1-RFQ Reference Drawings 13MAR2026pdf.pdf

PDF 23 MB Posted Mar 13, 2026

Attached to: Tanner Reservoir Valve Replacement
Solicitation number: 513800052
Issued by: Utah

About this file

Written by GovTribe AI · Mar 17, 2026

This is a reference drawings document prepared by Advanced Engineering and Environmental Services, LLC for the Salt Lake City Department of Public Utilities regarding the Tanner Reservoir Valve Replacement project. The project involves significant improvements to water infrastructure at two locations: the existing Tanner Turnout Vault and a new Big Cottonwood Conduit (BCC) Isolation Vault along Wasatch Boulevard in Salt Lake City, Utah. The scope of work includes installation of two new 18-inch high-performance butterfly valves, a new Siemens SITRANS MAG 5100W flow meter, vault ventilation systems, electrical infrastructure, and telemetry equipment at the Tanner vault; construction of a new isolation vault with a 72-inch high-performance butterfly valve, two access manways, two air-vacuum valves, an 8-inch ductile iron drain pipe with discharge structure, and a dual body combination air valve; and replacement of approximately 100 linear feet of 72-inch prestressed concrete cylinder pipe (PCCP) with welded steel pipe (WSP). The estimated construction cost is approximately $2.5 million, with preliminary drawings indicating the parcel address as 6080 South Wasatch Boulevard.

The drawings provided are preliminary and not for construction, bearing the date of May 2, 2025. The documentation includes detailed civil, structural, and electrical plans with specifications for concrete construction (6500 PSI, 28-day compressive strength), reinforcing steel (ASTM A615, Grade 60), and seismic design criteria per ASCE 7-16 for Salt Lake City (Seismic Design Category D, Risk Category IV). The structural design incorporates lateral earth pressure assumptions of 60 pounds per cubic foot and net allowable bearing pressure of 2,000 PSF. Electrical components include a solar power package with a control panel, battery bank, solar panels, flow control panel, wireless telemetry system with radioline I/O modules, and grounding systems. The contractor is responsible for field verification of existing conditions, excavation planning sealed by a licensed Utah engineer, concrete mix design submissions, special inspections per IBC standards, and coordination with all trades to ensure a complete, operable system prior to completion.

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File	Type	Posted
2-RFQ Reference Specifications 13MAR2026.pdf	PDF	Mar 13, 2026
3-Request For Qualifications 13MAR2026.pdf	PDF	Mar 13, 2026

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S A L T

L A K E

C I T Y

TANNER RESERVOIR VAULT REPLACEMENT

FOR R

EFERENCE O

NLY

ATTACHMENT A

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GENERAL NOTES

FOR R

EFERENCE O

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PARCEL ADDRESS:

6080 S WASATCH BLVD

72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W

69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W

69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W

72 W72 W72 W72 W72 W72 W72 W72 W72 W72 W72 W72 W72 W

72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W

R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W

OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE

R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W

72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W

GGGGGGGGGGGGGGGGGGG

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

WASATCH BLVD

SALT LAKE AQUEDUCT (69" RCP)

BIG COTTONWOOD CONDUIT (72" PCCP)

TO TANNER

RESERVOIR (18" DIP)

EXISTING TANNER

TURNOUT VAULT EXISTING BFV 18" VALVE

OUTSIDE OF VAULT

EXISTING BFV 18"

VALVE INSIDE VAULT

EXISTING FENCE

RIGHT OF WAY

OVERHEAD ELECTRICAL

LINES

EXISTING METER

INSIDE VAULT

CONSTRUCTION LIMITS

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Scale in Feet

FOR R

12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W

72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W

12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 WSD

R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W

R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W

72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W

69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W 69 W

72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W

GGGGGGGGGG

GGGGGGGGGGG

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE OHE

WASATCH BLVD

SALT LAKE AQUEDUCT (69" RCP)

C R

EXISTING FENCE

BIG COTTONWOOD CONDUIT (72" PCCP)

APPROXIMATE TOLCATE

CREEK ALIGNMENT

EXISTING TOLCATE

TURNOUT VAULT

EXISTING 12" BFV

VALVE OUTSIDE VAULT

EXISTING 12" BFV

VALVE OUTSIDE VAULT

EXISTING METER

INSIDE VAULT

30" RCP CULVERT

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DEMOLITION NOTES

CUT AND REMOVE EXISTING 72" PCCP.

+/- 12' WIDE ASPHALT SAW CUT AND WORK

LIMITS. SEE DETAIL 255/C505

GENERAL NOTES

WORK AREAS SHOWN ARE APPROXIMATE.

PRIOR TO DETERMINING FINAL DEMO AND

REPLACEMENT LIMITS, CONTRACTOR SHALL

FIELD VERIFY LOCATION AND ALIGNMENT OF

EXISTING 72" PCCP, PIPE MATERIAL, SIZE,

JOINT LOCATIONS, AND JOINT

CONFIGURATIONS.

FOR R

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DEMOLITION NOTES

REMOVE EXISTING FL x FL 18" BFV. SALVAGE

VALVE AND RETURN TO OWNER.

REMOVE EXISTING INLINE TURBINE METER.

REMOVE EXISTING FL x FL 18" DIP.

EXISTING VAULT, CLEAN EXISTING GROUND,

PROTECT IN PLACE.

REMOVE EXISTING LADDER RUNGS.

CONNECT NEW PIPE TO EXISTING FL x FL 18"

DIP.

R O

C103

EXISTING TANNER VAULT DEMOLITION

NO SCALE

R O

C103

EXISTING TANNER VAULT DEMOLITION

NO SCALE

FOR R

72 W 72 W 72 W 72 W 72 W 72 W 72 W

72 W72 W72 W72 W72 W72 W72 W72 W72 W72 W72 W72 W72 W72 W72 W72 W72 W72 W72 W

18 W

72 W 72 W 72 W 72 W 72 W 72 W 72 W

R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W

OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE

72 W 72 W 72 W 72 W 72 W 72 W 72 W

GGGGGGGGGGGGGGG

5'-6"

5' -6

W W

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CONSTRUCTION NOTES

NOTE: REFER TO DETAILS ON SHEET C502.

REMOVE AND REPLACE BURIED 18" BFV.

CUT BACK EXISTING SLOPE TO EXPOSE

CONCRETE LID. CLEAR DEBRIS AND

VEGETATION AS NEEDED.

REMOVE TREE.

INSTALL CONCRETE PAD WITH CONCRETE

RETAINING WALL FOR SOLAR PANEL

ELECTRICAL. SEE DETAIL 2/S503.

INSTALL TIMBER AND GRAVEL ACCESS

STAIRWAY IN EXISTING SLOPE PER DETAIL

XX/S5XXX.

INSTALL CHAINLINK FENCE AND SINGLE SWING

GATE PER DETAIL XX/CXXX (APWA DETAIL 831).

FOR R

12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W

72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W

12 W 12 W

R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W

72 W 72 W 72 W72 W 72 W 72 W72 W 72 W 72 W

GGGGGGG

GGGGGGGGGGG

WASATCH BLVD

SDSDSDSD

LAT:1556100.1341

LON: 7404649.9732

0+00

1+00

2+00

: 0

+0 0.

: 0

+5 0.

: 1

+1 0.

: 1

+7 0.

: 1

+7 4.

W W W W W W W W W

8" GV

STA = 0+04.69

8" PVC

EXISTING 30" CULVERT

EXISTING TOLCATE

TURNOUT VAULT

W TOP

STA

EXISTING GRADE

4811.72 4813.87 -6.43 -6.59 1+00 2+00

1.51% 1.62%

1.95% 2.30%

30" RCP CULVERT

EXISTING TOLCATE

TURNOUT VAULTNEW ISOLATION VAULT

(MATCH EXISTING GRADE)

TRANSITION FITTING #1

NEW 72" WELDED STEEL PIPEEXISTING 72" PCCP

TRANSITION FITTING #2

EXISTING 72" PCCP

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0 10

CONSTRUCTION NOTES

1. MAINTAIN MIN. OF 5 FT OF COVER ABOVE

PIPELINE.

TRANSITION TO EXISTING PCCP. SEE

DETAIL 3/C508 AND 4/C508 FOR TRANSITION

FITTINGS #1 & 2.

INSTALL NEW 72" WSP RJ PIPE. SEE DETAIL

1/C501 AND 2/C502.

INSTALL NEW 72" DO BFV.

INSTALL NEW BCC ISOLATION VAULT. SEE

DETAIL 1/C501 AND 2/C502.

GENERAL NOTES

1. WORK AREAS SHOWN ARE APPROXIMATE.

PRIOR TO DETERMINING FINAL DEMO AND

REPLACEMENT LIMITS. CONTRACTOR SHALL

FIELD VERIFY LOCATION AND ALIGNMENT OF

EXISTING 72" PCCP, PIPE MATERIAL, SIZE,

JOINT LOCATIONS, AND JOINT

CONFIGURATIONS.

2. MAINTAIN MIN. OF 5 FT OF COVER ABOVE

PIPELINE.

FOR R

12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W

72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W 72 W

12 W 12 W 12 W 12 W 12 W

R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W

72 W 72 W 72 W 72 W 72 W 72 W 72 W

GGGGGGGGGGGGGGGGGG

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

WASATCH BLVD

SDSDSD

45 DEG BEND

8" PVC

8" STEEL BLOWOFF & DISSIPATION

STRUCTURE

STA 1+59.51 - 0.03' (R)

RIM: 4798.46

1+7 1.06

8" STEEL

8" STEEL x PVC ADAPTOR

STA = 0+07.98

W W W W W W

BP: 0+00.00

EP: 1+71.06

PI: 0+69.60

PI: 0+75.34

PI: 1+59.51

PI: 0+08.48

8" GV

STA = 0+04.69

8" GV

STA = 1+51.13

8" STEEL x PVC ADAPTOR

STA = 1+46.73

8" PVC

90 DEG BEND

EXISTING 30" CULVERT

EXISTING TOLCATE

TURNOUT VAULT

TOP

STA

4811.64 4810.58

0+00 1+00 -13.18 -15.13

8" PVC

8" STEEL

12" WATER

10" GAS

8" S

x P

EXISTING GRADE

-1.65% 8" STEEL

8" S

x P

G V

W O

R U

R E

8" G

NEW ISOLATION VAULT

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CONSTRUCTION NOTES

INSTALL 8" VAULT DRAIN.SEE DETAIL 1/C501

AND 2/C501.

