HIGH POINT
FORCED MAIN DISCHARGE LINE
TO EXIT OUT SIDE OF TANK
DOUBLE COMPARTMENT
PRE -CAST 2,000 GAL TANK
WITH PUMP BASIN IN
SECOND CHAMBER
WA
ss
FM
LOT 2
ss ss -
I
TANK
CONFIGURATION
SCALE: 1 "=10'
MIDDLE SEPTIC
SYSTEM TANKS
i
SM
SM
/
/
/
/
SANITARY "Y"
CONNECTION
0+74.00
0 •.00'
FOR BAR
/
L 113
as OS
ss
•.•
OS
as
OS
RR
- IRR
RA
IRR
N
10" GAS LINE CROSSING
STA.1 + 12.98
0/5 0.00'
4" GAS LINE CROSSING
STA.1 +03.57
0/5 0.00'
6" GAS LINE CROSSING
STA.0+94.79
0/S 0.00'
\
G
0
IRR
Graphic Scale
0 10 20 40
\
IRR
RAW
IRR
- IRR
RAW
L12 S J SS ' SS , SS I S�S`� SS-
N1 ,
IRR
\
20'
\
45 DEGREE BEND
0/S 0.00'
45 DEGREE BEND
STA.0+ 66.99
SS
SS SS
L8
SM
/
SM
SM
LOT 1
BARN -2 SANITARY SEW
CO ON
0/S 0.001
N: 201292.711
E: 117583.961
BARN -2
45 DEGREE BEND
STA.0+75.07
0/S 0.00'
45 DEGREE BEND
STA.0+ 68.00
0/5 0.00'
BARN -1 SANITARY SEWER
CONNECTION
0/5 0.00'
N: 201278.710
E: 117769.961
cel
L3
45 DEGREE BEND
STA.1 +58.12
rr
rrC
SEPTIC FIELD
25' SET BACK
SEPTIC FIELD
25' SET BACK
SEPTIC FIELD
10' SET BACK
6303
ELECTRIC LINE
TO POWER
ORENCO PUMP
7 F17
vu
cn
-
E-
171
171
45 DEGREE BEND
STA.1 +51.05
0/S 0.00'
6"FIRE 6"FIRE
6"F IRE
LOT 3
45 DEGREE BEND
0/5 0.00'
BARN 3
SANITARY SEWER
CONNECTION
ROARING FORK ENGINEERING
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH: ( 970) 340-4130 F: ( 866) 876-5873
CHECKED BY: RBG
DRAWN BY: VJT
McCLURE RIVER RANCH
CARBONDALE, CO 81623
>-
ca
rY
cc
10/22/2019
0
Lin
JOB #: 2017-13
FOR
CONSTRUCTION
C60
63/0
6300
63/0
6300
6290
6285
0
68.00' OF 1" 61 1.211
CLEANOUT
FINISHED GRADE
45° HORZ. BEND
STA.0+75.05
EL E V.6298.23
45° HORZ. BEND
STA.1 +51.05
EL E V.6297.29
BARN -1 TO SOUTH SEPTIC TANK
SANITARY CONNECTION
SCALE: /"=20' HORZ.
SCALE: /"=/0' VERT.
45° HORZ. BEND
STA.I +58.12
EL E V.6297.20
45° HORZ. BEND
STA.2+97.85
EL E V.6295.47
EXISTING GRADE
26.71'OF1"1211
Z07' OF .1"&) 1.211
45° HORZ. BEND
-STA.3+04.91
EL E V.6295.38
63/0
rt
2000 -GALLON, SINGLE
COMPARTMENT TANK
2000 -GALLON,
TWO-COMPARTMENT TANK
300
1/3.00' OF 1" @ 1.211
BARN -I SANITARY SEWER
CONNECTION
STA. -0+00.00
INV. OUT ELEV.6299.17
Z07' OF 1" ' 1.211
75.98' OF 1" ' 1.211
45° HORZ. BEND
-STA.0+68.00
EL E V.6298.32
FINISHED GRADE
ELEVATION
Z07' °F1"@ 1.211
-FLOW LINE
ELEVA TION
TIE IN BARN -2
SEWER SERVICE
S TA.2+71.12
EL E V.6295.80
/2.62' OF 1" 6) 1.211-"
INV. INTO
SOUTH SEPTIC TANKS
STA.3+17.63
EL E V.6295.22
c:r
oe
o
a
a o
a
o,
ok
o
i
o, o
o,
0k
o
o
o, o
ocao
o
o,
S0°01'30"W
0+00
---------1/3.07' OF ---
TIE INTO MANIFOLDS
6290 FOR STA LATERALS
INV. ELEV.6295.91
6285
TWO (29 1.5" DIA. SCH-I0
H -0.85 '
0+80
63/0
6300
6290
6285
0
63/0
EXISTING GRADE
66.99' OF1"61 1.211
/+60
BARN -2 TO SOUTH SEPTIC TANK
SANITARY CONNECTION
SCALE: /"=20' HORZ.
SCALE: /"=/0' VERT.
45° HORZ. BEND TIE INTO LINE FROM
STA.0+66.99- BARN -I WITH
ELEV.6295.65 -SANATARY "Y"
STA.0+74.07
EL E V.6295.59
INV. OUT OF BARN -2
STA. -0+00.00
EL E V.6296.79
FINISHED GRADE
ELEVATION
-1211
7.//' OF1"' 1.211
26.71' OF1"@ 1.211
FLOW LINE
ELEVATION
/2.62' OF 1" 1.211
INV. INTO
SOUTH SEPTIC TANKS
ST A.1 +20.52
EL EV.6295.22
2+10
45° HORZ. BEND
STA.1 +00.81
EL EV.6295.38
45° HORZ. BEND
STA. I +07.88
EL EV.6295.32
63/0
2000 -GALLON, SINGLE
COMPARTMENT TANK
2000 -GALLON,
TWO-COMPARTMENT TANK
0+00
6300
4' MAX BURIAL DEPTH
-LIORENCO ADV
AT HIGH POINT IN LINE
INV. IN
ELF V.6298.00
6290
6285
CLEAN OUT
INV. INTO SOUTH
SEPTIC TANK
STA. I +81.90
EL EV.6295.22
0+80
BARN -3 TO SOUTH SEPTIC TANK
SANITARY CONNECTION
SCALE: /''=20' HORZ.
SCALE: /"=/0' VERT.
6" GAS LINE CROSSING
STA.0+94.79-
TOP OF PIPE ELEV.6296.30
4" GAS LINE CROSSING
ST A.1 +03.57 -
TOP OF PIPE ELEV.6295.91
I-
-EXISTING
GRADE
300
6290
6285
4' MAX BURIAL DEPTH
22.5° VERT. BEND
STA.0+04.54
EL E V.6301.29
179' OF1"6141/81
5.32' OF1"@ZOOS
/8.30' OF 1" 1.921
TWO (21 45 DEGREE BENDS
TO CONVEY EFFLUENT 10" GAS LINE
DOWN INTO TANK CROSSING STA.I+12.98
TOP OF PIPE ELEV.6295.30
2000 -GALLON, SINGLE FINISHED GRADE
COMPARTMENT TANK ELEVATION
45° HORZ. BEND
W/ CLEANOUT
VERT. DEFLECTION STA.0+32.93
S T A.0+92.65 EL E V.6298.71
EL E V.6297.56
-FLOW LINE
ELEVATION
45° HORZ. BEND
STA.0+14.64
EL E V.6299.07
63/0
3+20
6285
4' MAX BURIAL DEPTH
LINE TABLE
o
Cr,
�H
0�
Lo
LENGTH
h
a
0+00
6300
4' MAX BURIAL DEPTH
-LIORENCO ADV
AT HIGH POINT IN LINE
INV. IN
ELF V.6298.00
6290
6285
CLEAN OUT
INV. INTO SOUTH
SEPTIC TANK
STA. I +81.90
EL EV.6295.22
0+80
BARN -3 TO SOUTH SEPTIC TANK
SANITARY CONNECTION
SCALE: /''=20' HORZ.
SCALE: /"=/0' VERT.
6" GAS LINE CROSSING
STA.0+94.79-
TOP OF PIPE ELEV.6296.30
4" GAS LINE CROSSING
ST A.1 +03.57 -
TOP OF PIPE ELEV.6295.91
I-
-EXISTING
GRADE
300
6290
6285
4' MAX BURIAL DEPTH
22.5° VERT. BEND
STA.0+04.54
EL E V.6301.29
179' OF1"6141/81
5.32' OF1"@ZOOS
/8.30' OF 1" 1.921
TWO (21 45 DEGREE BENDS
TO CONVEY EFFLUENT 10" GAS LINE
DOWN INTO TANK CROSSING STA.I+12.98
TOP OF PIPE ELEV.6295.30
2000 -GALLON, SINGLE FINISHED GRADE
COMPARTMENT TANK ELEVATION
45° HORZ. BEND
W/ CLEANOUT
VERT. DEFLECTION STA.0+32.93
S T A.0+92.65 EL E V.6298.71
EL E V.6297.56
-FLOW LINE
ELEVATION
45° HORZ. BEND
STA.0+14.64
EL E V.6299.07
63/0
3+20
6285
4' MAX BURIAL DEPTH
LINE TABLE
LINE
BEARING
LENGTH
L8
N0°00'10"E
66.99'
L9
N44°41'49"W
7.01'
INV. OUT OF
BARN -3
STA.0+00.16
ELEV.6301.40
6300
22.5° VERT. BEND
STA.0+09.31
EL E V.6299.16
0
0
0
a
-
a
or,'
LENGTH
/ +00
SOUTH SEPTIC TANK
TO SOUTH STA
SCALE: /"=20' HORZ.
SCALE: /"_/0' VERT.
