HomeMy WebLinkAboutDDW-2024-00723413
7 16
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DYH
DYH
D YH D YH
DYH
DYH
DYH
PROJECT VICINITY
ABBREVIATIONS LEGEND
AC
B&C
BM
C
CP
CU FT
CU YD
CONC
CONST
CMP
DIA Ø
E
EOA
ELEV
ACRE
BAR & CAP
BENCHMARK
CENTERLINE
CONTROL POINT
CUBIC FOOT
CUBIC YARD
CONCRETE
CONSTRUCTION
CORRUGATED METAL PIPE
DIAMETER
EAST
EDGE OF ASPHALT
ELEVATION
EXISTING
FINISHED FLOOR ELEVATION
FINISHED GRADE
FEET
HDPE
HIGH WATER
HIGHWAY
INVERT ELEVATION
IRRIGATION
LINEAR FEET
MAXIMUM
MINIMUM
MONUMENT
NORTH
EX
FFE
FG
FT
HDPE
HW
HWY
IE
IRR
LF
MAX
MIN
MON
N
NOT TO SCALE
ORIGINAL GROUND
POINT OF CURVATURE
POINT OF COMPOUND CURVE
POINT OF INTERSECTION
POINT OF REVERSE CURVE
POINT OF TANGENCY
POINT OF CONNECTION
POWER
PROPERTY LINE
POLYVINAL CLORIDE PIPE
RANGE
REINFORCED CONCRETE PIPE
REVISION
NTS
OG
PC
PCC
PI
PRC
PT
POC
PWR
P
PVC
R
RCP
REV
L
RIGHT-OF-WAY
SALT LAKE BASE & MERIDIAN
SOUTH
SEE ARCHITECTURAL DRAWINGS
SANITARY SEWER
STORM DRAIN
SECTION
SPEC
SQUARE
SQUARE FEET
SQUARE YARD
STATION
STANDARD
STORM
ROW
SLB&M
S
SAD
SS
SD
SEC
SPEC
SQ
SQ FT
SQ YD
STA
STD
STM
TOWNSHIP
TOP BACK OF CURB
TOP OF ASPHALT
TOP OF CONCRETE
TOP OF SIDEWALK
TOP OF WALL
TRANSFORMER
UNLESS NOTED OTHERWISE
WATER
WATER VALVE
WEST
T
TBC
TOA
TOC
TOS
TOW
TRANS
U.N.O.
WTR
WV
W
PROJECT INFORMATION
DRAWING INDEX
C - CIVIL DRAWINGS
C1.1 - CIVIL COVER SHEET
C4.1 - UTILITY PLAN
C5.1 - DETAILS
PROJECT
SITE
HILDALE, UT
A
Z
H
W
Y
3
8
9
CE
N
T
R
A
L
S
T
R
E
E
T
UTAH AVE
1.1 COMPLIANCE
1.ALL WORK TO CONFORM TO HILDALE CITY STANDARDS, SPECIFICATIONS AND REQUIREMENTS.
2.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS AND THE
MOST RECENT, ADOPTED EDITIONS OF THE FOLLOWING: INTERNATIONAL BUILDING CODE (IBC), THE
INTERNATIONAL PLUMBING CODE, STATE DRINKING WATER REGULATIONS, APWA MANUAL OF STANDARD PLANS
AND SPECIFICATIONS, ADA ACCESSIBILITY GUIDELINES.
3.ALL CONSTRUCTION SHALL BE AS SHOWN ON THESE PLANS. ANY REVISIONS MUST HAVE PRIOR WRITTEN
APPROVAL.
4.ALL CONSTRUCTION SHALL BE CONTAINED ONTO SUBJECT PARCEL. NO STOCKPILING OR CONSTRUCTION ACTIVITY
SHALL OCCUR OFF THE APPROVED AREA WITHOUT PRIOR WRITTEN APPROVAL.
1.2 PERMITTING AND INSPECTIONS
1.PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING SURE THAT ALL
REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN
UNTIL THE CONTRACTOR HAS RECEIVED THOROUGHLY REVIEWED PLANS AND OTHER DOCUMENTS APPROVED BY
ALL OF THE PERMITTING AUTHORITIES.
2.CONTRACTOR IS RESPONSIBLE FOR SCHEDULING AND NOTIFYING ARCHITECT/ENGINEER OR INSPECTING
AUTHORITY 48 HOURS IN ADVANCE OF COVERING UP ANY PHASE OF CONSTRUCTION REQUIRING OBSERVATION.
