HomeMy WebLinkAboutDDW-2025-005016INTERSTATE 84
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FROM SURVEY
SOUTH 4
EAST BETWEEN THE SOUTH QUARTER CORNER AND THE SOUTHEAST CORNER OF SECTION , TOWNSHIP NORTH, RANGE 1 EAST,
SALT LAKE BASE MERIDIAN
PLAT 3C BOOSTER PUMP STATION CONSTRUCTION DOCUMENTS
FOR
WASATCH PEAKS RANCH
SECTION 14 TOWNSHIP 4 NORTH, RANGE 1 EAST
MORGAN COUNTY, UTAH
VICINITY MAP
NORTH
BASIS OF BEARING
LEGAL DESCRIPTION
BENCHMARK
CONSULTANTS
CIVIL ENGINEER:
SURVEYOR:
GEOTECHNICAL ENGINEER:
AGENCY CONTACTS
SITE INFORMATION
FROM SURVEY
TOTAL SITE AREA LIMITS OF CONSTRUCTION .3 ACRES 1, S.F.
PLANNING:
ENGINEERING:
GAS SERVICE:
ELECTRIC:
PROPERTY OWNER:
ENVIRONMENTAL SCIENTIST:
C.
1.PRO-ECT COORDINATES WERE COMPUTED FROM A MODIFIED STATE PLANE UTAH NORTH =ONE 431 US FOOT.
.PRO-ECT COORDINATES HAVE BEEN GENERATED BY A STATIC SURVEY. ALL COORDINATES LISTED IN THESE TABLES ARE PRO-ECT BASED
COORDINATES.
3.COMBINED SCALE FACTOR 1.311
4.GEOID MODEL 1A
.LOCAL SITE
LATITUDE N41
.
LONGITUDE W1114
3 .43
HEIGHT 4.
.FALSE NORTHING OFFSET: 3,,.
FALSE EASTING OFFSET:1,,.
SURVEY CONTROL NOTES
PROPERTY LINE (TYP.)
UTAH DEPARTMENT OF ENVIRONMENTAL QUALITY:
PROJECT
LOCATION
WPR UTILITY DISTRICT
WPR ROAD AND FIRE DISTRICT
PLAT 3C BOUNDARY BOHMAN PROPERTY
PEAKS VIEW ROAD
NORTH VILLAGE
WASATCH PEAKS ROAD
MEADOWS VIEW DRIVE
WASATCH PEAKS ROAD
S-GENERAL STRUCTURAL NOTES
S-1 SPECIAL INSPECTION MATRICES
S-1TYPICAL DETAILS AND ABBREVIATIONS
S-11 FOUNDATION PLAN
S-1 FOUNDATION DETAILS
EELECTRICAL COVER SHEET
E1 ELECTRICAL GENERAL NOTES
EPOWER SINGLE LINE DIAGRAM
E3 ELECTRICAL DETAILS
ES11 SITE PLAN VIEW
ES1ENLARGED SITE PLAN VIEW
ES13 ENLARGED VIEW
I1 INSTRUMENTATION BILL OF MATERIALS LEGEND
I11 INSTRUMENTATION PANEL LAYOUT
I31 INSTRUMENTATION DC WIRING DIAGRAM
SHEET LIST TABLE
SHEET NO.SHEET TITLE
C.COVER SHEET
C.1 GENERAL NOTES
C.OVERALL
W1.BOOSTER PUMP STATION SITE GRADING PLAN
W.BOOSTER PUMP STATION YARD PIPING - SUCTION
W.1 BOOSTER PUMP STATION YARD PIPING - DISCHARGE
D1.DETAILS I
D1.1 DETAILS II
D1.DETAILS III
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ENGINEERING GRADING NOTES
PLAT 3C BOOSTER PUMP STATION GENERAL NOTES MATERIALS NOTESGENERAL NOTES
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Model
Design Flow Rate:
Minimum Power:
GPM #
Volt
HPPump
DESIGN SPECIFICATIONS
Duty Pump Details:GPM #
PSI Boost
Phase
TDH
VP3V;-13;;;B43OAS-4-SS
4
13
411
3
BOOSTER SYSTEM
PUMP STATION
WASATCH PEAKS
60% Pre-Final
PART NO:
TITLE:
PROJECT:
MATERIAL
D 1 OF 1REV
PRECISION PUMPING SYSTEMS6515 BUSINESS WAY
BOISE, IDAHO 83716
208-323-5300
www.gopps.us
LEVEL:
SIZE:SCALE:DATE: 2/14/2025 SHEET:
UNLESS OTHERWISE SPECIFIED:
DIMENSIONS ARE IN INCHES
TOLERANCES:
FRACTIONAL: ±1/8"ONE PLACE DECIMAL: ±.10
TWO PLACE DECIMAL: ±.05
DO NOT SCALE DRAWING
NTSDRAWN: ACL
3V-4-NJ-NF-FM-CT-PT
JOB:
SALESMAN:
Rob Dickson
PRE-FABBED CONCRETE
COLOR - NA
POTABLE
Piping: SS 304, NSF NAPGUARD BLUE,
NOT FOR CONSTRUCTION; NOT FOR FABRICATION
REV.DESCRIPTION DATE APVD
REVISIONS
ITEM NO.DESCRIPTION Size QTY.
1 AC, MINI-SPLIT AIR HANDLER 1
2 AC, MINI-SPLIT AIR HANDLER 1
3 BUILDING, PRE-CAST CONCRETE 126"x288"1
4 CONTROL PANEL 1
5 DEHUMIDIFIER 50 PTD 2
6 DISMANTLING JOINT 4"2
7 DRAIN, FLOOR 6"3
8 DRIVE, VFD 3
9 EXHAUST FAN 12"2
10 EXIT SIGN, EMERGENCY LIGHT 2
11 FIRE EXTINGUISHER (48" AFF)20LB 2
12 FLOW METER, BADGER 4"1
13 GFCI OUTLET 15A 8
14 HVAC, MINI-SPLIT CONDENSER 1
15 HVAC, MINI-SPLIT CONDENSER 1
16 JIB CRANE 1
17 LIGHT FIXTURE, EXTERNAL 2
18 LIGHT FIXTURE, LED 24"3
19 LIGHT SWITCH 4
20 LOAD CENTER (P-1)1
21 LOUVER GRILLE 12" X 12"4
22 LOUVER, WALL, GRAVITY 12" X 12"1
23 MAIN DISTRIBUTION PANEL (MDP-1)1
24 PUMP, VMS, 22SV 20HP 3
25 PRESSURE SENSOR, -14.5..362.5PSI, LED
DISPLAY, 4-20MA, IFM 1/4"1
26 PRESSURE SENSOR, -14.5..145PSI, LEDDISPLAY, 4-20MA, IFM 1/4"1
27 PRESSURE GAUGE, 100PSI, NSF 2-1/2"1
28 PRESSURE GAUGE, 300PSI, NSF 2-1/2"1
29 RADIANT HEATER, 46IN 3
30 SAMPLE TAP 1/2"1
31 SENSOR, INTRUSION 2
32 SHUTTER, 10"10"1
33 SMOKE ALARM, GENTEX 2
34 STATIC MIXER 4"1
35 THERMOSTAT 2
36 TRANSFORMER 1
37 VALVE, AIR RELIEF 3/4"5
38 VALVE, BUTTERFLY, LUG, LEVER, 250 PSI 2"7
39 VALVE, BUTTERFLY, LUG, LEVER, 250 PSI 4"2
40 VALVE, CHECK, SILENT 2"3
41 VALVE, SURGE ANTICIPATION 2"1
1
PLAN VIEW
1
1
11
311 3
1
3 4 31 1 3311111
13
3331 3 3
3141
1
1 CHEMICAL ROOM FOR
FUTURE EQUIPMENT
13
NEC WORKING SPACE
KEEP CLEAR
AA
3
NOTE
TOTAL ESTIMATED WEIGHT: , LBS
3
4
4
33
DUTY PUMP
1
SECTION A-A
1
1 133 11
14
FRONT VIEW
4 SUCTION
FINAL CONNECTIONS AND
FINAL FITTINGS BY OTHERS
4 DISCHARGE
FINAL CONNECTIONS AND
FINAL FITTINGS BY OTHERS
1 DRAINS
33
B
B 1
1
SECTION B-B
SAV DISCHARGE, PIPING AND
FINAL CONNECTIONS BY
OTHERS . PPS RECOMMENDS
DISCHARGE TO CISTERN OR
CITY SUPPLIED DRAIN
END VIEW
SHIM PACK
SHIM PACK
1 BLOWOUT
1 PORT
1 PORT
1-1 PORT
34
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4.00 DOCUMENTS AND LIMITATIONS
4.01 THESE STRUCTURAL DOCUMENTS, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT
OF SERVICE, ARE INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND
IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND
ASSOCIATES, INC. MUST BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.
4.02 IT IS UNDERSTOOD THAT THE CONSULTANT MAKES NO WARRANTY, EITHER EXPRESSED OR IMPLIED, AS TO FINDINGS,
DESIGNS, RECOMMENDATIONS, SPECIFICATIONS, OPINION, OR PROFESSIONAL ADVICE, EXCEPT THAT THESE INSTRUMENTS OF
SERVICE HAVE BEEN PREPARED IN ACCORDANCE WITH THE CURRENT GENERALLY ACCEPTED PROFESSIONAL ENGINEER
PRACTICES.
4.03 ALL NON-STRUCTURAL ELEMENTS INDICATED ON THE STRUCTURAL DRAWINGS HAVE BEEN SHOWN IN GENERAL TO THE
RELATIONSHIP TO THE STRUCTURAL ELEMENTS ONLY. ACCORDINGLY, THEY MUST NOT BE ASSUMED TO BE ACCURATE AND
REFERENCE MUST BE MADE TO THE APPROPRIATE CONSULTANT(S), PLANS, AND SPECIFICATIONS.
4.04 NOTES ON THIS AND THE FOLLOWING SHEETS ARE PART OF THE PROJECT REQUIREMENTS BUT ARE NOT INTENDED TO
REPLACE THE PROJECT SPECIFICATIONS. IN CASE OF CONFLICTS BETWEEN THE REQUIREMENTS OF THE SPECIFICATIONS
AND THESE NOTES, THE MORE STRINGENT REQUIREMENT MUST APPLY.