------
315.82' OF
STORM LINE CROSSING
INV. ELEV.6290.49
EXISTING GRADE
6290
6285
01-00
LINE TABLE
LINE
BEARING
LENGTH
L10
S89°59'49"W
14.64'
L11
S42°45'35"W
18.29'
L12
S0°01'30"W
148.60'
L13
N89°58'02"E
6.86'
SOUTH SEPTIC
TANK SYSTEM PUMP BASIN
LINE TABLE
LINE
BEARING
LENGTH
L1
N90°00'00"W
68.00'
L2
N45°00'00"W
7.07'
L3
N0°00'00"E
75.98'
L4
N45°00'00"W
7.07'
L5
N90°00'00"W
139.74'
L6
N45°00'00"W
7.07'
L7
N0°00'00"E
41.30'
EXISTING GRADE
ELEVATION
FORCE MAIN FL
ELEVATION
1.5" DIA. SCH-10 PVC
/.00%
FORCE MAIN
INV. OUT
EL EV.6294.54
�
,,z:
�
Qs o
o,
oa
o
oa
rnrn
o
o,
0Cr,
o,o
oa
o
o
o
0
00,
o�
oa
�
orn
Q
o,
e
�!ioa
oa,
Cc,
o
S55°23'43"W
3.52'
�o
S8°36'50"W
5.87'
ko
CO
CIZ. CC)
o
CO
CC) CO
o
CO
C10.
1+00
3+00
2+00
/+00
63/0
6300
6290
6285
LINE TABLE
LINE
BEARING
LENGTH
L14
N90°00'00"W
6.49'
L15
S43°46'59"W
1.56'
L17
N90°00'00"W
103.97'
L18
S55°23'43"W
3.52'
L19
S8°36'50"W
5.87'
ROARING FORK ENGINEERING
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH: ( 970) 340-4130 F: ( 866) 876-5873
CHECKED BY: RBG
DRAWN BY: VJT
McCLURE RIVER RANCH
CARBONDALE, CO 81623
� � I
JOB #: 2017-13
FOR
CONSTRUCTION
C61
DESIGN NOTES
• DESIGN PER PERFORMANCE TEST PER ASTM 01227
• TOP SURFACE AREA 87.75 ft 2
• F'C W 28 DAYS: CONCRETE = 6,000 PSI MIN.
INSTAL L A TION:
• TANK TO BE SET ON 5" MIN. SAND BED OR PEA
GRAVEL
• TANK TO BE BACKFIL L ED UNIFORMLY ON ALL SIDES
IN LIFTS LESS THAN 24'"AND MECHANICAL L Y
COMPACTED
• EXCA VA TED MATERIAL MAY BE USED FOR BACKFILL,
PROVIDED LARGE STONES ARE REMOVED
• EXCA VA TION SHOULD BE DEWA TERED AND TANK
FILLED WITH WATER PRIOR TO BEING PUT IN
SERVICE FOR INS TAL L A TION WITH WATER TABLE
LESS THAN 2' BELOW GRADE
• MEETS Cl64V-06 FOR RESILIENT CONNECTORS
• INLET AND OUTLET IDENTIFIED ABOVE PIPE
• PVC OR CONCRETE RISERS A VAIL ABL E TO MEET
PROPOSED GRADE.
• REFER TO THE VALLEY PRECAST INSTALLATION
GUIDE
FLEXIBLE BOOT
INLET
ALLOWABLE BURY
(Based on Water Table)
WATER TABLE
ALLOWABLE
EARTH FILL
0'- 0"
3'- 0"
1'
- 0"
3' - 0"
2'
- 0"
4' - 0"
3'
- 0"
4' - 0"
2,142 gallons
DRY
4' - 0"
I
13.50'
20" CLEAR ACCESS
D
d
TOP VIEW
24" MIN. HEIGHT
=I I
I I -
da
EFFLUENT FILTER
4"
4
13.1'
SECTION VIEW
Digging Specs
Invert
Dimensions
Net
Capacity
Net Weight
Lid
Tank
Total
15' Long x 8' Wide
4.66' below inlet
invert lbs
Inlet
4.66'
Outlet
4.41'
Length
15.5'
Width
6.5'
Height
5.6'
2,142 gallons
5,420 lbs
15,140 lbs
20,560
DISTRIBUTION PIPING
HUNG FROM TOP OF
QUICK 4 CHAMBER
PVC CAP
2,00 GALLON SINGLE COMPARTMENT SEPTIC TANK
FIELD LENGTH AND WIDTH PER PLAN
TOPSOIL
NATIVE BACKFILL
1.5" PERFORATED DISTRIBUTION PIPE
SCH-40 PVC WITH 8" ORIFICES
SPACED EVERY 3'
12"
O W TS BED INFIL TRA TION SYSTEM
NTS
IRRIGATION BOX
WITH MAGNET GLUED
INTO LID
4" SCH 40 PVC
INSPECTION RISER
WITH 2" VERTICAL SAW CUT
1-2" CONCRETE SAND
1.5" PERFORATED
DISTRIBUTION SCH 40 PVC PIPE
INSPECTION RISER DETAIL
NOT TO SCALE
LID TO BE LEVEL WITH
GROUND
FILL MATERIAL
1.25" PVC SCH 40
LINE FROM INFILTRATOR
DESIGN NOTES
• DESIGN PER PERFORMANCE TEST PER ASTM C1227
• TOP SURFACE AREA 87.75 FT2
• F'C @ 28 DAYS; CONCRETE = 6,000 PSI MIN.
INSTALLATION:
• TANK TO BE SET ON 5" MIN. SAND BED OR PEA GRAVEL
• TANK TO BE BACKFILLED UNIFORMLY ON ALL SIDES IN LIFTS LESS THAN
24" AND MECHANICALLY COMPACTED
• EXCAVATED MATERIAL MAY BE USED FOR BACKFILL, PROVIDED LARGE
STONES ARE REMOVED
• EXCAVATION SHOULD BE DEWATERED AND TANK FILLED WITH WATER
PRIOR TO BEING PUT IN SERVICE FOR INSTALLATION WITH WATER TABLE
LESS THAN 2' BELOW GRADE
• MEETS C1644-06 FOR RESILIENT CONNECTORS
• INLET AND OUTLET IDENTIFIED ABOVE PIPE
• REFER TO THE VALLEY PRECAST INSTALLATION GUIDE
24" MIN. HEIGHT
BUTYL RUBBER
SEALANT
OUTLET
4' MAX BURIAL DEPTH
6" MIN., NON -TRAFFIC AREAS
3' OF SAND MEETING
GARFIELD COUNTY STANDARDS
FINISH. GRADE
—111-111-111-111-1-1-11'
•1111 III III IIIIImIII
LATERAL FLUSHING DETAIL
NOT TO SCALE
2" PVC SLIP X
FPT ADAPT. W/
PLUG
10" HDPE HAND
HOLD
2" BALL VALVE
2" PVC SPOOL
2" PVC LONG SWEEP
90° BEND
NATIVE SOIL
BUTYL RUBBER
SEALANT
13.50'
TOP VIEW
24" MIN. HEIGHT
FLEXIBLE BOOT
INLET
ALLOWABLE BURY
(Based on Water Table)
WATER TABLE
ALLOWABLE
EARTH FILL
0'- 0"
3'- 0"
1' - 0"
3' - 0"
2' - 0"
4' - 0"
3' - 0"
4' - 0"
DRY
4' - 0"
Total
Lid
Tank
0
a
6.08'
15.5'
6.5'
d a
1559 gal
507 gal
2066 gal
5420 lbs
$
21150 lbs
d
a
°
f.--
20" CLEAR ACCESS
(Q
0
—
"°'
n d
n'
M
°
a
u
a
<d< n a
e
<
a
TOP VIEW
24" MIN. HEIGHT
FLEXIBLE BOOT
INLET
ALLOWABLE BURY
(Based on Water Table)
WATER TABLE
ALLOWABLE
EARTH FILL
0'- 0"
3'- 0"
1' - 0"
3' - 0"
2' - 0"
4' - 0"
3' - 0"
4' - 0"
DRY
4' - 0"
d
4"
WIRES TO PANEL
4
24" MIN. HEIGHT
QUICK DISCONNECT
BALL VALVE
'Service contracts available formaintenarnce *
13.08'
SECTION VIEW
Digging Specs
Invert
Dimensions
Net Capacity
Net Weight
15' Long x 8' Wide
4.67' below inlet
Inlet
Outlet
Length
Width
Min.
Height
Inlet Side
Outlet
Total
Lid
Tank
Total
4.67'
6.08'
15.5'
6.5'
7.67'
1559 gal
507 gal
2066 gal
5420 lbs
15550 lbs
21150 lbs
2,000 GALLON TWO COMPARTMENT SEPTIC TANK WITH
HIGH HEAD PUMP
TOP VIEW
ORENCO V&102
PVC ENCLOSURE IN 30" DIAMETER ONLY
STAINLESS STEEL BOLTS
AND URETHANE GASKET
FINISHED GRADE
AIR RELEASE VALVE
30 PVC ENCLOSURE
FROM PUMP
MIN. 1%
6000 SERIES
1.5" INLET & OUTLET
15 - 100 GPM FLOWRATE
a
o-
a
o-
a
a
HOSE
IIL
24"
_A
oft eget-opec•Oeopeolle4ife
SIDE VIEW
FLOW TO
TANKS
TO FIELD
MIN. 1%
1.5" OUTLET PIPE
6"-8" GRAVEL BASE
AUTOMATIC DISTRIBUTION VALVE
ORENCO V6102
AUTOMA TIC DISTRIBUTION VALVE DETAIL
NOT TO SCALE
OUTLET TO ADV
DRILL %6" HOLE IN ELBOW FOR
DRAIN BACK
ORENCO DUPLEX PUMP
(PF500552)
NOTE: WATER AND SEWER SERVICE LINES ARE REQUIRED TO BE A MINIMUM OF 10' APART
PVC CAP
1"" DEEP SAW CUT
PVC CLEANOUT, VENT, OR
OBSERVATION PIPE
OBSERVATION PORT / CLEANOUT CAP
NOT TO SCALE
45 MJ WYE OR ELBOW
4" PVC
7—EXISTING DIRT OR TOPSOIL
AREA
1
1-11144414m41 11— 11 I C
11 11-1 11-1 11-1 I I— I I-1 11-1
—111=111=111-11I
III—III—III—III-
1-III—III—III—I I I—.. .
