1-4.10.26 Police Station Parking Lots Plan Set.pdf

PDF 5 MB Posted Apr 22, 2026

Attached to: SSLC Police Department Parking Lots Construction
Solicitation number: PN 2026-15
Issued by: Salt Lake County, Utah

About this file

Written by GovTribe AI · Apr 22, 2026

This is a plan set document for the South Salt Lake Police Department Parking Lots Construction project prepared by ESI Engineering, a consulting engineering firm based in West Valley City, Utah. The project, identified as Project Number 23-038, involves comprehensive improvements to the parking facilities at the South Salt Lake Police Department located at 2835 South Main Street. The scope of work includes grading and drainage, concrete curb and gutter installation, new concrete flatwork and sidewalks, asphalt paving with parking stall striping, and utility coordination. The plan set comprises 11 sheets detailing an overall site plan showing 84 total parking stalls (81 standard and 3 ADA-compliant stalls), a grading plan with specific elevation details, and standard construction details for site improvements. Bid alternates include additional scope items such as new fencing, mechanical gates with HID multiclass SE RMPK40 or equal systems, covered carport structures, and awnings. A pre-bid conference is scheduled for April 28, 2026, at 10:00 AM at the Police Station, with proposals due by May 12, 2026, at 3:00 PM MST.

The plan set identifies comprehensive utility coordination requirements including contacts for South Salt Lake Power, Dominion Energy, Rocky Mountain Power, Lumen/Century Link, Google Fiber, and Comcast, with specific utility representatives and contact numbers provided. Contractors are responsible for coordinating with all utility companies regarding relocations or adjustments of existing infrastructure and must request utility location services from Blue Stakes at least 48 hours prior to excavation. The project requires compliance with South Salt Lake City Standards and Specifications, APWA Standards, Utah Division of Water Quality regulations, and erosion and sediment control measures per the latest SWPP guidelines. Additional project requirements include preparation of a traffic control plan, site stabilization within 14 days of completing construction activities, protection of existing drainage facilities, and record drawing documentation. The plans were designed by MDF, drawn by MDF, and checked by BFC (Brian F. Campbell), with approval dated April 10, 2026.

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Other files

File	Type	Posted
3-SSL Police Department Parking Lot Invitation to Bid.pdf	PDF	Apr 22, 2026
2-SSL Police Department Parking Lot Bid Book.pdf	PDF	Apr 22, 2026

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BFC

CITY ENGINEER

APPROVED

DATE

CHECK

23-038NUMBER

PROJECT

MDFQUANT.

MDFDESIGN

DRAWN MDF

SHEET INDEX

NO.

SHEET SHEET TITLE

TITLE SHEET

CONTACTS & GENERAL NOTES

TEL: (801) 263-1752

WEST VALLEY CITY, UTAH 84120

4141 W 2100 S SUITE 100

CONSULTING ENGINEERS AND LAND SURVEYORS

ESI ENGINEERING

NO BY DATE REMARKS

REVISIONS

SOUTH SALT LAKE CITY

POLICE STATION PARKING LOTS PROJECT

DUCHESNE

DAGGETT

UINTAH

CARBON

SANPETE

JUAB

MILLARD

SEVIER

EMERY GRAND

WAYNE

GARFIELD

PIUTEBEAVER

IRON

WASHINGTON KANE

SAN JUAN

BOX ELDER

CACHE RICH

WEBER

M O

R G

DAVIS

SUMMIT

LAKE

SALT

TOOELE

UTAH

W A S

ATC

OF UTAH

STATE

PROJECT LOCATION

OVERALL SITE PLAN

GRADING PLAN

STANDARD DETAILS

INTERSTATE

M A

W T

E M

P L

E S

2700 S

MILL CREEK

LAKE

SOUTH SALT

SUNSET AVE

SWPP PLAN

G-001

C-101

C-201

C-401

D-502

D-501 COVERED CARPORT DETAIL

D-503

D-504

AUTOGATE DETAILS

AWNING DETAIL

No. 343584

CAMPBELL

BRIAN F.

Brian F. Campbell

4/10/26

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FENCE DETAILD-505

GRADING PLANC-2025

4/10/26

S M

S T

SSL PD

PROJECT #

23-038

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P P

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No. 343584

CAMPBELL

BRIAN F.

Brian F. Campbell

4/10/26

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TAT UOE F

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SOUTH SALT LAKE SOUTH SALT LAKE CITY

POWER

ROCKY MOUNTAIN

(801) 886-7007

MARK KUHN

DOMINION ENERGY

(800) 324-3970

SL MAPPING DEPARTMENT

LUMEN/CENTURY LINK

(385) 479-7357

LARRY BUHLER

CAUTION: NOTICE TO CONTRACTOR(S)

FURTHER WORK BEING DONE RELATED TO THE ISSUE.

THE ENGINEER OF RECORD SHOULD BE CONTACTED IMMEDIATELY, PRIOR TO ANY

PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. IF A CONFLICT IS IDENTIFIED,

TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE CONTRACTOR(S)

EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE

LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST

MUST CALL THE LOCAL UTILITY CONTRACTOR(S)BEING EXACT OR COMPLETE. THE

MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS

RECORDS OF THE VARIOUS UTILITY COMPANIES & WHERE POSSIBLE,

ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON

IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR CONTRACTOR(S) THE

WATER STORM

POWER NATURAL GAS

COMMUNICATION

GRADING & DRAINAGE NOTES

PROJECT SPECIFICATIONS & STANDARDS

APWA STANDARDS & SPECIFICATIONS LATEST EDITION

UTAH DIVISION OF WATER QUALITY(DWQ) UAC R317-2

SOUTH SALT LAKE CITY STANDARDS & SPECIFICATIONS LATEST EDITION

SUBMITTED TO THE PUBLIC WORKS DIRECTOR FOR APPROVAL.

PRIOR TO CONSTRUCTION, AN EROSION & SEDIMENT CONTROL PLAN WILL BE

&FUNCTIONAL.

CONSTRUCTION AREA UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE

SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THECONTRACTOR(S) THE

REQUIREMENTS OF THE GRADING & DRAINAGE PLANS & ANY FIELD OBSERVATIONS.

CENTERVILLE CITY IMMEDIATELY IF THERE ARE ANY CONFLICTS BETWEEN THE

TO NOTIFY THE ENGINEER & CONTRACTOR(S) IT IS THE RESPONSIBILITY OF THE

SHEET.

CONFORMANCE WITH THE PROJECT SPECIFICATIONS & STANDARDS SECTION ON THIS

IN CONTRACTOR(S) & COMPACTION OF FILLS, SHALL BE PREFORMED BY THE

PREPARATION, SCARIFICATION, EXCAVATION, OVER-EXCAVATION, PLACEMENT OF FILLS

. ALL GRADING OPERATIONS INCLUDING BUT NOT LIMITED TO SITE CONTRACTOR(S)

EQUIPMENT, PROCEDURES, AND/OR SEQUENCING TO BE EMPLOYED BY THE

THE GRADING & DRAINAGE PLANS DO NOT IDENTIFY THE CONSTRUCTION METHODS,

EROSION CONTROL

AS NEEDED FOR DUST CONTROL PURPOSES.