3.ANY WORK IN THE PUBLIC RIGHT-OF-WAY WILL REQUIRE PERMITS FROM THE APPROPRIATE, CITY, COUNTY OR
STATE AGENCY CONTROLLING THE ROAD AND WITH APPROPRIATE INSPECTIONS.
1.3 COORDINATION & VERIFICATION
1.ALL DIMENSIONS, GRADES & UTILITY DESIGNS SHOWN ON THE PLANS SHALL BE VERIFIED BY THE CONTRACTOR
PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO
PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION
SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN
INCORRECTLY ON THESE PLANS, IF NOT VERIFIED AND NOTIFICATION OF CONFLICTS HAVE NOT BEEN BROUGHT TO
THE ATTENTION OF THE ARCHITECT/ENGINEER.
2.CONTRACTOR MUST VERIFY ALL EXISTING CONDITIONS BEFORE BIDDING AND BRING UP ANY QUESTIONS
BEFOREHAND. NO ALLOWANCE WILL BE MADE FOR DISCREPANCIES OR OMISSIONS THAT CAN BE EASILY
OBSERVED.
3.CONTRACTOR TO COORDINATE WITH ALL OTHER DISCIPLINES, INCLUDING BUT NOT LIMITED TO: LANDSCAPE
PLANS, CABLE TV, GAS, SITE ELECTRICAL PLANS AND ELECTRICAL SERVICE TO THE SITE. CONTRACTOR IS TO
COORDINATE LOCATION OF NEW TELEPHONE SERVICE, GAS SERVICE, CABLE, ETC. TO SITE WITH THE
APPROPRIATE UTILITY COMPANY.
1.4 SAFETY AND PROTECTION
1.CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION,
2.CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF THE PROJECT AND SHALL MEET ALL OSHA REQUIREMENTS.
3.CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO LOCAL AND FEDERAL CODES GOVERNING SHORING AND
BRACING OF EXCAVATIONS AND TRENCHES, AND FOR THE PROTECTION OR WORKERS AND PUBLIC.
4.CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT ALL EXISTING PUBLIC AND PRIVATE
PROPERTY, ROADWAYS, AND UTILITY IMPROVEMENTS. DAMAGE TO EXISTING IMPROVEMENTS CAUSED BY THE
CONTRACTOR MUST BE REPAIRED BY THE CONTRACTOR AT HIS/HER EXPENSE TO THE SATISFACTION OF THE
OWNER OF SAID IMPROVEMENTS.
5.CONTRACTOR IS REQUIRED TO KEEP ALL CONSTRUCTION ACTIVITIES WITHIN THE APPROVED PROJECT LIMITS.
THIS INCLUDES, BUT IS NOT LIMITED TO, VEHICLE AND EQUIPMENT STAGING, MATERIAL STORAGE AND LIMITS OF
TRENCH EXCAVATION.
6.IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN PERMISSION AND/OR EASEMENTS FROM THE APPROPRIATE
GOVERNMENT AGENCY AND/OR INDIVIDUAL PROPERTY OWNER(S) FOR WORK OR STAGING OUTSIDE OF THE
PROJECT LIMITS.
7.CONTRACTOR SHALL PROVIDE BARRICADES, SIGNS, FLASHERS, OTHER EQUIPMENT AND FLAG PERSONS
NECESSARY TO INSURE THE SAFETY OF WORKERS AND VISITORS. ALL CONSTRUCTION SIGNING, BARRICADING,
AND TRAFFIC DELINEATION SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", LATEST
EDITION.
8.CONTRACTOR SHALL COMPLY WITH LOCAL NOISE ORDINANCE STANDARDS.
9.CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL ACCORDING TO GOVERNING AGENCY STANDARDS.
10.CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PROPERTIES
FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM STORM WATER RUNOFF AND/OR DEPOSITION OF DEBRIS
RESULTING FROM ANY AND ALL WORK IN CONNECTION WITH CONSTRUCTION. SUBMIT A STORM WATER POLLUTION
PREVENTION PLAN, IF REQUIRED.
11.WORK IN PUBLIC STREETS, ONCE BEGUN, SHALL BE PROSECUTED TO COMPLETION WITHOUT DELAY AS TO
PROVIDE MINIMUM INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND TO THE TRAVELING PUBLIC.