—III—I I I—I I I— 11=
11 I_ I 1I I I11
N
•��o�ot
-AldP14
.04111. ati
at
MIN.
rF
NATIVE MATERIAL (3" MINUS)
AGGREGATE AS DETERMINED
COMPACTION DENSITY OF
ASTM D698
— I I I
I I I
E
GREQATE BASE COURSE COMPACTION
R AS-tM D698
SEWER TRENCH DETAIL
NOT TO SCALE
PLUG
CONCRETE
SUPPORT
COLLAR
I�illllllll
CLEANOUT DETAIL
NOT TO SCALE
45 MJ ELBOW
9 DIRECTION OF FLOW
CD
W
W
CD
W
c
0
U-
c
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH: ( 970) 340-4130 F: ( 866) 876-5873
CHECKED BY: RBG
DRAWN BY: VJT
McCLURE RIVER RANCH
CARBONDALE, CO 81623
Lu
10/22/2019
U
00
ILuU
Ucf)
v) > I-
W W W
JOB #: 2017-13
FOR
CONSTRUCTION
C62
FORCE MAIN TO
SOUTH SOIL TREATMENT AREA
« WA
SEPTIC FIELD
100' SET BACK
BARN -1 SEWER SERVICE
SEPTIC FIELD
180' SET BACK
BARN -3 INLET
USE TWO (2) 45 DEGREE
BENDS TO ENTER TANK
FORCED MAIN DISCHARGE LINE
/
/
I
I
I
ALTERNATING DISTRIBUTION VALVE (ADV)
ORENCO MODEL V6402A
WITH ORENCO AIR VALVE ASSEMBLY
TO BE PLACED AT HIGH POINT
ALTERNATING DISTRIBUTION VALVE (ADV)
ORENCO MODEL V6402A
WITH ORENCO AIR VALVE ASSEMBLY
TO BE PLACED AT HIGH POINT
SEPTIC FIELD
25' SET BACK
SEPTIC FIELD
10' SET BACK
CONNECT TRANSMISSION LINES
INTO TWO MANIFOLDS
SEPTIC FIELD
50' SET BACK
BARN -2 SEWER SERVICE
MIDDLE SEPTIC FIELD
FOUR (4) TRENCHES OF 30
QUICK 4 INFILTRATORS
IN A BED CONFIGURATION
1.5" SCH —40 LATERALS
DOUBLE COMPARTMENT
PRE—CAST 2,000 GAL TANK
WITH PUMP BASIN IN
SECOND CHAMBER
\ AT
•
FORCE MAIN
OUTLET FROM
-PUMP BASIN
0/S 27.99'L
INV. INTO MIDDLE
2,000 GAL, DOUBLE COMPARTMENT
SEPTIC TANK
0/S 14.491
END OF ALIGNMENT
STA.4+25.21
0/5 0.00'
INV. INTO MIDDLE
2,000 GAL, SINGLE COMPARTMENT
SEPTIC TANK
STA.4+18.72
LOT
2
ss
mat
TO POWER
Qi3ENCO PUMPS
IA
SS
SEPTIC FIELD
180' SET BACK
BARN —3 SEWER SERVICE
LOT 3
Graphic Scale
0 10 20 40
AJ
71
vu
17)
LOT 4
20'
BARN -4
END OF ALIGNMENT'.." --
RAW WATER LINE
CROSSING
0/S 0.00'
jts 711-ps ss ss ss
SS S
L3
SS—
SS
IRE
6"FIRE
6"FIRE
6 'FIRE
-11
fl
INSPECTION RISER PORTS
THE BEGINNING AND END OF
EACH LATERAL (TYP.)
FLUSHING ASSEMBLY AT
END OF EACH ROW(TYP.)
SEE DETAIL
SOUTH SEPTIC
SYSTEM TANKS
FM
TANK
CONFIGURATION
0
3
ut
IF
IRR
IRR
IRR
IRR
IRR IRR
4'DIA. MIDDLE
SANITARY MANHOLE
0/5 0.00'
/ IRRIGATION LINE
CROSSING
0/S 0.00'
4'DIA. MIDDLE
SANITARY MANHOLE
0/S 0.00'
ALIGNMENT STA4T
45° HORZ. BEND
STUB OUT BARN -4 FORCE MAIN
WITH END CAP \_
N201691.707 55
E117695. 7J KJ
10" GAS LINE CROSSING
STA.2+72.96
70
4" GAS LINE CROSSING
0/S 0.00'L
6" GAS LINE CROSSING
STA.2+53.45
yr
ROUT POWER FROM
TRANSFORMERS
FOR ORENCO PUMPS
BARN -4 AND CABINS SEWER SERVICE
TIE IN
SINGLE COMPARTMENT
PRE—CAST 2,000 GAL TANK
LINE TAB LE
LINE
BEARING
LENGTH
L1
S89.52'40"W
81.82'
L2
S45°00'41"W
62.98'
L3
SO°22'45"W
284.56'
L4
N89.59'36"W
140.66'
ski
ski
•
TRACT A
TV
STUB OUT CABINS FORCE MAIN
WITH END CAP
ALIGNMENT START
G SM
/7/
c:////11:licitgall;
•
fr
Ski
sm
sm
Sm
44
Er
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH: ( 970) 340-4130 F: ( 866) 876-5873
CHECKED BY: RBG
DRAWN BY: VJT
McCLURE RIVER RANCH
CARBONDALE, CO 81623
DRAWN BY
10/22/2019
JOB #: 2017-13
FOR
CONSTRUCTION
LU
C63
4' MAX BURIAL DEPTH
63/0
6300
6290
6285
13416' OF1"@2.27%
BARN -I TO MIDDLE SEPTIC TANK
SANITARY CONNECTION
SCALE: /"=20' HORZ.
SCALE : 1 "=10' VERT.
-FINISHED
GRADE -EXISTING
GRADE
MIDDLE SANITARY MANHOLE /
STA :0+52.92 OFF :002R
RIM :630412
SUMP :630a 68
INV IN 6300781 "
INV IN 6300781 "
INV OUT :6300681 "
INV. IN TO MIDDLE
SEPTIC TANKS
STA.4+18.72
EL E V.6295.23
2000 -GALLON, SINGLE
COMPARTMENT TANK
10" GAS LINE CROSSING
STA.2+73.24
TOP OF PIPE ELEV.6297.01
6" GAS LINE CROSSING
STA.2+53.44
TOP OF PIPE ELEV.6297.17
4" GAS LINE CROSSING
-STA.2+60.02
TOP OF PIPE ELEV.6297.59
231.63' OF .1"6) 1.00%
EXISTING GRADE -
ELEVATION
-SEWER FL EL.
1.5 SCH-40 FORCE MAIN _/'
SLOPED @ 0.50% FORCE MAIN STUB
FOR BARN -4 SEWER SERVICE
CAP END OF PIPE-
STA.0+03.01
EL E V.6300.52
rn
a
opo
o
Om
a
CN
o
Om
o,
�o
o
Cr) 0
0�,�
�a
o
a
a o
0
ao
0
0
1+00
3+00
2+00
CABINS FORCE MAIN TO MIDDLE
SANITARY NANHOLE - l
SCALE: 1"=20' HORZ.
SCALE: /"_/0' VERT.
MIDDLE SANITARY MANHOLE /
RIM :630412 STORM DRAIN CROSSING
63/0 INV IN : 630078
INV IN : 6300.78 STA. 0+6416
INV. ELEV. 630
INV OUT 6300.68 3.07
6300
6290
6285
STORM DRAIN CROSSING FINISHED
STA.0+16.59 RADE
INV. ELEV. 6303.1 EXISTING
GRADE
1.5" SCH-40 FORCE MAIN
SLOPED @ 0.50%
45° HORZ. BEND
STA.0+81.82-
EL EV.6300.49
EXISTING GRADE -
ELEVATION
ELECTRIC AND COMMUNICATION
LINE CROSSINGS
SEWER FL EL.
FORCE MAIN STUB
CABINS SEWER SERVICE
CAP END OF PIPE
STA.0+00.91
INV. ELEV.6300.09
1+00
Th
63/0
I
6300
6290
6285
/+00
63/0
6300
6290
6285
V
W
W
W
O
U-
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH: ( 970) 340-4130 F: ( 866) 876-5873
CHECKED BY: RBG
DRAWN BY: VJT
McCLURE RIVER RANCH
CARBONDALE, CO 81623
l
JOB #: 2017-13
FOR
CONSTRUCTION
WOW
Q 1- J
Q
— Lil
C64
D D
0 0 0
0
0 0
0
0-3
1+00
Th
63/0
I
6300
6290
6285
/+00
63/0
6300
6290
6285
V
W
W
W
O
U-
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH: ( 970) 340-4130 F: ( 866) 876-5873
CHECKED BY: RBG
DRAWN BY: VJT
McCLURE RIVER RANCH
CARBONDALE, CO 81623
l
JOB #: 2017-13
FOR
CONSTRUCTION
WOW
Q 1- J
Q
— Lil
C64
PVC CAP
DESIGN NOTES
• DESIGN PER PERFORMANCE TEST PER ASTM 01227
• TOP SURFACE AREA 87.75 ft 2
• F'C 28 DAYS: CONCRETE = 6,000 PSI MIN.
INSTAL L A TION:
• TANK TO BE SET ON 5" MIN. SAND BED OR PEA
GRAVEL
• TANK TO BE BACKFIL L ED UNIFORMLY ON ALL SIDES
IN LIFTS LESS THAN 24'"AND MECHANICAL L Y
COMPACTED
• EXCA VA TED MATERIAL MAY BE USED FOR BACKFILL,
PROVIDED LARGE STONES ARE REMOVED
• EXCA VA TION SHOULD BE DEWA TERED AND TANK
FILLED WITH WATER PRIOR TO BEING PUT IN
SERVICE FOR INS TAL L A TION WITH WATER TABLE
LESS THAN 2' BELOW GRADE
• MEETS Cl64V-06 FOR RESILIENT CONNECTORS
• INLET AND OUTLET IDENTIFIED ABOVE PIPE
• PVC OR CONCRETE RISERS A VAIL ABL E TO MEET
PROPOSED GRADE.
