4-POLK ELEMENTARY SYNTHETIC TURF PROJECT - 2026-01-28.pdf

PDF 25 MB Posted Jan 30, 2026

Attached to: RFP26-006 Pivot Synthetic Turf or equivalent or better: -5 locations
Solicitation number: RFP26-006
Issued by: Utah

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Written by GovTribe AI · Feb 3, 2026

Construction Documents for Polk Elementary School Synthetic Turf Conversion

This is a construction document set prepared for the Ogden City School District for the conversion of an existing grass athletic field to synthetic turf at Polk Elementary School located at 2614 Polk Avenue in Ogden, Utah. The project involves the removal and disposal of existing natural grass turf, soil, and irrigation systems; installation of drainage infrastructure on the west side connected to existing storm drain systems; and installation of synthetic turf consisting of Pivot 100 oz field green synthetic turf with a 25mm Brock PBYSR shock pad underlayment. The project includes demolition of existing irrigation valves and lines, with the main irrigation line to be cut and fitted with a shut-off valve and quick coupler/hose bib. White soccer lines will be installed on the synthetic turf field. The construction documents include a general notes and index sheet, demolition plan, layout plan, graphic layout plan, drainage plan, and detailed site specifications covering drainage course requirements, turf installation specifications, irrigation modifications, and grading requirements. The project was checked by Dustin Hislop of Prime Landscape Architecture on January 28, 2026. The Owner's Representative is BDK, represented by Paul Willes.

The project includes detailed specifications for subsurface preparation with geotextile liner, four inches of drainage base stone, two inches of drainage finish stone, and leveling aggregate, with perforated collector pipe integrated into the drainage system. Elevation data and grading notes indicate specific drainage flow requirements and connections to existing infrastructure. The contractor is responsible for verifying existing utility locations through Blue Stakes, maintaining clean site conditions, repairing any damages caused by construction, and coordinating with the landscape architect regarding any discrepancies between plans and field conditions. General construction notes require all work to be completed within the established project timeframe, adherence to applicable codes, and field verification of conditions and dimensions prior to work commencement. Access must be maintained to school parking on the south and east sides during construction, and all demolition debris and waste materials must be legally disposed of with recycling of asphalt, concrete, and metals where possible.

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CONSTRUCTION DOCUMENTS

OGDEN CITY SCHOOL DISTRICT

POLK ELEMENTARY SCHOOL SYNTHETIC TURF CONVERSION

2614 POLK AVE

OGDEN, UTAH 84401

1 2

5 6

9 10

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SDSD

SD SD

LD LD

LDLDLDLDLDLD

JOB NUMBER:

CHECKED BY:

DATE:

10010

HISLOP

01-28-2026

M O

N R

O E

D , O

G D

E N

, U T

O G

D E

N C

O O

L D

I N K I RK H I SLOP

P O

E N

C T

U R

G001

G E

N E

R A

L N

S A

N D

E X

VICINITY MAPSITE MAP

PROJECT AREA

H A

R R

N B

N O

NORTH

SHEET INDEX

G001 GENERAL NOTES & INFORMATION

D100 DEMOLITION PLAN

C100 LAYOUT PLAN

C101 GRAPHIC LAYOUT PLAN

C200 DRAINAGE PLAN

C500 SITE DETAILS

GENERAL SCOPE

1. CONVERT EXISTING GRASS AREA TO SYNTHETIC TURF.

2. REMOVAL & DISPOSAL OF EXISTING NATURAL GRASS TURF AND SOIL & IRRIGATION.

3. REMOVE IRRIGATION, CUT MAIN LINE AND ADD ISOLATION VALVE & QUICK COUPLER/HOSE BIB PER PLAN.

4. INSTALL DRAINAGE PER PLAN, WEST SIDE, TIE INTO EXISTING.

5. BROCK PBYSR 25 MM SHOCK PAD & PIVOT 100 OZ FIELD GREEN PRODUCT.

PROJECT AREA

PROJECT ACCESS ROUTE

GATE #1

GATE #2

E E

POLK AVE

E E

30TH STREET

29TH STREET

28TH STREET

27TH STREET

26TH STREET

25TH STREET

CAPITOL STREET

V A

N B

U R

V E

K S

O N

A V

STAGING AREA

CONCRETE AREA FOR

SMALLER STAGING OR

POSSIBLE TURN AROUND

PRESERVE & PROTECT FENCE, TYP.

' C

OWNER

OGDEN CITY SCHOOL DISTRICT

1950 MONROE BLVD

OGDEN, UTAH 84401

JARED CHERRY

PHONE: 801.430.1293

EMAIL: cherryj@ogdensd.org

TEAM

LANDSCAPE ARCHITECT

PRIME LANDSCAPE ARCHITECTURE

1524 W 3045 S

NIBLEY, UTAH 84321

DUSTIN HISLOP

PHONE: 801.528.2856

EMAIL: dustin.hislop@gmail.com

OWNERS REPRESENTATIVE

BDK

PAUL WILLES

PHONE: 801.897.1378

EMAIL: pwilles@bdkjv.com

BLUESTAKE

1.28.2026

6.0

6.0 6.0

6.0

6.06.06.0

2.52.52.52.5

O O

OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO

WWWWWWWWWWWWWWWWWWWWWWWWWWW

SD SD SD SD SD SD

SDSDSDSDSDSD

D-101

D-102

D-103

D-104

D-105

D-106

CODE DESCRIPTION DETAIL

Demolition

REMOVE EXISTING GRASS SOD & TOPSOIL TO REQUIRED

LEVEL PER DESIGN

PRESERVE & PROTECT CONCRETE EDGE, TYP.

PRESERVE & PROTECT EXISTING DRAINAGE SYSTEM, EXPOSE

AT TIE IN LOCATION

PRESERVE & PROTECT EXISTING RAISED CONCRETE SEAT

WALL

DEMOLISH & REMOVE IRRIGATION VALVES, BOXES AND ANY

LINES EXPOSED DURING EXCAVATION

EXPOSE MAIN LINE, CUT AND INSTALL SHUT OFF VALVE AND

QUICK COUPLER VALVE IN CORNER

D-101

D-102 D-103

D-104

D-105

D-106

JOB NUMBER:

CHECKED BY:

DATE:

10010

HISLOP

01-28-2026

M O

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REFERENCE NOTES SCHEDULE

D100

D E

M O

O N

SCALE:

feet10 20 30

1" = 10'

DEMOLITION NOTES

1. THE CONTRACTOR SHALL REVIEW THE DEMOLITION PLAN AND COMPARE TO EXISTING

CONDITIONS. THE CONTRACTOR SHALL RESOLVE ANY DISCREPANCIES BETWEEN THE

DEMOLITION PLAN AND EXISTING CONDITIONS WITH THE LANDSCAPE ARCHITECT AND/OR

OWNERS REPRESENTATIVE PRIOR TO ANY DEMOLITION ACTIVITIES.

2. THE CONTRACTOR SHALL PROMPTLY REPAIR ANY DAMAGES TO ADJACENT FACILITIES OR

FINISHED CAUSED BY DEMOLITION OR CONSTRUCTION WORK. ALL REPAIRS SHALL BE DONE

AT NO ADDITIONAL COST.

3. THE PROJECT AREA SHALL BE KEPT CLEAN AND FREE OF DEBRIS AND REFUSE AT ALL TIMES.

CONTRACTOR TO REMOVE ALL DEMOLITION DEBRIS FROM SITE IMMEDIATELY UPON

DECONSTRUCTION AND TO ENSURE PROPER AND LEGAL DISPOSAL OF ALL DEMOLITION

MATERIAL.

4. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING

UTILITIES. IF DISCREPANCIES EXIST BETWEEN THE DEMOLITION PLAN AND EXISTING SITE

CONDITIONS, NOTIFY THE OWNER IMMEDIATELY.

5. THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT IMMEDIATELY IF THERE IS

ANY DOUBT AS TO THE REMOVAL OR PRESERVATION OF ANY ELEMENT WITHIN THE PROJECT

AREA.

6. EXISTING UNDERGROUND INSTALLATIONS AND PRIVATE UTILITIES SHOWN ON THE

DEMOLITION PLAN ARE APPROXIMATE LOCATIONS. THE LANDSCAPE ARCHITECT DOES NOT

GUARANTEE THE ACCURACY OF SUCH INFORMATION, BUT PROVIDES IT FOR REFERENCE

ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES PRIOR TO ANY

DEMOLITION ACTIVITIES.

