7 mile project - loopnetimages3.loopnet.com/d2/cervzto6jf9brxqvywq-ynnyl4x8d7...project site 7 mile...
TRANSCRIPT
Checked By:
Designed by:
Drawn By:
Project Number:
Sheet
Revisions:
Issue Record:
GOFF ENGINEERING& SURVEYING, INC.126 ROCK POINTDRIVE SUITE A
P.O. BOX 97DURANGO,
COLORADO 81302(970) 247-1705
www.GoffEngineering.com
ENGINEERING SURVEYING INC
3-30-2017
MOA
B, U
TAH
OWNE
R/CL
IENT
MOA
B 7
MILE
PRO
JECT
CTH
RSH
CTH
17-043
FOR REVIEW
C1.0COVER SHEET
PROJECTSITE
7 MILE PROJECTMOAB, UT
Sheet Index
MOAB
ARCHES NP
COLORADO RIVER
US 191CR 313
·
AutoCAD SHX Text
Goff Engineering & Surveying, Inc. expressly reserves the common law copyright and other property rights in these plans. These plans are not to be changed or copied in any form or manner whatsoever nor are they to be assigned to any third party without first obtaining written permission and consent of Goff Engineering & Surveying, Inc.
AutoCAD SHX Text
g:\2017\17-043 moab 7 mile project\cad\sheets\17-043 moab 7 mile- cover sheet.dwg
AutoCAD SHX Text
chris hawkins
AutoCAD SHX Text
3/30/2017
AutoCAD SHX Text
VICINITY MAP
AutoCAD SHX Text
AGGREGATE BASE COURSE ASPHALT CEMENT PAVING DUCTILE IRON (PIPE) EDGE OF CONCRETE EXISTING GROUND EDGE OF PAVEMENT FINISHED FLOOR ELEVATION FINISHED GROUND FLOW LINE GRADE BREAK INVERT ELEVATION POINT OF CURVATURE POINT OF REVERSE CURVE POINT OF TANGENCY RADIUS, RIGHT OF SIDEWALK SANITARY SEWER MANHOLE TOP BACK OF CURB TOP OF WALL BOTTOM OF WALL TYPICAL
AutoCAD SHX Text
ABBREVIATION LEGEND:
AutoCAD SHX Text
OAE EW OC LF CEN CL, CO EOP EOG UG PL, FES BMP COM SWMP
AutoCAD SHX Text
OR APPROVED EQUAL EACH WAY ON CENTER LINEAR FOOT CENTER OF RADIUS CENTERLINE CLEANOUT EDGE OF PAVEMENT EDGE OF GRAVEL ROAD UNDERGROUND PROPERTY LINE FLARED END SECTION BEST MANAGEMENT PRACTICE CITY OF MOAB OF MOAB STORMWATER MANAGEMENT PLAN
AutoCAD SHX Text
ABC AC DI, DIP EC, EOC EG EP, EOP FF, FFE FG FL GB INV, IE PC PRC PT R SDWK SSMH TBC, TBOC TOW BOW TYP
AutoCAD SHX Text
LEGEND:
AutoCAD SHX Text
WATER VALVE
AutoCAD SHX Text
STANDARD FIRE HYDRANT
AutoCAD SHX Text
SIGN ON METAL POST
AutoCAD SHX Text
SEWER MAIN (SIZE NOTED)
AutoCAD SHX Text
- EXISTING FEATURES -
AutoCAD SHX Text
PAVEMENT EDGE
AutoCAD SHX Text
SEWER MANHOLE
AutoCAD SHX Text
FENCE
AutoCAD SHX Text
WATER MAIN (SIZE NOTED)
AutoCAD SHX Text
- PROPOSED FEATURES -
AutoCAD SHX Text
STORM DRAIN & MANHOLE
AutoCAD SHX Text
S
AutoCAD SHX Text
UTILITY POLE
AutoCAD SHX Text
ELECTRIC TRANSFORMER
AutoCAD SHX Text
POST INDICATOR WATER VALVE
AutoCAD SHX Text
WATER METER
AutoCAD SHX Text
UTILITY POLE ANCHOR
AutoCAD SHX Text
UNDERGROUND GAS
AutoCAD SHX Text
OVERHEAD POWER
AutoCAD SHX Text
ASPHALT PAVING
AutoCAD SHX Text
WATER MAIN
AutoCAD SHX Text
LIMITS OF PROPOSED GRADING
AutoCAD SHX Text
EASEMENT
AutoCAD SHX Text
SANITARY SEWER & MANHOLE
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