• REFER TO THE VALLEY PRECAST INSTALLATION
GUIDE
FLEXIBLE BOOT
INLET
ALLOWABLE BURY
(Based on Water Table)
WATER TABLE
ALLOWABLE
EARTH FILL
0'- 0"
3'- 0"
1'
- 0"
3' - 0"
2'
- 0"
4' - 0"
3'
- 0"
4' - 0"
2,142 gallons
DRY
4' - 0"
I
13.50'
20" CLEAR ACCESS
D
d
TOP VIEW
24" MIN. HEIGHT
=I I
I I -
II—
da
EFFLUENT FILTER
4"
4
13.1'
SECTION VIEW
Digging Specs
Invert
Dimensions
Net
Capacity
Net Weight
Lid
Tank
Total
15' Long x 8' Wide
4.66' below inlet
invert lbs
Inlet
4.66'
Outlet
4.41'
Length
15.5'
Width
6.5'
Height
5.6'
2,142 gallons
5,420 lbs
15,140 lbs
20,560
TOPSOIL
NATIV
BACKFILL
2,000 GALLON SINGLE COMPARTMENT SEPTIC TANK
PVC CAP
OBSERVATION PORT
i�-���-ISI
• II III=III—III III-III=III=III=III=IIIIIIIII—III—III—
—1111 I—III—III—III—III—III—I 1=1 1=1 II 1=1111111
—111=111=111=1�1=1�1=1�1=1�1=1�1=1�1=1�1=1�1=1�1=111=11 1
1—III=III=III—III=III—III—III=III—III—III—III—III—III—III-1
=1 1 1-1 1 1-1 1 1-1 1 1-111—III III—III—III III—I 1—I 1—I 1-1111
11 I-111-111-111-111= UNDISTURBED EARTH -III III=1 I-1 1
1 111=111-111-111=111-111-111-111-111-111-111-1111 '
1111=111-111-111-111111-111-111-111=111=111-1111.
III1=1 11—I 11—I 11—I 11—I 11—I 11-1 11—I 11—I 11-1 11—I 11=1 11=1.
H 11=111-111-111=111-111-111=111-111-111=111-111-1.
" —I I I=I I I=I I I=III=I 11=1 I I=III=111=111=1_.
111=111=111=111=111=111-1 =1 .
111=111-111-111-1
I—III11 I1 I I,
TOPSOIL
DESIGN NOTES
• DESIGN PER PERFORMANCE TEST PER ASTM C1227
• TOP SURFACE AREA 87.75 FT2
• F'C @ 28 DAYS; CONCRETE = 6,000 PSI MIN.
INSTALLATION:
• TANK TO BE SET ON 5" MIN. SAND BED OR PEA GRAVEL
• TANK TO BE BACKFILLED UNIFORMLY ON ALL SIDES IN LIFTS LESS THAN
24" AND MECHANICALLY COMPACTED
• EXCAVATED MATERIAL MAY BE USED FOR BACKFILL, PROVIDED LARGE
STONES ARE REMOVED
• EXCAVATION SHOULD BE DEWATERED AND TANK FILLED WITH WATER
PRIOR TO BEING PUT IN SERVICE FOR INSTALLATION WITH WATER TABLE
LESS THAN 2' BELOW GRADE
• MEETS C1644-06 FOR RESILIENT CONNECTORS
• INLET AND OUTLET IDENTIFIED ABOVE PIPE
• REFER TO THE VALLEY PRECAST INSTALLATION GUIDE
24" MIN. HEIGHT
BUTYL RUBBER
SEALANT
OUTLET
36"
6' TRENCH SPACING (TYP.)
IRRIGATION BOX
WITH MAGNET GLUED
INTO LID
SOIL TREA TMENT AREA LAYOUT DETAIL
NOT TO SCALE
4" SCH 40 PVC
INSPECTION RISER
WITH 2" VERTICAL SAW CUT
1-2" CONCRETE SAND
1.5" PERFORATED
DISTRIBUTION SCH 40 PVC PIPE
INSPECTION RISER DETAIL
NOT TO SCALE
LID TO BE LEVEL WITH
GROUND
FILL MATERIAL
1.25" PVC SCH 40
LINE FROM INFILTRATOR
34"
36"
3' MAX BURIAL DEPTH
12" MIN., H-10 LOAD AREAS
1-2" OF CONCRETE LEVELING SAND
1.5" PERFORATED DISTRIBUTION PIPE
SCH. 40 PVC
FINISH. GRADE
—111-111-111-111-1-1-111
•1111 111 111 1111111IIII
LATERAL FL USHING DETAIL
NOT TO SCALE
2" PVC SLIP X
FPT ADAPT. W/
PLUG
10" HDPE HAND
HOLD
2" BALL VALVE
2" PVC SPOOL
2" PVC LONG SWEEP
90° BEND
NATIVE SOIL
BUTYL RUBBER
SEALANT
13.50'
TOP VIEW
24" MIN. HEIGHT
WIRES TO PANEL
FLEXIBLE BOOT
INLET
ALLOWABLE BURY
(Based on Water Table)
WATER TABLE
ALLOWABLE
EARTH FILL
0'- 0"
3'- 0"
1' - 0"
3' - 0"
2' - 0"
4' - 0"
.3' - 0"
4' - 0"
DRY
4' - 0"
Total
Lid
0
a
4.67'
6.08'
d a
6.5'
7.67'
1559 gal
507 gal
$
5420 lbs
d
a
°
f- ---
20" CLEAR ACCESS
(Q
0
—
"°'
n d n'
M
°
a
u
a
<d< n a
e
<
a
TOP VIEW
24" MIN. HEIGHT
WIRES TO PANEL
FLEXIBLE BOOT
INLET
ALLOWABLE BURY
(Based on Water Table)
WATER TABLE
ALLOWABLE
EARTH FILL
0'- 0"
3'- 0"
1' - 0"
3' - 0"
2' - 0"
4' - 0"
.3' - 0"
4' - 0"
DRY
4' - 0"
d
4"
4
24" MIN. HEIGHT
QUICK DISCONNECT
BALL VALVE
13.08'
'Service contracts available formaintenarnce *
SECTION VIEW
Digging Specs
Invert
Dimensions
Net Capacity
Net Weight
15' Long x 8' Wide
4.67' below inlet
Inlet
Outlet
Length
Width
Min.
Height
Inlet Side
Outlet
Total
Lid
Tank
Total
4.67'
6.08'
15.5'
6.5'
7.67'
1559 gal
507 gal
2066 gal
5420 lbs
15550 lbs
21150 lbs
2,000 GALLON TWO CO/IPAR T/IEN T SEPTIC TANK WITH
HIGH HEAD PT//IF
TOP VIEW
ORENCO V&102
PVC ENCLOSURE IN 30" DIAMETER ONLY
STAINLESS STEEL BOLTS
AND URETHANE GASKET
FINISHED GRADE
AIR RELEASE VALVE
30 PVC ENCLOSURE
FROM PUMP
MIN. 1%
6000 SERIES
1.5" INLET & OUTLET
15 - 100 GPM FLOWRATE
a
o-
a
o-
a
a
HOSE
IIL
24"
_A
toevegfeegfeefeegfeemOrefe
SIDE VIEW
FLOW TO
TANKS
TO FIELD
MIN. 1%
1.5" OUTLET PIPE
6"-8" GRAVEL BASE
AUTOMATIC DISTRIBUTION VALVE
ORENCO V6102
AUTO/A TIC DISTRIBUTION VALVE DETAIL
NOT TO SCALE
OUTLET TO ADV
DRILL %6" HOLE IN ELBOW FOR
DRAIN BACK
ORENCO DUPLEX PUMP
(PF500552)
NOTE: WATER AND SEWER SERVICE LINES ARE REQUIRED TO BE A MINIMUM OF 10' APART
PVC CAP
1"" DEEP SAW CUT
PVC CLEANOUT, VENT, OR
OBSERVATION PIPE
OBSERVATION PORT / CLEANOUT CAP
NOT TO SCALE
45 MJ WYE OR ELBOW
4" PVC
7—EXISTING DIRT OR TOPSOIL
AREA
I -III -III -III -III -III- I I -III -I I C
-1 1-I 111 1=1 1=1 111 1=1
1111-111-111-111-1 I-111-1
—111=111=111-11I
III—III—III—III-
1-III—I I I—I I I—I I I—.. .
—I I I—I I I—I I I— 11=
11 I_ I 1I I I11
N
•0r1Vo4111ot
-411000.0411. ati
MIN.
rF
NATIVE MATERIAL (3" MINUS)
AGGREGATE AS DETERMINED
COMPACTION DENSITY OF
ASTM D698
— I
I I I
E
E1GREQATE BASE COURSE COMPACTION
R AS-tM D698
SEWER TRENCH DETAIL
NOT TO SCALE
PLUG
CONCRETE
SUPPORT
COLLAR
=1 I
''i11111111
CLEANOUT DETAIL
NOT TO SCALE
45 MJ ELBOW
9 DIRECTION OF FLOW
CD
W
W
CD
W
c
0
U-
c
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH: ( 970) 340-4130 F: ( 866) 876-5873
CHECKED BY: RBG
DRAWN BY: VJT
McCLURE RIVER RANCH
CARBONDALE, CO 81623
DRAWN BY
Lu
10/22/2019
JOB #: 2017-13
FOR
CONSTRUCTION
C65
BARN -6
BARN -6 SAN ITART
SEWER CONNECTION
STA.0+00.00, 0/5 0.00'
N:202145.347
E:1 17403.414
6"FIRE
/
/
/
/
I
I
I
I
I
II
I
I
I
I
I
LINE TABLE
LINE
BEARING
LENGTH
L1
N83°13'02"W
280.53'
L2
S10°25'52"W
42.33'
L3
S77°16'59"E
181.46'
DOUBLE COMPARTMENT
PRE -CAST 2,000 GAL TANK
WITH PUMP BASIN IN
SECOND CHAMBER
FORCED MAIN DISCHARGE LINE
SEPTIC FIELD
180' SET BACK
------------------------------------fVAF H E -N -ANC€-..--..
4' DIA. SANITARY
SEWER MH
STA.2+80.52, 0/S 0.001-
N:202105.400
E:1 17580.429
/,
BARN -6 SEWER SERVICE
3A -R N
MAINTENANCE BARN
SEWER SERVICE
INV. OUT=6299.6'
TRACT B
Graphic Scale
0 10 20 40
LOT 5
"C. -,
FORCE MAIN TO
NORTH SOIL TREATMENT AREA
CONNECT TRANSMISSION LINES
INTO TWO MANIFOLDS
1.5" DIA. SCH 40 PVC MAN IFOLS
SEPTIC FIELD
100' SET BACK
ALTERNATING DISTRIBUTION VALVE (ADV)
ORENCO MODEL V6402A
WITH ORENCO AIR VALVE ASSEMBLY
TO BE PLACED AT HIGH POINT
TANK
CONFIGURATION
SCALE: l''=10'
H
--Es
S
----ES �fS SES SES
SEPTIC FIELD
50' SET BACK
L3
NORTH SEPTIC
TANK CONNECTION
STA.3+16.35, 0/S 0.00'R
N:202070.1 69
E:117573.937 i
N202072.34
E117561.36
N202074.92
E117546.41
ELECTRIC LINES
TO POWER
ORENCO PUMPS
N202066.22
E117558.61
N202056.93
E117553.41
FIRE
6 FIR
00
1 N202045.13
\E117551.33
N
N202063.63
E117573.56
G _
6 "FIRE
N
w•
6"FIRE
6 FIRE
N202036.
