DWQ-2025-005499

VICINITY MAP
(N.T.S.)
PROJECT
SITE
LOST CREEK STATE PARK
STATE OF UTAH
CONSTRUCTION DOCUMENTS
NOVEMBER, 2024
DFCM PROJECT NO. 22087510
PREPARED BY
MATT BOYER DATE
DFCM CAPITAL DEVELOPMENT ASSISTANT DIRECTOR
CHASE PRINCE DATE
STATE PARKS CONSTRUCTION PROGRAM MANAGER
APPROVALS
DIVISION OF FACILITIES CONSTRUCTION AND MANAGEMENT
CAPITOL HILL COMPLEX
450 STATE STREET, STE 4110
SALT LAKE CITY, UT 84114
[phone]
PROJECT MANAGER DATE
CODY HOWICK, P.E.
ASSISTANT PROJECT MANAGER DATE
RYAN DEVITT, P.E.
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DRAWN BY:
CHECKED BY:
PROJ. #:
SHEET
OF
DESIGN BY:
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ARCHITECT/ENGINEER STAMP
CODE COMPLIANCE STAMP
G003
G004
GENERAL NOTES
SURVEY CONTROL & REFERENCE
G002 ABBREVIATIONS & LEGEND
LANDSCAPE SITE PLAN
INDEX TO CIVIL SHEETS
G001 COVER & SHEET INDEX
VICINITY MAP, SYMBOL, LEGEND, NOTES, & CODE REQUIREMENTS
FLOOR PLANS
SCHEDULES & LEGENDS
INDEX TO ARCHITECTURAL SHEETS
AJ601-AJ604
AE101-AE106
1453 S. DIXIE DRIVE, STE 150
ST. GEORGE,UT 84770
435.986.0100
PROJECT
SITE
CIVIL ENGINEER
CIVIL SCIENCE INC.
1453 S. DIXIE DRIVE, STE 150
ST. GEORGE,UT 84770
PHONE: [phone]
CONTACT: RYAN DEVITT
EMAIL: [e-mail]
BUILDING ARCHITECT
AJC ARCHITECTS
1703 E 1700 S #3170
SALT LAKE CITY, UT 84105
PHONE: [phone]
CONTACT: HEBER SLABBERT
EMAIL: [e-mail]
STRUCTURAL ENGINEER
CIVIL SCIENCE INC.
1453 S. DIXIE DRIVE, STE 150
ST. GEORGE,UT 84770
PHONE: [phone]
CONTACT: TREVOR GARDNER
EMAIL: [e-mail]
MECHANICAL ENGINEER
WHW ENGINEERING, LLC.
8619 SANDY PKWY
SANDY, UT 84070
PHONE: [phone]
CONTACT: JACOB SUTCH
EMAIL: [e-mail]
LANDSCAPE ARCHITECT
DHM DESIGN CORPORATION
900 S BROADWAY # 300
DENVER,CO 84770
PHONE: [phone]
CONTACT: LEE PETTY
EMAIL: [e-mail]
ELECTRICAL ENGINEER
BNA CONSULTING
393 E RIVERSIDE DRIVE, STE 202
ST. GEORGE,UT 84790
PHONE: [phone]
CONTACT: IAN MADISON
EMAIL: [e-mail]
LOST