PROPOSED MAJOR CONTOUR
AutoCAD SHX Text
PROPOSED MINOR CONTOUR
AutoCAD SHX Text
EXISTING MAJOR CONTOUR
AutoCAD SHX Text
EXISTING MINOR CONTOUR
AutoCAD SHX Text
CONCRETE PAVING
AutoCAD SHX Text
4170
AutoCAD SHX Text
4170
AutoCAD SHX Text
D
AutoCAD SHX Text
S
AutoCAD SHX Text
THE PROJECT IS LOCATED AT THE INTERSECTION OF US HIGHWAY 191 AND COTTER MINE PROJECT IS LOCATED AT THE INTERSECTION OF US HIGHWAY 191 AND COTTER MINE PROJECT IS LOCATED AT THE INTERSECTION OF US HIGHWAY 191 AND COTTER MINE IS LOCATED AT THE INTERSECTION OF US HIGHWAY 191 AND COTTER MINE IS LOCATED AT THE INTERSECTION OF US HIGHWAY 191 AND COTTER MINE LOCATED AT THE INTERSECTION OF US HIGHWAY 191 AND COTTER MINE LOCATED AT THE INTERSECTION OF US HIGHWAY 191 AND COTTER MINE AT THE INTERSECTION OF US HIGHWAY 191 AND COTTER MINE AT THE INTERSECTION OF US HIGHWAY 191 AND COTTER MINE THE INTERSECTION OF US HIGHWAY 191 AND COTTER MINE THE INTERSECTION OF US HIGHWAY 191 AND COTTER MINE INTERSECTION OF US HIGHWAY 191 AND COTTER MINE INTERSECTION OF US HIGHWAY 191 AND COTTER MINE OF US HIGHWAY 191 AND COTTER MINE OF US HIGHWAY 191 AND COTTER MINE US HIGHWAY 191 AND COTTER MINE US HIGHWAY 191 AND COTTER MINE HIGHWAY 191 AND COTTER MINE HIGHWAY 191 AND COTTER MINE 191 AND COTTER MINE 191 AND COTTER MINE AND COTTER MINE AND COTTER MINE COTTER MINE COTTER MINE MINE MINE ROAD. THE CIVIL ENGINEERING PORTION OF THE PROJECT INVOLVES PROPOSING TO ADD THE CIVIL ENGINEERING PORTION OF THE PROJECT INVOLVES PROPOSING TO ADD THE CIVIL ENGINEERING PORTION OF THE PROJECT INVOLVES PROPOSING TO ADD CIVIL ENGINEERING PORTION OF THE PROJECT INVOLVES PROPOSING TO ADD CIVIL ENGINEERING PORTION OF THE PROJECT INVOLVES PROPOSING TO ADD ENGINEERING PORTION OF THE PROJECT INVOLVES PROPOSING TO ADD ENGINEERING PORTION OF THE PROJECT INVOLVES PROPOSING TO ADD PORTION OF THE PROJECT INVOLVES PROPOSING TO ADD PORTION OF THE PROJECT INVOLVES PROPOSING TO ADD OF THE PROJECT INVOLVES PROPOSING TO ADD OF THE PROJECT INVOLVES PROPOSING TO ADD THE PROJECT INVOLVES PROPOSING TO ADD THE PROJECT INVOLVES PROPOSING TO ADD PROJECT INVOLVES PROPOSING TO ADD PROJECT INVOLVES PROPOSING TO ADD INVOLVES PROPOSING TO ADD INVOLVES PROPOSING TO ADD PROPOSING TO ADD PROPOSING TO ADD TO ADD TO ADD ADD ADD NEW DRIVE SURFACES, DRAINAGE MITIGATION, AND RETENTION PONDS ONTO THE EXISTING DRIVE SURFACES, DRAINAGE MITIGATION, AND RETENTION PONDS ONTO THE EXISTING DRIVE SURFACES, DRAINAGE MITIGATION, AND RETENTION PONDS ONTO THE EXISTING SURFACES, DRAINAGE MITIGATION, AND RETENTION PONDS ONTO THE EXISTING SURFACES, DRAINAGE MITIGATION, AND RETENTION PONDS ONTO THE EXISTING DRAINAGE MITIGATION, AND RETENTION PONDS ONTO THE EXISTING DRAINAGE MITIGATION, AND RETENTION PONDS ONTO THE EXISTING MITIGATION, AND RETENTION PONDS ONTO THE EXISTING MITIGATION, AND RETENTION PONDS ONTO THE EXISTING AND RETENTION PONDS ONTO THE