INSTALL BLOWOFF AND DISSIPATION

STRUCTURE. SEE DETAIL 4/C501.

CONNECT DRAIN TO VAULT AS SHOWN IN

DETAIL 1/C501, 2/C501, AND 3/C501.

FOR R

C501

FLOW

22'-3" 26'-3"

6' -0

4'-0"

0' -8

3' -0

'-0

3'-4"

2'-0"

0'-8"1'-4"

1' -4

8" WSP

C/L EL 4794'

CONCRETE BLOCK, PROVIDE 2 SQ FT

HORIZONTAL AND VERTICAL BEARING AREA

8"X8" STL TEE WITH DISH HEAD

STRUCTURAL FILL,

SEE SECTION 32 05 16

NON-WOVEN GEOTEXTILE FABRIC

18" THICK LAYER RIPRAP D50 = 12"

NON-WOVEN GEOTEXTILE FABRIC

RIPRAP D50 = 12"

12'

EL 4795.00

EL 4796.50±

1 1/2" SST GRATING

#4 MESH RODENT SCREEN

8" STEEL TEE WITH BLIND FLANGE

8.5'

2' MIN

PAINT IN ACCORDANCE WITH SECTION 09 96 00

RESTORE TOP OF BANK TO

PRECONSTRUCTION GRADE

EL 4796.00 ±

8" STL PUMPING WELL

CONTINUES TO VAULT

DRAIN CONNECTION

CONCRETE COLLAR

6" AROUND PIPE

5'-0"

1'-0" TYP RIPRAP BANK

6' -0

PLAN VIEW

PROFILE VIEW

FLOW FLOW

5' -0

2' -0

1' -6

-0

'-6

0' -8

0'-6"

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CONSTRUCTIO

TOLCATE 72" BUTTERFLY VALVE VAULT PROFILE VIEW2

C501

CONSTRUCTION NOTES

INSTALL CAST-IN-PLACE CONCRETE VAULT.

FURNISH AND INSTALL 72" DOUBLE OFFSET

BUTTERFLY VALVE.

FURNISH AND INSTALL 30" HINGED MANWAY.

INSTALL GALVANIZED STEEL FIXED LADDER

W/ RUNG EXTENSION ATTACHED TO LID. SEE

DETAIL 4/C506 AND 2/C507.

INSTALL 8" STEEL VAULT DRAIN. SEE DETAIL

3/C501 FOR SECTION VIEW AND 3/C506 FOR

FLOOR PENETRATION.

WALL/FLOOR PENETRATION SEE DETAIL

3/C506.

INSTALL TRANSITION FITTING SEE DETAILS

3/C508, 4/C508, AND 5/C508.

INSTALL 6" COMBINATION AIR-VAC VALVE. SEE

DETAIL 1/C506.

CLSM FILL TO NATIVE SOIL.

6" MIN. OF TYPE A3 VAULT BASE.

(2) CONTINUOUS ROWS OF 1" RX-101

WATERSTOP (TYPICAL AT ALL VAULT JOINTS).

INSTALL PLASTIC MUSHROOM VENT. SEE

DETAIL 1/C507.

INSTALL 8" STEEL x PVC ADAPATOR.

INSTALL 8" GATE VALVE.

INSTALL REMOVABLE CONCRETE ROOF

PANEL. SEE DETAIL 2/S502.

INSTALL CONCRETE PIPE SUPPORT. SEE

DETAIL 1/C509.

INSTALL VAULT SUMP. SEE DETAIL 3/S502.

TOLCATE VAULT BLOWOFF AND DISSIPATION STRUCTURE DETAIL4

C501 SCALE: NONE

TOLCATE 72" BUTTERFLY VALVE VAULT PLAN VIEW1

C501

8 8

2.5' 2.5' 5'0'

TOLCATE VAULT DRAIN SECTION VIEW3

C501

2.5' 2.5' 5'0'

6 13

STRUCTURAL FILL TO NATIVE SOIL

FOR R

1' -0

8'-0"

10'-0"

8' -0

'-0

FLOW FLOW

SET VALVE BOX 14"

BELOW PAVED

SURFACE DROP LID MARKED

"WATER"

CONCRETE COLLAR

MIN. 24" TOP

SECTION

BUTTERFLY

VALVE

DUCTILE IRON

PIPE

BEDDING CONCRETE

BLOCK

JOINT

RESTRAINER

VALVE BOX

ADAPTOR

18"

VALVE

BOX

3" CLEAR

COVER

#4 REBAR

4" CONCRETE

COLLAR

3" C

C O

ELEVATION

PLAN

#4 REBAR

8'-0"

10'-0"

5' -0

7' -0

0' -8

C502

FLOWFLOW

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NOT FOR

CONSTRUCTIO

TANNER 18" BUTTERFLY VALVE VAULT PROFILE VIEW2

C502

CONSTRUCTION NOTES

EXISTING VAULT. PROTECT IN PLACE.

REMOVE EXISTING 18" BUTTERFLY VAVLE

AND REPLACE WITH 18' FL DOUBLE OFFSET

BUTTERFLY VALVE W. MANUAL ACTUATOR

& STEM EXTENDED TO OPERATE FROM

SURFACE.

CONNECT NEW BURIED VALVE TO EXISTING

PIPE. USE RESTRAINED FLANGE ADAPTER,

ROMAC OR EQUIVALENT.

REMOVE AND REPLACE CLASS 52 18"

DUCTILE IRON PIPE. CONTRACTOR TO

VERIFY SIZE OF SPOOL NEEDED.

REMOVE AND REPLACE EXISTING METER

WITH SIEMENS SITRANS MAG 5100W

FLOWMETER MODEL 7ME6520.

TIE-IN LOCATION. TIE INTO EXISTING

FLANGED PIPE.

INSTALL MUSHROOM HIGH VENT. SEE

DETAIL 1/C507.

INSTALL MUSHROOM LOW VENT. SEE

DETAIL 1/C507.

REPLACE PRECAST CONCRETE ROOF WITH

CAST IRON MANHOLE RING AND COVER.

INSTALL GALVANIZED STEEL FIXED LADDER

W/ RUNG EXTENSION ATTACHED TO LID.

SEE DETAIL 4/C506 AND 2/C507.

BURIED BUTTERFLY VALVE COLLAR AND SETTING3

C502 SCALE: NONE

1.25' 1.25' 2.5'0'

TANNER 18" BUTTERFLY VALVE VAULT PLAN VIEW1

C502

1.25' 1.25' 2.5'0'

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NOT USED

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ISOLATI0N VALVE

VALVE SIZES 3" AND SMALLER SHALL HAVE FULL

SIZE NPT INLETS AND OUTLETS EQUAL TO THE

NOMINAL VALVE SIZE. VALVE SIZES 4" AND

LARGER SHALL HAVE BOLTED FLANGE INLETS

AND PLAIN OUTLETS AND PROTECTIVE HOODS TO

PREVENT DEBRIS FROM ENTERING THE VALVE

DUAL BODY COMBINATION AIR VALVE (SIZED

PIPE SIZE AND FLOW RATES)

TAP PIPING SYSTEM AT HIGH POINT FOR AIR

VALVE INLET PIPE (VERIFY SIZE)

LARGE WATER LINE (VERIFY

SIZE AND FLOW RATES)

PIPE PENETRATION NOTES:

RECOMMENDED BY MECHANICAL

SLEEVE DIAMETER AS

MIN. SCH 20 PIPE SLEEVE

SEAL MANUFACTURER

EXTERIOR SURFACE

SEE NOTE #4

SEEP RING (CENTERED)

SEE NOTE #3EXPOSED FACE

INTERIOR OR

PENETRATING FLOORS

EXTEND SLEEVE WHEN

FLOOR PENETRATIONS

FOR UPPER LEVEL

ROD AND MASTIC SEALANT

FILL WITH BACKER

MODULAR SEAL

4''

1. ALL STEEL SLEEVES TO BE HOT DIP GALVANIZED AFTER FABRICATION.

2. INSULATION SHALL NOT EXTEND THROUGH SLEEVES, UNLESS OTHER-WISE SPECIFIED

3. SEEP RING TO HAVE OUTSIDE DIA. 4" GREATER THAN SLEEVE DIA.

4. SEAL WITH MASTIC SEALANT WHERE WALL IS EXPOSED TO LIQUID OR EARTH

5. ALL PIPE PENETRATIONS ARE SHOWN FOR CAST-IN-PLACE.

1. DIMENSION "A" CORRESPONDS TO THE COMPLETED JOINT OVERLAP AFTER WELDING

DIMENSION "A" SHALL BE THE GREATER OF 3" OR 5t, MINIMUM FOR STANDARD JOINTS. FOR

SPECIAL TEMPERATURE CONTROL JOINTS, THE DIMENSION "A" JOINT OVERLAP SHALL BE

INCREASED BY 3 INCHES AS FURTHER DISCUSSED IN NOTE 3.

2. FOR STANDARD JOINTS THE MINIMUM DIMENSION "B" SHALL BE AS REQUIRED TO PROVIDE

THE MINIMUM OVERLAP DIMENSION "A" AND MAINTAIN THE INDICATED HOLDBACK FOR THE

WELD.

3. FOR SPECIAL TEMPERATURE CONTROL JOINTS, THE MINIMUM DIMENSION "B" SHALL BE

INCREASED BY AT LEAST 3 INCHES. AT THE TIME OF INSTALLATION AND PRIOR TO WELDING, THE SPIGOT SHALL BE INSERTED INTO THE LENGTHENED BELL TO PROVIDE "A" PLUS 3

INCHES MINIMUM JOINT OVERLAP. SEE SPECIFICATIONS SECTION 33 11 13 FOR SPECIAL

TEMPERATURE CONTROL JOINT WELDING REQUIREMENTS.

4. FILLET WELDS FOR BELL AND SPIGOT LAP JOINTS SHOWN FILLET WELDS ON OTHER JOINTS

SIMILAR.