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ROOF PLANSAE111-AE122
EXTERIOR ELEVATIONSAE201-AE206
INTERIOR ELEVATIONSAJ211-AJ216
BUILDING SECTIONSAJ301-AJ306
RANGER HOUSE GRADINGCG106-CG107
CD101-CD102 DEMOLITION PLAN
LS101-LS102
CG108-CG110
WATERLINE PLAN & PROFILECU106-CU109
CAMPGROUND UTILITIESCU101-CU105
LS501-LS505 LANDSCAPE DETAILS
CHRIS HARAMATO DATE
LOST CREEK STATE PARK MANAGER
TANK SITE GRADING
Know what'sbelow.
before you dig.Call
CU501-CU504 UTILITY DETAILS
G2-G7
CAMPGROUND GRADINGCG101-CG104
EVAPORATION POND GRADINGCG105
RANGER HOUSE UTILITIESCU113
CAMPGROUND SITE PLANCS101-CS102
EVAPORATION POND SITE PLANCS103
TANK SITE PLANCS105
RANGER HOUSE SITE PLANCS104
Fx. 21182
1 50
STW
RWD
PB
G-001
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WELL & PUMP HOUSE EQUIPMENTCW501
TANK PLAN, NOTES, & DETAILSCT501-CT508
WALL SECTIONS/VERTICAL CIRCULATIONAJ311-AJ313
AREA 'A' PLANS
INDEX TO ELECTRICAL SHEETS
E0.01-E0.03 SYMBOLS, SCHEDULES, & NOTES
E1.01 OVERALL SITE PLAN
E2.01-E2.21
AREA 'B' PLANSE3.01-E3.21
AREA 'C' PLANSE4.01-E4.22
ONE-LINE DIAGRAMSE5.01-E5.03
PANELBOARD SCHEDULES
ELECTRICAL DIAGRAMSE6.01-E6.03
E5.11
DETAILSAJ501-AJ503
MECHANICAL DETAILS
INDEX TO MECHANICAL SHEETS
MG001 MECHANICAL LEGEND AND GENERAL NOTES
ME101-ME106 FLOOR PLANS
ME501-ME502
MECHANICAL SCHEDULESME601
PLUMBING DETAILS
PG001 PLUMBING LEGEND AND GENERAL NOTES
PE001-PE106 FLOOR PLANS
PE501-PE502
PLUMBING SCHEDULESPE601
PLUMBING ISOMETRICSPE901-PE904
PLANTING PLANLP101-LP103
LARGE & SMALL RESTROOM BUILDING PLAN
INDEX TO STRUCTURAL SHEETS
S1.1 GENERAL STRUCTURAL NOTES
SR2.1-SR3.1
RANGER RESIDENCE PLANSH2.1-SH3.3
STRUCTURAL DETAILSS8.1-S8.3
CS501-CS502 SITE DETAILS
ASSEMBLIESAE010
MECHANICAL ISOMETRICSME901-ME902
ED.01 ELECTRICAL DEMOLITION SITE PLAN
INDEX TO LANDSCAPE SHEETS
ENTRY KIOSK PLANSE2.1
POND DRAIN PLAN & PROFILECU110-CU112
CULVERT PLAN & PROFILECU114
STRUCTURAL ENGINEER
MJ STRUCTURAL
5673 S. REDWOOD RD, STE 22
TAYLORSVILLE, UT 84123
PHONE: [phone]
CONTACT: MATT JACKSON
EMAIL: [e-mail]
PUMP HOUSE STRUCTURAL PLANS & DETAILSS101-S701
8/14/24
8/14/24
8/14/22
PUMP HOUSE PLANS, ELEVATIONS, SECTIONS, & DETAILSA010-G010
PROJECT MANAGER DATE
CODY HOWICK, P.E.
ASSISTANT PROJECT MANAGER DATE
RYAN DEVITT, P.E.
11/11/24
11/11/24
11/11/24
DIVISION OF FACILITIES
CONSTRUCTION ANDMANAGEMENT
REVIEWED FOR
CODE COMPLIANCE
Thomas W Peterson
11/26/2024
CONFORMED SET
MAY, 2025
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ABBREVIATIONS
AC ACRE
AGGR AGGREGATE
ALT.ALTERNATE
APPR.APPROXIMATELY
AR MH AIR RELEASE MANHOLE
ARV AIR RELEASE VALVE
AS AS SHOWN
ASSY.ASSEMBLY
ASTM AMERICAN SOCIETY FOR TESTING
MATERIALS
AVE AVENUE
BFV BUTTERFLY VALVE
BFO BURIED FIBER OPTIC
BH BORE HOLE
BITUM.BITUMINOUS
BK BACK
BLV BALL VAVLE
B.O.BY OTHERS
BOA BEGINNING OF ALIGNMENT
BOP BEGINNING OF PROJECT
BTEL BURIED TELEPHONE
BVC BEGIN VERTICAL CURVE
C&G CURB AND GUTTER
CB CATCH BASIN
C-C CENTER TO CENTER
CF CUBIC FEET
CFS CUBIC FEET PER SECOND
CI CAST IRON
CIP CAST IRON PIPE
CL CENTERLINE
CMP CORRUGATED METAL PIPE
CO CLEANOUT
CONC.CONCRETE
CONSTR.CONSTRUCTION
CSV CURB STOP VALVE
CU COPPER
CY/CU YD CUBIC YARD
DBL DOUBLE
DI DUCTILE IRON
DIA/D DIAMETER
DIP DUCTILE IRON PIPE
DR DRIVE
DWG DRAWING
E.EAST
EA.EACH
EF EACH FACE
EG EXISTING GRADE
EP EDGE OF PAVEMENT
ELEC. ELECTRICAL
ELEV.ELEVATION
ELOH OVERHEAD ELECTRICAL
EOA END OF ALIGNMENT
EOP END OF PROJECT
EQ EQUAL
ESMT EASEMENT
EVC END VERTICAL CURVE
EW EACH WAY
EX.EXISTING
EXT.EXTENSION
FES FLARED END SECTION
FH FIRE HYDRANT
FL FLOWLINE
FM FORCE MAIN
FO FIBER OPTIC
FT.FOOT/FEET
GALV.GALVANIZED
GB GRADE BREAK
GR GRATE
GV GATE VALVE
HDPE HIGH-DENSITY POLYETHYLENE
HOR.HORIZONTAL
HP HIGH POINT
HYD.HYDRANT
IN.INCH
I.D.INSIDE DIAMETER
INS.INSULATION
INV.INVERT
LB.POUND
LEN.LENGTH
LF LINEAR FEET
LP LOW POINT
LT LEFT
MAX MAXIMUM
MFG.MANUFACTURER
MH MANHOLE
MIN.MINIMUM
MJ MECHANICAL JOINT
MON.MONUMENT
N.NORTH
NO.NUMBER
NTS NOT TO SCALE
O.C.ON CENTER
O.D.OUTSIDE DIAMETER
OH OVERHEAD
PC POINT OF CURVATURE
PCC POINT OF COMPOUND CURVATURE
PI POINT OF INTERSECTION
PL PROPERTY LINE
POLY POLYETHYLENE
POT.POTABLE
PP POWER POLE
PRC POINT OF REVERSE CURVATURE
PRV PRESSURE REDUCING VALVE
PSI POUNDS PER SQUARE INCH
PT POINT OF TANGENCY
PVC POLYVINYL CHLORIDE
PVI POINT OF VERTICAL INTERSECTION
PUE PUBLIC UTILITY EASEMENT
RAD RADIUS
RCP REINFORCED CONCRETE PIPE
REQ'D REQUIRED
ROW RIGHT-OF-WAY
RR RAILROAD
RT RIGHT
S.SOUTH
SAN SANITARY
SCH.SCHEDULE
SD STORM DRAIN
SDR STANDARD DIMENSION RATIO
SF/SQ FT SQUARE FEET
SHT SHEET
SIM.SIMILAR
SPA SPACES
SS SANITARY SEWER
ST STREET
ST. STL STAINLESS STEEL
STA STATION
STD STANDARD
SY/SQ YD SQUARE YARD
TEL TELEPHONE
TBC TOP BACK OF CURB
TBR TO BE REMOVED
TW TOP OF WALL
TYP.TYPICAL
UEC UNDERGROUND ELECTRIC
UTBC UNTREATED BASE COURSE
VAR.VARIES
VERT.VERTICAL
W WEST
WL WATER LINE
LEGEND
EXISTING PROPOSED
MAJOR CONTOUR
MINOR CONTOUR
GRADING CUT LINE
GRADING FILL LINE
GRADE TO DRAIN
EDGE OF PAVEMENT
EDGE OF GRAVEL
STREET CENTERLINE
RIGHT-OF-WAY LINE
PROPERTY LINE
SECTION LINE
SECTION CORNER
PUBLIC UTILITY EASEMENT
TEMPORARY
CONSTRUCTION EASEMENT
FIELD FENCE
SANITARY SEWER MAIN
(SIZE AS NOTED)
SANITARY SEWER MANHOLE
WATER MAIN (SIZE AS
NOTED)
TEE
CROSS
GATE VALVE
PRV
AIR VAC
FITTING
STUB / CAP
HYDRANT
WATER METER
PRESSURIZED
IRRIGATION
PRESSURE IRRIGATION
SERVICE/VALVE
STORM DRAIN PIPE (SIZE AS
NOTED
CULVERT WITH FLARED END
SECTION
STORM DRAIN MANHOLE
STORM DRAIN CURB INLET
STREET LIGHT
SIGN (SINGLE POLE, 2 OR
MORE POLES)
IMPROVEMENT ELEVATIONS
CONCRETE
ASPHALT PAVEMENT
BASE COURSE
CRUSHER FINES
NATURAL GROUND
ENVIRONMENTAL AREA
SECTION CALL-OUT
SYMBOL
UNDERGROUND ELECTRIC
LINE
OVERHEAD ELECTRIC LINE
GAS LINE
POWER POLE
GUY WIRE ANCHOR
ELECTRICAL BOX OR
LOCKER
4
D1
SECTION /
DETAIL
NUMBER
SHEET WHERE
DRAWN
TBC
ELEV: xxxx.xx
G G
E
CUT
FILL
18501850
18501850
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ARCHITECT/ENGINEER STAMP
CODE COMPLIANCE STAMP
Fx. 21182
2 50
STW
RWD
PB
G-002
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8/14/22
ARCHITECTENGINEER STAMP
11/11/24
DIVISION OF FACILITIES
CONSTRUCTION ANDMANAGEMENT
REVIEWED FOR
CODE COMPLIANCE
Thomas W Peterson
11/26/2024
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ARCHITECT/ENGINEER STAMP
CODE COMPLIANCE STAMP
GENERAL
1.THE LOST CREEK STATE PARK PROJECT IS DESIGNED IN ACCORDANCE WITH DFCM DESIGN STANDARDS, HIGH PERFORMANCE
BUILDING REQUIREMENTS, AND ENHANCED ACCESSIBILITY REQUIREMENTS (ABAAS). IF ANY DISCREPANCIES SHOULD ARISE
BETWEEN DFCM STANDARDS AND THESE DRAWINGS, DFCM STANDARDS SHALL GOVERN. SEE ARCHITECTURE SHEET G4 FOR
CODE ANALYSIS.
2.STANDARD DRAWINGS & SPECIFICATIONS: ALL CONSTRUCTION SHALL CONFORM TO "APWA MANUAL OF STANDARD PLANS" AND
SPECIFICATIONS (LATEST EDITION) UNLESS SPECIFIED OTHERWISE. CONTRACTOR SHALL OBTAIN COPIES OF SAID STANDARDS
AND APPLICABLE DETAILS PRIOR TO CONSTRUCTION AND HAVE COPIES ON SITE DURING CONSTRUCTION.
3.PROPERTY & CONSTRUCTION LIMITS: ALL CONSTRUCTION WORK INCLUDING VEHICLES, EQUIPMENT, MATERIALS, ETC. SHALL BE
KEPT WITHIN EXISTING RIGHT-OF-WAY AND EASEMENTS OF THE PROJECT BOUNDARIES. CONSTRUCTION IS INTENDED TO BE
WITHIN PROPERTY LIMITS, ROADWAY RIGHT-OF-WAY OR EASEMENTS. ANY WORK BEYOND CONSTRUCTION LIMITS IS TO BE
APPROVED BY OWNER OR ENGINEER'S REPRESENTATIVE. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN WRITTEN RIGHT
OF INGRESS AND EGRESS SHOULD THEY VENTURE ONTO PRIVATE PROPERTY WHICH IS NOT INCLUDED IN ACQUIRED
RIGHTS-OF-WAY AND EASEMENTS.
4.EXISTING IMPROVEMENTS: CONTRACTOR SHALL TAKE NECESSARY MEASURES TO PRESERVE AND PROTECT EXISTING
STRUCTURES, WALLS, DRIVEWAYS, TRAFFIC SIGNS, WATERWAYS, FENCES, LANDSCAPING, TREES, RIPRAP, DITCHES, ASPHALT
AND CONCRETE TRAILS, CURB AND GUTTER, MAILBOXES, SIDEWALK, AND OTHER IMPROVEMENTS. ANY SUCH IMPROVEMENTS
REMOVED OR DAMAGED BY CONTRACTOR'S ACTIVITY SHALL BE REPLACED OR REPAIRED TO ORIGINAL OR BETTER CONDITION
ACCORDING TO THE SPECIFICATIONS OF THE GOVERNMENTAL ENTITY HAVING JURISDICTION, AT THE SOLE EXPENSE OF THE
CONTRACTOR.
5.TESTING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED INSPECTION AND TESTING. WORK CONCEALED
WITHOUT THE REQUIRED INSPECTION OR TESTING SHALL BE SUBJECT TO EXPOSURE AT THE CONTRACTOR'S SOLE EXPENSE.
6.NON-CONFORMING WORK: WORK PERFORMED WHICH IS NOT IN CONFORMANCE WITH THE DRAWINGS AND/OR SPECIFICATIONS
OR WITHOUT OWNER OR ENGINEER REPRESENTATIVE'S APPROVAL SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE
CONTRACTOR'S SOLE EXPENSE.
7.WORK HOURS & CONSTRUCTION NOISE: THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO DAYLIGHT HOURS ONLY
AND NO CONSTRUCTION WORK WILL BE ALLOWED ON SATURDAYS, SUNDAYS, OR HOLIDAYS OBSERVED BY THE OWNER UNLESS
OTHERWISE APPROVED BY THE OWNER OR ENGINEER'S REPRESENTATIVE.
8.OSHA COMPLIANCE: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL OSHA REGULATIONS AND
STANDARDS ARE COMPLIED WITH ON THE PROJECT SITE DURING THE CONSTRUCTION PERIOD.
9.EPA COMPLIANCE: THE CONTRACTOR SHALL MEET ALL DEPARTMENT OF ENVIRONMENTAL QUALITY AND U.S. EPA
REQUIREMENTS.
10.CONSTRUCTION ACTIVITIES: IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PERFORM CONSTRUCTION ACTIVITIES PER
THE CONTRACT DOCUMENTS. ANY ADDITIONS, DELETIONS, OR MODIFICATIONS SHALL FIRST MEET WITH THE WRITTEN APPROVAL
OF THE OWNER OR ENGINEER'S REPRESENTATIVE.
11.SETTLEMENT: CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY SETTLEMENT OF EXCAVATIONS, AND ANY DAMAGE
OF UTILITIES RESULTING FROM SETTLEMENT.
12.SURVEY MONUMENTS: CONTRACTOR SHALL NOT DESTROY, REMOVE, OR DISTURB ANY EXISTING SURVEY MONUMENTS
WITHOUT AUTHORIZATION OF CONTROLLING AGENCY. NO PAVEMENT CUTTING OR REMOVAL SHALL BEGIN UNTIL ALL SURVEY
MARKERS OR MONUMENT POINTS THAT HAVE THE POTENTIAL OF BEING DISTURBED BY THE CONSTRUCTION OPERATIONS HAVE
BEEN PROPERLY REFERENCED BY A REGISTERED LAND SURVEYOR. ALL SURVEY MONUMENTS OR POINTS DISTURBED BY THE
CONTRACTOR SHALL BE ACCURATELY RESET BY A REGISTERED LAND SURVEYOR AFTER ALL RESTORATION AND RESURFACING
HAS BEEN COMPLETED.
13.LANDSCAPE RESTORATION: CONTRACTOR SHALL STRIP, STOCKPILE, AND REPLACE EXISTING TOP SOIL (MINIMUM TOP 12
INCHES OF MATERIAL) WITHIN THE TRENCH CUT. CONTRACTOR SHALL GRADE AND RESTORE GROUND MATCHING OR EXCEEDING
ORIGINAL LANDSCAPING CONDITIONS. THIS INCLUDES, BUT IS NOT LIMITED TO: TOPSOIL, GRASS, TREES, CONCRETE TRAIL,
BOLLARDS, SPRINKLERS AND LANDSCAPE ROCKS, BARK AND VEGETATION. COORDINATE WITH OWNER ON LANDSCAPING PRIOR
TO RESTORATION.
14.DISCREPANCIES, OMISSIONS AND CONFLICTS: THE CONTRACTOR SHALL NOTIFY THE OWNER OR ENGINEER'S REPRESENTATIVE
OF ANY DISCREPANCIES, OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE DRAWINGS AND/OR
SPECIFICATIONS BEFORE PROCEEDING WITH RELATED WORK.
15.CONSTRUCTION TIMELINE: THE CONTRACTOR RECOGNIZES THAT TIME IS OF THE ESSENCE WITH THIS PROJECT AND SHALL
SELECT AND UTILIZE LABOR, EQUIPMENT, AND MATERIALS THAT MINIMIZE THE CONSTRUCTION TIMELINE. THE CONTRACTOR
SHALL ALSO REGULARLY APPRISE THE OWNER OR ENGINEER'S REPRESENTATIVE OF THE ELEMENTS REQUIRING LONG LEAD,
INSTALLATION OR CURE TIMES.
16.PRE-CONSTRUCTION DOCUMENTATION: PRIOR TO CONSTRUCTION, THE CONTRACTOR IS REQUIRED TO DOCUMENT WITH
DIGITAL PHOTOGRAPH OR VIDEO THE EXISTING CONDITIONS OF THE PROJECT SITE INCLUDING BUT NOT LIMITED TO: DRIVEWAYS,
WALL, FENCES, SIDEWALKS, ROADWAYS, UTILITIES, TREES, LANDSCAPING AND ALL OTHER ELEMENTS THAT WILL BE DISTURBED
BY CONSTRUCTION. THE DOCUMENTATION MUST BE PROVIDED UPON THE REQUEST OF THE OWNER OR ENGINEER'S
REPRESENTATIVE.
17.INCIDENTAL WORK: WORK INTENDED BY THE DRAWINGS AND SPECIFICATIONS, BUT NOT SPECIFICALLY IDENTIFIED IN A
PARTICULAR BID ITEM SHALL BE CONSIDERED INCIDENTAL TO THE OTHER BID ITEMS.
18.LEGAL DISPOSAL: ANY DEBRIS RESULTING FROM THE PROJECT IS TO BE DISPOSED OF BY THE CONTRACTOR. THE
CONTRACTOR SHALL MAKE ARRANGEMENTS FOR DISPOSAL SITES AT WHICH DEBRIS MAY BE LAWFULLY WASTED.
UTILITIES
1.EXISTING UTILITIES: UTILITIES SHOWN ON THE DRAWINGS ARE BASED ON THE BEST AVAILABLE INFORMATION PROVIDED BY
OTHERS, AND SHOULD BE CONSIDERED APPROXIMATE AND FOR GENERAL INFORMATION ONLY. CONTRACTOR IS RESPONSIBLE
TO LOCATE AND PROTECT ALL UTILITIES IN THE PROJECT AREA, INCLUDING THOSE THAT MAY NOT BE SHOWN OR THAT MAY BE
SHOWN INCORRECTLY. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE REPAIR OF ANY UTILITY DAMAGED AS A RESULT OF THE
CONTRACTOR'S OPERATIONS. RELOCATIONS AND/OR REPLACEMENTS OF EXISTING UTILITIES SHALL BE COORDINATED BY THE
CONTRACTOR WITH THE UTILITY OWNER. CONTRACTOR SHALL CONTACT, SCHEDULE, AND ESTABLISH UTILITY SHUT DOWN
TIMES AND DETERMINE THE RELOCATION AND/OR REPLACEMENT REQUIREMENTS OF EXISTING UTILITIES PRIOR TO THE START
OF ANY WORK.
2.UTILITY FIELD VERIFICATION: CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND INVERT ELEVATIONS OF EXISTING MANHOLES,
PIPE SIZES AND OTHER UTILITIES BEFORE CONSTRUCTING ANY NEW SEWER, WATER, STORM DRAIN OR OTHER UTILITY LINES.
REPORT ANY DISCREPANCIES BETWEEN EXPECTED LOCATION AND ACTUAL LOCATION TO THE OWNER OR ENGINEER'S
REPRESENTATIVE IMMEDIATELY.
3.ALIGNMENT & DEPTH: LAY PIPE TO DEPTH OR SPECIFIC SLOPE AND ALONG HORIZONTAL ALIGNMENT AS DEFINED IN THESE
DRAWINGS. CONTRACTOR SHALL NOT DEVIATE FROM PROPOSED ALIGNMENT OR DEPTH. GRAVITY PIPE INSTALLATION SHALL
REQUIRE LASER GRADE LINE BE USED AND WILL BE CHECKED PRIOR TO ANY PIPE ACCEPTANCE.
4.UTILITY IMPACTS: AVOID EXISTING UTILITIES WHERE POSSIBLE. WHERE IMPACTS TO UTILITIES ARE EXPECTED OR ENCOUNTERED,
COORDINATED RELATED CONSTRUCTION ACTIVES AND REQUIRED UTILITY MODIFICATION WITH UTILITY OWNERS AND OWNER OR
ENGINEER'S REPRESENTATIVE. THE CONTRACTOR SHALL INFORM AND COORDINATED PLANNED PROJECT CONSTRUCTION WITH
ALL UTILITY OWNERS WITHIN PROJECT AREA PRIOR TO CONSTRUCTION.
5.FLOW DIVERSION: CONTRACTOR WILL BE REQUIRED TO DIVERT WATER OR WASTEWATER OF EXISTING FLOWS AS NECESSARY
FOR FULL DURATION OF PROJECT.
6.UTILITY SHUTDOWN: ALL UTILITY SHUTDOWNS REQUIRE AT LEAST 72 HOURS IN ADVANCE OR AS REQUIRED BY UTILITY COMPANY.
7.TRENCH OPERATIONS: CONTRACTOR IS SOLELY RESPONSIBLE FOR CONFORMANCE WITH LOCAL AND FEDERAL CODES
GOVERNING SHORING AND BRACING OF EXCAVATIONS AND TRENCHES. CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF THE
PUBLIC AND PROTECTION OF PERSONNEL AND WORKERS. TRENCH SUPPORTS AND DEWATERING SHALL BE RESPONSIBILITY OF
THE CONTRACTOR. MAXIMUM OPEN TRENCH DURING WORK HOURS SHALL BE 200 FEET AND ALL TRENCHES SHALL BE
BACKFILLED AND/OR PLATED DURING NON-WORKING HOURS.
8.POT HOLING: CONTRACTOR SHALL VERIFY THE EXACT LOCATION, SIZE, TYPE, AND ELEVATION OF ALL UTILITIES PRIOR TO
CONSTRUCTION BY POT HOLING A MINIMUM OF 400 FEET IN ADVANCE OF TRENCHING OPERATIONS TO CONFIRM CLEARANCE
FROM THE PROPOSED PIPELINES.
9.NEW PIPE PROTECTION: CONTRACTOR SHALL IMPLEMENT MEASURES DURING CONSTRUCTION THAT WILL PREVENT RUNOFF,
DEBRIS AND SEDIMENT FROM ENTERING UNFINISHED PORTIONS OF THE NEW PIPE DURING CONSTRUCTION.
10.DEWATERING: GROUND WATER AND SURFACE WATER CONTROL SHALL BE PERFORMED AND RESPONSIBLY HANDLED BY THE
CONTRACTOR ACCORDING TO, AND IN COMPLIANCE WITH, ALL LOCAL GOVERNING AUTHORITIES. HEAVY GROUND WATER AND/OR
SURFACE WATER PUMPING MAY BE REQUIRED. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE POTENTIAL
PUMPING NEEDS. THE CONTRACTOR SHALL NOT RELY ON OWNER SUPPLIED PROCTOR, GROUND WATER AND/OR SURFACE
WATER DATA. CONTRACTOR SHALL OBTAIN DEWATERING PERMIT AS NECESSARY.
11.MATERIAL CONDITION: INSTALL ALL MATERIALS ACCORDING TO MANUFACTURER RECOMMENDATIONS AND STATE AND LOCAL
REQUIREMENTS. USE ONLY NEW AND UNUSED MATERIALS. ALL MATERIALS SHALL BE PROVIDED BY MANUFACTURERS
REGULARLY ENGAGED IN PRODUCING SAID ITEMS, AND WHICH SHALL BE FIRST QUALITY, HEAVY DUTY, COMMERCIAL/INDUSTRIAL
GRADE, SUITABLE FOR THE INTENDED USE.
WATER
1.CONTRACTOR SHALL PROVIDE ANY ADDITIONAL TEMPORARY BLOW OFF VALVES & FITTINGS AS NEEDED TO FLUSH AND
DISINFECT NEW WATERLINES. THE CONTRACTOR SHALL PROVIDE DISINFECTION PLAN TO THE OWNER OR ENGINEER'S
REPRESENTATIVE FOR APPROVAL BEFORE BEGINNING CONSTRUCTION. TEMPORARY BLOWOFF & FITTINGS SHALL BE REMOVED
PRIOR TO PUTTING NEW LINE INTO SERVICE.
2.WATERLINE SHALL BE MINIMUM SLOPE OF 0.3%, UNLESS INDICATED OTHERWISE, WITH NO LOCAL HIGH POINTS EXCEPT AS
INDICATED ON THE DRAWINGS.
3.DEFLECTIONS IN PIPE JOINTS SHALL NOT EXCEED 5 DEGREES FOR DI PIPE, OR MANUFACTURER'S PUBLISHED DEFLECTIONS,
WHICHEVER IS SMALLER.
4.USE JOINT RESTRAINT AT ALL BENDS, FITTINGS, VALVES, ETC. THRUST RESTRAINTS ARE REQUIRED FOR ALL BURIED FITTINGS.
5. ALL DUCTILE RON PIPE AND ALL COMPRESSION COUPLINGS, MECHANICAL JOINTS, FLANGED JOINTS, VALVES, HYDRANTS AND
FITTINGS INCLUDING TEES, WYES, ELBOWS, PLUGS, ETC. EXPOSED TO SOIL SHALL BE WRAPPED WITH 8 MIL THICK
POLYETHYLENE FILM TUBE. ALL FITTINGS, VALVES AND EXPOSED NUTS & BOLTS SHALL BE LIBERALLY COATED WITH FM GREASE
PRIOR TO WRAPPING. THE FILM SHALL BE HELD IN PLACE BY 2-INCH WIDE PLASTIC BACKED ADHESIVE TAPE EQUAL TO POLYKEN
NO. 900 OR SCOTCHRAP NO. 50. THE TAPE SHALL BE INSTALLED TO TIGHTLY SECURE THE FILM TO THE PIPE. ENOUGH FILM
SHALL BE USED TO OVERLAP ADJOINING SECTIONS OF FILM A MINIMUM OF ONE (1) FOOT.
6.VALVES SHALL BE WRAPPED BY BRINGING THE WRAP ON THE ADJACENT PIPE OVER THE BELLS OR FLANGES OF THE VALVE AND
SEALING WITH THE ADHESIVE TAPE. THE VALVE BODIES ARE THEN WRAPPED WITH A FLAT SHEET OF THE FILM PASSED UNDER
THE VALVE BOTTOM AND BROUGHT UP AROUND THE BODY TO THE STEM AND FASTENED IN PLACE WITH THE ADHESIVE TAPE.
7.POLYETHYLENE WRAP SHALL BE PROTECTED FROM THE SUN AND WEATHERING PRIOR TO USE. CARE SHALL BE EXERCISED
DURING BACK FILLING OF THE PROTECTED AREAS TO PREVENT PUNCTURING OF THE FILM.
8.ALL PVC WATER PIPE SHALL BE AWWA C-900 SDR-18 PC 235. ALL DUCTILE IRON PIPE SHALL BE CL350 MIN. ALL OTHER PIPE AND
FITTINGS SHALL BE RATED TO 200 PSI MIN.
9.MINIMUM PIPE SEPARATION: MAINTAIN A MINIMUM 18" VERTICAL SEPARATION BETWEEN WATER LINES AND SEWER OR STORM
DRAIN LINES. WHERE OWNER OR ENGINEER'S REPRESENTATIVE DETERMINES MECHANICAL COMPACTION CANNOT BE
ADEQUATELY PERFORMED, CONTRACTOR SHALL BACKFILL TRENCH AREAS WHERE NEW WATER LINES CROSS OVER EXISTING
BURIED UTILITIES WITH CEMENT TREATED FLOWABLE FILL. FOR EXISTING SEWER LINE CROSSINGS, CONTRACTOR SHALL
COORDINATE WITH OWNER OR ENGINEER'S REPRESENTATIVE TO EITHER BACKFILL WITH CEMENT TREATED FLOWABLE FILL OR
LOOP WATERLINE.
10.ABANDONED WATER PIPES SHALL HAVE INLETS AND OUTLETS SEALED WITH PIPE PLUGS AND GROUT.
11.CONTRACTOR SHALL PROTECT ADJACENT PRESSURE PIPELINES AND PROVIDE TEMPORARY THRUST RESTRAINT AS
NECESSARY DURING CONSTRUCTION INCLUDING EXISTING VALVES, TEES, BENDS, ETC.
12.ALL EXISTING PUBLIC VALVES ARE TO BE OPERATED BY AUTHORIZED EMPLOYEES. GIVE PRIOR NOTICE TO OWNER OR
ENGINEER'S REPRESENTATIVE BEFORE ANY WATERLINES REQUIRE SHUTOFF TO AVOID ANY AMBIGUITIES.
SEPTIC & SEWER
1.CONTRACTOR SHALL NOT INSTALL ANY SEPTIC SYSTEM IMPROVEMENTS PRIOR TO DESIGN VERIFICATION AND APPROVAL FROM
ENGINEER.
2.SEPTIC SYSTEM DESIGN IS BASED ON PRELIMINARY SOIL TESTING DATA. DESIGN VERIFICATION IS BASED ON SITE AND SOIL
EVALUATION BY WEBER/MORGAN HEALTH DEPARTMENT.
3.CONTRACTOR SHALL PREPARE (4) EXPLORATION PITS IN THE CAMPGROUND LEACH FIELD AREA AND (1) EXPLORATION PIT IN THE
RANGER HOUSE LEACH FIELD AREA. CONTRACTOR TO COORDINATE WITH WEBER/MORGAN HEALTH DEPARTMENT TO ARRANGE
FOR A HEALTH DEPARTMENT INSPECTOR TO PERFORM A SITE AND SOIL EVALUATION. CONTACT FRONT DESK: 801-399-7160
EMAIL: [e-mail]
4.EXPLORATION (TEST) PITS SHALL BE EXCAVATED ACCORDING TO THE INSTRUCTIONS PROVIDED BY WEBER/MORGAN HEALTH
DEPARTMENT ON THE "APPLICATION FOR WASTEWATER SITE AND SOIL EVALUATION" WHICH STATES THE FOLLOWING:
EXPLORATION PITS ARE TO BE DUG BY BACKHOE IN THE APPROXIMATE LOCATION OF THE PROPOSED ABSORPTION FIELD(S) TO A
MINIMUM DEPTH OF TEN FEET OR FOUR FEET BELOW THE PROPOSED ABSORPTION FIELD. EXPLORATION PITS SHOULD HAVE A
VERTICAL SIDEWALL AND BE SLOPED FOR ENTRY NOT TO EXCEED 1.5 FT HORIZONTAL TO 1 FT VERTICAL FALL. THE AREA MUST
ALSO BE MARKED WITH AN ADDRESS OR OTHER IDENTIFIER IF THE PIT IN NOT VISIBLE FROM THE ROAD.
5.SEWER MAINS ONLY TO BE LAID IN SEWER TRENCHES, ALL BUILDING LATERALS TO BE LAID AT NOT LESS THAN MINIMUM SLOPES
SHOWN IN STANDARDS AND A MINIMUM OF 4” DIAMETER UNLESS OTHERWISE NOTED.
6.ALL NEW SEWER LINE CONSTRUCTION WILL BE PLUGGED AT THE MAIN LINE TIE-IN AND THERE WILL BE NO SEWER LINE USAGE
UNTIL ALL SEWER LINES WITHIN THE PROJECT ARE ACCEPTED BY THE OWNER.
7.SOIL TESTING, EXFILTRATION, INFILTRATION AND AIR TESTING OF LINES SHALL BE IN ACCORDANCE WITH THE STANDARDS.
STORM DRAIN
1.CONTRACTOR WILL BE REQUIRED TO DIVERT WATER OF EXISTING STORM DRAIN FLOWS FOR FULL DURATION OF PROJECT.
POWER
1.CONTRACTOR SHALL COMPLY WITH SAFETY REQUIREMENTS FOR OPERATING CONSTRUCTION EQUIPMENT AND CONSTRUCTION
ACTIVITIES BENEATH HIGH VOLTAGE POWER LINES.
STATE FIRE MARSHAL REQUIREMENTS
1.OCCUPANCY OF THIS PROJECT IS SUBJECT TO DFCM CERTIFICATE OF OCCUPANCY AND A FINAL INSPECTION BY THE STATE FIRE
MARSHAL'S OFFICE. A MINIMUM THREE DAY NOTICE SHALL BE GIVEN FOR THIS INSPECTION.
2.ALL PRECAUTIONS SHOULD BE TAKEN DURING CONSTRUCTION TO MAINTAIN FIRE PROTECTION AND PROTECT THE
CONSTRUCTION CREW.
FIRE
1.ON ANY BUILDING CONSTRUCTION SITE, ACCESSIBLE FIRE HYDRANTS SHALL BE INSTALLED BEFORE COMBUSTIBLE MATERIALS
ARE DELIVERED TO THE SITE AND CONSTRUCTION COMMENCES. SAID FIRE HYDRANTS SHALL BE IN GOOD WORKING ORDER WITH
REQUIRED WATER SUPPLY.
2.IF DURING CONSTRUCTION IT BECOMES NECESSARY TO CLOSE ANY CONTROL VALVE OR PLACE A HYDRANT OUT OF SERVICE,
THE OWNER OR ENGINEER'S REPRESENTATIVE SHALL BE NOTIFIED.
3.UNOBSTRUCTED ACCESS TO FIRE HYDRANTS SHALL BE MAINTAINED AT ALL TIMES. THE FIRE DEPARTMENT SHALL NOT BE
DETERRED OR HINDERED FROM GAINING IMMEDIATE ACCESS TO FIRE PROTECTION EQUIPMENT OR FIRE HYDRANT.
ROADWAY & TRAFFIC CONTROL
1.CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN AND ALL SIGNING BARRICADES AND TRAFFIC DELINEATION SHALL
CONFORM TO THE PROJECT SPECIFICATIONS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES - CURRENT EDITION.
ALL TRAFFIC CONTROL PLANS ARE TO BE APPROVED BY OWNER OR ENGINEER'S REPRESENTATIVE PRIOR TO TRAFFIC CONTROL
IMPLEMENTATION. PROVIDE A MINIMUM OF ONE WEEK FOR TRAFFIC CONTROL REVIEW AND APPROVAL.
2.CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES WHILE CONSTRUCTION OCCURS AND ACCOMMODATE LOCAL
AND THROUGH TRAFFIC. CONTRACTOR MAY NOT DISRUPT MAIL SERVICE TO RESIDENTS.
3.ALL LOCAL CITIES, COUNTIES, EMERGENCY SERVICES (I.E. HOSPITALS), SCHOOL DISTRICTS, AND PROPERTY OWNERS SHALL BE
NOTIFIED OF LANE LIMITATION AND/OR ROAD CLOSURES 14 DYAS PRIOR TO COMMENCEMENT OF LIMITATION OR CLOSURE.
CENTRAL DISPATCH OF EACH IMPACTED AGENCY AND ADJOINING ENTITIES SHALL RECEIVE NOTIFICATION.
4.BASE COURSE MATERIAL SHALL BOT BE PLACED ON THE SUBGRADE UNTIL SUBGRADE REQUIREMENTS HAVE BEEN COMPLETED
AND ACCEPTED BY THE OWNER OR ENGINEER'S REPRESENTATIVE.
5.EXACT POINTS OF MATCHING, TERMINATION, OVERLAY AND PAVEMENT CUTTING MAY, WHERE APPLICABLE, BE DETERMINED IN
THE FIELD BY THE OWNER OR ENGINEER'S REPRESENTATIVE.
6.NO PAVING CONSTRUCTION SHALL BE STARTED UNTIL ALL UNDERGROUND UTILITIES WITHIN THE ROADWAY ARE COMPLETED
AND HAVE PASSED TESTING REQUIREMENTS.
7.ALL GRINDING AND/OR EPOXY PATCHING OF DAMAGED OR INCORRECTLY INSTALLED ELEMENTS SHALL NOT BE PERMITTED. ALL
REPAIRS SHALL BE MADE BY REPLACING WHOLE UNITS.
8.NO MATERIALS OR EQUIPMENT OF ANY KIND SHALL BE STORED OR STOCKPILED ON NEWLY PAVED ASPHALT OR CONCRETE
SURFACES.
9.ALL NEW PAVEMENTS AND CONCRETE SURFACE SHALL BE SWEPT CLEAN AND DEBRIS PROPERLY DISPOSED OF AND ALL SURVEY
MONUMENTS SHALL BE FULLY INSTALLED AS WELL AS ALL UTILITY ADJUSTMENTS MADE PRIOR TO THE OWNER OR ENGINEER'S
REPRESENTATIVE RECOMMENDING FINAL ACCEPTANCE.
10.ALL PAVEMENT MARKINGS SHALL COMPLY WITH THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
- CURRENT EDITION AND INSTALLED WITHIN FIVE DAYS OF COMPLETION OF THE FINAL LIFT OF ASPHALT. CONTRACTOR SHALL
SPOT MARK THE ENTIRE PROJECT BEFORE APPLYING ANY PAVEMENT MARKINGS AND NOTIFY THE OWNER OR ENGINEER'S
REPRESENTATIVE FOR ACCEPTANCE BEFORE APPLYING ANY PERMANENT MARKINGS.
11.WHEN STRIPING OBLITERATION IS REQUIRED, IT SHALL BE ACCOMPLISHED BY WATER BLASTING UNLESS OTHERWISE
APPROVED BY OWNER OR ENGINEER'S REPRESENTATIVE AND MAY BE REQUIRED BEYOND THE PROJECT LIMITS SO THAT THE
NEW STRIPING WILL MATCH PERMANENT EXISTING PAVEMENT MARKINGS. IF OBLITERATION CAUSES SHADOWING, OR IN THE
OPINION OF THE OWNER OR ENGINEER'S REPRESENTATIVE WILL CAUSE CONFUSION ON THE PART OF THE DRIVER, THE
CONTRACTOR SHALL SEAL THE AREA WITH SLURRY. APPLYING PAINT OVER STRIPING SHALL NOT CONSTITUTE STRIPE
OBLITERATION.
UTILITY CONTACT INFORMATION
UTILITY COMPANY CONTACT NAME UTILITY TELEPHONE
ROCKY MOUNTAIN POWER LOUIS DISTEFANO POWER 435-655-7812
PHILIPS 66 PIPELINE LLC COLT FARLEY GAS, OIL, PETROLEUM 801-299-3622
HOLLY ENERGY PARTNERS DWAYNE RUST GAS, OIL, PETROLEUM 435-729-9073
Fx. 21182
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8/14/22
ARCHITECTENGINEER STAMP
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DIVISION OF FACILITIES
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POINT NO.EASTINGNORTHING POINT ELEV.DESCRIPTION
50 666848.80'593791.75'6253.61'
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MONUMENT - ALUMINUM CAP
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668312.67'590156.39'5970.37'
SURVEY CONTROL POINTS
LEGEND
SURVEY CONTROL MONUMENT
200 673422.36'592101.09'6093.62'
668870.21'592005.53'6028.89'
591850.36'669239.02 6028.32'
MONUMENT - BRASS CAP
AT SPIKE
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REBAR IN CONCRETE
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REBAR & CAP
668491.71'592110.19'6028.55'
668336.63'592230.90'6029.16'
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COORDINATE SYSTEM AND PROJECT INFORMATION
DATE OF FINAL ADJUSTMENT: MAY 2022
HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983 (NAD83)
VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88)
COORDINATE SYSTEM: US STATE PLANE 1983, (2011) UTAH NORTH ZONE 4301
PROJECT UNITS: US SURVEY FOOT
COMBINED SCALE FACTOR: 1.0003362430
SCALE LOCATION: LAT - 31°14'07.4182"N LON - 116°40'32.28549"W
FALSE NORTHING: 3000000.00
FALSE EASTING: 1000000.00
PROJECT HEIGHT: 6000.00
GEOID MODEL: GEOID18
COORDINATE SYSTEM AND PROJECT INFORMATION
STATE PLANE NORTHING = (PROJECT NORTHING + 3000000)/1.0003362430
STATE PLANE EASTING = (PROJECT EASTING + 1000000)/1.0003362430
5 668311.68'592157.50'6029.51'GPS-PCC
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08/09/2024
DIVISION OF FACILITIES
CONSTRUCTION ANDMANAGEMENT
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11/26/2024
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O
N
BY
NO
.
DE
S
C
R
I
P
T
I
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N
DA
T
E
AP
R
.
1
AD
J
U
S
T
M
E
N
T
S