12.CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITIONS BETWEEN NEW
CONSTRUCTION AND EXISTING SURFACES TO PROVIDE FOR PROPER DRAINAGE AND FOR INGRESS AND EGRESS
TO NEW CONSTRUCTION.
13.NATURAL VEGETATION AND SOIL COVER SHALL NOT BE DISTURBED PRIOR TO ACTUAL CONSTRUCTION OF A
REQUIRED FACILITY OR IMPROVEMENT. MASS CLEARING OF THE SITE IN ANTICIPATION OF CONSTRUCTION SHALL
BE AVOIDED. CONSTRUCTION TRAFFIC SHALL BE LIMITED TO ONE APPROACH TO THE SITE. THE APPROACH SHALL
BE DESIGNATED BY THE OWNER OR GOVERNING AGENCY.
14.THE CONTRACTOR SHALL TAKE REASONABLE MEASURE TO PROTECT EXISTING IMPROVEMENTS FROM DAMAGE
AND ALL SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATION SHALL BE REPAIRED OR
RECONSTRUCTED TO THE ENGINEER/OWNER'S SATISFACTION AT THE EXPENSE OF THE CONTRACTOR.
1.5 MATERIALS
15.SITE CONCRETE SHALL BE A MINIMUM 4,000 P.S.I. @ 28 DAYS, 4" MAXIMUM SLUMP WITH 6% + OR - 1% AIR
ENTRAINMENT, UNLESS SPECIFIED OTHERWISE. -SEE SPECIFICATION
16.SLABS-ON-GRADE WILL BE TYPICALLY SCORED (1/4 THE DEPTH) AT INTERVALS NOT TO EXCEED THEIR WIDTH OR 12
TIMES THEIR DEPTH, WHICHEVER IS LESS. SCORING WILL BE PLACED TO PREVENT RANDOM CRACKING. FULL
DEPTH EXPANSION JOINTS WILL BE PLACED AGAINST ANY OBJECT DEEMED TO BE FIXED, CHANGES IN DIRECTION
AND AT EQUAL INTERVALS NOT TO EXCEED 50 FEET.
17.CONCRETE WATERWAYS, CURBWALLS, MOWSTRIPS, CURB AND GUTTER, ETC. WILL TYPICALLY BE SCORED 1/4 THE
DEPTH AT INTERVALS NOT TO EXCEED 10 FEET AND HAVE FULL DEPTH EXPANSION JOINTS AT EQUAL SPACING NOT
TO EXCEED 50 FEET.
18.UNLESS OTHERWISE NOTED, ALL SLABS-ON-GRADE WILL HAVE A MINIMUM 8" TURNED-DOWN EDGE TO HELP
CONTROL FROST HEAVE.
19.UNLESS OTHERWISE NOTED, ALL ON-GRADE CONCRETE SHALL BE SUPPORTED PER THE RECOMMENDATIONS OF
THE GEOTECHNICAL INVESTIGATION.
20.ALL EXPOSED SURFACES WILL HAVE A TEXTURED FINISH, RUBBED OR BROOMED. ANY "PLASTERING" OF NEW
CONCRETE WILL BE DONE WHILE IT IS STILL "GREEN".
21.ALL JOINTS (CONTROL, CONSTRUCTION OR EXPANSION JOINTS, ETC.) WILL BE SEALED WITH A ONE PART
POLYURETHANE SEALANT.
22.ASPHALTIC PAVEMENT SHALL BE A MINIMUM 2-1/2" OVER 6" OF COMPACTED (95%) ROAD BASE OVER PROPERLY
PREPARED AND COMPACTED (90%) SUBGRADE, UNLESS NOTED OTHERWISE. -SEE SPECIFICATIONS IN THE
GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT
23.ASPHALT COMPACTION SHALL BE A MINIMUM 96% (MARSHALL DESIGN).
24.SURFACE COARSE SHALL BE ½ " MINUS. MIX DESIGN TO BE SUBMITTED FOR APPROVAL AT LEAST TWO WEEKS
PRIOR TO ANTICIPATED PAVING SCHEDULE.
25.AC PAVEMENT TO BE A 1/4" ABOVE LIP OF ALL GUTTER AFTER COMPACTION.
26.THICKNESSES OVER 3" WILL BE LAID IN TWO LIFTS WITH THE FIRST LIFT BEING AN APPROVED 3 4" MINUS DESIGN.