5. FOR ALL PIPE 30" DIAMETER OR LARGER, CONTRACTOR SHALL CONDUCT AN AIR/SOAP

SOLUTION LEAK TEST AT 40 PSI AIR PRESSURE IN ADDITION TO DYE PENETRANT OR

MAGNETIC PARTICLE TESTING PERFORMED BY THE ENGINEER. IF LEAKS ARE DETECTED,

REPAIR AND RETEST THE WELDS UNTIL THERE ARE NOT DEFECTS. PLUG HOLES WITH

THREADED OR WELDED PLUG AT COMPLETION OF TEST AND COAT AS SHOWN. TAP HOLES

MAY BE ON INSIDE OR OUTSIDE OF JOINT.

6. THE JOINTS SHALL BE FABRICATED AND INSTALLED TO BE WITHIN THE TOLERANCES

INDICATED. THE TOLERANCE REQUIREMENTS SHALL APPLY TO BOTH WELDS AND TO BOTH

STRAIGHT AND DEFLECTED JOINTS.

7. FOR ALL PIPE DIAMETER SMALLER THAN 30", SINGLE LAP JOINTS SHALL BE INSIDE OR

OUTSIDE AT C0NTRACTORS OPTI0N. IF WELDED FROM THE INSIDE, AN ADDITIONAL HEAT

SHRINK SLEEVE WILL BE REQUIRED. REFER TO SECTION 33 11 13 FOR SPECIAL

REQUIREMENTS.

8. LININGS AND COATINGS ARE NOT SHOWN FOR CLARITY.

NOTES

SEE NOTE 7

LINING AND COATING NOT SHOWN FOR CLARITY

NOTE 2 AND 3

1"A

NOTE 1 MIN

SEE NOTE 7

1"t t 16

JOINT COATING SEE NOTE 8

(HEAT SHRINK SLEEVE 3" MIN

OVERLAP PIPE COATING EACH

SIDE) SEE NOTE 3

POINT OF TANGENCY

OF BELL RADIUS (LAP

JOINT)

3/4" NPT TAP FOR

AIR/SOAP TEST

SEE NOTE 5

FILL BOLLARD WITH CONCRETE

ROUND TOP OF CONCRETE

REFLECTIVE STRIP

6" SCH, 40 GALV, STEEL PIPE

PROVIDE YELLOW HDPE BOLLARD SLEEVE

SLOPE TO DRAIN

CORED OR DRILLED HOLE

FILLED WITH CONCRETE(4) 1/2" DIA. X 4"

HEADED ANCHORS

@ 90 DEC (2 PLACES)

6" 5'

-0

3' -6

6" 2'

-6

1'-8" ø

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CONSTRUCTIO

C506

DUAL BODY COMBINATION AIR VALVE DETAIL

SCALE: NONE

C506

CONCRETE BOLLARD DETAIL

SCALE: NONE

C506

VAULT DRAIN FLOOR PENETRATION DETAIL

SCALE: NONE

C506

LAP JOINT WELD

SCALE: NONE

FOR R

MUSHROOM STYLE

VENT CAP WITH NO. 4

SST WIRE MESH

MUSHROOM STYLE

VENT CAP WITH NO

4 SST WIRE MESH

FLANGED

PLATE

ANCHOR

BOLTS

ROOF LINE

CORE HOLE FOR

VENT PIPEROOF LINE

CORE HOLE FOR

VENT PIPE

ANCHOR

BOLTS

FLANGED

PLATE

6" GALV. STL PIPE

2'- 6"

1'- 0"

LOW VENT HIGH VENT

6" GALV. STL PIPE

6" SCH 90 PVC PIPE

6" SCH 80 PVC PIPE

PRESSURE GAUGE

1/2" STAINLESS STEEL BALL VALVE

TAP PIPE FOR 1/2" NPT

STAINLESS NIPPLE

72" PIPE

8" 8"8"

3" 2"

2'-0"

1/ 2"

1' -0

-0

1' -0

1'-4"

1/2" GALVANIZED STEEL BASE PLATE

3" x 1/2" GALVANIZED STEEL RAIL

GALVANIZED STEEL

4-ROW TRACTION TREAD

LADDER RUNG

1/2" x 5-1/2" HILTI

KWIK BOLT TZ ANCHOR

BOLT (TYPICAL)

1'-4"

7" M

GALVANIZED STEEL HATCH FRAME

3'-0"

CLEAR OPENING

3'-0" MINIMUM

CLEAR OPENING

3" x 1/2" GALVANIZED STEEL RAIL

GALVANIZED STEEL

4-ROW TRACTION TREAD

LADDER RUNG

5/8" STAINLESS STEEL ADHESIVE

ANCHOR BOLT, 5" EMBEDMENT

1'-4" 7"

MIN

FLOOR, GRATING, OR FLOOR GROUT

2-1/2" x 1/4" GALVANIZED STEEL BRACKETS

SPACE @ 4'-0" ON CENTER MAX

" M

EDGE OF CONCRETE DECK

(VARIES)

3'-0"

CLEAR OPENING

3-RUNG HANDHOLD

FIXED LADDER

3' -0

STRUCTURE DECK

2 1/2"

3-RUNG HANDHOLD

SEE NOTE 1.

36" WIDE x MINIMUM 1/16" THICK

GALVANIZED STEEL DEFLECTOR

PLATE BOLTED TO TOP SLAB IF

SPACE BETWEEN CENTERLINE

OF LADDER AND OPENING IS

LESS THAN 2'-6"

60°

NOTES:

1. 3-RUNG HANDHOLD IS NOT NEEDED IF A TELESCOPING LADDER-UP SAFETY POST

HANDHOLD WILL BE INSTALLED. REFER TO VAULT / STRUCTURAL DETAILS.

SEE NOTE 1

Ad va n c ed

En g i nee r i ng and

PRELIM

ARY

Env i ronmental Services, LLC

NOT FOR

CONSTRUCTIO

C507

MUSHROOM AIR VENT DETAIL

SCALE: NONE

C507

PRESSURE GAUGE DETAIL

SCALE: NONE

LADDER DETAIL

SCALE: NONE

FOR R

100% U.T. OF

10% OF

PRIOR TO BACKFILLING AND LINING PIPE,

INSTALL "t" THK CURVED BUTT STRAP COUPON

PASSHOLES

TYP

WSP CYL ID LINING &

COATING NOT

SHOWN FOR

CLARITY

2" CORPORATION STOP

3"x2" BRASS

REDUCING FLANGE

MIN

TYPE A

100% UT OF 10%

OF OUTLETS

COAT W/ JOINT PROTECTION

MATERIALS AS SPECIFIED

FILL PASSHOLE RECESS W/

SPECIFIED LINING AFTER JOINT

COMPLETION

SEE

NOTE 3

6" MAX FLAT THREADED OUTLET. SUPPLY THREADED

STEEL PLUG TO CLOSE AFTER USE. SEAL WELD IN

PLACE, PATCH LINING & COATING AS SPECIFIED

NOTES:

1. LINE AND COAT TEST HEAD AND PLAIN END

WITH 3 MILS MIN RUST INHIBITING PRIMER.

2. MINIMUM 8" HOLDBACK REQUIRED AFTER

TEST HEAD CUT OFF.

LINING & COATING

NOT SHOWN FOR

CLARITY

TYPE B

INSIDE OF WSP WALL

OR BUTT STRAP

FILL RECESS W/ SPECIFIED

LINING AFTER JOINT COMPLETE

WALL THICKNESS "t" SHALL BE THE SAME AS

THE ADJOINING PIPE.

EXCEPT FOR WELDING ON OUTLETS, ALL WELDS

ON FABRICATED TEST HEADS SHALL BE FULL

PENETRATION BUTT WELDS. ALL BUTT WELDS

SHALL BE 100% RADIOGRAPHY TESTED.

CONTRACTOR TO SELECT

VALVE & PIPING SIZE

NEEDED FOR DRAINING AND

FILLING PIPE, 12" MAX

BLIND FLANGE

ISOLATION GATE OR

PLUG VALVE

STEEL TEST HEAD

t t TYP

6" MAX

COAT WITH HEAT SHRINK

SLEEVE AFTER WELDING,

SEE DETAIL 7 / C501

12"

LINING AND COATING

AS SPECIFIED

HOLD-

BACK

(NOTE 2)

FABRICATED TEST

HEAD, SEE NOTE 4

TWO SINGLE LAP WELDS

SEE DETAIL 1 / C501 , TYP

3 " FLG STEEL OUTLET t t

5. ALL PIPING, VALVES AND FITTINGS SHALL BE

RATED AT PRESSURE CLASS OF MAIN PIPE.

TRANSITION #1 BELL x FL DETAIL 4/C508

TRANSITION #2 SPIGOT x FL DETAIL 5/C508

X"-XX"

PCCP TO STEEL BELL x FL TRANSITION #1 PCCP TO STEEL SPIGOT x FL TRANSITION #2

BUTT STRAP (SEE DETAIL XX/C5XX)

32 LB ANODE 32 LB ANODE

FL INSULATED KIT FL INSULATED KIT

72" STEEL PIPE

(W/ POLY WRAP OR EPOXY PAINT)

NOTE:

1. VAULT NOT SHOWN FOR CLARITY.

2. ALL STEEL PIPE TO BE LAP OR WELDED.

GROUND

POTENTIAL TEST STATION

(SEE DETAIL XX/C5XX)

WIRE ATTACHMENT

(SEE DETAIL XX/C5XX)

1.66 FT

2.05 FT

Ad va n c ed

En g i nee r i ng and

PRELIM

ARY

Env i ronmental Services, LLC

NOT FOR

CONSTRUCTIO

C508

TEST HEAD DETAIL

SCALE: NONE

C508

WSP PASSHOLE DETAIL

SCALE: NONE

C508

TRANSITION FITTINGS / CATHODIC PROTECTION DETAIL

SCALE: NONE

C508

PCCP TO STEEL (SPIGOT x FL) TRANSITION DETAIL

SCALE: NONE

C508

PCCP TO STEEL (BELL x FL) TRANSITION DETAIL

SCALE: NONE

FOR R

DRILL 3/4"Ø HOLE, FILL WITH EPOXY GROUT,

CONCRETE FLOOR

CONCRETE PIPE SUPPORT

3/4" CHAMFER ALL EDGES (TYPICAL)

CONCRETE PIPE SUPPORT

VERIFY PIPE SIZE

AND INSERT #5 DOWEL (TYPICAL)

3" (TYPICAL)