4.05 IT MUST BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE LOCATION OF EMBEDDED ITEMS, SLEEVES,
ANCHORS, AND PENETRATIONS AS REQUIRED AND/OR FURNISHED BY THE OTHER TRADES.
5.01 IT IS UNDERSTOOD THAT THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL
SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK ON THE PROJECT. THE CONTRACTOR MUST TAKE
ALL NECESSARY PRECAUTIONS FOR THE SAFETY OF THE PERSONS AND PROTECT THEM AGAINST INJURY. LIKEWISE, THE
CONTRACTOR MUST PROTECT ALL PROPERTY AGAINST DAMAGE OR LOSS.
5.02 THE CONTRACTOR MUST COMPLY WITH ALL APPLICABLE LAWS, ORDINANCES, RULES, REGULATIONS, AND ORDERS OF ANY
PUBLIC BODY HAVING JURISDICTION FOR THE SAFETY OF PERSONS OF PROPERTY.
5.03 THE CONTRACTOR'S DUTIES AND RESPONSIBILITIES FOR THE SAFETY AND PROTECTION OF THE WORK MUST CONTINUE
UNTIL SUCH TIME AS THE WORK IS SATISFACTORILY COMPLETED, AND THE ENGINEER OF RECORD HAS ISSUED A NOTICE TO
THAT EFFECT TO THE OWNER AND THE CONTRACTOR.
5.04 ALL STRUCTURAL MEMBERS SHOWN HEREIN HAVE BEEN DESIGNED FOR THE FINAL DESIGN LOADS PROVIDED IN THIS
DOCUMENT IN THE FINAL ERECTED CONDITION SHOWN HEREIN. THE CONTRACTOR IS RESPONSIBLE FOR CONDITIONS
ENCOUNTERED DURING ERECTION AND HANDLING AND NECESSARY TEMPORARY BRACING AND SHORING. SHORING AND
BRACING SHALL BE DESIGNED TO PRECLUDE ANY STRUCTURAL ELEMENT FROM BEING OVERSTRESSED AT ANY POINT
DURING CONSTRUCTION. SHORING SHALL BE DESIGNED BY A PROFESSIONAL ENGINEERED LICENSED IN THE STATE OF UTAH
AND DRAWINGS SHALL BE SIGNED AND SEALED.
3.01 BEFORE STARTING WORK, CONTRACTOR MUST VERIFY ALL DIMENSIONS ON THE SITE, AND REPORT ANY DISCREPANCIES
IMMEDIATELY TO THE ENGINEER OF RECORD.
3.02 THE CONTRACTOR, BEFORE STARTING ANY WORK, MUST CHECK ALL DIMENSIONS GIVEN ON THE STRUCTURAL DRAWINGS,
RELATING TO GRID LINES, COLUMN AND WALL LOCATIONS, STRUCTURAL AND FINISHED FLOOR ELEVATIONS, MEMBER SIZES,
ETC., WITH THE PRECAST AND CIVIL DRAWINGS. IF ANY DISCREPANCY IS NOTICED, IT MUST BE IMMEDIATELY BROUGHT TO THE
ATTENTION OF THE ENGINEER, AND WORK MUST NOT COMMENCE UNTIL INSTRUCTIONS ARE RECEIVED FROM THE
ENGINEER.
3.03 THE CONTRACTOR MUST REFER TO THE ENGINEER OF RECORD FOR HIS INSTRUCTIONS FOR ANY DIMENSION NOT GIVEN ON OR
OBTAINABLE FROM THE CONSTRUCTION DRAWINGS. THE CONTRACTOR MUST NOT USE SCALE TO OBTAIN OR VERIFY ANY
DIMENSION SHOWN ON THE CONSTRUCTION DRAWINGS.
6.01 REVIEW OF SHOP DRAWINGS BY THE ENGINEER OF RECORD IS LIMITED TO COMPLIANCE OF THE COMPLETED STRUCTURE
WITH THE DESIGN CONCEPT AND INFORMATION GIVEN IN THE PLANS AND SPECIFICATIONS. THE CONTRACTOR IS SOLELY
RESPONSIBLE FOR DIMENSIONS, QUANTITIES, PERFORMANCE, SAFETY, COORDINATION WITH OTHER WORKS, AND ALL
OTHER REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. REVIEW DOES NOT AUTHORIZE CHANGES TO CONTRACT.
6.02 THE CONTRACTOR MUST SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR HIS REVIEW IN ACCORDANCE WITH A SCHEDULE
OF SUBMITTALS ACCEPTABLE TO THE ENGINEER. THESE SHOP DRAWINGS MUST HAVE BEEN CHECKED BY, AND STAMPED
WITH THE APPROVAL OF THE CONTRACTOR, AND IDENTIFIED AS THE ENGINEER MAY REQUIRE. THE DATA SHOWN ON THE
SHOP DRAWINGS MUST BE COMPLETE WITH RESPECT TO DIMENSIONS, DESIGN CRITERIA, AND DULY SIGNED AND SEALED
BY A PROFESSIONAL ENGINEER (WHERE APPLICABLE).
13.01 IN CAST-IN-PLACE CONCRETE WORK, NO OPENINGS MUST BE PERMITTED IN SLABS WITHIN A DISTANCE OF EIGHT INCHES FROM
THE FACE OF A COLUMN OR EDGE OF SLAB. OPENINGS BETWEEN EIGHT TO TWENTY FOUR INCHES FROM THE FACE OF THE
COLUMN OR EDGE OF SLAB MUST NOT GENERALLY BE PERMITTED EXCEPT WITH THE SPECIFIC APPROVAL OF THE ENGINEER
OF RECORD. OPENINGS LOCATED GREATER THAN TWO FEET FROM THE FACE OF THE COLUMN OR EDGE OF SLAB ARE
GENERALLY PERMITTED, SUBJECT TO APPROVAL OF THE ENGINEER OF RECORD.
13.02 OPENINGS IN CONCRETE WALLS MAY BE PERMITTED SUBJECT TO THE APPROVAL OF THE ENGINEER OF RECORD.
13.03 NO DRILLING THROUGH SLABS, BEAMS, COLUMNS, OR WALLS MUST BE CARRIED OUT EXCEPT WITH THE SPECIFIC APPROVAL OF
THE ENGINEER OF RECORD. SUCH APPROVAL, IF GRANTED, MUST BE ON A CASE BY CASE BASIS.
8.01 WRITTEN AUTHORIZATION FROM THE STRUCTURAL ENGINEER OF RECORD IS REQUIRED FOR ALL FIELD MODIFICATIONS TO THE
STRUCTURAL SYSTEM INCLUDING, BUT NOT LIMITED TO, CUTTING OR DRILLING THROUGH ANY STRUCTURAL ELEMENT, CUTTING
OR DRILLING THROUGH ANY STRUCTURAL ELEMENT, CUTTING OR THE RELOCATION OF MILD STEEL REINFROCEMENT, EMBED
PLATES AND BOLTS AND PRECAST WALL CONNECTIONS, ETC.
5.00 CONSTRUCTION SAFETY
3.00 DIMENSIONS
6.00 SHOP DRAWINGS
8.00 FIELD MODIFICATION
13.00 OPENINGS IN SLABS, BEAMS AND WALLS
12.00 REINFORCED CONCRETE (CAST-IN-PLACE)
12.01 ALL CONCRETE SHALL BE CONSTRUCTED IN ACCORDANCE WITH IBC CHAPTER 19 & ACI-318, LATEST CODE ADOPTED EDITION.
12.02 ALL REINFORCING SHALL BE DETAILED, FABRICATED, & PLACED IN ACCORDANCE WITH CRSI 'MANUAL OF STANDARD
PRACTICE,' LATEST EDITION, AND THE LATEST REVISION OF THE ACI DETAILING MANUAL.
12.03 ALL CAST-IN-PLACE CONCRETE AND POST INSTALLED ANCHORS SHALL BE DESIGNED IN ACCORDANCE WITH APPENDIX D OF
ACI-318 AS MODIFIED BY THE APPLICABLE BUILDING CODE.
12.04 SPACING OF CONSTRUCTION OR CONTROL JOINTS IN WALLS EXPOSED TO VIEW SHALL NOT EXCEED 40 FEET UNLESS
SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. CUT HALF OF THE HORIZONTAL REINFORCING AT CONTROL JOINTS.
12.05 SLEEVES EMBEDDED IN SLABS AND WALLS SHALL BE LOCATED CLEAR BETWEEN REINFORCING BARS AND SHALL MAINTAIN
CLEAR SPACING EQUAL TO THE DIAMETER OF THE LARGEST SLEEVE IN ANY DIRECTION. SLEEVE GROUPS THAT DO NOT
COMPLY WITH THE ABOVE REQUIREMENTS SHALL BE CONSIDERED AS AN OPENING AND REINFORCED PER NOTE, BELOW.
12.06 UNLESS NOTED OTHERWISE ON THE DRAWINGS: PROVIDE EXTRA REINFORCING ON ALL SIDES OF ALL MISCELLANEOUS WALL
AND SLAB OPENINGS EQUAL TO ONE HALF THE INTERRUPTED REINFORCING BARS EACH SIDE, BUT NOT LESS THAN 2 - #5 FOR
EACH LAYER OF REINFORCEMENT. EXTEND BARS CLAS 'B' LAP LENGTH, BUT NOT LESS THAN TWO FEET BEYOND EDGE OF
OPENINGS. PROVIDE 2 - #5X4'-0" DIAGONAL BARS AT EACH CORNER FOR EACH LAYER OF REINFORCEMENT.
12.07 IN CAST-IN-PLACE CONCRETE WORK, NO OPENINGS SHALL BE PERMITTED IN SLABS WITHIN A DISTANCE OF EIGHT INCHES
FROM THE FACE OF A COLUMN OR EDGE OF SLAB. OPENINGS BETWEEN EIGHT TO 24 INCHES FROM THE FACE OF THE
COLUMN OR EDGE OF SLAB SHALL NOT GENERALLY BE PERMITTED EXCEPT WITH THE SPECIFIC APPROVAL OF THE ENGINEER.
OPENINGS LOCATED GREATER THAN TWO FEET FROM THE FACE OF THE COLUMN OR EDGE OF SLAB ARE GENERALLY
PERMITTED, SUBJECT TO APPROVAL OF THE ENGINEER.