1111 in/ ta al Sae
� E17671.58
■��� ■■� I -Es alanitalatellailliltrinalliallalallaileallaltaillaileall
�f S � -
1414111111.1.1141111111111111 anal IS
11114111 •
4111
120.0p. •
■��■■:1114114,411111.11411 �■�
RE
N
\
o
0
TV
T
SEPTIC FIELD
10' SET BACK
SEPTIC FIELD
25' SET BACK
63/0
4' MAX BURIAL DEPTH -
NORTH SEPTIC SYSTEM
TANK INLET
SINGLE COMPARTMENT
PRE -CAST 2,000 GAL TANK
6300
6290
6285
NORTH SEPTIC FIELD
SAND MOUND WITH
FOUR (4) TRENCHES OF 30
QUICK 4 INFILTRATORS
IN A BED CONFIGURATION
1.5" SCH-40 LATERALS
-2000-GALLON, SINGLE
COMPARTMENT TANK
CLEANOUT
END OF ALIGNMENT
STA.3+22.86, 0/S 0.00'
N:202063.772
E:117572.760
NORTH SANITARY MANHOLE
STA :2+80.53 OFF : 0.00
RIM : 6305.28
-MAINTENANCE BARN 55 INV. IN:6299.304"PVC
BARN -5 SS INV IN :629930 4"PVC
BARN -6 55 INV IN:6299.30 4"PVC
INV O1JT :6299.20 4"PVC
N202024.25
E117669.50
w
BARN -5 SANITARY SERVICE TO NORTH SEPTIC TANK
SCALE: /"=20' HORZ.
SCALE: /"=/0' VERT.
FINISHED GRADE
EXISTING GRADE
35.83' OF 4" @ 1.021
NORTH SEPTIC TANK
INV. IN EL.=6299.58
ST A.3+16.41
FINISHED GRADE
ELEVATION
i
m !
INSPECTION RISER PORTS
AT THE BEGINNING AND END OF
EACH LATERAL (TYP.)
I
I
/
FLUSHING ASSEMBLY AT
END OF EACH ROW(TYP.)
SEE DETAIL
/
/
/
/
I
/
280.52' OF4"6) 1.951
FLOW LINE
ELEVATION
\
CLEANOUT 63/0
BARN -5 CONNECTION
INV. OUT EL.=6304.76
STA.0+00.01
o
�' o
CY)
o
0
0
om
I
---:.
0-3
0
`�'
0
0
e
00
OTh
3+00
NOTE: BARN 6 SANITARY SERVICE
MAY NEED TO BE PUMPED
DEPENDING ON FINAL FINISH
FLOOR ELEVATION
63/0
6300
6290
6285
2+00
FINISHED GRADE
BARN 6 SANITARY SERVICE
SCALE: / "=20' HORZ.
SCALE: / -=10' VERT.
EXISTING GRADE
/+00
BARN -6 CONNECTION
INV. OUT EL.=6301.00
/81.16' OF 4" 0.941
FINISHED GRADE
ELEVATION
FLOW LINE
ELEVATION
SANITARY MANHOLE
SEE BARN 5 PROFILE
0+00
0+80
/+60
63/0
6300
6290
6285
6300
6290
6285
0
0+00
I
I
I
I
I
I
/
/
/
1 "=20'
/ BARN -5 SANITARY
SEWER CONNECTION
STA.0+00.00, 0/5 0.00'
N:202072.270
E:1 17858.987
ROARING FORK ENGINEERING
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH: ( 970) 340-4130 F: ( 866) 876-5873
CHECKED BY: RBG
DRAWN BY: VJT
McCLURE RIVER RANCH
CARBONDALE, CO 81623
DRAWN BY
10/22/2019
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCTION
C66
14-1
'q
c21
0-3
0+00
0+80
/+60
63/0
6300
6290
6285
6300
6290
6285
0
0+00
I
I
I
I
I
I
/
/
/
1 "=20'
/ BARN -5 SANITARY
SEWER CONNECTION
STA.0+00.00, 0/5 0.00'
N:202072.270
E:1 17858.987
ROARING FORK ENGINEERING
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH: ( 970) 340-4130 F: ( 866) 876-5873
CHECKED BY: RBG
DRAWN BY: VJT
McCLURE RIVER RANCH
CARBONDALE, CO 81623
DRAWN BY
10/22/2019
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCTION
C66
DESIGN NOTES
• DESIGN PER PERFORMANCE TEST PER ASTM C1227
• TOP SURFACE AREA 8775 ft 2
• F'C § 28 DAYS: CONCRETE = 6,000 PSI MIN.
INSTALLATION:
• TANK TO BE SET ON 5" MIN. SAND BED OR PEA
GRAVEL
• TANK TO BE BACKFIL L ED UNIFORMLY ON ALL SIDES
IN LIFTS LESS THAN 21" AND MECHANICAL L Y
COMPA C TED
• EXCA VA TED MATERIAL MAY BE USED FOR BACKFILL,
PROVIDED LARGE STONES ARE REMOVED
• EXCA VA TION SHOULD BE DEWATERED AND TANK
FILLED WITH WATER PRIOR TO BEING PUT IN
SERVICE FOR INS TAL L A TION WITH WATER TABLE
LESS THAN 2' BELOW GRADE
• MEETS C1611-06 FOR RESILIENT CONNECTORS
• INLET AND OUTLET IDENTIFIED ABOVE PIPE
• PVC OR CONCRETE RISERS A VAIL ABL E TO MEET
PROPOSED GRADE.
• REFER TO THE VALLEY PRECAST INSTALLATION
GUIDE
FLEXIBLE BOOT
INLET
ALLOWABLE BURY
(Based on Water Table)
WATER TABLE
ALLOWABLE
EARTH FILL
0' - 0"
3' - 0"
l' - 0"
3' - 0"
2' - 0"
4' - 0"
3'- 0"
4'- 0"
DRY
4' - 0"
II -
13.50'
TOP VIEW
24" MIN. HEIGHT
II—
d°
5"
EFFLUENT FILTER
4
1I
13.1'
SECTION VIEW
Digging Specs
Invert
°
O
II
(Q
20" CLEAR ACCESS
Total
15' Long x 8' Wide
4.66' below inlet
invert lbs
tl d °
TOP VIEW
24" MIN. HEIGHT
II—
d°
5"
EFFLUENT FILTER
4
1I
13.1'
SECTION VIEW
Digging Specs
Invert
Dimensions
Net
Capacity
Net Weight
Lid
Tank
Total
15' Long x 8' Wide
4.66' below inlet
invert lbs
Inlet
4.66'
Outlet
4.41'
Length
13.5'
Width
6.5'
Height
5.6'
2,142 gallons
5,420 lbs
15,140 lbs
20,560
THE 21' LAYER OF FILTERING MATERIAL USED IN THE SAND FILTER MUST
BE CLEAN, COARSE SAND, ALL PASSING A SCREEN HAVING FOUR MESHES TO
THE INCH. THE SAND MUST HAVE AN EFFECTIVE SIZE BETWEEN 0.25
AND 0.50 MM. THE UNIFORMITY COEFFICIENT MUST BE 10 OR LESS.
MATERIAL MEETING ASTM 33 FOR CONCRETE SAND, WITH ONE
PERCENT OR LESS FINES PASSING 200 MESH SIEVE MAY BE USED.
PVC CAP
2,000 GALLON SINGLE COMPARTMENT SEPTIC TANK
OUICK 1 L OW PROFILE
INFIL TRA TOR CHAMBER
3:1 MAX SLOPE
BOTTOM INFIL TRATORS
EL.=6306.31'
3:1 MAX SLOPE
OUICK 1 LOW PROFILE CHAMBER
(OR APPROVED EGUAL.I
IRRIGATION BOX
WITH MAGNET GLUED
INTO LID
4" SCH 40 PVC
INSPECTION RISER
WITH 2" VERTICAL SAW CUT
1 -FOOT LAYER OF
TOP SOIL TO BE REMOVED
FROM BELOW INFIL TRA TORS
1-2" CONCRETE SAND
1.5" PERFORATED
DISTRIBUTION SCH 40 PVC PIPE
INSPECTION RISER DETAIL
NOT TO SCALE
2% SLOPE
TOPSOIL
NATIVE BACKFILL
DISTRIBUTION PIPING
HUNG FROM TOP OF
OUICK I CHAMBER
DESIGN NOTES
• DESIGN PER PERFORMANCE TEST PER ASTM C1227
• TOP SURFACE AREA 87.75 FTS
• F'C @ 28 DAYS; CONCRETE = 6,000 PSI MIN.
INSTALLATION:
• TANK TO BE SET ON 5" MIN. SAND BED OR PEA GRAVEL
• TANK TO BE BACKFILLED UNIFORMLY ON ALL SIDES IN LIFTS LESS THAN
24" AND MECHANICALLY COMPACTED
• EXCAVATED MATERIAL MAY BE USED FOR BACKFILL, PROVIDED LARGE
STONES ARE REMOVED
• EXCAVATION SHOULD BE DEWATERED AND TANK FILLED WITH WATER
PRIOR TO BEING PUT IN SERVICE FOR INSTALLATION WITH WATER TABLE
LESS THAN 2' BELOW GRADE
• MEETS C1644-06 FOR RESILIENT CONNECTORS
• INLET AND OUTLET IDENTIFIED ABOVE PIPE
• REFER TO THE VALLEY PRECAST INSTALLATION GUIDE
24" MIN. HEIGHT
IIIA
BUTYL RUBBER
SEALANT
OUTLET
BUTYL RUBBER
SEALANT
FLEXIBLE BOOT
INLET
ALLOWABLE BURY
(Based on Water Table)
WATER TABLE
ALLOWABLE
EARTH FILL
0' - 0"
3' - 0"
1'- 0"
3'- 0"
2' - 0"
4' - 0"
3'- 0"
4'- 0"
DRY
4' - 0"
13.50'
TOP VIEW
24" MIN. HEIGHT
WIRES TO PANEL
IH
4
4"
24" MIN. HEIGHT
QUICK DISCONNECT
BALL VALVE
13.08'
*Sertr/ce
contracts avai/ab/e for maintenance *
SECTION VIEW
Digging Specs
Invert
Dimensions
Net Capacity
Net Weight
15' Long x 8' Wide
4.67' below Inlet
Inlet
Outlet
Length
Width
Min.