P
R
I
O
R

T
O

B
I
D
SW
RW
D
12
/
1
4
/
2
0
2
4
2
BI
D

A
D
D
E
N
D
U
M

2
RW
D
3
BI
D

A
D
D
E
N
D
U
M

3
JR
P
RW
D
4/
3
/
2
0
2
5
3/
2
5
/
2
0
2
5
RW
D
4
BI
D

A
D
D
E
N
D
U
M

4
RW
D
4/
1
7
/
2
0
2
5
RW
D
5
PO
S
T

B
I
D

A
D
D
E
N
D
U
M

5
RW
D
5/
8
/
2
0
2
5
RW
D
5
KEY DESCRIPTION
GRADING NOTES:
SPOT ELEV. (TYP)
1.SLOPE ARROW LABELS ARE FOR
INFORMATION ONLY.
2.ALL GRADING & CONSTRUCTION SHALL
BE KEPT WITHIN PROPERTY
BOUNDARIES AND STAY COMPLETELY
CLEAR OF ENVIRONMENTAL
PROTECTION AREA OF THE RIVER.
18.50
X
X
X
X
X
XXXX
X
XXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
SD
SD
SD
CUT
CUT
CUT
CUT CUT CUT CUT
CUT
CUT CUT
CUT
CUT
CUT
CU
T
CU
T
CU
T
CU
T
FIL
L
FILL
FILL
FI
L
L
FILL
FILL
FILL
FI
L
L
C
U
T
C
U
T
CUT
5880
5890
5900
5910
5920
5930
598
0
5990
6000
596
0
5970
5950
5960
5970
5980
5990
5900
591
0
59
2
0
5
9
3
0
59
4
0
5950
59
4
0
59
5
0
5942
5944
5946
5950
5960
-1
.
4
:
1
-2
:
1
-1
.
7
:
1
-1
.
5
:
1
-4
.
1
%
-4
.
9
%
-1.
1
%
-11
.
2
%
-5.9%
42.50
40.00
42.50
40.00
42.50
40.00
42.50
42.5042.50
42.50
43.10
43.37
45.50
45.78
49.91
41.99
50.09
41.65
42.50
42.50
41.00
40.72
42.50
44.46
47.57
FILL FILL FILL FILL FILL FILL FILL FILL FILL FILL FILL
FILL
FI
L
L
FILL FILL
C
U
T
C
U
T
C
U
T
CUT
-2
:
1
-2
:
1
CU
T
CU
T
FIL
L
FI
L
L
FI
L
L
FIL
L
5920
5930
5940
5950
5960
5920
5930
5940
5950
5960
0+00
EG
:
5
9
3
8
.
7
6
FG
:
EG
:
5
9
4
0
.
3
4
FG
:
EG
:
5
9
3
9
.
8
7
FG
:
EG
:
5
9
3
9
.
5
8
FG
:
1+00
EG
:
5
9
3
9
.
7
0
FG
:
EG
:
5
9
3
9
.
8
7
FG
:
EG
:
5
9
4
1
.
3
0
FG
:
EG
:
5
9
4
2
.
2
8
FG
:
2+00
EG
:
5
9
4
2
.
2
1
FG
:
EG
:
5
9
4
2
.
0
0
FG
:
EG
:
5
9
4
1
.
0
7
FG
:
EG
:
5
9
4
0
.
7
1
FG
:
3+00
EG
:
5
9
4
1
.
3
7
FG
:
EG
:
5
9
4
1
.
9
7
FG
:
5
9
4
2
.
5
0
EG
:
5
9
4
2
.
3
2
FG
:
5
9
4
0
.
0
0
EG
:
5
9
4
2
.
3
1
FG
:
5
9
4
0
.
0
0
4+00
EG
:
5
9
4
1
.
9
7
FG
:
5
9
4
0
.
0
0
EG
:
5
9
4
3
.
1
1
FG
:
5
9
4
2
.
2
5
EG
:
5
9
4
3
.
1
6
FG
:
5
9
4
0
.
0
0
EG
:
5
9
4
3
.
3
1
FG
:
5
9
4
0
.
0
0
5+00
EG
:
5
9
4
3
.
4
3
FG
:
5
9
4
0
.
0
0
EG
:
5
9
4
2
.
3
0
FG
:
5
9
4
1
.
7
5
EG
:
5
9
4
0
.
8
1
FG
:
5
9
4
0
.
0
0
EG
:
5
9
4
0
.
5
7
FG
:
5
9
4
0
.
0
0
6+00
EG
:
5
9
4
0
.
7
7
FG
:
5
9
4
0
.
0
0
EG
:
5
9
4
2
.
0
6
FG
:
5
9
4
2
.
5
0
EG
:
5
9
4
3
.
1
4
FG
:
5
9
4
3
.
1
6
6+70.63
EG
:
5
9
4
4
.
9
9
FG
:
-4.0
:
1
-4.0
:
1
-4.0
:
1 4.0:14.0:14.0:1
N
0 30 60
PL
O
T
:

20
2
5
-
0
5
-
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0
4
:
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3

P
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:

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DRAWN BY:
CHECKED BY:
PROJ. #:
SHEET
OF
DESIGN BY:
RE
V
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DE
S
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8
4
7
7
0
43
5
.
9
8
6
.
0
1
0
0
ARCHITECT/ENGINEER STAMP
CODE COMPLIANCE STAMP
1
AD
J
U
S
T
M
E
N
T
S

P
R
I
O
R

T
O

B
I
D
SW
RW
D
12
/
1
4
/
2
0
2
4
2
BI
D

A
D
D
E
N
D
U
M

2
RW
D
3
BI
D

A
D
D
E
N
D
U
M

3
JR
P
RW
D
4/
3
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2
0
2
5
3/
2
5
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2
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2
5
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D
4
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D

A
D
D
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N
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4
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D
4/
1
7
/
2
0
2
5
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D
5
PO
S
T

B
I
D

A
D
D
E
N
D
U
M

5
RW
D
5/
8
/
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0
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5
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D
DF
C
M

P
R
O
J
E
C
T

N
O
.

2
2
0
8
7
5
1
0
Fx. 21182
11 50
STW
RWD
PB
CG105
ST
A
T
E

O
F

U
T
A
H
LO
S
T

C
R
E
E
K

S
T
A
T
E

P
A
R
K
EV
A
P
O
R
A
T
I
O
N

P
O
N
D

G
R
A
D
I
N
G
CUT
FILL
7036
1114
ESTIMATED EVAPORATION
POND EXCAVATION (CY)
NOTE: THESE QUANTITIES ARE FROM SUB-GRADE
OF ALL PAVEMENT SECTIONS TO EXISTING
GRADE.
4:1 SIDE SLOPES
6' WIDE BERM FOR LINER
ANCHOR TRENCH.
SWALE FLOW LINE
(HIGH POINT)
BACKFILL MOUNDING OVER
PIPE TO ENSURE 4' COVER.
EVAPORATION POND PROFILE
SWALE FLOW LINE
SWALE FLOW LINE
4'x4'x4' FILTER FABRIC WRAPPED
INFILTRATION POCKET (3/4" WASHED ROCK)
SWALE FLOW LINE
0.5% SLOPE
1.5:1 CUT SLOPE REQUIRED TO
CATCH GRADE OF EXISTING
HILLSIDE. COORDINATE WITH
GEOTECH TO ENSURE SLOPES
ARE PROPERLY COMPACTED
AND STABILIZED.
GRADE SWALE TO DRAIN
5
5
4876
364
䙉义午⁇剁䑅
OF SURFACE IMPROVEMENTS
ARCHITECTENGINEER STAMP
8/14/2211/11/24
DIVISION OF FACILITIES
CONSTRUCTION ANDMANAGEMENT
REVIEWED FOR
CODE COMPLIANCE
Thomas W Peterson
11/26/2024
KEY DESCRIPTION
GRADING NOTES:
SPOT ELEV. (TYP)
1.SLOPE ARROW LABELS ARE FOR
INFORMATION ONLY.
2.ALL GRADING & CONSTRUCTION SHALL
BE KEPT WITHIN PROPERTY
BOUNDARIES AND STAY COMPLETELY
CLEAR OF ENVIRONMENTAL
PROTECTION AREA OF THE RIVER.
18.50
SD
896
+
0
0
897+
0
0
8
9
8
+
0
0
8
9
9
+
0
0
9
0
0
+
0
0
901+00
90
2
+
0
0
90
2
+
4
2
FILL
FILL
FILL
FILL
FILL
FILL
FILL
FILL
FILLFI
L
L
FI
L
L
CU
T
CU
T
C
U
T
C
U
T
CUTCUTCUT
CUT
CUT CUT
CU
T
C
U
T
SD
SD
SD
SD
FILL
FILL
FILL
FILL
FILL
FILL FILL FILL
FI
L
L
FI
L
L
F
I
L
L
FI
L
L
FIL
L
FILL
FILL
FILL
FI
L
L
FIL
L
FI
L
L
FIL
L
FILL
FILL
CUT
CUT
CUT
FILL
FILL
FILL
FILL
FILL
FILL
FILL
FILL
FILL
FILL
FILL
FILL
FILL
FILL
FIL
L
604
0
60
5
0
60
6
0
6
0
6
0
6
0
5
0
6060
60
6
0
607
0
608
0
609
0
61
0
0
61
1
0
607
0
6070
6080
608
0
6090
605
0
6050
6
0
3
0
6
0
4
0
6
0
5
0
6
0
6
0
60
7
0
608
0
609
0
FI
L
L
FI
L
L
FI
L
L
FIL
L
CU
T
CU
T
CU
T
CU
T
CUTCUT
CUTCUT
-3.
9
%
-2.0:1
-2
.
0
:
1
-
2
.
0
:
1
-2.0
:
1
-2.3:1
-2.1:1
-
5
0
.
3
%
-52.2%
-50.0%
-2
.
0
:
1
53.37
54.04
53.45
53.56
53.37
53.49
53.08
68.48
65.61
64.99
67.56
53.50
53.50
53.50
53.50
53.41
FILL
FILL
FIL
L
FI
L
L
FI
L
L
FI
L
L
FI
L
L
FIL
L
FILL
FILL
FILL
FIL
L
FIL
L
FIL
L
FILL
FILL
-9.
5
%
-
9
.
5
%
-9.6%
-9.
6
%
-
1
2
.
6
%
-3.
9
%
-10.3%
66.50
67.84
68.48
67.01
68.46
WELL &

T
A
N
K

A
C
C
E
S
S
N
0 20 40
PL
O
T
:

20
2
5
-
0
5
-
2
3

0
2
:
4
2

P
M
PA
T
H
:

L:
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T
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\
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0
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1
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2
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-

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O
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C
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-

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CHECKED BY:
PROJ. #:
SHEET
OF
DESIGN BY:
RE
V
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BY
NO
.
DE
S
C
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.
14
5
3

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.

