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SOUTH 89°49'08" EAST BETWEEN THE SOUTH QUARTER CORNER AND THE SOUTHEAST CORNER OF SECTION 27, TOWNSHIP 5 NORTH, RANGE 1 EAST,
SALT LAKE BASE & MERIDIAN
FOR
WASATCH PEAKS RANCH
PARCEL 29 AND 31 TOWNSHIP 5 NORTH, RANGE 1 EAST
MORGAN COUNTY, UTAH
NORTH
C0.00
PROPERTY LINE (TYP.)
PROJECT
LOCATION
REFER TO FINAL ALTA/NSPS LAND TITLE SURVEY DATED 01/16/2019
(OXBOW BEND) WELL 3 WELL HOUSE & HEADER CONSTRUCTION DOCUMENTS
BOHMAN PROPERTY
PEAKS VIEW ROAD
NORTH VILLAGE
WASATCH PEAKS ROAD
MEADOWS VIEW DRIVE
BASIS OF BEARING
LEGAL DESCRIPTION
BENCHMARK
CONSULTANTS
CIVIL ENGINEER:
SURVEYOR:
GEOTECHNICAL ENGINEER:
AGENCY CONTACTS
SITE INFORMATION
FROM SURVEY
TOTAL SITE AREA (LIMITS OF CONSTRUCTION)
PLANNING:
ENGINEERING:
GAS SERVICE:
ELECTRIC:
PROPERTY OWNER:
ENVIRONMENTAL SCIENTIST:
1.PROJECT COORDINATES WERE COMPUTED FROM A MODIFIED STATE PLANE (UTAH NORTH ZONE 4301) US FOOT.
2.PROJECT COORDINATES HAVE BEEN GENERATED BY A STATIC SURVEY. ALL COORDINATES LISTED IN THESE TABLES ARE PROJECT BASED
COORDINATES.
3.COMBINED SCALE FACTOR = 1.0003115570
4.GEOID MODEL = 12A
5.LOCAL SITE
LATITUDE N41°05'28.79067"
LONGITUDE W111°46'39.4603"
HEIGHT 5640.67'
6.FALSE NORTHING OFFSET: 3,000,000.00
FALSE EASTING OFFSET:1,000,000.00
SURVEY CONTROL NOTES
UTAH DEPARTMENT OF ENVIRONMENTAL QUALITY:
WPR UTILITY DISTRICT
WPR ROAD AND FIRE DISTRICT
2.12 ACRES (92,236 SF)
VICINITY MAP
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ENGINEERING GENERAL CONSTRUCTION NOTES
ENGINEERING SITE NOTES
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WELL HEADER GENERAL NOTES
MATERIALS NOTES
GENERAL NOTES
GENERAL NOTES (CONTINUED)
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WELL MATERIALS, DESIGN, AND CONSTRUCTION
- GENERAL NOTES
WELL MATERIALS, DESIGN, AND CONSTRUCTION
- PITLESS ADAPTER NOTES
WELL MATERIALS, DESIGN, AND CONSTRUCTION
- WATER LEVEL MEASUREMENT
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1
C3.02
____________
1
C3.01
____________
ELECTRICAL EQUIPMENT,
PUMP VFD, ELECTRICAL
CONTROLS, AND CLEAR
SPACE
RE: ELECTRICAL PLANS
3 5 6 7 8 9
10 5
11
7
13
14
16
21
3' - 6"3' - 6"
5'

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"
2' - 10"3' - 10 1/2"3' - 11"1' - 8"5' - 10 1/2"4' - 1 1/2"0' - 11 1/2"
23
2
20
22
SEE SHEET XX FOR
PIPE CONTINUATION
WELL 3 BUILDING
RE: STRUCTURAL SHEETS
KEEP PIPE AT 5% SLOPE UNTIL
DAYLIGHT OUT OF GROUND
28
29
31
34
18
17
14
1' - 9"
0'

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19
1'

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"
30
30
32
32
15
33
36"x36"x24" CONCRETE PEDESTAL
RE: STRUCTURAL SHEETS
3'

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1'2'
GRAPHIC SCALE IN INCHES
NORTH
LEGEND
KEYNOTE DESCRIPTION
1 1125 GPM VERTICAL TURBINE LINE SHAFT PUMP W/ MECHANICAL SEAL & 300
HP MOTOR
2 10" DIP WATER LINE TO CONNECT TO 10" HDPE WATER LINE (SEE SHEET
W4.01)
3 10" 90-DEGREE BEND (FL X FL)
5 10" GATE VALVE (FL X FL)
6 10" CHECK VALVE (FL X FL)
7 10" ROMAC DISMANTLING JOINT (FL X FL)
8 10" ELECTROMAGNETIC FLOW METER
9 PRESSURE GAUGE AND TRANSMITTER (SEE DETAIL 4/D1.01)
10 10" X 10" TEE (FL X FL)
11 6" ACTUATED BUTTERFLY VALVE W/ DESCRETE AND ANALOG CAPABILITIES
13 3/4" SMOOTH NOSED SAMPLE TAP (350 PSI RATED)
14 10" X 4" TEE (FL X FL), AIR RELEASE VALVE (SEE DETAIL 2/D1.01)
15 2" PVC DRAINAGE PIPE
16 7-INCH ROUND-TOP FLOOR DRAIN W/ ADJUSTABLE STRAINER & 4-INCH PIPING
17 4" DRAIN PIPE @ 2.0% SLOPE
18 4" LINK SEAL
19 6" LINK SEAL
20 12" ADS DRAINAGE PIPE (SEE SHEET C2.00)
21 PRECAST DRAINAGE BASIN
22 DRAINAGE GRATE
23 RIP RAP (SEE SHEET C2.00)
28 48" X 48" BILCO TYPE-D ROOF HATCH
29 10" X 6" ECCENTRIC REDUCER (FL X FL)
30 12" 90-DEGREE BEND CENTERED ABOVE DRAINAGE BASIN W/ #4 MESH
CORROSION-RESISTANT SCREEN (FL X FL)
31 6" ROMAC DISMANTLING JOINT (FL X FL)
32 12" X 6" REDUCER (FL X FL)
33 STANDARD EXTERIOR DOUBLE DOOR
34 12" LINK SEAL
NOTE:
1)ALL DUCTILE IRON PIPE MUST BE 350 PSI RATED
2)ALL VALVES, FITTINGS, AND APPARATUCES MUST BE 350 PSI RATED
WELL 3 PUMP INFORMATION
MANUFACTURER FLOW SERVE
FLOW (GPM) 1125 GPM
TDH (FT) 781 FT
HP 267 HP
RATED SPEED 1770 RPM
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C3.02
____________
1' - 9"
ELECTRICAL EQUIPMENT,
PUMP VFD, ELECTRICAL
CONTROLS, AND CLEAR
SPACE
5' - 4"1' - 10"
10 14
24 24 24
16
17
7
25
F.F.E. = 4836.50'
FINISHED GRADE = 4836.00'FINISHED GRADE= 4836.00'
APROX. BOTTOM OF WELL ELEV. = 4676.00'
EXISTING GRADE = 4833.00'EXISTING GRADE = 4833.00'
PIPE FLOOR PENETRATION (TYP.)
RE: STRUCTURAL SHEETS
WELL 3 BUILDING
RE: STRUCTURAL SHEETS
28
1' - 8"
3'

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2'

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36"x36"x24" CONCRETE PEDESTAL
RE: STRUCTURAL SHEETS
3' - 1 1/2"1' - 3 1/2"
5'
-

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1
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1'2'
GRAPHIC SCALE IN INCHES
LEGEND
KEYNOTE DESCRIPTION
1 1125 GPM VERTICAL TURBINE LINE SHAFT PUMP W/ MECHANICAL SEAL & 300
HP MOTOR
7 10" ROMAC DISMANTLING JOINT (FL X FL)
10 10" X 10" TEE (FL X FL)
14 10" X 4" TEE (FL X FL), AIR RELEASE VALVE (SEE DETAIL 2/D1.01)
15 2" PVC DRAINAGE PIPE
16 7-INCH ROUND-TOP FLOOR DRAIN W/ ADJUSTABLE STRAINER & 4-INCH PIPING
17 4" DRAIN PIPE @ 2.0% SLOPE
18 4" LINK SEAL
19 6" LINK SEAL
20 12" ADS DRAINAGE PIPE (SEE SHEET C2.00)
21 PRECAST DRAINAGE BASIN
22 DRAINAGE GRATE
24 PIPE SUPPORT (SEE DETAIL 1/D1.01)
25 14" WELL PUMP CASING PER WELL DETAILS
28 48" X 48" BILCO TYPE-D ROOF HATCH
30 12" 90-DEGREE BEND CENTERED ABOVE DRAINAGE BASIN W/ #4 MESH
CORROSION-RESISTANT SCREEN (FL X FL)
32 12" X 6" REDUCER (FL X FL)
34 12" LINK SEAL
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C3.2
1
C3.01
____________
1' - 8"5' - 10 1/2"2' - 10"4' - 2"0' - 11"3' - 11"
F.F.E. = 4836.50'
EXISTING GRADE = 4833.00'EXISTING GRADE = 4833.00'
FUTURE GRADE = 4836.00'FUTURE GRADE = 4836.00'
2 26
27
3
5
6 7 8 9
10
5
2424242424242424
WELL 3 BUILDING
RE: STRUCTURAL
SHEETS
PIPING UNDER BUILDING SHALL BE ENCASED
RE: 3/S502
4'

-

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"
PIPE FLOOR PENETRATION
RE: STRUCTURAL SHEETS
16
11
29
3'

-

2
"
31
2424
1' - 9"3' - 10 1/2"
14
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19
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9' - 6 1/2"15' - 5 1/2"
0
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1'2'
GRAPHIC SCALE IN INCHES
LEGEND
KEYNOTE DESCRIPTION
2 10" DIP WATER LINE TO CONNECT TO 10" HDPE
WATER LINE (SEE SHEET W4.01)
3 10" 90-DEGREE BEND (FL X FL)
5 10" GATE VALVE (FL X FL)
6 10" CHECK VALVE (FL X FL)
7 10" ROMAC DISMANTLING JOINT (FL X FL)
8 10" ELECTROMAGNETIC FLOW METER
9 PRESSURE GAUGE AND TRANSMITTER (SEE DETAIL
4/D1.01)
10 10" X 10" TEE (FL X FL)
11 6" ACTUATED BUTTERFLY VALVE W/ DESCRETE AND
ANALOG CAPABILITIES
14 10" X 4" TEE (FL X FL), AIR RELEASE VALVE (SEE
DETAIL 2/D1.01)
16 7-INCH ROUND-TOP FLOOR DRAIN W/ ADJUSTABLE
STRAINER & 4-INCH PIPING
17 4" DRAIN PIPE @ 2.0% SLOPE
19 6" LINK SEAL
24 PIPE SUPPORT (SEE DETAIL 1/D1.01)
26 10" DIP 45-DEGREE (MJ X MJ)
27 10" DIP SPOOL (FL X MJ)
29 10" X 6" ECCENTRIC REDUCER (FL X FL)
31 6" ROMAC DISMANTLING JOINT (FL X FL)
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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 ARCHITECTURAL AND CIVIL. IF ANY DISCREPANCY IS NOTICED, IT MUST BE IMMEDIATELY BROUGHT TO THE
ATTENTION OF THE ARCHITECT AND 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).
15.01 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.
15.02 OPENINGS IN CONCRETE WALLS MAY BE PERMITTED SUBJECT TO THE APPROVAL OF THE ENGINEER OF RECORD.
15.03 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
15.00 OPENINGS IN SLABS, BEAMS AND WALLS
14.00 REINFORCED CONCRETE (CAST-IN-PLACE)
14.01 ALL CONCRETE SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH IBC CHAPTER 19 & ACI-318, LATEST CODE
ADOPTED EDITION.
14.02 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.
14.03 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.
14.04 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.
14.05 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.
14.06 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.
14.07 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.
14.08 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.
14.09 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.
14.10 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.
14.11 CONSTRUCTION JOINTS SHALL BE AS APPROVED BY THE STRUCTURAL ENGINEER AND THE ARCHITECT.
14.12 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.
14.13 LAP SPLICES ARE ALL CLASS B TENSION LAP SPLICES, UNO.
14.14 PROVIDE A 3/4" CHAMFER ON ALL EXPOSED CORNERS OF CONCRETE.
14.15 PROVIDE ISOLATION JOINTS AROUND WALLS AT SLAB-ON-GRADE AREAS.
14.16 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, INC. FOR WELL 3 AND WATERLINE, LANDGAN PROJECT NO.
170529901, DATED JANUARY 28, 2025.
9.02 DESIGN ALLOWABLE SOIL BEARING CAPACITY =2500 PSF
9.03 SOIL UNIT WEIGHT =120 PCF (ASSUMED)
9.04 MINIMUM DEPTH FROM EXTERIOR GRADE TO BOTTOM OF BUILDING PERIMETER FOOTINGS SHALL BE 36".
9.05 MODULUS OF SUBGRADE REACTION =150 PCI
9.06 SOIL FRICTION COEFFICIENT =0.30
1.01 BUILDING CODE INTERNATIONAL BUILDING CODE 2018 (2018 IBC)
2018 UTAH STATE BUILDING CODE (2018 IBC)
1.02 BUILDING RISK CATEGORY = IV
1.03 DESIGN LOADS
A.DEAD LOAD:SELF WEIGHT OF MEMBERS + 5 PSF RIGID INSULATION + 5 PSF SUPERIMPOSED DEAD LOAD
B.LIVE LOAD:
ROOF LIVE LOAD =20 PSF
SLAB-ON-GRADE =125 PSF
C.SNOW LOAD:
GROUND SNOW LOAD =50 PSF
SNOW EXPOSURE FACTOR, Ce =1.0
SNOW LOAD IMPORTANCE FACTOR, IS =1.2
THERMAL FACTOR, Ct =1.2
FLAT-ROOF SNOW LOAD, pf =50.4
D.WIND LOAD:
DESIGN WIND SPEED, V =115 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, INC. FOR WELL 3 AND WATERLINE, LANGAN PROJECT NO. 170529901,
DATED JANUARY 28, 2025.
IMPORTANCE FACTOR, IE =1.50
SITE CLASS =D
SPECTRAL RESPONSE ACCELERATION, SS =0.236 g
SPECTRAL RESPONSE ACCELERATION, S1 =0.082 g
SPECTRAL RESPONSE ACCELERATION, SDS =0.377 g
SPECTRAL RESPONSE ACCELERATION, SD1 =0.197 g
SEISMIC DESIGN CATEGORY =D
BASIC SEISMIC FORCE RESISTING SYSTEM =BEARING WALL SYSTEM, SPECIAL REINFORCED CONCRETE
SHEAR WALL
ANALYSIS PROCEDURE =EQUIVALENT LATERAL FORCE (ELF)
SEISMIC RESPONSE MODIFICATION FACTOR, R =5
SEISMIC RESPONSE COEFFICIENT, CS =0.113
DESIGN BASE SHEAR (N-S AND E-W)=18.83 KIP
1.00 DESIGN LOADS
2.00 FUTURE EXPANSION
2.01 THE PROJECT IS NOT DESIGNED FOR FUTURE EXPANSION.
7.01 THE FOLLOWING SUBMITTALS ARE DEFERRED FOR THEIR DESIGN TO BE PROVIDED BY THE SUPPLIER:
A.LADDER AND ATTACHMENT TO STRUCTURE.
B.HATCH AND ATTACHMENT TO STRUCTURE.
7.02 DOCUMENTS FOR THE DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED A MINIMUM OF 30 DAYS BEFORE ITEMS ARE TO BE
INSTALLED. THESE ITEMS ARE TO BE REVIEWED BY THE GENERAL CONTRACTOR AND THE ENGINEER OF RECORD FOR
GENERAL CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. REFER TO THE PROJECT MANUAL FOR DEFERRED
SUBMITTAL DESIGN QUALIFICATIONS AND ADDITIONAL DEFERRED SUBMITTAL REQUIREMENTS.
7.00 DEFERRED SUBMITTALS
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 PORTLAND CEMENT - ASTM C150
B.AGGREGATES (3/4" MAX) - ASTM C33
C.AIR ENTRAINING (6% +/- 1.5% AT SOG, 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.GROUT SHALL BE NON-SHRINK, NON-METALLIC
I.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
WALLS 4500 F2 0.45
FOUNDATIONS / SLAB ON GRADE 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
B.TIES AND STIRRUPS 60 A615
C.WELDED WIRE FABRIC (SMOOTH)65 A185
12.00 STEEL
12.01 STEEL MATERIAL PROPERTIES FY, PSI ASTM
A.STRUCTURAL WIDE FLANGE SHAPES 50,000 A992
B.OTHER STRUCT. SHAPES & PLATES 36,000 A36
C.HIGH STRENGTH BOLTS, UNO 92,000 (1" AND SMALLER)A325
D.ANCHOR RODS 36,000 UNO F1554
E.WELDING ELECTRODES E70XX AWS D1.3 CHAPTER 5
F.DECK WELDING ELECTRODES E60XX OR E70XX AWS D1.3 CHAPTER 1
G.STRUCTURAL PIPES 35,000 A53 GRADE B
H.RECTANGULAR & SQUARE HSS 50,000 A500 GRADE C
I.ROUND HSS 42,000 A500 GRADE C
J.HEADED STUDS, TYPE B (FU = 65,000)51,000 AWS D1.1 CHAPTER 7
12.02 PROVIDE PROTECTIVE ASPHALTIC COATING OR EQUAL AROUND STRUCTURAL STEEL BELOW GRADE.
12.03 WELDED CONNECTIONS SHALL BE IN ACCORDANCE WITH THE LATEST AWS SPECIFICATIONS. FILLET WELDS NOTED ON THE
DRAWINGS SHALL BE 3/16", UNLESS NOTED OTHERWISE. ALL GALVANIZED STEEL SURFACES DAMAGED BY FIELD WELDING
OR FIELD WELDING PREPARATIONS SHALL BE CLEANED AND PAINTED WITH COLD GALVANIZING COMPOUND OR ZINC-RICH PAINT,
OR PAINTED PER THE ARCHITECTURAL DRAWINGS.
12.04 BOLTED CONNECTIONS SHALL BE 3/4”DIA., A325 BEARING-TYPE WITH THREADS INCLUDED IN THE SHEAR PLANE. UNLESS NOTED
OTHERWISE, INSTALL BOLTS IN PROPERLY ALIGNED HOLES AND TIGHTEN USING ONE OF THE FOLLOWING METHODS: SNUG-TIGHT
CONDITION, TURN-OF-THE-NUT METHOD, A DIRECT TENSION INDICATOR,OR CALIBRATED WRENCH AS DEFINED BY THE LATEST
EDITION OF AISC “SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS”.
12.05 STRUCTURAL STEEL IN EXTERIOR LOCATIONS SHALL BE GALVANIZED, UNLESS NOTED OTHERWISE.
13.00 ELEVATED METAL DECK
13.01 THE CONTRACTOR SHALL PROVIDE ALL ACCESSORIES REQUIRED TO COMPLETE THE METAL DECK INSTALLATION. ALL REQUIRED
COMPONENTS SHALL BE ILLUSTRATED ON SHOP DRAWINGS.
13.02 REFER TO CONTRACT DRAWINGS FOR CONNECTION DETAILS AND DEFINITION OF PERIMETER AND CORNER AREAS.
13.03 METAL DECK SHALL BE PROVIDED IN LONGEST LENGTHS POSSIBLE, PROVIDED A MINIMUM OF 3-SPAN CONDITIONS IN ALL LOCATIONS.
13.04 STEEL DECK SHALL CONFORM TO ASTM A653 AND SDI DESIGN MANUAL FOR COMPOSITE DECKS, FORM DECKS AND ROOF DECKS.
STEEL DECK SHALL BE RECOGNIZED UNDER THE LATEST VERSION OF ICC-ES AC43 ACCEPTANCE CRITERIA FOR STEEL DECK, ROOF
AND FLOOR SYSTEMS.
13.05 SHOP DRAWINGS INDICATING STEEL DECK LAYOUT, FASTENING METHOD AND PATTERN SHALL BE SUBMITTED TO THE STRUCTURAL
ENGINEER OF RECORD PRIOR TO STEEL DECK INSTALLATION.
13.06 CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE STEEL DECK IS NOT DAMAGED PRIOR TO INSTALLATION DURING
STORAGE, HANDLING AND ERECTION. DAMAGED STEEL DECK SHALL BE REPLACED.
13.07 STEEL DECK SHALL BE STORED OFF THE GROUND WITH ONE END ELEVATED TO PROVIDE DRAINAGE AND SHOULD BE PROTECTED
FROM THE ELEMENTS WITH A WATERPROOF COVERING VENTILATED TO PREVENT CONDENSATION.
13.08 STEEL DECK PANELS SHALL BE PLACED STRAIGHT AND TRUE WITH A MAXIMUM 1/4 INCH HORIZONTAL MISALIGNMENT IN 100 FEET
LENGTH. STEEL DECK SHALL BE MARKED OVER JOIST CHORDS PRIOR TO FASTENING TO PREVENT WELD BURN THROUGH OR
MECHANICAL FASTENER PUNCH THROUGH.
13.09 ENDLAPS OF STEEL DECK SHALL OVERLAP ADJACENT SHEETS A MINIMUM OF 2 INCHES UNLESS NOTED OTHERWISE.
13.10 STEEL DECK SHALL BE INSTALLED IN ACCORDANCE WITH FM, UL AND ICC-ES AC43 DESIGNS.
13.11 FRAMING AROUND TYPICAL OPENINGS SHALL BE IN ACCORDANCE WITH STANDARD PRACTICE DETAILS PROVIDED IN SDI "MANUAL
OF CONSTRUCTION WITH STEEL DECK".
13.12 NO MECHANICAL, ELECTRICAL, PLUMBING, ARCHITECTURAL OR MISCELLANEOUS ELEMENTS SHALL BE SUPPORTED FROM THE
UNDERSIDE OF THE METAL DECK.
13.13 REFER TO MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF ALL ROOF OPENINGS, ROOF DRAIN DETAILS, AND ROOF HATCH
DETAILS.
13.14 MECHANICAL FASTENERS:
A.INSTALL POWDER-ACTUATED FASTENERS ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS.
B.POWDER-ACTUATED FASTENERS SHALL BE MANUFACTURED FROM AISI 1070 MODIFIED STEEL, AUSTEMPERED TO A
ROCKWELL C HARDNESS OF 52-58. FASTENERS SHALL HAVE A MINIMUM TENSILE AND SHEAR STRENGTHS OF 285 KSI AND
182 KSI RESPECTIVELY.
C.POWDER-ACTUATED FASTENERS SHALL HAVE BALLISTIC POINTS, KNURLED SHANKS AND MINIMUM 12-MM DIAMETER STEEL
WASHERS.
16.00 POST-INSTALLED ANCHORS
16.02 SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF
RECORD PRIOR TO USE. CONTRACTOR SHALL PROVIDE CALCULATIONS DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS
CAPABLE OF ACHIEVING THE PERFORMANCE VALUES OF THE SPECIFIED PRODUCT. SUBSTITUTIONS WILL BE EVALUATED BY
THEIR HAVING AN ICC ESR SHOWING COMPLIANCE WITH THE RELEVANT AND CURRENT BUILDING CODE.
16.03 INSTALL ANCHORS PER THE MANUFACTURER INSTRUCTIONS, AS INCLUDED IN THE ANCHOR PACKAGING AND IN ACCORDANCE
WITH THE INSTALLATION METHODS USED IN THE ESR REPORT.
16.04 THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER'S REPRESENTATIVE TO PROVIDE ONSITE INSTALLATION
TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. THE STRUCTURAL ENGINEER OF RECORD MUST RECEIVE
DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR'S PERSONNEL WHO INSTALL ANCHORS ARE TRAINED PRIOR TO
THE COMMENCEMENT OF INSTALLING ANCHORS.
16.05 ANCHOR CAPACITY IS DEPENDENT UPON SPACING BETWEEN ADJACENT ANCHORS AND PROXIMITY OF ANCHORS TO EDGE OF
CONCRETE. INSTALL ANCHORS IN ACCORDANCE WITH SPACING AND EDGE CLEARANCES INDICATED ON THE DRAWINGS.
16.06 EXISTING REINFORCING BARS IN THE CONCRETE STRUCTURE MAY CONFLICT WITH SPECIFIC ANCHOR LOCATIONS. UNLESS
NOTED ON THE DRAWINGS THAT THE BARS CAN BE CUT, THE CONTRACTOR SHALL REVIEW THE EXISTING STRUCTURAL
DRAWINGS AND SHALL LOCATE THE POSITION OF THE REINFORCING BARS AT THE LOCATIONS OF THE CONCRETE ANCHORS BY
GPR, X-RAY, CHIPPING OR OTHER MEANS APPROVED BY THE ENGINEER OF RECORD. CONTRACTOR SHALL IMMEDIATELY
CONTACT THE ENGINEER OF RECORD IF A CONFLICT IS IDENTIFIED.
16.01 UNLESS OTHERWISE INDICATED ON PLANS, POST-INSTALLED ANCHORS SHALL CONSIST OF THE FOLLOWING ANCHOR TYPES, OR
ENGINEER'S APPROVED EQUAL:
ADHESIVE ANCHOR
SOLID CONCRETE
MECHANICAL ANCHOR
GROUTED MASONRY
HOLLOW MASONRY
OR BRICK
HILTI RE 500V3 SAFE SET SYSTEM
(ESR-2322 / ESR-3814)
HILTI HY 200 SAFE SET SYSTEM
(ESR-3187 / ESR-3963)
HILTI HY 270 SAFE SET SYSTEM
(ESR-4143)
HILTI HY 270 W/ APPROPRIATE SCREEN TUBE
(ESR-4143)
HILTI KWIK HUS EZ
(ESR-3027 / ESR-3056)
HILTI KWIK BOLT TZ
(ESR-1917 / ESR-3785)
HILTI KWIK HUS EZ
(ESR-3027 / ESR-3056)
HILTI KWIK BOLT
(ESR-1385 / ESR-3785)
N/A
SHEET NUMBER
215
South
State
Street
,
Suite
400
|
Salt
Lake
City,
UT
84111
|
Tel.
No.
(385)
212-3176
SEAL
DRAWN
BY:
DESIGNED
BY:
CHECKED
BY:
PROJECT
No.:
SCALE:
DESCRIPTION
DATE
#
WASATCH
PEAKS
RANCH
MORGAN
COUNTY,
UTAH
PLAT
1
LIFT
STATION
PLANS
BIM
360://096360010
Wasatch
Peaks
Ranch/WPR
Well
Pump
House
3_STR_R21.rvt
1"
=
1'-0"
S000
MBG
JML
ALB
096360005
STRUCTURAL
GENERAL
NOTES
03/05/2025
NO
T