Height
°
Outlet
°
°
Tank
Total
4.67'
6.08'
' °
1
A 4 °
1559 gal
507 gal
f-.--
1
5420 lbs
15530 lbs
20" CLEAR ACCESS
/
�
/
C)
LII
i
a
'
°
°d
TOP VIEW
24" MIN. HEIGHT
WIRES TO PANEL
IH
4
4"
24" MIN. HEIGHT
QUICK DISCONNECT
BALL VALVE
13.08'
*Sertr/ce
contracts avai/ab/e for maintenance *
SECTION VIEW
Digging Specs
Invert
Dimensions
Net Capacity
Net Weight
15' Long x 8' Wide
4.67' below Inlet
Inlet
Outlet
Length
Width
Min.
Height
Inlet Side
Outlet
Total
Lid
Tank
Total
4.67'
6.08'
13.5'
6.5'
7.67'
1559 gal
507 gal
2066 gal
5420 lbs
15530 lbs
21150 lbs
11"MIN. COVER
FIELD LENGTH AND WIDTH PER PLAN
11" MIN.
NATIVE MATERIAL BELOW
EXISTING TOP SOIL LAYER
NORTH SOIL TREATMENT AREA
O W T S SAND BED INFIL TRA TION SYSTEM
NTS
LID TO BE LEVEL WITH
GROUND
FILL MATERIAL
1.25" PVC SCH 40
LINE FROM INFILTRATOR
I I I
EXISTING GRADE
BOTTOM OF SAND BED
EL.=630131'
FINISH. GRADE
LATERAL FLUSHING DETAIL
NOT TO SCALE
2,000 GALLON TWO COMPARTMENT SEPTIC TANK WITH
HIGH HEAD PUMP
PVC ENCLOSURE IN 30" DIAMETER ONLY
STAINLESS STEEL BOLTS
AND URETHANE GASKET
FINISHED GRADE
6000 SERIES
1.5" INLET & OUTLET
15 - 100 GPM FLOWRATE
2" PVC SLIP X
FPT ADAPT. W/
PLUG AIR RELEASE VALVE
10" HDPE HAND
HOLD
2" BALL VALVE
2" PVC SPOOL
2" PVC LONG SWEEP
90° BEND
NATIVE SOIL
30" PVC ENCLOSURE
FROM PUMP
MINS
HOSE
18"
SIDE VIEW
FLOW TO
TANKS
TO FIELD
MIN. 1%
1.5" OUTLET PIPE
INV. OUT=6306.70'
6"-8" GRAVEL BASE
AUTOMATIC DISTRIBUTION VALVE
ORENCO 61024
AUTOMATIC DISTRIBUTION VALVE DETAIL
NOT TO SCALE
OUTLET TO ADV
DRILL %6" HOLE IN ELBOW FOR
DRAIN BACK
ORENCO DUPLEX PUMP
(PF500552)
NOTE: WATER AND SEWER SERVICE LINES ARE REQUIRED TO BE A MINIMUM OF 10' APART
PVC CAP
1" DEEP SAW CUT
PVC CLEANOUT, VENT, OR
OBSERVATION PIPE
OBSER VA TION PORT / CLEANOUT CAP
NOT TO SCALE
45 MJ WYE OR ELBOW
4" PVC
7—EXISTING DIRT OR TOPSOIL
AREA
1 I I—III—III—III—III—III— I I—III—I I I
I I I-1 1—I 1—I 11—I 1—I I—II 1—I I I
=111-111-11 I-111=11 1-11 IEI
II I—I I I-1 II -11 1
III —I I 111—I 1I-
1-111-111-111-111-1
1-11I111-111— I.
III -111=111-1
C�t�P T D NATIVE MATERIAL (3" MINUS)
0 6 -AGGREGATE AS DETERMINED
COMPACTION DENSITY OF
AS 1 D698
A�S
G _GTATE BASE COURSE COMPACTION
ItER-411M D698
I I I
I I I
SEWER TRENCH DETAIL
NOT TO SCALE
PLUG
CONCRETE
SUPPORT
COLLAR
I I
=1r I,I III
CLEANOUT DETAIL
NOT TO SCALE
II-III-
11=1
=
II I
111-
IIIIIIIIIIII llEFL'
45 MJ ELBOW
DIRECTION OF FLOW
CD
W
W
CD
W
c
0
U-
c
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH: ( 970) 340-4130 F: ( 866) 876-5873
CHECKED BY: RBG
DRAWN BY: VJT
McCLURE RIVER RANCH
CARBONDALE, CO 81623
DRAWN BY
10/22/2019
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCTION
z c2,
cr 0 0
zv
C67
GRAPHIC SCALE
0 25 50 100
200
( IN FEET 1
1 inch =50 ft.
•
WELL 6
N202209.57,
E1172119.67\,
WEL't
''N20160
717606.
''WELL 7
N201131.1
718329.09
*ATER SERVICE TO EACH
STPUCTUR: (TYP.)
TRACT C
42
v,
W
W//''/ 4' W 4, 4,
/1/20'1158
Wn
4'
•
W
4, 4%.' 4, W
4, WELL 24
N20/0 7..-7
W E`/t7687 96
'- 4 r4, 4,
4, 4, 4, 4
4' W W 4' y
4„ 4, 4, 4, 4, W
4, 4, N, 4, .4, 4, 4, 4, 4,
y' 4, 4, 4, 4' 4, 4, 4,
4, 4, 4, 4, 4, W 4, 4, 4, 4, 4, W
- V^e 4, 4, 4, Q4,'' 4, 4, 4, 4, 4, 4,
4, 4,� ". 4, 4, '' 4, 4, 4, 4, 4, - -----
- _ _ _ W \ 4,
4, 4; s1' 4, 4, W _ _' W 4, 4' si,' - 4, 4, 4,',...
,4' 4, 4, 4,. W 4, 4, 4, 4, 4, 4, 4,
4, 4' W • s. 4, yi 4, 4,
4' __ /4, 4' `Y ,V,' 4, 4' 'W 4'
4, 4, 4, _ _4% 4,-
W 4, 4, 4'
W 4, 4, ' 4, 4, 4;
4' 4, 4' 4, 4, 4,
W W 4, W"
4'r - • _ *_" -'•G' 4, 4,
4, W -'4/" *,- W
4' ,,W 4' W W 4' 4' ,' 4' 4, , N' 4, 4,
4, 4, y, _ _ _ _ 46 4, 4, ,' 4, W W 4, 4,
4, ,q; 4, 4, 4, 4, ,' 4, 4, , 4, 4, 4, 4,
4,r, 4, 4, W Jc' 4, 4, 4, 4, 4' 4'
4, r ' 4, 4, - 4, 4, 4, 4, . 4, 4, 4, 4' `' 4'
'y ‘4 .- -, -- '''- -'y _ 4, 4, 4, .jt 4,
4'
W ; 4, 4, W
W W W
4,
4', 4,
4' 4'
4' W
4' W
W
'Os*
4,
W W
W
4, 4,
W
4, 4, 4,
4, 4, 4,
4,
4'
4'
W
W
uc
4'
4'
W W
W
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F. (866) 876-5873
CHECKED BY. RBG
DRAWN BY VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
10/22/2019
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCTION
WELL LAYOUT
C68
r --
EXISTING POWER POLE WITH
SINGLE-PHASE RISER
I-4" PVC CONDUIT
8'x8' 3-PHASE
SPLICE VAULT
STA.0+04.00
0/S 0.00'
1-4" PVC CONDUIT
PROPOSED POWER POLE
WITH 3-PHASE RISER
11'
SINGLE-PHASE
TRANSFORMER ON POLE
6"FIRE
tr.907- 00
2"CONDUIT FOR
ELECTRICAL
SERVICE (TYP.)
BEGIN ALIGN.
STA.0+00.00
0/S 0.00'
N202/27.26
E11700d.73
06-00
SECONDARY
JUNCTION BOX
SECONDARY
JUNCTION BOX
SINGLE -PHASE
TRANSFORMER
STA.I +50.89
0/S 39.08'R
SINGLE-PHASE
TRANSFORMER
STA.4+44.72
0/S 39.40'L
TRACT A
4-4"PVC CONDUIT
71 Id a 1
ELECTRIC ALIGNMENT
2-4" PVC CONDUIT
2-4" PVC CONDUIT
IRR IRR
TRACT B
2-4"PVC CONDUIT
2 -SECONDARY
JUNCTION BOXES
SINGLE-PHASE
TRANSFORMER
STA.7+50.16
0/S 119.87'R
—900-00
3-
TEANSFO
STA.?+
0/S 11
6.�
HA SE
MER
8.11
3'R
pI
IRR
‘00.0.47-77/G, CONDUIT
8'x8' 3 -SECTION,
3-PHASE VAULT
STA.II+46.89
0/5 0.00'
STUB OUT ELECTRIC FOR
FUTURE DEVELOPEMNT
GRAPHIC SCALE
100 0 50 100 200 400
l IN FEET l
I inch =100 ft.
PHASE 1 CONSTRUCTION LIMITS (TYP.)
SINGLE -PHASE
TRANSFORMER
STA.15+01.72
0/S 5.88'L
SECONDARY
JUNCTION BOX
TRACT C
STUB OUT ELECTRIC FOR
FUTURE DEVELOPEMNT
SINGLE -PHASE
SPLICE VAULT
STA.20+52.35
0/S 0.00'R
END ALIGN.
ST4.20+72.07
0/5 0.00'
N20/250.25
E11905/.18
i
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
BEARING
DELTA
START PT. (N,EI
END PT (N,EI
CI
25.00'
39.67'
25.40'
35.64'
S54° 33' 45"W
90° 54' 47"
202134.26, 117765.12
202113.59,117736.08
C2
125.00'
170.03'
101.1 I '
157.22'
S38° 58'14"E
77° 56' 05"
201553.93,117774.96
201431.70,117873.83
PROPERTY LINE (TYP.)