12.08 NO DRILLING THROUGH WALLS SHALL BE CARRIED OUT EXCEPT WITH THE SPECIFIC APPROVAL OF THE ENGINEER. SUCH
APPROVAL, IF GRANTED, SHALL BE ON A CASE-BY-CASE BASIS. CONRACTOR SHALL BE RESPONSIBLE FOR VERYFYING
REINFORCEMENT LAYOUT USING NDT PRIOR TO DRILLING INTO CAST CONCRETE.
12.09 ALL SHOP DRAWINGS PERTAINING TO REBAR DETAILS SHALL BE SUBMITTED TO THE ENGINEER FOR HIS/HER REVIEW.
CONCRETE MIX DESIGN FOR ALL CONCRETE WORK IS REQUIRED TO BE SUBMITTED TO THE ENGINEER FOR REVIEW.
12.10 CONCRETE SUPPLIER SHALL HAVE A QUALITY CONTROL PROCEDURE FOR THE PRODUCTION OF ALL CONCRETE AND MUST BE
ACCEPTABLE TO THE ENGINEER AND MEETS CURRENT ACI STANDARDS.
12.11 CONSTRUCTION JOINTS SHALL BE AS APPROVED BY THE STRUCTURAL ENGINEER AND THE ARCHITECT.
12.12 EMBEDDED ITEMS THAT WILL SUPPORT STRUCTURAL STEEL CONSTRUCTION SHALL BE PLACED WITHIN THE TOLERANCES
PRESCRIBED IN THE LATEST EDITION OF THE AISC 'CODE OF STANDARD PRACTICE.' GENERAL CONTRACTOR SHALL FIELD
VERIFY LOCATION OF EMBEDDED ITEMS PRIOR TO FABRICATION AND DELIVERY OF STRUCTURAL STEEL TO THE PROJECT
SITE. SHOP DRAWINGS FOR CAST-IN-PLACE CONCRETE SHALL INCLUDE LOCATIONS AND COORDINATION FO ALL EMBEDS,
INCLUDING PRECAST SUPPORTS.
12.13 LAP SPLICES ARE ALL CLASS B TENSION LAP SPLICES, UNO.
12.14 PROVIDE A 3/4" CHAMFER ON ALL EXPOSED CORNERS OF CONCRETE.
12.15 THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT:
A. CONCRETE CAST AGAINST & PERMANENTLY EXPOSED TO EARTH = 3"
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
#6 THROUGH #18 BARS = 2"
#5 AND SMALLER BARS = 1 1/2"
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
#14 THROUGH #18 BARS = 1 1/2"
#11 AND SMALLER BARS = 3/4"
9.00 FOUNDATIONS
9.01 FOUNDATIONS, FOUNDATION WALLS, FOUNDATION DRAINAGE, AND OTHER ITEMS RELATED TO THE SOILS ARE DESIGNED AND
SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL INVESTIGATION PRODUCED
BY LANGAN ENGINEERING AND ENVIRONMENTAL SERVICES, LLC. FOR PP3C BOOSTER PUMP STATION, LANGAN PROJECT
NO. 170529901, DATED MARCH 27, 2025 AND EMAIL DATED APRIL 3RD, 2025.
9.02 DESIGN ALLOWABLE SOIL BEARING CAPACITY = 3000 PSF
9.03 SOIL UNIT WEIGHT = 125 PCF
9.04 MINIMUM DEPTH FROM EXTERIOR GRADE TO BOTTOM OF BUILDING PERIMETER FOOTINGS SHALL BE 36".
9.05 ACTIVE PRESSURE = 25 PSF/FT
9.06 SOIL FRICTION COEFFICIENT = 0.45
1.01 BUILDING CODE INTERNATIONAL BUILDING CODE 2018 (2018 IBC)
2018 UTAH STATE BUILDING CODE (2018 IBC)
1.02 BUILDING RISK CATEGORY = III
1.03 DESIGN LOADS
A. DEAD LOAD:345 PSF (TO BE CONFIRMED BY PRECAST MANUFACTURER)
B. LIVE LOAD:
ROOF LIVE LOAD =20 PSF
C. SNOW LOAD:
GROUND SNOW LOAD =104 PSF
SNOW EXPOSURE FACTOR, Ce =0.9
SNOW LOAD IMPORTANCE FACTOR, IS =1.0
THERMAL FACTOR, Ct =1.0
FLAT-ROOF SNOW LOAD, pf =72.1 PSF
D.WIND LOAD:
DESIGN WIND SPEED, V =109 MPH
WIND EXPOSURE =C
INTERNAL PRESSURE COEFFICIENT, GCpi =+/-0.55
E. EARTHQUAKE DESIGN DATA: PARAMETERS BASED ON THE GEOTECHNICAL INVESTIGATION PRODUCED BY LANGAN
ENGINEERING AND ENVIRONMENTAL SERVICES, LLC. FOR PP3C BOOSTER PUMP STATION, LANGAN PROJECT
NO. 170529901, DATED MARCH 27, 2025.
IMPORTANCE FACTOR, IE =1.25
SITE CLASS =D DEFAULT
SPECTRAL RESPONSE ACCELERATION, SS = 0.862g
SPECTRAL RESPONSE ACCELERATION, S1 = 0.312g
SPECTRAL RESPONSE ACCELERATION, SDS = 0.690g
SPECTRAL RESPONSE ACCELERATION, SD1 = 0.413g
SEISMIC DESIGN CATEGORY =D
BASIC SEISMIC FORCE RESISTING SYSTEM =INTERMEDIATE PRECAST SHEAR WALLS
(TO BE CONFIRMED BY PRECAST MANUFACTURER)
1.00 DESIGN LOADS
2.00 FUTURE EXPANSION
2.01 THE PROJECT IS NOT DESIGNED FOR FUTURE EXPANSION.
7.01. DELEGATED DESIGNS ARE DEFINED AS THOSE PORTIONS OF THE DESIGN THAT ARE SUBMITTED AT THE TIME OF THE PERMIT
APPLICATION BUT CONTAIN STRUCTURAL DESIGN ELEMENTS DESIGNED BY AN ENGINEER OTHER THAN THE REGISTERED
DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE, PANGOLIN STRUCTURAL.
7.02. THE DELEGATED DESIGNS LISTED BELOW HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO THE
DESIGN CRITERIA OF THE BUILDING, BUT THE ENGINEERING CONTAINED WITHIN IS THE RESPONSIBILITY OF THE LICENSED
DESIGN PROFESSIONAL WHO HAS SEALED THE DOCUMENTS.
7.03. DELEGATED DESIGN ITEMS INCLUDE:
PRECAST CONCRETE BUILDING
7.00 DELEGATED DESIGN
10.00 CONCRETE MATERIAL PROPERTIES
10.01 READY-MIX CONCRETE WORK SHALL CONFORM TO ASTM C94.
10.02 STRUCTURAL CONCRETE MATERIALS SHALL CONFORM TO THE FOLLOWING:
A. TYPE II/IL PORTLAND CEMENT - ASTM C150
B. AGGREGATES (3/4" MAX) - ASTM C33
C. AIR ENTRAINING (6% +/- 1.5% AT RETAINING WALL FOOTINGS, 2% +/- 1% UNO)
D. WATER REDUCING - ASTM C494
E. FLY ASH (MAX 25% BY WEIGHT), TYPE F - ASTM C618
F. WATER - CLEAN AND POTABLE
G. REINFORCING STEEL: ASTM A615 GRADE 60
H. USE OF CALCIUM CHLORIDE IS NOT PERMITTED.
10.03 STRUCTURAL CONCRETE MIX SHALL CONFORM TO THE FOLLOWING:
A. CONCRETE MIXES AND EXPOSURE CLASS ACCORDING TO ACI 318:
CONCRETE: F'C PSI CLASS MAX WATER-TO-CEMENT RATIO
ALL CONCRETE 4500 F2 0.45
10.04 REQUIRED SLUMP: 4" + 1" (BEFORE ADDITION OF SUPERPLASTICIZER)
10.05 ALL CONCRETE MATERIALS, PLACING AND HANDLING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 318 AND ACI
301. CONCRETE WORK SHALL CONFORM TO THE CURRENT VERSION OF ACI 318.
10.06 SUBMITTALS:
A.. DETAILED SHOP DRAWINGS OF REINFORCING BARS SHOWING NUMBER, SIZE, AND LOCATION. INCLUDING BAR LISTS AND
BEND DIAGRAMS.
B. MIX DESIGNS FOR EACH TYPE OF CONCRETE SPECIFIED SHALL BE SUBMITTED FOR APPROVAL.
C. PRODUCT DATA AND MATERIAL CERTIFICATES.
11.00 REINFORCING
11.01 MATERIAL PROPERTIES: FY, KSI ASTM
A. ALL BARS UNLESS NOTED 60 A615
14.01 ALL PRECAST CONCRETE SHALL BE DESIGNED AND DETAILED BY THE CONTRACTOR. ALL PRECAST CONCRETE SHALL BE
DESIGNED BY AN ENGINEER LICENSED IN THE STATE IN WHICH THE PROJECT IS LOCATED. SUBMIT STAMPED SHOP DRAWINGS
AND CALCULATIONS TO THE ENGINEER OF RECORD FOR APPROVAL INDICATING ALL PRECAST CONCRETE MEMBERS,
CONNECTIONS, OPENINGS, CONCRETE COVER ON REINFORCEMENT, AND OTHER PRECAST CONCRETE RELATED ITEMS.
14.02 ALL PRECAST CONCRETE SHALL BE DESIGNED, FABRICATED, AND ERECTED IN ACCORDANCE WITH ACI 318 “BUILDING CODE
REQUIREMENTS FOR STRUCTURAL CONCRETE”.
14.03 PROVIDE PRECAST STRUCTURAL CONCRETE UNITS WHOSE FIRE RESISTANCE MEETS PRESCRIPTIVE REQUIREMENTS OF
AUTHORITIES HAVING JURISDICTION OR HAS BEEN CALCULATED ACCORDING TO ACI 216.1 OR PCI MNL 124, "DESIGN FOR FIRE
RESISTANCE OF PRECAST PRESTRESSED CONCRETE" AS ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION.