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
17.01 SPECIAL INSPECTIONS WILL BE PROVIDED IN COMPLICANCE WITH THE 2021 IBC PER SECTION 17.
17.02 OWNER WILL ENGAGE A SPECIAL INSPECTOR AND QUALIFIED TESTING AND INSPECTING AGENCY TO PERFORM FIELD TESTS AND INSPECTIONS
AND PREPARE TEST REPORTS.
17.03 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.
17.04 CONTRACTOR SHALL NOTIFY SPECIAL INSPECTOR AND TESTING AGENCY AT LEAST 48 HOURS IN ADVANCE OF ITEMS REQUIRED FOR SPECIAL
INSPECTION.
17.05 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.
17.06 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.
17.07 PORTIONS OF WORK REQUIRING SPECIAL INSPECTION:
I. FOUNDATION:
A.COMPACTED FILL, GRADING AND EXCAVATIONS
B.CONTINUOUS INSPECTION OF PILE DRIVING AND/OR DRILLING OF CAISSONS
C.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
B.CONTINUOUS INSPECTION FOR SLAB-ON-GRADE CONCRETE
C.TEXT CYLINDERS FOR SLAB-ON-GRADE CONCRETE
D.SEE IBC TABLE 1705.3 BELOW FOR ANY ADDITIONAL REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION
E.SHRINKAGE TESTS PER ASTM C157
SLAB ON GRADE, SLAB ON METAL DECK, APRON SLAB, TILT-UP PANELS, AND SITE PANELS
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 STEEL
A.MILL REPORTS AND IDENTIFICATION OF STEEL (AFFIDAVIT OF COMPLIANCE)
B.SAMPLING AND TESTING OF SPECIMENS
C.SEE TABLES N5.4-1 THRU N5.4-3 AND TABLES N5.6-1 THRU N5.6-3 OF AISC 360-16 FOR ALL STRUCTURAL STEEL.
D.SEE TABLES J6-1 THRU J6-3, TABLES J7-1 THRU J7-3 AND TABLE J8-1 OF AISC 341-16 FOR ALL SEISMIC RESISTING STRUCTURAL
STEEL ELEMENTS IN SEISMIC DESIGN CATEGORIES C, D, E, AND F.
E.SPECIAL INSPECTIONS AND QUALIFICATION OF WELDING SPECIAL INSPECTORS FOR COLD-FORMED STEEL FLOOR AND ROOF
DECK SHALL BE IN ACCORDANCE WITH THE QUALITY ASSURANCE INSPECTION REQUIREMENTS OF SDI QA/QC.
F.SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOIST GIRDERS SHALL BE IN ACCORDANCE WITH TABLE 1705.2.3.
V. WELDING:
A.ALL STRUCTURAL WELDING (INCLUDES DECKING AND WELDED STUDS), EXCEPT WELDING IN APPROVED SHOPS PER IBC
1704.2.5.1
B.ULTRASONIC TESTING OF FULL PENETRATION WELD CONNECTIONS AT MOMENT FRAMES, BRACED FRAMES, BEAM SPLICES,
AND FIELD WELDS.
C.STRUCTURAL LIGHT GAUGE METAL FRAME WELDING
D.REINFORCING STEEL WELDING PER AISC 360-16 AND AISC 341-16
E.SEE TABLES N5.4-1 THRU N5.4-3 OF AISC 360-16 FOR ANY ADDITIONAL REQUIRED VERIFICATION AND INSPECTION OF STEEL
CONSTRUCTION
F.SEE TABLES J6-1 THRU J6-3 OF AISC 341-16 FOR ANY ADDITIONAL REQUIRED VERIFICATION AND INSPECTION OF WELDING FOR
SEISMIC DESIGN CATEGORY C, D, E, AND F.
VI. BOLTING:
A.HIGH STRENGTH BOLT A325SC AND A490SC (TORQUE VERIFICATION)
B.HIGH STRENGTH BOLT A325N AND A490N (SNUG CONTACT OF PLYS)
C.EXPANSION/ADHESIVE ANCHORS IN CONCRETE OR MASONRY
D.ANCHOR BOLTS AT CONCRETE WALLS AND BRACED FRAMES, (BOLT INSTALLATION AND CONCRETE PLACEMENT)
E.SEE TABLES N5.6-1 THRU N5.6-3 OF AISC 360-16 FOR ANY ADDITIONAL REQUIRED VERIFICATION AND INSPECTION OF STEEL
CONSTRUCTION.
F.SEE TABLES J7-1 THRU J7-3 OF AISC 341-16 FOR ANY ADDITIONAL REQUIRED VERIFICATION AND INSPECTION OF BOLTING FOR
SEISMIC DESIGN CATEGORY C, D, E, AND F.
VII. APPROVED FABRICATORS: (MUST SUBMIT CERTIFICATE OF COMPLIANCE)
FOR ALL OFFSITE FABRICATION SUCH AS STRUCTURAL STEEL, GLU-LAMS, PRECAST CONCRETE, ETC.
VIII. 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
17.00 SPECIAL INSPECTIONS
TABLE J7.1
INSPECTION TASKS PRIOR TO BOLTING
INSPECTION TASKS PRIOR TO BOLTING
QC QA
PROPER FASTENERS SELECTED FOR THE JOINT DETAIL
PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL
CONNECTING ELEMENTS, INCLUDING THE FAYING SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED,
MEET APPLICABLE REQUIREMENTS
-
PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED FOR FASTENER ASSEMBLIES AND
METHODS USED
-
TASK DOC.TASK DOC.
-
-
O
O
O
O
--O OPROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER FASTENER COMPONENTS
--O O
D DPO
TABLE J7.2
INSPECTION TASKS DURING BOLTING
INSPECTION TASKS DURING BOLTING
QC QA
FASTENER ASSEMBLIES PLACED IN ALL HOLES AND WASHERS (IF REQUIRED) ARE POSITIONED AS REQUIRED -
-
TASK DOC.TASK DOC.
-
-
O
O
O
OJOINT BROUGHT TO THE SNUG TIGHT CONDITION PRIOR TO THE PRETENSIONING OPERATION
FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING
BOLTS ARE PRETENSIONED PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE EDGES
--O O
--O O
TABLE J7.3
INSPECTION TASKS AFTER BOLTING
INSPECTION TASKS AFTER BOLTING
QC QA
DOCUMENT ACCEPTED AND REJECTED CONNECTIONS -
TASK DOC.TASK DOC.
-O O
TABLE J6.1
VISUAL INSPECTION TASKS PRIOR TO WELDING
VISUAL INSPECTION TASKS PRIOR TO WELDING
QC QA
MATERIAL IDENTIFICATION (TYPE / GRADE)
WELDER IDENTIFICATION SYSTEM
FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY)
-JOINT PREPARATION
-DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL
-CLEANLINESS (CONDITION OF STEEL SURFACES)
-TACKING (TACK WELD QUALITY AND LOCATION
-BACKING TYPE AND FIT (IF APPLICABLE)
-
CONFIGURATION AND FINISH OF ACCESS HOLES
FIT-UP OF FILLET WELDS
-DIMENSIONS (ALIGNMENT, GAPS AT ROOT)
-CLEANLINESS (CONDITION OF STEEL SURFACES)
-TACKING (TACK WELD QUALITY AND LOCATION)
** FOLLOWING PERFORMANCE OF THIS INSPECTION TASK FOR TEN WELDS TO BE MADE BY A GIVEN WELDER, WITH THE WELDER DEMONSTRATING UNDERSTANDING OF
REQUIREMENTS AND POSSESSION OF SKILLS AND TOOLS TO VERIFY THESE ITEMS, THE PERFORM DESIGNATION OF THIS TASK SHALL BE REDUCED TO OBSERVE, AND
THE WELDER SHALL PERFORM THIS TASK. SHOULD THE INSPECTOR DETERMINE THAT THE WELDER HAS DISCONTINUED PERFORMANCE OF THIS TASK, THE TASK SHALL
BE RETURNED TO PERFORM UNTIL SUCH TIME AS THE INSPECTOR HAS RE-ESTABLISHED ADEQUATE ASSURANCE THAT THE WELDER WILL PERFORM THE INSPECTION
TASKS LISTED.
-
TASK DOC.TASK DOC.
-
-
O
O
O
O
--P/O**O
--O O
--P/O**O
TABLE J6.3
VISUAL INSPECTION TASKS AFTER WELDING
VISUAL INSPECTION TASKS AFTER TO WELDING
QC QA
WELDS CLEANED
SIZE, LENGTH, AND LOCATION OF WELDS
WELDS MEET VISUAL ACCEPTANCE CRITERIA
-CRACK PROHIBITION
-WELD / BASE-METAL FUSION
-CRATER CROSS SECTION
-WELD PROFILES AND SIZE
-UNDERCUT
-POROSITY
-
k-AREA1
1 WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE k - AREA, VISUALLY INSPECT THE WEB
k - AREA FOR CRACKS WITHIN 3 IN. (75mm) OF THE WELD. THE VISUAL INSPECTION SHALL BE PERFORMED NO SOONER THAN 48 HOURS
FOLLOWING COMPLETION OF THE WELDING.
-
TASK DOC.TASK DOC.
-
-
O
P
O
P
D DPP
PLACEMENT OF REINFORCING OR CONTOURING FILLET WELDS (IF REQUIRED)
BACKING REMOVED, WELD TABS REMOVED AND FINISHED, AND FILLET WELDS ADDED (IF REQUIRED)
REPAIR ACTIVITIES
D DPP
D DPP
D DPP
-DPP
TABLE J6.2
VISUAL INSPECTION TASKS DURING WELDING
VISUAL INSPECTION TASKS DURING WELDING
QC QA
WPS FOLLOWED
-SETTINGS ON WELDING EQUIPMENT
-TRAVEL SPEED
-SELECTED WELDING MATERIALS
-SHIELDING GAS TYPE / FLOW RATE
-PREHEAT APPLIED
-INTERPASS TEMPERATURE MAINTAINED (MIN / MAX.)
-PROPER POSITION (F, V, H, OH)
-INTERMIX OF FILLER METALS AVOIDED UNLESS APPROVED
TASK DOC.TASK DOC.
--O O
USE OF QUALIFIED WELDERS --O O
CONTROL AND HANDLING OF WELDING CONSUMABLES
-PACKAGING
-EXPOSURE CONTROL
ENVIROMENTAL CONDITIONS
-WIND SPEED WITHIN LIMITS
-PRECIPITATION AND TEMPERATURE
WELDING TECHNIQUES
-INTERPASS AND FINAL CLEANING
-EACH PASS WITHIN PROFILE LIMITATIONS
-EACH PASS MEETS QUALITY REQUIREMENTS
USE OF QUALIFIED WELDERS
--O O
--O O
--O O
--O O
TABLE 1705.6 (IBC 2019)
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 2019)
REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION
TYPE CONTINUOUS
SPECIAL INSPECTION REFERENCED STANDARDaPERIODIC
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. INSPECT ANCHORS POST-INSTALLED IN HARDENED
CONCRETE MEMBERS.bA.ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR
UPWARDLY INCLINED ORIENTATIONS TO RESIST
SUSTAINED TENSION LOADS.
B.MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT
DEFINED IN 4A
X
-
-
X
ACI 318: 17.8.2.4
ACI 318: 17.8.2
5. 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
6. 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.
7. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT
FOR PROPER APPLICATION TECHNIQUES.
8. INSPECTION OF MAINTENANCE OF SPECIFIED CURING
TEMPERATURE AND TECHNIQUES.
9. 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.
10. 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
215
South
State
Street
,
Suite
400
|
Salt
Lake
City,
UT
84111
|
Tel.
No.
(385)
212-3176
SEAL
DRAWN
BY:
DESIGNED
BY:
CHECKED
BY:
PROJECT
No.:
SCALE:
DESCRIPTION
DATE
#
WASATCH
PEAKS
RANCH
MORGAN
COUNTY,
UTAH
PLAT
1
LIFT
STATION
PLANS
BIM
360://096360010
Wasatch
Peaks
Ranch/WPR
Well
Pump
House
3_STR_R21.rvt
1"
=
1'-0"
S001
MBG
JML
ALB
096360005
SPECIAL
INSPECTIONS
03/05/2025
NO
T