L INE TABLE
LINE
BEARING
LENGTH
START PT. (N,E)
END PT. (N,E)
L 1
N79° 58'52"W
40.22'
202127.26,117804.73
202134.26,117765.12
L2
S9° 06'21"W
56.80'
202113.59,117736.08
202057.51,117727.09
L3
S20° 55'50"E
97.94'
202057.51,117727.09
201966.04,117762.08
L4
S0 ° 00' 12"E
378.50'
201932.43,117774.93
201553.93,117774.96
L5
S77° 56'16"E
309.86'
201431.70,117873.83
201366.94,118176.85
L6
S56° 22'06"E
10.66'
201366.94,118176.85
201361.04,118185.72
L7
S78° 40' I I "E
69.68'
201361.04,118185.72
201347.35,118254.05
L8
N79* 01'58"E
10.85'
201347.35,118254.05
201349.41,118264.70
L9
S78° 40'04"E
110.12'
201349.41,118264.70
201327.78,118372.67
L 10
S74° 55'24"E
196.12'
201327.78,118372.67
201276.76,118562.04
LII
N82° 18'27"E
461.94'
201276.76,118562.04
201338.60,119019.82
L 12
S22° 00'00"E
84.50'
201338.60,119019.82
201260.25,119051.48
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F: (866) 876-5873
CHECKED BY: RBG
DRAWN BY: VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
DESCRIPTION
REVISED CONSTRUCT. SET
lzh 1
JOB #: 2017-13
FOR
CONSTRUCT/ON
ELECTRIC LA YOUT
C69
START ALIGN.
STA.0+00.00
0/S 0.00'
N202118.83
E//6385.81
00
00
00
00
00
00
00
00
0
CONSTRUCTION ENTRANCE
W
W
L
'1
W W W
00
W 4' 4' W 4' 4' W 4'
W W W
4, 4, 4, 4,
4, W W W
W W W 4,
4,
4, W
W W W W W
4' 4' W W J, W W W
4, 4, 4' 4' 4'
4/ W W W W W W W W W W
4, 4, 1, 1, 4, 4, 4' 4' 4'
W W W W W W W W W W W W
4,
4, W W W W W
4, 4, 4, 4, 4, 1, 4,
4, 4, ' W 4' .1, W
4' ' .1, .t, .t, 4' 4'
sfr
RIP-RAP TO BE P4.ACED AT OLITLETS 4,
W
W
W
W
W
W
4,
4, 4' W 4,
W W W W
W W W W W 4, W
4, 4, W 4' 4' W W W W W W W W W W 4'
4, 4' W W W W V' 4' 4' W W
W
W
W
W
W
W
W
W
4'
W W W
4'
W
W
4'
W W W
W W W
W W W
W
W
W
W
GI/ES/BOUND h'IGHGYq y 82
EAST BOUND'`/IGyGyq Y 82
W
W W 4' y
W
W
W
W W 4' 4' y
W W W W W
W W W W W
W W W W W
W W W W W
4' y y W W
W W W W W
4' y y W W
W
W W W
4, W J,
W 4' W W
W
W
W
W
W
W 4'
ti
CONSTRUCTION ENTRANCE
TRACT C
LEGEND
♦•♦./
/
♦•♦
END ALIGN.
504.35+1522
0/5 0.00'
N20/108.15
E/19289.73
= EROSION LOG OUTLET AND
INLET
PRO TEC TION
= STORM DRAIN INLET
PRO TEC TION
(EROSION LOG)
= SILT FENCE
= DITCH FLOW LINE
= CHECK DAM (EROSION LOG)
= EROSION CONTROL BLANKET
= CONSTRUCTION ENTRANCE
= TOPSOIL AND SOD
= MULCHING/ BONDED FIBER
MATRIX
PROTECT INLET
PROTECT INLET
-RIP-RAP TO BE PLACED AT OUTLET
i
4'
4'
W
W
W
W
W
W
W W W 4, 4' W W W W W y
4, 1, 1, 4, 4, 4, 4, 4,
W W W W W 4/ .fr 4'
y W
4
4'
W
WETLANDS (TYP.)
W
4'
4'
W
W W W W W W W W W W W
NOTE:
STORM WATER BMPS ARE
NOT SHOWN TO SCALE.
= EXISTING VEGETATION TO BE
PRO TEC TED
GRAPHIC SCALE
100 0 50 100
200 400
I IN FEET
I inch =100 ft.
L INE TABL E
LINE
BEARING
LENGTH
START PT. (N,E)
END PT. (N,E)
LI
S0° 01'43"E
1041.43'
202148.83,116965.84
201107.39,116966.36
L2
S84° 54'57"E
89.94'
201107.39,116966.36
201099.42,117055.95
L3
S31* 32' 42"E
29.42'
201099.42,117055.95
201074.35,117071.35
L4
584° 54'57"E
138.11'
201074.35,117071,35
201062.11,117208.91
L5
N41° 42' 48"E
24.37'
201062.11,117208.91
201080.30,117225.13
L6
S84° 54'57"E
392.54'
201080.30,117225.13
201045.52,117616.12
L7
N77° 00'00"E
549.81'
201045.52,117616.12
201169.20,118151.84
L8
N12' 52'13"E
104.86'
201169.20,118151.84
201271.42,118175.20
L9
N64' 30'3/"E
39.25'
201271.42,118175.20
201288.32,118210.63
L10
S75° 38'46"E
371.30'
201288.32,118210.63
201202.56,118571.89
LII
N82° 18'27"E
520.67'
201202.56,118571.89
201272.26,119087.87
L 12
N55° 59'30-E
243.51'
201272.26,119087.87
201408.46,119289.73
NOTES:
I. STORING, STOCKPILING AND STAGING AREAS WILL BE IDENTIFIED
BY THE CONTRACTOR. THE CONTRACTOR SHALL UPDATE THE
EROSION CONTROL PLAN AND THE SWMP TO REFL ECT THESE
AREAS. APPROPRIATE BMPs WILL BE INSTALLED PER THE SWMP.
2. CONCRETE WASHOUTS WILL BE IDENTIFIED BY THE CONTRACTOR
AND SUBJECT TO APPROVAL BY THE ENGINEER. THE CONTRACTOR
SHALL UPDATE THE EROSION CONTROL PLAN AND THE SWMP TO
REFLECT THESE AREAS. APPROPRIATE BMPs WILL BE INSTALLED
PER THE SWMP.
3. FOR OUANTI TIES, EACH EROSION LOG OUTLET AND INLET
PRO TEC TION, EROSION LOG STORM DRAIN INLET PRO TEC TION AND
EROSION LOG CHECK DAM IS ASSUMED TO BE /0 FEET LONG.
5 EROSION CONTROL BLANKETS ARE TO BE INSTALLED ACCORDING
TO MANUFACTURES RECOMMENDATIONS ON ALL SLOPES CALLED
OUT ON THIS PLAN.
6. ALL DISTURBED AREAS ARE TO BE TOPSOIL ED (1 INCH) AND
SEEDED, THIS SHALL BE DONE PRIOR TO INSTALLATION OF
BLANKETS.
Z CONTRACTOR TO IDENTIFY APPROPRIATE NATIVE SEED MIX PRIOR
TO CONSTRUCTION AND SUBMIT TO ENGINEER FOR APPROVAL.
8. AREAS THAT ARE DISTURBED DURING CONSTRUCTION, INCLUDING
STAGING, THAT ARE NOT IDENTIFIED ON THIS PLAN SHALL BE
RE VEGETA TED AT THE CONTRACTORS EXPENSE.
0 EROSION CONTROL PLANS FOR EACH BUILDING UNIT SHALL BE
SUBMIT TED AT THE TIME OF OBTAINING PERMIT FOR THAT UNIT
AND ARE NOT REFLECTED ON THIS PLAN.
/0. CONTRACTOR TO REFERENCE LANDSCAPE PLAN FOR FINAL
S TABIL IZA TION OF PROPOSED GRADED AREAS NOT COVERED IN
THE EROSION CONTROL PLAN.
//. ALL EROSION CONTROL MEASURES SHOWN ON THIS PLAN ARE TO
BE INSTALLED IN COORDINA TION WITH THE CONSTRUCTION
DISTURBANCE. NO TEMPORARY EROSION CONTROL BMPS ARE TO
REMAIN AFTER CONSTRUCTION IS COMPLETE AND/OR
ESTABLISHED REVEGETA TION HAS OCCURRED.
/2. ALL MINOR ROADSIDE DITCHES AND SLOPES ARE TO BE TOPSOIL ED
AND SEEDED EVEN THOUGH IT IS NOT REFL EC TED ON THIS PLAN.
THE OUANTI TIES FOR TOPSOIL AND SEED IN THE BID SCHEDULE
REFLECT THIS INS TAL L A TION.
/3. CONSTRUCTION FENCE IS TO BE INSTALLED PRIOR TO
DISTURBANCE. CONSTRUCTION FENCE SHOULD ONLY BE
INSTALLED IN AREAS OF CURRENT CONSTRUCTION ACTIVITY AND
REMOVED WHEN CONSTRUCTION ACTIVITY IS COMPLETE.