8" (V

120°

Ad va n c ed

En g i nee r i ng and

PRELIM

ARY

Env i ronmental Services, LLC

NOT FOR

CONSTRUCTIO

C509

CONCRETE PIPE SUPPORT DETAIL

SCALE: NONE

FOR R

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2. SEE GENERAL NOTES & SPECS FOR ADDITIONAL REQUIREMENTS

1. ALL SPECIAL INSPECTION IN ACCORDANCE WITH CURRENT IBC

PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE

SUBGRADE AND VERIFY THAT SITE HAS BEEN

PREPARED PROPERLY

VERIFY USE OF PROPER MATERIALS, DENSITIES AND

LIFT THICKNESS DURING PLACEMENT AND COMPACTION

OF COMPACTED FILL

PERFORM CLASSIFICATION AND TESTING OF

COMPACTED FILL MATERIALS

VERIFY EXCAVATIONS ARE EXTENDED TO PROPER

DEPTH AND HAVE REACHED PROPER MATERIAL

VERIFY MATERIAL BELOW SHALLOW FOUNDATIONS ARE

ADEQUATE TO ACHIEVE DESIGN BEARING CAPACITY

VERIFICATION & INSPECTION CONTINUOUS PERIODIC

REQUIRED SPECIAL INSPECTION OF SOILS

1, 2

1. SEE GENERAL NOTES & SPECS FOR ADDITIONAL REQUIREMENTS

REINFORCING BARS ASTM A615, GRADE 60,

DEFORMED

REINFORCING STEEL

CONCRETE 6500 PSI

28 DAY COMPRESSIVE STRENGTH f'c

CONCRETE

MATERIAL STRENGTHS

2. SEE GENERAL NOTES & SPECS FOR ADDITIONAL REQUIREMENTS

1. ALL SPECIAL INSPECTION IN ACCORDANCE WITH CURRENT IBC AND ACI STANDARDS

INSPECTION OF FORMWORK FOR SHAPE, LOCATION

AND DIMENSIONS PRIOR TO CONCRETE POUR

VERIFICATION 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

INSPECT ERECTION OF PRECAST CONCRETE MEMBERS X

b. GROUTING OF BONDED PRESTRESSING

TENDONS

a. APPLICATION OF PRESTRESSING FORCED; AND X

INSPECTION OF PRESTRESSED CONCRETE FOR:

VERIFY MAINTENANCE OF SPECIFIED CURING

TEMPERATURE AND TECHNIQUES

INSPECTION OF CONCRETE AND SHOTCRETE

PLACEMENT FOR PROPER APPLICATION TECHNIQUES

PRIOR TO CONCRETE PLACEMENT, FABRICATE

SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP

AND AIR CONTENT TESTS, AND DETERMINE THE

TEMPERATURE OF THE CONCRETE

VERIFYING USE OF REQUIRED DESIGN MIX X

b. MECHANICAL ANCHORS AND ADHESIVE

ANCHORS NOT DEFINED ABOVE

a. ADHESIVE ANCHORS INSTALLED IN

HORIZONTALLY OR UPWARDLY INCLINED

ORIENTATIONS TO RESIST SUSTAINED TENSION

LOADS

INSPECTION OF ANCHORS POST-INSTALLED IN

HARDENED CONCRETE MEMBERS

INSPECTION OF ANCHORS CAST INTO CONCRETE X

c. INSPECT ALL OTHER WELDS X

b. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM

5/16"; AND

a. VERIFY WELDABILITY OF REINFORCING BARS

OTHER THAN ASTM A 706

REINFORCING BAR WELDING:

INSPECTION OF REINFORCEMENT, INCLUDING

PRESTRESSING TENDONS, AND VERIFY PLACEMENT

VERIFICATION & INSPECTION CONTINUOUS PERIODIC

REQUIRED SPECIAL INSPECTION OF CONCRETE CONSTRUCTION

1, 2

1. HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF CONCRETE CAST BELOW THEM

#9 7'-7" 5'-10" 5'-10" 4'-6"

#8 6'-8" 5'-2" 5'-2" 3'-11"

#7 5'-10" 4'-6" 4'-6" 3'-6"

#6 4'-0" 3'-1" 3'-1" 2'-5"

#5 3'-4" 2'-7" 2'-7" 2'-0"

#4 2'-8" 2'-1" 2'-1" 1'-7"

#3 2'-0" 1'-7" 1'-7" 1'-3"

BAR SIZE TOP BARS

OTHER BARS TOP BARS

OTHER BARS

MINIMUM LAP SPLICE LENGTH ("Ls") MINIMUM DEVELOPMENT LENGTH ("Ld")

REINFORCING STEEL LAP SPLICE AND DEVELOPMENT LENGTH

SCHEDULE

SLAB ON GRADE / SLAB ON METAL DECK CENTERED

PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1 1/2

BEAMS, COLUMNS:

No. 11 BAR AND SMALLER 3/4

No. 14 AND No. 18 BARS 1 1/2

SLABS, WALLS, JOISTS:

NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND

No. 5 BAR AND SMALLER 1 1/2

No. 6 THROUGH No. 18 BARS 2

EXPOSED TO EARTH OR WEATHER:

CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3

UNLESS NOTED OTHERWISE ON DRAWINGS COVER (in)

ACI 318 - STRUCTURAL CONCRETE

CAST IN PLACE CONCRETE (NON-PRESTRESSED) COVER

LATERAL EARTH PRESSURE (AT REST) (ASSUMED) 60 PCF

NET ALLOWABLE BEARING PRESSURE (ASSUMED) 2000 PSF

FOUNDATIONS

Sd1 N/A

SPECTRAL DESIGN RESPONSE COEFFICIENT Sds 1.068g

S1 0.496g

SPECTRAL RESPONSE ACCELERATION Ss 1.335g

SITE CLASS E

IMPORTANCE FACTOR Ie 1.00

SEISMIC FORCE RESISTING SYSTEM N/A

SEISMIC DESIGN CATEGORY D

SEISMIC DESIGN ASCE 7-16

DESIGN MINIMUM SNOW LOAD 55 PSF

IMPORTANCE FACTOR Is 1.20

MAIN ROOF GROUND SNOW LOAD Pg 45 PSF

SNOW LOAD ASCE 7-16, CHAP 7

RAIN INTENSITY (24-HR) 1.87 INCH/HR

RAIN INTENSITY (15-MIN) 4.49 INCH/HR

RAIN LOADS IBC CHAP 16, SECTION 1603.1.9

FLOOR 200 PSF

ROOF HS20 32 K AXLE

WALL PIPE THRUST LOADING (EACH) __ KIP

LIVE LOADS

ROOF DEAD 15 PSF

DEAD LOADS (SUPERIMPOSED)

OCCUPANCY BUILDING RISK CATEGORY IV

(IN ADDITION TO THOSE INDICATED ON PLANS & DETAILS)

DESIGN CRITERIA AND LOADS

CAST-IN-PLACE CONCRETE - SPEC 03 30 00

1. A CONCRETE MIX DESIGN FOR EACH UNIQUE COMBINATION OF STRENGTH,

APPLICATION, COARSE AGGREGATE GRADATION, AND WATER CEMENT RATIO

SPECIFIED SHALL BE PREPARED BY THE SUPPLIER OR AN INDEPENDENT TESTING

LABORATORY AND BE SUBMITTED FOR REVIEW PRIOR TO CASTING ANY CONCRETE.

2. UNLESS NOTED OTHERWISE, MAXIMUM AGGREGATE SIZE SHALL BE 1 INCH,

MAXIMUM WATER: CEMENT RATIO OF 0.40, AIR CONTENT NOT TO EXCEED 3%

ENTRAPPED AT TROWEL FINISHED SLABS, AND AT APPLICATIONS EXPOSED TO

FREEZE/THAW CYCLES PROVIDE 6% AIR ENTRAINMENT.

3. ALL FORMWORK SHALL BE DESIGNED, ERECTED, SUPPORTED, BRACED AND

MAINTAINED ACCORDING TO ACI 347, “RECOMMENDED STANDARD PRACTICE FOR

CONCRETE FORMWORK”.

4. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN,

CONSTRUCTION, AND SAFETY OF ALL FORMWORK.

5. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4" WHERE NOT

SPECIFICALLY SHOWN ON THE ARCHITECTURAL OR STRUCTURAL DRAWINGS.

6. UNLESS OTHERWISE NOTED, TOLERANCES FOR CONCRETE FORMWORK SHALL

CONFORM TO ACI STANDARD 117, “STANDARD TOLERANCES FOR CONCRETE

CONSTRUCTION AND MATERIALS”. TOLERANCES IN PLACING REINFORCEMENT

SHALL BE:

A. +/- 3/8 INCH FOR MEMBERS WITH DEPTH </= 10 INCHES

B. +/- 1/2 INCH FOR MEMBERS WITH DEPTH > 10 INCHES

7. DO NOT USE ADMIXTURES CONTAINING CALCIUM CHLORIDE.

8. ALL WATER TO ACHIEVE CONCRETE BATCHING MUST BE ADDED DURING THE

BATCH AT THE PLANT. THE ADDITION OF WATER TO THE A BATCH ON SITE WILL

NOT BE PERMITTED.

9. CONCRETE CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF ACI 301

“STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE” AND ACI 318 “BUILDING

CODE REQUIREMENTS FOR REINFORCED CONCRETE.” CONFORM TO THE

REQUIREMENTS OF ACI 305 “HOT WEATHER CONCRETING” OR ACI 306 “COLD

WEATHER CONCRETING” WHEN WEATHER CONDITIONS DICTATE.

10. OPENINGS IN CONCRETE SHALL BE REINFORCED AS NOTED IN THE STANDARD

DETAILS.

11. SEE STANDARD DETAILS FOR CORNER BAR REINFORCING AT WALL CORNERS.

12. PROVIDE DOWELS TO SUPPORTING MEMBER WITH BARS SIZED AND SPACED TO

MATCH TYPICAL VERTICAL REINFORCING. DOWELS SHALL HAVE STANDARD HOOKS

EMBEDDED INTO SUPPORTING CONCRETE WITH LAP SPLICE TO VERTICAL

REINFORCING, UNLESS NOTED OTHERWISE.

13. ALL EMBEDDED ELEMENTS, INCLUDING BUT NOT LIMITED TO REINFORCING

DOWELS, WATERSTOPS, EMBEDMENT PLATES, AND ANCHOR BOLTS, MUST BE HELD

RIGIDLY AND ACCURATELY IN PLACE, AND PROTECTED AGAINST DISPLACEMENT

BEFORE AND DURING PLACEMENT OF CONCRETE. WET SETTING OF EMBEDDED

ELEMENTS WILL NOT BE PERMITTED.