7. THE CONTRACTOR SHALL COORDINATE ALL INFORMATION SHOWN ON DEMOLITION PLAN

WITH ALL OTHER PLANS IN DOCUMENT SET PRIOR TO CONSTRUCTION.

8. CONTRACTOR SHALL SUPPLY BLUE STAKES DIGGING PERMIT.

9. CONTRACTOR TO LEGALLY DISPOSE OF ALL WASTE AND DEBRIS.

10. RECYCLE ASPHALT, CONCRETE, METALS, ETC. WHERE POSSIBLE.

PROJECT LIMITS

O O

OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO

WWWWWWWWWWWWWWWWWWWWWWWWWWW

SD SD SD SD SD SD

SDSDSDSDSDSD

99'-9"

89'-8" 25'-1"

1' -0

89'-6"

'-1 1"

'-6

177'-3"

R3'-0"

R3' -0"

144'-0"

'-0

10'-0"

'-0

25'-0"

2 2

EXISTING FREESTANDING

SEAT WALL

R16'-0"

CODE DESCRIPTION DETAIL

WHITE PIVOT 100 OZ 4" SYNTHETIC TURF SOCCER LINE, TYP.

WITH 25MM BROCK PBYSR SHOCK PAD BELOW

7/C500

FIELD GREEN PIVOT 100 OZ SYNTHETIC TURF, TYP. WITH

25MM BROCK PBYSR SHOCK PAD BELOW

7/C500

CATCH BASIN BELOW TURF.

SEW IN PURPLE THREAD AT EACH CORNER OF TURF THAT

ALIGNS WITH LID FOR FUTURE LOCATION IDENTIFICATION IF

NEEDED

2/C500

INSTALL DOUBLE COMBOX WITH IRRIGATION SHUT OFF

VALVE, QUICK COUPLER AND TRADITIONAL HOSE BIB

ACCESS INSIDE

3/C500

JOB NUMBER:

CHECKED BY:

DATE:

10010

HISLOP

01-28-2026

M O

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P O

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N O

GENERAL NOTES

1. NO WORK IS TO BEGIN UNTIL ALL NECESSARY PERMITS HAVE BEEN

OBTAINED. GENERAL CONTRACTOR TO OBTAIN AND PAY FOR ALL

NECESSARY PERMITS.

2. REQUIREMENTS SHOWN ON SITE PLAN SHALL GOVERN. GENERAL

CONTRACTOR SHALL POINT OUT ANY DISCREPANCIES PRIOR TO

CONSTRUCTION.

3. ENTIRE INSTALLATION SHALL MEET ALL APPLICABLE CODES.

4. CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND DIMENSIONS ON-SITE.

5. GENERAL CONTRACTOR TO PROVIDE ALL EQUIPMENT AND PERSONNEL

REQUIRED FOR FINAL CHECKOUT OF ALL FACILITIES BY OWNER'S

REPRESENTATIVE.

6. GENERAL CONTRACTOR TO KEEP THE PROJECT SITE NEAT AND ORDERLY .

GENERAL YARD CLEAN UP SHALL BE CONDUCTED AT THE END OF EACH DAY

AND SHALL MEET THE APPROVAL OF THE OWNER'S REPRESENTATIVE PRIOR

TO PROJECT COMPLETION.

7. ALL CONSTRUCTION MUST HAPPEN WITHIN PROJECT TIMEFRAME.

8. WHERE THERE IS A CONFLICT BETWEEN THESE PLANS AND THE

SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE HIGHER QUALITY

STANDARD SHALL APPLY.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADS AND

WALKWAYS FREE AND CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT

FROM THE SITE.

10. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED

FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN,

CONTACT THE LANDSCAPE ARCHITECT FOR CLARIFICATION, AND ANNOTATE

THE DIMENSION ON THE AS-BUILT RECORD DRAWINGS.

11. CONTRACTOR TO MAINTAIN ACCESS DURING CONSTRUCTION TO SCHOOL

PARKING ON SOUTH AND EAST SIDES OF SITE.

12. CONTRACTOR SHALL BLUESTAKE SITE PRIOR TO STARTING ANY EXCAVATION.

13. CLEAN AND REPAIR ALL DEBRIS AND DAMAGES CAUSED BY CONSTRUCTION

OPERATIONS.

14. DIMENSIONS ARE TAKEN OFF AS-BUILT PLANS.

REFERENCE NOTES SCEHDULE

C100

O U

T P

SCALE:

feet10 20 30

1" = 10'

PROJECT LIMITS

JOB NUMBER:

CHECKED BY:

DATE:

10010

HISLOP

01-28-2026

M O

N R

O E

D , O

G D

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, U T

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D E

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I N K I RK H I SLOP

P O

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C T

U R

N O

C101

G R

A P

L A

Y O

U T

SCALE:

feet10 20 30

1" = 10'

PROJECT LIMITS

4" WHITE SOCCER LINE, TYP.

FIELD GREEN

PIVOT TURF

100 OZ

FIELD GREEN

PIVOT TURF

100 OZ

FIELD GREEN

PIVOT TURF

100 OZ

FIELD GREEN

PIVOT TURF

100 OZ

O O

OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO

WWWWWWWWWWWWWWWWWWWWWWWWWWW

SD SD SD SD SD SD

SDSDSDSDSDSD

32.12 EX

29.11 TG

INV 25.40

32.23 EX

32.42 EX

32.22 EX

32.47 EX32.47 EX

32.34 EX

32.20 EX

33.00 EX

SDSDSDSDSDSDSDSDSDSDSDSDSDSDSD

IRLIRLIRLIRLIRLIRLIRLIRLIRLIRLIRLIRLIRLIRLIRLIRLIRLIRLIRLIRLIRLIRLIRLIRLIRLIRLIRLIRL

8" PERFORATED ADS PIPE @ .25 SLOPE

.25%

USE INSERTA TEE ONEFIT

LATERAL CONNECTION TO TIE

INTO EXISTING 15" ADS HP PIPE

29.00 FL

26.64 FL INV. OUT

EXPOSE EXISTING DRAIN PIPE TO TIE IN

GENERAL GRADING NOTES

1. STRIP ALL NATURAL GRASS AND EXCAVATE TOPSOIL TO REQUIRED DEPTH FORDRAINAGE COURSE, PAD, NAILER & TURF.

2. MATCH GRADES TO ALL EXISTING CONCRETE WALKS FOR SMOOTH TRANSITION.3. SLOPE SHOULD TRANSITION UP TO THE WALL ON THE WEST WHERE TO MATCHCURRENT GRADES.

FLOW LINE BASED ON ESTIMATED ELEVATIONS

SEE DETAIL 1/C500

JOB NUMBER:

CHECKED BY:

DATE:

10010

HISLOP

01-28-2026

M O

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GRADING NOTES

1. NO WORK IS TO BEGIN UNTIL ALL NECESSARY PERMITS HAVE BEEN

OBTAINED. GENERAL CONTRACTOR TO OBTAIN AND PAY FOR ALL

NECESSARY PERMITS.

2. ALL ELEVATIONS SHALL BE TIED TO EXISTING ON SITE ELEVATIONS.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR ON-SITE VERIFICATION OF

EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF ANY WORK AND

IMMEDIATELY REPORT ANY DISCREPANCIES TO LANDSCAPE ARCHITECT.

4. PRIOR TO ANY WORK, VERIFY LOCATION OF EXISTING UNDERGROUND

UTILITIES.

5. CUT AND CAP IRRIGATION MAIN UTILITY LINE AS SHOWN ON PLANS.

6. VERIFY IRRIGATION WIRES AND COORDINATE WITH OWNER PRIOR TO

CUTTING LINES.

7. CONTRACTOR SHALL REPAIR DAMAGES CAUSED BY OPERATIONS TO

OWNERS SATISFACTION.

8. PROVIDE SMOOTH GRADE TRANSITION WHERE NEW MEETS EXISTING.

9. COMPACT & ROLL FIELD PER SPECIFICATIONS, CHECK FOR SOFT SPOTS WITH

OWNER PRIOR TO INSTALLING BASE DRAINAGE GRAVEL MATERIAL.