1.6 GRADING / SOILS
1.SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE
RECOMMENDATIONS SET FORTH IN THE SOILS REPORT, WHICH BY REFERENCE ARE A PART OF THE REQUIRED
CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE, UNLESS SPECIFICALLY NOTED
OTHERWISE ON THE PLANS, OR IN THE SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY
DISCREPANCY BETWEEN THE SOILS REPORT AND THESE PLANS AND SPECIFICATIONS.
2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT, YIELDING OR UNSUITABLE
MATERIALS AND REPLACING WITH SUITABLE MATERIALS AS SPECIFIED IN THE SOILS REPORT.
3.ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DENSITY PER
ASTM TEST D-1557, EXCEPT UNDER BUILDING FOUNDATIONS WHERE IT SHALL BE 98% MIN. OF MAXIMUM DENSITY.
MOISTURE CONTENT AT TIME OF PLACEMENT SHALL NOT EXCEED 2% ABOVE NOR 3% BELOW OPTIMUM.
4.CONTRACTOR SHALL SUBMIT A COMPACTION REPORT PREPARED BY A QUALIFIED REGISTERED SOILS ENGINEER,
VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITH THE BUILDING PAD AREA AND AREAS TO BE
PAVED, HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE
RECOMMENDATIONS SET FORTH IN THE SOILS REPORT.
5.SITE CLEARING SHALL INCLUDE THE LOCATING AND REMOVAL OF ALL UNDERGROUND TANKS, PIPES, VALVES, ETC.
6.ALL EXISTING VALVES, MANHOLES, ETC. SHALL BE RAISED OR LOWERED TO GRADE AS REQUIRED.
7.THE CONTRACTOR SHALL PROVIDE A TEMPORARY TRASH ENCLOSURE ON SITE DURING ALL CONSTRUCTION
ACTIVITIES
TO CONTAIN DEBRIS AND PREVENT AIRBORNE LITTERING OFFSITE.
8.A WATER TRUCK SHALL BE USED ON SITE TO WET DOWN ALL EARTHWORK AND TO CONTROL AIRBORNE
PARTICLES.
1.7 UTILITIES
1.THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED ON FIELD SURVEYS AND
LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE
VARIOUS UTILITY COMPANIES EITHER DIRECT OR THROUGH BLUE STAKE TO LOCATE THEIR FACILITIES PRIOR TO
STARTING CONSTRUCTION.
2.ALL UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE LOCAL MUNICIPALITY CODES, STANDARDS, AND
SPECIFICATIONS. INSTALLATION OF UTILITIES WITHIN THE HIGHWAY RIGHT-OF-WAY SHALL CONFORM TO UTAH
ADMINISTRATIVE RULE R930-6, "ACCOMODATION OF UTILITIES AND THE CONTROL AND PROTECTION OF STATE
HIGHWAY RIGHTS OF WAY".
3.CONTRACTOR TO VERIFY BY POTHOLING BOTH THE VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING
UTILITIES PRIOR TO INSTALLING ANY NEW LINES. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE
CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE.
4.CONTRACTOR MUST START AT LOW END OF ALL NEW GRAVITY UTILITY LINES. MECHANICAL SUB-CONTRACTOR
MUST BE PROVIDED CIVIL SITE DRAWINGS FOR COORDINATION AND TO CHECK THE FLOW FROM THE LOWEST
POINT IN BUILDING TO THE FIELD VERIFIED CONNECTION AT THE EXISTING MAIN. NO EXTRA COMPENSATION IS TO
BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO FAILURE TO COMPLY WITH THESE
REQUIREMENTS.
5.CONTRACTOR IS TO VERIFY LOCATION, DEPTH, SIZE, TYPE, AND OUTSIDE DIAMETERS OF UTILITIES IN THE FIELD BY
POTHOLING A MINIMUM OF 300 FEET AHEAD, PIPELINE CONSTRUCTION TO AVOID CONFLICTS WITH DESIGNED
PIPELINE GRADE AND ALIGNMENT. EXISTING UTILITY INFORMATION SHOWN ON PLANS OR OBTAINED FROM UTILITY
COMPANIES OR BLUE STAKED MUST BE ASSUMED AS APPROXIMATE, REQUIRING FIELD VERIFICATION.
6.CULINARY WATER AND FIRE SERVICE LINES TO BE CONSTRUCTED IN ACCORDANCE WITH LOCAL GOVERNING
MUNICIPALITY STANDARDS AND SPECIFICATIONS.