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.

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4
7
7
0
43
5
.
9
8
6
.
0
1
0
0
ARCHITECT/ENGINEER STAMP
CODE COMPLIANCE STAMP
1
AD
J
U
S
T
M
E
N
T
S

P
R
I
O
R

T
O

B
I
D
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RW
D
12
/
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4
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0
2
4
2
BI
D

A
D
D
E
N
D
U
M

2
RW
D
3
BI
D

A
D
D
E
N
D
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3
JR
P
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D
4/
3
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0
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5
3/
2
5
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D
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M

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D
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T

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5
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.

2
2
0
8
7
5
1
0
Fx. 21182
12 50
STW
RWD
PB
CG106
ST
A
T
E

O
F

U
T
A
H
LO
S
T

C
R
E
E
K

S
T
A
T
E

P
A
R
K
RA
N
G
E
R

H
O
U
S
E

G
R
A
D
I
N
G
TIE LOCATION AND ELEVATION OF
EXISTING ROAD IS APPROXIMATE.
CONTRACTOR TO FIELD VERIFY AND
COORDINATE FINDINGS WITH ENGINEER.
PROTECT IN PLACE
EXISTING DRAINAGE DITCH
CUT
FILL
1335
609
ESTIMATED WELL AND TANK
SITE EXCAVATION (CY)
NOTE: THESE QUANTITIES ARE FROM SUB-GRADE
OF ALL PAVEMENT SECTIONS TO EXISTING
GRADE. SUB-GRADE FOR ALL BUILDINGS
WAS CONSIDERED TO BE 12" BELOW FINISH
FLOOR ELEVATION. EXCAVATION FOR
BUILDING FOOTINGS WERE NOT INCLUDED.
THIS ESTIMATED QUANTITY INCLUDES TANK
EXCAVATION TO SUB-GRADE INCLUDING
FOOTINGS AND SUBDRAINAGE.
18" REINF. CONCRETE PIPE
(SEE UTILITY SHEETS)
PROTECT IN PLACE
EXISTING DRAINAGE DITCH
SLOPE TO DRAIN
INSIDE TANK
FF: 6050.00
SEE CT502
MATCH EXISTING GRADE
RIP RAP (SEE CU112)
RIP RAP (SEE CU112)
RIP RAP (SEE CU112)
18" REINF. CONCRETE PIPE
(SEE UTILITY SHEETS)
TYPICAL SECTION 1 - STATION 897+41.00 TO 899+06.00
CUT

S
L
O
P
E
12' ACCESS - 4" UTBC
2:
1

M
A
X
FI
L
L

S
L
O
P
E
2:1 M
A
X
FILL
S
L
O
P
E
2% CROSS SLOPE
TYPICAL SECTION 2 - STATION 899+06.00 TO 900+12.00
2
1

M
A
X
C
U
T

S
L
O
P
E
12' - 4" UTBC
4' SHLDRS - EARTH
2:1 M
A
X
FILL
S
L
O
P
E
2:1
M
A
X
CUT

S
L
O
P
E
2:
1

M
A
X
FI
L
L

S
L
O
P
E
2% CROSS SLOPE
TYPICAL SECTION 3 - STATION 900+12.00 TO 902+40.00
2
1

M
A
X
C
U
T

S
L
O
P
E
2:1 M
A
X
FILL

S
L
O
P
E
2:1
M
A
X
CUT

S
L
O
P
E
2:
1

M
A
X
FI
L
L

S
L
O
P
E
2% CROSS SLOPE
2:
1

M
A
X
C
U
T

S
L
O
P
E
RANGER HOUSE TANK ACCESS
12' - 4" UTBC
2:1
M
A
X
8" SCARIFY AND RECOMPACT
8" SCARIFY AND RECOMPACT
8" SCARIFY AND RECOMPACT
5
5
TA
N
K
1550
3510
5
ARCHITECTENGINEER STAMP
8/14/2211/11/24
KEY DESCRIPTION
GRADING NOTES:
SPOT ELEV. (TYP)
1.SLOPE ARROW LABELS ARE FOR
INFORMATION ONLY.
2.ALL GRADING & CONSTRUCTION SHALL
BE KEPT WITHIN PROPERTY
BOUNDARIES AND STAY COMPLETELY
CLEAR OF ENVIRONMENTAL
PROTECTION AREA OF THE RIVER.
18.50
6025
6030
6040
6050
6060
6070
6025
6030
6040
6050
6060
6070
HIGH PT STA: 899+33.95
HIGH PT ELEV: 6052.620
PVI STA:899+13.95
PVI ELEV: 6052.09
K: 3.23
LVC: 40.00'
BV
C
S
:

8
9
8
+
9
3
.
9
5
BV
C
E
:

6
0
4
9
.
0
9
EV
C
S
:

8
9
9
+
3
3
.
9
5
EV
C
E
:

6
0
5
2
.
6
2
LOW PT STA: 898+16.00
LOW PT ELEV: 6038.57
PVI STA: 898+36.00
PVI ELEV: 6040.40
K: 6.83
LVC: 40.00'
BV
C
S
:

8
9
8
+
1
6
.
0
0
BV
C
E
:

6
0
3
8
.
5
7
EV
C
S
:

8
9
8
+
5
6
.
0
0
EV
C
E
:

6
0
4
3
.
4
0
LOW PT STA: 899+92.09
LOW PT ELEV: 6054.15
PVI STA: 900+12.09
PVI ELEV: 6054.67
K: 6.81
LVC: 40.00'
BV
C
S
:

8
9
9
+
9
2
.
0
9
BV
C
E
:

6
0
5
4
.
1
5
EV
C
S
:

9
0
0
+
3
2
.
0
9
EV
C
E
:

6
0
5
6
.
3
7
897+35
EG
:
6
0
3
1
.
1
9
FG
:
EG
:
6
0
3
2
.
0
2
FG
:
6
0
3
2
.
5
3
EG
:
6
0
3
3
.
6
0
FG
:
6
0
3
4
.
8
2
898+00
EG
:
6
0
3
5
.
8
2
FG
:
6
0
3
7
.
1
0
EG
:
6
0
3
7
.
5
3
FG
:
6
0
3
9
.
4
5
EG
:
6
0
3
8
.
3
5
FG
:
6
0
4
2
.
5
2
EG
:
6
0
3
9
.
7
0
FG
:
6
0
4
6
.
2
5
899+00
EG
:
6
0
4
1
.
9
3
FG
:
6
0
4
9
.
9
4
EG
:
6
0
4
4
.
6
7
FG
:
6
0
5
2
.
2
6
EG
:
6
0
4
6
.
9
7
FG
:
6
0
5
3
.
0
4
EG
:
6
0
4
9
.
1
9
FG
:
6
0
5
3
.
7
0
900+00
EG
:
6
0
5
1
.
6
0
FG
:
6
0
5
4
.
4
0
EG
:
6
0
5
3
.
8
4
FG
:
6
0
5
5
.
8
1
900+50
EG
:
6
0
5
5
.
9
4
FG
:
6
0
5
7
.
8
9
9.15%
15.01%
2.63%
6055
6060
6070
6080
6055
6060
6070
6080
900+50
EG
:
6
0
5
5
.
9
4
FG
:
6
0
5
7
.
8
9
EG
:
6
0
5
9
.
8
3
FG
:
6
0
6
0
.
0
2
901+00
EG
:
6
0
6
4
.
2
0
FG
:
6
0
6
2
.
1
2
EG
:
6
0
6
6
.
9
1
FG
:
6
0
6
3
.
8
0
EG
:
6
0
7
0
.
0
2
FG
:
6
0
6
4
.
9
5
EG
:
6
0
6
8
.
8
6
FG
:
6
0
6
5
.
7
9
902+00
EG
:
6
0
6
7
.
1
0
FG
:
6
0
6
6
.
6
2
EG
:
6
0
6
6
.
6
9
FG
:
6
0
6
7
.
4
5
EG
:
FG
:
EG
:
FG
:
903+00
EG
:
FG
:
3.33%
8.50%
GR
A
D
E

B
R
E
A
K

S
T
A

=

9
0
2
+
4
1
.
6
0
EL
E
V

=

6
0
6
8
.
0
0
PVI STA:901+22.24
PVI ELEV:6064.03
K:11.60
LVC:60.00'
BV
C
S
:

9
0
0
+
9
2
.
2
4
BV
C
E
:

6
0
6
1
.
4
8
EV
C
S
:

9
0
1
+
5
2
.
2
4
EV
C
E
:

6
0
6
5
.
0
3
RANGER HOUSE TANK ACCESS
PL
O
T
:

20
2
5
-
0
5
-
2
1

0
4
:
3
3

P
M
PA
T
H
:

L:
\
U
T
A
H
\
P
R
O
J
E
C
T
S
\
A
C
T
I
V
E

2
0
2
1
\
F
X
2
1
1
8
2
.
0
0

-

L
O
S
T

C
R
E
E
K

S
T
A
T
E

P
A
R
K
\
8
0
0

-

C
A
D
\
8
4
0

-

S
H
E
E
T
S
\
2
1
1
8
2
_
C
G
.
D
W
G
DRAWN BY:
CHECKED BY:
PROJ. #:
SHEET
OF
DESIGN BY:
RE
V
I
S
I
O
N
BY
NO
.
DE
S
C
R
I
P
T
I
O
N
DA
T
E
AP
R
.
14
5
3

S
.

D
I
X
I
E

D
R
I
V
E
,

S
T
E

1
5
0
ST
.

G
E
O
R
G
E
,
U
T

8
4
7
7
0
43
5
.
9
8
6
.
0
1
0
0
ARCHITECT/ENGINEER STAMP
CODE COMPLIANCE STAMP
1
AD
J
U
S
T
M
E
N
T
S

P
R
I
O
R

T
O

B
I
D
SW
RW
D
12
/
1
4
/
2
0
2
4
2
BI
D

A
D
D
E
N
D
U
M

2
RW
D
3
BI
D

A
D
D
E
N
D
U
M

3
JR
P
RW
D
4/
3
/
2
0
2
5
3/
2
5
/
2
0
2
5
RW
D
4
BI
D

A
D
D
E
N
D
U
M

4
RW
D
4/
1
7
/
2
0
2
5
RW
D
5
PO
S
T

B
I
D

A
D
D
E
N
D
U
M

5
RW
D
5/
8
/
2
0
2
5
RW
D
DF
C
M

P
R
O
J
E
C
T

N
O
.

2
2
0
8
7
5
1
0
Fx. 21182
13 50
STW
RWD
PB
CG107
ST
A
T
E

O
F

U
T
A
H
LO
S
T

C
R
E
E
K

S
T
A
T
E

P
A
R
K
RA
N
G
E
R

H
O
U
S
E

G
R
A
D
I
N
G
RANGER HOUSE TANK ACCESS
MATCH EXISTING
MATCH GARAGE
FLOOR ELEVATION
TYPICAL SECTION 1 - STATION 897+41.00 TO 899+06.00
CUT

S
L
O
P
E
12' ACCESS - 4" UTBC
2:1

M
A
X
FI
L
L

S
L
O
P
E
2:1 M
A
X
FILL

S
L
O
P
E
2% CROSS SLOPE
TYPICAL SECTION 2 - STATION 899+06.00 TO 900+12.00
2
1

M
A
X
C
U
T

S
L
O
P
E
12' - 4" UTBC
4' SHLDRS - EARTH
2:1 M
A
X
FILL

S
L
O
P
E
2:1
M
A
X
CUT

S
L
O
P
E
2:
1

M
A
X
FI
L
L

S
L
O
P
E
2% CROSS SLOPE
TYPICAL SECTION 3 - STATION 900+12.00 TO 902+40.00
2
1

M
A
X
C
U
T

S
L
O
P
E
2:1 M
A
X
FILL

S
L
O
P
E
2:1
M
A
X
CUT

S
L
O
P
E
2:
1

M
A
X
FI
L
L

S
L
O
P
E
2% CROSS SLOPE
2:
1

M
A
X
C
U
T

S
L
O
P
E
RANGER HOUSE TANK ACCESS
12' - 4" UTBC
2:1
M
A
X
8" SCARIFY AND RECOMPACT
8" SCARIFY AND RECOMPACT
8" SCARIFY AND RECOMPACT
TA
N
K
5
ARCHITECTENGINEER STAMP
8/14/2211/11/24
KEY DESCRIPTION
GRADING NOTES:
SPOT ELEV. (TYP)
1.SLOPE ARROW LABELS ARE FOR
INFORMATION ONLY.
2.ALL GRADING & CONSTRUCTION SHALL
BE KEPT WITHIN PROPERTY
BOUNDARIES AND STAY COMPLETELY
CLEAR OF ENVIRONMENTAL
PROTECTION AREA OF THE RIVER.
18.50
6040
6050
6060
6070
6080
6090
6100
6110
6120
6130
6040
6050
6060
6070
6080
6090
6100
6110
6120
6130
599+50
EG
:
FG
:
EG
:
FG
:
600+00
EG
:
6
0
5
0
.
5
6
FG
:
EG
:
6
0
5
3
.
5
1
FG
:
6
0
5
5
.
4
6
EG
:
6
0
5
6
.
7
7
FG
:
6
0
5
7
.
1
9
EG
:
6
0
6
3
.
8
2
FG
:
6
0
5
9
.
8
1
601+00
EG
:
6
0
6
9
.
1
7
FG
:
6
0
6
3
.
4
8
EG
:
6
0
7
2
.
4
0
FG
:
6
0
6
8
.
1
5
EG
:
6
0
7
5
.
7
3
FG
:
6
0
7
3
.
0
2
EG
:
6
0
7
9
.
8
7
FG
:
6
0
7
7
.
9
0
602+00
EG
:
6
0
8
6
.
0
9
FG
:
6
0
8
2
.
7
7
EG
:
6
0
9
0
.
7
5
FG
:
6
0
8
7
.
6
6
EG
:
6
0
9
4
.
0
1
FG
:
6
0
9
2
.
6
1
EG
:
6
0
9
8
.
0
5
FG
:
6
0
9
7
.
6
0
603+00
EG
:
6
1
0
2
.
6
9
FG
:
6
1
0
2
.
6
0
EG
:
6
1
0
6
.
2
4
FG
:
6
1
0
7
.
5
9
EG
:
6
1
1
0
.
6
1
FG
:
6
1
1
2
.
5
9
EG
:
6
1
1
7
.
5
5
FG
:
6
1
1
7
.
5
8
604+00
EG
:
6
1
2
4
.
6
1
FG
:
6
1
2
2
.
5
8
6.50%
19.50%
GR
A
D
E

B
R
E
A
K

S
T
A

=

6
0
0
+
0
2
.
6
5
EL
E
V

=

6
0
5
4
.
0
1
PVI STA:600+77.45
PVI ELEV:6058.87
K:5.91
LVC:76.84'
BV
C
S
:

6
0
0
+
3
9
.
0
3
BV
C
E
:

6
0
5
6
.
3
8
EV
C
S
:

6
0
1
+
1
5
.
8
7
EV
C
E
:

6
0
6
6
.
3
7
PVI STA:602+32.45
PVI ELEV:6089.10
K:94.47
LVC:45.46'
BV
C
S
:

6
0
2
+
0
9
.
7
2
BV
C
E
:

6
0
8
4
.
6
7
EV
C
S
:

6
0
2
+
5
5
.
1
8
EV
C
E
:

6
0
9
3
.
6
4
SD
5
9
9
+
9
6
6
0
0
+
0
0
60
1
+
0
0
60
2
+
0
0
6
0
3
+
0
0
6
0
4
+
0
0
899+00
900+0
0
90
1
+
0
0
FILL
FI
L
L
FIL
L
FI
L
L
FILL
FILL
F
I
L
L
F
I
L
L
FI
L
L
FI
L
L
FI
L
L
FILL
FIL
L
FILL
CUT
CUT
CUT
CUT CUT
FIL
L
FILL
FILL FILL
CUT
FILL
FILL
FILL
FILL
FILL FILL
FILL
CUT
CUT FILL
FILL
FILL
FILL
FILL
FILL
FILL
FILL
FIL
L
FIL
L
FIL
L
CUT
FILL
FILLCUT
CUT
CU
T
CUT
CUT
CUT
CUT
CUT
CUTCUT
CUTCUT
CUT
CUT
CU
T
CU
T
CU
T
CUT
CUT
CUT
SD
SD
SD
F
I
L
L
FI
L
L
FILL
FILL
FILL
FILL
FI
L
L
FI
L
L
FI
L
L
FI
L
L
FI
L
L
FI
L
L
FI
L
L
F
I
L
L
FI
L
L
F
I
L
L
FILL
6
0
6
0
60
7
0
6
0
8
0
6
0
9
0
6
1
0
0
61
1
0
61
2
0
6130
60
5
0
606
0
6070
608
0
6090
6100
6110
6120
6130
6050
606
0
60
6
0
6
0
7
0
6
0
8
0
6
0
9
0
61
0
0
61
1
0
60
5
0
FILL
FILL
FILL
FILL
CU
T
CUT
CUT
CUT
FIL
L
FIL
L
FI
L
L
-1
0
.
1
%
-1
1
.
0
%
-50.3%
-5
2
.
2
%
-5
0
.
0
%
-2.0:1
53.37
54.04
53.45
53.56
53.37
54.65
53.49
53.08
65.48
65.36
64.57
64.75
64.22
65.45
53.50
53.50
53.50
53.50
53.41
TANK A
C
C
E
S
S
N
0 20 40
PL
O
T
:

20
2
5
-
0
4
-
0
3

1
0
:
5
1

A
M
PA
T
H
:

L:
\
U
T
A
H
\
P
R
O
J
E
C
T
S
\
A
C
T
I
V
E

2
0
2
1
\
F
X
2
1
1
8
2
.
0
0

-

L
O
S
T

C
R
E
E
K

S
T
A
T
E

P
A
R
K
\
8
0
0

-

C
A
D
\
8
4
0

-

S
H
E
E
T
S
\
2
1
1
8
2
_
C
G
.
D
W
G
DRAWN BY:
CHECKED BY:
PROJ. #:
SHEET
OF
DESIGN BY:
RE
V
I
S
I
O
N
BY
NO
.
DE
S
C
R
I
P
T
I
O
N
DA
T
E
AP
R
.
14
5
3

S
.