C200

D R

A G

E P

SCALE:

feet10 20 30

1" = 10'

PROJECT LIMITS

JOB NUMBER:

CHECKED BY:

DATE:

10010

HISLOP

01-28-2026

M O

N R

O E

D , O

G D

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D E

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I N K I RK H I SLOP

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C500

E D

S = 2.0% S = 0.5%

EXISTING CONCRETE EDGE

2"X4" PRESSURE TREATED WOOD

NAILER (ATTACH TURF WITH NAILS,

SCREWS, OR STAPLES)

NOTE:

· IF SUBGRADE IS COMPACTED DURING CONSTRUCTION,

RECONDITION SUBGRADE TO MINIMUM OF 8" DEPTH SCARIFY &

COMPACT TO 90% COMPACTION.

SYNTHETIC TURF PIVOT 100 OZ

3/8" OR 1/4" CLEAN ANGULAR DRAINAGE

AGGREGATE FOR LEVELING AND STABILITY

2" DRAINAGE FINISH STONE (3/8"

MINUS CLEAN, ANGULAR)

4" DRAINAGE BASE STONE (3/4" CLEAN

COARSE FRACTURED ANGULAR)

2'-4"

1- 1 2"

COMPACTED SUBGRADE

INSTALL GEOTEXTILE LINER

OVER SUBGRADE & THRU

TRENCHES

TYPICAL SECTION DETAIL

3/4" = 1'-0"

PERFORATED COLLECTOR

PIPE, SEE PLANS FOR SIZES

BROCK PBYSR 25MM SHOCK PAD

P-ED-POL-11

GLUE TURF TO STEEL LID

AREA DRAIN

3/4" = 1'-0"

EXISTING STORM

DRAIN PIPE, SEE PLAN

FOR LOCATION

EXISTING STEEL GRATE AND GRATE

FRAME

25 MM BROCK PBYSR SHOCK PAD

GEOTEXTILE LINER

NAILER

4" DRAINAGE

2" DRAINAGE

P-ED-POL-10

RUN IRRIGATION MAIN INTO COMBOX

NOTES:

1. INSTALL AT CORNER OF FIELD WHERE IRRIGATION MAIN IS LOCATED.

2. PROVIDE CLEAN ACCESS TO SHUT OFF VALVE FROM ONE LID AND QUICK

COUPLER & HOSE BIB FROM THE OTHER LID.

3. GRAVEL BED IN COM BOX SHALL BE CLEAN, WASHED PEA GRAVEL.

4. PROVIDE PROPER COMPACTION AROUND AND UNDER COMBOX.

SITE IRRIGATION COMBOX

3/4" = 1'-0"

NAILER

GLUE TURF TO LID, TYP.

TURF PAD SYSTEM

PIVOT TURF

P-ED-POL-13

6" M

4 63 5

ISOLATION BALL VALVE

1 1/2" = 1'-0"

TOE NIPPLE (TYP.)1

BRICK PAVERS (TYP.)2

CLOSE NIPPLE (TYP.)3

3/4" ROCK4

ISOLATION BALL VALVE5

PVC SCH. 80 UNION. SIZE AS

REQUIRED (TYP.)

PVC MAINLINE7

P-ED-POL-14

45°

QUICK COUPLER VALVE

NTS

1 2 3

NOTES:

1. A QUICK COUPLING VALVE SHALL BE

INSTALLED ON ALL MAIN LINES

IMMEDIATELY AFTER THE BACKFLOW

PREVENTION DEVICE. IN ADDITION, A QUICK

COUPLING VALVE SHALL BE INSTALLED AT

VALVE BOX CLUSTERS PER PLANS (SEE

VALVE MANIFOLD DETAILS). ALL QUICK

COUPLER VALVES SHALL BE INSTALLED IN

A 10" ROUND VALVE BOX.

2. ALL QUICK COUPLING VALVE KEYS SHALL

HAVE A HOSE SWIVEL ATTACHED TO THE

KEY. ONE KEY TO BE TURNED OVER TO THE

CITY PARKS DEPARTMENT AT COMPLETION

OF THE PROJECT.

FINISH GRADE1

10" ROUND VALVE BOX2

QUICK COUPLER VALVE3

3/4" MINUS GRAVEL4

FACTORY MFG SWING JOINT5

MAIN LINE TEE OR ELL6

MAIN LINE PIPE7

P-ED-POL-15

BROCK YSR 25MM SHOCK PAD

2" DRAINAGE FINISH STONE (3/8" MINUS CLEAN ANGULAR)

4" DRAINAGE BASE STONE (3/4" CLEAN

COARSE FRACTURED ANGULAR)

COMPACTED SUBGRADE

GEOTEXTILE LINER

NOTES:

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S

SPECIFICATIONS

TURF FIELD PROFILE

1/8" = 1'-0"

SYNTHETIC TURF - 100 OZ PIVOT

GEOTEXTILE LINER

P-ED-NEW-12

HOSE BIB VALVE

NTS

NOTES:

1. A HOSE BIB VALVE SHALL BE INSTALLED ON MAIN

LINES AS SHOWN ON PLANS .

2. ENSURE SECURE AND STABLE SUPPORT TO PREVENT

BREAKING.

3. COORDINATE WITH OWNER PRIOR TO INSTALLATION.

PVC PRESSURE LINE

PVC TEE OR ELL

GALVANIZED ELLS &

NIPPLES AS REQUIRED

1/2" X 36" GALVANIZED PIPE STAKE

GALVANIZED RISER AS

REQUIRED, INLET SIZE

DIAMETER

INVERTED NOSE HOSE BIB W/

LOOSE KEY FACING FIELD

FINISH GRADE

STAINLESS STEEL CLAMPS

AT TWO PLACES

P-ED-POL-16

X12

VEST

A100

MOTHER

A127A

COMMONS

A129

A130

ELEV #1

TEACHERS

ROOM

A131

COLLABORATION

A132

CLASSROOM

A133

CLASSROOM

A134CLASSROOM

A135

BOYS

A136

GIRLS

A137

ELEC

A140

INTERVENTION

A139

IDF

A138

CORRIDOR

A141

A142

STAIR #5

FAC.

A143

GIRLS

A144

BOYS

A145

ELEC

B143

IDF

A147

COLLABORATION

A150

INTERVENTION

A149

CLASSROOM

A151

CLASSROOM

A152

CLASSROOM

A153

TEACHERS

ROOM

A154

VEST

A155

A156

STAIR #6

MECHANICAL

YARD

Y100

PUMP

ROOM

A160

OUTDOOR

STORAGE

A159

ELEC

A157

A158

A161

RECEIVING

A162

OFFICE

A162A

KITCHEN

A163

DRY

STORAGE

A163B

OFFICE

A163A

COOLER/

REFRIDGE

A163C

WARE

WASH

A163D

A163E

GIRLS

A164

BOYS

A165

CUST.

A166

SERVERY

A167

CUST.

A167A

MULTI

PURPOSE

A168

STORAGE

A168A

STOR

A168C

PLATFORM

A168B

RAMP

A168D

STOR

A168E

STOR

A168F

A170

STAIR #4

EMR

A169

N10

NC NE

A B D C

2 3

5 6

8 9

2 3

5 6

8 9

3 4

7 8

3 4

7 8

A B D C

O O

O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O

O O

O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O

LOADING ZONE

O O

SS SS

FND MON 2700S 1400E

CP 100 RWC

CP 103 RWC

IJB

EJB EJB

III

I I I

III

III III

III

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

I II

I I I

I I I I I I

III

CONDENSATION

BLOW OFF PIPE

CP 101 MAG

IIIIIIIIIIIIIIIIII

III

IIIIIIIII

SD SD

9.3'

X12

VEST

A100

MOTHER

A127A

COMMONS

A129

A130

ELEV #1

TEACHERS

ROOM

A131

COLLABORATION

A132

CLASSROOM

A133

CLASSROOM

A134CLASSROOM

A135

BOYS

A136

GIRLS

A137

ELEC

A140

INTERVENTION

A139

IDF

A138

CORRIDOR

A141

A142

STAIR #5

FAC.