14.04 PROVIDE TEMPORARY STRUCTURAL FRAMING, SHORING, AND BRACING AS REQUIRED TO MAINTAIN POSITION, STABILITY, AND
ALIGNMENT OF UNITS UNTIL PERMANENT CONNECTIONS ARE COMPLETE.
14.05 ALL PRECAST CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITH A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 5000
PSI.
14.06 CONCRETE REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A706/A706M, GRADE 60. REINFORCING
STEEL TO BE WELDED SHALL BE ASTM A706.
14.07 GALVANIZE ALL STEEL CONNECTION MATERIAL EXPOSED TO WEATHER.
14.08 DESIGN AND PROVIDE ALL EMBEDDED ITEMS SHOWN ON THE CONTRACT DOCUMENTS TO RESIST THE LOADS INDICATED.
14.09 PRECAST CONCRETE ELEMENTS ARE A DEFERRED SUBMITTAL ITEM.
14.00 PRECAST CONCRETE
SHEET NUMBER
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15.01 SPECIAL INSPECTIONS WILL BE PROVIDED IN COMPLICANCE WITH THE 2018 IBC PER SECTION 17.
15.02 OWNER WILL ENGAGE A SPECIAL INSPECTOR AND QUALIFIED TESTING AND INSPECTING AGENCY TO PERFORM FIELD TESTS AND INSPECTIONS
AND PREPARE TEST REPORTS.
15.03 THE GENERAL CONTRACTOR SHALL ASSIST AND COOPERATE WITH AN INDEPENDENT TESTING LABORATORY (TO BE RETAINED BY THE
OWNER) WHICH SHALL CONDUCT ALL OF THE SPECIFIED TESTS REQUIRED FOR THE PROJECT AND REPORT THE RESULTS OF THESE TESTS
DIRECTLY AND PROMPTLY TO THE ENGINEER FOR HIS REVIEW.
15.04 CONTRACTOR SHALL NOTIFY SPECIAL INSPECTOR AND TESTING AGENCY AT LEAST 48 HOURS IN ADVANCE OF ITEMS REQUIRED FOR SPECIAL
INSPECTION.
15.05 ALL SPECIAL INSPECTION MONTHLY REPORTS SHALL BE SIGNED AND SEALED BY AN ENGINEER LICENSED IN THE STATE OF UTAH, WHO HAS
RESPONSIBLE CHARGE OF THE SPECIAL INSPECTIONS PROGRAM.
15.06 A SPECIAL INSPECTIONS MEETING SHALL BE HELD ON SITE WITH THE ENGINEER OF RECORD, CONSTRUCTION COORDINATOR, INDEPENDENT
TESTING AGENCY, AND SPECIAL INSPECTOR TO CLARIFY ALL SPECIAL INSPECTION REQUIREMENTS PRIOR TO BEGINNING TO WORK.
15.07 PORTIONS OF WORK REQUIRING SPECIAL INSPECTION:
I. FOUNDATION:
A. COMPACTED FILL, GRADING AND EXCAVATIONS
B. SEE IBC TABLE 1705.3 BELOW FOR ANY ADDITIONAL REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION
II. CONCRETE:
A. CONTINUOUS INSPECTION AND TEST CYLINDERS FOR STRUCTURAL CONCRETE EXCEPT FOUNDATION CONCRETE OF 2500 PSI
OR LESS
III. REINFORCING STEEL:
A. PLACING OF REINFORCING
B. SAMPLING AND TESTING OF STEEL (MILL REPORTS AND IDENTIFICATION OF STEEL)
C. SEE IBC TABLE 1705.3 BELOW FOR ANY ADDITIONAL REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION
IV. STRUCTURAL OBSERVATIONS REQUIRED AS BY THIS ENGINEER OR THE BUILDING DEPARTMENT, THE OWNER SHALL EMPLOY AN
ENGINEER APPROVED BY THIS ENGINEER TO PERFORM STRUCTURAL OBSERVATION AS DEFINED IN IBC SECTION 1704.6
15.00 SPECIAL INSPECTIONS
TABLE 1705.6 (IBC 2018)
REQUIRED VERIFICATION AND INSPECTION OF SOILS
VERIFICATION AND INSPECTION TASK CONTINUOUS DURING
TASK LISTED
PERIODIC
DURING TASK LISTED
1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY.
2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL.
3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS.
4. VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF
COMPACTED FILL
5. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED
PROPERLY.
- X
- X
- X
X -
- X
TABLE 1705.3 (IBC 2018)
REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION
TYPE CONTINUOUS
SPECIAL INSPECTION REFERENCED STANDARDa
PERIODIC
SPECIAL INSPECTION
1. INSTALLATION OF REINFORCING STEEL, INCLUDING
PRESTRESSING TENDONS, AND PLACEMENT.
-
-
X
FOR SI: 1 INCH = 25.4 mm
a: WHERE APPLICABLE, SEE ALSO SECTION 1705.12, SPECIAL INSPECTION FOR SEISMIC RESISTANCE.
b: SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE IN
ACCORDANCE WITH 17.8.2 IN ACI 318, OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECIAL INSPECTION
REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO COMMENCEMENT OF
THE WORK.
X-ACI 318: CH. 20, 25.2, 25.3, 26.5.1-26.5.3
IBC
REFERENCE
1908.4
2. REINFORCING BAR WELDING:
A. VERIFY WELDABILITY OF REINFORCING BARS OTHER
THAN ASTM A706;
B. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 5/16";
AND
C. INSPECT ALL OTHER WELDS.
X
X
-
AWS D1.4
ACI 318: 26.5.4
3. INSPECTION OF ANCHORS CAST IN CONCRETE X- ACI 318: 17.8.2
4. VERIFYING USE OF REQUIRED DESIGN MIX X-ACI 318: CH. 19, 26.4.3, 26.4.4 1904.1, 1904.2,
1908.2, 1908.3
5. AT THE TIME OF FRESH CONCRETE IS SAMPLED TO
FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM
SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE
TEMPERATURE OF THE CONCRETE.
6. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT
FOR PROPER APPLICATION TECHNIQUES.
7. INSPECTION OF MAINTENANCE OF SPECIFIED CURING
TEMPERATURE AND TECHNIQUES.
8. VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO
STRESSING OF TENDONS IN POST-TENSIONED CONCRETE AND
PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS
AND STRUCTURAL SLABS.
9. INSPECT FORMWORK FOR SHAPE, LOCATION AND
DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.
-X
-X
X-
X-
X-
ASTM C 172
ASTM C 31
ACI 318: 26.4.5, 26.12
ACI 318: 26.4.5
ACI 318: 26.4.7-26.4.9
ACI 318: 26.10.2
ACI 318: 26.10.1(b)
1908.10
1908.6, 1908.7,
1908.8
1908.9
YES NO N/A
SHEET NUMBER
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CORNER INTERSECTION
BAR WITH SAME SIZE AND
SPACING AS HORIZONTAL
REINFORCING -TYPICAL
NOTE:
CLASS "B" TENSION LAP SPLICE OR
24", WHICHEVER IS GREATER
FREE END
BAR WITH SAME SIZE
AND SPACING AS
HORIZONTAL
REINFORCING WITH
STANDARD 90° OR
180° HOOK -TYPICAL
NO
T
E
1
NOTE 1 NOTE 1 NOTE 1
NO
T
E
1
SECTIONX
X 4"
M
I
N
4"
M
I
N
MIN
8"
CONCRETE FOOTING
UTILITY PIPE TO CLEAR
SLEEVE BY 1/2" ALL
AROUND
NO UTILITIES TO
PASS THRU FOOTING
SLEEVE
CONCRETE FILL
(MINIMUM f'c = 500 PSI)
NOTES:
1. NO UTILITIES BELOW COLUMN
FOOTINGS
2. ADDITIONAL INFORMATION PER
MECHANICAL, PLUMBING,
ELECTRICAL AND CIVIL
MIN
8"
GREATER OF LAP
SPLICE LENGTH AND
5 TIMES SPACING
SPACING SHALL NOT
EXCEED 6"
WIRE TIES
CONTACT SPLICE DETAIL
BAR OFFSET
6 MIN
1
1d, (1" MIN), OR (4/3
AGGREGATE ⌀MIN)
BAR CLEARANCE
BEND AND HOOK DETAILS
COLUMN TIES / BEAM STIRRUPS / CROSSTIES
"d"
"d
"
"d
"
HO
O
K
12
d
,
9
0
°
4d, (2 1/2" MIN)
45°
RADIUS:
3d FOR BARS NOT OVER #8
4d FOR #9, #10 AND #11 BARS
5d FOR #14 AND #18 BARS
RADIUS = 5d FOR ALL GRADE 40
BARS WITH 180° HOOK
6d (3" MIN)
135°
BEND
RADIUS:
2d FOR BARS NOT OVER #5
3d FOR #6, #7, AND #8 BARS
6d (3" MIN) FOR BARS NOT OVER #5
12d FOR #6, #7, AND #8 BARS
CIRCULAR COLUMN /
DRILLED PIER TIES
STANDARD HOOK (90°
MINIMUM BEND) AROUND
VERTICAL -STAGGER HOOK
LOCATIONS AS REQUIRED
FOR SUCCESSIVE
CIRCULAR TIES
MINIMUM 6" OVERLAP
"CLOSED""OPEN"
90° BEND
135° BEND
6d
(3" MIN)
NON-CONTACT SPLICE DETAIL
CASE 1:
CLEAR SPACING OF BARS BEING SPLICED IS NOT LESS THAN 1 BAR DIAMETER, CLEAR COVER IS NOT LESS THAN 1 BAR
DIAMETER, AND TIES OR STIRRUPS ARE PRESENT THROUGHOUT THE SPLICE LENGTH NOT LESS THAN THE CODE MINIMUM