D
I
X
I
E

D
R
I
V
E
,

S
T
E

1
5
0
ST
.

G
E
O
R
G
E
,
U
T

8
4
7
7
0
43
5
.
9
8
6
.
0
1
0
0
ARCHITECT/ENGINEER STAMP
CODE COMPLIANCE STAMP
1
BI
D

A
D
D
E
N
D
U
M
RW
D
RW
D
3/
2
5
/
2
0
2
5
3
BI
D

A
D
D
E
N
D
U
M
JR
P
RW
D
4/
3
/
2
0
2
5
DF
C
M

P
R
O
J
E
C
T

N
O
.

2
2
0
8
7
5
1
0
Fx. 21182
14 50
STW
RWD
PB
CG108
ST
A
T
E

O
F

U
T
A
H
LO
S
T

C
R
E
E
K

S
T
A
T
E

P
A
R
K
TA
N
K

S
I
T
E

G
R
A
D
I
N
G
M
A
T
C
H
L
I
N
E
S
E
E

S
H
E
E
T

C
G
1
0
9
R
A
N
G
E
R

H
O
U
S
E

A
C
C
E
S
S
8" SCARIFY AND RECOMPACT
4% CROSS SLOPE
TYPICAL SECTION 1 - STATION 600+00.00 TO 608+80.001
16' - 4" UTBC
2:1

M
A
X
FI
L
L

S
L
O
P
E
2:1 MAXCUT SLOPE
2:1 M
A
X
FILL

S
L
O
P
E
CUT COND.
TANK ACCESS
TYPICAL SECTION
4" UTBC
4% SLOPE
TO DAYLIGHT
CUT
FILL
ESTIMATED TANK SITE
EXCAVATION (CY)
NOTE: THESE QUANTITIES ARE FROM SUB-GRADE
OF ALL PAVEMENT SECTIONS TO EXISTING
GRADE. SUB-GRADE FOR ALL BUILDINGS
WAS CONSIDERED TO BE 12" BELOW FINISH
FLOOR ELEVATION. EXCAVATION FOR
BUILDING FOOTINGS WERE NOT INCLUDED.
THIS ESTIMATED QUANTITY INCLUDES TANK
EXCAVATION TO SUB-GRADE INCLUDING
FOOTINGS AND SUBDRAINAGE.
3379
7215
18" RCP (SEE CU SHEETS)
18" RCP (SEE CU SHEETS)
ALL IMPROVEMENTS UP TO THE RANGER
RESIDENCE BEYOND THIS LINE ARE
INCLUDED IN THE RANGER RESIDENCE BID.
RIP RAP (SEE CU112)
GRADE TO DRAIN
AROUND PUMP HOUSE
3
04/03/2024
DIVISION OF FACILITIES
CONSTRUCTION ANDMANAGEMENT
REVIEWED FOR
CODE COMPLIANCE
Thomas W Peterson
11/26/2024
KEY DESCRIPTION
GRADING NOTES:
SPOT ELEV. (TYP)
1.SLOPE ARROW LABELS ARE FOR
INFORMATION ONLY.
2.ALL GRADING & CONSTRUCTION SHALL
BE KEPT WITHIN PROPERTY
BOUNDARIES AND STAY COMPLETELY
CLEAR OF ENVIRONMENTAL
PROTECTION AREA OF THE RIVER.
18.50
6120
6130
6140
6150
6160
6170
6180
6190
6200
6120
6130
6140
6150
6160
6170
6180
6190
6200
604+00
EG
:
6
1
2
4
.
6
1
FG
:
6
1
2
2
.
5
8
EG
:
6
1
3
1
.
1
8
FG
:
6
1
2
7
.
5
7
EG
:
6
1
3
4
.
9
7
FG
:
6
1
3
2
.
5
7
EG
:
6
1
4
0
.
8
7
FG
:
6
1
3
7
.
5
6
605+00
EG
:
6
1
4
6
.
7
8
FG
:
6
1
4
2
.
5
6
EG
:
6
1
5
1
.
5
9
FG
:
6
1
4
7
.
5
5
EG
:
6
1
5
6
.
1
7
FG
:
6
1
5
2
.
5
5
EG
:
6
1
6
0
.
2
7
FG
:
6
1
5
7
.
5
5
606+00
EG
:
6
1
6
4
.
3
8
FG
:
6
1
6
2
.
5
4
EG
:
6
1
6
8
.
9
9
FG
:
6
1
6
7
.
5
4
EG
:
6
1
7
3
.
6
1
FG
:
6
1
7
2
.
5
3
EG
:
6
1
7
7
.
8
4
FG
:
6
1
7
7
.
5
3
607+00
EG
:
6
1
8
4
.
1
9
FG
:
6
1
8
2
.
5
2
EG
:
6
1
8
9
.
8
9
FG
:
6
1
8
7
.
5
2
607+50
EG
:
6
1
9
5
.
5
5
FG
:
6
1
9
2
.
5
1
19.98%
60
3
+
0
0
60
4
+
0
0
60
5
+
0
0
60
6
+
0
0
60
7
+
0
0
608+
0
0
FILL
FILL
FILL
FILL
FILL
FILL
FILL FILL
FILL
FILL
CUT
FIL
L
FILL FILL FILL FILL FILL
FI
L
L
FILL FILL FILL FILL FILL FILL FILL FILL FILL FILL
FILL FILL
FIL
L
FI
L
L
FILL FILL
FI
L
L
FI
L
L
FI
L
L
FI
L
L
CUT
CUT
C
U
T
CUT
C
U
T
CUTCUTCUTCUT
CUTCUT
CUT
CUT
CUTCUTCUTCUTCUTCUT
CUT
CUT
CUT
CUT
CUTCUT
CUT
CUT
CUT
CU
T
61
0
0
61
1
0
61
2
0
6130
6140
6150
6160
6
0
9
0
61
0
0
6
1
1
0
6
1
2
0
61
3
0
61
8
0
619
0
6200
6110
61
2
0
61
3
0
61
4
0
616
0
6170
6180
6190
620
0
MA
T
C
H
L
I
N
E
SE
E

S
H
E
E
T

C
G
1
1
0
N
0 20 40
PL
O
T
:

20
2
5
-
0
4
-
0
3

1
0
:
5
1

A
M
PA
T
H
:

L:
\
U
T
A
H
\
P
R
O
J
E
C
T
S
\
A
C
T
I
V
E

2
0
2
1
\
F
X
2
1
1
8
2
.
0
0

-

L
O
S
T

C
R
E
E
K

S
T
A
T
E

P
A
R
K
\
8
0
0

-

C
A
D
\
8
4
0

-

S
H
E
E
T
S
\
2
1
1
8
2
_
C
G
.
D
W
G
DRAWN BY:
CHECKED BY:
PROJ. #:
SHEET
OF
DESIGN BY:
RE
V
I
S
I
O
N
BY
NO
.
DE
S
C
R
I
P
T
I
O
N
DA
T
E
AP
R
.
14
5
3

S
.

D
I
X
I
E

D
R
I
V
E
,

S
T
E

1
5
0
ST
.

G
E
O
R
G
E
,
U
T

8
4
7
7
0
43
5
.
9
8
6
.
0
1
0
0
ARCHITECT/ENGINEER STAMP
CODE COMPLIANCE STAMP
1
BI
D

A
D
D
E
N
D
U
M
RW
D
RW
D
3/
2
5
/
2
0
2
5
3
BI
D

A
D
D
E
N
D
U
M
JR
P
RW
D
4/
3
/
2
0
2
5
DF
C
M

P
R
O
J
E
C
T

N
O
.

2
2
0
8
7
5
1
0
Fx. 21182
15 50
STW
RWD
PB
CG109
ST
A
T
E

O
F

U
T
A
H
LO
S
T

C
R
E
E
K

S
T
A
T
E

P
A
R
K
TA
N
K

S
I
T
E

G
R
A
D
I
N
G
MA
T
C
H
L
I
N
E
SE
E

S
H
E
E
T

C
G
1
0
8
TANK ACCESS
8" SCARIFY AND RECOMPACT
4% CROSS SLOPE
TYPICAL SECTION 1 - STATION 600+00.00 TO 608+80.001
16' - 4" UTBC
2:
1

M
A
X
FI
L
L

S
L
O
P
E
2:1 MAXCUT SLOPE
2:1 M
A
X
FILL
S
L
O
P
E
CUT COND.
TANK ACCESS
TYPICAL SECTION
4" UTBC
4% SLOPE
TO DAYLIGHT
CUT
FILL
NOTE: THESE QUANTITIES ARE FROM SUB-GRADE
OF ALL PAVEMENT SECTIONS TO EXISTING
GRADE. SUB-GRADE FOR ALL BUILDINGS
WAS CONSIDERED TO BE 12" BELOW FINISH
FLOOR ELEVATION. EXCAVATION FOR
BUILDING FOOTINGS WERE NOT INCLUDED.
THIS ESTIMATED QUANTITY INCLUDES TANK
EXCAVATION TO SUB-GRADE INCLUDING
FOOTINGS AND SUBDRAINAGE.
ESTIMATED TANK SITE
EXCAVATION (CY)
3379
7215
3
04/03/2024
DIVISION OF FACILITIES
CONSTRUCTION ANDMANAGEMENT
REVIEWED FOR
CODE COMPLIANCE
Thomas W Peterson
11/26/2024
KEY DESCRIPTION
GRADING NOTES:
SPOT ELEV. (TYP)
1.SLOPE ARROW LABELS ARE FOR
INFORMATION ONLY.
2.ALL GRADING & CONSTRUCTION SHALL
BE KEPT WITHIN PROPERTY
BOUNDARIES AND STAY COMPLETELY
CLEAR OF ENVIRONMENTAL
PROTECTION AREA OF THE RIVER.
18.50
6170
6180
6190
6200
6210
6220
6230
6240
6250
6260
6170
6180
6190
6200
6210
6220
6230
6240
6250
6260
607+50
EG
:
6
1
9
5
.
5
5
FG
:
6
1
9
2
.
5
1
EG
:
6
2
0
1
.
5
5
FG
:
6
1
9
7
.
5
1
608+00
EG
:
6
2
0
4
.
9
7
FG
:
6
2
0
2
.
5
0
EG
:
6
2
0
7
.
8
9
FG
:
6
2
0
7
.
4
9
EG
:
6
2
1
0
.
5
3
FG
:
6
2
1
1
.
9
4
EG
:
6
2
1
2
.
2
5
FG
:
6
2
1
5
.
5
1
609+00
EG
:
6
2
1
3
.
9
7
FG
:
6
2
1
8
.
2
3
EG
:
6
2
1
5
.
1
2
FG
:
EG
:
6
2
1
3
.
7
7
FG
:
EG
:
6
2
0
9
.
1
0
FG
:
610+00
EG
:
6
2
0
4
.
2
8
FG
:
610+10
EG
:
6
2
0
1
.
9
2
FG
:
6.12%
GR
A
D
E

B
R
E
A
K

S
T
A

=

6
0
9
+
2
3
.
7
1
EL
E
V

=

6
2
2
0
.
0
0
HIGH PT STA: 609+21.62
HIGH PT ELEV: 6219.872
PVI STA:608+71.62
PVI ELEV: 6216.81
K: 7.21
LVC: 100.00'
BV
C
S
:

6
0
8
+
2
1
.
6
2
BV
C
E
:

6
2
0
6
.
8
2
EV
C
S
:

6
0
9
+
2
1
.
6
2
EV
C
E
:

6
2
1
9
.
8
7
606
+
0
0
6
0
7
+
0
0
60
8
+
0
0
60
9
+
0
0
61
0
+
0
0
61
0
+
1
0
FIL
L
FI
L
L
FIL
L
FILL
FILL
FILL
FIL
L
FIL
L
FILL
FILL
FILL
FILL
FILL FILL FILL
F
I
L
L
FI
L
L
FI
L
L
FI
L
L
FILL
FILL
FILL FILL FILL FILL
FILL
FILL
FIL
L
FI
L
L
F
I
L
L
FI
L
L
FI
L
L
FI
L
L
FI
L
L
FIL
L
FILL
C
U
T
C
U
T
C
U
T
C
U
T
CUT
CUT
CUT
CUT
CUT
CU
T
CUT
CU
T
CU
T
C
U
T
CUT
CUT
CU
T
CUT
CUT
CUT
CUT
CU
T
CU
T
CU
T
CU
T
61
8
0
6
1
9
0
62
0
0
6220
6230
6240
620
0
6210
6180
6190
6180
6220
623
0
6120
613
0
614
0
6150
6160
6170
618
0
619
0
620
0
621
0
-5
.
9
%
-9.
9
%
-11.
6
%
-10
.
3
%
-2
.
2
%
18.44
18.84 19.21
18.13
18.13
16.44
17.65
18.44
17.79
20.00
20.00
SEE TANK SHEETS
FOR DETAILS
N
0 20 40
PL
O
T
:

20
2
5
-
0
4
-
0
3

1
0
:
5
1

A
M
PA
T
H
:

L:
\
U
T
A
H
\
P
R
O
J
E
C
T
S
\
A
C
T
I
V
E

2
0
2
1
\
F
X
2
1
1
8
2
.
0
0

-

L
O
S
T

C
R
E
E
K

S
T
A
T
E

P
A
R
K
\
8
0
0

-

C
A
D
\
8
4
0

-

S
H
E
E
T
S
\
2
1
1
8
2
_
C
G
.
D
W
G
DRAWN BY:
CHECKED BY:
PROJ. #:
SHEET
OF
DESIGN BY:
RE
V
I
S
I
O
N
BY
NO
.
DE
S
C
R
I
P
T
I
O
N
DA
T
E
AP
R
.
14
5
3

S
.

D
I
X
I
E

D
R
I
V
E
,

S
T
E

1
5
0
ST
.

G
E
O
R
G
E
,
U
T

8
4
7
7
0
43
5
.
9
8
6
.
0
1
0
0
ARCHITECT/ENGINEER STAMP
CODE COMPLIANCE STAMP
1
BI
D

A
D
D
E
N
D
U
M
RW
D
RW
D
3/
2
5
/
2
0
2
5
3
BI
D

A
D
D
E
N
D
U
M
JR
P
RW
D
4/
3
/
2
0
2
5
DF
C
M

P
R
O
J
E
C
T

N
O
.

2
2
0
8
7
5
1
0
Fx. 21182
16 50
STW
RWD
PB
CG110
ST
A
T
E

O
F

U
T
A
H
LO
S
T

C
R
E
E
K

S
T
A
T
E

P
A
R
K
TA
N
K

S
I
T
E

G
R
A
D
I
N
G
M
A
T
C
H
L
I
N
E
S
E
E

S
H
E
E
T

C
G
1
0
9
TANK ACCESS
4' ROCK RETAINING WALL (SEE CS105)
RIP RAP DRAIN PAD (SEE CT501)
8" SCARIFY AND RECOMPACT
4% CROSS SLOPE
TYPICAL SECTION 1 - STATION 600+00.00 TO 608+80.00
16' - 4" UTBC
2:
1