EXISTING AND RETENTION PONDS ONTO THE EXISTING RETENTION PONDS ONTO THE EXISTING RETENTION PONDS ONTO THE EXISTING PONDS ONTO THE EXISTING PONDS ONTO THE EXISTING ONTO THE EXISTING ONTO THE EXISTING THE EXISTING THE EXISTING EXISTING EXISTING SITE IN SUPPORT OF A NEW DEVELOPMENT INCLUDING CABINS, MAIN OFFICE, AND STORE. PROJECT NAME: MOAB 7 MILE MOAB 7 MILE PROPERTY ADDRESS: GRAND COUNTY, UTAH GRAND COUNTY, UTAH PARCEL(S) ID: **************** **************** PROPERTY OWNER:******************** ******************** DEVELOPER:******************** ******************** PARCEL(S) ZONING DESIGNATION: ************* : ************* FLOOD HAZARD STATUS: ZONE ******** (******** YR. FLOOD ZONE) ZONE ******** (******** YR. FLOOD ZONE)
AutoCAD SHX Text
PROJECT DESCRIPTION:
AutoCAD SHX Text
MW
AutoCAD SHX Text
MONITOR WELL
AutoCAD SHX Text
C1.0 COVER SHEET COVER SHEET C2.0 IMPROVEMENTS PLAN IMPROVEMENTS PLAN C2.1-C2.4 ROAD PLAN & PROFILE ROAD PLAN & PROFILE C3.0 CULVERT PROFILES CULVERT PROFILES C4.0 DETAILSDETAILS
AutoCAD SHX Text
GENERAL GRADING NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AN EXCAVATION PERMIT FROM BUILDING DEPARTMENT PRIOR TO CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AN EXCAVATION PERMIT FROM BUILDING DEPARTMENT PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. ALSO, UTAH BLUE STAKES SHALL BE NOTIFIED PRIOR TO ANY EXCAVATION ACTIVITY. 2. STATE AND LOCAL REGULATIONS PROHIBIT FUGITIVE DUST FROM EXITING SITE AS A RESULT OF CONSTRUCTION ACTIVITIES. IN STATE AND LOCAL REGULATIONS PROHIBIT FUGITIVE DUST FROM EXITING SITE AS A RESULT OF CONSTRUCTION ACTIVITIES. IN ORDER TO CONTROL FUGITVE DUST, THE FOLLOWING CONSTRUCTION PRACTICES SHALL BE FOLLOWED: LIMIT THE AMOUNT OF DISTURBED AREA ACTIVELY BEING WORKED, DO NOT ENGAGE IN GRADING ACTIVITIES ON WINDY DAYS, USE WATER TO WET DOWN DISTURBED AREAS FREQUENTLY, MOISTURE CONDITION ALL FILL MATERIAL PRIOR TO PLACING AND PLACE IN COMPACTED LIFTS NOT EXCEEDING 12" IN THICKNESS, ESTABLISH VEGETATION ON FRESHLY GRADED SURFACES AS SOON AS PRACTICALLY POSSIBLE. 3. OWNER SHALL BE RESPONSIBLE FOR THE COORDINATION AND COST OF PROVIDING ALL CONSTRUCTION SURVEYING. OWNER SHALL BE RESPONSIBLE FOR THE COORDINATION AND COST OF PROVIDING ALL CONSTRUCTION SURVEYING. 4. ALL VEGETATIVE COVER THAT IS REMOVED DURING GRADING PROCESS SHALL BE DISPOSED OF AT LANDFILL UNLESS ALL VEGETATIVE COVER THAT IS REMOVED DURING GRADING PROCESS SHALL BE DISPOSED OF AT LANDFILL UNLESS PERMISSION TO BURN ON-SITE IS GRANTED BY OWNER AND A BURN PERMIT IS OBTAINED FROM THE DEPARTMENT OF HEALTH. 