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
SHEET NUMBER
215
South
State
Street
,
Suite
400
|
Salt
Lake
City,
UT
84111
|
Tel.
No.
(385)
212-3176
SEAL
DRAWN
BY:
DESIGNED
BY:
CHECKED
BY:
PROJECT
No.:
SCALE:
DESCRIPTION
DATE
#
WASATCH
PEAKS
RANCH
MORGAN
COUNTY,
UTAH
PLAT
1
LIFT
STATION
PLANS
BIM
360://096360010
Wasatch
Peaks
Ranch/WPR
Well
Pump
House
3_STR_R21.rvt
S002
MBG
JML
ALB
096360005
ABBREVIATIONS
RD ROOF DRAIN
REBAR REINFORCING STEEL BAR
REF REFERENCE
REINF REINFORCEMENT
REP REPAIR
REPL REPLACE
REQD REQUIRED
REV REVISION
RFI REQUEST FOR INFORMATION
RFP REQUEST FOR PROPOSAL
RT/W RETAINING WALL
S SOUTH
SCHED SCHEDULE
SD SHOP DRAWINGS; SCHEMATIC
DESIGN; SHORT DIRECTION
SEC SECTION
SIM SIMILAR
SL SNOW LOAD
SOG SLAB-ON-GRADE
SP EL SPOT ELEVATION
SPA SPACES
SPEC SPECIFICATION
SQ SQUARE
STD STANDARD
STL STEEL
STL JST STEEL JOIST
STOR STORAGE
STRUCT STRUCTURAL
T&B TOP AND BOTTOM
TB THROUGH BOLT
TE TOP ELEVATION
TEMP TEMPERATURE; TEMPORARY
TFF TOP OF FINISH FLOOR
THK THICKNESS
THRU THROUGH
TO TOP OF ___
TO FDN TOP OF FOUNDATION
TOB TOP OF BEAM
TOC TOP OF CONCRETE (CURB)
TOC FTG TOP OF CONCRETE FOOTING
TOC WALL TOP OF CONCRETE WALL
TOF TOP OF FLOOR (FOOTING)
TOM TOP OF MASONRY
TOS TOP OF SLAB
TOW TOP OF WALL
TYP TYPICAL
UNIF UNIFORM
UNO UNLESS NOTED OTHERWISE
V SHEAR
VAR VARIES
VEH VEHICLE
VERT VERTICAL
VIF VERIFY IN FIELD
W WEST
W/WITH
W/O WITHOUT
W/W WALL TO WALL
WF WIDE FLANGE
WL WIND LOAD
WP WATERPROOFING
WWF WELDED WIRE FABRIC
G GIRDER; GROUND
GA GAGE
GALV GALVANIZED
GC GENERAL CONTRACTOR
GEN GENERAL
GL GROUND LEVEL
GR BM GRADE BEAM
GR FL GROUND FLOOR
HDG HOT-DIP GALVANIZING
HK HOOK
HORIZ HORIZONTAL
HS HEADED STUD
HT HEIGHT
ID INSIDE DIAMETER (DIMENSION)
IF INSIDE FACE
IN INCH
INFO INFORMATION
INSTL INSTALL
INT INTERIOR
ISO JT ISOLATION JOINT
JST JOIST
JT JOINT
KIP THOUSAND POUNDS
KLF KIPS PER LINEAR FOOT
KSF KIPS PER SQUARE FOOT
KSI KIPS PER SQUARE INCH
KWY KEYWAY
L ANGLE
LBS POUNDS
LD LONG DIRECTION
LF LINEAR FEET (FOOT)
LL LIVE LOAD
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LN LANE
LTL LINTEL
M MOMENT
MAS MASONRY
MATL MATERIAL
MAX MAXIMUM
MBR MEMBER
MEAS MEASURE
MECH MECHANICAL
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MULT MULTIPLE
N NORTH
NA NOT APPLICABLE
NF NEAR FACE
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NORM NORMAL
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
(DIMENSION)
OF OUTSIDE FACE
OPNG OPENING
OPP OPPOSITE
OTO OUT TO OUT
PAR PARALLEL
PCC PRECAST CONCRETE
PCF POUNDS PER CUBIC FOOT
PEMB PRE-ENGINEERED METAL
BUILDING
PERP PERPENDICULAR
PL PLATE; PROPERTY LINE
PRCST PRECAST
PRELIM PRELIMINARY
PRKG PARKING
PROJ PROJECT
PROP PROPERTY
PS CONC PRESTRESSED CONCRETE
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT POST TENSIONED
PT CONC POST TENSIONED CONCRETE
QTR QUARTER
R RADIUS
RC REINFORCED CONCRETE
RCB REINFORCED CONCRETE BOX
RCP REINFORCED CONCRETE PIPE
A/E ARCHITECT/ENGINEER
AB ANCHOR BOLT
ABC AGGREGATE BASE COURSE
ACC ACCESSIBLE
ADDL ADDITIONAL
ADDM ADDENDUM
ADJ ADJACENT
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AFS ABOVE FINISHED SLAB
AGGR AGGREGATE
ALLOW ALLOWANCE
ALT ALTERNATE
APPROX APPROXIMATE
ARCH ARCHITECT, ARCHITECTURAL
BC BACK OF CURB
BF BOTH FACES
BLDG BUILDING
BM BEAM; BENCHMARK
BOT BOTTOM
BTWN BETWEEN
BW BOTH WAYS
C&G CURB AND GUTTER
CANTIL CANTILEVER
CCW COUNTERCLOCKWISE
CD CONSTRUCTION DOCUMENTS
CEM CEMENT
CGS CENTER OF GRAVITY OF
STRAND
CIP CAST-IN-PLACE
CJ CONSTRUCTION JOINT
CL CENTERLINE
CLG CEILING
CLL COLUMN LINE
CLR CLEAR
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONC CONCRETE
CONN CONNECTION
CONSTR CONSTRUCTION
CONT CONTINUE; CONTINUOUS
COORD COORDINATE
COV COVER
CTC CENTER TO CENTER
CTR CENTER
CTRL JT CONTROL JOINT
CW CLOCKWISE
D DEPTH
D-B DESIGN-BUILD
DEFL DEFLECTION
DEG DEGREE
DEL DELETE
DEMO DEMOLITION
DET DETAIL
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DIR DIRECTION
DIST DISTANCE
DL DEAD LOAD
DR DRAIN; DRIVE
DSGN DESIGN
DWG DRAWING
DWL DOWEL(S)
E EAST
EA EACH
EC EDGE OF CURB
EE EACH END
EF EACH FACE
EJ EXPANSION JOINT
EL EACH LAYER; ELEVATION
ELEV ELEVATOR
EMBED EMBEDMENT
ENGR ENGINEER
ENTR ENTRANCE
EOR ENGINEER OF RECORD
EOS EDGE OF SLAB
EQ EQUAL
EQL SP EQUALLY SPACED
EQUIP EQUIPMENT
ESP EXPANSION; EXPOSED
EST ESTIMATE
EW EACH WAY
EX / EXIST EXISTING
EXP BT EXPANSION BOLT
EXP JT EXPANSION JOINT
EXST GR EXISTING GRADE
EXT EXTERIOR
EXTN EXTENSION
FD FLOOR DRAIN
FDTN FOUNDATION
FF FINISH FACE
FF EL FINISH FLOOR ELEVATION
FIN FINISH
FIN FLR FINISH FLOOR
FIN GR FINISH GRADE
FLR FLOOR
FOC FACE OF CONCRETE
FOM FACE OF MASONRY
FOW FACE OF WALL
FR FRAME
FRMG FRAMING
FT FEET; FOOT
FTF FACE TO FACE
FTG FOOTING
FWRK FORMWORK
ABBREVIATIONS
03/05/2025
NO
T

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
26'-8"
10"25'-0"10"
18'-0"
10"
13'-4"
10"
1
S300
__________
2
S300
__________
PRECAST INLET
STRUCTURE, SEE CIVIL
5" SLAB-ON-GRADE,
SEE DTL
TOC = 0'-0"
1
S301
2
S301
4
S301
3
S301
FLOOR DRAIN PER
DETAIL 2/S502
REINFORCING AROUND
OPNG IN SLAB PER
DETAIL 4/S502
REINFORCING AROUND
OPNG IN SLAB PER
DETAIL 4/S502
1
S501
__________
/3 S501
SEE DETAIL
FOR WALL REINF,
TYP
/1 S501
SLOPE TO
DRAIN, 2% MIN
7
S501
__________
SOG CONTROL JOINT
PER 8/S501
2
S501
__________1
S501
__________
TYP
1
S501
__________
1
S501
__________
12'-6"12'-6"
1'-8"
COMPRESSIBLE
ISOLATION JOINT
MATERIAL WALL PENETRATION.
REFER TO CIVIL PLANS
FOR LOCATION, SEE
DTL /1 S511
SLOPE TO
DRAIN, 2% MIN
TYP
__________
S511
2
TYP
2'-10"
8 1/8"
6"1'-6"10"
WF2.83
ECCENTRIC WALL
FOOTING TO ALLOW
FOR SLAB PIPE
PENETRATION
ENCASEMENT
1'-6"
1'-6"10"10"1'-6"
1'-6"
8
3/4"
6"
10"
1'-6"
ECCENTRIC WALL
FOOTING TO ALLOW
FOR SLAB PIPE
PENETRATION
ENCASEMENT
2'-10"
WF2.83
WF2.83
WF2.83
1'-6"
10"
6"
6"10"1'-6"
2'-10"
2'-10"
2"
CONC PEDESTAL,
SEE DETAIL /5 S502
1.SEE STRUCTURAL NOTES ON SHEET S000 FOR ADDITIONAL INFORMATION.
2.FOOTING ELEVATIONS ARE BASED ON 36" FROST COVER. COORDINATE
ELEVATIONS WITH CIVIL AND SITE PLANS FOR ANY ADDITIONAL DEPTH
THAT MAY BE REQUIRED TO MAINTAIN MINIMUM FROST DEPTH.
3.SEE SHEET S300 FOR TOP OF WALL ELEVATIONS.
4.REFER TO MEP AND CIVIL PLANS FOR LOCATION AND SIZES OF OPENING
THROUGH CIP CONCRETE, AND ALL NECESSARY EMBEDDED ITEMS
REQUIRED.
5.ALL FOUNDATION WORK RELATING TO THE INSTALLATION OF REBAR
SHALL BE OBSERVED AND APPROVED BY THE SPECIAL INSPECTOR.
6.PROVIDE CLASS B LAPS FOR ALL REBAR SPLICES RELATED TO
FOUNDATION WORK, UNLESS NOTED OTHERWISE.
7.REFER TO MECHANICAL PLANS FOR EXACT LOCATION OF FLOOR DRAINS.
8.CONTRACTOR SHALL NOTIFY ENGINEER IF DISCREPANCIES IN DRAINAGE
INTENT ARE NOTICED.
9.TOP OF CONCRETE ELEVATION 0'-0" CORRESPONDS TO FINISHED FLOOR
ELEVATION AT LEVEL 1, ELEVATION 4836.5, SEE CIVIL DRAWINGS.
10.ALL FOUNDATION WORK RELATING TO THE INSTALLATION OF REBARS
SHALL BE OBSERVED AND APPROVED BY THE SPECIAL INSPECTOR.
11.FOR CONCRETE WALL JOINTS:
A.PROVIDE VERTICAL FORMED CONTROL JOINTS IN THE CIP WALLS.
LOCATE CONTROL JOINTS AS FOLLOWS:
a.AT EA FOOTING STEP
b.WITHIN 5'-0" OF EACH CORNER
c.NO FURTHER THAN 15'-0" MAX OC.
B.CUT EVERY OTHER HORIZONTAL BAR AT CONTROL JOINT
LOCATIONS EXCEPT TOP AND BOT BARS. PROVIDE A "V" JOINT ON
ONE SIDE OF THE WALL (NON FORMLINER SIDE) AT EACH CONTROL
JOINT LOCATION.
C.WALL CONSTRUCTION JOINT SHALL BE LOCATED AT CONTROL JOINT
LOCATIONS.
FOUNDATION AND SLAB NOTES
LEGEND:
GRID
X k
'X'
W18X35
1.
2.
3.
4.
5.
NEW COLUMN GRIDLINE
INDICATES SPAN DIRECTION OF UNTOPPED METAL DECK
W18X35 =BEAM SIZE
SHEAR REACTION (LRFD), 15 KIPS MINIMUM IF NOT DESIGNATED
ON PLAN
INDICATES A STEP/RECESS OF 'X' IN FFE
SHEET NUMBER
215
South
State
Street
,
Suite
400
|
Salt
Lake
City,
UT
84111
|
Tel.
No.
(385)
212-3176
SEAL
DRAWN
BY:
DESIGNED
BY:
CHECKED
BY:
PROJECT
No.:
SCALE:
DESCRIPTION
DATE
#
WASATCH
PEAKS
RANCH
MORGAN
COUNTY,
UTAH
PLAT
1
LIFT
STATION
PLANS
BIM
360://096360010
Wasatch
Peaks
Ranch/WPR
Well
Pump
House
3_STR_R21.rvt
As
indicated
S100
MBG
JML
ALB
096360005
FOUNDATION
/
SLAB
PLAN
SCALE: 1/2" = 1'-0"S100
1 FOUNDATION / SLAB PLAN
WALL FOOTING SCHEDULE
MARK WIDTH THICKNESS BOT REINF TOP REINF COMMENTS
WF2.83 1'-2"#5 AT 6" OC LONGITUDINAL,
#5 AT 12" OC TRANSVERSE
#5 AT 6" OC LONGITUDINAL,
#5 AT 12" OC TRANSVERSE
TRANSVERSE BARS TO
HAVE ACI STD HOOKS
REFER TO GEOTECHNICAL REPORT
FOR GUIDANCE REGARDING
EXCAVATION AND FILL.
2'-10"
03/05/2025
NO
T

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
26'-8"
10"25'-0"10"
15'-0"
10"
13'-4"
10"
4'-5 1/16"4'-5 1/16"4'-5 1/16"4'-5"
4'-6
1/4"
4'-2"
4'-7
3/4"
W12x19
W12x19
W12x19
W12x19
W12x19
1
S300
__________
2
S300
__________
EQ EQ
7'-3 7/8"
C10x15.3
C10x15.3
SLOPE STEEL FOR
DRAINAGE. GC TO
UTILIZE CRICKETS TO
SLOPE TO SCUPPERS
1 1/2" x 20 GA GALVANIZED
STEEL ROOF DECK SEE
DETAIL
DECK SUPPORT ANGLE
PER DETAIL 2/S512
2
S512
__________
1
S512
__________2
S512
__________
2
S512
__________
1
S512
__________2
S512
__________
SEE DETAIL 5/S512 FOR
OPNG FRAMING
10" CIP CONC
WALL, TYP
/3 S512
TOS = 14'-8"
TOS = 15'-6"
SCUPPER AND
GUTTER SYSTEM
BY GC, TYP, SEE
ELEVATIONS
LEGEND:
NEW COLUMN GRIDLINE
INDICATES SPAN DIRECTION OF UNTOPPED METAL DECK
W18X35 =BEAM SIZE
SHEAR REACTION (LRFD), 15 KIPS MINIMUM IF NOT DESIGNATED
ON PLAN
INDICATES A STEP/RECESS OF 'X' IN FFE
GRID
X k
'X'
W18X35
1.REFER TO GENERAL NOTES FOR STEEL FINISH.
2.SPACE JOISTS AROUND ALL PLUMBING SLEEVES AND DRAINS. GC AND MECHANICAL
CONTRACTOR SHALL VERIFY LOCATIONS TO ENSURE PROPER BEAM LOCATIONS.
4.REFER TO MEP AND CIVIL PLANS TO CONFIRM ALL OPENINGS. TYPICAL OPENING FRAME
DETAIL PROVIDED ON SHEET S511.
5.METAL DECK IS 1.5PLB, SEE DETAIL 3/S512.
6.MECHANICAL EQUIPMENT IS NOT ANTICIPATED TO BE SUPPORTED FROM THE ROOF.
ANY EQUIPMENT TO BE SUPPORTED FROM THE ROOF STRUCTURE SHOULD BE
SUBMITTED TO THE EOR IN WRITING FOR REVIEW OF WEIGHT AND LOCATION PRIOR TO
PLACEMENT OF ROOF STRUCTURE.
7.ENTER HATCH OPENING OVER PUMPS. CONTRACTOR TO COORDINATE W/ STEEL
SUPPLIER.
NOTES:
1.
2.
3.
4.
5.
SHEET NUMBER
215
South
State
Street
,
Suite
400
|
Salt
Lake
City,
UT
84111
|
Tel.
No.
(385)
212-3176
SEAL
DRAWN
BY:
DESIGNED
BY:
CHECKED
BY:
PROJECT
No.:
SCALE:
DESCRIPTION
DATE
#
WASATCH
PEAKS
RANCH
MORGAN
COUNTY,
UTAH
PLAT
1
LIFT
STATION
PLANS
BIM
360://096360010
Wasatch
Peaks
Ranch/WPR
Well
Pump
House
3_STR_R21.rvt
As
indicated
S101
MBG
JML
ALB
096360005
ROOF
FRAMING
PLAN
SCALE: 1/2" = 1'-0"S101
1 ROOF FRAMING PLAN 03/05/2025
NO
T