A143

GIRLS

A144

BOYS

A145

ELEC

B143

IDF

A147

COLLABORATION

A150

INTERVENTION

A149

CLASSROOM

A151

CLASSROOM

A152

CLASSROOM

A153

TEACHERS

ROOM

A154

VEST

A155

A156

STAIR #6

MECHANICAL

YARD

Y100

PUMP

ROOM

A160

OUTDOOR

STORAGE

A159

ELEC

A157

A158

A161

RECEIVING

A162

OFFICE

A162A

KITCHEN

A163

DRY

STORAGE

A163B

OFFICE

A163A

COOLER/

REFRIDGE

A163C

WARE

WASH

A163D

A163E

GIRLS

A164

BOYS

A165

CUST.

A166

SERVERY

A167

CUST.

A167A

MULTI

PURPOSE

A168

STORAGE

A168A

STOR

A168C

PLATFORM

A168B

RAMP

A168D

STOR

A168E

STOR

A168F

A170

STAIR #4

EMR

A169

N10

NC NE

A B D C

2 3

5 6

8 9

2 3

5 6

8 9

3 4

7 8

3 4

7 8

A B D C

N: 3602916.73 E: 1518230.89

N: 3602913.63 E: 1518365.63

S8 8°

' 5

6.7 7"

4.7 7'

N: 3602913.50 E: 1518371.63

N: 3602912.27 E: 1518424.95

N: 3602920.67 E: 1518440.87

N: 3602955.40 E: 1518447.79

N: 3602952.31 E: 1518417.84

N: 3602959.14 E: 1518383.69

N8 8°

' 5

6.7 1"

.33

S62° 11' 39.60"W 18.00'

S11° 15' 49.29"W 35.42'

90°'

24" COLLECTING CURB & GUTTER PER DETAIL

4/CP501

CONCRETE SIDEWALK PER DETAIL 6/CP501.

SEE OGDEN CITY STANDARD DRAWING RD-4

HEAVY DUTY ASPHALT PAVEMENT SECTION

PER DETAIL 2/CP501

ASPHALT PATCH PER OGDEN CITY STANDARD

DRAWING RD-2

REFER TO LANDSCAPE PLANS

RESTORE PAVEMENT STRIPING/MARKINGS

DISTURBED BY CONSTRUCTION

24" SHEDDING CURB & GUTTER PER DETAIL

3/CP501

DRIVE APPROACH PER OGDEN CITY

STANDARD DRAWING RD-7

TRUNCATED DOME REFER TO DETAIL 4/CP502

BIKE RACK SEE ARCHITECTURAL PLANS

FENCE SEE ARCHITECTURAL PLANS

GEOFOAM RETAINING WALL SEE DETAIL

1/CP502

MIDBLOCK CURB CUT ASSEMBLY PER APWA

STD PLAN 236 EXAMPLE 1

4" SKIPPED WHITE PAVEMENT STRIPING

4" SOLID WHITE PAVEMENT MARKING

12" WHITE STOP PAVEMENT STRIPING BAR

CONCRETE STEPS PER DETAIL 5/CP502

ADA PARKING STALL PER OGDEN SCHOOL

DISTRICT STANDARD PAINTING TEMPLATE

NO PARKING STRIPING 4" WHITE 3' O.C.

FIRE ACCESS GATE SEE ARCHITECTURAL

PLANS

STOP SIGN PER MUTCD R1-1 AND R3-5R.

REFER TO DETAIL 12/CP501

YELLOW PAINTED TEXT FOR LOADING ZONE,

COORDINATE FONT AND LOCATION WITH

OGDEN SCHOOL DISTRICT. PAINT CURB

YELLOW ALONG LOADING ZONES

REPAINT EXISTING CURB RED

15" WHITE CROSSWALK STRIPING

WHITE PAVEMENT MARKING

MOUNTABLE CURB DRIVE APPROACH PER

APWA STD PLAN 216

NO PARKING ANYTIME LEFT ARROW 12"X18"

SIGN (R7-1). SEE DETAIL 13/CP501 FOR POST

AND FOUNDATION.

NO PARKING ANYTIME RIGHT ARROW 12"X18"

SIGN (R7-1). SEE DETAIL 13/CP501 FOR POST

AND FOUNDATION

NO PARKING ANYTIME DUAL ARROW12"X18"

SIGN (R7-1). SEE DETAIL 13/CP501 FOR POST

AND FOUNDATION

PAINT CURB RED BETWEEN R7-1 SIGNS TO

INDICATE NO PARKING

DO NOT ENTER SIGN (R5-1) FACING POLK

AVENUE. SEE DETAIL 13/CP501 FOR POST AND

FOUNDATION

NO PARKING LOADING ZONE 12"X18" SIGN

(R7-6). SEE DETAIL 13/CP501 FOR POST AND

FOUNDATION

FIRE ACCESS SIGN (WWW.SAFETYSIGN.COM

ITEM # X2479). SEE DETAIL 13/CP501 FOR POST

AND FOUNDATION

ADA VAN ACCESSIBLE PARKING SIGN PER

DETAIL 11/CP501

THICKENED EDGE HEAVY DUTY CONCRETE

PER DETAIL 8/CP501

BOLLARD SEE DETAIL 10/CP501

MOW STRIP AND FENCE SEE ARCHITECTURAL

PLANS

FLAGPOLE SEE ARCHITECTURAL PLANS

MONUMENT SIGN SEE ARCHITECTURAL PLANS

RAMP WALL SEE DETAIL14/CP501

RETAINING WALL PER DETAIL 3/CP502

24" WATERWAY PER DETAIL 9/CP501

CURB CUT ADA RAMP FOR VAN ACCESSIBLE

PARKING STALLS PER DETAIL 6/CP502

FIRE LANE CONCRETE PAVEMENT PER DETAIL

8/CP501

SEE ARCHITECTURAL PLANS

LIGHT DUTY ASPHALT PAVEMENT SECTION

PER DETAIL 1/CP501

BUMPER BLOCK PER DETAIL 2/CP502

DRIVE APPROACH PER OGDEN CITY

STANDARD DRAWING RD-6

CURB AND GUTTER IN R.O.W. PER OGDEN CITY

STANDARD DETAILS. MATCH EX. SECTION.

NOT USED

12" SOLID WHITE CROSSWALK STRIPE

TYPICAL YIELD LINE AND SIGN PER UDOT STD

DWG NO. 7

CUSTOM NO PARKING SCHOOL DAY 12"X18"

SIGN. COORDINATE WITH SCHOOL DISTRICT

FOR TEXT/MESSAGE

1 FT TAPER TBC TO FINISHED CONCRETE PER

DETAIL 7/CP501

CHAIN LINK FENCE AND GATE. COORDINATE

WITH DOMINION ENERGY FOR ACTUAL

LOCATION

EXISTING STREET SIGN, SEE DEMO PLAN

I I I

LEGEND

PROPERTY OF REFERENCE

NEW CONCRETE PAVEMENT

NEW ASPHALT PAVEMENT

NEW BULDING

FIRE LANE

"COLLECTING" CURB & GUTTER

"SHEDDING" CURB & GUTTER

EDGE OF ASPHALT

FENCE

SIGN

BOLLARD, SEE 10/CP501

TRUNCATED DOME

(TYP.)

R3 6'R24'

R2 4'

R2 .5'21

7.5

R24'

R2.5'

26' 26'

37'

(TYP.)18

R15'

R5'

9' (T

18' (TYP.)

R7.5

R2.5 'R2.5'

24'

DATE REVISION

PROJECT NUMBER

S R ive rb oa t R d, S te

Sa lt

La ke

C ity

, U T

| P

: 8

| w ww .c rs en gi ne er s.

co m

Y R

O N

P O

U E, O G

, U T

G D

C H

O O

L D

7654321

F E

D C

B A

C O

R M

- M

5, SITE PLAN

CP102

0 20' 40'

A T

C H

L I N

H E

E E

POLK AVE

10.5'

(TYP.)

2 2

48 48

494949

11 12

17 17

EX SIGN

35 35

35 45

(TYP.) 34 (TYP.)34

6' ±6' ± 6' ±

3' ±

17' ±

34' ±

26' ±

69' ±36' ±

RELOCATED

CROSSWALK

SIGN

45 45

55255 2

2 20MAR31 ADDENDUM 2

3 20APRIL07 ADDENDUM 3

EX STOP SIGN

3 4 6

4 6

1. CONTRACTOR TO SUBMIT SCORING AND

JOINT PATTERN TO SCHOOL DISTRICT FOR

APPROVAL PRIOR TO CONSTRUCTION.