5. ON-SITE BORROW MATERIAL MAY BE USED AS FILL TO ACHIEVE THE SUBGRADE ELEVATIONS SHOWN ON THE PLANS. THE ON-SITE BORROW MATERIAL MAY BE USED AS FILL TO ACHIEVE THE SUBGRADE ELEVATIONS SHOWN ON THE PLANS. THE MATERIAL SHALL BE FREE OF ORGANIC MATERIAL AND ROCKS LARGER THAN 8" IN DIAMETER AND SHALL BE PLACED IN 12" MAX. LOOSE LIFTS, MOISTURE CONDITIONED TO ±3% OF OPTIMUM, AND COMPACTED TO THE FOLLOWING SPECIFICATION (AS DETERMINED BY STD. PROCTOR ASTM D-698): 5.1. FILL UNDER PAVEMENT, STRUCTURES, AND ALL RIGHT OF WAY (ROW) - AT LEAST 95% OF M.D.D. FILL UNDER PAVEMENT, STRUCTURES, AND ALL RIGHT OF WAY (ROW) - AT LEAST 95% OF M.D.D. 5.2. FILL UNDER LANDSCAPED AREAS - AT LEAST 90% OF M.D.D. FILL UNDER LANDSCAPED AREAS - AT LEAST 90% OF M.D.D. 6. ALL FILL MATERIAL PLACED ON THE SITE SHALL BE FIELD TESTED FOR COMPLIANCE WITH THE COMPACTION CRITERIA. EACH ALL FILL MATERIAL PLACED ON THE SITE SHALL BE FIELD TESTED FOR COMPLIANCE WITH THE COMPACTION CRITERIA. EACH LIFT SHALL BE TESTED AT 1 TEST PER 1,000 SQ. FT. FOR AREAS UNDER STRUCTURES, 1 TEST PER 1,000 LIN. FEET FOR AREAS WITHIN RIGHT OF WAY, AND 1 TEST PER EVERY 2,000 SQ. FT. FOR LANDSCAPED AREAS. THE TESTING SHALL BE ARRANGED BY THE OWNER AND CONDUCTED AT THE OWNERS EXPENSE, HOWEVER THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE SCHEDULING OF THE TESTING. 7. PRIOR TO THE PLACEMENT OF ANY FILL, THE AREA TO RECEIVE FILL SHALL BE STRIPPED OF ALL VEGETATION AND ROOTS TO PRIOR TO THE PLACEMENT OF ANY FILL, THE AREA TO RECEIVE FILL SHALL BE STRIPPED OF ALL VEGETATION AND ROOTS TO A MIN. DEPTH OF 4 INCHES. THE AREA SHALL THEN BE SCARIFIED TO A DEPTH OF 8 INCHES, MOISTURED CONDITIONED, AND COMPACTED. 8. FINAL YARD GRADING TO MAINTAIN EXISTING GRADING TOPOGRAPHY & VEGETATION TO EXTENT POSSIBLE. FINAL YARD GRADING TO MAINTAIN EXISTING GRADING TOPOGRAPHY & VEGETATION TO EXTENT POSSIBLE. 9. CONTRACTOR SHALL OBTAIN AN U.P.D.E.S. PERMIT FROM UTAH STATE DEPARTMENT OF ENVIRONMENTAL QUALITY PRIOR TO CONTRACTOR SHALL OBTAIN AN U.P.D.E.S. PERMIT FROM UTAH STATE DEPARTMENT OF ENVIRONMENTAL QUALITY PRIOR TO COMMENCEMENT. GENERAL WATER AND SEWER NOTES 1. ALL CONSTRUCTION OF WATER MAINS SHALL BE CONDUCTED PER THE SPECIFICATIONS SET FORTH IN THE GRAND COUNTY ALL CONSTRUCTION OF WATER MAINS SHALL BE CONDUCTED PER THE SPECIFICATIONS SET FORTH IN THE GRAND COUNTY CONSTRUCTION STANDARDS. (COPIES AVAILABLE FROM GRAND COUNTY). 2. THE LOCATION OF EXISTING BURIED UTILITIES SHOWN ON THIS PLAN ARE INTENDED FOR CONTRACTOR'S BIDDING REFERENCE THE LOCATION OF EXISTING BURIED UTILITIES SHOWN ON THIS PLAN ARE INTENDED FOR CONTRACTOR'S BIDDING REFERENCE ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING ALL BURIED UTILITIES LOCATED PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER IF CONFLICTS ARE ENCOUNTERED. 3. WATER LINES SHALL BE SANITIZED AND FLUSHED PER STATE OF UTAH SPECIFICATIONS AND LABORATORY TEST RESULTS WATER LINES SHALL BE SANITIZED AND FLUSHED PER STATE OF UTAH SPECIFICATIONS AND LABORATORY TEST RESULTS FURNISHED TO GWSSA FOR THEIR APPROVAL PRIOR TO PLACING LINES IN SERVICE. 