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
FFE
0'-0"
TOP OF WALL17'-0"
TOF
-2'-4"
FINISHED
GRADE
TYP
6"
CORRUGATED METAL
ROOF DECK, TYP
STEEL FRAMING, TYP
10" CIP WALL, TYP
SLAB ON GRADE,
SEE PLAN
PIPE ENCASEMENT, SEE
FLOOR DRAIN
SLAB ON GRADE
PENETRATION,
SEE PLAN
/3 S502
ROOF MEMBRANE AND
INSULATION NOT SHOWN
FOR CLARITY, TYP
VARIES
TOS
ECCENTRIC FTG,
SEE FDTN PLAN
FFE
0'-0"
TOP OF WALL17'-0"
TOF
-2'-4"
FINSHED GRADE,
SEE CIVIL
SEE DETAIL 5/S512
FOR OPNG FRAME
TYP
6"
CORRUGATED METAL
ROOF DECK, TYP
ROOF HATCH, SEE PLAN
SLAB ON GRADE,
SEE PLAN
10" CIP WALL, TYP
COMPRESSIBLE
ISOLATION JOINT
MATERIAL
PRECAST INLET
STRUCTURE
ROOF MEMBRANE AND
INSULATION NOT SHOWN
FOR CLARITY, TYP
CLR
13'-8
1/8"
CONC PEDESTAL,
SEE DETAIL /5 S502
1.VERIFY ALL ROUGH OPENING DIMENSIONS WITH MECHANICAL AND ARCHITECTURAL
DRAWINGS AND WITH MANUFACTURER REQUIREMENTS.
NOTES:
SHEET NUMBER
215
South
State
Street
,
Suite
400
|
Salt
Lake
City,
UT
84111
|
Tel.
No.
(385)
212-3176
SEAL
DRAWN
BY:
DESIGNED
BY:
CHECKED
BY:
PROJECT
No.:
SCALE:
DESCRIPTION
DATE
#
WASATCH
PEAKS
RANCH
MORGAN
COUNTY,
UTAH
PLAT
1
LIFT
STATION
PLANS
BIM
360://096360010
Wasatch
Peaks
Ranch/WPR
Well
Pump
House
3_STR_R21.rvt
As
indicated
S300
MBG
JML
ALB
096360005
SECTIONS
SCALE: 1/2" = 1'-0"S300
1 BUILDING SECTION - EAST/WEST
SCALE: 1/2" = 1'-0"S300
2 BUILDING SECTION - NORTH / SOUTH 03/05/2025
NO
T

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
FFE
0'-0"
TOP OF WALL
17'-0"
TOS
15'-6"
TOF
-2'-4"
WALL REINF AROUND
PENETRATION PER
DTL 1/S511
PRECAST INLET
STRUCTURE, SEE CIVIL
2'-7"
ø 0'-10"
3" TALL BY 4" WIDE WALL
OPENING FOR SCUPPER AND
OVERFLOW SCUPPER WITH
GUTTER AND SPLASH PAD, BY
CONTRACTOR, TYP
FFE
0'-0"
TOP OF WALL
17'-0"
TOF
-2'-4"
TOP OF STEEL VARIES
CIP CONC WALL
26'-8"
FFE
0'-0"
TOP OF WALL17'-0"
TOS15'-6"
TOF
-2'-4"
R.O.
6'-10"
3'-2"
R.O.
6'-4"5'-6"
10'-2"
PRECAST INLET
STRUCTURE, SEE CIVIL
NOTE:
GC TO COORDINATE AND CONFIRM
ROUGH OPENING WITH DOOR AND
FRAME PROCURED PER GC.
COMPRESSIBLE
ISOLATION JOINT
MATERIAL
2"
FFE0'-0"
TOP OF WALL17'-0"
TOS15'-6"
TOF-2'-4"
4'-0" MIN 4'-0" MIN
4'-0"
MIN
2'-0"
18"x44" RO FOR MECH UNIT,
COORD DIMS W/ EQUIPMENT
SUPPLIER AND REQUIRED
SLEEVE SIZES
24"x44" RO FOR MECH UNIT,
COORD DIMS W/ EQUIPMENT
SUPPLIER AND REQUIRED
SLEEVE SIZES
1.VERIFY ALL ROUGH OPENING DIMENSIONS WITH MECHANICAL AND ARCHITECTURAL
DRAWINGS AND WITH MANUFACTURER REQUIREMENTS.
NOTES:
SHEET NUMBER
215
South
State
Street
,
Suite
400
|
Salt
Lake
City,
UT
84111
|
Tel.
No.
(385)
212-3176
SEAL
DRAWN
BY:
DESIGNED
BY:
CHECKED
BY:
PROJECT
No.:
SCALE:
DESCRIPTION
DATE
#
WASATCH
PEAKS
RANCH
MORGAN
COUNTY,
UTAH
PLAT
1
LIFT
STATION
PLANS
BIM
360://096360010
Wasatch
Peaks
Ranch/WPR
Well
Pump
House
3_STR_R21.rvt
As
indicated
S301
MBG
JML
ALB
096360005
ELEVATIONS
SCALE: 1/4" = 1'-0"S301
1 NORTH ELEVATION
SCALE: 1/4" = 1'-0"S301
2 SOUTH ELEVATION
SCALE: 1/4" = 1'-0"S301
3 EAST ELEVATION SCALE: 1/4" = 1'-0"S301
4 WEST ELEVATION
03/05/2025
NO
T

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
TO CONC EL
REF PLAN
SEE
SCHED
FDTN
THICKNESS
TO FOOTING
EL - REF PLAN
CLFOOTING &
WALL
2"x4" KEY W/
WATERSTOP
PROVIDE #4 AT 12" OC EA FACE
AT WALL. EXTEND TO BOTTOM
OF FDTN AND PROVIDE 90° HOOK
2" CLR
CONC WALL -
REF PLAN
SEE FDTN SCHED FOR
REINFORCEMENT
FINISHED GRADE, SEE CIVIL
THICKENED SLAB EDGE PER /5 S501
/2 S501SEE DTL
FOR ADDITIONAL INFORMATION
LAP
SPLICE
CLASS
B
JOINT SEALANT
THICKENED SLAB EDGE
PER
CIP CONC WALL, RT/W, OR
CMU WALL
1/2''JOINT FILLER
MATERIAL
NOTES:
1. REINFORCING NOT SHOWN FOR CLARITY, SEE
AND
TO CONC EL
REF PLAN
T
1/2"
SUBGRADE PER
GEOTECH REPORT
/5 S501
/5 S501
/3 S501
COMPACTED
SUBGRADE PER
GEOTECHNICAL
REPORT
COMPACTED GRANULAR FILL
PER GEOTECHNICAL REPORT
SLAB REINF PER
SCHED, UNO ON
PLAN
SLAB ON GRADE
PER PLAN
DEPTH REINF DESIGN SUBGRADE
MODULUS
5"#3 @ 12" OCEW 150 PCI
TO CONC EL
REF PLAN
REF
PLAN
T=SLAB
THICKNESS5" (ALT)6x6 W2.9xW2.9 150 PCI
(2"
MAX)
T/3
CLR
SLAB-ON-GRADE SCHEDULE
CONTROL
JOINTS
YES
YES
1
1
STRIP FTG, SEE SCHED
TOF
SEE PLAN
1'-0"1'-0"
8"
MIN
BELOW
BOT/
PIPE
EXTEND
FTG
PIPE, SEE PLUMBING PLANS
0'-03/4"
MAINTAIN MIN 1" CLR
BTWN SLEEVE & REINF
MIN SCH 40 PVC SLEEVE W/
1" COMP MATERIAL
AROUND PIPE
1
1
(4)-#4
#4 @ 12" OC
(6'-0" LONG)
2.5 T
REINF PER TYP
SOG DETAIL
TOS
SEE PLAN
SEE
PLAN
SLAB
DEPTH,T,
REF ARCH FOR
EOS OR PROVIDE
ISOLATION JOINT
PER WALL DETAIL
BASE COURSE,
SUBGRADE, AND
VAPOR BARRIER PER
TYP DETAIL
UNO
ON
PLAN
2T
MIN
ASPHALT OR EXIST CONC
(WHERE APPLICABLE)
SOG
#5 AT 12" OC, EW
(3) #5
3/4" CHAMFER,
TYP
1'-0"
TYP
2'-0"
1
1
EQUIPMENT BY
SUPPLIER, SEE NOTESTYP
6"
13'-0" MAX
MAX DIM OF PAD
#8 AT 6" OC
THICKENED EDGE
(4) SIDES OF SLAB
COMPACTED CLEAN
CRUSHED STONE
PER GEOTECH
COMPACTED SUBGRADE
PER GEOTECH
CLR3"
10"
NOTES:
1.EQUIPMENT SIZES SHALL BE COORDINATED WITH MEP TRADES.
2.EQUIPMENT SUPPLIER SHALL BE RESPONSIBLE FOR DESIGNING AND SUPPLYING ANCHORS
FOR EQUIPMENT ATTACHMENT.
#5 AT 12" OC
PROVIDE TYP SOG REINF
AT DOOR THRESHOLD PAD,
NOT SHOWN FOR CLARITY
3/4" CHAMFER,
TYP
DOOR THRESHOLD PAD
5'-0"
COMPACTED CLEAN CRUSHED
STONE PER GEOTECH
COMPACTED SUBGRADE
PER GEOTECH
PROVIDE 4" TURNDOWN WALL TO
BOT OF FTG DEPTH FOR FROST
PROTECTION AT ALL SIDES OF
DOOR THRESHOLD PAD
#4 AT 12" OC EW
BOF
-3'-6"
2% MIN SLOPE
AWAY FROM BLDG
1
1
THICKENED SLAB EDGE
FOR TURNDOWN WALL1'-0"
LAP TURNDOWN WALL
REINF WITH
THRESHOLD PAD REINF
1'-0"
6"
#5 AT 10" OC EW
#5 AT 10" OC EW
THICKENED SLAB EDGE
AT OPNG PER /5 S501
#5 X 4'-0" OC AT MID-DEPTH
OF DOOR PAD 2/ 2'-0"
EMBED INTO SOG
1" POLYSTYRENE FOAM
T/FTG ELEV
SEE ELEVATION
CIP FOUNDATION, SEE
/1 S501
FDTN WALL, TYP WALL
REINF PER /1 S501
SLAB ON GRADE
PER PLAN
SAWED JOINT
FILLED WITH
JOINT SEALANT
NOTES:
1. JOINT SHALL BE SAWED AS SOON AS CONCRETE SURFACE IS FIRM ENOUGH TO NOT BE
DAMAGED BY THE BLADE AND BEFORE CONCRETE STARTS TO COOL.
2. CONTROL JOINTS SHOULD BE CONTINUOUS ACROSS INTERSECTING JOINTS AND NOT
STAGGERED OR OFFSET. JOINTS THAT CREATE L- AND T- SHAPED PANELS SHOULD BE AVOIDED.
TO CONC EL
REF PLAN
1/4" MAX
(1
1/2"
MAX)
T/4
VAPOR RETARDER
AND SUBGRADE
PER GEOTECH
SHEET NUMBER
215
South
State
Street
,
Suite
400
|
Salt
Lake
City,
UT
84111
|
Tel.
No.
(385)
212-3176
SEAL
DRAWN
BY:
DESIGNED
BY:
CHECKED
BY:
PROJECT
No.:
SCALE:
DESCRIPTION
DATE
#
WASATCH
PEAKS
RANCH
MORGAN
COUNTY,
UTAH
PLAT
1
LIFT
STATION
PLANS
BIM
360://096360010
Wasatch
Peaks
Ranch/WPR
Well
Pump
House
3_STR_R21.rvt
As
indicated
S501
MBG
JML
ALB
096360005
FOUNDATION
AND
SLAB
DETAILS
SCALE: 3/4" = 1'-0"S501
1 TYPICAL CONCRETE WALL FOOTING
SCALE: 1" = 1'-0"S501
2 SLAB-ON-GRADE ISOLATION AT WALL DETAIL
SCALE: 1" = 1'-0"S501
3 TYPICAL SLAB-ON-GRADE
SCALE: 1" = 1'-0"S501
4 SLAB-ON-GRADE AT PIPE SLEEVE
SCALE: 1" = 1'-0"S501
5 TYPICAL SLAB-ON-GRADE EDGE
SCALE: 1" = 1'-0"S501
6 EQUIPMENT PAD DETAIL
SCALE: 1" = 1'-0"S501
7 DOOR THRESHOLD DETAIL
SCALE: 1" = 1'-0"S501
8 TYPICAL SLAB-ON-GRADE CONTROL JOINT DETAIL
03/05/2025
NO
T

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
A
A
3"
TOOLED CORNER,
ROUNDED EDGE, TYP
#4 DOWELS @ 18"
AROUND PERIMETER
5"
1/2 PAD
+ 2 1/2"
#4 @ 18" OC, EW TYP
DO NOT TROWEL FINISH BELOW
LARGE AREAS OF EQUIPMENT PAD.
BROOM OR INTENTIONALLY
ROUGHEN.
CONC SLAB, SEE PLANS FOR
THICKNESS AND REINF
2
1/2"
MAX
-
3"
TOOLED CORNER,
ROUNDED EDGE, TYP
#4 DOWELS @ 18" AROUND PERIMETER
#4 @ 18" OC, EW TYP (E) CONC SLAB
PAD ON NEW CONC SLAB PAD ON EXISTING CONC SLAB
(N) CONC EQUIPMENT
PAD
CONC EQUIPMENT PAD
NOTES:
1.PROVIDE BONDING AGENT ON CONC PRIOR TO NEW CONC PLACEMENT.
2.PAD EXTENTS MUST BE MIN 6" BEYOND FOOTPRINT OF SUPPORTED EQUIPMENT. EQUIPMENT SIZES MUST BE COORDINATED
WITH MEP TRADES.
TOS
SEE PLAN
TOS
SEE PLAN
ROUGHEN TO 1/4"
AMPLITUDE AND CLEAN
(E) CONC PRIOR TO (N)
CONC PLACEMENT
2
1/2"
CLR
1
1/2"
5"
1/2 PAD
+ 2 1/2"
TO CURB TO CURB
8"
CLR
1
1/2"
SLAB ON GRADE
PER PLAN
SEALANT REQUIRED FLOOR DRAIN
1 -#5 T & B TYP, ALL
FOUR SIDES
1'-0" WASH
AROUND DRAIN
FLOOR DRAIN
SEALANT
REQUIRED
1 - #5 T & B,
TYP
TYP
1 1/2" CLR
SECTION A - A
TYP
1'-0"
AROUND DRAIN
1'-0" WASH
1
14"
1/2"
WASH
PLAN
TO CONC EL
REF PLAN
PLAN
REF
VAPOR RETARDER
AND SUBGRADE PER
#4 TRIM BARS, CUT
TO LENGTH BASED
ON OPENING SIZE
PIPE AND SLEEVE, REFER
TO MEP PLANS FOR
LOCATIONS AND SIZES
TYP
2'-0"
TYP11/2"
PIPE AND OPENING, REFER TO MEP
PLANS FOR LOCATION AND SIZE
TYP
2'-0"
#4 x 4'-0" CORNER BARS
NOTES:
1.FOR SINGLE PIPE OPENINGS, PLACE TRIM BARS AT 45-DEGREES TO PRIMARY SLAB REINF. PIPE OPENINGS
SHOWN, OTHER OPENINGS SIMILAR.
2.DO NOT POUR CONCRETE TIGHT TO PIPES, PROVIDE ISOLATION MATERIAL.
SINGLE PIPE MULTIPLE PIPES
STRUCTURE FDTN
PIPE ENCASEMENT TERMINATION
AROUND
8"
ALL
#5 TIES AT 12" OC
SPLICE
LAP
(8)-#5 CONT
NOTES:
1.SECTION APPLIES TO
PIPES W/ DIAMETER LESS
THAN OR EQUAL TO 20"
MORTAR LINING
WHERE OCCURS
CONC STRUCTURES
OR ENCASEMENT
1/2" THICK PREFORMED
EXPANSION JT FILLER WRAPPED
AROUND PIPE AND FASTENED
WITH METAL BAND
PIPE COATING PER
SPECIFICATIONS
6" MIN
(2)-#5 EA SIDE
1'-0"1'-0"
EXTEND ENCASEMENT
VERT AND BEND 1'-0"
INTO TOP OF SLAB
TYP OPNG REINF
AROUND PIPE,
SEE DTL 4/S502
4"
MIN
SEE
PLAN
SLAB
THICKNESS
2'-0" TYP
CONSTRUCTION JT
TYP PIPE ENCASEMENT REINF
BEND AND LAP PIPE
ENCASEMENT REINF
1'-0" TYP
COMPACTED
GRANULAR FILL
PER GEOTECH
SEE SECTION FOR
PIPE ENCASEMENT
REINF
SECTION
END OF ENCASEMENT
UNO ON DRAWINGS
PIPE
SEE PIPE
ENCASEMENT
TERMINATION
4
5
.
0
0
°
1'-0"
1'-0"
1'-9"
SECTION A-A
TYP
3'-0"
3/4" CHAMFER
#3 TIES
(4)-#3 TRIM BARS
ALIGNED W/ TOP
LAYER OF STIRRUPS
#9 VERT BARS W/ STD HK
TYP
2"
CLR
1'-6" DIA, CONFIRM W/
CIVIL AND MEP PLANS
A A
CONFIRM
W/
PUMP
SUPPLIER
2'-0"
MAX
3/4" CHAMFER
PUMP CAN
SLAB-ON-GRADE,
SEE PLAN
CONCRETE PEDESTAL 36"x36"
REINF W/ (16)-#6 VERTICAL
BARS AND #3 TIES AT 12" OC
(3 AT TOP AT 3" SPA)
CONSTRUCTION JOINT
AT CONTRACTOR'S
OPTION
SHEET NUMBER
215
South
State
Street
,
Suite
400
|
Salt
Lake
City,
UT
84111
|
Tel.
No.
(385)
212-3176
SEAL
DRAWN
BY:
DESIGNED
BY:
CHECKED
BY:
PROJECT
No.:
SCALE:
DESCRIPTION
DATE
#
WASATCH
PEAKS
RANCH
MORGAN
COUNTY,
UTAH
PLAT
1
LIFT
STATION
PLANS
BIM
360://096360010
Wasatch
Peaks
Ranch/WPR
Well
Pump
House
3_STR_R21.rvt
As
indicated
S502
MBG
JML
ALB
096360005
FOUNDATION
AND
SLAB
DETAILS
(CONT)
SCALE: 1 1/2" = 1'-0"S502
1 EQUIPMENT HOUSEKEEPING PAD DETAIL
SCALE: 1" = 1'-0"S502
2 FLOOR DRAIN DETAIL
SCALE: 3/8" = 1'-0"S502
4 SLAB OPENINGS
SCALE: 1" = 1'-0"S502
3 PIPE ENCASEMENT DETAILS
SCALE: 1" = 1'-0"S502
5 CONCRETE PEDESTAL DETAIL
03/05/2025
NO
T