OR
THE CLEAR SPACING OF BARS BEING SPLICED IS NOT LESS THAN 2 BAR DIAMETERS AND CLEAR COVER IS NOT LESS THAN
1 BAR DIAMETER
CASE 2:
ALL OTHER CASES
NOTE:
TOP BARS, "T", ARE HORIZONTAL BARS WITH MORE
THAN 12" OF FRESH CONCRETE CAST BELOW THE
BAR. OTHER BARS, "O", ARE ALL VERTICAL BARS AND
HORIZONTAL BARS WITH LESS THAN 12" OF FRESH
CONCRETE CAST BELOW THE BAR
SPLICE LENGTH (INCHES)
CASTING POSITION
0.375"
22
CLASS B TENSION LAP SPLICE TABLE
#3
T O
CASE
1
2
3000 PSI
4000 PSI
5000 PSI
6000 PSI
3000 PSI
4000 PSI
5000 PSI
6000 PSI
28
1925
1722
1620
3342
2837
2533
2330
0.500"
29
#4
T O
38
2533
2329
2127
4356
3749
3444
3140
0.625"
36
#5
T O
47
3141
2836
2633
5470
4761
4254
3850
0.750"
43
#6
T O
56
3749
3444
3140
6584
5673
5065
4659
0.875"
63
#7
T O
81
5471
4963
4558
94122
81106
7395
6786
1.000"
72
#8
T O
93
6281
5672
5166
107139
93121
83108
7699
1.128"
81
#9
T O
105
7091
6381
5774
121157
105136
94122
86111
1.270"
91
#10
T O
118
79102
7192
6484
136177
118153
106137
96125
1.410"
101
#11
T O
131
87114
78102
7193
151196
131170
117152
107139
BAR SIZE
BAR DIAMETER
4500 PSI 2735 3647 4558 5369 77101 88115 100129 112145 124161
4500 PSI 1823 2431 3039 3647 6723 7752 8659 9767 83108
CORNER INTERSECTION
CORNER BAR WIITH
SAME SIZE AND
SPACING AS
HORIZONTAL
REINFORCING
ALTERNATE BENDS
NO
T
E
1
NOTE 1
NO
T
E
1
NOTE 1
NOTE:
CLASS "B" TENSION LAP SPLICE OR
24", WHICHEVER IS GREATER
FREE END
NOTE 1
BAR WITH SAME SIZE
AND SPACING AS
HORIZONTAL
REINFORCING WITH
STANDARD 90 DEG
OR 180 DEG HOOK
BAR WITH SAME
SIZE AND SPACING
AS HORIZONTAL
REINFORCING
ABBREVIATIONS
ACI AMERICAN CONCRETE INSTITUTE
ABC AGGREGATE BASE COURSE
AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL
AFF ABOVE FINISH FLOOR
AGG AGGREGATE
AHJ AUTHORITY HAVING JURISDICTION
AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION
ALT ALTERNATE
ARCH ARCHITECT OR ARCHITECTURAL DOCUMENTS
ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
AWS AMERICAN WELDING SOCIETY
BP BASE PLATE
BOD BOTTOM OF DECK
CC CONCRETE COLUMN
CB CONCRETE BEAM
CALCS CALCULATIONS
CJ CONTROL JOINT OR CONSTRUCTION JOINT
CJP COMPLETE JOINT PENETRATION WELD
CLR CLEAR
CMU CONCRETE MASONRY UNIT
C COLUMN
DEG DEGREE
DIA, Ø DIAMETER
DIM DIMENSION
DL DEAD LOAD
DN DOWN
DP DRILLED PIER
E MODULUS OF ELASTICITY
EOD EDGE OF ROOF DECK
EOS EDGE OF SLAB
EOR ENGINEER OF RECORD
EJ EXPANSION JOINT
EL ELEVATION
EQ EQUAL
EXT EXTERIOR
FD FLOOR DRAIN
FFE FINISHED FLOOR ELEVATION
FT FOOT (FEET)
F FOOTING
FY YIELD STRESS STEEL
G GRATING
GA GAGE OR GAUGE
GB GRADE BEAM
GSN GENERAL STRUCTURAL NOTES
HP HIGH POINT
HS HIGH STRENGTH
HT HEIGHT
I (IN4 )MOMENT OF INERTIA
IBC INTERNATIONAL BUILDING CODE
ICC INTERNATIONAL CODE COUNCIL
ID INSIDE DIAMETER
IN INCH
K KIP = 1000 LBS
KSI KIPS PER SQUARE INCH
L LEDGER
LBS POUND(S)
LL LIVE LOAD
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LSH LONG SIDE HORIZONTAL
LSV LONG SIDE VERTICAL
LT LINTEL
LP LOW POINT
MAX MAXIMUM
MCJ MASONRY CONTROL JOINT
MIN MINIMUM
NAAMM NATIONAL ASSOCIATION OF
ARCHITECTURAL METAL MANUFACTURERS
NIC NOT IN CONTRACT
NTS NOT TO SCALE
OC ON CENTER
OPP OPPOSITE
PCI PRESTRESSED CONCRETE INSTITUTE
PC PILE/PIER CAP
PCF POUNDS PER CUBIC FOOT
PJP PARTIAL JOINT PENETRATION WELD
PLF POUNDS PER LINEAR FOOT
PSI POUNDS PER SQUARE INCH
PT, P/T POST-TENSIONED
PSF POUNDS PER SQUARE FOOT
SDI STEEL DECK INSTITUTE
SL SNOW LOAD
SIB STRUCTURAL ISOLATION BREAK
SIM SIMILAR
SJI STEEL JOIST INSTITUTE
SS STAINLESS STEEL
STD STANDARD
SW SHEARWALL
TL TOTAL LOAD
TOC TOP OF CONCRETE
TODP TOP OF DRILLED PIER
TOF TOP OF FOOTING
TOS TOP OF STEEL
TOW TOP OF WALL
TYP TYPICAL
UL UNDERWRITERS LABORATORIES
UNO UNLESS NOTED OTHERWISE
UT ULTRASONIC TESTING
WP WORK POINT
WWR WELDED WIRE REINFORCEMENT
WF WALL FOOTING
W WALL
W/CM WATER-CEMENT RATIO
X-STRONG EXTRA STRONG
XX-STRONG DOUBLE EXTRA STRONG
#NUMBER
SHEET NUMBER
21
5
S
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S-010
DD PS JN
09
6
3
6
0
0
1
0
TY
P
I
C
A
L
D
E
T
A
I
L
S
A
N
D
AB
B
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E
V
I
A
T
I
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N
S
04
/
1
7
/
2
0
2
5
04
/
1
7
/
2
0
2
5
04
/
1
7
/
2
0
2
5
SCALE: NTSS-010
T2
TYPICAL DETAIL - PLAN VIEW - REINFORCING
IN CONCRETE FOOTING
SCALE: NTSS-010
T5
TYPICAL DETAIL -
UTILITY BELOW WALL FOOTING
SCALE: NTSS-010
T1
TYPICAL DETAIL -
CONCRETE REINFORCING BARS
SCALE: NTSS-010
T7
TYPICAL DETAIL - CLASS "B" TENSION LAP SPLICE
LENGTHS FOR UNCOATED GRADE 60 REINFORCING STEEL IN NORMAL WEIGHT CONCRETE
SCALE: NTSS-010
T3
TYPICAL DETAIL - PLAN VIEW - REINFORCING
IN CONCRETE WALLS
SEALPRELIMINARYNOT FORCONSTRUCTION04/23/2025
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
±
1
0
'
-
8
"
1'
-
0
"
±
5
'
-
8
"
1'
-
0
"
12' - 6"
101
6"
6"
6"
TOF 6338' - 0"101
S-201
101
S-201
102
S-2015'
-
0
"
103
S-201
103
S-201
101
S-201
102
102
102
103
S-201
DOWN
103
103
A. STRUCTURAL REFERENCE ELEVATIONS = 0’-0” (6341.58’) WHICH IS THE BOTTOM OF PRECAST
CONCRETE BUILDING, VERIFY WITH CIVIL DRAWINGS/EXISTING DRAWINGS. ALL ELEVATIONS
NOTED ON PLANS ARE WITH RESPECT TO REFERENCE DATUM ELEVATION/EXISTING
INFORMATION UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL VISIT THE SITE AND
BECOME FAMILIAR WITH THE SITE AND LOCAL CONDITIONS.
B. THE CIVIL FURNISHES ALL ELEVATIONS. RESOLVE ANY DISCREPANCY WITH ARCHITECT.
NOTIFY KIMLEY-HORN THROUGH CIVIL OF ANY VARIATIONS FROM DIMENSIONS AND
CONDITIONS SHOWN BY THIS DRAWING.
C. ALL OPENINGS THROUGH FLOORS, WALLS OR ROOF ARE NOT SHOWN ON PLANS.
COORDINATE ALL OPENING LOCATIONS WITH PRECAST DRAWINGS, MECHANICAL, AND
ELECTRICAL. COORDINATE ADDITIONAL FRAMING REQUIREMENTS OR REINFORCING WITH
TYPICAL DETAILS.
D. REFER TO SHEETS S-000 THRU S-001 FOR GENERAL STRUCTURAL NOTES, LEGENDS, AND
SPECIAL INSPECTION REQUIREMENTS.
E. REFER TO SHEET S-010 FOR TYPICAL DETAILS AND ABBREVIATIONS. TYPICAL DETAILS APPLY
TO SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE
SPECIFICALLY REFERENCED. TYPICAL DETAILS ARE NOT NOTED AT EACH LOCATION AT
WHICH THEY ARE APPLICABLE.
GENERAL FOUNDATION PLAN NOTES
SHEET NUMBER
21
5
S
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u
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h
S
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S
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,
S
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)
2
1
2
-
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1
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6
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DD PS JN
09
6
3
6
0
0
1
0
FO
U
N
D
A
T
I
O
N
P
L
A
N
04
/
1
7
/
2
0
2
5
04
/
1
7
/
2
0
2
5
04
/
1
7
/
2
0
2
5
S-101 SCALE: 3/8" = 1'-0"
1 FOUNDATION PLAN
NORTH
SHEET KEYNOTES
101 PRECAST CONCRETE BUILDING BY PRECAST MANUFACTURER.
102 LOCATION WHERE FINISHED GRADE ELEVATION EQUALS TOP OF WALL ELEVATION - FIELD
VERIFY.