REINFORCING STEEL - SPEC 03 20 00

1. LAP SPLICES OF DEFORMED BARS SHALL BE CLASS B, SEE REINFORCING SPLICE

AND DEVELOPMENT TABLE FOR LENGTHS, UNLESS OTHERWISE NOTED.

2. REINFORCING STEEL SHALL NOT BE WELDED.

3. ALL REINFORCING STEEL SHALL BE SUPPORTED ON STANDARD ACCESSORIES,

HELD RIGIDLY AND ACCURATELY IN PLACE, AND PROTECTED AGAINST

DISPLACEMENT BEFORE AND DURING PLACEMENT OF CONCRETE. SUPPORTING

ACCESSORY LEGS THAT REST ON CONCRETE SURFACES THAT WILL BE EXPOSED IN

THE FINISHED STRUCTURE SHALL BE FABRICATED OF STAINLESS STEEL.

4. DOWELS AND OTHER MISCELLANEOUS STEEL EMBEDDED ITEMS SHALL BE

LOCATED AND HELD IN SPECIFIED POSITION PRIOR TO PLACEMENT OF CONCRETE

AND SHALL NOT BE PUSHED INTO CONCRETE FOLLOWING CONCRETE POUR.

FOUNDATIONS

1. FOOTINGS HAVE BEEN DESIGNED FOR THE ALLOWABLE SOIL BEARING PRESSURE

INDICATED WITHIN THE DESIGN CRITERIA AND LOADS TABLE AND SHALL BE FIELD

VERIFIED, WHEN ASSUMED VALUES ARE NOTED, WITH THE PROJECT

GEOTECHNICAL ENGINEER.

2. PROJECT GEOTECHNICAL ENGINEER SHALL INSPECT ALL SUBGRADES AND

PREPARED SOIL BEARING SURFACES PRIOR TO PLACEMENT OF FOUNDATIONS.

3. FOUNDATIONS, WHERE PRESENT, SHALL BEAR ON EITHER COMPETENT NATIVE

SOIL OR COMPACTED STRUCTURAL FILL.

4. RETAINING WALLS HAVE BEEN DESIGNED FOR THE LISTED LATERAL EARTH

PRESSURE AND SURCHARGE, ASSUMING A WELL GRADED AND DRAINED

CONDITION.

5. PLACE ALL BACKFILL ACCORDING TO PROJECT SPECIFICATIONS. BRACE ALL WALLS

AS REQUIRED PRIOR TO AND DURING THE PLACEMENT OF BACKFILL AND UNTIL

SUPPORT FOR THE WALLS ARE IN PLACE.

6. STRUCTURAL ENGINEER FILL SHALL BE USED AS SPECIFIED MEETING THE

FOLLOWING REQUIREMENTS:

A. P200 < 12% B. P40 < 25%

C. SOIL CLASSIFICATIONS SP, SW, GP, OR DUAL SYMBOL CLASSIFICATIONS WITH

NON-PLASTIC FINE MATERIALS

D. SUBMIT ASTM D2487 SOIL CLASSIFICATION TEST DATA FOR APPROVAL OF

EACH PROPOSED MATERIAL

7. COMPACT ALL BACKFILL UNDER FOOTINGS TO THE FOLLOWING REQUIREMENTS:

A. MINIMUM COMPACTION TO 98% OF ASTM D698

B. SOIL WATER CONTENT OF -4% TO 0% OF ASTM D698 OPTIMUM WATER

CONTENT

8. BACKFILL ALONG FOUNDATION WALLS, AND WITHIN THE BUILDING AREA

FOUNDATION WALLS, MEETING THE FOLLOWING REQUIREMENTS:

A. MINIMUM COMPACTION OF 98% OF ASTM D698

B. SOIL WATER CONTENT OF -4% TO 0% FOR GRANULAR NON-COHESIVE SOILS

AND -3% TO +3% FOR COHESIVE SOILS

C. BACKFILL WITH SALVAGED EXISTING SOILS OR IMPORTED SOILS FREE OF

ORGANIC MATTER, FROZEN SOIL, OR DEBRIS AND WITH A LIQUID LIMIT BELOW

D. STRUCTURAL ENGINEER FILL MAY BE USED PER CONTRACTOR OPTION

9. PROTECT ALL FOUNDATIONS FROM THE ACTION OF WATER AND FREEZING.

10. CONTRACTOR SHALL SUBMIT AN EXCAVATION PLAN, INCLUDING DESIGN

CALCULATIONS, PREPARED AND SEALED BY A PROFESSIONAL ENGINEER LICENCED

IN THE STATE OF UTAH.

GENERAL REQUIREMENTS

1. REFER TO CIVIL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR

ADDITIONAL INFORMATION RELATED TO: DIMENSIONS, ELEVATIONS, SLOPES, DOOR

AND WINDOW OPENINGS, NON-BEARING WALLS, STAIRS, FINISHES, DRAINS,

WATERPROOFING, RAILINGS, MECHANICAL UNIT LOCATIONS, INSERTS, EMBEDDED

ITEMS, ANCHORAGES, AND OTHER NON-STRUCTURAL ITEMS

2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR: COORDINATING DETAILS,

ACCURACY OF THE WORK, VERIFICATION OF ALL QUANTITIES AND DIMENSIONS,

SELECTING FABRICATION PROCESSES, MEANS AND METHODS OF CONSTRUCTION,

AND FOR PERFORMING THE WORK IN A SAFE AND SECURE MANNER

3. STRENGTH AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION SHALL BE

THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PROVIDE TEMPORARY

SHORING, BRACING AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY

UNTIL THE STRUCTURE IS COMPLETE

4. DISCREPANCIES WITHIN THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO

THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE

WORK

5. GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS,

AND CONDITIONS AT THE SITE, INCLUDING FOUNDATIONS. CONFLICTS BETWEEN

THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE

ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK.

6. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED OR OTHERWISE REDUCED

IN STRENGTH UNLESS APPROVED BY THE ENGINEER OF RECORD.

7. CONSTRUCTION OBSERVATION BY THE STRUCTURAL ENGINEER IS FOR GENERAL

CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. GENERAL CONTRACTOR

SHALL BE RESPONSIBLE FOR PERFORMING ALL WORK IN COMPLIANCE WITH THE

CONTRACT DOCUMENTS.

8. PROTECT EXISTING CONSTRUCTION FROM DAMAGE DURING CONSTRUCTION OF

NEW ADDITIONS. MAKE NO CUTS OR ALTERATIONS TO EXISTING CONSTRUCTION,

OTHER THAN THOSE SHOWN ON THE DRAWINGS, WITHOUT THE APPROVAL OF THE

ENGINEER. PATCHING SHALL MATCH THAT OF WORK PREVIOUSLY COMPLETED.

9. GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND PRODUCT DATA TO

ENGINEER OF RECORD FOR REVIEW OF GENERAL CONFORMANCE WITH CONTRACT

DOCUMENTS. ALL SUBMITTALS SHALL BE REVIEWED AND STAMPED BY THE

GENERAL CONTRACTOR PRIOR TO SUBMISSION. SUBMITTALS ARE REQUIRED FOR:

EXCAVATION PLAN, CONCRETE MIX DESIGNS AND REINFORCING STEEL.

10. SPECIAL INSPECTIONS SHALL BE PROVIDED BY AN INDEPENDENT TESTING AND

INSPECTION AGENCY PER CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE

AND AS NOTED WITHIN THE CONTRACT DOCUMENTS. REPORTS DOCUMENTING THE

RESULTS OF THE TESTING AND INSPECTIONS SHALL BE SUBMITTED FOR REVIEW

AND RECORD.

POST-INSTALLED ANCHORS

1. POST INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE

DRAWINGS. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER OF

RECORD PRIOR TO USING POST INSTALLED ANCHORS FOR MISSING OR MISPLACED

ANCHORS.

2. CARE SHALL BE TAKEN TO AVOID CONFLICTS WITH EXISTING REINFORCING WHEN

DRILLING HOLES. HOLES SHALL BE DRILLED AND CLEANED PER THE

MANUFACTURER’S INSTRUCTIONS. ANCHORS SHALL BE INSTALLED PER THE

MANUFACTURER’S INSTALLATION INSTRUCTIONS AT NOT LESS THAN MINIMUM EDGE

DISTANCES AND/OR SPACING INDICATED WITHIN THE LITERATURE.

STRUCTURAL CODES AND STANDARDS

THE GOVERNING STRUCTURAL DESIGN CODES AND STANDARDS ARE TAKEN FROM IBC

2021.

CODES AND STANDARDS NOT LISTED HEREIN ARE NOT APPLICABLE TO THE SCOPE OF

THE DESIGN.

1. AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) 7-16 MINIMUM DESIGN LOADS FOR

BUILDING AND OTHER STRUCTURES

2. AMERICAN CONCRETE INSTITUTE (ACI) 318-19 BUILDING CODE REQUIREMENTS FOR

STRUCTURAL CONCRETE

3. ACI 315-99 DETAILS AND DETAILING OF CONCRETE REINFORCEMENT

4. AMERICAN WELDING SOCIETY (AWS) D1.1/D1.1M:2015 STRUCTURAL WELDING CODE -

STEEL

N O

A T

FOR R

PLAN NOTES

1. MATCH ROOF ELEVATION WITH GRADING

CONSTRUCTION NOTES

1. 18" MAT SLAB REINFORCED WITH #7 @ 12" O/C EACH WAY

TOP AND BOTTOM - INSTALL NORTH/SOUTH RUNNING

BARS W/ 3" CLEAR TOP AND BOTTOM

2. 18" ROOF SLAB REINFORCED WITH #7 @ 12" O/C EACH

WAY TOP AND #7 @ 6" O/C EACH WAY BOTTOM - INSTALL

PLAN N/S RUNNING BARS W/ 2" CLEAR TOP AND 1-1/2"

CLEAR BOTTOM HS-20 RATED

3. SUMP IN MAT SLAB -SLOPE FLOOR TOWARDS DRAIN 1/8"

/FT -PROVIDE 1" GRATING OVER COVER

4. CONTRACTOR TO PROVIDE #5 BENT REBAR FOR RIGGING

POINTS FOR LIFTING CENTER SECTION OF ROOF SLAB -

VERIFY QUANITY AND LOCATION

5. BACKERROD AND SEALANT BETWEEN PANELS

6. PIPE PENETRATION SEE DETAIL

7. LADDER SEE CIVIL

8. FLOOR PENETRATION- FIELD ADJUST BARS TO AVOID

CUTTING

9. AT REMOVABLE 5'-0" WIDE PANEL PROVIDE BOND

BREAKER AT TOP OF WALL AND OMIT TYPICAL TOP OF

WALL DOWELS. PROVIDE A HYDROPHILLIC WATERSTOP

10. 8" x 8" CONCRETE CURB AND FLOOR HATCH -SEE STD

DETAIL COORDINATE HATCH SIZING WITH CIVIL

11. CONCRETE PIPE SUPPORT SEE CIVIL SHEETS

/ 1 S502

S301

2'-0" 22'-3" 2'-0"

6" 26'-3" 6"

27'-3"

12 12

S301

MAT SLAB

PROJECTION ABOVE

2'-0" 22'-3" 2'-0"

S301

2 2

10'-7" 1/2" GAP

W/ VALVE SIZE

5'-0" VERIFY 1/2" GAP 10'-7"

5 5

ELI

Ad va n c e d

En g i nee r i ng and

Env i ronmentalServices,LLC

N O

T F O

C O N

STR

U C

TIO

SAL

T L

A K E

C I T Y

S C A L E

B A R

O N E

C H

A L

D R A W

D E S

N E D

B Y

D R A W N

B Y

C H E C K E D

B Y

A P P R O V E D

B Y

D A T E

E W O

N O

A C C O U N T

N O

DRAWING NO.

SHEET OF

S A L T

L A K E

D E P A R T M E N T

O F

P U B L

U T

V E

R I F

C A

L E

W S

\S a lt L a k e C it y D e p t o f P u b lic

U ti lit ie s \1

-2

-0

A D

D w g s \0

-S tr u c tu ra l\R e v it \S

L C

D P

U B

C C

T A

N N

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T U

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O U

T S

.r v t

:5 :5

A s in di ca te d

K D

P A

K D

S101

I S O L A T I O N

V A U L T

P L A N S

M A

P A

21 30

S L C D P U

B C C

T A N N E R

T U R N O U T

P R O V E M E N T S

S101

2 FOUNDATION PLAN

S101

3 GRADE LEVEL PLAN

S101

1 FOUNDATION KEY PLAN

12" 0 1' 2' 3' 4' 5' 6' 7'

O R

T H

L A

O R

T H

12" 0 1' 2' 3' 4' 5' 6' 7'

L A

O R

T H

O R

T H

O R

T H

O R

T H

N O

A T

FOR R

4812.00'

FFE

4793.50'

BO KEY

4799.00'

TFE

S501

2'-0"

PIPE SEE CIVIL

FLOW

S502

S501

STRUCTURAL

ENGINEERED

BACKFILL 98%

COMPACTION

UNDISTURBED

NATIVE SOIL

STRUCTURAL

ENGINEERED

BACKFILL 98%

COMPACTION

UNDISTURBED

NATIVE SOIL

UNDISTURBED

NATIVE SOIL

LADDER SEE

CIVIL

HATCH SEE

CIVIL

4812.00'

FFE

4799.00'

TFE

S501

OPP

STRUCTURAL

ENGINEERED

BACKFILL 98%

COMPACTION

UNDISTURBED

NATIVE SOIL

STRUCTURAL

ENGINEERED

BACKFILL 98%

COMPACTION

UNDISTURBED

NATIVE SOIL

ELI

Ad va n c e d

En g i nee r i ng and

Env i ronmentalServices,LLC

N O

T F O

C O N

STR

U C

TIO

SAL

T L

A K E

C I T Y

S C A L E

B A R

O N E

C H

A L

D R A W

D E S

N E D

B Y

D R A W N

B Y

C H E C K E D

B Y

A P P R O V E D

B Y

D A T E

E W O

N O

A C C O U N T

N O

DRAWING NO.

SHEET OF

S A L T

L A K E

D E P A R T M E N T

O F

P U B L

U T

V E

R I F

C A

L E

W S

\S a lt L a k e C it y D e p t o f P u b lic

U ti lit ie s \1

-2

-0

A D

D w g s \0

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L C

D P

U B

C C

T A

N N

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T S

.r v t

:5 :5

3/ 8"

'-0

K D

P A

K D

S301

I S O L A T

V A U L T

S E C T

N S

M A

P A

22 30

S L C D P U

B C C

T A N N E R

T U R N O U T

P R O V E M E N T S

S301

1 VAULT SECTION 1

S301

2 VAULT SECTION 2

12" 0 1' 2' 3' 4' 5' 6' 7'

N O

A T

FOR R

4793.50'

BO KEY

4799.00'

TFE

#7 AT 12" O/C VERT

EACH FACE

#7 AT 12" O/C HORIZ

EACH FACE

CONCRETE SLAB

SEE PLAN

MAT SLAB SEE PLAN

#7 AT 12" O/C HORIZ

OUTSIDE FACE

6" PVC WATERSTOP

DOWEL - MATCH

WALL VERT SIZE &

SPACING - UNLESS

NOTED OTHERWISE

2'-0"

2" CLR

MODIFIED

REINFORCING

AREA ABOVE PIPE

SEE DETAIL

OUTSIDE FACE

/ 1 S502

MODIFIED

REINFORCING

AREA BELOW PIPE

SEE DETAIL

OUTSIDE FACE

/ 1 S502

PIPE BEYOND

LOCATION SEE CIVIL

CHAMFER EDGE

2" CLR

FLOW

2'-0"

MATCH VERT

REINFORCING ABOVE

HYDROPHILLIC

WATERSTOP

4812.00'

FFE

4799.00'

TFE

#7 AT 12" O/C VERT

OUTSIDE FACE

#7 AT 12" O/C VERT

INSIDE FACE

#7 AT 12" O/C HORIZ

OUTSIDE FACE

#7 AT 12" O/C HORIZ

INSIDE FACE

CONCRETE SLAB

SEE PLAN

MAT SLAB SEE PLAN

6" PVC WATERSTOP

CHAMFER EDGE

1'-6"

HYDROPHILLIC

WATERSTOP

C L R

C L

4812.00'

FFE

4793.50'

BO KEY

4799.00'

TFE

#7 AT 12" O/C VERT

EACH FACE

#7 AT 12" O/C VERT

OUTSIDE FACE

#7 AT 12" O/C HORIZ

EACH FACE

CONCRETE SLAB

SEE PLAN

MAT SLAB SEE PLAN

MATCH VERT

REINFORCING ABOVE

#7 AT 12" O/C HORIZ

EACH FACE

6" PVC WATERSTOP

DOWEL - MATCH

WALL VERT SIZE &

SPACING - UNLESS

NOTED OTHERWISE

2'-0"

MODIFIED

REINFORCING

AREA ABOVE PIPE

SEE DETAIL

INSIDE FACE

/ 1 S502

MODIFIED

REINFORCING

AREA BELOW PIPE

SEE DETAIL

INSIDE FACE

/ 1 S502

PIPE BEYOND

LOCATION SEE CIVIL

CHAMFER EDGE

2" CLR

FLOW

2'-0"

HYDROPHILLIC

WATERSTOP

C L

L R

S501

1 WALL SECTION

S501

3 WALL SECTION

ELI

Ad va n c e d

En g i nee r i ng and

Env i ronmentalServices,LLC

N O

T F O

C O N

STR

U C

TIO

SAL

T L

A K E

C I T Y

S C A L E

B A R

O N E

C H

A L

D R A W

D E S

N E D

B Y

D R A W N

B Y

C H E C K E D

B Y

A P P R O V E D

B Y

D A T E

E W O

N O

A C C O U N T

N O

DRAWING NO.

SHEET OF

S A L T

L A K E

D E P A R T M E N T

O F

P U B L

U T

V E

R I F

C A

L E

W S

\S a lt L a k e C it y D e p t o f P u b lic

U ti lit ie s \1

-2

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A D

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-S tr u c tu ra l\R e v it \S

L C

D P

U B

C C

T A

N N

E R

T U

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O U

T S

.r v t

:5 :5

3/ 4"

'-0

K D

P A

K D

S501

I S O L A T

V A U L T

D E T A I L S

M A

P A

23 30

S L C D P U

B C C

T A N N E R

T U R N O U T

P R O V E M E N T S

S501

2 WALL SECTION

12" 6" 0 1' 2' 3' 12" 6" 0 1' 2' 3' 12" 6" 0 1' 2' 3'

N O

A T

FOR R

4793.50'

BO KEY

4799.00'

TFE

CONCRETE WALL -

TYPICAL REINFORCING

NOT SHOWN FOR

CLARITY -CUT BARS

AS REQUIRED AROUND

PIPE

CONCRETE SLAB-SEE

PLAN -REINFORCING

NOT SHOWN FOR

CLARITY

CONCRETE KEY-SEE

PLAN -REINFORCING

NOT SHOWN FOR

CLARITY

(5) #7 HORIZ @ 4" o/c

EACH FACE ABOVE

(5) #7 HORIZ @ 4" o/c

EACH FACE BELOW

(5) #7 VERT @ 4" o/c EACH

FACE EACH SIDE OF

OPENING - PROVIDE 90 DEG

HOOK INTO ROOF SLAB

S E

E S

C H

E D

U L E

L A

P S

P L

L s

(3) #7 x 10'-0" @ 4" o/c

DIAGONAL BARS -

EACH CORNER

ADDITIONAL DOWELS TO

MATCH ADDITIONAL

REINFORCING

NOTE: ADDITIONAL REINFORCING

REQUIRED EACH FACE OF WALL

S E

E S

C H

E D

U L E

L A

P S

P L

L s

' M A

CORNER DETAILINTERSECTING WALL

90 DEG HK

STD ACI CORNER BARS TO

MATCH HORZ BAR

SIZE & SPACING

EXTEND TO OUTSIDE

FACE TYPICAL

CONSTRUCTION

JOINT SEE TYPICAL

ALTERNATE

CONSTRUCTION

JOINT LOCN WHERE

WATERSTOP NOT

REQUIRED

S E

E S

C H

E D

U L E

L A

P S

P L

L s

' M A

90 DEG HK

STD ACI

PVC WATER STOP

WHERE REQD

SEE SPECS

S E

E S

C H

E D

U L E

D E

V E

L O

P M

E N

T L

E N

G T

L d

90 DEG HK

STD ACI

FOOTING OR SLAB

SEE DETAIL

S E

E S

C H

E D

U L E

D E

V E

L O

P M

E N

T L

E N

G T

L d

DOWEL - MATCH

WALL VERT SIZE &

SPACING - UNLESS

NOTED OTHERWISE

SLAB - SEE DETAIL

90 DEG HK

STD ACI

S E

E D

E T

S T

O P

B A

R C

O V

E R

U N

L R

BACKER ROD AND

SEALANT SEE

SPECIFICATIONS

GAP

1/2" +/-

BACKER ROD AND

SEALANT SEE

SPECIFICATIONS

OPEN

3'-0" TYP

SEE SCHEDULE

LAP SPLICE (Ls)