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
EACH VERTICAL OR HORIZONTAL BAR THAT
IS INTERRUPTED BY OPENING, MUST BE
REPLACED WITH AN ADDITIONAL BAR AT
THE SIDE OF THE OPENING
(4) ADDITIONAL #5 BARS
(6'-0" LENGTH) EACH FACE
BEHIND VERTICAL BARS
MAXIMUM 36" OPENING
2"CLR
NOTES:
1.ALL PIPE THROUGH CONC WALL
SHALL BE LOCATED AS PER THE
CIVIL OR MEP PLANS. THE REINF
STL SHALL BE FIELD BENT AS
NECESSARY TO CLEAR THE PIPE.
2.ALL SLEEVES AND PENETRATIONS
SHALL BE SHOWN ON CONC SHOP
DRAWINGS FOR ENGINEER
REVIEW.
3.MINIMUM PIPE CLEAR SPACING
SHALL BE 2xØ OF THE LARGER
PIPE.
4.ADD ANCHORING AND
WATERPROOFING PER SKETCH
AT LOCATIONS WHERE PIPES
PENETRATE EXTERIOR WALL
PIPE SLEEVE
PIPE, REFER TO
PLUMBING PLANS
ANCHOR
RING
JOINT SEALER,
LINK SEAL AT
EXTERIOR
WALL OR
BELOW GRADE
PIT
3"
MIN1/8" MIN
1/4"MAX
CONC WALL
ANCHOR RING
TYP
6"
MAX
TYPICAL HORIZ AND VERT REINF
PROVIDE TIES
SAME SIZE AND
SPACING, AS
HORIZ REINF
TYP
CLASS B LAP SPLICE
0"
0"
0
"
0
"
CONC SHEAR WALL
#4 LONGITUDINAL WEB
REINFORCEMENT AT EA VERT
BAR, SPACED AT 6" OC ALONG
THE HEIGHT OF THE WALL
POUR 1POUR 2
2x4 SHEAR KEY W/
WATERSTOP, TYP
HORIZ REINF, SEE WALL
DETAILS, CUT/STOP EVERY
OTHER BAR PER CONTROL
JOINT REQUIREMENTS (VERT
REINF NOT SHOWN)
48*BAR, CLASS B
LAP SPLICE, TYP
DIA MIN LAP
SPLICE, TYP
JOINT SEALANT IN
EXTERIOR "V" JOINT,
TYP
2'-6"2'-6"
#6 DIAGONAL BAR EF OF
WALL, EA CORNER OF
OPENING. EXTEND 2'-6"
MIN BEYOND SIDES OF
OPENING OR AS FAR AS
POSSIBLE AND HOOK IN
THE PLANE OF WALL.
EXTEND HORIZ TRIMMER BARS THE
GREATER OF 48 BAR DIAMETERS OR 2'-6"
MIN BEYOND SIDES OF OPENING OR AS FAR
AS POSSIBLE AND HOOK IN THE PLANE OF
THE WALL
2 - #6 TRIMMER BARS AT TOP, BOTTOM, AND
SIDES OF ALL OPENINGS IN CONC WALLS
UNLESS OTHERWISE DETAILED. SEE WALL
ELEVATIONS
VERT TRIMMER BARS SHALL EXTEND A MIN
OF 48 BAR DIAMETERS PAST THE OPENING
AND SHALL EXTEND FULL HEIGHT WHERE
POSSIBLE. DOWELS OF THE SAME SIZE AND
NUMBER AS TRIMMER BARS SHALL BE
PROVIDED AT LOCATIONS WHERE TRIMMER
BARS CANNOT EXTEND 48 BAR DIAMETERS
INTO ANCHORING CONSTRUCTION AND
SHALL LAP 48 BAR DIAMETERS WITH
TRIMMER BARS
5
S511
__________
6
S511
__________
6
S511
__________
30
BAR
DIA
1
1/2"
CLR
TYP
2" CLR
PROVIDE "U" BARS SAME SIZE
AND SPACING AS HORIZ REINF
VERT TRIMMER BARS PER
DETAIL
TYPICAL VERT REINF
TYPICAL HORIZ REINF
PROVIDE "U" BARS SAME SIZE
AND SPACING AS HORIZ REINF
VERT TRIMMER BARS PER
DETAIL
TYPICAL VERT REINF. SEE
SHEARWALL ELEVATION FOR SIZE
AND SPACING
TYPICAL HORIZ REINF
TYP
2"
CLR
30 BAR DIA
EXTEND AND LAP
BARS AT EACH
FACE OF WALL
PROVIDE CONTROL JOINTS
AT 10'-0 OC MAXIMUM
PREMOLDED JOINT FILLER
PREMOLDED JOINT FILLER
(ALTERNATE)
1"
TYP
1"
TYP
3/8" TYP
3/8" TYP
SHEET NUMBER
215
South
State
Street
,
Suite
400
|
Salt
Lake
City,
UT
84111
|
Tel.
No.
(385)
212-3176
SEAL
DRAWN
BY:
DESIGNED
BY:
CHECKED
BY:
PROJECT
No.:
SCALE:
DESCRIPTION
DATE
#
WASATCH
PEAKS
RANCH
MORGAN
COUNTY,
UTAH
PLAT
1
LIFT
STATION
PLANS
BIM
360://096360010
Wasatch
Peaks
Ranch/WPR
Well
Pump
House
3_STR_R21.rvt
As
indicated
S511
MBG
JML
ALB
096360005
CONCRETE
WALL
DETAILS
SCALE: 3/4" = 1'-0"S511
1 WALL PENETRATION DETAIL
SCALE: 1" = 1'-0"S511
2 TYPICAL REINFORCEMENT JOINT AT CORNERS
SCALE: 1" = 1'-0"S511
3 TYPICAL CONSTRUCTION JOINT
SCALE: 1/2" = 1'-0"S511
4 TYPICAL OPENING IN SHEAR WALL
SCALE: 1" = 1'-0"S511
5 REINFORCING AT TOP AND BOT OF SHEAR WALL OPNG
SCALE: 1" = 1'-0"S511
6 REINF AT SIDES / ENDS OF SHEAR WALL OPNG
SCALE: 1" = 1'-0"S511
7 TYPICAL WALL CONTROL JOINT DETAIL
03/05/2025
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WIDE FLANGE BEAMS
BEAM, SEE PLAN, TYP
MAX LOAD ON FLANGE TIP
SHALL BE 200 LBS PER
LOCATION
FOR SUPPORT OF MULTIPLE
PIPES PERPENDICULAR TO
BEAM, ALTERNATE SIDES OF
BEAM BTWN ADJACENT PIPES
TO LIMIT TORSION ON BEAM
MIN BRG
2 1/2"
MISC SUPPORT BY
MEP CONTRACTOR
NOTES:
1.STRUCTURAL STEEL CONTRACTOR SHALL FURNISH PRIMARY STEEL (BEAMS, BRIDGING, CROSS-BRACING, ETC.) MEP CONTRACTORS SHALL
FURNISH ALL MISC STEEL AND FASTENERS REQ'D FOR REINF AND PIPING, CONDUIT, ETC. SUPPORT.
2.ALL SUPPORTING COMPONENTS (HANGERS, FLANGE CLAMPS, UNISTRUT, ETC.) SHALL BE SUBMITTED TO ENGINEER FOR REVIEW.
3.PLUMBING PIPES 8" AND LARGER SHALL BE SUPPORTED AT EA BEAM THAT IT CROSSES TO LIMIT THE MAGNITUDE OF THE HANGING LOAD.
4.FIELD COORDINATION SHALL ENSURE THAT HANGING LOADS FROM VARIOUS TRADES DO NOT EXCEED THE LOADING PROVISIONS PROVIDED ON
STRUCTURAL LOADING INFORMATION SHEETS.
POINT LOADS IN EXCESS OF 200
LBS SHALL BE SUPPORTED
CONCENTRICALLY: MAX LOAD
HUNG CONCENTRICALLY SHALL
BE 400 LBS, UNLESS
SPECIFICALLY REVIEWED AND
APPROVED BY EOR
BM FLANGE
CLAMP, 200
LBS BM
FLANGE MAX
LOAD
UNISTRUT FRAMING,
BY OTHERS
CIP CONC WALL -REF
PLAN (REINF NOT
SHOWN FOR CLARITY)
STEEL ROOF DECK -SPAN
DIRECTION PER PLANS
STEEL BEAMSTEEL EMBED
PLATE 1/2"x6"x1'-0"PL3/8"x3 1/2"x0'-9"
W (3) 3/4"Ø A325-N
BOLTS
TOW
SEE PLAN
TOS
SEE PLAN
3/16
3/16
SEE PLAN
1 1/2"1 1/2"
6"
1
1/2"
1
1/2"
1'-0"
"A"
SECTION "A"
(4) 1/2"⌀HEADED
STUDS W/ 6" EMBED
PL1/2"x6"x1'-0"
NOTES:
1.FOLLOW STANDARD DETAILING PRACTICES FOR BOLT
HOLES, SPACING, EDGE DISTANCES AND TOLERANCES.
CONNECTION MUST BE MINIMUM OF ONE-HALF DEPTH FOR
BEAM ERECTION STABILITY.
2.HOLES MUST BE SHORT SLOTTED IN THE HORIZ DIRECTION.
FLASHING, BY OTHERS
ROOFING MEMBRANE,
BY OTHERS
INSULATION, BY OTHERS
SHEAR TAB
1
1/2"
3"
3"
1
1/2"
(3)-3/4" Ø A325-N
BOLTS IN HORIZ
SHORT-SLOTTED
HOLES
SIZE
OPENING
SECTION
METAL DECK
PER PLAN
REINF PL MUST COVER (1)
COMPLETE RIB ON EA SIDE
#10 TEK SCREWS, ENSURE
TIP OF SCREW DOES NOT
PROTRUDE ABOVE FINISHED
SURFACE OF DECKING
PLAN
OPENING SIZE REINF PL THICKNESS
8" MAX x 8" MAX 0.045" MIN
12" MAX x 12" MAX 0.057" MIN
> 12"USE 6/S708
TYP2"
REINF PL ON
UNDERSIDE OF DECK
OC
6"
MAX
METAL DECK
PER PLAN
OPENING
6"
TYP
BEYOND
COMPLETE RIB
COVER (1)
MATCH TO STL
C10x15.3 CHANNELS,
TYP
EXTENDED SHEAR
PL 3/8''x8 1/2"xVARIES
w/ (3) 3/4'' A325 BOLTS
IN SHORT SLOTTED
HOLES
METAL DECK NOT
SHOWN FOR CLARITY,
FASTEN EDGES @12"
OC AROUND OPENING
FABRICATOR
TO
DESIGN)
OPENING,
4'-0"
MAX
(BEYOND
4'-0"
REQUIRES
PLAN
SECTION
OPENING SIZE AND
LOCATION TO BE
COORDINATED WITH
CIVIL AND MEP PLANS
W/ MEP DRAWINGS
COORDINATE OPNG REQ'D
3/16 2-6
3/16 2-6 TYP
1/4
1/4 TYP
MAX SPAN = 7'-0"
CLBEAMCLBEAM
STEEL BEAM -
REF PLAN
1/2" MAX
ECCENTRICITY
5" MAX
WHERE STEEL BEAM IS
PROVIDED ALONG OPNG EDGE,
CHANNELS PARALLEL TO BEAM
FRAMING ARE NOT NEEDED
CIP CONC WALL -REF
PLAN (REINF NOT
SHOWN FOR CLARITY)
STEEL ROOF DECK -SPAN
DIRECTION PER PLANS
L4x4x1/2 SUPPORT ANGLE
W/ 1/2"⌀HILTI KWIK HUS-EZ
x 5" LONG AT 6" OC,
CENTERED ON VERT LEG
TOW
SEE PLAN
TOS
SEE PLAN
SEE PLAN
FLASHING, BY OTHERS
ROOFING MEMBRANE,
BY OTHERS
INSULATION, BY OTHERS
NOTES:
1. SUPPORT CONNECTION MUST BE HILTI X-HSN 24 (OPEN-WEB JOIST) OR X-ENP-19-L15 OR
APPROVED EQUIVALENT.
2. SIDELAP CONNECTORS MUST BE PUNCHLOK II (VSC2) AT 8" OC MAX
3. EACH UNIT MUST BE BROUGHT TO PROPER BEARING ON THE SUPPORT TO PREVENT
SLIP OFF. MIN BEARING OF DECK ENDS ON SUPPORTS MUST BE AS FOLLOWS: 1 1/2" FOR
ALL DECKS LESS THAN 2", 2" FOR 2" DEEP DECK, AND 2 1/2" FOR 3" DEEP DECK.
VULCRAFT 1.5PLB 20 GA
METAL DECK OR
APPROVED EQUIVALENT
DECK TO SUPPORT
36/5 PATTERN
36" COVERAGE
SEE NOTE 3
SHEET NUMBER
215
South
State
Street
,
Suite
400
|
Salt
Lake
City,
UT
84111
|
Tel.
No.
(385)
212-3176
SEAL
DRAWN
BY:
DESIGNED
BY:
CHECKED
BY:
PROJECT
No.:
SCALE:
DESCRIPTION
DATE
#
WASATCH
PEAKS
RANCH
MORGAN
COUNTY,
UTAH
PLAT
1
LIFT
STATION
PLANS
BIM
360://096360010
Wasatch
Peaks
Ranch/WPR
Well
Pump
House
3_STR_R21.rvt
As
indicated
S512
MBG
JML
ALB
096360005
ROOF
AND
STEEL
DETAILS
SCALE: 1" = 1'-0"S512
4 HANGING LOAD REQUIREMENTS FOR MEP EQUIPMENT
SCALE: 1" = 1'-0"S512
1 STEEL BEAM TO WALL CONNECTION
SCALE: 1 1/2" = 1'-0"S512
6 METAL DECK PENETRATIONS - FOR UNTOPPED DECK
SCALE: 1" = 1'-0"S512
5 TYPICAL OPENING FRAME DETAIL
SCALE: 1" = 1'-0"S512
2 DECK SUPPORT AT FACE OF WALL
SCALE: 1 1/2" = 1'-0"S512
3 TYPICAL ROOF DECK 03/05/2025
NO
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f'c = 3 KSI f'c = 3.5 KSI
BAR
SIZE (IN)
#3
#4
#5
#6
#7
#8
#9
#11
#10
NOTES:
1.VALUES ASSUME NO EPOXY-COATING IS USED AND NORMAL WEIGHT AGGREGATE
CONCRETE.
2.NO REDUCTION FACTORS IN ACI 318, SECTION 25.4.3 ARE APPLIED TO THESE VALUES.
3.THE HOOK DEVELOPMENT LENGTH MUST NOT BE LESS THAN 8*BAR DIA.
4.90° STD HOOK MUST BE BEND PLUS 12*BAR DIA EXTENSION AT FREE END.
5.CONTRACTOR MAY APPLY A 0.70 MODIFICATION FACTOR ON THESE VALUES FOR REINF
WITH A SIDE COVER (NORMAL TO PLAN OF HOOK)>2 1/2" AND FOR 90° HOOK WITH
COVER ON BAR EXTENSION BEYOND HOOK >2".
6.CONTRACTOR MAY USE A 0.80 MULTIPLIER ON THESE VALUES FOR 90° HOOKS
ENCLOSED ALONG Ldh WITHIN TIES OR STIRRUPS ORIENTED PERPENDICULAR TO Ldh
WITH SPACING <3* BAR Ø.
90 DEG STD HOOKS, Ldh
(IN)(IN)(IN)
f'c = 4 KSI f'c = 5 KSI
8
10
12
15
17
19
22
25
27
7
9
11
13
15
17
20
22
24
9
11
14
17
20
22
25
28
31
8
11
13
16
18
21
23
26
29
f'c = 3 KSI f'c = 3.5 KSI
BAR
SIZE
TOP
(IN)
OTHER
(IN)
TOP (IN)OTHER
(IN)
TOP
(IN)
OTHER
(IN)
TOP
(IN)
OTHER
(IN)
#3
#4
#5
#6
#7
#8
#9
#11
#10
f'c = 3 KSI f'c = 3.5 KSI
BAR
SIZE
TOP
(IN)
OTHER
(IN)
TOP
(IN)
OTHER
(IN)
TOP
(IN)
OTHER
(IN)
TOP
(IN)
OTHER
(IN)
#3
#4
#5
#6
#7
#8
#9
#11
#10
NOTES:
1.TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE CAST BELOW THE BARS.
2.CLASS A SPLICE LENGTH EQUALS THE BASIC DEVELOPMENT LENGTH (Ld) OF THE BAR.
3.BUNDLED BARS MUST INCREASE VALUES BY 20% FOR THREE BAR BUNDLES AND 33% FOR FOUR BAR BUNDLES.
4.CLEAR SPACING BETWEEN BARS BEING DEVELOPED OR BARS ADJACENT TO A SPLICE MUST NOT BE LESS THAN 1" OR
DIAMETER OF BAR.
5.Ld MUST BE INCREASED BY 1.5 FACTOR IF ONE OF THE BELOW REQUIREMENTS IS NOT MET:
A.CLEAR SPACING BETWEEN BARS BEING DEVELOPED OR SPLICED MUST NOT BE LESS THAN DIAMETER OF BAR, CLEAR
COVER NOT LESS THAN DIAMETER OF BAR, AND STIRRUPS/TIES MUST BE PROVIDED THROUGHOUT Ld.
B.CLEAR SPACING BETWEEN BARS BEING DEVELOPED OR SPLICED MUST NOT BE LESS THAN 2 TIMES DIAMETER OF BAR,
AND CLEAR COVER NOT LESS THAN DIAMETER OF BAR.
CLASS A CLASS B
f'c = 4 KSI f'c = 5 KSI
19
25
31
37
54
62
70
79
87
16
19
24
29
42
48
54
61
68
-
22
28
33
48
55
62
70
78
-
17
22
25
37
42
48
54
60
f'c = 4 KSI f'c = 5 KSI
25
33
41
48
71
81
91
102
113
20
25
32
38
55
63
71
80
89
19
29
36
43
63
72
81
91
101
-
22
28
33
48
55
62
70
78
22
29
36
43
63
72
81
91
101
17
22
28
33
48
55
62
70
78
20
27
34
40
58
66
75
84
94
16
21
26
31
45
51
58
65
72
28
38
47
56
82
93
105
118
131
22
29
36
43
63
73
81
91
101
26
35
43
52
75
86
97
109
121
20
27
34
40
58
66
75
84
94
SHEET NUMBER
215
South
State
Street
,
Suite
400
|
Salt
Lake
City,
UT
84111
|
Tel.
No.
(385)
212-3176
SEAL
DRAWN
BY:
DESIGNED
BY:
CHECKED
BY:
PROJECT
No.:
SCALE:
DESCRIPTION
DATE
#
WASATCH
PEAKS
RANCH
MORGAN
COUNTY,
UTAH
PLAT
1
LIFT
STATION
PLANS
BIM
360://096360010
Wasatch
Peaks
Ranch/WPR
Well
Pump
House
3_STR_R21.rvt
1"
=
1'-0"
S601
MBG
JML
ALB
096360005
SCHEDULES
SCALE: 1" = 1'-0"S601
1 REINF STEEL CHART FOR STD 90 DEGREE HOOKS
SCALE: 1" = 1'-0"S601
2 REINF STEEL CHART FOR TENSION LAP SPLICES
03/05/2025
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HVAC SYMBOLS & LEGENDS
ROUND DIFFUSER/REGISTER ANNOTATION
DESCRIPTIONSYMBOL
MANUAL VOLUME/BALANCING DAMPER
SQUARE TO ROUND DUCT TRANSITION
FLEXIBLE DUCT CONNECTOR AT EQUIPMENT
ELBOW WITH TURNING VANES
SUPPLY OR OUTSIDE AIR DUCT DOWN
THERMOSTAT
TEMPERATURE SENSORTS
DUCT SMOKE DETECTOR
ABBREVIATIONS
ABBREVIATION DESCRIPTION
AABC AMERICAN AIR BALANCE COUNCIL
AFF ABOVE FINISHED FLOOR
AHJ AUTHORITY HAVING JURISDICTION
AHU AIR HANDLING UNIT
AI ANALOG INPUT
AO ANALOG OUTPUT
AP ACCESS PANEL
APD AIR PRESSURE DROP
BAS BUILDING AUTOMATION SYSTEM
BD BACKDRAFT DAMPER
BFP BACKFLOW PREVENTER DEVICE
BFF BELOW FINISHED FLOOR
BHP BRAKE HORSE POWER
BI BINARY INPUT
BO BINARY OUTPUT
BOD BOTTOM OF DUCT
BTU/H BRITISH THERMAL UNIT PER HOUR
CFM CUBIC FEET PER MINUTE
CH CHILLER
CLG COOLING
CU CONDENSING UNIT
CV CONTROL VALVE
dB DECIBLES
DB DRY BULB TEMPERATURE
DDC DIRECT DIGITAL CONTROL
DI DIGITAL INPUT
DISC DISCONNECT
DN DOWN
DX DIRECT EXPANSION
EA EXHAUST AIR
EAT ENTERING AIR TEMPERATURE
EER ENERGY EFFICIENCY RATIO
EF EXHAUST FAN
ESP EXTERNAL STATIC PRESSURE
ETR EXISTING TO REMAIN
EWT ENTERING WATER TEMPERATURE
°F DEGREES FAHRENHEIT
FFA FINISHED FLOOR ABOVE
FFB FINISHED FLOOR BELOW
FF FINISHED FLOOR
FPI FINS PER INCH
FPM FEET PER MINUTE
GA GAGE OR GAUGE
GAL GALLONS
GPM GALLONS PER MINUTE
HP HORSEPOWER
HTG HEATING
IBC INTERNATIONAL BUILDING CODE
IMC INTERNATIONAL MECHANICAL CODE
kW KILOWATT
LAT LEAVING AIR TEMPERATURE
LBS POUNDS
LWT LEAVING WATER TEMPERATURE
MAX MAXIMUM
MBH ONE THOUSAND BTUH
MCA MINIMUM CIRCUIT AMPS
MFR MANUFACTURER
MIN MINIMUM
MOCP MAXIMUM OVER CURRENT PROTECTION
N/A NOT APPLICABLE
N/C NORMALLY CLOSED
N/O NORMALLY OPEN
NC NOISE CRITERIA
NEC NATIONAL ELECTRIC CODE
NFPA NATIONAL FIRE PROTECTION ASSOCIATION
NTS NOT TO SCALE
OA OUTSIDE AIR
OBD OPPOSED BLADE DAMPER
PD PRESSURE DROP
PRV PRESSURE REDUCING VALVE
PROVIDE FURNISH & INSTALL
QTY QUANTITY
(R)EXISTING TO BE RELOCATED
RA RETURN AIR
RH RELATIVE HUMIDITY
RPM REVOLUTIONS PER MINUTE
SA SUPPLY AIR
SD SMOKE DAMPER
SD SUPPLY DUCT
SEER SEASONAL ENERGY EFFICIENCY RATIO
SF SUPPLY FAN
"SP STATIC PRESSURE (INCHES OF)
SPECS SPECIFICATIONS
SQFT SQUARE FEET
SS STAINLESS STEEL
T TEMPERATURE
TAB TEST AND BALANCE WORK AND REPORT
TBD TO BE DETERMINED
TH TOTAL HEAT CAPACITY
TSP TOTAL STATIC PRESSURE
TYP TYPICAL
U/G UNDERGROUND
UNO UNLESS NOTED OTHERWISE
V/PH/HZ VOLTAGE/PHASE/HERTZ
VAV VARIABLE AIR VOLUME
VFD VARIABLE FREQUENCY DRIVE
W/WITH
W/O WITHOUT
WB WET BULB TEMPERATURE
WEG WALL EXHAUST GRILLE
WG WATER GAUGE
WPD WATER PRESSURE DROP
XP EXPLOSION PROOF
T
PIPING SYMBOLS & LEGENDS
HIGH EFFICIENCY TAKEOFF (45 DEGREES) RECTANGLE TO
ROUND BRANCH FITTING WITH VOLUME DAMPER
SD-1
12"Ø / 500
(TYPE)
(NECK SIZE) / (CFM)
RECTANGULAR DIFFUSER/REGISTER ANNOTATION
RG-1
22x22" / 500
(TYPE)
(NECK SIZE) / (CFM)
SUPPLY OR OUTSIDE AIR DUCT UP
RETURN OR EXHAUST AIR DUCT DOWN
RETURN OR EXHAUST AIR DUCT UP
FD FIRE DAMPER
SD SMOKE DAMPER
VD MANUAL BALANCING / VOLUME DAMPER
DESCRIPTIONSYMBOL
CONTROL DEVICES
DESCRIPTIONSYMBOL
HUMIDISTATH
HUMIDITY SENSOR
DIFFERENTIAL PRESSURE SENSOR
STATIC PRESSURE SENSOR
CARBON MONOXIDE SENSOR
HS
DP
SP
CARBON DIOXIDE SENSOR
FLOW SWITCH
CO2
CO
FS
THERMOSTATS (USER ADJUSTABLE)-TOP OF DEVICE 48" AFF
CONTROL DEVICES -TOP OF DEVICE 48" AFF
INSTALL ALL DEVICES AT ELEVATIONS SHOWN ABOVE UNLESS NOTES OTHERWISE IN DRAWINGS
OR SPECIFICATIONS. ELEVATIONS ARE DIMENSIONED FROM AFF OR AFG TO TOP OF DEVICE.
INSTALL ALL DEVICES IN COMPLIANCE WITH CURRENT ADA AND LOCAL REQUIREMENTS.
REFER TO ARCHIECTURAL DRAWINGS FOR LOCATIONS & ELEVATIONS.
ALL DUCT DIMENSIONS SHOWN ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. REFER TO HVAC
SPECIFICATIONS FOR DUCTWRAP AND LINER INFORMATION. FINAL DUCT DIMENSION SHALL
ACCOUNT FOR TYPE & THICKNESS OF INSULATION (TYP).