ACCESS ROADWAYS, & ADJACENT PROPERTIES. A WATER TRUCK WILL BE MAINTAINED

ALSO PROVIDE SUITABLE MUD & DIRT CONTAINMENT TO MAINTAIN WORK SITE,

SHALL CONTRACTOR(S) POLLUTION CAUSED BY CONSTRUCTION OPERATIONS. THE

SHALL PROVIDE SUITABLE EQUIPMENT TO CONTROL DUST & AIR CONTRACTOR(S)

SOURCES NOT CONTAINED IN EXISTING FLOW STRUCTURES.

IT IS NOT INTENDED FOR THE SITE TO RECEIVE ANY ONCOMING FLOW FROM OUTSIDE

SWEEP STREETS AS NEEDED OR AS DIRECTED.

TIRE WASH, AS NECESSARY.

TO UTILIZE STABILIZED CONSTRUCTION ENTRANCE FOR VEHICLE CONTRACTOR(S)

ACCORDING TO SPECIFICATIONS.

NEEDED WILL BE DETERMINED DURING REGULAR FIELD REVIEWS & INSTALLED

THE BMP'S & SITE WILL BE MONITORED REGULARLY, & ADDITIONAL BMP'S THAT ARE

DRAIN SYSTEM PRIOR TO RELEASING SYSTEM TO PROJECT OWNER.

LANDSCAPE ESTABLISHMENT, REMOVE TEMPORARY MEASURES & CLEAN STORM

AREA TO THE FINAL LINES & GRADES INDICATED ON THE GRADING PLAN.

CONSTRUCTION ACTIVITIES TO BE COMPLETED WITHIN 14 DAYS OF FINISHING AN

PARKING & DRIVEWAY AREAS. SITE STABILIZATION OF AREAS DISTURBED BY

GRASS MATERIAL OUTSIDE THE STREET RIGHT OF WAY & PAVEMENT AREAS OF

AREAS DISTURBED BY CONSTRUCTION ACTIVITIES WILL BE STABILIZED WITH NATIVE

INLETS ADJACENT TO THE CONSTRUCTION SITE.

INSTALL SEDIMENT CONTROL MEASURES INDICATED IN ALL EXISTING STORM DRAIN

OBTAIN APPROPRIATE STORM WATER MANAGEMENT PERMIT.

FIELD MARK LIMITS OF DISTURBANCE FOR ACCEPTANCE BY CENTERVILLE CITY &

GUIDELINES.

ACCORDANCE WITH THE LATEST VERSION OF SOUTH SALT LAKE CITY SWPP

ALL EROSION & SEDIMENTATION CONTROL BMP'S SHALL BE IMPLEMENTED IN

SUPERSEDED BY THE BMP'S OF SOUTH SALT LAKE CITY.

EROSION CONTROL DETAILS PROVIDED ARE FOR REFERENCE ONLY & ARE

PLACEMENT. ACTUAL PLACEMENT WILL BE DETERMINED IN FIELD.

EROSION CONTROL GRAPHICS ARE SCHEMATIC & DO NOT REFLECT EXACT

GENERAL

INTERNET

GOOGLE FIBER

(801) 503 8245

JEFF MCKAY

SOUTH SALT LAKE

PUBLIC WORKS

COMCAST

(435) 224-2356

JEFF HOUSTON

COMMUNICATION

(801) 412-3232

SOUTH SALT LAKE, UT 84115

195 W OAKLAND AVENUE

JASON TAYLOR

(801) 483-6014

SOUTH SALT LAKE, UT 84115

195 W OAKLAND AVENUE

CORBY TALBOT

(801) 483-6045

SOUTH SALT LAKE, UT 84115

195 W OAKLAND AVENUE

SOUTH SALT LAKE CITY

SEWER

TORY LAWS

(801) 483-6045

SOUTH SALT LAKE, UT 84115

195 W OAKLAND AVENUE

12.

11.

10.

17.

16.

15.

14.

13.

12.

11.

10.

ALIGNMENT, PRIOR TO MILLING OR SAW-CUTTING OF ASPHALT.

POTHOLE FINDINGS OF EX. UTILITY LINES. ENGINEER TO VERIFY NEW UTILITY

NEW UTILITY ALIGNMENTS SHALL BE ESTABLISHED IN THE FIELD ACCORDING TO

MATCHING EXISTING MATERIALS. REPLACING SPRINKLERS, DECORATIVE CURBING, ETC.

PROPERTY IMPACTED BY PROJECT SHALL BE RESTORED TO EQUAL CONDITION,

BEFORE PROCEEDING WITH THE WORK.

BETWEEN THE ACTUAL CONDITIONS & INFORMATION SHOWN ON THE DRAWINGS

CONDITIONS AT THE SITE & SHALL NOTIFY THE ENGINEER OF DISCREPANCIES

THE CONTRACTOR(S) SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS &

ANY DISCREPANCIES OR CONFLICTS BEFORE PROCEEDING WITH THE WORK.

THE CONTRACTOR(S) SHALL EXAMINE THE DRAWINGS & SHALL NOTIFY THE OWNER OF

AS NECESSARY TO COMPLETE WORK.

CONTRACTOR(S) IS RESPONSIBLE FOR DEWATERING & DIVERSION OF GROUND WATER

LEGAL MANNER BY THE CONTRACTOR(S).

ALL MATERIALS TO BE REMOVED SHALL BE HAULED AWAY & DISPOSED OF IN A SAFE &

USE ON SITE SHALL BE DISPOSED OF OFF SITE.

FOUNDATION OF PAVEMENTS OR CONCRETE. ALL MATERIAL NOT SUITABLE FOR FUTURE

MATERIAL, WHICH IN THE OPINION OF THE ENGINEER, IS UNSUITABLE FOR THE

GROWTH OF GRASS OR WEEDS, FENCES, STRUCTURES, DEBRIS, RUBBISH, & SUCH

GROUND SURFACE OF ALL TREES, STUMPS, BRUSH, UNDERGROWTH, HEDGES, HEAVY

THIS SHALL INCLUDE CLEARING & GRUBBING WHICH CONSISTS OF CLEARING THE

GROUND, AS REQUIRED FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.

THE CONTRACTOR(S) SHALL REMOVE ALL OBSTRUCTIONS, BOTH ABOVE & BELOW

PROTECTED.

EXISTING DRAINS FROM ADJACENT PROPERTIES ARE TO BE MAINTAINED AND

CONTRACTORS' EXPENSES.

PROPERTY BY CONTRACTORS SHALL BE RESTORED TO EQUAL CONDITION AT

I.E. FENCES, LANDSCAPING, MAIL BOXES, ETC. ANY DAMAGE TO PUBLIC OR PRIVATE

CONTRACTOR(S) SHALL PROTECT & NOT DISTURB PROPERTY ADJACENT TO PROJECT

& SUBMIT TO THE ENGINEER PRIOR TO FINAL PAYMENT.

THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR RECORD DRAWING INFORMATION

MANNER & WITH MINIMUM DISRUPTION OF SERVICE.