7.SANITARY SEWER MAINS AND LATERALS TO BE CONSTRUCTED IN ACCORDANCE WITH LOCAL GOVERNING
MUNICIPALITY SEWER DISTRICT STANDARDS AND SPECIFICATIONS.
8.STORM SEWER TO BE CONSTRUCTED IN ACCORDANCE WITH THE GOVERNING MUNICIPALITY STANDARDS AND
SPECIFICATIONS.
9.ALL STORM DRAIN AND IRRIGATION CONDUITS SHALL BE INSTALLED WITH WATER TIGHT JOINTS AND
CONNECTIONS.
10.ALL STORM DRAIN PIPE PENETRATIONS INTO BOXES SHALL BE CONSTRUCTED WITH WATER TIGHT SEALS ON THE
OUTSIDE AND GROUTED SMOOTH WITH A NON-SHRINK GROUT ON THE INSIDE. CONDUITS SHALL BE CUT OFF FLUSH
WITH THE INSIDE OF THE BOX.
10. NO CHANGE IN THE DESIGN OF UTILITIES AS SHOWN WILL BE MADE BY THE CONTRACTOR WITHOUT THE WRITTEN
APPROVAL OF THE GOVERNING MUNICIPALITY, OR OTHER AUTHORITY HAVING JURISDICTION OVER THAT UTILITY.
11. ALL STORM DRAIN CONDUITS AND BOXES SHALL BE CLEAN AND FREE OF ROCKS, DIRT, AND CONSTRUCTION
DEBRIS PRIOR TO FINAL INSPECTION.
12.ONLY A PRE-APPROVED CONTRACTOR TO WORK ON AND INSTALL ANY PART OF THE WATER SYSTEM.
1.8 POWER NOTES
1.DEVELOPER IS RESPONSIBLE FOR ALL COSTS, UNLESS OTHERWISE STATED ON PRINT.
2.ONLY A PRE-APPROVED CONTRACTOR TO WORK ON AND INSTALL ANY PART OF THE ELECTRICAL SYSTEM.
3.LINES ARE FOR SCHEMATIC PURPOSES ONLY. ALL EQUIPMENT AND PLACEMENT OF TO BE PER GARKANE ENERGY
SPECIFICATIONS.
4.EASEMENTS TO BE SIGNED OVER TO HILDALE CITY. IT IS THE DEVELOPER'S RESPONSIBILITY TO MAKE SURE
EASEMENTS ARE OBTAINED FROM ANY PROPERTIES THAT MAY BE AFFECTED.
5.NO RETAINING WALLS TO RUN INTO UTILITY EASEMENTS.
6.ALL CONDUITS TO BE FOAMED. ANY EMPTY STUB OUTS TO HAVE A TEMPORARY PLUG INSTALLED.
7.ANY CHANGES TO THE SIGNED SET OF PLANS MUST BE APPROVED BY GARKANE ENERGY.
8.THE ENTIRE JUC TRENCH MUST BE BACKFILLED WITH 1" MINUS FROM THE BOTTOM TO THE TOP OF THE TRENCH.
ALSO AROUND ELECTRICAL BOXES AND EQUIPMENT.
9.IMPACT FEES TO BE COLLECTED BY GARKANE ENERGY. IMPACT FEES TO BE CHARGED ARE BASED OFF SERVICE
MAIN SIZE. CONTACT GARKANE ENERGY REGARDING IMPACT FEE QUESTIONS.
10.METERS SHALL NOT BE LOCATED IN FENCED AREAS. METERS SHALL BE KEPT ACCESSIBLE AT ALL TIME.
11.DEPENDING ON TRANSFORMER LOCATION, TRANSFORMER MAY NEED BOLLARDS TO PROTECT IT FROM TRAFFIC.
CONTACT GARKANE ENERGY REGARDING TRANSFORMER PROTECTION.
1.9 SURVEY CONTROL
1.CONTRACTOR MUST PROVIDE A REGISTERED LAND SURVEYOR OR PERSONS UNDER THE SUPERVISION OF A
REGISTERED LAND SURVEYOR TO SET STAKES FOR THE ALIGNMENT AND GRADE OF EACH MAIN AND/OR FACILITY
AS SHOWN ON THE PLANS. THE STAKES SHALL BE MARKED WITH THE HORIZONTAL LOCATION (STATION) AND
VERTICAL LOCATION (GRADE) WITH CUTS AND/OR FILLS TO THE APPROVED GRADE OF THE MAIN AND OR FACILITY
AS SHOWN ON THE PLANS.