(2) #5 DIAG. BAR ALL SIDES

OF OPENING TOP & BOTTOM

OF SLAB (TOP ONLY @

SLABS 8" THICK OR LESS)

SQUARE OPENING

(SOME CASES) SEE

MECH'L, ELEC'L, &

PROCESS DRAWINGS

FOR ALL OPENINGS

PLACE HALF OF TOTAL NUMBER

OF BARS CUT (MIN. 2 BARS)

TOP & BOTTOM ON EACH SIDE

OF OPENING (SIZE TO MATCH

SIZE OF BARS CUT) LENGTH OF

BARS TO MATCH TYPICAL SLAB

REINFORCEMENT

PROVIDE (2) - #6's OR HALF

OF CUT BARS (WHICHEVER

IS GREATER) BOTH SIDES OF

OPENING TOP & BOTTOM

NOTE: MAT SLAB BARS ONLY

NEED TO EXTEND LAP SPLICE

LENGTH PAST FACE OF

OPENING - SEE SCHEDULE

*** TYPICAL WALL REINFORCING

NOT SHOWN - CUT AS REQ'D @

OPENING

S L

A B

S P

A N

E E

P L

A N

C H

E D

U L

ELI

Ad va n c e d

En g i nee r i ng and

Env i ronmentalServices,LLC

N O

T F O

C O N

STR

U C

TIO

SAL

T L

A K E

C I T Y

S C A L E

B A R

O N E

C H

A L

D R A W

D E S

N E D

B Y

D R A W N

B Y

C H E C K E D

B Y

A P P R O V E D

B Y

D A T E

E W O

N O

A C C O U N T

N O

DRAWING NO.

SHEET OF

S A L T

L A K E

D E P A R T M E N T

O F

P U B L

U T

V E

R I F

C A

L E

W S

\S a lt L a k e C it y D e p t o f P u b lic

U ti lit ie s \1

-2

-0

A D

D w g s \0

-S tr u c tu ra l\R e v it \S

L C

D P

U B

C C

T A

N N

E R

T U

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O U

T S

.r v t

:5 :5

A s in di ca te d

K D

P A

K D

S502

I S O L A T

V A U L T

D E T A I L S

M A

P A

24 30

S L C D P U

B C C

T A N N E R

T U R N O U T

P R O V E M E N T S

S502

1 ADDITIONAL REINFORCING AROUND OPENING

NO SCALES502

4 WALL CORNER DETAIL

0 1' 2' 3' 4' 5'12"

NO SCALES502

5 WALL DOWEL DETAIL

NO SCALES502

2 REMOVABLE PANEL SECTION

NO SCALES502

6 STANDARD FLOOR OPENING

N O

A T

FOR R

2" TALL x 3/4"

THICK ANCHOR

RING AROUND

PERIMETER

1/4

3/4"

STEEL PIPE-SEE

CIVIL

CONCRETE WALL

2'-0"

M A

TOW

SEE CIVIL (VARIES)

CHAMFER EDGES

GRADE (VARIES) -

SEE CIVIL

#5 HORIZONTAL

MATCH SLOPE

OF WALL

1'-0"

#5 HORIZONTAL AT

12" o/c -EACH FACE

#5 VERTICAL AT 16"

o/c -EACH FACE

2" CLR

#5 AT 16" O/C

EACH WAY TOP

AND BOTTOM

GRADE

SEE CIVIL

RECOMPACTED

NATURAL GRADED

TO 95%

18" GRANULAR FILL

UNDER CONCRETE

COMPACTED TO 95%

RETAINING WALL FOR

ELECTRICAL

EQUIPMENT- SEE CIVIL

FOR DIMENSIONS AND

ELEVATIONS

HINGED MANWAY -

SEE CIVL

1/2" REINFORCING

PLATE EXTENDING

6" BEYOND MANWAY

OUTLET TEE 1/2

CJP TYP

PIPE SEE CIVIL

ELI

Ad va n c e d

En g i nee r i ng and

Env i ronmentalServices,LLC

N O

T F O

C O N

STR

U C

TIO

SAL

T L

A K E

C I T Y

S C A L E

B A R

O N E

C H

A L

D R A W

D E S

N E D

B Y

D R A W N

B Y

C H E C K E D

B Y

A P P R O V E D

B Y

D A T E

E W O

N O

A C C O U N T

N O

DRAWING NO.

SHEET OF

S A L T

L A K E

D E P A R T M E N T

O F

P U B L

U T

V E

R I F

C A

L E

W S

\S a lt L a k e C it y D e p t o f P u b lic

U ti lit ie s \1

-2

-0

A D

D w g s \0

-S tr u c tu ra l\R e v it \S

L C

D P

U B

C C

T A

N N

E R

T U

R N

O U

T S

.r v t

:5 :5

3/ 4"

'-0

K D

P A

K D

S503

I S O L A T

V A U L T

D E T A I L S

M A

P A

25 30

S L C D P U

B C C

T A N N E R

T U R N O U T

P R O V E M E N T S

NO SCALES503

1 ANCHOR RING DETAIL

S503

2 TYPICAL RETAINING WALL SECTION

12" 6" 0 1' 2' 3'

N O

A T

NO SCALES503

3 MANWAY COLLAR DETAIL

FOR R

n c ed

En g i nee r i ng and

PRELIM

ARY

Env i ronmental Services, LLC

NOT FOR

CONSTRUCTIO

ONE-LINE DIAGRAM AND SCHEMATIC SYMBOLS

PRESS TO TEST LAMP

(LETTER DENOTES COLOR)

OPERATING COIL (LETTER OR

NUMBER DENOTES DEVICE)

RTM

52 M

ENERGIZED TIMER

CONTROL (N.C., N.O.)

DE-ENERGIZED TIMER

CONTROL (N.C., N.O.)

TEMPERATURE SWITCH (N.C., N.O.)

FLOW SWITCH (N.C., N.O.)

LIQUID LEVEL SWITCH (N.C., N.O.)

OFF

RUN

AUTO

30A FUSE (NUMBER DENOTES

RATING)

SELECTOR SWITCH

CIRCUIT BREAKER

MAGNETIC TRIP

THERMAL TRIP

RUNNING TIME METER

CONTACT (N.C., N.O.)

PRESSURE SWITCH (N.C., N.O.)

LIMIT SWITCH (N.C., N.O.)

DISCONNECT SWITCH

ELECTRICAL ABBREVIATIONS

A AMPERES F&I FURNISH AND INSTALL LIT LEVEL INDICATING TRANSMITTER SCP SUPERVISORY CONTROL PANEL AC ABOVE COUNTER (VERIFY HEIGHT) FCV FLOW CONTROL VALVE LMF LIQUID-TIGHT METALLIC CORE FLEXIBLE CONDUIT SCADA SUPERVISORY CONTROL AND DATA ACQUISITION

ACK ACKNOWLEDGE FE FLOW ELEMENT LSH LEVEL SWITCH HIGH SE SERVICE ENTRANCE

AE ANALYZER ELEMENT FIT FLOW INDICATING TRANSMITTER LSHH LEVEL SWITCH HIGH HIGH SEC SECOND OR SECONDARY

AI ANALOG INPUT FS FLOW SWITCH LSL LEVEL SWITCH LOW SIG SIGNAL

AIT ANALYZER INDICATION TRANSMITTER FU FUSE OR FUSIBLE LSLL LEVEL SWITCH LOW LOW SOL Vv SOLENOID VALVE

A.F.F. ABOVE FINISHED FLOOR SP SINGLE POLE

AM AMMETER GC GENERAL CONTRACTOR M MOTOR STARTER OPERATING COIL SPECS SPECIFICATIONS ANN ANNUNCIATOR GDE GAS DETECT ELEMENT MAX MAXIMUM SSNR ''SOFT START'' NON-REVERSING SWITCH AO ANALOG OUTPUT GFI GROUND FAULT INTERRUPTER MCM THOUSAND CIRCULAR MILS SSR SW ''SOFT START'' REVERSING SWITCH AWG AMERICAN WIRE GAGE GND GROUND MCP MOTOR CIRCUIT PROTECTOR SUSE SUITABLE FOR USE AS SERVICE ENTRANCE