103 SEE CIVIL PLANS FOR PIPE ENCASING DETAILS.
SEALPRELIMINARYNOT FORCONSTRUCTION04/23/2025
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
6341.58'
6341.58'
6337.00'
6341.58'
3"
C
L
R
2"
C
L
R
3' - 0"
FINISHED GRADE
1" ⌀WEEP
HOLES AT 48" OC
2"
C
L
R
6"
PRECAST CONCRETE
BUILDING
ENGINEERED
GRANULAR FILL
6" CONCRETE WALL
WITH #4 AT 12" OC EACH
WAY CENTERED
#4 TRANSVERSE AT 12" OC
12" THICK CONCRETE
FOOTING
STANDARD 90°
BEND
(5) #4 CONTINUOUS
(3 TOP 2 BOTTOM)
6"
M
I
N
I
M
U
M
PRECAST CONCRETE
BUILDING
ENGINEERED
GRANULAR FILL PER
GEOTECHNICAL
REPORT
6"
FINISHED GRADE
3"
C
L
R
FINISHED
GRADE
PRECAST CONCRETE
BUILDING
ENGINEERED
GRANULAR FILL
CONCRETE WALL - SEE
DETAIL 101 FOR
INFORMATION SHOWN BUT
NOT NOTED
C
L
R
1
1
/
2
"
#4 AT 12" OC
EACH WAY
3
"
C
L
R
#4 DOWEL AT 36"
LONG AT 12" OC,
CENTERED IN
FOOTING DEPTH
6" CONCRETE
WALL
#4 NOSING BARS
6"
#4 AT 12" OC EACH WAY
6"
#4 DOWEL TO MATCH AND LAP
WALL REINFORCING
8"
S-201
104
STANDARD 90 DEG BEND
11" TYP
7"
T
Y
P
#4 AT 12" OC
EACH WAY
6" CONCRETE
WALL
6"
3"
6"
FINISHED
GRADE
CONCRETE STAIRS
STANDARD 90° BEND
12" THICK CONCRETE
FOOTING
#4 AT 12" OC EACH WAY
CENTERED IN WALL
6" CONCRETE WALLENGINEERED
GRANULAR FILL
#4 AT 12" OC EACH WAY
SHEET NUMBER
21
5
S
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u
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h
S
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S
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t
,
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8
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2
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2
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7
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#
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DD PS JN
09
6
3
6
0
0
1
0
FO
U
N
D
A
T
I
O
N
D
E
T
A
I
L
S
04
/
1
7
/
2
0
2
5
04
/
1
7
/
2
0
2
5
04
/
1
7
/
2
0
2
5
SCALE: NTSS-201
101 CONCRETE WALL FOOTING
SCALE: NTSS-201
103 PRECAST BUILDING ON ENGINEERED FILL
SCALE: NTSS-201
102 CONCRETE STAIRS ON GRADE
SCALE: NTSS-201
104 CONCRETE STAIRS ON GRADE
SEALPRELIMINARYNOT FORCONSTRUCTION04/23/2025
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
E00
SI
T
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N
V
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W
RB
62
5
0
0
9
AS
S
H
O
W
N
HE DS
(2410 SO.)
PHONE - 801-975-8844
1863 W ALEXANDER ST.
SALT LAKE CITY, UTAH 84119
DESIGN-BUILD SERVICES
QUALITY, INTEGRITY, PERFORMANCE, & VERSATILITY
HUNT
ELECTRIC, INC.
FAX - 801-975-0509
WA
S
A
T
C
H
P
E
A
K
S
R
A
N
C
H
MO
R
G
A
N
C
O
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A
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3
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B
O
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S
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P
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T
A
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I
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N
03
/
1
2
/
2
0
2
5
PR
E
L
I
M
I
N
A
R
Y
R
E
V
I
E
W
05
/
1
6
/
2
0
2
5
05
/
1
6
/
2
0
2
5
05
/
1
6
/
2
0
2
5
05
/
1
6
/
2
0
2
5
PE
R
M
I
T
S
E
T
ELECTRICAL DRAWING INDEX
SHEET NO.DESCRIPTION
COVERSHEETE00
POWER SINGLE-LINE DIAGRAME02
ENLARGED VIEW SITE PLANES102
SITE PLAN VIEWES101
WASATCH PEAKS RANCH
MORGAN COUNTY, UTAH
PHASE 3C BOOSTER PUMP STATION
WASATCH PEAKS RANCH
APPROVED FOR CONSTRUCTION
SIGNATURE .
NAME & TITLE .
CONTRACTOR.
APPROVED FOR CONSTRUCTION
SIGNATURE .
NAME & TITLE .
KIMLEY-HORN- CIVIL
APPROVED FOR CONSTRUCTION
SIGNATURE .
NAME & TITLE .
SKM- CONTROLS / INSTRUMENTS
APPROVED FOR CONSTRUCTION
SIGNATURE .
NAME & TITLE .
NOTES, LEGENDS, SCHEDULESE01
ELECTRICAL DETAILSE03
ENLARGED VIEWES103
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
E01
SI
T
E
P
L
A
N
V
I
E
W
RB
62
5
0
0
9
AS
S
H
O
W
N
HE DS
(2410 SO.)
PHONE - 801-975-8844
1863 W ALEXANDER ST.
SALT LAKE CITY, UTAH 84119
DESIGN-BUILD SERVICES
QUALITY, INTEGRITY, PERFORMANCE, & VERSATILITY
HUNT
ELECTRIC, INC.
FAX - 801-975-0509
WA
S
A
T
C
H
P
E
A
K
S
R
A
N
C
H
MO
R
G
A
N
C
O
U
N
T
Y
,
U
T
A
H
PH
A
S
E
3
C
B
O
O
S
T
E
R
P
U
M
P
S
T
A
T
I
O
N
03
/
1
2
/
2
0
2
5
PR
E
L
I
M
I
N
A
R
Y
R
E
V
I
E
W
05
/
1
6
/
2
0
2
5
05
/
1
6
/
2
0
2
5
05
/
1
6
/
2
0
2
5
05
/
1
6
/
2
0
2
5
PE
R
M
I
T
S
E
T
GENERAL NOTES
COMBINATION VOICE/DATA RECEPTACLE
SYMBOL
POWER SYMBOLS LEGEND
M
VFD
DATA RECEPTACLE
VOICE RECEPTACLE
POWER/COMMUNICATIONS POLE FOR WORKSTATION FURNITURE
TV OUTLET, INCLUDES COAX & DATA
VARIABLE FREQUENCY DRIVE
METER
J-BOX
ELECTRIC MOTOR
THERMAL SWITCH
GROUND BUSS BAR
TELEPHONE TERMINAL BOARD
ELECTRICAL PANEL
STARTER
COMBINATION STARTER/FUSED DISCONNECT
FUSED DISCONNECT SWITCH
NON-FUSED DISCONNECT SWITCH
SPECIAL PURPOSE RECEPTACLE - SINGLE PHASE
SPECIAL PURPOSE RECEPTACLE - THREE PHASE
FOURPLEX RECEPTACLE - GFCI
FOURPLEX RECEPTACLE
FLOOR BOX WITH 4-PLEX RECEPTACLE AND VOICE/DATA OUTLET
FLOOR BOX WITH DUPLEX 120V RECEPTACLE
HALF-SWITCHED DUPLEX RECEPTACLE
DUPLEX RECEPTACLE - GFCI
DUPLEX RECEPTACLE
TWIST-LOCK RECEPTACLE
208/240V OVEN RECEPTACLE
SIMPLEX RECEPTACLE
DESCRIPTION
TV
J
TRANSFORMERXFMR
WEATHERPROOFWP
UNDERGROUNDUG
SURGE PROTECTED DEVICESPD
TELEPHONE TERMINAL BOARDTTB
TYPICALTYP
TAMPER RESISTANTTR
SURGE SUPRESSION.SS
RIGID NONMETALLIC CONDUITRNC
ROCKY MOUNTAIN POWERRMP
REQUIREMENTSREQ
OVER CURRENT PROTECTIONOCP
ON CENTER(S)OC
NIGHT LIGHTNL
NOT IN CONTRACTNIC
MAIN LUGS ONLYMLO
RIGID METAL CONDUITRMC
MINIMUM CIRCUIT AMPSMCA
LIQUID-TIGHT NONMETAL CONDUITLFNC
LIQUID-TIGHT METAL CONDUITLFMC
KILOWATTSKW
KILO VOLT AMPERESKVA
ISOLATEDISO
INSULATEDINS
INTERMEDIATE METAL CONDUITIMC
ISOLATED GROUNDIG
HORSE POWERHP
GROUND CONDUCTORGND
FLEXIBLE METAL CONDUITFMC
FULL LOAD AMPSFLA
FIRE ALARM CONTROL PANELFACP
FIRE ALARMFA
EXISTINGE, EX
ELECTRIC WATER COOLEREWC
ELECTRIC NONMETALLIC TUBINGENT
ELECTRIC METALLIC TUBINGEMT
EMERGENCYEM
COPPERCU
CIRCUITCKT
CIRCUIT BREAKERCB
CONDUITC
ALUMINUMAL
AUTHORITY HAVING JURISDICTIONAHJ
ABOVE FINISHED FLOORAFF
ABBREVIATIONS
ABOVE COUNTERAC
AMP OR AMPSA
ABBREV.DESCRIPTION
MAIN CIRCUIT BREAKERMCB
TYPE
KP SECURITY SYSTEM KEYPAD
CARD READER
CEILING MOUNT SECURITY CAMERA ("TYPE" INDICATES TYPE OF CAMERA)
SYMBOL
MECHANICAL EQUIPMENT CALLOUT
REVISION CALLOUT
LIGHT FIXTURE CALLOUT
OWNER PROVIDED EQUIPMENT CALLOUT
KEYED NOTE
WIRE CONDUIT - ALUMINUM
WIRE CONDUIT - COPPER
DETAIL CALLOUT
CALLOUTS/NOTES LEGEND
ELEVATION CALLOUT
DESCRIPTION
X
X
X
XXX
X
XXX
XXX
XXX
XXX
X
XXX
HOME RUN TO PANELBOARD
1.REFER TO THE MECHANICAL SHEETS FOR THE EXACT LOCATION OF
THE MECHANICAL EQUIPMENT.
2.ALL METALLIC CONDUITS, JOINTS, FITTINGS, ETC., IN CONTACT WITH
THE GROUNDS SHALL BE SPIRALLY WRAPPED WITH 3M
SCOTCHWRAP-51, 20 MIL TAPE (OR APPROVED EQUAL).
3.ALL UNDERGROUND CONDUIT SHALL BE BURIED 24" MINIMUM UNDER
THE GROUND.