2.CONTRACTOR MUST PROVIDE A REGISTERED LAND SURVEYOR OR PERSONS UNDER THE SUPERVISION OF A
REGISTERED LAND SURVEYOR TO SET STAKES OF ALL PROPERTY CORNERS.
3.THE CONTRACTOR SHALL PROTECT ALL STAKES AND MARKERS FOR VERIFICATION PURPOSES.
4.CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING, MAINTAINING, OR RESTORING ALL MONUMENTS AND
REFERENCE MARKS WITHIN THE PROJECT SITE.
2.0 AMERICAN DISABILITIES ACT
1.PEDESTRIAN / ADA ROUTES SHALL MEET THE FOLLOWING SPECIFICATIONS:
*ROUTES SHALL HAVE A 2.00% (1:50) MAXIMUM CROSS SLOPE.
*ROUTES SHALL HAVE A 5.00% (1:20) MAXIMUM RUNNING SLOPE.
*RAMPS SHALL HAVE A 8.33% (1:12) MAXIMUM RUNNING SLOPE.
2.ADA PARKING STALLS AND ADJACENT ROUTES SHALL HAVE A 2.00% MAXIMUM SURFACE SLOPE IN ANY DIRECTION.
3.THE CONTRACTOR SHALL ADHERE TO THE ABOVE SPECIFICATIONS. IN THE EVENT OF A DISCREPANCY IN THE
CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER PRIOR TO ANY
CONSTRUCTION.
GENERAL NOTES
HILDALE CITY ENGINEER HILDALE CITY PUBLIC WORKS WATER DEPARTMENT
HILDALE CITY
GAS DEPARTMENT
HIILDALE CITY
COLORADO CITY FIRE DISTRICT
N
N
NOT TO SCALE
COLORADO CITY, AZ
OWNER:
HILDALE CITY
320 EAST NEWEL AVENUE
HILDALE, UT 84784
(435) 874-2323
ENGINEER:
CHARLES HAMMON, PE
1185 WEST UTAH AVENUE
HILDALE, UT 84784
(435) 619-4586
FEMA FLOOD DESIGNATION:
THIS SITE IS LOCATED IN ZONE 'X' (NOT A FLOOD ZONE) PER FEMA MAP
#49053C1165G.
UTILITY PROVIDERS
WATER HILDALE / COLORADO CITY UTILITIES
SEWER HILDALE / COLORADO CITY UTILITIES
ELECTRIC GARKANE ENERGY COOPERATIVE
TELEPHONE SOUTH CENTRAL COMMUNICATIONS
GAS HILDALE / COLORADO CITY UTILITIES
REFUSE HILDALE / COLORADO CITY UTILITIES
LANDFILL ARIZONA STRIP LANDFILL CORPORATION (9.5 MILES)
FIRE DISTRICT COLORADO CITY FIRE DEPARTMENTSEWER DEPARTMENT
HILDALE CITY
BUILDING DEPARTMENT
HIILDALE CITY
HILDALE WATERLINE EXTENSION
INNOVATION CENTER
WATERLINE CONSTRUCTION PLANS
HILDALE, UTAH
DESCRIPTION
REVISIONS
DESCRIPTION
REVISIONS
DATEDATEREV.REV.
DESIGNED BY:
DRAWN BY:
CAD DWG. FILE:
PROJECT NO:
FIELD CREW:
DATE:
CHECKED BY:
SHEET TITLE:
SHEET:OF
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DESCRIPTION
REVISIONS
DESCRIPTION
REVISIONS
DATEDATEREV.REV.
DESIGNED BY:
DRAWN BY:
CAD DWG. FILE:
PROJECT NO:
FIELD CREW:
DATE:
CHECKED BY:
SHEET TITLE:
SHEET:OF
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3/28/24
24-157-01
24-157-01_SITE
CWH
CWH
3/28/24
2
C-4.1
PLAN
UTILITY1
0 5050
N
1.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION
AVAILABLE AT THE TIME OF PREPARATION OF PLANS, AND NO GUARANTEE IS MADE AS TO ACCURACY OR COMPLETENESS OF THE INFORMATION
SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THOSE UTILITIES SHOWN ON
THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF CONTRACTOR'S FAILURE
TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR
AND ASSUMED INCLUDED IN THE CONTRACT.