2. REFERENCES ARE TO THE 2019 OGDEN CITY

ENGINEERING STANDARDS

6 20MAY20 PR002

5.0

129°'

151°'

84 21MARCH26 ASI033

96 21MAY07 ASI 041

R6 0.5

R3'

R2 4'

124 21OCT04 PR 086

.1'

.5'

51.4'

.6'

8.7'

13.9'

.9'

13.9'

25.1' 89.5' 89.5'

60.1'

.1'

AS-BUILT FOR

REFERENCE ONLY

SSSD

LEGEND

UTILITY MANHOLE

CATCH BASIN

FIRE HYDRANT

WATER VALVE

FIRE LINE

GAS LINE

LAND DRAIN

ROOF DRAIN

STORM DRAIN

SANITARY SEWER

CULINARY WATERLINE

1. CULINARY WATER, STORM DRAIN AND SANITARY

SEWER CONSTRUCTION SHALL COMPLY WITH

OGDEN CITY DESIGN STANDARDS &

SPECIFICATIONS.

2. REFER TO ELECTRICAL PLANS FOR ELECTRICAL

IMPROVEMENTS.

3. REFER TO LANDSCAPE PLANS FOR IRRIGATION

& LANDASCAPING IMPROVEMENTS.

4. REFERENCES ARE TO THE 2019 OGDEN CITY

ENGINEERING STANDARDS

VEST

A100

COMMONS

A129

CORRIDOR

A141

FAC.

A143

VEST

A155

A156

STAIR #6

MECHANICAL

YARD

Y100

PUMP

ROOM

A160

OUTDOOR

STORAGE

A159

ELEC

A157

A158

A161

RECEIVING

A162

OFFICE

A162A

KITCHEN

A163

DRY

STORAGE

A163B

OFFICE

A163A

COOLER/

REFRIDGE

A163C

WARE

WASH

A163D

A163E

GIRLS

A164

BOYS

A165

CUST.

A166

SERVERY

A167

CUST.

A167A

MULTI

PURPOSE

A168

STORAGE

A168A

STOR

A168C

PLATFORM

A168B

RAMP

A168D

STOR

A168E

STOR

A168F

A170

STAIR #4

EMR

A169

A B D C

2 3

5 6

8 9

2 3

5 6

8 9

3 4

7 8

3 4

7 8

A B D C

O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O

O O

O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O

LOADING ZONE

O O

FND MON 2700S 1400E

CP 100 RWC

CP 103 RWC

IJB

III

I I I

III

I III

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

I I I

III

IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR

IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR

IRR IRR IRR IRR IRR IRR IRR IRR

IRR

BCTV

W W W W W W W W W W W W W W W W W W W W W

W W

OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP

IRR IRR IRR IRR IRR IRR

IIIIIIIIIIIIIIIIII

III

IIIIIIIII

SS SS

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

SDSD

SD SD SD SD SD SD SD SD SD

SS SS SS

SDSDSDSD SD

SDSDSD

SD SDSD

" R

.58

EX. SDCO

RIM: 4546.24'

IE(IN-W): 4539.10'

IE(IN-S): 4542.08'

EX. SSMH

RIM: 4544.77'

IE(IN-S): 4534.07'

IE(OUT-N): 4533.97'

IE(IN-E): 4535.87'

EX 12" RCP 8.87 LF @ 1.00%

EX 8" CLAY 378.51 LF @ 1.14%EX. SDMH

RIM: 4548.30'EX. SSMH

RIM: 4548.38'

IE(IN-E): 4538.62'

IE(OUT-W): 4538.52'

IE(IN-S): 4538.52'

IE(OUT-N): 4538.42'

" R

6.3

4 L F

2.4 9 L

EX. SDMH

RIM: 4530.20'

EX. IE(IN-E): 4523.80'

EX. IE(IN-S): 4525.50'

EX. IE(IN-N): 4525.70'

EX. IE(OUT-W): 4523.60'

EX. SSMH

RIM: 4527.63'

IE(IN-E): 4515.83'

IE(IN-W): 4515.73'

EX. SDI

RIM: 4529.44'

IE(OUT-N): 4526.72'

EX. SDI

RIM: 4546.80'

IE(OUT-N): 4542.63'

EX 12" RCP 36.96 LF @ 1.36%

1+50 2+002+503+003+50

4+00

4+50

5+00

5+50

7+007+50

8+00

103+50

104+00

104+50

105+00 105+50

106+00 106+50107+00

107+50

300+00

301+00

302+00

200+00

SDCB #18

RIM: 4532.08'

IE(IN-N):4526.2'

IE(OUT-S):4525.9'

IE(IN-E):4526.2'

15" ADS HP 96.18 LF @ 2.47%

15" ADS HP 26.24 LF @ 0.29%

SDCB #25

RIM: 4529.11'

IE(IN-N):4525.4'

IE(OUT-S):4525.4'

" A

.86

15" RCP 26.87 LF @ 0.21%

SDCB #22

RIM: 4531.33'

IE(IN-N):4524.8'

IE(OUT-SW):4524.6'

SDCB #9

RIM: 4533.06'

IE(IN-N):4525.0'

IE(OUT-S):4525.0'

SDCB #4

RIM: 4543.95'

IE(IN-N):4537.4'

IE(OUT-W):4537.2'

15" ADS HP 27.44 LF @ 0.65% SDCB #1

RIM: 4547.07'

IE(IN-N):4538.8'

IE(OUT-S):4537.8'

SDCB #2

RIM: 4545.41'

IE(IN-N):4539.2'

IE(OUT-S):4539.0'

6" PVC SDR-35 115.56 LF @ 1.14%

6" P

-3

5 1

.86

-7

.33

6" PVC SDR-35 6.97 LF @ -7.33%

6" PVC SDR-35 101.71 LF @ 1.14%

SDCB #13

RIM: 4532.34'

IE(OUT-W):4528.6'

15" RCP 14.15 LF @ 0.29%

15" ADS HP 88.70 LF @ 0.29%

SDCB #16

RIM: 4532.13'

IE(OUT-E):4527.3'

SDCB #14

RIM: 4532.26'

IE(OUT-W):4528.6'

IE(IN-S):4528.6'

SDCB #15

RIM: 4532.26'

IE(OUT-W):4528.6'

15" ADS HP 41.01 LF @ 0.31%

15" ADS HP 112.21 LF @ 0.29%

SDCB #5

RIM: 4544.06'

15" RCP 18.82 LF @ 0.28%

6" PVC SDR-35 64.28 LF @ -7.33%

15" ADS HP 44.44 LF @ 0.52%

SDCB #20

RIM: 4530.50'

IE(OUT-S):4528.5'

15" ADS HP 72.04 LF @ 2.75%SDCB #23

RIM: 4530.54'

IE(IN-N):4526.5'

IE(OUT-SE):4526.3'

15" ADS HP 30.42 LF @ 0.31%

15" ADS HP 107.34 LF @ 0.14%

" A

.84

15" ADS HP 190.54 LF @ 0.12%

" R

3.8 7 L

15" ADS HP 51.57 LF @ 4.60%

8" ADS N-12 18.86 LF @ 4.85%

8" A

-1 2 8

8.4 3 L

8" A

-1 2 6

3.0 9 L

8" ADS N-12 37.89 LF @ 5.14%

SDCB #27

RIM: 4541.04'

IE(OUT-S):4535.8'

SDCB #3

RIM: 4544.88'

IE(OUT-E):4536.4'

STA: 103+75.23

STA: 104+87.44

STA: 5+75.81

STA: 5+01.07

STA: 4+18.14

STA: 6+75.02

SDCB #27

RIM: 4533.53'

IE(IN-N):4525.1'

IE(OUT-S):4525.1'

IE(IN-E):4526.7'

IE(IN-W):4526.7'

15" ADS HP 28.17 LF @ 1.91%

15" ADS HP 52.16 LF @ 0.28%

15" ADS HP 51.68 LF @ 2.52%

W W W W W W W W W W W W W W W W W W W W

LD LD LD LD LD LD LD LD LD LD LD LD

W M

LD LD

SD SD SD

SDCB #28

RIM: 4532.08'

IE(OUT-N):4529.2'

8" ADS N-12 71.75 LF @ 0.77%

END AND PLUG UTILITY 5' OUTSIDE BUILDING

CONNECTION MADE BY MECHANICAL

CONTRACTOR

8"X6" PVC WYE PER OGDEN CITY STANDARD

DRAWING SS-2

CATCH BASIN WITH CURB INLET PER OGDEN

CITY STANDARD DRAWINGS SD-1 AND SD-2

3'X3' PRECAST CONCRETE CATCH BASIN PER

DETAIL 3/CU501

3.5" ORIFICE PLATE ATTACHED TO OUTLET

SIDE OF STRUCTURE PER DETAIL 4/CU501

NEW 8” x 8” HOT TAP CONNECTION TO

EXISTING 8” PVC WATERLINE. OGDEN CITY

WILL PERFORM THE HOT TAP AND FURNISH

THE HOT TAPPING SLEEVE AND GATE VALVE.