4. ALL WATER MAINS SHALL HAVE AT LEAST 48 IN. COVER OVER THE TOP OF THE PIPE. ALL WATER MAINS SHALL HAVE AT LEAST 48 IN. COVER OVER THE TOP OF THE PIPE. 5. "MEGA-LUG" TYPE CONNECTORS SHALL BE USED AT ALL JOINTS IN WATER MAINS WHERE A CHANGE OF DIRECTION OCCURS. "MEGA-LUG" TYPE CONNECTORS SHALL BE USED AT ALL JOINTS IN WATER MAINS WHERE A CHANGE OF DIRECTION OCCURS. 6. LIVE TAP INTO EXISTING WATER MAIN SHALL BE CONDUCTED BY GRAND COUNTY PERSONNEL OR THE DESIGNATED LIVE TAP INTO EXISTING WATER MAIN SHALL BE CONDUCTED BY GRAND COUNTY PERSONNEL OR THE DESIGNATED CONTRACTOR. PROJECT CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE NECESSARY FITTINGS AND SHALL PROVIDE EXCAVATION AND BACKFILL. CONTRACTOR SHALL COORDINATE ACTIVITIES WITH GRAND COUNTY. 7. ALL BENDS IN WATER MAIN SHALL HAVE CONCRETE THRUST BLOCKING PER GWSSA STANDARD DETAIL. ALL BENDS IN WATER MAIN SHALL HAVE CONCRETE THRUST BLOCKING PER GWSSA STANDARD DETAIL. 8. WATER PIPE TO BE AWWA C-900 DR 18 (CL 150) WATER PIPE COMPLYING WITH ASTM -2241. SERVICE PIPE TO BE AWWH WATER PIPE TO BE AWWA C-900 DR 18 (CL 150) WATER PIPE COMPLYING WITH ASTM -2241. SERVICE PIPE TO BE AWWH C-901, CL200 HDPE. FITTINGS TO BE AWWA C-110 CI OR DI, OF MECHANICAL JOINT TYPE (MEGA-LUG). SERVICE SADDLES TO BE OF BRONZE CONSTRUCTION FOR PLASTIC PIPE (MUELLER M13481 OR EQUAL). GATE VALVES TO BE AWWA C-500 WITH STEEL VALVE BOX AND LID EMBOSSED "WATER". FIRE HYDRANTS TO BE AWWA C-502 (MUELLER CENTURION SUPER 200 A423). CORPORATION STOPS TO BE MUELLER H 15029 OR EQUAL. 9. WATER LINE TO BE DISINFECTED PER AWWA C-651-99 AND PRESSURE TESTED PER AWWA C-600-99 PRIOR TO WATER LINE TO BE DISINFECTED PER AWWA C-651-99 AND PRESSURE TESTED PER AWWA C-600-99 PRIOR TO COMMISSIONING. 10. EXISTING SEWER MAINS TO BE FLUSHED THOROUGHLY PRIOR TO TIE-IN. EXISTING SEWER MAINS TO BE FLUSHED THOROUGHLY PRIOR TO TIE-IN. 11. SEWER PIPE AND FITTINGS TO BE ASTM D-3034 COMPLIANT, SEWER PIPE TO BE OF ASTM-D1784 MATERIAL. GASKETS TO BE SEWER PIPE AND FITTINGS TO BE ASTM D-3034 COMPLIANT, SEWER PIPE TO BE OF ASTM-D1784 MATERIAL. GASKETS TO BE ASTM D-1869. SEWER MANHOLES TO BE ASTM C-76 COMPLIANT WITH ASTM C-443 BOOTS, AND ASTM A-48 LIDS AND RINGS. LIDS TO BE EMBOSSED "SEWER". 12. SEWER LINE TO BE DISPLACEMENT AND PRESSURE TESTED PER AWWA C-600-99 PRIOR TO USE. SEWER LINE TO BE DISPLACEMENT AND PRESSURE TESTED PER AWWA C-600-99 PRIOR TO USE. 13. BELLED ENDS OF WATER AND SEWER MAIN PIPES SHALL BE ORIENTED TOWARDS THE UPHILL END OF THE PIPELINE BELLED ENDS OF WATER AND SEWER MAIN PIPES SHALL BE ORIENTED TOWARDS THE UPHILL END OF THE PIPELINE GENERAL STORM DRAIN NOTES 1. CONSTRUCTION OF STORM DRAIN SHALL BE COMPLIANT WITH GRAND COUNTY CONSTRUCTION STANDARDS. CONSTRUCTION CONSTRUCTION OF STORM DRAIN SHALL BE COMPLIANT WITH GRAND COUNTY CONSTRUCTION STANDARDS. CONSTRUCTION INCLUDES ALL REQUIRED TESTING AND INSPECTION. 