DURING CONSTRUCTION TO ENSURE THAT WORK IS ACCOMPLISHED IN A TIMELY

COMPANIES WITH REGARD TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES

THE CONTRACTOR(S) IS RESPONSIBLE TO COORDINATE & COOPERATE WITH ALL UTILITY

LIMITED TO: EXCAVATION & SHORING, TRAFFIC CONTROL & SECURITY.

THE CONTRACTOR(S) IS RESPONSIBLE FOR ALL PROJECT SAFETY, INCLUDING BUT NOT

FEDERAL REQUIREMENTS FOR SAFETY & PROTECTION OF WORKERS & OTHER UTILITIES.

UTILITY TRENCHES ARE TO BE SLOPED OR BRACED & SHEETED AS PER STATE &

CONSTRUCTION STAKING TO BE PROVIDED BY THE CITY.

SOUTH SALT LAKE CITY STANDARDS.

RECENT VERSION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES &

& ACCEPTED BY SOUTH SALT LAKE CITY. ALL TRAFFIC SHALL CONFORM TO THE MOST

CONSTRUCTION, INCLUDING FLAGGING. TRAFFIC CONTROL PLAN SHALL BE REVIEWED

PLAN & PROVIDING ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED FOR

THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR PREPARING A TRAFFIC CONTROL

AS WELL AS ALL PERMITS AS REQUIRED TO PERFORM THE WORK.

OF THE SIGNED APPROVED PLANS & SPECIFICATIONS,

THE CONTRACTOR(S) SHALL HAVE ON SITE AT ALL TIMES AT LEAST ONE COPY

COMPANY PRIOR TO EXCAVATION.

MAY NOT BE SHOWN. CONTACT BLUE STAKES, SEWER DISTRICT & IRRIGATION

EXISTING UTILITY LOCATIONS SHOWN MAY NOT BE EXACT & ALL UTILITIES

SPECIFICATIONS OF SOUTH SALT LAKE CITY UNLESS OTHERWISE NOTED.

ALL CONSTRUCTION SHALL COMPLY WITH THE STANDARD DRAWINGS &

UTILITY NOTES

POWER

ENERGY SERVICES.

OR CONTRACTOR(S) SERVICES STANDARDS & COMPLETED BY A PRE-QUALIFIED

CHANGES MADE TO EXISTING INFRASTRUCTURE WILL BE DONE TO THE LOCAL ENERGY

WITH EXISTING ELECTRICAL INFRASTRUCTURE.

CONTACT LOCAL ENERGY SERVICES FOR ANY REQUIRED CHANGES OR CONFLICTS

THE PROJECT.

ACCESS TO EXISTING ELECTRICAL EQUIPMENT MUST BE MAINTAINED THROUGHOUT

LOCAL ENERGY SERVICES.

ELECTRICAL ENGINEER UNLESS OTHERWISE CONVEYED AS NOT REQUIRED BY THE

ANY ELECTRICAL DESIGN WORK REQUIRED SHALL BE PERFORMED BY A LICENSED

SERVICE.

SHALL BE PREFORMED TO THE REQUIREMENTS & SPECIFICATIONS OF SAID ENERGY

ANY WORK BEING PERFORMED AT THE REQUEST OF THE LOCAL ENERGY SERVICES

SERVICES. SEE UTILITY CONTACTS SECTION ON THIS SHEET FOR MORE INFORMATION.

ALL POWER CONNECTIONS & DESIGN SHALL BE PERFORMED BY LOCAL ENERGY

TO FOLLOW BLUE STAKES PROTOCOLS.CONTRACTOR(S)

WATER

VALVE LIDS, ETC. TO ROADWAY OR PROJECT FINISHED GRADE AS MAY BE APPLICABLE.

RAISE ALL UTILITIES, SUCH AS MANHOLES, METER SETTERS, FIRE HYDRANTS, WATER1.

UTILITY CONTACTS

NOTES

GENERAL

CONTACTS

G-001

IN-GROUND

DETECTOR L

PROTECT IN PLAC

EX. INLET BOX

w w w

HID MULTIC

SE RMPK40

OR EQUAL

IN-GROUND

DETECTOR LOOP

S MAIN ST

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COLLAR & RAISE EX.

l■��-h:::¥"7 MANHOLES TO FINAL GRADE

NEW CONCRETE

PAD ca· THICK) REQ'D

SOUTH SALT LAKE

POLICE DEPARTMENT

r-----------------------------

WORK TO BE INCLUDED IN BID ALTERNATE A

I , 1

I I 1'

I I I I I I I I I I I I I I

- _J {I I I I

I I I I

ECT IN PLACE I :

INLET BOX. I I

• I I I I I I

I 11 I I I /I (!> I

I PROTECT IN PLACE 8 REMOVE & REPLACE 3 P�OTECT IN PLACE •

I EX. POWER POLE BOLLARDS E�. TEL. PEDESTAL

L ______________________________________________________

LEGEND DEMO NOTES PARKING STALL COUNT

X WATER VALVE & LINE

€, POWER POLE & LINE

9 SEWER MANHOLE & LINE

I!@ TELEPHONE PEDESTAL & LINE

E) STORM DRAIN MANHOLE & LINE

X IRRIGATION VALVE & LINE

0+ STREET LIGHT

0 HYDRAULIC STRUCTURE

□ SIGNAL JUNCTION BOX

BUILDING

NEW CONTOURS

-----4497---

EXISTING FENCE

REMOVE EX. STONE PILLARS AND FENCE

REMOVE LIGHT POLE (1)

REMOVE TREE (1)

REMOVE SIGN (8)

PROPOSED FENCE CONSTRUCTION NOTES

EXISTING CURB & GUTTER

SIDEWALK

Q TREE

(D REMOVE & REPLACE ASPHALT

@ STRIPE PARKING AREAS AS SHOWN & DIMENSIONED

@ INSTALL NEW TYPE A CURB & GUTTER

@ INSTALL NEW CONCRETE! FLATWORK

@ INSTALL NEW CONCRETE SIDEWALK W THICK)

@ INSTALL NEW MAN GATE WI HID IIULTICLASS SE RMPK40 OR EQUAL

(j) INSTALL NEW FENCE

@ INSTALL NEW AWNING. SEE DETAIL G

@ INSTALL NEW SIGN (9). SEE DETAIL D

@ INSTALL NEW SIGN (2). SEE DETAIL E

TOTAL PARKING STALLS:

STANDARD PARKING STALL:

ADA PARKING STALL:

Ii lYP.

0 15

PROTECT IN PLACE

EX. INLET BOX.

CONTRACTOR

TO CLEAN OUT

If.

• I

PROTECT IN PLACE =1

EX. BOLLARDS

SCALE1:30

PRINT 11" X 17"

30 60

I l

C-101 'I

OVERALL

SITE

PLAN

PROJECT ti 23-038 .,, E P

E P

M S

EPP

D E

S C

N M

A R

K A

P P

R D

A T

C H

E C

K E

D B

B F

D R

A W

N B

M D

D E

N E

D B

M D

E S

I E

N G

E R

A N

D L

A N

D S

U R

V E

Y O

R S

C O

N S

U L

G E

N G

E R

D A

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-1

-2

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-2

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W E

S T

V A

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E Y

U T

E S

O U

T H

S U

P O

E S

T A

S O

U T

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A L

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A K

S A

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No. 343584

CAMPBELL

BRIAN F.