COST TO PERFORM THIS WORK WILL BE PAID

FOR THROUGH THE PERMIT W/ OGDEN CITY.

CALL TED BULLOCK (801) 629-8363 TO

COORDINATE / SCHEDULE THIS WORK

NEW 6” x 6” HOT TAP CONNECTION TO

EXISTING 6” C.I. WATERLINE. OGDEN CITY WILL

PERFORM THE HOT TAP AND FURNISH THE

HOT TAPPING SLEEVE AND GATE VALVE. COST

TO PERFORM THIS WORK WILL BE PAID FOR

THROUGH THE PERMIT W/ OGDEN CITY. CALL

TED BULLOCK (801) 629-8363 TO COORDINATE /

SCHEDULE THIS WORK

STORM DRAIN LINE PER DETAIL 1/CU501. SEE

PLAN FOR SIZE

TEE, GATE VALVE, AND THRUST BLOCK PER

OGDEN CITY STANDARD DRAWING W-16. SEE

PLAN FOR SIZE

2" CULINARY WATER METER AND BOX PER

OGDEN CITY STANDARD DRAWING W-4

8" PVC C900 DR-18 WATER SERVICE LINE PER

OGDEN CITY STANDARD DRAWING W-18

FIRE HYDRANT ASSEMBLY PER OGDEN CITY

STANDARD DRAWINGS W-1A AND W-1B

SEWER LINE PER OGDEN CITY STANDARD

DRAWING SS-3

GREASE INTERCEPTOR AND SAMPLING

MANHOLE SEE MECHANICAL PLANS. END AND

PLUG SEWER LINE 5' OUTSIDE SAMPLING

MANHOLE CONNECTION MADE BY

MECHANICAL CONTRACTOR

4" PVC C900 DR-18 CULINARY WATER SERVICE

LINE PER OGDEN CITY STANDARD DRAWING

W-18

DISCONNECT EXISTING STORM DRAIN PIPE

FROM EXISTING STORM DRAIN JUNCTION BOX

STRUCTURE. MAKE NEW PIPE CONNECTION TO

STRUCTURE AND REPAIR / GROUT RESIDUAL

VOID RESULTING FROM THE REMOVAL OF THE

EXISTING STORM DRAIN PIPE WITH

NON-SHRINK GROUT PER OGDEN CITY

STANDARDS

RECONSTRUCT CURB AND GUTTER AND

INSTALL GRATE TO FORM DIPSTONE PER

OGDEN CITY STANDARDS

4" PVC SDR-35 ROOF DRAIN PIPE PER DETAIL

1/CU501

4" TEE AND CLEANOUT

2'X2' PRECAST CONCRETE CATCH BASIN PER

DETAIL 2/CU501

TRANSITION COUPLING AS REQUIRED FOR

ROOF DRAIN CONNECTIONS. SEE PLAN FOR

SIZE

INSERTA TEE FITTING. SEE PLAN FOR SIZE

NOT USED

INSTALL NEW 6' X 4' STORM DRAIN

COMBINATION BOX PER OGDEN CITY

STANDARD PLAN SD-3

STORM DRAIN MANHOLE PER OGDEN CITY

STANDARD DRAWING SD-4

6" PVC SDR-35 ROOF DRAIN PIPE PER DETAIL

1/CU501

8” x 4” TEE (MJ x MJ x FL) W/ THRUST BLOCK, 4” GATE VALVE (FLxFL), AND 4” x 2” COMPANION

FLANGE

6” x 8” INCREASER (FL x MJ)

NOT USED

8” 45° BEND (MJ) W/ THRUST BLOCK

4” 90° BEND (FL x MJ) W/ THRUST BLOCK AND 4” x 2” COMPANION FLANGE

4” x 3” TRANSITION COUPLING

INSTALL 2" IRRIGATION SERVICE CONNECTION

TO EXISTING 4" PVC IRRIGATION WATER LINE

PER SOUTH OGDEN CONSERVATION DISTRICT

STANDARDS. INCLUDES SETTING NEW 2"

METER INSIDE BOX / VAULT. REFER TO

LANDSCAPE PLANS FOR CONTINUATION

NEW GAS METER SEE SHEET P111A

±13 LF18

0 20' 40'

DATE REVISION

PROJECT NUMBER

S R ive rb oa t R d, S te

Sa lt

La ke

C ity

, U T

| P

: 8

| w ww .c rs en gi ne er s.

co m

Y R

O N

P O

U E, O G

, U T

G D

C H

O O

L D

7654321

F E

D C

B A

C O

R M

- M

5, M A

T C

LIN

E S

E E

S H

E E

T C

2 20MAR31 ADDENDUM 2

6 20MAY20 PR002

23 28AUG20 ASI 006

87 21APRIL01 PR 060

±12 LF

±403 LF

UTILITY PLAN

CU102

H S

T R

E E

POLK AVE

EX. 6" STEEL WATERLINE

. 6

" C

LIN

EX. 4" IRRIGATION

. 6

" I

. 4

" I

EX. 12" IRRIGATION

±12 LF

±13 LF

4 5

7 11

±41 LF 11

22 22

±17 LF18 ±18 LF18

21 21

±27 LF18

±77 LF26

28 ±49 LF11

DETENTION BASIN

CAPACITY 12,764 CF

REMOVE OR ABANDON AND PLUG

VEST

A100

COMMONS

A129

CORRIDOR

A141

FAC.

A143

VEST

A155

A156

STAIR #6

MECHANICAL

YARD

Y100

PUMP

ROOM

A160OUTDOOR

STORAGE

A159

ELEC

A157

A158

A161

RECEIVING

A162OFFICE

A162A

KITCHEN

A163

DRY

STORAGE

A163B

OFFICE

A163A

COOLER/

REFRIDGE

A163C

WARE

WASH

A163D

A163E

GIRLS

A164

BOYS

A165

CUST.

A166

SERVERY

A167

CUST.

A167A

MULTI

PURPOSE

A168

STORAGE

A168A

STOR

A168C

PLATFORM

A168B

RAMP

A168D

STOR

A168E

STOR

A168F

A170

STAIR #4

EMR

A169

1 2

5 6

9 10

O O

OOOO

O O

OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO

O O

OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO

O O

OOOO

LOADING ZONE

LOADING ZONE LOADING ZONE

LOADING ZONE

O O

OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO

O O

O O O O O O O O O O O

OOO

O O

OOOO

O O

CP 100 RWC

CP 102 MAG CP 103 RWC

FOB

CP 104 NAIL

FOB

IJB

CP 107 MAG

EJBEJB

EJB

III

II 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

III

IIIII

III

IIIIIIIII

III

I I I

III

IRRIRRIRRIRRIRRIRRIRRIRRIRRIRR

IRR

GGG

W W

IRRIRRIRRIRRIRRIRR

IRRIRRIRRIRRIRRIRRIRR

GAS

CONDENSATION

BLOW OFF PIPE

III

SS SS SS

SDSDSDSDSDSDSDSDSD

SSSSSS

SD SD SD SD

SD SD SD SD SD SD SD

SD SD SD

SDSD SD

" R

6.3

4 L F

2.4 9 L

EX. SDMH

RIM: 4530.20'

EX. IE(IN-E): 4523.80'