PIPING LINETYPES
DESCRIPTIONSYMBOL
CD CONDENSATE DRAIN (CD)
G NATURAL GAS (G)
RL REFRIGERANT LIQUID (RL)
REFRIGERANT SUCTION (RS)
CWS CHILLED WATER SUPPLY (CWS)
CHILLED WATER RETURN (CWR)
RS
CWR
MECHANICAL SYMBOLS & LEGENDS
THIS IS A MASTER LEGEND, NOT ALL ABBREVIATIONS OR SYMBOLS ARE USED ON DRAWINGS.
SHUTOFF VALVE (SO)
BALANCING VALVE WITH PRESSURE PORTS (BLV)
BUTTERFLY/THROTTLE VALVE VALVE (BFV)
BACKFLOW PREVENTOR (BP)
STRAINER (STR)
STRAINER WITH 3/4" HOSE END DRAIN VALVE
PRESSURE REDUCING VALVE (PRV)
DIRECTION OF FLOW
CHECK VALVE (CHV)
2-WAY CONTROL VALVE
3-WAY CONTROL VALVE
REDUCER
WATER HAMMER ARRESTOR
UNION
PRESSURE GAUGE WITH GAUGE COCK
THERMOMETER
PIPING TEE DOWN
PIPING TEE UP
PIPING ELBOW UP
PIPING ELBOW DOWN
CAP
FLEXIBLE COUPLING
PUMP
TRIPLE DUTY VALVE (TDV)
Ssw MANUAL SWITCH FOR HOOD OR FAN OPERATION. REFER TO DRAWINGS.
POINT OF CONNECTION (POC)-NEW ITEMS TO EXISTING ITEMS
ACCESS PANEL (AP)
MECHANICAL EQUIPMENT. (CONTRACTOR FURNISHED &
INSTALLED UNLESS NOTED OTHERWISE). REFER TO
MECHANICAL SCHEDULES.
RTU
X
GENERAL ANNOTATIONS
MECHANICAL PLAN KEYNOTE
1
M0.00
DETAIL REFERENCE CALLOUT. UPPER VALUE = DETAIL NUMBER.
LOWER VALUE = SHEET NUMBER
1
M0.00
SECTION VIEW REFERENCE CALLOUT. UPPER VALUE = DETAIL
NUMBER. LOWER VALUE = SHEET NUMBER
DI DO
AI AO
DIGITAL INPUT
DIGITAL OUTPUT
ANALOG INPUT
ANALOG OUTPUT
ACT
VFD
DAMPER ACTUATOR
VARIABLE FREQUENCY DRIVE
FILTER (PRE AND/OR FINAL, PER DRAWINGS)
T
H
TEMPERATURE SENSOR (DUCT MOUNTED)
HUMIDITY SENSOR (DUCT MOUNTED)
SD
COOLING / HEATING COIL
OPPOSED BLADE DAMPER
PARALLEL BLADE DAMPER
FAN / BLOWER
SMOKE DETECTOR (DUCT MOUNTED)
TEMPERATURE SENSOR WITH WELL (PIPE MOUNTED)T
GAS DETECTION SENSOR. REFER TO PLANS FOR GAS TYPE: O2, H2, ETC.GD
AIRFLOW MEASURING STATION
STATIC PRESSURE SENSOR (DUCT MOUNTED)
AFMS
SP
1
TEST PLUG
UNION FLANGE
NORMALLY CLOSED SHUTOFF VALVE (SO)
PRESSURE REGULATOR VALVE
SAFETY RELIEF VALVE
DD
1.REVIEW THE GENERAL NOTES, SPECIFICATIONS AND OTHER DRAWINGS FOR
ADDITIONAL REQUIREMENTS WHICH MAY NOT BE SPECIFICALLY CALLED OUT IN THIS
PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY ARCHITECT, ENGINEER
AND/OR OWNER OF CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID.
2.REFER TO ARCHITECTURAL DRAWINGS FOR RELATED CONSTRUCTION DETAILS AS
APPLICABLE TO THE HVAC SYSTEM. VERIFY CHASES AND PENETRATIONS SHOWN ON
ARCHITECTURAL DRAWINGS THAT ARE INTENDED FOR DUCTWORK AND PIPING MEET
REQUIREMENTS.
3.COORDINATE LOCATION OF ROOF MOUNTED HVAC EQUIPMENT AND ROOF
PENETRATIONS WITH THE ARCHITECTURAL AND STRUCTURAL DRAWINGS.
4.COORDINATE THE INSTALLATION OF THE MECHANICAL SYSTEMS WITH OTHER TRADES
TO ENSURE A NEAT AND ORDERLY INSTALLATION. INSTALL DUCTWORK AND PIPING AS
TIGHT TO STRUCTURE AS POSSIBLE. COORDINATE WITH OTHER TRADES TO AVOID
CONFLICTS. COORDINATE INSTALLATION OF DUCTWORK AND PIPING TO AVOID
CONFLICTS WITH ELECTRICAL PANELS, LIGHTING FIXTURES, ETC. ANY MODIFICATIONS
REQUIRED DUE TO LACK OF COORDINATION WILL BE THE RESPONSIBILITY OF THE
CONTRACTOR AT NO EXTRA COST TO THE OWNER.
5.ALL MECHANICAL EQUIPMENT SHOWN ON THE MECHANICAL PLANS SHALL BE
PROVIDED BY DIVISION 23 UNLESS OTHERWISE NOTED.
6.NEW MECHANICAL EQUIPMENT, DUCTWORK AND PIPING ARE SHOWN AT APPROXIMATE
LOCATIONS. FIELD MEASURE FINAL DUCTWORK AND PIPING LOCATIONS PRIOR TO
FABRICATION AND MAKE ADJUSTMENTS AS REQUIRED TO FIT THE DUCTWORK AND
PIPING WITHIN THE AVAILABLE SPACE. VERIFY THAT FINAL EQUIPMENT LOCATIONS
MEET MANUFACTURER’S RECOMMENDATIONS REGARDING SERVICE CLEARANCE AND
PROPER AIRFLOW CLEARANCE AROUND EQUIPMENT.
7.INDOOR AIR QUALITY MEASURES: PROTECT INSIDE OF (INSTALLED AND DELIVERED)
DUCTWORK AND HVAC UNITS FROM EXPOSURE TO DUST, DIRT, PAINT AND MOISTURE.
REPLACE INSULATION THAT HAS BECOME WET AT ANY TIME DURING CONSTRUCTION,
DRYING THE INSULATION IS NOT ACCEPTABLE. SEAL ANY TEARS OR JOINTS OF
INTERNAL FIBERGLASS INSULATION. REMOVE DEBRIS FROM CEILING/RETURN AIR
PLENUM INCLUDING DUST. AN INDEPENDENT, PROFESSIONAL DUCT CLEANING
COMPANY SHALL VACUUM CLEAN ANY DUCTWORK CONNECTED TO HVAC UNITS THAT
WERE OPERATED DURING THE CONSTRUCTION PERIOD AFTER NEW FILTERS ARE
INSTALLED AND PRIOR TO TURNING SYSTEM OVER TO THE OWNER. THE INTERNAL
SURFACES AND ASSOCIATED COILS OF ANY HVAC UNITS THAT WERE OPERATED SHALL
ALSO BE CLEANED.
8.INSTALL DUCTWORK AND PIPING PARALLEL TO BUILDING COLUMN LINES UNLESS
OTHERWISE SHOWN OR NOTED.
9.OVERHEAD HANGERS AND SUPPORTS FOR EQUIPMENT, DUCTWORK AND PIPING SHALL
BE FASTENED TO BUILDING JOISTS OR BEAMS. DO NOT ATTACH HANGERS AND
SUPPORTS TO THE ABOVE FLOOR SLAB OR ROOF EXCEPT WHERE CONCRETE INSERTS
IN CONCRETE SLABS ARE ALLOWED BY THE SPECIFICATIONS.
10.COORDINATE LOCATION OF EQUIPMENT SUPPORTS WITH LOCATION OF EQUIPMENT
ACCESS PANELS/DOORS TO ENABLE SERVICE OF EQUIPMENT AND/OR FILTER
REPLACEMENT.
11.SEAL PENETRATIONS THROUGH THE BUILDING COMPONENTS IN ACCORDANCE WITH
THE CONTRACT SPECIFICATIONS. FIREPROOF PENETRATIONS THROUGH FIRE RATED
COMPONENTS IN ACCORDANCE WITH U.L. REQUIREMENTS.
12.DRAIN, FLUSH, AND REFILL ALL PIPING SYSTEMS NECESSARY TO PERFORM THE WORK.
REFERENCE SPECIFICATIONS FOR FLUSHING PERFORMANCE REQUIREMENTS AND
SUBMIT FLUSHING PLAN TO ENGINEER FOR REVIEW. PROVIDE CHEMICAL TREATMENT
FOR ALL PIPING SYSTEMS AFTER FLUSHING AND REFILLING THE SYSTEM.
13.COORDINATE THE EXACT MOUNTING SIZE AND FRAME TYPE OF DIFFUSERS, REGISTERS
AND GRILLES WITH THE SUPPLIER TO MEET THE CEILING, WALL AND DUCT
INSTALLATION REQUIREMENTS.
14.ADJUST LOCATION OF CEILING DIFFUSERS, REGISTERS AND GRILLES AS REQUIRED TO
ACCOMMODATE FINAL CEILING GRID AND LIGHTING LOCATIONS.
15.PAINT PORTIONS OF DUCTWORK AND INSULATION THAT ARE EXPOSED TO VIEW BY THE
INSTALLATION OF DIFFUSERS, REGISTERS, AND GRILLES IN CEILINGS OR WALLS FLAT
BLACK. PORTIONS INCLUDE BOTH THE INTERIOR OF UNLINED DUCTWORK AND THE
EXTERIOR OF DUCTWORK AND INSULATION.
16.DUCTWORK CROSSING FIRE RATED WALLS OR OTHER FIRE RATED ASSEMBLIES SHALL
BE MINIMUM 26 GAUGE SHEET METAL.
17.PROVIDE FIRE OR FIRE/SMOKE DAMPERS, AS APPLICABLE, IN DUCTWORK AT CEILINGS
AND WALLS AT LOCATIONS SHOWN ON THE PLANS. FIRE AND FIRE/SMOKE DAMPERS
SHALL CONFORM TO NFPA AS APPLICABLE. COORDINATE SLEEVE LENGTH WITH
REQUIREMENTS OF INSTALLED LOCATION.
18.PROVIDE WALL OR DUCT ACCESS PANELS OR DOORS FOR ACCESS TO FIRE AND
FIRE/SMOKE DAMPERS. ACCESS PANEL OR DOOR SHALL BE MINIMUM SIZE OF 10”BY
10”AND SHALL BE INSTALLED WITHIN 12”OF DAMPER. PROVIDE A REMOVABLE DUCT
SECTION WHERE DUCT SIZE IS TOO SMALL FOR A 10”BY 10”ACCESS DOOR.
19.LOCATE AND SET THERMOSTATS AND HUMIDISTATS AT LOCATIONS SHOWN ON PLANS.
VERIFY EXACT LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. INSTALL
DEVICES WITH TOP OF DEVICE AT MAXIMUM 48”AFF TO MEET ADA REQUIREMENTS
UNLESS NOTED OTHERWISE ON PLANS. PROVIDE INSULATED BACKING FOR
THERMOSTATS MOUNTED ON EXTERIOR BUILDING WALLS. INSTALL WIRING IN CONDUIT
PROVIDED BY DIVISION 26. AT A MINIMUM, PROVIDE CONDUIT IN THE WALL FROM THE
JUNCTION BOX TO 6”ABOVE THE CEILING.
20.COORDINATE THE LOCATION AND ELEVATION OF WALL-MOUNTED DEVICES WITH
PRESENTATION BOARDS, DISPLAY CABINETS, SHELVES OR OTHER COMPONENTS
SHOWN ON THE ARCHITECTURAL DRAWINGS THAT ARE TO BE INSTALLED UNDER
OTHER DIVISIONS. CONTRACTOR WILL NOT BE REIMBURSED FOR RELOCATION OF
WALL-MOUNTED DEVICES CAUSED BY A LACK OF COORDINATION.
21.PROVIDE A MANUAL BALANCING DAMPER IN EACH DUCT TAKEOFF FROM SUPPLY,
RETURN, OUTDOOR AND EXHAUST AIR DUCTS.
22.PROVIDE A PREFABRICATED 45 DEGREE, HIGH EFFICIENCY, RECTANGULAR/ROUND
BRANCH DUCT TAKEOFF FITTING FOR BRANCH DUCT CONNECTIONS AND TAKE-OFFS
TO INDIVIDUAL DIFFUSERS, REGISTERS AND GRILLES. PROVIDE WITH INTEGRAL
MANUAL BALANCING DAMPER AND LOCKING QUADRANT WHERE INDICATED ON PLANS.
23.BRANCH DUCTWORK TO AIR OUTLETS SHALL BE SAME SIZE AS OUTLET NECK SIZE
UNLESS OTHERWISE NOTED.
24.REFER TO SPECIFICATIONS FOR DUCTWORK AND PIPING INSULATION REQUIREMENTS.
DUCT SIZES ON MECHANICAL PLANS INDICATE CLEAR INSIDE AIRFLOW DIMENSIONS,
INCREASE SHEET METAL SIZES ACCORDINGLY TO ACCOUNT FOR THICKNESS OF DUCT
LINER.
25.FLEXIBLE DUCTWORK SHALL NOT EXCEED 5’-0”IN LENGTH AND SHALL BE INSTALLED
AND SUPPORTED TO AVOID SHARP BENDS AND SAGGING. REFER TO SPECIFICATIONS
FOR ADDITIONAL REQUIREMENTS.
26.RIGIDLY SUSPEND UNIT HEATER FROM STRUCTURE WITH SUPPORTING ANGLES AND
ALL-THREAD HANGING RODS IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS.
27.PROVIDE EQUIPMENT VENTS AND FLUES PER EQUIPMENT MANUFACTURERS
RECOMMENDATIONS AND EQUIPMENT SPECIFICATIONS. KEEP PENETRATIONS
THROUGH ROOF A MINIMUM OF 10'-0" FROM HVAC EQUIPMENT FRESH AIR INLETS AND
2’-0”FROM ROOF PARAPETS.
28.PROVIDE WALL MOUNTED LOUVERS AND DAMPERS WITH SUITABLE MOUNTING FRAME
TO MATCH WALL CONSTRUCTION. COORDINATE WITH ARCHITECTURAL DRAWINGS.
29.PROVIDE A NEW SET OF AIR FILTERS IN UNITS PRIOR TO TESTING, ADJUSTING AND
BALANCING AND BEFORE TURNING SYSTEM(S) OVER TO OWNER.
30.DUCTS CROSSING FIRE PARTITIONS OF 1-HOUR RATING OR LESS TO BE CONSTRUCTED
OF STEEL NOT LESS THAN 26 GAUGE AND CONTINUOUS FROM AIR-HANDLER TO
OUTLET & INLET TERMINALS.
GENERAL NEW NOTES:
This
document,
togetherwiththe
concepts
and
designspresented
herein,
asan
instrumentof
service,is
intendedonly
forthespecificpurpose
andclientfor
which
itwas
prepared.
Reuse
ofand
improper
reliance
ofthisdocumentwithout
writtenauthorizationby
Kimley-Horn
andAssociates,
Inc.shall
be
withoutliability
toKimley-Horn
andAssociates,
Inc.
WASATCH
PEAKS
RANCH
MORGAN
COUNTY,
UTAH
WELL
3
&
WELL
3
HEADER
JDS
JMJM
AS
SHOWN
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY
COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT
TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL
UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD
LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON
THE PLANS.
CAUTION: NOTICE TO CONTRACTOR
096360005
111
East
Broadway,
Suite
600
|
Salt
Lake
City,
UT
84111
|
Tel.
No.
(385)
212-3176
#
DATE
DESCRIPTION
DRAWN
BY:
DESIGNED
BY:
CHECKED
BY:
PROJECT
No.:
M0.00
MECHANICAL SHEET LIST
SHEET NUMBER SHEET NAME
M0.00 MECHANICAL SPECIFICATIONS
M1.00 MECHANICAL HVAC PLAN
M1.01 MECHANICAL SCHEDULES
2/28/2025
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I
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2 3 4
C
B
2
M1.00
AC-1
1
1
T
3
2
FINISHED FLOOR
8'
TOP OF
STRUCTURE
24'
3
AC-1
1
4'-0"
MIN
16"x42" SA
22"x42" RA
PROVIDE WALL SLEEVE FOR
DUCTWORK. SEAL SLEEVE WITH
SILICONE CAULK ALL AROUND.
FLASH, CAULK, AND SEAL ALONG
ENTIRE LENGTH OF THE UNIT
VENTILATION AIR
CONDENSER
OUTLET AIR
This
document,
togetherwiththe
concepts
and
designspresented
herein,
asan
instrumentof
service,is
intendedonly
forthespecificpurpose
andclientfor
which
itwas
prepared.
Reuse
ofand
improperreliance
ofthisdocumentwithout
writtenauthorizationby
Kimley-Horn
andAssociates,Inc.shall
be
withoutliability
toKimley-Horn
andAssociates,
Inc.
WASATCH
PEAKS
RANCH
MORGAN
COUNTY,
UTAH
WELL
3
&
WELL
3
HEADER
JDS
JMJM
AS
SHOWN
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY
COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT
TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL
UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD
LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON
THE PLANS.
CAUTION: NOTICE TO CONTRACTOR
096360005
111
East
Broadway,
Suite
600
|
Salt
Lake
City,
UT
84111
|
Tel.
No.
(385)
212-3176
#
DATE
DESCRIPTION
DRAWN
BY:
DESIGNED
BY:
CHECKED
BY:
PROJECT
No.:
M1.00
KEYNOTES
1 PROVIDE PACKAGED TERMINAL AIR CONDITIONING UNIT,
REFER TO SCHEDULE. PROVIDE MANUFACTURER'S SUPPLY
AND RETURN GRILLES. REFER TO 2/M1.00 FOR ADDITIONAL
INFORMATION.
2 LOCATED WALL MOUNTED THERMOSTAT ADJACENT TO
DOOR. COORDINATE LOCATION WITH LIGHT SWITCHES.
PACKAGED AIR CONDITIONING UNIT TO TIE TO WALL
MOUNTED THERMOSTAT.
3 PROVIDE CONDENSATE DRAIN. TRAP AND VENT PER
MANUFACTURER'S INSTRUCTIONS. TERMINATE
CONDENSATE AT GRADE WITH 6" AIR GAP.
1/4" = 1'-0"
MECHANICAL HVAC PLAN1
1/4" = 1'-0"
MECHANICAL SECTION2
2/28/2025
NO
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I
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This
document,
togetherwiththe
concepts
and
designspresented
herein,
asan
instrumentof
service,is
intendedonly
forthespecificpurpose
andclientfor
which
itwas
prepared.
Reuse
ofand
improper
reliance
ofthisdocumentwithout
writtenauthorizationby
Kimley-Horn
andAssociates,
Inc.shall
be
withoutliability
toKimley-Horn
andAssociates,
Inc.
WASATCH
PEAKS
RANCH
MORGAN
COUNTY,
UTAH
WELL
3
&
WELL
3
HEADER
JDS
JMJM
AS
SHOWN
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY
COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT
TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL
UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD
LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON
THE PLANS.
CAUTION: NOTICE TO CONTRACTOR
096360005
111
East
Broadway,
Suite
600
|
Salt
Lake
City,
UT
84111
|
Tel.
No.
(385)
212-3176
#
DATE
DESCRIPTION
DRAWN
BY:
DESIGNED
BY:
CHECKED
BY:
PROJECT
No.:
M1.01
1. CONDENSER CAPACITIES BASED ON 95°F EAT.
2. PROVIDE 2" MERV 13, PLEATED THROWAWAY AIR FILTERS.
3. PROVIDE SINGLE POINT POWER CONNECTION.
4. SELECT EQUIPMENT FOR ELEVATION OF 8,000 FEET ABOVE SEA LEVEL.
5. PROVIDE A FACTORY APPLIED COIL COATING TO EVAPORATOR AND CONDENSER COIL WHICH IS CAPABLE OF WITHSTANDING GREATER THAN 6,000 HOURS OF THE ASTM B117 SALT SPRAY TEST.
6. UNIT TO BE PROVIDED WITH LOW AMBIENT KIT TO OPERATE DOWN TO 0°F DURING COOLING OPERATION.7. UNIT TO BE PROVIDED WITH FULLY ECONOMIZER OPTION BASED ON AMBIENT TEMPERATURE COMPLY WITH INTERNATIONAL ENERGY CONVERSATION CODE.
NOTES:
AHU-1 PUMP HOUSE 10.0 325.0 4,400 0.30 1 4.0 97.6 91.8 80.0 67.0 94.0 60.8 R-454B 9 50.0 3 -5 460 3 60 21 30 EC NON-FUSED 5 1,300 BARD W120FP609EN 1-7
(IN) QTY.HP (°F DB) (°F WB)(°F DB)(°F WB)(°F DB)(°F DB)BY TYPE
CFM
ESP MOTOR TOTAL CAP
(MBH)
SENS CAP
(MBH)
EAT AMBEINT CONDITIONS REFR.
TYPE
ELECTRICAL INPUT
(KW)
EAT #
STAGES
AMBIENT
VOLTAGE PHASE HZ MCA MOCP DISCONNECT SCCR
(Ka)
MARK LOCATION EER MIN OSA
(CFM)
SUPPLY FAN COOLING COIL HEATING COIL ELECTRICAL
OPERATING WEIGHT
(LBS)MANUFACTURER MODEL NOTES
PACKAGED TERMINAL AIR CONDITIONING UNIT SCHEDULE (ELEC COOLING / ELEC HEAT)
2/28/2025
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E01
ELECTRICAL DRAWING INDEX
SHEET NO.DESCRIPTION
COVER SHEETE01
WELL 3 ONE-LINE DIAGRAME02
ELECTRICAL DETAILS E04
ES01
ES03
ES04
WASATCH PEAKS RANCH
MORGAN COUNTY, UTAH
WELL 3
WASATCH PEAKS RANCH
APPROVED FOR CONSTRUCTION
SIGNATURE .
NAME & TITLE .
CONTRACTOR
APPROVED FOR CONSTRUCTION
SIGNATURE .
NAME & TITLE .
KIMLEY-HORN
APPROVED FOR CONSTRUCTION
SIGNATURE .
NAME & TITLE .
ROCKY MOUNTAIN POWER
APPROVED FOR CUSTOMER CONSTRUCTION
(RMP OFFICIAL DRAWINGS TO FOLLOW)
SIGNATURE .
NAME & TITLE .
WE
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3