2. STORM DRAIN PIPE SHALL CONSIST OF AN APPROVED CORRUGATED SMOOTH BORE MATERIAL (ADS N-12 OR EQUAL). STORM STORM DRAIN PIPE SHALL CONSIST OF AN APPROVED CORRUGATED SMOOTH BORE MATERIAL (ADS N-12 OR EQUAL). STORM DRAIN MANHOLES SHALL BE PRECAST CONCRETE WITH PRECUT BORES FOR PIPES AND SHALL BE ASTM C-76 COMPLIANT. LIDS AND RINGS SHALL BE ASTM A-40 COMPLIANT AND LIDS SHALL BE EMBOSSED "STORM DRAIN". SEAL ALL PIPE MANHOLE JOINTS WITH NON-SHRINK GROUT. 3. DETENTION PONDS SHALL BE CONSTRUCTED TRUE AND ACCURATELY AS PER THESE DRAWINGS. ONSITE BORROW MATERIAL DETENTION PONDS SHALL BE CONSTRUCTED TRUE AND ACCURATELY AS PER THESE DRAWINGS. ONSITE BORROW MATERIAL MAY BE USED PROVIDED THAT IT IS FREE OF ORGANIC MATERIAL AND ROCKS LARGER THAN 8" IN DIAMETER. MATERIAL SHALL BE PLACED IN 12" MAX. LIFTS, MOISTURE TREATED, AND COMPACTED TO 95% MDD. MINIMUM. LIFTS SHALL BE TESTED FOR COMPACTION AT 1 TEST PER 1000 SQ. FT. GENERAL CONSTRUCTION NOTES 1. CONTRACTOR TO VERIFY ALIGNMENT, CENTERLINE AND ALL APPLICABLE DATA FROM THESE AND OTHER ENGINEERING CONTRACTOR TO VERIFY ALIGNMENT, CENTERLINE AND ALL APPLICABLE DATA FROM THESE AND OTHER ENGINEERING DRAWINGS BEFORE CONSTRUCTION. 2. THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THEIR EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR UNKNOWN UNDERGROUND UTILITIES. 3. ALL UTILITY INSTALLATIONS TO BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF GWSSA, AS APPLICABLE. ALL ALL UTILITY INSTALLATIONS TO BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF GWSSA, AS APPLICABLE. ALL WATER AND SEWER LINES MUST BE TESTED AND APPROVED PRIOR TO ROAD CONSTRUCTION. ALL WATERLINE INSTALLATIONS SHALL CONFORM TO THE SPECIFICATIONS OF THE UTAH STATE DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ). ALL SEWER LINE INSTALLATIONS SHALL CONFORM TO THE SPECIFICATIONS OF GWSSA, AND UTAH DEQ. 4. ALL EXISTING SITE IMPROVEMENTS INCLUDING LANDSCAPING WHICH ARE DAMAGED DUE TO CONSTRUCTION OF THIS PROJECT, ALL EXISTING SITE IMPROVEMENTS INCLUDING LANDSCAPING WHICH ARE DAMAGED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPAIRED / REPLACED PRIOR TO ACCEPTANCE OF COMPLETED IMPROVEMENTS. 5. ALL TRAFFIC CONTROL DEVICES & SIGNS MUST BE IN CONFORMANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL ALL TRAFFIC CONTROL DEVICES & SIGNS MUST BE IN CONFORMANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (2003). 6. ALL STREET CONSTRUCTION SHALL CONFORM TO GRAND COUNTY STANDARDS AND SPECIFICATIONS CURRENT AT DATE OF ALL STREET CONSTRUCTION SHALL CONFORM TO GRAND COUNTY STANDARDS AND SPECIFICATIONS CURRENT AT DATE OF EXECUTION OF THE DEVELOPMENT AGREEMENT PERTAINING TO THIS DEVELOPMENT. 7. WHEN AN EXISTING STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS WHEN AN EXISTING STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. PATCHING SHALL BE DONE IN CONFORMANCE WITH MOAB CITY STANDARDS. THE FINISHED PATCH SHALL BLEND SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE RESTORED TO PRE-EXISTING CONDITIONS. 