cp
LLI
O�
CC
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F. (866) 876-5873
CHECKED BY.- RBG
DRAWN BY- VJT
CARBONDALE, CO 81623
DRAWN BY
0
10/22/2019
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCTION
EROS/ON CONTROL
C70
O
ENTRANCE? C O 0 O C
OVERLAP OR ABUT
ROLL EDGES
EROSION BLANKET DETAIL
NOT TO SCALE
6- KEY IN TRENCH ;:::::: `\N 0 VERL AP AT ROLL END
PREPARED SLOPE (SEEDBED)
WITH SEED IN PLACE
INLET PRO TEC TION DETAIL
NOT TO SCALE
ROCK SOCKS FOR INLETS 8"-18"
IF USED IN LANDSCAPING
A STRAW WA T TL E COULD BE USED
INSTEAD OF A ROCK SOCK
REMOVE INLET GRATE
PL ACE GEO TEX TILE FABRIC
BELOW GRATE AND REINSTALL
SECTION
vO\\\/\\/
USE ROCK SOCK AROUND INLET
FOR PRO TEC TION
INTERWEAVE ENDS TO PREVENT
GAPS
ROCK SOCK
2"X 2" HARDWOOD POSTS
FILTER FABRIC
2" WIDE LATH
PLAN VIEW
MULCH OR COMPOST
FOR UN TRENCHED L OGS
SHEET FLOW
SIL T FENCE DETAIL
NOT TO SCALE
FABRIC ATTACHMENT
WORK AREA
BACKFILL TRENCH WITH
COMPACTED EARTH
POST
FILTER FABRIC
LA TH
ATTACH WITH 6"
STAPLES
/0-
Fri
USE EITHER FLAT BOTTOM OR
V BOTTOM TRENCH
V -SHAPED TRENCH SECTION
FILTER FABRIC
LATH
COMPACTED EARTH
RUNOFF_
BURY FABRIC
FLAT BOTTOM TRENCH SECTION
FILTER FABRIC
LATH
COMPACTED EARTH
8"MINIMUM1111:11111gr 2 M� j� M
=III 1 1— I
1111-111-11 111=111=111 I I
-111=111-111—I — 1- 11-'
=111==111111111i� 111 ,111-
RUNOFF
1 11 =1 11= I -n : —
1-
11-111=111 1 11111111 11 I- I
I-II -
I"MINMq(Y-I r X11 11:1 I'-
/8"-21"
2"X 2" STAKE
WA T TL E DETAIL
NOT TO SCALE
UN TRENCHED INSTALLATION
MA
0000
,0000007
0 0 0 0 0 0 0
0 0 0
WOOD MULCH OR COMPOST
TO 1 HEIGHT OF LOG
FILTER LOG
AREA TO BE PRO TEC TED
FLOW 15°
SECTION
FILTER LOG
AREA TO BE PRO TEC TED
/"MINIMUM
a
s
2"X 2" STAKES
\I\
OR ENTRENCHED INSTAL L A TION t
THIS APPL ICA TION MAY NOT BE
USED WITH L OGS SMALLER THAN 12"
AX•
,, 0 0 0 0 0 0'
0 0 0 0 0 0 0
0 0 0 0 0
TRENCH INTO GROUND
d" MINIMUM
FLOW Z1S"
/%//\
SECTION
FILTER LOG
AREA TO BE PRO TEC TED
TRENCH INTO GROUND
4" MINIMUM
2"X 2" STAKES
STABILIZED CONSTRUCTION ENTRANCE DETAIL
NOT TO SCALE
GEO TEX TIL E
FABRIC
O
PLAN VIEW
100 FT. MINIMUM
(OR AS SITE CONDITIONS PERMIT)
A
INSTALL CUL VERT PIPE IF ENTRANCE
SPANS SWAL E OR DITCH ENTRANCE
SECTION A
I" MINIMUM DEPTH + AASHTO #3 STONE
oU oU o)oU U oU c
'1
GEO TEX TIL E
FABRIC
-MI�IMUM irV TH lr l FO/ PAVE WA Y EN tI AINCE) I /ff
I II 111
d" MINIMUM DEPTH
'1
III III III
CUL VER SECTION
JU�U�U�
I I I—
in AA. ardh 411.0.20"
III
III III III
III
AASHTO #3 STONE
• CUL VERT PIPE
SIZED BY ENGINEER
II
I I I
ROARING FORK ENGINEERING
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH. (970) 340-4130 F.. (866) 876-5873
CHECKED BY. RBG
DRAWN BY. VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
>-
CCm
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCTION
C71
1" TOPSOIL
NOTE:
SEWER/WATER LINE TO BE CONSTRUCTED OF ONE
JOINT (18' MINIMUM) OF C-900 PVC, DR -18 PIPE,
CENTERED ON SEWER/WATER LINE FOR
PERPENDICULAR CROSSING. FOR SKEW CROSSINGS,
USE C-900 PIPE UNTIL HORIZONTAL SEPARATION
EXCEEDS 10'
WATER / SEWER CROSSING DETAIL
NOT TO SCALE
CONCRETE ENCASEMENT
f.
0
CENTER 1 FULL JOINT
WATER
HEAVILY COMPACTED
IMPORTED OR NATIVE MT'L
OR LEAN CONCRETE
CONCRETE ENCASEMENT IF
EXPOSED OR DAMAGED
PERFORA TED PIPE DRAIN DETAIL
NOT TO SCALE
MIRAFI I10N FILTER
FABRIC OR EOUI VAL ENT
FLOW
12" COL L EC TOR PIPE
12x6" SWEEP TEE
SWEEPED IN DIRECTION
OF FLOW
6-b •
z��
•ISI. SIC
•-,r O-•
-1 1, :I �
P
SED
RADE
SEWER
10'
10'
COMPACTED NATIVE
OMATERIAL
CONDITION 11: WATER MAIN BELOW SEWER MAIN
CENTER 1 FULL JOINT
WATER
418"
CONDITION 12: WATER MAIN LESS THAN 18" ABOVE SEWER MAIN
ELECTRIC/GAS TRENCH DETAIL
NOT TO SCALE
BED I" BELOW AND COVER 6" ABOVE PIPE
WITH CLASS 6 ROAD BASE
I
-MMINIMUM 2" CO VER
3/1 " SCREENED ROCK
12" PERFORA TED PIPE
0.31 MIN. SLOPE TO
DAYLIGHT OR INLET
COLLECTION DROP DOWNS
NOT TO SCALE
VERTICAL BEND DOWN
TO COL L EC TOR PIPE
USE VARIOUS BENDS
AS NEEDED
6" PERFORATED
UNDERDRAIN
INVERT EL E VA TION
FROM PLANS
DEPTHS /
PRIMARY ELECTRIC=18"
SECONDARY ELECTRIC=30"
GAS LINE=36"
,/
1iri\//-/ir /irnr/--vv/-\//t\lf/\r 11i I
STORM PIPE TRENCH DETAIL
NOT TO SCALE
PROPOSED GRADE
i -iii-
III—III—I 11=1 111 11=1 11=1 11=1 11=
III—III-III—III-III-I =1 1=1
-III-IIIIII-III—III— —
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
I I I=1 11=1 11=1 11=1 11=1
=1 -1 1 1-1111
111
8"MIN.
COMPACTED NATIVE MATERIAL (3- MINUS)
OR CLASS 6 AGGREGATE
W/ COMPACTION
DENSITY OF 951 PER ASTM 0598
MAX. SLOPE
TYPE A SOIL 1:0.75
TYPEB SOIL I:1
TYPE SOIL 1:1.5
CLASS 6 AGGREGATE BASE COURSE
COMPACTION TO 951
PER ASTM 0698
TEL EPHONE AND CA T V TRENCH DETAIL
NOT TO SCALE
COMPACTED NATIVE MATERIAL (3" MINUS)
OR CLASS 6 AGGREGATE
W/ COMPACTION
DENSITY OF 951 PER ASTM 0698
MAX. SLOPE
TYPE A SOIL 1:0.75
TYPEB SOIL 1:1
TYPE C SOIL 1:1.5
d" PVC CONDUIT (SCH-10 ELECTRICAL )
GAS LINE (GAS)
6" PERFORATED PIPE 17-60.1
FINISHED GRADE
MAX. SLOPE
TYPE A SOIL 1:0.75
TYPEB SOIL I:1
TYPE C SOIL 1:1.5
SCH 10
d" PVC CONDUIT
BED d" BELOW AND COVER 6" ABOVE PIPE
WITH CLASS 6 ROAD BASE
50'
30" CO VER
UTILITY SEPA RA TION REQUIREMENT DETAIL
NOT TO SCALE
SCH 10 - I" PVC CONDUIT (CABLE)
SCH 10 - 1" PVC CONDUIT (PHONE)
12" MIN. FROM ELECTRICAL
FINISHED GRADE
BED 1"BELOW AND COVER 6"ABOVE
WITH CLASS 6ROAD BASE
USE COMPACTED NATIVE (3" MINUS)
OR CLASS 6 AGGREGATE W/ COMPAC
DENSITY OF 951 PER ASTM 0698
a
STEEL GAS LINE
21" TYP
36" MIN. FROM ELECTRICAL
21" MIN. FROM COMMUNICATIONS 36" TYP.
BED IN " ROAD BASE
NOTE:
ADD WARNING TAPE ABOVE
EL EC TRIC, GAS AND WATER LINES
WATER LEVEL =6301'
BOTTOM OF ICE= 6302'
3' FROM BOTTOM MINIMUM
POND BOTTOM VARIES (SEE PLAN)
POLO FIELD CUT SECTION
NOT TO SCALE
PIPES
FOR BACKFILL
TION
WATER LINE
8" OF CLASS 6 ROAD BASE
AT TOP OF TRENCH IF BELOW ASPHALT
6" OF TOP SOIL IF IN LANDSCAPED AREAS
SCH 10 - 1" PVC CONDUIT SEL EC TRICAL )
POND FED DRY H YDRA N T
NOT TO SCALE
MUELLER SUPER CENTURION
250 DRY BARREL (A -123)
OR KENEDY (K8ID1
DRY BARREL FIRE H YDRA N T
6" GATE VALVE
WITH KEY INSTALLED
STRAINER
INV. IN
PIPE ANCHOR
50'
7' MIN. COVER
DOUBLE SWIVEL
FEMALE ADAPTER
WITH PLUG 1-1/2"
TO 6" NST (MODEL AA 135)
FACING ROAD
6"MJ VERTICAL BEND
WITH MEGAL UGS
HYDRANT DRAIN PIT,
27 CUBIC FEET OF
I-1/2" WASHED
ROCK
5'x8" REDUCER
6"
/2"
I II III- III
3/1" SCREENED ROCK
2" BEL O W, I" ON EACH SIDE
I I I
7 ri i'if\'fig,\�'�� �' /
//
\III III III III —�
MIRAFI I10N FILTER
FABRIC
N
-III-
ill II( II� Y� I�f II�
50% LOCAL BEDDING SAND
501 TOPSOIL
//
III III— III ISI
BUILT UP STRUCTURAL FILL MINED ON SITE
NATIVE SOIL
)1dH
I II
fir f
III
CD
OC
OC
0
Z
CD
Oc
0
0
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH.• (970) 340-4130 F.• (866) 876-5873
CHECKED BY.. RBG
DRAWN BY.. VJT
McCL URE RIVER RANCH
CARBONDALE, CO 81623
Lu
DESCRIPTION
REVISED CONSTRUCT. SET
JOB #: 2017-13
FOR
CONSTRUCTION
SITE DETAILS
C72