4.FLEXIBLE CONDUITS CAN ONLY BE USED FOR SHORT RUNS (6' MAXIMUM).
5.
6.
7.
8.
SWITCHBOARDS, PANELBOARDS, AND MOTOR CONTROL CENTERS
SHALL BE FIELD MARKED TO WARN QUALIFIED PERSONS OF
POTENTIAL ARC FLASH HAZARDS. THE MARKING SHALL BE
LOCATED SO AS TO BE CLEARLY VISIBLE TO QUALIFIED PERSONS
BEFORE EXAMINATION, ADJUSTMENT, SERVICING, OR MAINTENANCE OF
THE EQUIPMENT. (NEC 110-16).
FOR 20 AMP CIRCUITS, USE NO. 10 THHN CONDUCTORS FOR
CONDUCTOR LENGTH OVER 100 FEET, NO. 8 THHN OVER 200 FEET,
NO. 6 THHN OVER 300 FEET AND NO. 4 THHN OVER 400 FEET.
AIC RATINGS OF ALL OVERCURRENT PROTECTIVE DEVICES SHALL BE
EQUAL TO OR GREATER THAN THE AIC RATING SHOWN IN THE PLANS.
SERVICE EQUIPMENT SHALL BE FIELD MARKED WITH CALCULATED
MAXIMUM AVAILABLE FAULT CURRENT AND THE DATE IT WAS
CALCULATED (NEC 110-24).
CR
ST
CIRCUIT BREAKER
ELECTRONIC TRIP CIRCUIT BREAKER
FUSE
DROP DUPLEX RECEPTACLE - GFCI
DROP FOURPLEX RECEPTACLE - GFCI
DOORBELL - EXTERIOR
DB DOORBELL - INTERIOR
CEILINGCLG
TYPE WALL MOUNT SECURITY CAMERA ("TYPE" INDICATES TYPE OF CAMERA)
MEDIA DISTRIBUTION UNITMDU
BLANK FACE - GFCI
ADA PUSHBUTTONl
l
DISHWASHERDW
MW MICROWAVE
DISPOSALDISP
DRYERD
REX REQUEST TO EXIT
RC ROOM CONTROLLER
PP POWER PACK
PB PUSH BUTTON
ML MAGNETIC LOCK
ES ELECTRIC STRIKE
DC DOOR CONTACTOR
CORRIDORCORR
WASHERW
LIGHTINGLTG
RECEPTACLESRCPT
LEVELLVL
ABBREVIATIONS
AMPERAGE INTERRUPTING CAPACITYAIC
SHORT CIRCUIT RATIOSCR
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
TO UTILITY
M
200A/3P
"M-1"
COMBO UTILITY
METER
480V, 3PH, 200A
MAIN, NEMA 3R
G
12" GROUND ROD (S)
TO ACHIEVE MIN.
RESISTANCE OF 25 OHM
AS PER NEC 250.52
UTILITY CO. XFMR 480V, 3ɸ,
3W, SECONDARY
#2 AWG CU. TYP
PANEL "MDP", 250A, 277/480V, 3ɸ, 3W, 25 KAIC FULLY RATED, NEMA 1. (PROVIDED
AND INSTALLED BY OTHERS)
200A/3P
SCR = 22,070A
UFER GROUND
AT PUMP HOUSE
PAD
ATS-1
200A, 277/480V, 3ɸ , 3POLE, 18 KAIC,
NEMA 3R, OPEN TRANSITION, SURGE PROTECTOR
AUTO TRANSFER SWITCH
125A,3P
PROVIDE IN LEVEL 2
NOISE-REDUCING /
WEATHERPROOF
ENCLOSURE
GEN-1
80KW
GENERATOR
SET
G
12" GROUND ROD (S)
TO ACHIEVE MIN.
RESISTANCE OF 25 OHM
AS PER NEC 250.52
#2 AWG CU. TYP
UFER GROUND
AT EQUIPMENT
PADs
(IF AVAILABLE)
43X
43X
43X
TO P1
(1) 3" CONDUIT BY HUNT ELECTRIC
CONDUCTORS BY UTILITY
(1) 4" CONDUIT BY HUNT ELECTRIC
CONDUCTORS BY UTILITY
40A/3P 40A/3P 40A/3P 40A/2P 15A/3P
SCR = 20,326A
SCR = 17,787A
E02
PO
W
E
R
S
I
N
G
L
E
L
I
N
E
D
I
A
G
R
A
M
RB
62
5
0
0
9
AS
S
H
O
W
N
HE DS
(2410 SO.)
PHONE - 801-975-8844
1863 W ALEXANDER ST.
SALT LAKE CITY, UTAH 84119
DESIGN-BUILD SERVICES
QUALITY, INTEGRITY, PERFORMANCE, & VERSATILITY
HUNT
ELECTRIC, INC.
FAX - 801-975-0509
WA
S
A
T
C
H
P
E
A
K
S
R
A
N
C
H
MO
R
G
A
N
C
O
U
N
T
Y
,
U
T
A
H
PH
A
S
E
3
C
B
O
O
S
T
E
R
P
U
M
P
S
T
A
T
I
O
N
03
/
1
2
/
2
0
2
5
PR
E
L
I
M
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A
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Y
R
E
V
I
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W
05
/
1
6
/
2
0
2
5
05
/
1
6
/
2
0
2
5
05
/
1
6
/
2
0
2
5
05
/
1
6
/
2
0
2
5
PE
R
M
I
T
S
E
T
SCALE: NTS2ELECTRICAL GENERATOR CALCULATION
NOTES:
1.THE DESIGN ELEVATION IS APPROXIMATELY 7000' AND GENERATOR HAS BEEN DE-RATED 2.5% FOR EVERY 1000 FT ABOVE
3500 FT.
2.ONLY (1) PUMP WILL OPERATE AT A GIVEN TIME. GENERATOR IS SIZED WITH ONLY (1) PUMP OPERATING
3.THERE WILL BE A SLIGHT DELAY IN BETWEEN EACH PUMP STARTING TO ACCOUNT FOR INRUSH / STARTING CURRENT
4.EACH PUMP WILL BE STARTED VIA A RVSS
-6 PULSE THYRISTORS
-LIMITING CURRENT OF APPROXIMATELY 300% FLA
-RAMPED STARTING TIME UP TO 100% SPEED
1
2
3
4
5
KEYED NOTES
PROVIDE (2) 1" CONDUITS FROM GENERATOR TO ATS
FOR CONTROLS AND MONITORING.
PROVIDE 208V/30A/1PH FOR GENERATOR BLOCK
HEATER.
PROVIDE 120V/20A/1PH FOR GENERATOR BATTERY
CHARGER.
PANEL MDP AND ALL PUMP HOUSE ELECTRICAL TO
BE DESIGNED, PROVIDED AND INSTALLED BY
OTHERS. HUNT ELECTRIC TO PROVIDE
TERMINATIONS TO THE 200A MAIN BREAKER.
PROVIDE (1) 1" CONDUIT FROM ATS TO GENERATOR
REMOTE ANNUNCIATOR PANEL. ANNUNCIATOR
PANEL TO BE LOCATED IN THE PUMP HOUSE.
COORDINATE EXACT LOCATION PRIOR TO ROUGH IN.
PROVIDE (1) 1" CONDUIT FROM ATS TO SKM CONTROL
PANEL. VERIFY EXACT LOCATION OF CONTROL PANEL
PRIOR TO ROUGH-IN.
ALL NEW EQUIPMENT SHALL BE BONDED IN
ACCORDANCE WITH ARTICLE 250 IN THE 2020 NEC.
GENERATOR IS SIZED FOR ACTUAL OPERATING LOAD
AND UTILITY IS SIZED FOR PEAK LOAD.
6
7
SIZE QTY SIZE GNDTYPEAMPCONDUCTORCOND
31 100 3 1
41 1 1/2"4
31X 120 3 1/0
41X 4
32X 135 3 2/0
42X 2"4
33X 155 3 3/0
43X 4
4/0318034X
42 1/2"44X
25032052"325
42 1/2"425
3503250335
43"435
4003270340
4440
50033103 1/2"350
4450
6
4
2
430 230 3"4 300
375
475
385 4"3 750
1
75044"
360
460
340
340
3 1/2"
4"
3
4
600
600
ALUMINUM CONDUCTOR
& CONDUIT SCHEDULE
3/4"2 10 102030
COPPER CONDUCTOR &
CONDUIT SCHEDULE
30 3
40 4
28 40 2 8
38 3
48 4
26 55 2 6
8
36 3
46 1"4
24 3/4"70 2 4
34 1"3
44 1 1/4"4
23 1"85 2 3
33 3
43 1 1/4"4
32 95 3 2 6
42 4
31 110 3 1
41 1 1/2"4
31X 150 3 1/0
41X 4
32X 175 3 2/0
42X 2"4
33X 200 3 3/0
43X 4
44/0323034X
42 1/2"44X
25032552"325
42 1/2"425
33503310335
43"435
4003335340
4440
50033803 1/2"350
4450
TYPE CONDUCTOR
QTY GNDSIZESIZE
CONDUIT
PROT
MAX
3/4"3 12 121320
3/4"2 12 121220
1
2
3
4
5
6
SCALE: NTS1POWER SINGLE LINE DIAGRAM
SCALE: NTS3FAULT CURRENT CALCULATION
8
8
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
9'-4"7'-0
"
8"
4'
-
0
"
4'
-
8
"
5'-0"
7'-0
"
6'-0
"
4'-0"
3'
-
6
"
4.5" DIA. TERM-A-DUCTS
14 EA.
2' LONG GALV. UNISTRUT
2 EA. IN SHORT WALLS
2'-0" LONG GALV. UNISTRUT
4 EA. ON LONG WALLS
1/2" DIA. GROUNDING
INSERTS 4 EA.
2.38" DIA. TERM-A-DUCTS
4 EA.
6.63" DIA. TERM-A-DUCTS
4 EA. REQ'D
3.51" DIA. TERM-A-DUCT
TOP
PCORP #7992600-SI # 1790023
4,622 LBS.
BASE
8,400 LBS.