8. PRIOR TO ANY CONSTRUCTION ACTIVITIES THAT FALL WITHIN A PUBLIC RIGHT-OF-WAY, THE CONTRACTOR SHALL BE PRIOR TO ANY CONSTRUCTION ACTIVITIES THAT FALL WITHIN A PUBLIC RIGHT-OF-WAY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE APPROPRIATE PUBLIC ENTITY AND OBTAINING ENCROACHMENT PERMITS IF REQUIRED. 9. ALL GRAND COUNTY AND GWSSA CONSTRUCTION STANDARDS SHALL APPLY, AS APPLICABLE. CLARIFICATION DUE TO CONFLICT ALL GRAND COUNTY AND GWSSA CONSTRUCTION STANDARDS SHALL APPLY, AS APPLICABLE. CLARIFICATION DUE TO CONFLICT SHALL BE MADE BY THE PROJECT ENGINEER AND/OR THE COUNTY ENGINEER, AS APPLICABLE. GENERAL CONCRETE AND PAVEMENT NOTES 1. ALL CONCRETE USED FOR EXTERIOR FLAT-WORK AND CURB & GUTTER SHALL HAVE MIN. 3500 PSI 28-DAY COMPRESSIVE ALL CONCRETE USED FOR EXTERIOR FLAT-WORK AND CURB & GUTTER SHALL HAVE MIN. 3500 PSI 28-DAY COMPRESSIVE STRENGTH, W/ 4 %-8 % ENTRAINED AIR. 2. ALL CONCRETE SHALL BE PLACED AT A MAXIMUM SLUMP OF 5 IN. (5"). IF GREATER WORKABILITY IS DESIRED A ALL CONCRETE SHALL BE PLACED AT A MAXIMUM SLUMP OF 5 IN. (5"). IF GREATER WORKABILITY IS DESIRED A WATER-REDUCING ADMIXTURE SHOULD BE USED. 3. ALL CONCRETE SHALL BE TREATED WITH A SYNTHETIC, MEMBRANE-TYPE CURING COMPOUND IMMEDIATELY AFTER FINISHING. ALL CONCRETE SHALL BE TREATED WITH A SYNTHETIC, MEMBRANE-TYPE CURING COMPOUND IMMEDIATELY AFTER FINISHING. 4. SAWCUT CONTROL JOINTS SHALL BE PLACED IN ALL FLAT CONCRETE AS SOON AS THE CONCRETE IS HARD ENOUGH TO SAWCUT CONTROL JOINTS SHALL BE PLACED IN ALL FLAT CONCRETE AS SOON AS THE CONCRETE IS HARD ENOUGH TO SAW W/OUT RAVELING. SAW CUTS SHALL BE AT LEAST 1 " DEEP AND SHALL BE SPACED ACCORDING TO THE FOLLOWING 12" DEEP AND SHALL BE SPACED ACCORDING TO THE FOLLOWING SCHEDULE: 5" PAVEMENT SLAB - 10' O.C. EACH WAY 5. GROOVED CONTROL JOINTS SHALL BE PLACED IN ALL FORMED CONCRETE AT TIME OF POUR. GROOVES SHALL BE AT LEAST GROOVED CONTROL JOINTS SHALL BE PLACED IN ALL FORMED CONCRETE AT TIME OF POUR. GROOVES SHALL BE AT LEAST 1" DEEP AND SHALL BE SPACED ACCORDING TO THE FOLLOWING SCHEDULE: 4" SIDEWALK SLAB - 8' O.C. CURB AND GUTTER - 10' O.C. ON STRAIGHT RUNS & 4' O.C. AROUND CURVES 6. ISOLATION/EXPANSION JOINTS SHALL BE INSTALLED WHEREVER NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE. ISOLATION/EXPANSION JOINTS SHALL BE INSTALLED WHEREVER NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE. SAID JOINTS SHALL BE OF 1/2 " THICK EXPANSION MATERIAL (CRUSH BOARD) AND BE ACCOMPLISHED BY EXTENDING THE " THICK EXPANSION MATERIAL (CRUSH BOARD) AND BE ACCOMPLISHED BY EXTENDING THE " THICK EXPANSION MATERIAL (CRUSH BOARD) AND BE ACCOMPLISHED BY EXTENDING THE EXTENDING THE EXTENDING THE FULL DEPTH OF THE NEW WORK. 7. ALL EXTERIOR CONCRETE SHALL BE FINISHED WITH A LIGHT-BROOM FINISH.ALL EXTERIOR CONCRETE SHALL BE FINISHED WITH A LIGHT-BROOM FINISH.