EX. IE(IN-S): 4525.50'

EX. IE(IN-N): 4525.70'

EX. IE(OUT-W): 4523.60'

EX. SSMH

EX. SDI

RIM: 4529.44'

IE(OUT-N): 4526.72'

0+00

0+50

1+00

1+50 2+00 2+50 3+00 3+50

4+00

4+50

5+00

5+50

7+00 7+50

8+00

100+00

100+50 101+00 101+50 102+00

102+50

103+00

103+50

104+00

104+50

105+00 105+50

106+00 106+50 107+00

107+50

300+00

301+00

302+00

200+00

SDCB #6

RIM: 4542.40'

IE(OUT-S):4539.8'

SDCB #24

RIM: 4530.63'

IE(OUT-S):4528.4'

15" ADS HP 15.00 LF @ 0.31%

SDCB #21

RIM: 4531.07'

IE(OUT-S):4528.2'

IE(IN-N):4528.4'

SDCB #18

RIM: 4532.08'

IE(IN-N):4526.2'

IE(OUT-S):4525.9'

IE(IN-E):4526.2'

15" ADS HP 96.18 LF @ 2.47%

15" ADS HP 26.24 LF @ 0.29%

SDCB #25

RIM: 4529.11'

IE(IN-N):4525.4'

IE(OUT-S):4525.4'

" A

.86

15" RCP 26.87 LF @ 0.21%

SDCB #22

RIM: 4531.33'

IE(IN-N):4524.8'

IE(OUT-SW):4524.6'

SDCB #9

RIM: 4533.06'

IE(IN-N):4525.0'

IE(OUT-S):4525.0'

SDCB #4

RIM: 4543.95'

IE(IN-N):4537.4'

IE(OUT-W):4537.2'

15" ADS HP 27.44 LF @ 0.65%SDCB #1

RIM: 4547.07'

IE(IN-N):4538.8'

IE(OUT-S):4537.8'

SDCB #2

RIM: 4545.41'

IE(IN-N):4539.2'

IE(OUT-S):4539.0'

15" ADS HP 174.53 LF @ 0.30%

6" PVC SDR-35 115.56 LF @ 1.14%

6" P

-3

5 1

.86

-7

.33

6" PVC SDR-35 6.97 LF @ -7.33%

6" PVC SDR-35 101.71 LF @ 1.14%

SDCB #8

RIM: 4534.00'

IE(IN-E):4527.8'

IE(OUT-W):4527.6'

IE(IN-N):4527.8'

SDCB #7

RIM: 4534.97'

IE(OUT-W):4529.1'

SDCB #13

RIM: 4532.34'

IE(OUT-W):4528.6'

15" RCP 14.15 LF @ 0.29%

15" ADS HP 88.70 LF @ 0.29%

SDCB #16

RIM: 4532.13'

IE(OUT-E):4527.3'

SDCB #11

RIM: 4532.79'

IE(IN-N):4526.4'

IE(OUT-S):4526.4'

IE(IN-E):4526.7'

IE(IN-W):4526.4'

" A

.64

15" ADS HP 49.19 LF @ 0.14%

SDCB #14

RIM: 4532.26'

IE(OUT-W):4528.6'

SDCB #15

RIM: 4532.26'

IE(OUT-W):4528.6'

15" ADS HP 41.01 LF @ 0.31%

15" ADS HP 112.21 LF @ 0.29%

SDCB #26

RIM: 4528.91'

IE(OUT-W):4526.9'

12" ADS HP 32.24 LF @ 0.29%

15" ADS HP 151.49 LF @ 0.29%

SDMH #1

RIM: 4529.25'

IE(IN-E):4526.8'

IE(OUT-S):4526.8'

" A

.16

15" ADS HP 129.70 LF @ 0.31%

15" RCP 18.82 LF @ 0.28%

6" PVC SDR-35 64.28 LF @ -7.33%

15" ADS HP 44.44 LF @ 0.52%

SDCB #20

RIM: 4530.50'

IE(OUT-S):4528.5'

15" ADS HP 72.04 LF @ 2.75%

SDCB #10

RIM: 4532.25'

IE(OUT-E):4530.8'

SDCB #19

RIM: 4531.80'

IE(OUT-E):4528.3'

IE(IN-N):4528.5'

SDCB #17

RIM: 4531.55'

IE(OUT-S):4530.1'

15" ADS HP 19.87 LF @ 7.32%

15" ADS HP 26.09 LF @ 7.20%

SDCB #23

RIM: 4530.54'

IE(IN-N):4526.5'

IE(OUT-SE):4526.3'

SDCB #12

RIM: 4532.84'

IE(OUT-S):4531.4'

15" ADS HP 30.42 LF @ 0.31%

15" ADS HP 107.34 LF @ 0.14%

" A

.84

15" ADS HP 190.54 LF @ 0.12%

15" ADS HP 51.57 LF @ 4.60%

8" ADS N-12 18.86 LF @ 4.85%

8" A

-1 2 8

8.4 3 L

8" A

-1 2 6

3.0 9 L

8" ADS N-12 37.89 LF @ 5.14%

SDCB #27

RIM: 4541.04'

IE(OUT-S):4535.8'

SDCB #3

RIM: 4544.88'

IE(OUT-E):4536.4'

STA: 102+39.56

STA: 103+75.23

STA: 104+87.44

STA: 5+75.81

STA: 5+01.07

STA: 4+18.14

15" ADS HP 34.80 LF @ 12.70%

STA: 6+75.02

SDCB #27

RIM: 4533.53'

IE(IN-N):4525.1'

IE(OUT-S):4525.1'

IE(IN-E):4526.7'

IE(IN-W):4526.7'

15" ADS HP 28.17 LF @ 1.91%

15" ADS HP 52.16 LF @ 0.28%

15" ADS HP 51.68 LF @ 2.52%

WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW

W W

F F

LDLDLDLDLDLDLDLDLDLDLDLD

W M

WWWWWWWWWWW

W M

LDLD

100+00

.78

.91

100+20

.95

.53

100+40

.69

.63

100+60

.65

.87

100+80

.04

.58

101+00

.35

.96

101+20

.11

.34

101+40

.74

.72

101+60

.16

.98

101+80

.87

102+00

.00

102+20

.03

.28

102+40

.34

.42

102+60

.65

.48

102+80

.79

.32

103+00

.23

103+20

.93

103+40

.27

103+60

.46

103+80

.73

.42

104+00

.78

.96

104+20

.86

.50

104+40

.97

.04

104+60

.08

.59

104+80

.53

.13

105+00

.16

.67

105+20

.31

.22

105+40

.58

.20

105+60

.42

.19 105+80

.77

.86

106+00

.13

.52

106+20

.40

.43

106+40

.45

.34

106+60

.42

.06

106+80

.69

.48

107+00

.05

.09

107+20

.30

107+40

.34

107+60 107+70

STA: 107+19.42

SDCB #22

RIM: 4531.33'

IE(IN-N):4524.8'

IE(OUT-SW):4524.6'STA: 106+77.41

SDCB #9

RIM: 4533.06'

IE(IN-N):4525.0'

IE(OUT-S):4525.0'

STA: 103+47.89

SDCB #18

RIM: 4532.08'

IE(IN-N):4526.2'

IE(OUT-S):4525.9'

IE(IN-E):4526.2'

EX. SDMH

RIM: 4530.20'

EX. IE(IN-E): 4523.80'

EX. IE(IN-S): 4525.50'

EX. IE(IN-N): 4525.70'

EX. IE(OUT-W): 4523.60'

STA: 101+89.35

SDCB #11

RIM: 4532.79'

IE(IN-N):4526.4'

IE(OUT-S):4526.4'

IE(IN-E):4526.7'

IE(IN-W):4526.4'

STA: 100+00.00

SDCB #26

RIM: 4528.91'

IE(OUT-W):4526.9'

STA: 100+35.23

SDMH #1

RIM: 4529.25'

IE(IN-E):4526.8'

IE(OUT-S):4526.8'

0.8 2'

1.2

STA: 105+29.95

SDCB #25

RIM: 4529.11'

IE(IN-N):4525.4'

IE(OUT-S):4525.4'

STA: 106+96.08

TREATMENT BOX

RIM: 4532.71'

IE(IN-N):4524.9'

IE(OUT-S):4524.9'

IE(IN-NW):4524.9'

STA: 6+75.02

SDCB #27

RIM: 4533.53'

IE(IN-N):4525.1'

IE(OUT-S):4525.1'

IE(IN-E):4526.7'

IE(IN-W):4526.7'

1. CULINARY WATER, STORM DRAIN AND SANITARY

SEWER CONSTRUCTION SHALL COMPLY WITH

OGDEN CITY DESIGN STANDARDS &

SPECIFICATIONS.