16" X 60" BLOCKOUT
NO. 25P GALV. DIAMOND
PLATE DOORS W/ LOCKING BOLTS2" X 4" X 24" PLASTIC
LUMBER 2 EA. REQ'D
FULL 180° OPEN
(TYP)
2.4 - 25kV, 3-PHASE TRANSFORMER PADVAULT WITH ACCESS, STOCK ITEM 7992600- STOCK ITEM 1790023
2.4 - 25kV, 3-PHASE TRANSFORMER PADVAULT WITHOUT ACCESS, STOCK ITEM 7992601- STOCK ITEM 1790024
2.4 - 25kV, 3-PHASE TRANSFORMER PAD, STOCK ITEM 1790021
35kV, 3-PHASE TRANSFORMER PADVAULT WITH ACCESS, STOCK ITEM 7992602-STOCK ITEM 1008977
35kV, 3-PHASE TRANSFORMER PADVAULT WITHOUT ACCESS, STOCK ITEM 7992603- STOCK ITEM 1008975
35kV, 3-PHASE TRANSFORMER PAD, STOCK ITEM 1008958
E03
EL
E
C
T
R
I
C
A
L
D
E
T
A
I
L
S
RB
62
5
0
0
9
AS
S
H
O
W
N
HE DS
(2410 SO.)
PHONE - 801-975-8844
1863 W ALEXANDER ST.
SALT LAKE CITY, UTAH 84119
DESIGN-BUILD SERVICES
QUALITY, INTEGRITY, PERFORMANCE, & VERSATILITY
HUNT
ELECTRIC, INC.
FAX - 801-975-0509
WA
S
A
T
C
H
P
E
A
K
S
R
A
N
C
H
MO
R
G
A
N
C
O
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N
T
Y
,
U
T
A
H
PH
A
S
E
3
C
B
O
O
S
T
E
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P
U
M
P
S
T
A
T
I
O
N
03
/
1
2
/
2
0
2
5
PR
E
L
I
M
I
N
A
R
Y
R
E
V
I
E
W
05
/
1
6
/
2
0
2
5
05
/
1
6
/
2
0
2
5
05
/
1
6
/
2
0
2
5
05
/
1
6
/
2
0
2
5
PE
R
M
I
T
S
E
T
I-PC
TYPE
BOX
II-PC
III-PC
24
INCH
"H"
24
24
25
INCH
"L"
37-5/8
49-5/8
1-1/2
INCH
"T"
1-1/2
2
16
INCH
"W"
26
32-1/8
23-1/4
INCH
"X"
35-5/8
47-5/8
13-3/4
INCH
"Y"
24
30-1/8
2
INCH
"Z"
3
3
SCALE: NTS2COMM BOX DETAIL
SCALE: NTS1ROCKY MOUNTAIN POWER BARRIER POST DETAIL
X Y
PULL SLOT STAINLESS STEEL
HEX HEAD BOLT
W/ WASHER (TYPICAL
PULL SLOT
LOGO AREA
L
W
H
T
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
SL
163+
0
0
164+00
165+00
166
+
0
0
167+00
168+0
0
169+0
0
170+
0
0
171+0
0
172+
0
0
173+0
0
174+0
0
175+00
176+00
177+00
178+0
0
179+0
0
180
+
0
0
181+
0
0
182+0
0
183+00
184+00
185+00
186+00
187+00
188+00
G68.47 AC
G710.41 AC
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+0
0
21+00
22+00
23+0
0
24+00
25+00
26+00
27+00
28+00
29+00
163+
0
0
164+00
165+00
166
+
0
0
167+00
168+0
0
169+0
0
170+
0
0
171+0
0
172+
0
0
173+0
0
174+0
0
175+00
176+00
177+00
178+0
0
179+0
0
180
+
0
0
181+
0
0
182+0
0
183+00
184+00
185+00
186+00
187+00
188+00
(EXISTING)E-STA-173(EXISTING)COMM-173
XFMR-3CBP
COMM-3CBP
ES101
Feet
1:100
4002000100
Scale: 1" = 100'
3C BOOSTER PUMP STATION - SITE PLAN VIEW1
SI
T
E
P
L
A
N
V
I
E
W
1
ES102
RB
62
5
0
0
9
AS
S
H
O
W
N
HE DS
(2410 SO.)
PHONE - 801-975-8844
1863 W ALEXANDER ST.
SALT LAKE CITY, UTAH 84119
DESIGN-BUILD SERVICES
QUALITY, INTEGRITY, PERFORMANCE, & VERSATILITY
HUNT
ELECTRIC, INC.
FAX - 801-975-0509
WA
S
A
T
C
H
P
E
A
K
S
R
A
N
C
H
MO
R
G
A
N
C
O
U
N
T
Y
,
U
T
A
H
PH
A
S
E
3
C
B
O
O
S
T
E
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P
U
M
P
S
T
A
T
I
O
N
03
/
1
2
/
2
0
2
5
PR
E
L
I
M
I
N
A
R
Y
R
E
V
I
E
W
05
/
1
6
/
2
0
2
5
05
/
1
6
/
2
0
2
5
05
/
1
6
/
2
0
2
5
05
/
1
6
/
2
0
2
5
PE
R
M
I
T
S
E
T
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
173+
0
0
174+0
0
173+
0
0
174+0
0
(EXISTING)
E-STA-173
(EXISTING)
COMM-173
XFMR-3CBP
COMM-3CBP
ES102
Feet
1:5
151005
Scale: 1" = 5'
3C BOOSTER PUMP - ENLARGED SITE PLAN VIEW1
EN
L
A
R
G
E
D
S
I
T
E
P
L
A
N
V
I
E
W
RB
62
5
0
0
9
AS
S
H
O
W
N
HE DS
(2410 SO.)
PHONE - 801-975-8844
1863 W ALEXANDER ST.
SALT LAKE CITY, UTAH 84119
DESIGN-BUILD SERVICES
QUALITY, INTEGRITY, PERFORMANCE, & VERSATILITY
HUNT
ELECTRIC, INC.
FAX - 801-975-0509
WA
S
A
T
C
H
P
E
A
K
S
R
A
N
C
H
MO
R
G
A
N
C
O
U
N
T
Y
,
U
T
A
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PH
A
S
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3
C
B
O
O
S
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E
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P
U
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P
S
T
A
T
I
O
N
03
/
1
2
/
2
0
2
5
PR
E
L
I
M
I
N
A
R
Y
R
E
V
I
E
W
05
/
1
6
/
2
0
2
5
05
/
1
6
/
2
0
2
5
05
/
1
6
/
2
0
2
5
05
/
1
6
/
2
0
2
5
PE
R
M
I
T
S
E
T
UTILITY XFMR
EXTEND CONDUIT TO
XFMR-3CBP TRANSFORMER
VAULT. SEE PHASE 3C BACKBONE
DRAWINGS.
EXTEND CONDUIT TO
COMM-3CBP.SEE PHASE 3C
BACKBONE DRAWINGS.
GENERATOR PAD
(BY OTHERS)
GENERATOR
ATS
MDP
(1) 1" COMMS CONDUIT
M-1
1
E03
2
E03
1
KEYED NOTES
PROVIDE (2) 1" CONDUITS FROM GENERATOR TO ATS
FOR CONTROLS AND MONITORING.
PROVIDE 240V/30A/1PH FOR GENERATOR BLOCK
HEATER. POWER TO BE FED FROM PANEL 'P-1'
LOCATED IN PUMPHOUSE. PANEL 'P-1' TO BE
PROVIDED BY OTHERS.
PROVIDE 120V/20A/1PH FOR GENERATOR BATTERY
CHARGER. POWER TO BE FED FROM PANEL 'P-1'
LOCATED IN PUMPHOUSE. PANEL 'P-1' TO BE
PROVIDED BY OTHERS.
PANEL MDP AND ALL PUMP HOUSE ELECTRICAL TO
BE DESIGNED, PROVIDED AND INSTALLED BY
OTHERS. HUNT ELECTRIC TO PROVIDE
TERMINATIONS TO THE 200A MAIN BREAKER.
2
3
1
2
3
4
4
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
ES103
Scale: 1" = 1'
ENLARGED VIEW - 3C BOOSTER PUMPHOUSE1
EN
L
A
R
G
E
D
V
I
E
W
RB
62
5
0
0
9
AS
S
H
O
W
N
HE DS
(2410 SO.)
PHONE - 801-975-8844
1863 W ALEXANDER ST.
SALT LAKE CITY, UTAH 84119
DESIGN-BUILD SERVICES
QUALITY, INTEGRITY, PERFORMANCE, & VERSATILITY
HUNTELECTRIC, INC.
FAX - 801-975-0509
WA
S
A
T
C
H
P
E
A
K
S
R
A
N
C
H
MO
R
G
A
N
C
O
U
N
T
Y
,
U
T
A
H
PH
A
S
E
3
C
B
O
O
S
T
E
R
P
U
M
P
S
T
A
T
I
O
N
03
/
1
2
/
2
0
2
5
PR
E
L
I
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A
R
Y
R
E
V
I
E
W
05
/
1
6
/
2
0
2
5
05
/
1
6
/
2
0
2
5
05
/
1
6
/
2
0
2
5
05
/
1
6
/
2
0
2
5
PE
R
M
I
T
S
E
T
RAP
MDP
ATS
M-1
1
KEYED NOTES
PROVIDE (1) 1" CONDUITS FROM REMOTE
ANNUNCIATOR PANEL TO ATS. COORDINATE EXACT
LOCATION OF ANNUNCIATOR PANEL PRIOR TO
ROUGH-IN.
PROVIDE (1) 1" CONDUITS FROM SKM CONTROL
PANEL TO ATS. VERIFY EXACT LOCATION OF
CONTROL PANEL PRIOR TO ROUGH-IN.
ROUTE 1" COMM CONDUIT TO CONTROL PANEL.
VERIFY EXACT LOCATION PRIOR TO ROUGH-IN.
PANEL MDP AND ALL PUMP HOUSE ELECTRICAL TO
BE DESIGNED, PROVIDED AND INSTALLED BY
OTHERS. HUNT ELECTRIC TO PROVIDE
TERMINATIONS TO THE 200A MAIN BREAKER.
ROUTE CONDUIT OVERHEAD FROM ATS TO MDP.
COORDINATE BUILDING PENETRATION WITH
CONTRACTOR.
(1) 2" CONDUIT
SCADA
CONTROL PANEL
2
1
2
3
3
4
4
5
5
P-1
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N