M
A
X
FI
L
L

S
L
O
P
E
2:
1

M
A
X
C
U
T

S
L
O
P
E
2:1 M
A
X
FILL
S
L
O
P
E
CUT COND.
TANK ACCESS
TYPICAL SECTION
4" UTBC
4% SLOPE
TO DAYLIGHT
4' ROCK RETAINING WALL (SEE CS105)
CUT
FILL
NOTE: THESE QUANTITIES ARE FROM SUB-GRADE
OF ALL PAVEMENT SECTIONS TO EXISTING
GRADE. SUB-GRADE FOR ALL BUILDINGS
WAS CONSIDERED TO BE 12" BELOW FINISH
FLOOR ELEVATION. EXCAVATION FOR
BUILDING FOOTINGS WERE NOT INCLUDED.
THIS ESTIMATED QUANTITY INCLUDES TANK
EXCAVATION TO SUB-GRADE INCLUDING
FOOTINGS AND SUBDRAINAGE.
DRAINAGE DITCH HIGH POINT.
SLOPE DRAINAGE EACH WAY TO
PREVENT PONDING STORM WATER
UPHILL FROM THE WATER TANK.
ESTIMATED TANK SITE
EXCAVATION (CY)
3379
7215
3
04/03/2024
DIVISION OF FACILITIES
CONSTRUCTION ANDMANAGEMENT
REVIEWED FOR
CODE COMPLIANCE
Thomas W Peterson
11/26/2024
X
X
X
XXXX
XXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
8''W
8''W 8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
5920
5930
5940
6''SD
6''SD
6''SD
50
+
0
0
51
+
0
0
52
+
0
0
53
+
0
0
54
+
0
0
55
+
0
0
56
+
0
0
5
7
+
0
0
5
8
+
0
0
5
9
+
0
0
6''SD
6''SD
589
0
5900
5910
5920
5930
5940
5950
5960
5970
5980
5990
KEY DET DESCRIPTION
UTILITY NOTES:
1 RV DUMP STATION
RV SEWER CONNECTION
8" PVC C900 SEWER MAIN
6" PVC C900 SEWER MAIN
4" PVC SEWER LATERAL
48" SEWER MANHOLE
4" SEWER CLEANOUT
5000 GALLON SEPTIC TANK
CAMPGROUND LEACH FIELD
1500 GALLON SEPTIC TANK
RANGER HOUSE LEACH FIELD
8" C900 WATER MAIN W/ FITTINGS
4" C900 WATER MAIN W/ FITTINGS
2-1/2" PVC WATER SERVICE LINE W/ TAP
2" PVC WATER SERVICE LINE W/ TAP
1-1/2" PVC WATER SERVICE LINE W/ TAP
1" PE WATER SERVICE LINE W/ TAP
3/4" PE WATER SERVICE LINE W/ TAP
6" PRV W/ 2" BYPASS
8" GATE VALVE
6" GATE VALVE
4" GATE VALVE
2-1/2" BRONZE CURB STOP VALVE
2" BRONZE CURB STOP VALVE
1-1/2" BRONZE CURB STOP VALVE
1" BRONZE CURB STOP VALVE
FIRE HYDRANT ASSEMBLY
CAMPSITE UTILITY POD
ACCESSIBLE UTILITY POD
36" CMP EXTENSION W/ END SECTION
18" REINF. CONCRETE PIPE
6" PVC C900 DRAIN PIPE
RIP RAP DITCH
12" NYLOPLAST DRAIN BASIN WITH
DUCTILE IRON FRAME AND LID PER
MANUFACTURERS SPECIFICATIONS.
12" THICK COLLAR WHERE REQUIRED.
2
3
4
5
6
1
CU501
2
CU503
1
CU503
5
CU502
2
CU501
7
8
9
10
11
5
CU501
5
CU501
3
CU501
12
13
14
15
16
17
18
5
CU503
19
20
21
22
6
CU502
3
CU503
23
24
25
26
27
28
6
CU503
2
CU502
29
30
31
3
CU502
APWA
STD
5
CU502
2
CU503
4
CU501
5
CU502
5
CU502
5
CU503
5
CU503
5
CU503
5
CU503
6
CU502
6
CU502
4
CU503
2
CU502
4
CU503
4
CU503
4
CU503
32
33
34
APWA
STD
1
CU114
MFR
STD
5890
5900
5925
5950
5975
6000
5890
5900
5925
5950
5975
6000
50+00
EG
:
5
9
3
8
.
7
6
FG
:
EG
:
5
9
4
0
.
3
4
FG
:
EG
:
5
9
3
9
.
8
7
FG
:
EG
:
5
9
3
9
.
5
8
FG
:
51+00
EG
:
5
9
3
9
.
7
0
FG
:
EG
:
5
9
3
9
.
8
7
FG
:
EG
:
5
9
4
1
.
3
0
FG
:
EG
:
5
9
4
2
.
2
8
FG
:
52+00
EG
:
5
9
4
2
.
2
1
FG
:
EG
:
5
9
4
2
.
0
0
FG
:
EG
:
5
9
4
1
.
0
7
FG
:
EG
:
5
9
4
0
.
7
1
FG
:
53+00
EG
:
5
9
4
1
.
3
7
FG
:
EG
:
5
9
4
1
.
9
7
FG
:
5
9
4
2
.
5
0
EG
:
5
9
4
2
.
3
2
FG
:
5
9
4
0
.
0
0
EG
:
5
9
4
2
.
3
1
FG
:
5
9
4
0
.
0
0
54+00
EG
:
5
9
4
1
.
9
7
FG
:
5
9
4
0
.
0
0
EG
:
5
9
4
3
.
1
1
FG
:
5
9
4
2
.
2
5
EG
:
5
9
4
3
.
1
6
FG
:
5
9
4
0
.
0
0
EG
:
5
9
4
3
.
3
1
FG
:
5
9
4
0
.
0
0
55+00
EG
:
5
9
4
3
.
4
3
FG
:
5
9
4
0
.
0
0
EG
:
5
9
4
2
.
3
0
FG
:
5
9
4
1
.
7
5
EG
:
5
9
4
0
.
8
1
FG
:
5
9
4
0
.
0
0
EG
:
5
9
4
0
.
5
7
FG
:
5
9
4
0
.
0
0
56+00
EG
:
5
9
4
0
.
7
7
FG
:
5
9
4
0
.
0
0
EG
:
5
9
4
2
.
0
6
FG
:
5
9
4
2
.
5
0
EG
:
5
9
4
2
.
8
6
FG
:
5
9
4
3
.
1
5
EG
:
5
9
4
4
.
7
3
FG
:
5
9
4
4
.
6
3
57+00
EG
:
5
9
4
5
.
4
9
FG
:
5
9
4
5
.
5
2
EG
:
5
9
4
7
.
2
0
FG
:
EG
:
5
9
4
9
.
3
4
FG
:
EG
:
5
9
5
1
.
3
3
FG
:
58+00
EG
:
5
9
5
6
.
6
6
FG
:
6" PVC PIPE 32 L.F. @ 2.43%
12" NYLOPLAST BASIN
DMH#01
RIM = 5942.50
6" INV IN = 5940.77
6" INV OUT = 5940.77
STA: 56+35.66
6" PVC PIPE 20 L.F. @ 0.50% 6" PVC PIPE 20 L.F. @ 0.50%
6" PVC PIPE 148 L.F. @ 3.40%
12" NYLOPLAST BASIN
DMH#02
RIM = 5951.94
6" INV IN = 5945.78
6" INV OUT = 5945.78
STA: 57+83.20
N
0 40 80
PL
O
T
:

20
2
5
-
0
5
-
2
3

0
2
:
0
6

P
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7
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5
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8
6
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0
0
ARCHITECT/ENGINEER STAMP
CODE COMPLIANCE STAMP
1
AD
J
U
S
T
M
E
N
T
S

P
R
I
O
R

T
O

B
I
D
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D
12
/
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D
3
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D

A
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4
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A
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E

S
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E
T

C
U
1
1
0
6" PVC DRAIN PIPE
PUMP HOUSE TO EVAPORATION POND
EVAPORATION
PONDS
32
32
Fx. 21182
26 50
STW
RWD
PB
CU110
ST
A
T
E

O
F

U
T
A
H
LO
S
T

C
R
E
E
K

S
T
A
T
E

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A
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PO
N
D

D
R
A
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P
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E
NO COLLAR 34
NO COLLAR 34
5
CS50232 5
CS50232
5
CS50232
5
ARC+,T(CT(1*,1((RSTAMP
8/14/2211/11/24
DIVISION OF FACILITIES
CONSTRUCTION ANDMANAGEMENT
REVIEWED FOR
CODE COMPLIANCE
Thomas W Peterson
11/26/2024
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
8''W
60
0
0
60
1
0
60
2
0
6030
6040
605
0
6060
607
0
5910
5920
5930
5940
5950
5960
5970
598
0
59
9
0
6''SD
6''SD
6''SD
6''SD
6''SD
6''SD5
8
+
0
0
5
9
+
0
0
6
0
+
0
0
61
+
0
0
62
+
0
0
63
+
0
0
64
+
0
0
65
+
0
0
66
+
0
0
67
+
0
0
6
8
+
0
0
6''SD
6''S
D
6''SD
6''SD
6''S
D
KEY DET DESCRIPTION
UTILITY NOTES:
1 RV DUMP STATION
RV SEWER CONNECTION
8" PVC C900 SEWER MAIN
6" PVC C900 SEWER MAIN
4" PVC SEWER LATERAL
48" SEWER MANHOLE
4" SEWER CLEANOUT
5000 GALLON SEPTIC TANK
CAMPGROUND LEACH FIELD
1500 GALLON SEPTIC TANK
RANGER HOUSE LEACH FIELD
8" C900 WATER MAIN W/ FITTINGS
4" C900 WATER MAIN W/ FITTINGS
2-1/2" PVC WATER SERVICE LINE W/ TAP
2" PVC WATER SERVICE LINE W/ TAP
1-1/2" PVC WATER SERVICE LINE W/ TAP
1" PE WATER SERVICE LINE W/ TAP
3/4" PE WATER SERVICE LINE W/ TAP
6" PRV W/ 2" BYPASS
8" GATE VALVE
6" GATE VALVE
4" GATE VALVE
2-1/2" BRONZE CURB STOP VALVE
2" BRONZE CURB STOP VALVE
1-1/2" BRONZE CURB STOP VALVE
1" BRONZE CURB STOP VALVE
FIRE HYDRANT ASSEMBLY
CAMPSITE UTILITY POD
ACCESSIBLE UTILITY POD
36" CMP EXTENSION W/ END SECTION
18" REINF. CONCRETE PIPE
6" PVC C900 DRAIN PIPE
RIP RAP DITCH
12" NYLOPLAST DRAIN BASIN WITH
DUCTILE IRON FRAME AND LID PER
MANUFACTURERS SPECIFICATIONS.
12" THICK COLLAR WHERE REQUIRED.
2
3
4
5
6
1
CU501
2
CU503
1
CU503
5
CU502
2
CU501
7
8
9
10
11
5
CU501
5
CU501
3
CU501
12
13
14
15
16
17
18
5
CU503
19
20
21
22
6
CU502
3
CU503
23
24
25
26
27
28
6
CU503
2
CU502
29
30
31
3
CU502
APWA
STD
5
CU502
2
CU503
4
CU501
5
CU502
5
CU502
5
CU503
5
CU503
5
CU503
5
CU503
6
CU502
6
CU502
4
CU503
2
CU502
4
CU503
4
CU503
4
CU503
32
33
34
APWASTD
1
CU114
MFR
STD
5940
5950
5975
6000
6025
6050
5940
5950
5975
6000
6025
6050
58+00
EG
:
5
9
5
6
.
6
6
EG
:
5
9
6
4
.
2
7
EG
:
5
9
7
2
.
5
3
EG
:
5
9
7
4
.
5
9
59+00
EG
:
5
9
7
6
.
7
4
EG
:
5
9
7
8
.
8
3
EG
:
5
9
8
2
.
3
5
EG
:
5
9
8
4
.
0
3
60+00
EG
:
5
9
8
5
.
7
3
EG
:
5
9
8
9
.
4
4
EG
:
5
9
9
2
.
8
5
EG
:
5
9
9
5
.
0
8
61+00
EG
:
5
9
9
5
.
9
3
EG
:
5
9
9
8
.
0
9
EG
:
5
9
9
9
.
7
3
EG
:
6
0
0
1
.
9
4
62+00
EG
:
6
0
0
3
.
7
1
EG
:
6
0
0
5
.
9
9
EG
:
6
0
0
8
.
3
8
EG
:
6
0
0
8
.
9
5
63+00
EG
:
6
0
1
2
.
8
8
EG
:
6
0
1
5
.
1
0
EG
:
6
0
1
7
.
2
8
EG
:
6
0
1
7
.
0
7
64+00
EG
:
6
0
1
7
.
7
5
EG
:
6
0
1
7
.
4
4
EG
:
6
0
2
0
.
1
7
EG
:
6
0
2
0
.
7
6
65+00
EG
:
6
0
2
1
.
0
5
EG
:
6
0
2
1
.
7
1
EG
:
6
0
2
2
.
8
9
EG
:
6
0
2
3
.
8
1
66+00
EG
:
6
0
2
4
.
9
0
6" PVC PIPE 117 L.F. @ 6.69%
12" NYLOPLAST BASIN
DMH#05
RIM = 6017.00
6" INV IN = 6009.58
6" INV OUT = 6009.58
STA: 63+91.43
12" NYLOPLAST BASIN
DMH#03
RIM = 5986.24
6" INV IN = 5980.19
6" INV OUT = 5980.19
STA: 60+05.73
6" PVC PIPE 225 L.F. @ 15.47%
6" PVC PIPE 270 L.F. @ 8.02%
6" PVC PIPE 50 L.F. @ 5.94%
6" PVC PIPE 50 L.F. @ 5.32%
6" PVC PIPE 50 L.F. @ 4.44%
6" PVC PIPE 50 L.F. @ 3.44%
12" NYLOPLAST BASIN
DMH#04
RIM = 6008.93
6" INV IN = 6001.78
6" INV OUT = 6001.78
STA: 62+74.90
N
6" PVC DRAIN PIPE
PUMP HOUSE TO EVAPORATION POND
0 40 80
PL
O
T
:

2
0
2
4
-
0
8
-
1
3

1
1
:
4
5

P
M
PA
T
H
:

L
:
\
U
T
A
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\
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1
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0

-

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H
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2
1
1
8
2
_
C
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W
E
R

P
L
A
N

&

P
R
O
F
I
L
E
.
D
W
G
DRAWN BY:
CHECKED BY:
PROJ. #:
SHEET
OF
DESIGN BY:
RE
V
I
S
I
O
N
BY
NO
.
DE
S
C
R
I
P
T
I
O
N
DA
T
E
AP
R
.
14
5
3

S
.

D
I
X
I
E

D
R
I
V
E
,

S
T
E

1
5
0
ST
.

G
E
O
R
G
E
,
U
T

8
4
7
7
0
43
5
.
9
8
6
.
0
1
0
0
ARCHITECT/ENGINEER STAMP
CODE COMPLIANCE STAMP
DF
C
M

P
R
O
J
E
C
T

N
O
.

2
2
0
8
7
5
1
0
Fx. 21182
27 50
STW
RWD
PB
CU111
ST
A
T
E

O
F

U
T
A
H
LO
S
T

C
R
E
E
K

S
T
A
T
E

P
A
R
K
PO
N
D

D
R
A
I
N

P
L
A
N

&

P
R
O
F
I
L
E
MA
T
C
H
L
I
N
E
SE
E

S
H
E
E
T

C
U
1
1
1
MA
T
C
H
L
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E
SE
E

S
H
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C
U
1
0
9
3232
32
32
ASPHALT
ROAD
GRAVEL
ROAD
4'-0" MIN
SEE DETAIL 5 ON SHEET
CU502 FOR SURFACING
3'-0"
8" C900 PVC
WATERLINE
6" C900 PVC
DRAIN PIPE
TYPICAL SHARED UTILITY TRENCH DETAIL
8" C900 PVC WATERLINE
NO COLLAR 34
NO COLLAR 34
NO COLLAR34
DRAIN PIPE IS SHOWN IN
SEGMENTS WITH CHANGING
SLOPES TO SHOW PIPE
DEFLECTION AT JOINTS.
INSTALL PER THE TYPICAL
SHARED UTILITY TRENCH
DETAIL AS MUCH AS POSSIBLE.
8/14/2211/11/24
DIVISION OF FACILITIES
CONSTRUCTION ANDMANAGEMENT
REVIEWED FOR
CODE COMPLIANCE
Thomas W Peterson
11/26/2024
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
6030
6040
6050
6060
6070
6080
6''S
D
6''S
D
6''S
D
6''SD
6''SD
6''SD
6''SD
6''SD
65
+
0
0
66
+
0
0
67
+
0
0
6
8
+
0
0
6
9
+
0
0
7
0
+
0
0
71+
0
0
72+
0
0
73
+
0
0
73+
1
6
SD
SD
EL
W
W
W
SDSD
SD
SD
KEY DET DESCRIPTION
UTILITY NOTES:
1 RV DUMP STATION
RV SEWER CONNECTION
8" PVC C900 SEWER MAIN
6" PVC C900 SEWER MAIN
4" PVC SEWER LATERAL
48" SEWER MANHOLE
4" SEWER CLEANOUT
5000 GALLON SEPTIC TANK
CAMPGROUND LEACH FIELD
1500 GALLON SEPTIC TANK
RANGER HOUSE LEACH FIELD
8" C900 WATER MAIN W/ FITTINGS
4" C900 WATER MAIN W/ FITTINGS
2-1/2" PVC WATER SERVICE LINE W/ TAP
2" PVC WATER SERVICE LINE W/ TAP
1-1/2" PVC WATER SERVICE LINE W/ TAP
1" PE WATER SERVICE LINE W/ TAP
3/4" PE WATER SERVICE LINE W/ TAP
6" PRV W/ 2" BYPASS
8" GATE VALVE
6" GATE VALVE
4" GATE VALVE
2-1/2" BRONZE CURB STOP VALVE
2" BRONZE CURB STOP VALVE
1-1/2" BRONZE CURB STOP VALVE
1" BRONZE CURB STOP VALVE
FIRE HYDRANT ASSEMBLY
CAMPSITE UTILITY POD
ACCESSIBLE UTILITY POD
36" CMP EXTENSION W/ END SECTION
18" REINF. CONCRETE PIPE
6" PVC C900 DRAIN PIPE
RIP RAP DITCH
12" NYLOPLAST DRAIN BASIN WITH
DUCTILE IRON FRAME AND LID PER
MANUFACTURERS SPECIFICATIONS.
12" THICK COLLAR WHERE REQUIRED.
2
3
4
5
6
1
CU501
2
CU503
1
CU503
5
CU502
2
CU501
7
8
9
10
11
5
CU501
5
CU501
3
CU501
12
13
14
15
16
17
18
5
CU503
19
20
21
22
6
CU502
3
CU503
23
24
25
26
27
28
6
CU503
2
CU502
29
30
31
3
CU502
APWA
STD
5
CU502
2
CU503
4
CU501
5
CU502
5
CU502
5
CU503
5
CU503
5
CU503
5
CU503
6
CU502
6
CU502
4
CU503
2
CU502
4
CU503
4
CU503
4
CU503
32
33
34
APWA
STD
1
CU114
MFR
STD
5960
5975
6000
6025
6050
6075
5960
5975
6000
6025
6050
6075
66+00
EG
:
6
0
2
4
.
9
0
FG
:
EG
:
6
0
2
5
.
8
8
FG
:
EG
:
6
0
2
6
.
8
3
FG
:
EG
:
6
0
2
7
.
3
8
FG
:
67+00
EG
:
6
0
2
8
.
2
5
FG
:
EG
:
6
0
2
8
.
6
6
FG
:
EG
:
6
0
2
9
.
3
4
FG
:
EG
:
6
0
2
9
.
3
5
FG
:
68+00
EG
:
6
0
2
8
.
9
9
FG
:
EG
:
6
0
2
8
.
9
4
FG
:
EG
:
6
0
2
8
.
9
9
FG
:
EG
:
6
0
2
8
.
7
9
FG
:
69+00
EG
:
6
0
2
8
.
6
7
FG
:
EG
:
6
0
2
8
.
5
2
FG
:
EG
:
6
0
2
8
.
4
2
FG
:
EG
:
6
0
2
8
.
4
7
FG
:
70+00
EG
:
6
0
2
8
.
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:
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:
6" PVC PIPE 54 L.F. @ 5.97%
6" PVC PIPE 180 L.F. @ 8.43%
6" PVC PIPE 287 L.F. @ 0.92%
12" NYLOPLAST BASIN
DMH#07
RIM = 6030.71
6" INV IN = 6025.02
6" INV OUT = 6025.02
STA: 70+78.40
12" NYLOPLAST BASIN
DMH#08
RIM = 6050.85
6" INV IN = 6040.15
6" INV OUT = 6040.15
STA: 72+57.92
DCO#03
RIM = 6053.39
4" INV IN = 6048.36
6" INV OUT = 6043.36
STA: 73+11.74
12" NYLOPLAST BASIN
DMH#06
RIM = 6029.10
6" INV IN = 6022.38
6" INV OUT = 6022.38
STA: 67+91.43
6" PVC PIPE 50 L.F. @ 1.68%
6" PVC PIPE 50 L.F. @ 0.74%
6" PVC PIPE 42 L.F. @ 0.44%
6" PVC PIPE 50 L.F. @ 2.82%
N
6" PVC DRAIN PIPE
PUMP HOUSE TO EVAPORATION POND
0 40 80
PL
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:

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1
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2
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Fx. 21182
28 50
STW
RWD
PB
CU112
ST
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LO
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WELL & PUMP HOUSE
EQUIPMENT SEE SHEET CW101
DRAIN CLEANOUT WITHIN 5' OF
BUILDING IS INCLUDED WITH
PUMP HOUSE BUILDING.
32
18" SD CULVERT PIPE
INV = 6043.80
32
32
32
8" C900 PVC WATERLINE
12" THICK COLLAR34
12" THICK COLLAR34
12" THICK COLLAR 34
ASPHALT
ROAD
GRAVEL
ROAD
4'-0" MIN
SEE DETAIL 5 ON SHEET
CU502 FOR SURFACING
3'-0"
8" C900 PVC
WATERLINE
6" C900 PVC
DRAIN PIPE
TYPICAL SHARED UTILITY TRENCH DETAIL
ELECTRICAL CONDUITS/EQUIPMENT
SEE ELECTRICAL PLANS
DRAIN PIPE IS SHOWN IN
SEGMENTS WITH CHANGING
SLOPES TO SHOW PIPE
DEFLECTION AT JOINTS.
INSTALL PER THE TYPICAL
SHARED UTILITY TRENCH
DETAIL AS MUCH AS POSSIBLE.
33
33
TANK DRAIN LINES SEE CT501
ARC+,T(CT(1*,1((RSTAMP
8/14/2211/11/24
1
3
4
30
2
5
6
7
810
11
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
31
9
Room201
Room202
201
12
KEY DET DESCRIPTION
1
2
3
1
CS501
1
CU501
SITE & PAVING NOTES:
4 2
CS501
2.5" HOT MIX ASPHALT
UNTREATED BASE COURSE (4" THICK)
RV DUMP STATION
4" CONCRETE FLATWORK
6" CONCRETE FLATWORK
8' CONCRETE WATERWAY
DUMPSTER ENCLOSURE
BOLLARD
5 2
CS501
KEY DET DESCRIPTION
6
CS501
SIGNAGE & STRIPING NOTES:
9
10
11
STOP, R1-1, 30" WIDTH
ONE WAY, R6-2
DO NOT ENTER, R5-1
REDUCE SPEED LIMIT AHEAD, W3-5
15 MPH SPEED LIMIT, R2-1, 24" WIDTH
NO LEFT TURN, R3-2, 24" WIDTH
6 3
CS501
12
7 4
CS501
8 5
CS501
13
14
PAVEMENT MARKING PAINT:
INSTALL STRIPING AND PAVEMENT MESSAGES PER
MUTCD GUIDELINES AND PROJECT SPECIFICATIONS.
6
CS501
6
CS501
6
CS501
6
CS501
6
CS501
PL
O
T
:

20
2
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0
6
-
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1
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SHEET
OF
DESIGN BY:
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ARCHITECT/ENGINEER STAMP
CODE COMPLIANCE STAMP
1
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P
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5
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D
6
AS
I
0
0
1
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D
6/
1
2
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2
0
2
5
RW
D
7
CC
D
0
0
1
RW
D
6/
1
8
/
2
0
2
5
RW
D
DF
C
M

P
R
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E
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N
O
.

2
2
0
8
7
5
1
0
LITTLE TRAIL CREEK
CAMPGROUND
LOST CREEK RD
MA
T
C
H
L
I
N
E
SE
E

S
H
E
E
T

C
S
1
0
2
Fx. 21182
31 50
STW
RWD
PB
CS101
ST
A
T
E

O
F

U
T
A
H
LO
S
T

C
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K

S
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P
A
R
K
CA
M
P
G
R
O
U
N
D

S
I
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E

P
L
A
N
PROPOSED LARGE
RESTROOM BUILDING SEE
ARCHITECTURAL SHEETS
3
4
N
0 40 80
PROPOSED ENTRY KIOSK SEE
ARCHITECTURAL SHEETS
1
1
1
1
1
1
1
1
PARK MONUMENT SIGN
INSTALLED BY OTHERS
13
12
6
5
5
9
8
7
7
5
2
2
9
9
11
11
10
14
1
11
109'190'
69'
26'
23'
24'
ON
L
Y
14
911
32'
34'
6
65
LEGEND:
UNTREATED BASE COURSE
ASPHALT PAVEMENT
CONCRETE FLATWORK
CRUSHER FINES PATH
SEE LANDSCAPE SHEETS
ENVIRONMENTAL AREA DO NOT
DISTURB
SEPTIC LEACH FIELD
DO NOT DISTURB
PROPERTY LINE
PROPERTY LINE
RELOCATED LOCATION OF EXISTING
VAULT RESTROOM. CONTRACTOR TO
ENSURE THE CONCRETE VAULT IS SET AT
THE PROPER ELEVATION SO THAT ADA
SLOPE REQUIREMENTS ARE MET AROUND
THIS AREA. VERIFY FINISH GRADES PRIOR
TO PLACEMENT.
PROPOSED CAMPSITE (TYP)
SEE LANDSCAPE SHEETS
PROPOSED CAMPSITE (TYP)
SEE LANDSCAPE SHEETS
CRUSHER FINES PATH
SEE LANDSCAPE SHEETS
CRUSHER FINES PATH
SEE LANDSCAPE SHEETS
DYL
SYL
RIGHT TURN ARROW
RIGHT TURN ARROW
"ONLY" PAVEMENT MESSAGE
DYL
SYL
12"
STOP
BAR
12" STOP
BAR
ACCESSIBLE SIGNAGE
& PAINTING SEE
LANDSCAPE SHEETS
ACCESSIBLE SIGNAGE
& PAINTING SEE
LANDSCAPE SHEETS
10
11
11
8
8
8
CAMPSITE UTILITY POD (TYP)
SEE CU101 & CU102
8
CRUSHER FINES PATH
SEE LANDSCAPE SHEETS
ENVIRONMENTAL AREA
DO NOT DISTURB
#CAMPSITE NUMBER
NOTE:
STRAIGHT ARROW
4
DIVIDING LINE FOR
FUTURE GROUP
CAMPSITES AREA.
8
8
7
6/18/25
Ŝ
1

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ŗ
Ř
Ȧ
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ś
1

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1

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1

PR
0
0
1
29
31
32
33
X
X
X
X
XXX
XXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
SD
KEY DET DESCRIPTION
1
2
3
1
CS501
1
CU501
SITE & PAVING NOTES:
4 2
CS501
2.5" HOT MIX ASPHALT
UNTREATED BASE COURSE (4" THICK)
RV DUMP STATION
4" CONCRETE FLATWORK
6" CONCRETE FLATWORK
8' CONCRETE WATERWAY
DUMPSTER ENCLOSURE
BOLLARD
5 2
CS501
KEY DET DESCRIPTION
6
CS501
SIGNAGE & STRIPING NOTES:
9
10
11
STOP, R1-1, 30" WIDTH
ONE WAY, R6-2
DO NOT ENTER, R5-1
REDUCE SPEED LIMIT AHEAD, W3-5
15 MPH SPEED LIMIT, R2-1, 24" WIDTH
NO LEFT TURN, R3-2, 24" WIDTH
6 3
CS501
12
7 4
CS501
8 5
CS501
13
14
PAVEMENT MARKING PAINT:
INSTALL STRIPING AND PAVEMENT MESSAGES PER
MUTCD GUIDELINES AND PROJECT SPECIFICATIONS.
6
CS501
6
CS501
6
CS501
6
CS501
6
CS501
N
PL
O
T
:

20
2
5
-
0
5
-
2
3

0
2
:
2
4

P
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PA
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:

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.
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DRAWN BY:
CHECKED BY:
PROJ. #:
SHEET
OF
DESIGN BY:
RE
V
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I
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N
BY
NO
.
DE
S
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DA
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.
14
5
3

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D
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,

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1
5
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G
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,
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8
4
7
7
0
43
5
.
9
8
6
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0
1
0
0
ARCHITECT/ENGINEER STAMP
CODE COMPLIANCE STAMP
1
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J
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S
T
M
E
N
T
S

P
R
I
O
R

T
O

B
I
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12
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1
4
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2
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2
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D
3
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D
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D
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3
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P
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D
4/
3
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2
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5
3/
2
5
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D
4
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A
D
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4
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D
4/
1
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PO
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D
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D
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5
RW
D
5/
8
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0
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5
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D
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P
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O
.

2
2
0
8
7
5
1
0
80400
LOST CREEK
R
D
MA
T
C
H
L
I
N
E
SE
E

S
H
E
E
T

C
S
1
0
1
Fx. 21182
32 50
STW
RWD
PB
CS102
ST
A
T
E

O
F

U
T
A
H
LO
S
T

C
R
E
E
K

S
T
A
T
E

P
A
R
K
CA
M
P
G
R
O
U
N
D

S
I
T
E

P
L
A
N
PROPOSED SMALL RESTROOM BUILDING
SEE ARCHITECTURAL PLAN SHEETS.
PROPOSED EVAPORATION
POND (SEE CS103)
1
2
4
1
1
1
75
5
77'
DYL
ACCESSIBLE SIGNAGE & PAINTING
SEE LANDSCAPE SHEETS
4
PROPOSED GROUP CAMPSITE (TYP)
SEE LANDSCAPE SHEETS
8
ACCESSIBLE UTILITY POD (TYP)
SEE CU101 & CU102
8
CAMPSITE UTILITY POD (TYP)
SEE CU101 & CU102
#CAMPSITE NUMBER
NOTE:
6
8 LEGEND:
UNTREATED BASE COURSE
ASPHALT PAVEMENT
CONCRETE FLATWORK
CRUSHER FINES PATH
SEE LANDSCAPE SHEETS
ENVIRONMENTAL AREA DO NOT
DISTURB
1
FUTURE IMPROVEMENTS
FUTURE IMPROVEMENTS
5
$5&+,7(&7P(1*,1((5A67$03
8/14/2211/11/24
DIVISION OF FACILITIES
CONSTRUCTION ANDMANAGEMENT
REVIEWED FOR
CODE COMPLIANCE
Thomas W Peterson
11/26/2024
KEY DET DESCRIPTION
1
2
NOT USED
6' CHAIN LINK FENCE
3/4" PVC PIEZOMETER W/ 1-3/4" HOLE
40 MIL RPE POND LINER (130'x110')
8 OZ. GEOTEXTILE (130'X110')
PIPE W/ PENETRATION BOOT
GENERAL SITE CLEARING. SEE SITE GRADING
PLANS FOR LIMITS OF CONSTRUCTION.
4' MAX. ROCK RETAINING WALL
SITE PLAN NOTES:
3
2
CS502
4
5
6
4
CS502
5
CS502
5
CS502
5
CS502
7
8 3
CS502
32
X
X
X
X
X
XXXX
X
XXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
SD
SD
SD
PL
O
T
:

20
2
5
-
0
5
-
2
3

0
2
:
2
4

P
M
PA
T
H
:

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\
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A
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\
P
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0
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1
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2
.
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ARCHITECT/ENGINEER STAMP
CODE COMPLIANCE STAMP
1
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Fx. 21182
33 50
STW
RWD
PB
CS103
ST
A
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A
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LO
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E
K

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N
60300
LEGEND:
UNTREATED BASE COURSE
ASPHALT PAVEMENT
CONCRETE FLATWORK
ENVIRONMENTAL AREA DO NOT
DISTURB
6" PVC DRAIN LINE
(SEE CU112)
18' MIN. WIDTH
FENCE GATE
2
2
2
2 3
4 5 4 5 4 5
666
3
7
7
7
7
5
ARC+,T(CT(1*,1((RSTAMP
8/14/2211/11/24
DIVISION OF FACILITIES
CONSTRUCTION ANDMANAGEMENT
REVIEWED FOR
CODE COMPLIANCE
Thomas W Peterson
11/26/2024
KEY DET DESCRIPTION
1
SITE PLAN NOTES:
2
3
4
5
6
CONCRETE WATER TANK (SEE CT501-CT507)
UNTREATED BASE COURSE (4" THICK)
BOLLARD
RIP RAP DRAIN PAD
GENERAL SITE CLEARING. SEE SITE GRADING
PLANS FOR LIMITS OF CONSTRUCTION.
12" THICK RIP RAP DITCH (D50=6")
4" REINF. CONCRETE FLATWORK
6
CT507
1
CU114
5
CS501
2
CS5017
PL
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5
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9
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ARCHITECT/ENGINEER STAMP
CODE COMPLIANCE STAMP
1
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Fx. 21182
34 50
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PB
CS104
ST
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WELL AC
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K

A
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2
2
EXISTING VAULT RESTROOMS
AND CONCRETE PAD
PROTECT IN PLACE
12'
12'
23'
2
R32'
2
N
40200
2
LEGEND:
UNTREATED BASE COURSE
ASPHALT PAVEMENT
CONCRETE FLATWORK
CRUSHER FINES PATH
SEE LANDSCAPE SHEETS
ENVIRONMENTAL AREA DO NOT
DISTURB
20'
94'
WELL & PUMP
HOUSE EQUIPMENT
SEE SHEET CW101
2
2
48'
27'
R16'
30'
12'
REPLACE 384 SF PUMP HOUSE BUILDING AS
DESIGNED PER ARCHITECTURAL PLANS
WITH SHIPPING CONTAINER STRUCTURE IN
ACCORDANCE WITH THE PERFORMANCE
SPECIFICATION. PROVIDE INTERIOR
INSULATION, AND A PAINTED EXTERIOR.
EXCLUDE ALL THE HIGH END EXTERIOR AND
INTERIOR FINISHES.
3
3
1
5
5
5
5
6
6
6
4
20.58'
16.00'
40.56'
65.21'
79.87'
R30.00'
R36.58'
R30.00'
7
7
5
ARC+,T(CT(1*,1((RSTAMP
8/14/2211/11/24
5.00'
32.00'
4.00'
18.00'
1-1/2" SPRING ASSISTED CHECK VALVE
1-1/2" ELECTRIC ACTUATED BALL VALVE
01029501 CTM PLUMBING ADAPTER, 2" NPT, INLET/OUTLET
01021811
VARIABLE FREQUENCY DR.
01029507
01025279
01024803
01016327
AQUA-SENSOR KIT (OUTDOOR-RATED)
PRESSURE GAUGE KIT (ON WATER SOFTENER INLET AND OUTLET)
BRINE SYSTEM W/ 42" x 48" TANK, 3/4" VALVE & 2700 LB CAPACITY
CULLIGAN GBE STANDARD COMMUNICATION CABLE (TO COMMUNICATE WITH SCADA)
DF
C
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36 50
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CW501
ST
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WE
L
L

&

P
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P

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E
Q
U
I
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.
01029687
CULLIGAN EQUIPMENT SCHEDULE OR APPROVED EQUAL
MARK PART NO.DESCRIPTIONQTY
2 CTM-300-PF SOFTENER WITH NO HARD WATER BYPASS
2
2
2
2
1
1
GRUNDFOS DOSING PUMP SETUP
REFERENCE IMAGE
INJECTION QUILL
CHLORINE INJECTION SYSTEM NOTES:
1.CHLORINE INJECTION SYSTEM SHALL BE
GRUNDFOS DDA 7.5-16 FC W/ WALL MOUNT SKID
SUPPLIED BY WATERFORD SYSTEMS OR
APPROVED EQUAL. CONTACT NAME: MATT
WEIST P:801-463-9900 M:801-633-0036
E:[e-mail]
WEB:WWW.WATERFORDSYSTEMS.COM.
2.CHLORINE INJECTION PUMP TO HAVE DYNAMIC
FLOW CONTROL VIA THE FLOW METER.
PRELIMINARY DOSING RATES (TO BE VERIFIED
BY THE SUPPLIER PRIOR TO OPERATION) ARE
AS FOLLOWS: TO BE VERIFIED BY THE
SUPPLIER PRIOR TO OPERATION. TO ACHIEVE 2
PPM RESIDUAL SET DOSING RATE TO 0.016
GPH. TO ACHIEVE 0.5 PPM RESIDUAL SET THE
DOSING RATE TO 0.004 GPM.
3.SUPPLIER MUST SUPPLY THE DOSING PUMP
SYSTEM ON A WALL MOUNT SKID, INCLUDING
CALIBRATION COLUMN, MULTIFUNCTION VALVE,
PRESSURE GAUGE, WYE STRAINER, VENTED
BALL VALVES, TUBING, INJECTION QUILL, AND
OTHER MISC. FITTINGS.
0.5 HP WELL SUBMERSIBLE PUMP GRUNDFOS W/ FRANKLIN ELECTRIC MOTOR (1-1/4" DISCHARGE) OR EQUAL
HYPOCHLORITE DOSING PUMP
INJECTION QUILL W/ BALL VALVE
YASKAWA OR EQUAL
OTHER EQUIPMENT SCHEDULE
MARK ITEM DESCRIPTIONQTY
GRUNDFOS DDA 7.5-16 FC W/ WALL MOUNT SKID OR EQUAL
GRUNDFOS OR EQUAL (SIZE PER MANUFACTURER'S RECOMMENDATIONS
*FLOW METER SHALL BE EQUIPED WITH 4-20 DISPLAY ON THE METER FOR SCADA INTEGRATION (ENSURE FLOW METER HAS REQUIRED
UPSTREAM AND DOWNSTREAM DISTANCE OF UNDISTURBED FLOW PER MANUFACTURER'S RECOMMENDATIONS).
G2-7HE REVERSE OSMOSIS SYSTEM
750 GAL STORAGE TANK
HYPOCHLORITE SOLUTION
TANK ON A WEIGHING
SCALE AND ON A
SECONDARY CONTAINMENT
PALLET (18"X18" MIN.)
ULINE H2FLOW EYEWASH STATION
MODEL NO. H-11042 OR APPROVED
EQUAL WITH EMERGENCY SIGN, WALL
BRACKET, WATER PRESERVATIVE,
INSPECTION TAG AND DRAIN TUBE.
1/2" PVC RETURN
LOOP TO TANK
1" PIPE TREATED
WATER TO TANK
1" REJECT PIPE
1" PIPE TREATED
WATER TO TANK
1-1/2" PIPE
TO INTAKE
1-1/4" PVC TANK DRAIN LINE W/
BALL VALVE INTO FLOOR DRAIN
SCADA SYSTEM SUPPLIED
AND INSTALLED BY OTHERS
SEE NOTE 4 BELOW
WELL CASING W/ PITLESS ADAPTER
AND WELL LEVEL INDICATOR.
CONTRACTOR TO PROVIDE A
SUBMITTAL ON THE WELL HEAD TO
PITLESS ADAPTER CONNECTION
AND EXTENSION TO FINISH GRADE
ELEVATIONS.
1-1/4" WELL SUPPLY LINE
BOLLARD SEE
DETAIL 4 ON
SHEET CS501
BOLLARD
FR
O
M