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WELL 3 - OVERALL SITE PLAN VIEW
ENLARGED WELL 3 SITE PLAN
ENLARGED WELL 3 PUMPHOUSE PLAN
RB
62
3
0
1
7
AS

S
H
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(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
02
/
2
8
/
2
0
2
5
02
/
2
8
/
2
0
2
5
02
/
2
8
/
2
0
2
5
NO.354252-2202
DARRIN B.
SANDERS
S
TATE OF U T A HS
TATE OF U T A H
R
EG
I
STERE D P R O FESSIONA
L

E
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INEERR
EG
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STERE D P R O FESSIONA
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02/28/2024
WA
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02
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ELECTRICAL SCHEDULESE03
ES02 WELL 3 - SITE PLAN VIEW
ES05 ENLARGED EXISTING SECTIONALIZER PLAN
GENERAL NOTES:
1-CIVIL INFORMATION SHOWN FOR INFO ONLY. CONFIRM WITH APPROVED
KIMLEY-HORN DRAWINGS.
2- DUCT BANK LOCATIONS ARE SCHEMATIC. FIELD COORDINATE CLEARANCES FROM
OTHER CIVIL ELEMENTS IN AREAS OF CONCERN.
3-ALL EARTH MOVING AND PLACEMENT OPERATIONS SHALL BE IN CONFORMANCE
WITH THE RECOMMENDATIONS IDENTIFIED IN THE GEOTECHNICAL REPORT. THE
CONTRACTOR SHALL HAVE A SIGNED AND SEALED COPY OF THE GEOTECHNICAL
REPORT ON SITE AT ALL TIMES AND SHALL FOLLOW ALL RECOMMENDATIONS.
4-CONTRACTOR TO INSTALL ALL CONDUIT PER ROCKY MOUNTAIN POWER
ENGINEERING STANDARDS POLICY #242.
NO
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Scale: N.T.S.
WELL 3 POWER SINGLE LINE DIAGRAM1
WE
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3

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D
I
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R
A
M
E02
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
4"
4"
3"
600
450-11
460-6
440-6
TYPE
440-2
460-3
435-4
460-2
435-3
450-2
435-2
4"
600
350
500
CONDUCTOR
SIZE
400
350
QTY
COND GNDSIZESETSAMPS
COND
PROT
MAX
1020
2040
4180
1620
680
1000
750
540
620
500
4000
600
800
2000
1000
1600
1000
700
700
600
11
2
3
6
3
6
4
2
2
2
350
600
400
500
3"
3"
4"
4"
3"
3"2/0
2/0
2/0
2/0
3/0
4/0
4/0
350
400
500
475-2 7507708002 4"3/0
475-7 750269525007 5"600
475-8 750308030008 5"600
475-11 7504235400011 5"750
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 FOR PARALLEL RUNS
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
4"
3"
4"
600
450-8
460-6
440-6
460-4
440-2
440-3
460-3
440-5
435-4
430-3
435-3
450-2
435-2
425-2
3"
4"
300
350
500
400
400
COPPER CONDUCTOR & CONDUIT
SCHEDULE FOR PARALLEL RUNS
2 1/2"
400
350
250 1
1260
2520
3040
1680
2010
500
1675
855
1005
1240
930
670
760
620
700
900
1600
2500
1200
1000
3000
2000
1600
1200
800
700
800
600
2
3
4
6
3
3
8
6
5
4
2
3
2
2
350
600
600
400
500
4"
3"
3"
4"
4"
3"
3"
4"
1/0
1/0
1/0
1/0
2/0
2/0
3/0
3/0
4/0
4/0
250
350
400
TYPE CONDUCTOR
QTY GNDSIZESIZE
CONDUIT
PROT
MAX TYPE CONDUCTOR
SIZEQTY
COND GNDSIZESETSAMPS
COND
PROT
MAX
450-4 4"12401200 4 500 250
43X-2 2"4 3/0 34004002 425-2 25044104002 3"1
3/4"3 12 121320
3/4"2 12 121220
440-4 400100510003 4"2/0
3
460-2 6008408002 4"1/04
UTILITY CO. XFMR
277/480V, 3ɸ, 4W, SECONDARY
TO UTILITY
M
1"C
RMP METER SOCKET
(3) 4" C. BY CUSTOMER.
WIRING BY UTILITY.
SPD
MAIN DISTRIBUTION PANEL"MDP", 277/480V, 3ɸ, 4W, 800A, FULLY RATED
FOR 42,000 AIC, NEMA 1
50/3P 45/3P 600/3P
GROUND
BUS
RB
62
3
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1
7
AS