Brian F. Campbell

4/10/26

E R

G E

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TAT UOE F

H S

FO N

SES OI

G R

I E

E N

N S

E T

A V

E S

TO MATCH EX. WALK

TBC. EL. = 4251.61

TAPERED CURB.

EL.= 4251.25

el. = 4251.14

ex. grnd

EL.= 4250.89

el. = 4250.78

ex. grnd

EL.= 4251.94

el. = 4251.78

ex. grnd

EL.= 4251.68

el. = 4251.38

ex. grnd

EL.= 4251.42

el. = 4251.21

ex. grnd

EL.= 4251.84

el. = 4251.32

ex. grnd

EL.= 4251.94

el. = 4251.70

ex. grnd

EL.= 4251.31

el. = 4251.39

ex. grnd

EL.= 4250.99

el. = 4250.99

ex. grnd

EL.= 4250.74

el. = 4250.85

ex. grnd

EL.= 4250.72

el. = 4250.64

ex. grnd

EL.= 4250.61

MATCH EX.

EL.= 4251.09

MATCH EX.

EL.= 4251.17

MATCH EX.

EL.= 4251.82

MATCH EX.

EL.= 4251.25

MATCH EX.

EL.= 4251.02

MATCH EX.

EL.= 4250.91

MATCH EX.

EL.= 4250.52

MATCH EX.

EL.= 4250.96

MATCH EX.

S MAIN ST

PLAN

GRADING

C-201

LEGEND

WATER VALVE & LINE

POWER POLE & LINE

SEWER MANHOLE & LINE

TELEPHONE PEDESTAL & LINE

STORM DRAIN MANHOLE & LINE

SIDEWALK

BUILDING

TREE

EPP

MSS

IRRIGATION VALVE & LINE

EXISTING FENCE

EXISTING CURB & GUTTER

NEW CONTOURS

MSD

EPP

PROPOSED FENCE

STREET LIGHT

HYDRAULIC STRUCTURE

SIGNAL JUNCTION BOX

.00

M A

T C

H E

M A

T C

H E

M A

T C

H E

M A

T C

H E

EL.= 4251.44

el. = 4250.96

ex. grnd

EL.= 4251.99

el. = 4251.07

ex. grnd

el. = 4251.33

ex. grnd

EL.= 4252.50

.25

4250.75

2.50% 2.

.8 1.35%

SCALE 1:20

PRINT 11" X 17"

0 10 40

EL. = 4251.69

MATCH EX.

EL.= 4252.07

MATCH EX.

EX. BOLLARDS

PROTECT IN PLACE

TO REMAIN

EX. CONTAINER

TO CLEAN OUT

CONTRACTOR

TOP EL. = 4250.50.

EX. INLET BOX

FL. EL. = 4250.61

FL. EL. = 4251.09

TO MATCH EX. WALK

TBC. EL. = 4251.09

TAPERED CURB.

FL. EL. = 4250.89

TO MATCH EX. WALK

TBC. EL. = 4251.13

NEWTBC

EL. = 4251.45

ex. tbc el.= 4251.22

NEWTBC

EL. = 4251.37

ex. tbc el.= 4251.26

PROTECT EX.

INLET BOX

ex. top el.= 4250.68

NEWTBC

MATCH EX.

EL. = 4250.54

MATCH EX.

EL. = 4250.

/1,��-�

1/ /1 MATCH EX.

I EL. = 42

EL. = 4251.18 ,Gt+-4._JL__ - I

ex. tbc el.= 4251.28 w w

...J W1

NEWTBC

EL. = 4251.55

ex. tbc

el. = 4251.06

NEWTBC

EL. = 4251.32

ex. tbc el.= 4250.82

I I [;_]

EL. = 4250.47

_ ;r1��102e_-. s MAIN s_r _ , � �y----�,i:----��-1/1 � -,- - - ,, -=--=--=:--=--=--=--=--=--=r-=-�-=--=-�--=--=--�-=--=--=---=--=--=---=--1�=-=--=-�-=---=---=--:=�� -��-� -�t_=; _=;=;=;_=; _=; _=; _=; _=; _=; _=;��_-:;_-:;_--:,f =:_=:_=:_=:_��-� � � � � ==_--o_��)

:t?-t' ·Jl"io.

O \ '--'-\c �

ex. grnd

QJ ' I \ { I \-- ---L_--'" I I

I I � L_ __ _

= r; I r-- - - 7 _

I I

NEWTBC

EL. = 4251.55

ex. tbc el.= 4251.46

L______ r'". I ( I I 'I

I 1 ,, I

I el.= 4251.32 I,' I 1 I

\ Slffe• �

�� ex. grnd el.= 4250.96

NEW ASPHALT TO MATCH

TOP OF SIDEWALK

FF = 4251.60

SOUTH SALT LAKE

POLICE DEPARTMENT

FF = 4251.60

I, 1

1; f \ I .1 I ;I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I en w

1-w en z en

1----------------------------------------------------- 1-+---------

EL.= 4251.23

ex. grnd

el. = 4251.12

NEWTBC

EL. = 4251.65

ex. tbc el.= 4251.10

ex. grnd el.= 4251.13

Eb.=-4251.32

ex. grnd

el. =4251.27

CID

. . co

I>, 1>,r-,.. />

." • �� .9f) • t, ! / Existing Building >( Entry

I I I I I I

: MATCH EX.

EL.= 4251.79

MATCH EX.

EL.= 4251.38

FF = 4251.60

I WORK TO BE INCLUDED IN BID ALTERNATE A

EL.= 4251.84

ex. grnd el.= 4251.65

EL.= 4252.15

ex. grnd el.= 4252.08

MATCH EX.

EL.= 4251.67

MATCH EX.

EL.= 4251.31

MATCH EX.

SIDEWALK

0.55%

1 00%

*" ex. grnd el.= 4251.65

1.00°/ 11, EL.= 4251.25

ex. grnd el.= 4251.38

PROTECT EX.

INLET BOX

Top el.= 4250.73 Inv el. = 4250.45

4is1

ex. grnd

el. = 4251.25

1 I

I I I I I I I I

I I MATCH EX.

I EL.= 4250.88

I I I

MATCH EX.

EL.= 4251.05

MATCH EX.

EL.= 4250.86

TAPERED CURB

MATCH EX.

EL.= 4251.03

MATCH EX.

EL. = 4250.98 �L � I

-----�----��--------�--------��---_ -_ -_- _�_-_-•1P��

---',k-'

-----'-"---)¢------'�--'-4�� 0.50o/11, EL.= 4251.12

NEWTBC

o.75o/a o.75o/a EL. = 4251.51

Z WATER VALVE & LINE

i§ POWER POLE & LINE

@; SEWER MANHOLE & LINE

� TELEPHONE PEDESTAL & LINE

I MATCH EX.