W
E
L
L
NORWESCO OR EQUAL
1
2
3
4
5
6
7
11
2
3
1
2
VALWORX STOCK #: 561212E OR EQUAL2
4
1" AIR RELEASE VALVE1
P
U
M
P

T
O

W
A
S
T
E
4
5
SAMPLE VALVE16
GEORG FISCHER MFR. MODEL 161562106 OR EQUAL1
5
1-1/2" FLOW METER*
VAL-MATIC MFR. MODEL 38.2 OR EQUAL
27
6
7
3
PUMP TO WASTE
FR
O
M

W
E
L
L
WELL HEAD - CONDITION AS OF 6/4/2024
5" AIR GAP FITTING28 ZURN WILKINS MFR. MODEL AG-4 OR EQUAL COORD. W/ SHT PE104
8
4" DRAIN PIPE (SEE PE104)
4" DRAIN PIPE (SEE PE104)
3
2
4 5 67
INLETOUTLET
1" REJECT PIPE
1" REJECT PIPE
1-1/4" REJECT PIPE
1-1/2" SCH. 40 PVC PIPE
TO WATER SOFTENERSINLETOUTLET
1-1/2" PVC MANUAL BALL VALVE
29
BADGER MFR. MODEL 107-7152 OR EQUAL
810
1
2
8
1" PVC MANUAL BALL VALVE11
12 1
4" FLOOR DRAIN
4
SCH. 80 PVC VAN STONE FLANGE4 WATER TIGHT SEAL INTO TANK (MATCH PIPE SIZE)13
2" STAINLESS FLANGED BALL VALVE414 VALWORX STOCK #: 553016A OR EQUAL
1416
1/2" PVC PRESSURE RETAINING VALVE1 UNITED STATES PLASTIC CORP. ITEM 20895 OR EQUAL
15 3 HP RE-PRESSURIZATION PUMP BALDOR - 3ph TPE - (V09A32E5BB2S) W/ 1-1/4" INLET/OUTLET OR EQUAL2
15
14 4
10
13
13
16 KECKLEY MRF. MODEL DD1F-CI-34136-200 OR EQUAL2
4
2" WAFER STYLE CHECK VALVE
17
1-1/2" PIPE
TO INTAKE
19
20
21
1
18
19 1
20
7
1-1/2" PRESSURE GAUGE1 ASHCROFT MFR. MODEL 251009SW02L160# OR EQUAL
17
SODIUM HYPOCHLORITE 5.25%5 GAL - ALLIANCE CHEMICAL SKU:B7-CO3H-YQZK OR EQUAL121
2
EXISTING GROUND ELEVATION
AT WELL HEAD = 6044.07
WELL HOUSE FF ELEV. = 6053.50
2" TO 1-1/2" REDUCER
10 SEE ELEVATION VIEW FOR OTHER VALVES IN THIS AREA
PLAN VIEW
ELEVATION VIEW
TO

1
4
0
K

G
A
L

T
A
N
K
10 BYPASS VALVE (NORMALLY CLOSED)
10
CTM CONTROLLER
10
HARD WATER INLETSOFT WATER OUTLET
2
1 3 4 5 6
7 7
10
11
11
1-1/2" PVC TANK OUTLET
11ON VERTICAL PIPE
1" REJECT PIPE
11
1-1/2" SCH. 40 PVC PIPE
TO WATER SOFTENERS1-1/2" SCH. 40 PVC PIPE
TO WATER SOFTENERS
1-1/2" SCH. 40 PVC PIPE TO
REVERSE OSMOSIS SYSTEMS
11ON TREATED
WATER PIPE
ON REJECT PIPE
18
17
12
12
TO

1
4
0
K

G
A
L

T
A
N
K
15
1" REJECT PIPE
1416
14
21
20
WALL MOUNT SKID
FOR DOSING PUMP
BOLLARD SEE
DETAIL 4 ON
SHEET CS501
1-1/2" X 1-1/4" REDUCER
1-1/2" X 1-1/4" REDUCER
WALL MOUNT SKID
FOR DOSING PUMP
HYPOCHLORITE SOLUTION
TANK ON A WEIGHING
SCALE AND ON A
SECONDARY CONTAINMENT
PALLET (18"X18" MIN.)
4" REINF. CONCRETE FLATWORK
TR
E
A
T
E
D

W
A
T
E
R

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O

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E
C
T

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A
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E
R

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O

F
L
O
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D
R
A
I
N
FF ELEVATION: 6053.50
FF ELEVATION: 6053.50FF ELEVATION: 6053.50
PL
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CHECKED BY:
PROJ. #:
SHEET
OF
DESIGN BY:
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DE
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8
4
7
7
0
43
5
.
9
8
6
.
0
1
0
0
ARCHITECT/ENGINEER STAMP
CODE COMPLIANCE STAMP
1
AD
J
U
S
T
M
E
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T
S

P
R
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T
O

B
I
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SW
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D
12
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2
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5/
8
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5
RW
D
PUMP HOUSE EQUIPMENT NOTES:
1.LAYOUT IS SCHEMATIC AND BASED ON INFORMATION FROM THE MANUFACTURER. ONCE THE MATERIAL HAS BEEN
PURCHASED, CONTRACTOR MAY ADJUST EQUIPMENT LOCATIONS BASED UPON FINAL MANUFACTURER'S
RECOMMENDATIONS.
2.CONTRACTOR SHALL PROVIDE STRAPS, SUPPORTS, ETC. AS NEEDED TO PROVIDE A SECURE PLUMBING SYSTEM AND
KEEP ALL PIPES STEADY TO PREVENT BREAKING AND LEAKS.
3.COORDINATE WITH ELECTRICAL AND MECHANICAL PLANS FOR ELECTRIC PANELS, WALL HEATERS, ETC.
4.SCADA SYSTEM EQUIPMENT & INSTALLATION IS NOT PART OF THE CONTRACT. THE PROJECT OWNER WILL HIRE IEI -
INTERMOUNTAIN ENVIRONMENTAL, INC. OR OTHER APPROVED SUPPLIER FOR INSTALLATION. CONTRACTOR IS
REQUIRED TO COORDINATE WITH SCADA PROVIDER FOR PROPER EQUIPMENT OPERATION AND COMMUNICATION
BETWEEN WELL AND TANK. EMAIL: [e-mail]
5.EQUIPMENT SHALL BE FULLY OPERATIONAL PRIOR TO ACCEPTANCE. CONTRACTOR SHALL BE RESPONSIBLE TO
OVERSEE THE EQUIPMENT OPERATION AND CALIBRATION TO ENSURE A FULLY OPERATIONAL WATER SYSTEM.
CONTRACTOR TO FILL THE 140,000 GALLON CONCRETE WATER TANK AND PERFORM ALL NECESSARY TESTING OF
EQUIPMENT TO ENSURE EQUIPMENT IS FUNCTIONING PROPERLY.
6.ALL EQUIPMENT SHALL BE SUPPLIED WITH OPERATIONS & MAINTENANCE MANUALS AS WELL AS ON-SITE TRAINING FOR
STATE PARK MANAGEMENT STAFF.
TO

E
V
A
P
.

P
O
N
D
4" PVC DRAIN CLEANOUT WITHIN
5' OF BUILDING FOUNDATION
(SEE PE104) COORDINATE
ELEVATION WITH SHT CU112
9
9
9
9
SEE SHEET PE104
SEISMIC STRAPS
(TOP THIRS AND
BOTTOM THIRD)
SEISMIC STRAPS (TOP
THIRD AND BOTTOM THIRD)
POWER PANEL (SEE
ELECTRICAL PLANS)
PIPE SUPPORTS
AS NECESSARY
SECURE PIPE
TO WALLS AS
NECESSARY
8
8 PIPE SUPPORTS
AS NECESSARY
PIPE SUPPORTS
AS NECESSARY
SECURE PIPE
TO WALLS AS
NECESSARY
SECURE PIPE
TO WALLS AS
NECESSARY
4" DRAIN PIPE (SEE PE104)
1 FT
4" DRAIN PIPE (SEE PE104)
4" DRAIN PIPE (SEE PE104)
4" DRAIN PIPE (SEE PE104)
4" DRAIN PIPE (SEE PE104)
AIR GAP INTO FUNNEL
DRAIN (SEE PE104)
1 INCH
AIR GAP INTO FUNNEL
DRAIN (SEE PE104)
PIPES AND FITTINGS ARE DRAWN
SCHEMATICALLY (SEE PE104)
PIPES AND FITTINGS ARE DRAWN
SCHEMATICALLY (SEE PE104)
20" OFSY1 20" OFSY FILTER SYSTEM - PRETREATMENT FILTER (SYSTEM HAS TWO TANKS)8
140K GAL TANK MIXER (SEE CT501)UWM50 PAX MIXER SUPPLIED BY WATERFORD SYSTEMS OR EQUAL1
6
8
5
5
ARCHITECTENGINEER STAMP
8/14/2211/11/24
DIVISION OF FACILITIES
CONSTRUCTION ANDMANAGEMENT
REVIEWED FOR
CODE COMPLIANCE
Thomas W Peterson
11/26/2024
DETAIL - 4' ROCK RETAINING WALL
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ARCHITECT/ENGINEER STAMP
CODE COMPLIANCE STAMP
Fx. 21182
46 50
STW
RWD
PB
CS502
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DETAIL - 6' CHAIN LINK FENCE
DETAIL - PROJECT SIGN1
3
2
LOST CREEK STATE PARK
STATE OF UTAH DFCM
450 STATE STREET, SALT LAKE CITY, UT
CIVIL SCIENCE
1453 S. DIXIE DRIVE, ST GEORGE, UT
Contractor
Address (second line)
Financed by State of Utah Division of Facilities, Construction, and Management
White Background
Black
Lettering
Contractor
logo
here
STATE OF UTAH DFCM - DNR STATE PARKS
APA RATED A-B GRADE EXTERIOR PLYWOOD PANEL
(3/4" THICK)
8'-0"
12"
4'
4'
-
0
"
12
'

M
I
N
.
2'
12"
BOLT HOLE LOCATION
TYPICAL (10) PLACES
2"x4" TYPICAL
4"x4" TREATED POST TYP.
(2 PLACES)
3'
M
I
N
.
3'

M
I
N
.
SIGN FRAME AND EMBEDMENT
GENERAL ROCK WALL AND LANDSCAPING ROCK NOTES:
1.EACH ROCK IS TO BE PLACED INDIVIDUALLY BY EQUIPMENT SUITABLE FOR LIFTING, MANIPULATING,
AND PLACING ROCKS OF THE SIZE AND SHAPE SPECIFIED. ENSURE THAT EACH ROCK IS SET AND
SUPPORTED BY UNDERLYING MATERIALS AND ADJACENT ROCKS. REPOSITION AND REPLACE LOOSE
ROCKS.
2.BOULDERS SHOULD BE FLAT FOR STACKING WITH THE LARGEST BOULDERS PLACED AT THE BASE OF
THE WALL.
3.DIRECT RUNOFF AWAY FROM THE WALL
GEOTEXTILE FABRIC ON ALL
SIDES OF DRAIN ROCK
LOCALLY
SOURCED
BOULDERS
PER PLAN
PER PLAN
SCARIFY AND
COMPACT SUBGRADE
6" OF 1" MINUS
DRAIN ROCK
Black
Lettering
4'-0" MAX.
0.25
1
DETAIL - 3/4" PVC PIEZOMETER W/ 1-3/4" HOLE (10 FEET)4 DETAIL - EVAPORATION POND INSTALLATION5
1
EVAPORATION POND INSTALLATION NOTES:
1.POND LINER SHALL BE 40 MIL. BLACK AQUAARMOR
DOUBLE SCRIM REINFORCED POLYETHYLENE LINER BY
BTL LINERS OR APPROVED EQUAL. LINER SHALL BE IN
ONE PIECE (130'x110') FOR EACH SEPARATE POND. LINER
SHALL HAVE A MINIMUM 20 YEAR WARRANTY IN DIRECT
UV EXPOSURE.
2.8 OZ. GEOTEXTILE SHALL BE NON WOVEN AND PLACED
BETWEEN THE SOIL AND THE POND LINER.
3.CONTRACTOR SHALL CAREFULLY PREPARE THE SOIL
SUBGRADE BELOW THE POND LINER TO BE SMOOTH AND
FREE OF ROCKS OR SHARP OBJECTS.
4.INSTALL WELD-ON PIPE BOOT PER MANUFACTURERS
INSTALLATION RECOMMENDATIONS AND WELD-ON PIPE
BOOT INSTALLATION NOTES.
1'
2' MIN.1'
40 MIL. RPE LINER OVER
8 OZ. GEOTEXTILE FABRIC
WATER SURFACE
W/ 1' FREEBOARD
1.5'
6" SEWER PIPE (0.5% MIN. SLOPE)
PREPARED AND COMPACTED TO
95% OF MAX. DRY DENSITY.
NATIVE SOIL CLEARED AND FREE
OF DEBRIS OR SHARP OBJECTS
1'
2' MIN.1'
40 MIL. RPE LINER OVER
8 OZ. GEOTEXTILE FABRIC
WATER SURFACE
W/ 1' FREEBOARD
1.5'6" SEWER PIPE (0.5% MIN. SLOPE)
PREPARED AND COMPACTED TO
95% OF MAX. DRY DENSITY.
NATIVE SOIL CLEARED AND FREE
OF DEBRIS OR SHARP OBJECTS
SECTION - PIPE BETWEEN PONDS
SECTION - PIPE ENTRANCE TO FIRST POND
WELD ON PIPE BOOT
WELD ON PIPE BOOT
COMPACTED SOIL
ANCHOR TRENCH
COMPACTED SOIL
ANCHOR TRENCH
4
1
4
12'
6' CHAIN LINK FENCE
3/4" PVC PIEZOMETER
1-3/4" DIRECT PUSH
PIEZOMETER HOLE
10' DEPTH DIRECT
PUSH PIEZOMETER
LAST 4' SCREENED
PIEZOMETER NOTES:
1.DRILL BOREHOLE: DRILL TO THE SPECIFIED DEPTH, MAINTAINING BOREHOLE STABILITY WITH CASING IF NEEDED.
2.PLACE PIEZOMETER TIP: POSITION THE STANDPIPE TIP AT THE TARGET DEPTH AND SURROUND WITH A SAND PACK
FOR WATER FLOW.
3.SEAL WITH BENTONITE: ADD A BENTONITE SEAL ABOVE THE SAND PACK TO PREVENT WATER MIGRATION.
4.GROUT THE BOREHOLE: FILL THE REST OF THE BOREHOLE WITH A BENTONITE-CEMENT GROUT UP TO THE SURFACE.
5.INSTALL PROTECTIVE COVER: PLACE A PROTECTIVE CASING AT GROUND LEVEL AND LABEL IT WITH INSTALLATION
DETAILS.
6.VERIFY AND TEST: CONFIRM INSTALLATION DEPTH, PERFORM AN INITIAL READING, AND ENSURE FUNCTIONALITY.
FENCE GATE NOTES:
1.CONTRACTOR TO SUBMIT GATE SHOP DRAWINGS
TO ENGINEER FOR APPROVAL.
WELD-ON PIPE BOOT INSTALLATION NOTES:
1.PLAN NOTES FOR RPE LINER PIPE BOOT WELDING MATERIAL COMPATIBILITY:
ENSURE THE PIPE BOOT IS COMPATIBLE WITH RPE LINER MATERIAL.
2.SURFACE PREPARATION: CLEAN AND DRY THE AREA AROUND THE PIPE AND LINER
THOROUGHLY; ENSURE THE BOOT FITS SNUGLY AROUND THE PIPE.
3.OVERLAP REQUIREMENTS: POSITION THE PIPE BOOT FLANGE TO OVERLAP THE
LINER BY A MINIMUM OF 3 INCHES.
4.WELDING METHOD: USE EXTRUSION WELDING ALONG THE BOOT FLANGE EDGES;
HOT-AIR WELDERS MAY BE USED FOR TACKING.
5.TEMPERATURE CONTROL: MAINTAIN EXTRUSION WELDING TEMPERATURES
BETWEEN 300°C–350°C, ADJUSTING BASED ON CONDITIONS.
6.TESTING: PERFORM VACUUM BOX TESTING TO CONFIRM WELD INTEGRITY;
INSPECT VISUALLY FOR CONSISTENT WELD QUALITY.
7.DOCUMENTATION: RECORD WELDING PARAMETERS, TESTING RESULTS, AND ANY
REPAIRS MADE.
11/11/24
DIVISION OF FACILITIES
CONSTRUCTION ANDMANAGEMENT
REVIEWED FOR
CODE COMPLIANCE
Thomas W Peterson
11/26/2024