GRS GALVANIZED RIGID STEEL CONDUIT MECH MECHANICAL

BKR BREAKER MFR MANUFACTURER TD TIME DELAY

BLDG BUILDING HD HEAVY DUTY MH METAL HALIDE TEMP TEMPERATURE

HH HANDHOLE MIN MINUTE OR MINIMUM TIT TEMPERATURE INDICATING TRANSMITTER

CKT CIRCUIT H/R HAND/REMOTE MTD MOUNTED TS MOTOR THERMAL SWITCH

℄ CENTER LINE HOA HAND-OFF-AUTO TSTAT THERMOSTAT

CONTR CONTRACTOR HOL HAND-OFF-LOCAL NF NON-FUSED

CP CONTROL PANEL HP HORSEPOWER NC NORMALLY CLOSED UH UNIT HEATER

CPT CONTROL POWER TRANSFORMER HPS HIGH PRESSURE SODIUM NO NORMALLY OPEN

CS CONTROL STATION HS HAND SWITCH NTC NOT CONNECTED V VOLTS

CT CURRENT TRANSFORMER HTR HEATER VFD VARIABLE FREQUENCY DRIVE

HZ HERTZ (CYCLES / SECOND) OL(S) OVERLOAD RELAY CONTACT(S) VM VOLTMETER

DE DUAL ELEMENT VS VOLTMETER SWITCH

DI DIGITAL INPUT IMC INTERMEDIATE METAL CONDUIT PF POWER FACTOR Vv VALVE

DISC DISCONNECT PIT PRESSURE INDICATING TRANSMITTER

DO DIGITAL OUTPUT JB JUNCTION BOX PLC PROGRAMMABLE LOGIC CONTROLLER W WATTS OR WIRE

DP DAMP PROOF PSH PRESSURE SWITCH HIGH W/ WITH

KVA KILOVOLT-AMPERES PSL PRESSURE SWITCH LOW WW WIREWAY

EC ELECTRICAL CONTRACTOR KVAR KILOVOLT-AMPERES REACTIVE PTT PUSH TO TEST WP WEATHERPROOF

ELEC ELECTRICAL KW KILOWATTS PVC POLYVINYLCHLORIDE CONDUIT

EMT ELECTRICAL METALLIC TUBING XFMR TRANSFORMER

EXP EXPLOSION PROOF REQ'D REQUIRED

EQUIP EQUIPMENT RS RIGID STEEL CONDUIT ZC POSITION CONTROLLER

RTD RESISTANCE TEMPERATURE DETECTOR ZI POSITION INDICATOR

RTM RUNNING TIME METER ZSC POSITION SWITCH CLOSED

RTR REMOTE TEST / RESET ZSO POSITION SWITCH OPENED

GENERAL NOTES

1. AE2S ELECTRICAL DRAWINGS ARE INTENDED TO BE

REPRODUCED IN COLOR. AE2S ASSUMES NO LIABILITY

FOR CONTRACTORS CHOOSING TO REPRODUCE THESE

DRAWINGS IN BLACK AND WHITE OR AT A SCALE WHICH

REDUCES LEGIBILITY.

2. PLANT MUST REMAIN IN VIRTUALLY CONTINUOUS

OPERATION DURING CONSTRUCTION. COORDINATE

SEQUENCING, SWITCHOVERS, AND SHORT DOWNTIME

PERIODS WITH LOCAL UTILITY COMPANY, THE OWNER,

AND THE ENGINEER DURING CONSTRUCTION.

3. COORDINATE THE INSTALLATION OF ALL BELOW-GRADE

AND CAST-IN-PLACE CIRCUITRY WITH OTHER TRADES.

4. CONTRACTOR SHALL RETURN ALL DISTURBED

SURFACES AND SOILS TO ORIGINAL OR

PRE-CONSTRUCTION CONDITION UNLESS

SPECIFICALLY INDICATED OTHERWISE.

5. CONTRACTOR SHALL LOCATE OR SHALL HAVE THE

SERVING UTILITIES LOCATE ALL UNDERGROUND CABLE,

CONDUITS, PIPING, UTILITIES, ETC., PRIOR TO

COMMENCING CONSTRUCTION (UNDERGROUND

EXCAVATION). CONTRACTOR SHALL BE RESPONSIBLE

FOR THE REPAIR OF ANY DAMAGES DUE TO

CONSTRUCTION ACTIVITIES.

6. EXISTING AND / OR NEW UNDERGROUND CONDUITS,

DUCTBANK, AND OTHER CIRCUITRY SHOWN ON THE

PLANS ARE INTENDED TO BE DIAGRAMMATIC IN

NATURE. CONTRACTOR IS RESPONSIBLE FOR FIELD

CONFIRMING ALL CIRCUITRY AND ROUTING.

7. CORE DRILL EXISTING STRUCTURES AS REQUIRED FOR

NEW CONDUIT INSTALLATIONS. PATCH AROUND

PENETRATIONS WITH NON-SHRINK GROUT AND PAINT

TO MATCH SURROUNDING SURFACES WHERE

APPLICABLE.

8. PLUG ALL UNUSED OPENINGS IN PANELS / EQUIPMENT

LEFT BY REMOVALS. CUT OFF ALL ABANDONED

CONDUITS FLUSH WITH SURFACES AND FILL WITH

NON-SHRINK GROUT.

9. REFER TO EXISTING ELECTRICAL DRAWINGS FOR SITE

PLAN DETAILS / CIRCUITRY.

10. SCHEDULE 80 PVC CONDUIT IS ALLOWED

UNDERGROUND FOR NON-VFD AND NON-SIGNAL

CIRCUITS. TRANSITION TO RIGID STEEL CONDUIT

BEFORE EXPOSING ABOVE GRADE.

11. FIELD CONFIRM CONDUIT ROUTING. DO NOT ROUTE

CONDUIT ON BUILDING EXTERIOR UNLESS NOTED

OTHERWISE.

12. WHERE THE PLANS CALL FOR DISCONNECTION AND

REMOVAL OF CIRCUITRY (CABLE AND CONDUIT),

COMPLETE CONDUIT REMOVAL MAY NOT BE PRACTICAL

DUE TO THE LIMITS OF OTHER CONSTRUCTION. IN

SUCH CASES, THE CONTRACTOR SHALL DISCONNECT

AND REMOVE ALL CIRCUITRY FROM CONDUITS THAT

ARE TO BE DEMOLISHED, SHALL REMOVE THE

CONDUITS TO 18'' MINIMUM BELOW GRADE, AND SHALL

BE ALLOWED TO CUT OFF THE CONDUITS AND

ABANDON IN PLACE. THIS APPROACH SHALL ONLY BE

USED WHERE LARGE SCALE EXCAVATION DUE TO

OTHER CONSTRUCTION ACTIVITIES IS NOT PLANNED IN

AN AREA. ALL SUCH CONDUIT ABANDONMENT IN PLACE

SHALL BE CONFIRMED WITH THE ENGINEER PRIOR TO

DOING SO.

13. SEE ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND

PROCESS DRAWINGS FOR EXACT EQUIPMENT, PIPING,

AND BUILDING LAYOUTS.

14. ALL CONDUCTORS ARE TO BE COPPER.

15. PROVIDE AS-BUILT DRAWINGS. DRAWINGS SHALL BE

NEAT AND LEGIBLE.

16. COORDINATE ELECTRICAL WORK WITH OTHER TRADES.

17. PROVIDE PANEL SCHEDULES FOR ALL NEW AND / OR

MODIFIED PANELS. SCHEDULES SHALL BE TYPED.

18. ANY ELECTRICAL BOX THAT BECOMES ABANDONED

DURING THE COURSE OF THE PROJECT SHALL HAVE A

BLANK COVERPLATE.

19. VERIFY LOCATION OF ALL FLOOR OUTLETS WITH

ARCHITECT PRIOR TO ROUGH-IN.

20. WHERE OTHER ELECTRICAL DEVICES ARE LOCATED

ADJACENT TO LIGHT SWITCHES, MOUNT ALL DEVICES

AT THE SAME CENTER LINE ELEVATION. WHERE

ELECTRICAL DEVICES ARE NOT LOCATED ADJACENT TO

LIGHT SWITCHES, MOUNT DEVICES AT 48'' A.F.F.

UNLESS NOTED OTHERWISE.

21. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS IN

FIELD PRIOR TO COMMENCEMENT OF WORK.

22. FINAL CONNECTIONS TO EQUIPMENT SHALL BE PER

MANUFACTURER'S APPROVED WIRING DIAGRAMS,

DETAILS, AND INSTRUCTIONS. IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO PROVIDE

MATERIALS AND EQUIPMENT COMPATIBLE WITH

EQUIPMENT ACTUALLY SUPPLIED.

23. ALL EMPTY RACEWAY SYSTEMS SHALL HAVE A

PULLWIRE OR EQUAL AND SHALL BE IDENTIFIED AT ALL

JUNCTION, PULL, AND TERMINATION POINTS USING

PERMANENT METALLIC TAGS. TAG SHALL INDICATE

INTENDED USE OF CONDUIT, ORIGINATION, AND

TERMINATION POINTS OF EACH INDIVIDUAL CONDUIT.

24. IT IS THE INTENT OF THESE DRAWINGS AND

SPECIFICATIONS TO ESTABLISH A STANDARD OF

QUALITY. THE ENGINEER RESERVES THE RIGHT TO

APPROVE METHODS AND MATERIALS NOT REFLECTED

HEREIN.

25. CONTRACTOR SHALL VISIT SITE PRIOR TO BID AND

VERIFY THAT CONDITIONS ARE AS INDICATED.

CONTRACTOR SHALL INCLUDE IN THEIR BID THE COSTS

REQUIRED TO MAKE HIS WORK MEET EXISTING

CONDITIONS.

26. WORK SHALL BE PERFORMED IN A WORKMANLIKE

MANNER TO THE SATISFACTION OF THE ARCHITECT /

ENGINEER.

27. WORK, MATERIALS, AND EQUIPMENT SHALL CONFORM

TO THE LATEST EDITIONS OF LOCAL, STATE, AND

NATIONAL CODES AND ORDINANCES.

28. VERIFY THAT EXACT LOCATION OF EQUIPMENT TO BE

FURNISHED BY OTHERS PRIOR TO ROUGH-IN.

29. SYSTEMS SHALL BE TESTED FOR PROPER OPERATION.

IF TESTS SHOW THAT WORK IS DEFECTIVE,

CONTRACTOR SHALL MAKE CORRECTIONS NECESSARY

AT NO COST TO OWNER.

30. SYSTEMS SHALL BE COMPLETE, OPERABLE, AND

READY FOR CONTINUOUS OPERATION. LIGHTS,

SWITCHES, RECEPTACLES, MOTORS, ETC., SHALL BE

CONNECTED AND OPERABLE.

31. ALL CONDUIT IS TO BE RIGID STEEL WITH CAST 'FS'

STYLE BOXES. MAKE FINAL EQUIPMENT CONNECTIONS

USING LIQUID-TIGHT METALLIC FLEX.

32. ALL LIGHTING AND RECEPTACLE CIRCUITRY

CONDUCTOR QUANTITY AND CONDUIT IS THE

RESPONSIBILITY OF THE CONTRACTOR. LIGHTING

CIRCUITRY IS TO BE A MINIMUM OF #12AWG COPPER IN

3/4'' CONDUIT, QUANTITY AS REQUIRED.

33. ALL CABLE CONNECTIONS SHALL BE…

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File details come from the government source that posted it. Updated Mar 17, 2026.