I EL.= 4251.25 "--'--'��:��'!��=:-'--'-;�

=='5��;;;;

LEGEND L-----------------------

I§ STORM DRAIN MANHOLE & LINE BUILDING EXISTING CURB & GUTTER I

======== I

NEWTBC

EL. = 4252.06

MATCH EX.

EL.= 4250.97

Z IRRIGATION VALVE & LINE NEW CONTOURS

- -4497- - --

0--9- STREET LIGHT EXISTING FENCE

□ HYDRAULIC STRUCTURE PROPOSED FENCE

□ SIGNAL JUNCTION BOX

SIDEWALK

Q TREE

SCALE 1:20

PRINT 11" X 17"

0 10 20 40 ==--====--======i

I-..--w ..--w ""'" w 0::: CX) �z 1-I <(0 Cl)� ...J.:; Z:::::>

�� <(en enw I- :::c 0 I- (.)

1-- :::::>W => ...J 0�

Cl) ::5 en c..

C")�

CX) <( N

Cl) lo..

C-202

GRADING

PLAN

PROJECT#

✓-��-It-

I I I J

I I I I

�W

W IJ

I I

S MAIN ST

SOUTH SALT LAKE

POLICE DEPARTMENT

u, w ti u, z ::J u, ...I

1.------------------------------------w

. : ... 0

I I I

WORK TO BE INCLUDED

IN BID ALTERNATE A

--------------------- I __________________________________________ _

KEY-IN ROLES� ' 2INCH DEEP 1'l

EIBERRQLL

PROP INLET BARRIER PLAN

NOTES:

1. KEY-IN FIBER ROLLS 2 INCH DEEP AROUND THE PERIMETER OF

THE DROP INLET STRUCTURE AND STAKE AS SHOWN.

2. OVERLAP THE ENDS OF THE FIBER ROLL AT LEAST 18 INCHES.

3. CONSTRUCT ROLLS IN MEDIAN AREAS SO THAT THE TOPS OF THE

ROLLS ARE NOT HIGHER THAN THE ADJACENT ROADWAY.

4. MAINTAIN A PROPERLY FUNCTIONING FIBER LOG BARRIER

THROUGHOUT CONSTRUCTION OR UNTIL DISTURBED AREAS

CONTRIBUTING TO THE INLET HAVE BEEN PAVED OR VEGETATED.

5. REMOVE SEDIMENT AS IT ACCUMULATES AND PLACE IT IN A

STABLE AREA APPROVED BY THE ENGINEER.

A DRAIN INLET PROTECTION (NTS)

NOTES:

CONTAINMENT

EARTI-1 BERM

GRAVEL PAD

1. DESCRIPTION: TEMPORARY ON-SITE SANITARY FACILITIES FOR

CONSTRUCTION PERSONNEL

2. APPLICATION: ALL SITES WITH NO PERMANENT SANITARY

FACILITIES OR WHERE PERMANENT FACILITY IS TOO FAR FROM

ACTIVITIES

3. INSTALLATION/APPLICATION CRITERIA: LOCATE PORTABLE TOILETS

IN CONVENIENT LOCATIONS THROUGHOUT THE SITE. PREPARE

LEVE.6, GRAVEL SURFACE AND PROVIDE CLEAR ACCESS TO THE

TOILt: 1 S FOR SERVICING AND FOR ON-SITE PERSONNEL.

CONSTRUCT EARTH BERM

PERIMETER CONTROL FOR SPILLJPROTECTION LEAK.

4. MAINTENANCE: PORTABLE TOILETS SHOULD BE MAINTAINED IN

GOOD WORKING ORDER BY LICENSED SERVICE WITH DAILY

OBSERVATION FOR LEAK DETECTION. REGULAR WASTE

COLLECTION SHOULD BE ARRAGNED WITH LICENSED SERVICE.

ALL WASTE SHOUD BE DEPOSITED IN SANITARY SEWER SYSTEM

FOR TREATMENT WITH APPROPRIATE AGENCY APPROVAL.

B PORTABLE TOILET (NTS)

NOTES:

CONTAINMENT

EARTH BERM

1. DESCRIPTION: PREVENT OR REDUCE THE DISCHARGE OF

POLLUTANTS TO STORM WATER FROM CONCRETE WASTE BY

CONDUCTING WASHOUT OFF-SITE, PERFORMING ON-SITE WASHOUT

IN A DESIGNATED AREA, AND TRAINING EMPLOYEES AND

SUBCONTRACTORS.

2. INSTALLATIONIAPPLICATION CRITERIA: STORE DRY AND WET

MATERIALS UNDER COVER, AWAY FROM DRAINAGE AREAS. AVOID

MIXING EXCESS AMOUNTS OF FRESH CONCRETE OR CEMENT ON

SITE. PERFORM WASHOUT OF CONCRETE TRUCKS OFF-SITE OR IN

DESIGNATED AREAS ONLY. DO NOT WASH OUT

CONCRETE TRUCKS INTO STORM DRAIN� OPEN DITCHES

STREETS

OR STREAMS. DO NOT ALLOW EXCESS CuNCRETE TO BE UMPED

ON-SITE

J...

EXCEPT IN DESIGNATED AREAS. WHEN WASHING CONCRETE

TO REMuVE FINE PARTICLES AND EXPOSE THE AGGREGATE AVOID

CREATING RUNOFF BY DRAINING THE WATER WITHIN THE BERMEO

OR LEVEL AREA. TRAIN EMPLOYEES AND SUBCONTRACTORS IN

PROPER CONCRETE WASTE MANAGEMENT.

3. LIMITATIONS: OFF-SITE WASHOUT OF CONCRETE WASTES MAY NOT

ALWAYS BE POSSIBLE.

4. MAINTENANCE: INSPECT SUBCONTRACTORS TO ENSURE THAT

CONCRETE WASTES ARE BEING PROPERLY MANAGED. IF USING A

TEMPORARY PIT, DISPOSE HARDENED CONCRETE ON A REGULAR

BASIS.

C WASHOUT STATION (NTS)

BMP

(D INSTALL DRAIN INLET PROTECTION

@ INSTALL 12• FIBER ROLLS

@ CONSTRUCTION ENTRANCE TRACKING PAD

@ PORTABLE TOILET

@ WASTE DISPOSAL

STORM WATER POLLUTION PROTECTION NOTES:

1. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE

CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE STANDARDS

AND REGULATIONS OF THE STATE ANO CITY.

2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD

CONDITIONS AND CONSTRUCTED PRIOR TO ANY GRADING OR

DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE

3. DAILY INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL

STRUCTURES MUST BE PROVIDED TO INSURE INTENDED PURPOSE IS

ACCOMPLISHED. CONTRACTOR SHALL BE RIESPONSIBLE FOR ALL

SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES

SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY .

4. ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS WILL BE

PROTECTED TO PREVENT TRACKING OF MUD INTO PUBLIC WAYS.

5. ALL SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM

DRAINAGE SYSTEM THROUGH THE USE OF SANDBAGS, STRAW BALES, SILT

FENCES�RAVE1c,_ BOARDS

AND OTHER APPLICABLE METHODS. REVIEW

SWPP DU\,UMEN I PROVIDt:D DURING CONSTRUCTION ON SITE

THROUGHOUT THE CONSTRUCTION PERIOD.