4
5
4
8
4
5
4
5
4540
4
5
4
5
4
5
5
0
4
5
5
5
4
5
5
6
4
5
5
4
4
5
5
2
4
5
5
6
4
5
5
5
4
5
5
3
4
5
5
2
4554
4
5
5
4
4
5
5
5
4
5
5
6
4
5
5
6
4
5
5
5
4545
4
5
5
0
4
5
4
7
4543
4
5
4
6
4
5
4
5
4
5
4
3
4
5
4
2
4
5
5
2
4
5
5
2
4
5
3
6
4
5
5
1
4551
Checked By:
Designed by:
Drawn By:
Project Number:
Sheet
Revisions:
Issue Record:
GOFF ENGINEERING& SURVEYING, INC.126 ROCK POINTDRIVE SUITE A
P.O. BOX 97DURANGO,
COLORADO 81302(970) 247-1705
www.GoffEngineering.com
ENGINEERING SURVEYING INC
3-30-2017
MOA
B, U
TAH
OWNE
R/CL
IENT
MOA
B 7
MILE
PRO
JECT
CTH
RSH
CTH
17-043
FOR REVIEW
C2.0IMPROVEMENTSPLAN
KEYNOTES:
1. PROPOSED BUILDING LOCATION.
2. CONSTRUCT GRAVEL ROAD PER SECTION.
3. CONSTRUCT LANDSCAPE BERM. MININUM 1' BERM TOP, 3:1 MINIMUM SIDE
SLOPES. RIP RUNDOWN OVERFLOW SWALE REQUIRED.
4. CONSTRUCT LANDSCAPE SWALE. 1' MINIMUM DEPTH, 3:1 MINIMUM SIDE
SLOPES.
5. INSTALL 18" CMP CULVERT. MINIMUM 1' COVER.
6. CONSTRUCT GRAVEL PARKING AREA. MATERIALS & DEPTHS TO BE
CONSISTENT WITH PROPOSED PRIVATE ROADS.
7. REGRADE EXISTING ROAD WITH NEW GRAVEL SURFACING.
8. INSTALL CATTLE GUARD AT GRADE.
AutoCAD SHX Text
OAK
AutoCAD SHX Text
OAK
AutoCAD SHX Text
W
AutoCAD SHX Text
EXISTING EDGE OF PAVEMENT
AutoCAD SHX Text
PROPOSED LOTLINES
AutoCAD SHX Text
STORE/OFFICE
AutoCAD SHX Text
WELL
AutoCAD SHX Text
SHOP
AutoCAD SHX Text
EXISTING SANDSTONE SHELF
AutoCAD SHX Text
EXISTING VEGETATION, TYP.
AutoCAD SHX Text
EXISTING OVERHEAD POWER, TYP.
AutoCAD SHX Text
U.S. HIGHWAY 191
AutoCAD SHX Text
COTTER MINE RD
AutoCAD SHX Text
EASEMENT
AutoCAD SHX Text
EASEMENT
AutoCAD SHX Text
16
AutoCAD SHX Text
15
AutoCAD SHX Text
14
AutoCAD SHX Text
13
AutoCAD SHX Text
12
AutoCAD SHX Text
11
AutoCAD SHX Text
10
AutoCAD SHX Text
9
AutoCAD SHX Text
8
AutoCAD SHX Text
7
AutoCAD SHX Text
6
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
POND 1
AutoCAD SHX Text
POND 2
AutoCAD SHX Text
LIMITS OF DISTURBANCE, TYP.
AutoCAD SHX Text
EXISTING ASPHALT APRON
AutoCAD SHX Text
3:1 DAYLIGHT SLOPE
AutoCAD SHX Text
3:1 DAYLIGHT SLOPE
AutoCAD SHX Text
2%
AutoCAD SHX Text
2%
AutoCAD SHX Text
AutoCAD SHX Text
8" THICK MAT 34" GRAVEL
AutoCAD SHX Text
Goff Engineering & Surveying, Inc. expressly reserves the common law copyright and other property rights in these plans. These plans are not to be changed or copied in any form or manner whatsoever nor are they to be assigned to any third party without first obtaining written permission and consent of Goff Engineering & Surveying, Inc.
AutoCAD SHX Text
g:\2017\17-043 moab 7 mile project\cad\sheets\17-043 moab 7 mile- improvements plan.dwg
AutoCAD SHX Text
chris hawkins
AutoCAD SHX Text
3/27/2017
AutoCAD SHX Text
0
AutoCAD SHX Text
FEET
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
50
AutoCAD SHX Text
50
AutoCAD SHX Text
100
AutoCAD SHX Text
TYPICAL PRIVATE ROAD SECTION
AutoCAD SHX Text
##
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
12:1 SIDESLOPE
AutoCAD SHX Text
CULVERT 1
AutoCAD SHX Text
CULVERTS 2&3
AutoCAD SHX Text
CULVERT 4
AutoCAD SHX Text
CULVERT 7
AutoCAD SHX Text
CULVERT 5
AutoCAD SHX Text
CULVERT 6