2.ALL UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE LOCAL MUNICIPALITY CODES, STANDARDS, AND SPECIFICATIONS. INSTALLATION OF
UTILITIES SHALL CONFORM TO HILDALE CITY STANDARDS AND SPECIFICATIONS.
3.COORDINATE ALL UTILITY SERVICES WITH APPROPRIATE PROVIDER. EASEMENTS AND PERMITS TO BE OBTAINED BY DEVELOPER PRIOR TO
CONSTRUCTION.
4.NEW WATER LINES SHALL CONFORM TO THE AMERICAN WATER WORKS ASSOCIATION (AWWA) SPECIFICATIONS C200-86, AND ANY LOCAL
RESTRICTIONS. WATER LINES SHALL BE INSTALLED 4' (MIN.) BELOW FINISH GRADE FOR FROST PROTECTION.
5.FOR WORK PERFORMED WITHIN THE RIGHT-OF-WAY, A TRAFFIC CONTROL PLAN SHALL BE DEVELOPED AND IMPLEMENTED IN ACCORDANCE WITH
THE CURRENT FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD).
6.ALL EXCAVATIONS AND BACKFILL SHALL CONFORM TO HILDALE CITY STANDARDS AND SPECIFICATIONS.
7.14 GAUGE WIRE SHALL BE TAPED TO THE BOTTOM OF ALL WATER LINES FOR LOCATING PURPOSES. THE WIRE SHALL ALSO BE BROUGHT UP AT
EACH VALVE BOX AND HYDRANT.
8.INSTALL JOINT RESTRAINTS ON THE NEW PIPELINE. USE MEGA-LUG ON THE FITTINGS AND FIELD LOCK GASKETS ON THE REQUIRED LENGTH OF
RESTRAINED PIPE.
9.ALL MANHOLES, VALVE BOXES AND OTHER SIMILAR ITEMS SHALL HAVE CONCRETE COLLAR PER HILDALE CITY STANDARDS.
KEY NOTE LEGEND
UTILITY PLAN NOTES
HD-0-3-32-110
CENTENNIAL UTAH PROPERTIES
HD-SHCR-5-3
A J RICHTER ENTERPRISES INC
HD-SHCR-5-2
JNJ RESOURCES LLC
HD-SHCR-5-5
LAMONT JESSOP
HD-SHCR-5-4
A J RICHTER ENTERPRISES INC
HD-SHCR-4-6
NATHAN TIMPSON
HD-SHCR-4-7
RED ACORN MGMT LLC
HD-SHCR-4-5
JARED & MISTY NICOL
HD-SHCR-4-1
RED ACORN MGMT LLC
THE HEIGHTS SUBDIVISION
HD-SHCR-5-1
HILDALE TOWN
CORP.
HD-SHCR-4-34
JARED & MISTY NICOL
HD-SHCR-4-33-PT-C
PLUSONE CO.
HD-SHCR-5-6
GRAND AMERICAN LAND, LLC
EXISTING 6" WATERLINE
LOCATE END OF EXISTING WATERLINE. CONFIRM SIZE AND TYPE OF EXISTING. CONNECT TO EXISTING TEE & INSTALL REDUCER IF
NECCESSARY. SEE DETAIL A2, SHEET C-5.1 FOR TRENCHING & DETAIL A4, SHEET C-5.1 FOR JOINT RESTRAINTS.
REMOVE PORTION OF EXISTING 6" WATERLINE. CONNECT END OF EXISTING 6" PVC WATERLINE WITH 8"x6" REDUCER AND JOINT RESTRAINTS
AS INDICTED IN DETAIL A4, SHEET C-5.1.
PROPOSED 8" PVC C-900 WATERLINE. SEE DETAIL A2, SHEET C-5.1 FOR TRENCHING & DETAIL A4, SHEET C-5.1 FOR JOINT RESTRAINTS.
PROPOSED 3/4" WATER SERVICE LINE & METER SET. SEE DETAIL C2, SHEET C-5.1. CONFIRM WATER METER SERVICE SIZE WITH HILDALE CITY.
INSTALL 4" FIRE SUPPRESSION LINE. CONNECT TO MAIN WITH 4"x8" REDUCER AND VALVE IN STREET. CAP FIRE SUPPRESSION LINE WITH
BOLTED END CAP.