6. ALL DISTURBED AREAS OUTSIDE OF ROADWAYS PARKING LOTS,

SIDEWALKS, AND/OR BUILDING FOOTPRINTS SHALL BE SEEDED, SODDED

ANDIOR MULCHED .

7. IF THE SITE IS READY TO RECIEVE FINAL COVER DURING THE NON

PLANTING SEASON�!HEN IT SHALL BE PROTECTED BY MULCHING. THE

MULCH WILL REMAIN UNTIL THE NEXT PLANTING SEASON AS DEFINED BY

THE OWNER.

8. RE-VEGETATE ALL DENUDED AREAS AS PER THE STANDARD AND

REGULATIONS OF THE CONTRACT.

9. THE CONTRACTOR AGREES THAT:

A. THEY SHALL BE RESPONSIBLE TO CLEAN THE JOB SITE AT THE END OF

EACH PHASE OF WORK

B. THEY SHALL BE RESPONSIBLE TO REMOVE AND DISPOSE OF ALL TRASH,

SCRAP, AND UNUSED MATERIAL AT THEIR OWN EXPENSE IN A TIMELY

MANNER.

C. THEY SHALL BE RESPONSIBLE TO MAINTAIN THE SITE IN A NEAT, SAFE

ANDORDERLY MANNER AT ALL TIMES

D. THEY SHALL BE RESPONSIBLE TO KEEP MATERIALS ..... EQUIPMENT, AND

TRASH OUT OF THE WAY OF OTHER CONTRACTORS Su AS TO NOT DELAY

THEJOB

E. THEY SHALL BE RESPONSIBLE FOR THEIR OWN SAFETY, TRAFFIC

CONTROL, PERMITS, RETESTING, AND REINSPECTION.

F. UNLESS OTHERWISE NOTED ALL EXCESS SOILS AND MATERIALS SHALL

BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE LAWFULLY

DISPOSED OF OFF SITE AT THE CONTRACTOR'S EXPENSE.

G.THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, BARRICADES, SIGNS,

FAG-MEN, OR OTHER DEVICES NECESSARY FOR PUBLIC SAFETY.

H.CONTRACTOR TO PROVIDE AND INSTALL APPROVED FREE ZONE AREA

SIGNS PRIMARY ROUTES TBD.

I l

C-401 'I

SWPP

PLAN

PROJECT ti

23-038 .,, (TYP.)

COLUMN

PIER &

OR EQUAL

SINGLE COLUMN FLAT COVERED CARPORT

INSTALL NEW CARPORT STRUCTURES

White Underside

Siliconized Polyester or Kyner 500 Factory Finish

Exposed Fastener Type

29 GA. Roll Formed Galvanized Steel

ROOFING

16 GA. Cold Rolled G-90 Galvanized Steel

PURLINS

Coating Options: Primed or Hot Dip Galvanized

Misc. or Wide Flange A-992 Grade 50 Steel

BEAMS

Coating Options: Primed or Hot Dip Galvanized

HSS ASTM A-500 Grade B A-500

COLUMNS

All Federal, State and Local codes reviewed

Ground Snow Load: 30 psf minimum

Wind Load: 90 MPH minimum

DESIGN CRITERIA

LIGHTING

CANOPY

LUMINAIRE

INSTALL LED

PAINTED BLACK

COLUMNS TO BE

20'-0"

E L

O U

A V

P O

E D

E P

A R

T M

E N

S O

U T

H S

A L

T L

A K

S MAIN ST

PAINTED WHITE

ROOF TO BE

DETAIL

CARPORT

COVERED

D-501

UNDER BID ALTERNATE B

WORK TO BE INCLUDED

NOTE:

EPP

E P

M S

S M

S S

D E

S C

N M

A R

K A

P P

R D

A T

C H

E C

K E

D B

B F

D R

A W

N B

M D

D E

N E

D B

M D

E S

I E

N G

E R

A N

D L

A N

D S

U R

V E

Y O

R S

C O

N S

U L

G E

N G

E R

D A

T E

-1

-2

-1

A X

-2

-1

W E

S T

V A

L L

E Y

U T

E S

O U

T H

S U

P O

E S

T A

S O

U T

H S

A L

T L

A K

S A

L T

L A

K E

Y U

T A

O U

T H

M A

T R

E E

No. 343584

CAMPBELL

BRIAN F.

Brian F. Campbell

4/10/26

E R

G E

E T

TAT UOE F

H S

FO N

SES OI

G R

I E

E N

D E

S C

N M

A R

K A

P P

R D

A T

C H

E C

K E

D B

B F

D R

A W

N B

M D

D E

N E

D B

M D

E S

I E

N G

E R

A N

D L

A N

D S

U R

V E

Y O

R S

C O

N S

U L

G E

N G

E R

D A

T E

-1

-2

-1

A X

-2

-1

W E

S T

V A

L L

E Y

U T

E S

O U

T H

S U

P O

E S

T A

S O

U T

H S

A L

T L

A K

S A

L T

L A

K E

Y U

T A

O U

T H

M A

T R

E E

No. 343584

CAMPBELL

BRIAN F.

Brian F. Campbell

4/10/26

E R

G E

E T

TAT UOE F

H S

FO N

SES OI

G R

I E

E N

BASE COURSE

JOINT

2" CONTRACTION

FLOW-LINE

NTS SEE PLAN

30"6"

(NOT IN CONTRACT)

EXISTING CONCRETE

COLD JOINT

DOWELLED

12' MAX

10' TYP

EXPANSION JOINT

JOINTS (TYP.)

CONTRACTION

SIDEWALK, CURB & GUTTER SECTIONS & CURB & GUTTER JOINT

BACKFILL BEHIND CURB BEFORE PAVING AGAINST LIP OF GUTTER2)

BY CITY ENGINEER

MAY BE USED WHERE APPLICABLE AND ONLY IF APPROVED

APWA TYPE B, C, D, E, F, G, H, OR HB30-7 CURB AND GUTTER1)

NOTES:

JOINT

EXPANSION

COMPACT SUBGRADE

4" MIN

BASE COURSE

JOINT

CONTRACTION CONCRETE

NTS SEE PLAN

B ASPHALT SECTION

DETAILS

STANDARD

D-502

8" ROADBASE

3" ASPHALT

CENTERLINE OF

PARKING SPACE

CURB LINE OR END

OF PARKING SPACE

R=5"

1"2 -1 /2

20"

12"

13"

NOTE: SEE SITE PLANS FOR

CONFIGURATION OF NO PARKING

PAINTED LINES DETAIL

ZONES.

4" WIDE WHITE PAINTED

BORDER LINES

TYPICAL

PARKING

AREA

4" WIDE WHITE

C E N T E R

NO PARKING ZONE

2' O

PAINTED LINES

EDGE OF PAVEMENT

3'-0"

1-3"6"

BASE COURSE

UNTREATRED4-#4 @ 12" O.C.

#4 @ 24" O.C.