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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
02
/
2
8
/
2
0
2
5
02
/
2
8
/
2
0
2
5
02
/
2
8
/
2
0
2
5
NO.354252-2202
DARRIN B.
SANDERS
S
TATE OF U T A HS
TATE OF U T A H
R
E
G
I
STERE D P R O FESSIONA
L

E
NG
I
NEERR
E
G
I
STERE D P R OF ESSIONA
L
E
N
G
INEER
02/28/2024
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
WE
L
L

3
01
/
1
3
/
2
0
2
5
PR
E
L
I
M
I
N
A
R
Y

R
E
V
I
E
W

S
E
T
02
/
2
8
/
2
0
2
5
PE
R
M
I
T

S
E
T
AUTO TRANSFER SWITCH
800A, 277/480V/3PH/4-POLE
42,000 AIC, NEMA 3R
800A/3P
500 KW
GENERATOR
SET
INCOMING
COLD WATER
PIPE
UFER
GROUND
AT BUILDING
35'-0"
GROUND
ROD
UFER
GROUND
@PAD
#KEYED NOTES
PROVIDE 20A/120V/1PH POWER FOR GENERATOR
BATTERY CHARGER.
PROVIDE 30A/208V/1PH POWER FOR GENERATOR
BLOCK HEATER.
PROVIDE (2) 1' CONDUITS FROM GENERATOR TO 'ATS'
FOR CONTROL CIRCUITS.
PROVIDE A NEUTRAL-GROUND BOND HERE FOR A
SEPARATELY DERIVED SYSTEM.
RVSS AND CONTROLS TO BE DESIGNED AND
PROVIDED BY OTHERS.
PROVIDE SURGE PROTECTION DEVICE.
GENERATOR PAD TO BE PROVIDED BY OTHERS.
2
3
1
1
2
3
PANEL
"LP1"
120/208V
3ɸ, 4W
100A/3P
TX1
30KVA
480V DELTA PRIMARY
120/208V WYE
SECONDARY
36
41X
'RVSS-P1'
300 HP
425-2
425-2
PUMP 'P1'
300 HP
FLA=338*1.15=392A
36
AC-1
(1)1" C. TO REMOTE ANNUNCIATOR
(1) 6" C. BY CUSTOMER.
WIRING BY UTILITY.
4
4
4
5
5
60/3P
SPARE
430-3
FUSED
DISCONNECT
800A/3P FRAME
800A FUSES
42 KAIC
NEMA 3RGROUND BUS
#2/0 AWG CU. TYP
IN PVC CONDUIT
430-3
430-3
430-3
GROUND
ROD
MASTER
GROUND BUS
#2/0 AWG CU. TYP
IN PVC CONDUIT
SERIES RATED
FOR 10,000
AVAILABLE
FAULT CURRENT
800 AMP
C.T. CABINET
TO MEET RMP
REQUIREMENTS
6
6
7
7
GENERAL NOTES:
1-CIVIL INFORMATION SHOWN FOR INFO ONLY. CONFIRM WITH APPROVED
KIMLEY-HORN DRAWINGS.
2- DUCT BANK LOCATIONS ARE SCHEMATIC. FIELD COORDINATE CLEARANCES FROM
OTHER CIVIL ELEMENTS IN AREAS OF CONCERN.
3-ALL EARTH MOVING AND PLACEMENT OPERATIONS SHALL BE IN CONFORMANCE
WITH THE RECOMMENDATIONS IDENTIFIED IN THE GEOTECHNICAL REPORT. THE
CONTRACTOR SHALL HAVE A SIGNED AND SEALED COPY OF THE GEOTECHNICAL
REPORT ON SITE AT ALL TIMES AND SHALL FOLLOW ALL RECOMMENDATIONS.
4-CONTRACTOR TO INSTALL ALL CONDUIT PER ROCKY MOUNTAIN POWER
ENGINEERING STANDARDS POLICY #242.
NO
T

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
EL
E
C
T
R
I
C
A
L

S
C
H
E
D
U
L
E
S
E03
RB
62
3
0
1
7
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
02
/
2
8
/
2
0
2
5
02
/
2
8
/
2
0
2
5
02
/
2
8
/
2
0
2
5
NO.354252-2202
DARRIN B.
SANDERS
S
TATE OF U T A HS
TATE OF U T A H
R
E
G
ISTERE D P R O F ESSION
A
L

E
NG
I
NEERR
EG
ISTERE D P R O FESSION
A
L
E
NG
I
NEER
02/28/2024
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
WE
L
L

3
01
/
1
3
/
2
0
2
5
PR
E
L
I
M
I
N
A
R
Y

R
E
V
I
E
W

S
E
T
02
/
2
8
/
2
0
2
5
PE
R
M
I
T

S
E
T
NOTES:
1.INTERNAL DISCONNECT. DIRECT CONNECT TO UNIT.
2.RVSS PROVIDED BY SKM. INSTALL BY ELECTRICAL.
NO
T

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
7 x 7, 4-25 kV, 3-Phase 1000-2500 kVA Transfomer Padvault Stock Item 7992958
7 x 7, 35 kV, 3-Phase 1000-2500 kVA Transformer Padvault Stock Item 7992959
TOP
4-25 kV, 3-PHASE TRANSFORMER W/ACCESS
No. 84/112-T-25P-1660-PCORP (Shown)
PLAN VIEW
SECTION AA END VIEW
A A
BASE
No. 776-57-B-PCORP
Scale: N.T.S.
ROCKY MOUNTAIN POWER TRANFORMER PADVAULT DIAGRAM - 2.4-25kV, 1000-2500kVA1
EL
E
C
T
R
I
C
A
L

D
E
T
A
I
L
S
E04
RB
62
3
0
1
7
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
02
/
2
8
/
2
0
2
5
02
/
2
8
/
2
0
2
5
02
/
2
8
/
2
0
2
5
NO.354252-2202
DARRIN B.
SANDERS
S
TATE OF U T A HS
TATE OF U T A H
R
E
G
ISTERE D P R O F ESSION
A
L

E
NG
I
NEERR
EG
ISTERE D P R O FESSION
A
L
E
NG
I
NEER
02/28/2024
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
WE
L
L

3
01
/
1
3
/
2
0
2
5
PR
E
L
I
M
I
N
A
R
Y

R
E
V
I
E
W

S
E
T
02
/
2
8
/
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
X Y
PULL SLOT STAINLESS STEEL
HEX HEAD BOLT
W/ WASHER (TYPICAL
PULL SLOT
LOGO AREA
L
W
H
T
Scale: N.T.S.
ELECTRICAL DETAILS - TYPE III PC BOX2
GENERAL NOTES:
1-CIVIL INFORMATION SHOWN FOR INFO ONLY. CONFIRM WITH APPROVED
KIMLEY-HORN DRAWINGS.
2- DUCT BANK LOCATIONS ARE SCHEMATIC. FIELD COORDINATE CLEARANCES FROM
OTHER CIVIL ELEMENTS IN AREAS OF CONCERN.
3-ALL EARTH MOVING AND PLACEMENT OPERATIONS SHALL BE IN CONFORMANCE
WITH THE RECOMMENDATIONS IDENTIFIED IN THE GEOTECHNICAL REPORT. THE
CONTRACTOR SHALL HAVE A SIGNED AND SEALED COPY OF THE GEOTECHNICAL
REPORT ON SITE AT ALL TIMES AND SHALL FOLLOW ALL RECOMMENDATIONS.
4-CONTRACTOR TO INSTALL ALL CONDUIT PER ROCKY MOUNTAIN POWER
ENGINEERING STANDARDS POLICY #242.
NO
T

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
1
9
4
+
0
0
19
5
+
0
0
19
6
+
0
0
19
7
+
0
0
19
8
+
0
0
1
9
9
+
0
0
2
0
0
+
0
0
2
0
1
+
0
0
20
2
+
0
0
W
W
W
W
W
W
W
W
LIF
T

2

(
2
0
2
1
)

P
H
A
S
E

1
J
S
Scale: 1" = 200'-0"
WELL 3 - OVERALL SITE PLAN VIEW1
WE
L
L

3

O
V
E
R
A
L
L

S
I
T
E

P
L
A
N

V
I
E
W
ES01
1
ES03
Feet
1:200
8004000200
RB
62
3
0
1
7
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
02
/
2
8
/
2
0
2
5
02
/
2
8
/
2
0
2
5
02
/
2
8
/
2
0
2
5
NO.354252-2202
DARRIN B.
SANDERS
S
TATE OF U T A HS
TATE OF U T A H
R
EG
I
STERE D P R OF ESSIONA
L

E
NG
INEERR
EG
I
STERE D P R O F ESSIONA
L
E
NG
INEER
02/28/2024
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
WE
L
L

3
01
/
1
3
/
2
0
2
5
PR
E
L
I
M
I
N
A
R
Y

R
E
V
I
E
W

S
E
T
02
/
2
8
/
2
0
2
5
PE
R
M
I
T

S
E
T
1
ES05
GENERAL NOTES:
1-CIVIL INFORMATION SHOWN FOR INFO ONLY. CONFIRM WITH APPROVED
KIMLEY-HORN DRAWINGS.
2- DUCT BANK LOCATIONS ARE SCHEMATIC. FIELD COORDINATE CLEARANCES FROM
OTHER CIVIL ELEMENTS IN AREAS OF CONCERN.
3-ALL EARTH MOVING AND PLACEMENT OPERATIONS SHALL BE IN CONFORMANCE
WITH THE RECOMMENDATIONS IDENTIFIED IN THE GEOTECHNICAL REPORT. THE
CONTRACTOR SHALL HAVE A SIGNED AND SEALED COPY OF THE GEOTECHNICAL
REPORT ON SITE AT ALL TIMES AND SHALL FOLLOW ALL RECOMMENDATIONS.
4-CONTRACTOR TO INSTALL ALL CONDUIT PER ROCKY MOUNTAIN POWER
ENGINEERING STANDARDS POLICY #242.
NO
T

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
W
J
S
GENERATOR
ATS
CT

C
A
B
I
N
E
T
GENERATOR PAD
GENERATOR STUB UP WINDOW
LP1-6
LP1-2,4
POWER POLE LOCATION TO BE
DETERMINED BY RMP. SHOWN FOR REFERENCE
Feet
1:5
201005
Scale: 1" = 5'-0"
ENLARGED WELL 3 SITE PLAN1
EN
L
A
R
G
E
D

W
E
L
L

3

S
I
T
E

P
L
A
N
ES03
RB
62
3
0
1
7
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
02
/
2
8
/
2
0
2
5
02
/
2
8
/
2
0
2
5
02
/
2
8
/
2
0
2
5
NO.354252-2202
DARRIN B.
SANDERS
S
TATE OF U T A HS
TATE OF U T A H
R
EG
I
STERE D P R O FESSIONA
L

E
NG
INEERR
E
G
I
STERE D P R O FESSIONA
L
E
NG
INEER
02/28/2024
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
WE
L
L

3
01
/
1
3
/
2
0
2
5
PR
E
L
I
M
I
N
A
R
Y

R
E
V
I
E
W

S
E
T
02
/
2
8
/
2
0
2
5
PE
R
M
I
T

S
E
T
1
ES04
(3)4" & (2) 1" CONDUITS
(3)4" CONDUITS
(3)4" CONDUITS
(1) 2" CONDUIT
(1) 2" CONDUIT
(1) 6" CONDUIT
2
E04
1
E04
1
KEYED NOTES
VERIFY EXACT LOCATION AND DIMENSION WITH
GENERATOR SUBMITTALS.
GENERATOR PAD TO BE PROVIDED BY OTHERS.
#
2
1
2
NO
T

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
J
S
Scale: 1" = 2'-0"
ENLARGED WELL 3 PUMPHOUSE PLAN1
EN
L
A
R
G
E
D

W
E
L
L

3

P
U
M
P
H
O
U
S
E
PL
A
N
ES04
RB
62
3
0
1
7
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
02
/
2
8
/
2
0
2
5
02
/
2
8
/
2
0
2
5
02
/
2
8
/
2
0
2
5
NO.354252-2202
DARRIN B.
SANDERS
S
TATE OF U T A HS
TATE OF U T A H
R
EG
I
STERE D P R O FESSIONA
L

E
NG
INEERR
EG
I
STERE D P R OFESSIONA
L
E
NG
I
NEER
02/28/2024
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
WE
L
L

3
01
/
1
3
/
2
0
2
5
PR
E
L
I
M
I
N
A
R
Y

R
E
V
I
E
W

S
E
T
02
/
2
8
/
2
0
2
5
PE
R
M
I
T

S
E
T
1
KEYED NOTES
MOUNT 30KVA TRANSFORMER 'TX1' ON WALL ABOVE
PANEL 'LP1'. PROVIDE MOUNTING BRACKETS THAT
GIVE 6" CLEARANCE FROM WALL FOR DEDICATED
ELECTRICAL SPACE.
PROVIDE (1) 1" CONDUIT AND ASSOCIATED CONTROL
WIRING FROM ATS TO GENERATOR REMOTE
ANNUNCIATOR.
ELECTRICIAN TO ROUGH IN FOR COMM.
ATS CONCRETE PAD BY OTHERS.
'MDP'
''RVSS-P1'
'PLC-W3''
'TX1'
'LP1'
'ATS''CT CABINET'
#
2
2
1
LP1-5
WP
LP1-5
LP1-5
LP1-5
D1
LP1-1
D1
LP1-1
D1
LP1-1
D1
LP1-1
W1
LP1-1
AC-1
LP1-3
MDP-3
P-1
MDP-3
LP1-1
METER SOCKET
'ATS' CONCRETE PAD
LP1-5
WP
800A MAIN
DISCONNECT
3
3
4
4
GENERAL NOTES:
1-CIVIL INFORMATION SHOWN FOR INFO ONLY. CONFIRM WITH APPROVED
KIMLEY-HORN DRAWINGS.
2- DUCT BANK LOCATIONS ARE SCHEMATIC. FIELD COORDINATE CLEARANCES FROM
OTHER CIVIL ELEMENTS IN AREAS OF CONCERN.
3-ALL EARTH MOVING AND PLACEMENT OPERATIONS SHALL BE IN CONFORMANCE
WITH THE RECOMMENDATIONS IDENTIFIED IN THE GEOTECHNICAL REPORT. THE
CONTRACTOR SHALL HAVE A SIGNED AND SEALED COPY OF THE GEOTECHNICAL
REPORT ON SITE AT ALL TIMES AND SHALL FOLLOW ALL RECOMMENDATIONS.
4-CONTRACTOR TO INSTALL ALL CONDUIT PER ROCKY MOUNTAIN POWER
ENGINEERING STANDARDS POLICY #242.
NO
T

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
W
W
W
W
W
W
W
W
W
POWER POLE LOCATION TO BE
DETERMINED BY RMP. SHOWN FOR REFERENCE
Scale: 1" = 2'-0"
ENLARGED EXISTING SWITCH PLAN1
EN
L
A
R
G
E
D

E
X
I
S
T
I
N
G
SE
C
T
I
O
N
A
L
I
Z
E
R

P
L
A
N
ES05
RB
62
3
0
1
7
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
02
/
2
8
/
2
0
2
5
02
/
2
8
/
2
0
2
5
02
/
2
8
/
2
0
2
5
NO.354252-2202
DARRIN B.
SANDERS
S
TATE OF U T A HS
TATE OF U T A H
R
EG
I
STERE D P R O FESSIONA
L

E
NG
INEERR
E
G
I
STERE D P R O FESSIONA
L
E
NG
INEER
02/28/2024
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
WE
L
L

3
01
/
1
3
/
2
0
2
5
PR
E
L
I
M
I
N
A
R
Y

R
E
V
I
E
W

S
E
T
02
/
2
8
/
2
0
2
5
PE
R
M
I
T

S
E
T
1
KEYED NOTES
SEE WELLS BACKBONE DRAWINGS FOR
CLARIFICATION.
#
EXISTING SECTIONALIZER
GENERAL NOTES:
1-CIVIL INFORMATION SHOWN FOR INFO ONLY. CONFIRM WITH APPROVED
KIMLEY-HORN DRAWINGS.
2- DUCT BANK LOCATIONS ARE SCHEMATIC. FIELD COORDINATE CLEARANCES FROM
OTHER CIVIL ELEMENTS IN AREAS OF CONCERN.
3-ALL EARTH MOVING AND PLACEMENT OPERATIONS SHALL BE IN CONFORMANCE
WITH THE RECOMMENDATIONS IDENTIFIED IN THE GEOTECHNICAL REPORT. THE
CONTRACTOR SHALL HAVE A SIGNED AND SEALED COPY OF THE GEOTECHNICAL
REPORT ON SITE AT ALL TIMES AND SHALL FOLLOW ALL RECOMMENDATIONS.
4-CONTRACTOR TO INSTALL ALL CONDUIT PER ROCKY MOUNTAIN POWER
ENGINEERING STANDARDS POLICY #242.
EXISTING COMM
COMM-W1
E-STA-W1
(1) 2" CONDUIT
(1) 6" CONDUIT
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
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
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
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