PROPOSED FIRE HYDRANT ASSEMBLY PER DETAIL B2, SHEET C-5.1.
INSTALL 20' OF NEW 8" PVC WATERLINE WITH BOLTED END CAP AT END
INSTALL 8" CROSS WITH 8" GATE VALVES ON EACH END
INSTALL 8" GATE VALVE ON NORTH END OF TEE
LOCATE END OF EXISTING WATERLINE. CONFIRM SIZE AND TYPE. INSTALL 8" TEE WITH GATE VALVES IN EACH END. INSTALL REDUCER ON
BRANCH END AS NEEDED DEPENDING ON SIZE OF EXISTING WATERLINE.
1
2
3
4
5
6
7
8
9
10
11
1
1
23
3
EX. GAS MAIN
444
4
4
4
4
4
5
6
7
10
9
9
9
8
7
7 7
7
7
11
8
EX. WATERLINE
EX. FIRE HYDRANT
8
8
8
DESCRIPTION
REVISIONS
DESCRIPTION
REVISIONS
DATEDATEREV.REV.
DESIGNED BY:
DRAWN BY:
CAD DWG. FILE:
PROJECT NO:
FIELD CREW:
DATE:
CHECKED BY:
SHEET TITLE:
SHEET:OF
11
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3
3/28/24
24-157-01
24-157-01_SITE
CWH
CWH
3/28/24
3
C-5.1
DETAILS
A4
A2
D4 C4 B4
C2 FIRE HYDRANT ASSEMBLY DETAILD2 B2 TRENCH DETAIL
DETAILCONCRETE COLLAR DETAIL
CULINARY WATER CONNECTION DETAIL
DETAIL
"L"
20' MIN20' MIN
"
L
"
"L"
"L"
"L"BEND ANGLE
BEND ANGLE
PVC PIPE JOINT RESTRAINT DETAIL
TRENCH BACKFILL AND REPAIR
NOTES
1.ALL EXCAVATIONS WITHIN PUBLIC
RIGHT-OF-WAY REQUIRE AN
ENCROACHMENT PERMIT FROM THE
CITY ENCROACHMENT OFFICER.
2.MINIMUM THICKNESS OF ASPHALT AND
BASE SHALL BE AS OUTLINED IN THE
ROADWAY STRUCTURAL
REQUIREMENTS. IN NO CASE SHALL
THE THICKNESS BE LESS THAN THE
EXISTING
3.FOUNDATION MATERIAL SHALL BE
USED WHEN TRENCH BOTTOM IS
UNSTABLE
4.ALL STATE HIGHWAY CROSSINGS
SHALL BE APPROVED BY THE U.D.O.T.
DISTRICT ENGINEER (U.D.O.T. PERMIT
REQUIRED)
5.MINIMUM COMPACTION SHALL BE 95%.
WHEN APPROVED FLOWABLE FILL OR
SLURRY IS USED COMPACTION
TESTING WILL NOT BE REQUIRED
6.WHEN MATERIAL UNDER THE 6"
OVERCUT SLUFFS OFF OR IS REMOVED,
BASE SHALL BE COMPACTED, TO THE
BOTTOM LEVEL OF EXISTING ASPHALT.
AN ADDITIONAL 6" IN WIDTH OF
ASPHALT SHALL BE CUT, REMOVED
AND REPLACED AS PART OF THE
OVERALL PATCH
7.WHERE ROAD SECTION HAS A
DESIGNED GRANULAR SUB-BASE, IT
SHALL BE REPLACED IN KIND OR WITH
ROAD BASE GRAVEL
8.IN GENERAL, STREET SURFACES LESS
THAN 24 MONTHS OLD WILL NOT BE
CUT. IF A CUT MUST BE
MADE,ADDITIONAL, STRICTER
REQUIREMENTS MAY BE INVOKED, SEE
ENCROACHMENT OFFICER
9.24 HOUR NOTICE REQUIRED ON ALL
INSPECTIONS
10.ALL TRENCH BACKFILL SHALL MEET
MINIMUM COMPACTION REQUIREMENTS
11.EXCLUDING EMERGENCY CLOSURES
ALL ROAD CLOSURES AND DETOURS
REQUIRE 48 HOURS PRIOR NOTICE
CONCRETE COLLAR
FOR MANHOLES AND VALVE BOXES
DETAIL