NTS SEE PLAN

PAVEMENT MARKING DETAILS D

NTS SEE PLAN

SIGN DETAIL

SIGN (.080 GAUGE)

12" x 18" ALUMINUM

RESERVED

PARKING

POLICE

PARKING

ONLY

RESERVED

PARKING

POLICE

PARKING

ONLY

SIGN DETAILE

NTS SEE PLAN

ACCESSIBLE

" VAN

PARKING

RESERVED

12"

M A

W-0126 W-0108 W-0110

W-0112

W-0111

OPERATOR

LEFT HAND

(PAD MOUNTED)

STYLE "E" YOKE, BLACK

PRIVATE SIDE

PUBLIC SIDE

STD. GATE GUARD

BARRIER SCREEN

COLOR = BLACK

MATERIAL = ALUMINUM

STD. MASTED WIND BRACING

CONCRETE OPERATOR PAD

CRUSHED FINIALS

ELEVATION VIEW

PLAN VIEW

Viewed from the PRIVATE SIDE

OPEN EDGE SENSORS

B-0109

B-0106

INV NO. DESCRIPTION QTY.

LENGTH

2-1/2" SQ. x 3/16" x 30' ALUM

2-1/2" SQ. x 3/16" x 24'-6" ALUM

316"

56 1/2"

2-1/2" SQ. x 3/16" x 24'-6" ALUM

LEFT HAND - ALUM (VIEWED FROM PRIVATE SIDE)

61 1/2" 1

B-0117 2-1/2" SQ. x 1/8" x 24' ALUM 56 1/2" 2

B-0119 2-1/2" SQ. x 1/4" x 24' ALUM 61 1/2" 1

W-0108

W-0110

W-0111

CORNER GUSSET / ALUM

W-0112

INV NO. DESCRIPTION QTY.

ALUM WELD TAB GUSSET

ALUM WELD TAB - SHORT

ALUM WELD TAB - LONG

BILL OF MATERIAL

W-0116 PICKET - 3/4" x 1/8" x 6' GATE/ALUM 10

W-0126 PICKET TOP - CRUSHED/ALUM 56

W-0225 STIFFENER - BUCKEYE/ALUM 1

Y O

K E

P A

C O

N C

R E

T E

(CONT...)

W-0117 PICKET - 3/4" x 1/16" x 6' GATE/ALUM

W-0126 W-0108W-0110

W-0112

W-0111

OPERATOR

RIGHT HAND

(PAD MOUNTED)

STYLE "E" YOKE, BLACK

PRIVATE SIDE

PUBLIC SIDE

STD. GATE GUARD

BARRIER SCREEN

COLOR = BLACK

MATERIAL = ALUMINUM

STD. MASTED WIND BRACING

CONCRETE OPERATOR PAD

CRUSHED FINIALS

ELEVATION VIEW

PLAN VIEW

Viewed from the PRIVATE SIDE

OPEN EDGE SENSORS

B-0109

B-0106

INV NO. DESCRIPTION QTY.

LENGTH

2-1/2" SQ. x 3/16" x 30' ALUM

2-1/2" SQ. x 3/16" x 24'-6" ALUM

316"

56 1/2"

2-1/2" SQ. x 3/16" x 24'-6" ALUM

RIGHT HAND - ALUM (VIEWED FROM PRIVATE SIDE)

61 1/2" 1

B-0117 2-1/2" SQ. x 1/8" x 24' ALUM 56 1/2" 2

B-0119 2-1/2" SQ. x 1/4" x 24' ALUM 61 1/2" 1

W-0108

W-0110

W-0111

CORNER GUSSET / ALUM

W-0112

INV NO. DESCRIPTION QTY.

ALUM WELD TAB GUSSET

ALUM WELD TAB - SHORT

ALUM WELD TAB - LONG

BILL OF MATERIAL

W-0116 PICKET - 3/4" x 1/8" x 6' GATE/ALUM 10

W-0126 PICKET TOP - CRUSHED/ALUM 56

W-0225 STIFFENER - BUCKEYE/ALUM 1

Y O

K E

P A

C O

N C

R E

T E

(CONT...)

W-0117 PICKET - 3/4" x 1/16" x 6' GATE/ALUM

4'-0"

7'-0"

OPERATOR

RIGHT HANDPRIVATE SIDE

PUBLIC SIDE

17'-7 3/4 " - FACE OF OPERATOR TO FACE OF YOKE

211 3/4

COLOR = BLACK

MATERIAL = STEEL

STD. MASTED WIND BRACING

8 SETBACK (6" MIN.)"

PLAN VIEW

37'-8 1/2 " - FOR REFERENCE ONLY

452 1/2

(FENCE MOUNTED)

STYLE "D" YOKE, BLACK

3 SETBACK (MIN.)"

POST CAPS & FASTENERS SHIPPED LOOSE.

2) FENCE/BARRIER SCREEN MOUNTING CLIPS,

EXTRA LENGTH TO ALLOW FIELD TRIMMING.

1) FENCE PANELS ARE MANUFACTURED WITH

:NOTES

8'-0" FENCE SECTION

GATE

PED.

8'-0" FENCE SECTION

CONCRETE OPERATOR PAD (3' MIN.)

LEVEL

FROST

BELOW

7'-0"

18'-0"

3 1/4 "

ELEVATION VIEW

Viewed from the PRIVATE SIDE

GUARD

7' GATE

BARRIER SCREENING

TALL GATE ARM

OPEN EDGE SENSOR

5 1/2" CRUSHED FINIALS (TYP.)

2 1/2" SQ. POSTS (5x)

5 GAP "

2 1/2" SQ. POST CAPS (SHIPPED LOOSE)

(3' MIN.)

LEVEL

FROST

BELOW

7'-0"

(AS VPG IS RIGHT NEXT TO THE PED.)

ADDITIONAL 3' OF BARRIER SCREEN

D E

S C

N M

A R

K A

P P

R D

A T

C H

E C

K E

D B

B F

D R

A W

N B

M D

D E

N E

D B

M D

E S

I E

N G

E R

A N

D L

A N

D S

U R

V E

Y O

R S

C O

N S

U L

G E

N G

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A X

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-1

W E

S T

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E Y

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T H

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P O

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T A

S O

U T

H S

A L

T L

A K

S A

L T

L A

K E

Y U

T A

O U

T H

M A

T R

E E

NTS SEE PLAN

F AUTOGATE PIVOT GATE

DETAILS

AUTOGATE

D-503

D E

S C

N M

A R

K A

P P

R D

A T

C H

E C

K E

D B

B F

D R

A W

N B

M D

D E

N E

D B

M D

E S

I E

N G

E R

A N

D L

A N

D S

U R

V E

Y O

R S

C O

N S

U L

G E

N G

E R

D A

T E

-1

-2

-1

A X

-2

-1

W E

S T

V A

L L

E Y

U T

E S

O U

T H

S U

P O

E S

T A

S O

U T

H S

A L

T L

A K

S A

L T

L A

K E

Y U

T A

O U

T H

M A

T R

E E

NTS

G H8CV METAL AWNING DETAIL

DETAILS

AWNING

D-504

ARCHITECTURAL FINISHES

RIGGING SUPPORTS**

HIGHER WIND LOAD RATINGS

TYPES*

MOUNTING FOR VARIOUS WALL

CONTINUOUS RUNS

MULLION CONNECTIONS FOR

OPTIONS:

PROJECT

ARCHITECT

CONTRACTOR

5/2017

266 W Mitchell Ave - Cincinnati, OH 45232

PH: (888) 568-8371 Fax: (888) 568-8370

DRAWN BY:

JRR TECHNICAL SHEET

DATE: DRAWING TYPE:

H8CV

DRAWING TITLE:

LARGE PROJECTIONS)

SUPPORT HIGH WIND LOADS AND/OR

SUPPLEMENT (MAY BE REQUIRED TO

** SEE RIGGING SUPPORT

SHEET FOR WALL BRACKETS

* SEE MOUNTING OPTIONS TECHNICAL

H8CV - 8" DEEP SOLID

EXTRUDED ALUMINUM AWNING

VIEW

ALL FASTENERS CONCEALED FROM

MAX. SIZE: UNLTD. WIDE X 60" HIGH

MIN. SIZE: 24" WIDE X 12" HIGH

DESIGNED FOR 30 PSF WIND LOAD

TYPE 6063-T5 EXTRUDED ALUMINUM

OUTRIGGERS - 0.125" THICKNESS

6063-T5 EXTRUDED ALUMINUM

FRAME - 0.081" THICKNESS TYPE

ALUMINUM

THICKNESS TYPE 6063-T5 EXTRUDED

BLADE - INTERLOCKING 0.081"

Harray, LLC dba Architectural Louvers

TOP

BOTTOM

HEIGHT

WIDTH

14'-9.21"

VIEWS

SECTION

(PROVIDED)

BRACKETS*

MOUNTING

WALL

VIEW

TOP

OPTIONS

SIDING

CONSTRUCTION

STANDARD

MULLION JOINT

6" TUBE "T" TRIM 8" TUBE "T" TRIM

TRIM (3 SIDES)INNER TRIM TRIM CORNERS

(BOTTOM ONLY)

SINGLE SIDED

(TOP AND BOTTOM)

DOUBLE SIDED

WITH GUTTERS

"I" MULLION

INSTALLER)

(JOINED BY

MITERED

CORNERS

MITERED

PROJECT

ARCHITECT

CONTRACTOR

5/2017

266 W Mitchell Ave - Cincinnati, OH 45232

PH: (888) 568-8371 Fax: (888) 568-8370

DRAWN BY:

JRR TECHNICAL SHEET

DATE: DRAWING TYPE:

H8CV

DRAWING TITLE:

Harray, LLC dba Architectural Louvers

PROJECTION

PITCH REQUIREMENTS

DIM "A"

PITCH

DIM "B"

12"

18"

24"

30"

36"

42"

48"

1/8"

3/16"

1/4"

5/16"

3/8"

7/16"

1/2"

1:96

54" 9/16"

60" 5/8"

DETERMINE THE PITCH REQUIRED

FOR DRAINAGE. USE THE TABLE TO

: SOLID AWNING MUST BE PITCHED NOTE

BLADES

CORRUGATED

INTERLOCKING

TOP

BOTTOM

(MAXIMUM 60")

DIM "A"

PROJECTION

DIM"B"

PITCH

OTHERS)

WIDTH OF AWNING (BY

FLASHING REQUIRED ENTIRE

OTHERS)

AWNING (BY

TO SUPPORT

OUT STRENGTH

MINIMUM PULL

BOLTS WITH

(PROVIDED)

MOUNTING BRACKET

STRUCTURAL FRAMING (BY OTHERS)

MASONRY BLOCK, WOOD OR STEEL

CONCRETE, CONCRETE FILLED

MULLION JOINTS)

AT ALL CORNERS AND

WATER DIVERTER (PROVIDED

GUTTER

(N.T.S.)

SECTION VIEW

TUBE TRIM

BOTTOM PANEL

CORRUGATED

(PROVIDED)

H8CV - 8" DEEP SOLID

EXTRUDED ALUMINUM AWNING

D E

S C

N M

A R

K A

P P

R D

A T

C H

E C

K E

D B

B F

D R

A W

N B

M D

D E

N E

D B

M D

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No. 343584

CAMPBELL

BRIAN F.

Brian F. Campbell

4/10/26

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8 7 6 5 4 3 2 1

Ameristar Perimeter Security USA Inc Tulsa

DRAWN BY

trasmi

SURFACE/FINISH

THIRD ANGLE

PROJECTION

HEAT TREATMENT

DRAWING COMPLIES WITH

ASME Y14.5M - 1994

NOTICE TO PERSONS RECEIVING THIS DRAWING

AND/OR TECHNICAL INFORMATION

Ameristar Perimeter Security USA Inc claims proprietry rights to the material disclosed hereon.

This drawing and/or technical information is issued inconfidence for engineering information only and may not be reproduced or used to manufacture anything shown or referred to hereon without direct written permission from

Ameristar Perimeter Security USA Inc to the user.

This drawing an /or technical information is the property of Ameristar Perimeter Security USA Inc and is loaned for mutual assistance to be returned when its purpose has been served.

LEGACY ID

SHEET 1OF 1

IMPASSE II TRIDENT 2 OR 3 RAIL

CONFIGURATION Un-Exploded458 7 6

DRAWING NUMBER (ALT ID)

3TISO

VOLUME

15507.79 in³

SURFACE AREA

28694.96 in²

SIZE

DATE CREATED

1/2/2019

trasmi

SCALE

1:32

MASS

811.46 lb

MATERIAL

SEE BOM

.06

.03

.02

0.5°

1/8

X.X

X.XX

X.XXX

ANGLES

FRACTIONS

SURFACE FINISH

UNLESS OTHERWISE

SPECIFIED TOLERANCES

INCH

DOCUMENT ID

REV DESCRIPTION DATE ENGINEER

Impasse IIR Rail

(SEE CROSS SECTION BELOW)

Impasse IIR I-Beam Post

2 3/4" [69.9]

Pale (14 Ga.)

Impasse IIR Rail

(12 Ga.)

Base Steel Material

Uniform Zinc Coating (Hot DIp Galvanized)

Phosphate & Conversion Coating

Epoxy Base Coat

" No-Mar" Polyester Powder Finish Coat

Note:

1.) Additional heights available on request.

2.) Third rail optional. (some heights noted require the third rail.)

3.)3"[76.2] x 12 Ga. I-Beam recommended for 7' [2133.6] & 8' [2438.4] heights.

4"[101.6] x 11 Ga. I-Beam recommended for 9' [2743.2] & 10' [3048.0] heights.

Values shown are nominal and not to be used for installation purposes. See product specification for insallation requirements.

Impasse IIR POST Specially formed I-Beam, pre-punched for multiple rail options

Impasse IIR Pale Specially formed high strength corrugated shape;

resists prying or bending; bolt holes recessed to prevent chiseling of bolt head.

Security Fastener Prevents Tampering or removal by common tools

Impasse IIR Rail Specially formed high strength architectural shape; lower lip contoured to carry - Steel Cable and/or Sensor Cables for security.

D-505

DETAILS

FENCE

File details come from the government source that posted it. Updated Apr 22, 2026.