2. REFER TO ELECTRICAL PLANS FOR ELECTRICAL

IMPROVEMENTS.

3. REFER TO LANDSCAPE PLANS FOR IRRIGATION

& LANDASCAPING IMPROVEMENTS.

DATE REVISION

PROJECT NUMBER

S R ive rb oa t R d, S te

Sa lt

La ke

C ity

, U T

| P

: 8

| w ww .c rs en gi ne er s.

co m

Y R

O N

P O

U E, O G

, U T

G D

C H

O O

L D

7654321

F E

D C

B A

C O

R M

- M

5, PLAN & PROFILE

CU301

0 20' 40'

SCALE:

CU301

STORM DRAIN PROFILE BEGINNING STA. 100+00

NONE

CU301

CU302

DETENTION BASIN

CAPACITY 12,764 CF

2 20MAR31 ADDENDUM 2

6 20MAY20 PR002

36 18SEPT20 ASI 10

A B

D C

A B

D C

A B

D C

A B

D C

A B

D C

2 3

5 6

8 9

2 3

5 6

8 9

3 4

7 8

3 4

7 8

A B

D C

A B

D C

A B

D C

A B

D C

O O

O O O O

O O

O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O

O O

O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O

O O

O O O O

O O

O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O

O O

OOOOOOOOOOO

O O O

O O

O O O O

O O

I-01

35 35

6.0

2.5 2.5 2.5 2.5

13.91

1�

213.0

1�

36.84

1�

18.25

62.00

1�

724.9

831.1

24.99

20.810

1�

1131.7

20.812

11.013

1�

1412.0

1�

1620.1

1�

173.59

1�

1916.0

1�

208.30

1�

2112.7

1�

2217.4

1�

2330.5

1�

2423.3

1�

2535.2

4�

4�1

4�

4�1

4�

1�

4�

1�

4�

2�

4�

1�

4�1�

4�

1�

4�

1�

4�

1�

4� 1� 1�

4�

1�

4�

2�1

4�1

2�

4�

1�

4�

4� 1�

4�1�

4�

2�

1�

4�

1�

2�

1�

4�

1�

4�

4� 1�

4�

2�

4�

1�

4�

1�

4�

2�

4�

1�

4�

1�

2�

4�

1�

4�

1�

4�

2�

1�1�

4�

1�

4�

1�

4�

35.04

1�

2�

4�

1�

4�

1�

1512.1

1�

4�

1�

4�

1�

4�

2�

4�

S<0BOL 0AN8FACT8RER�0ODEL�DESCRIPTION QT< DETAIL

RaiQ BirG 1804-SA0-PRS-NP 15 SerieV 0PR

TurI SSra\ 4� PoS-8S SSriQNler witK Co-0olGeG :iSer Seal. 1�2�

NPT Female TKreaGeG IQlet. :itK Seal-A-0atiF CKeFN Valve.

PreVVure ReJulatiQJ. NoQ Potable PurSle CaS.

27 B2�LA800

RaiQ BirG 1804-SA0-PRS-NP AD-

TurI SSra\ 4� PoS-8S SSriQNler witK Co-0olGeG :iSer Seal. 1�2�

NPT Female TKreaGeG IQlet. :itK Seal-A-0atiF CKeFN Valve.

PreVVure ReJulatiQJ. NoQ Potable PurSle CaS.

17 B2�LA800

RaiQ BirG R-VAN14 1804-SA0-P45-NP

TurI Rotar\� 8C-14C 45-270 GeJreeV aQG 360 GeJreeV. HaQG

AGMuVtable 0ulti-Stream Rotar\ w�1800 turI VSra\ boG\ oQ 4�

SoS-uS� witK FKeFN valve aQG 45 SVi iQ-Vtem SreVVure reJulator.

1�2� NPT Female TKreaGeG IQlet. :itK NoQ-Potable PurSle CaS.

24 B2�LA800

RaiQ BirG R-VAN18 1804-SA0-P45-NP

TurI Rotar\� 13C-18C 45-270 GeJreeV aQG 360 GeJreeV. HaQG

AGMuVtable 0ulti-Stream Rotar\ w�1800 turI VSra\ boG\ oQ 4�

SoS-uS� witK FKeFN valve aQG 45 SVi iQ-Vtem SreVVure reJulator.

1�2� NPT Female TKreaGeG IQlet. :itK NoQ-Potable PurSle CaS.

16 B2�LA800

RaiQ BirG R-VAN24 1804-SA0-P45-NP

TurI Rotar\� 17C-24C 45-270 GeJreeV aQG 360 GeJreeV. HaQG

AGMuVtable 0ulti-Stream Rotar\ w�1800 turI VSra\ boG\ oQ 4�

SoS-uS� witK FKeFN valve aQG 45 SVi iQ-Vtem SreVVure reJulator.

1�2� NPT Female TKreaGeG IQlet. :itK NoQ-Potable PurSle CaS.

84 B2�LA800

RaiQ BirG R:S-B-C-P 1401

Root :ateriQJ S\Vtem witK 4.0� Giameter [ 36.0� loQJ witK loFNiQJ

Jrate� Vemi-riJiG meVK tube. CKeFN Valve aQG PurSle *rate. RaiQ

BirG bubbler oStioQ aV iQGiFateG� 1401 0.25 *P0� 1402 0.5 *P0�

1404 1.0 *P0� 1408 2.0 *P0.

50 A6�LA800

S<0BOL 0AN8FACT8RER�0ODEL�DESCRIPTION QT< RADI8S DETAIL

RaiQ BirG 5004-SA0-R-NP-PC�FC-0PR

TurI Rotor� 4� PoS-8S� PlaVtiF RiVer� 0atFKeG PreFiSitatioQ Rotor

�0PR Qozzle�. ArF aQG RaGiuV aV Ser S\mbol. 25 It reG� 30

It JreeQ� 35It beiJe. :itK Seal-A-0atiF CKeFN Valve� aQG

NoQ-Potable PurSle Cover. PreVVure ReJulatiQJ.

1 25

B3�LA800

RaiQ BirG 5004-SA0-R-NP-PC�FC-0PR

TurI Rotor� 4� PoS-8S� PlaVtiF RiVer� 0atFKeG PreFiSitatioQ Rotor

�0PR Qozzle�. ArF aQG RaGiuV aV Ser S\mbol. 25 It reG� 30

It JreeQ� 35It beiJe. :itK Seal-A-0atiF CKeFN Valve� aQG

NoQ-Potable PurSle Cover. PreVVure ReJulatiQJ.

12 35

B3�LA800

RaiQ BirG 5006-PL-PC� FC-SA0-R-NP

TurI Rotor� 6� PoS-8S witK PlaVtiF RiVer. AGMuVtable aQG Full

CirFle. StaQGarG AQJle Nozzle� IQ-Stem PreVVure ReJulator� aQG

Flow SKut-OII DeviFe. :itK Seal-A-0atiF CKeFN Valve� aQG

NoQ-Potable PurSle Cover.

8 37

B3�LA800

Q TQ FHT

104 6 8

12 15 18

R-VAN14 R-VAN14-360

R-VAN18 R-VAN18-360

R-VAN24 R-VAN24-360

1408140414021401

2.5

BO8LDER.

LOCATION TO BE

APPROVED B<

O:NER

RaiQ BirG 5006-PL-PC� FC-SA0-R-NP

TurI Rotor� 6� PoS-8S witK PlaVtiF RiVer. AGMuVtable aQG Full

CirFle. StaQGarG AQJle Nozzle� IQ-Stem PreVVure ReJulator� aQG

Flow SKut-OII DeviFe. :itK Seal-A-0atiF CKeFN Valve� aQG

NoQ-Potable PurSle Cover.

13 46

B3�LA800

S<0BOL 0AN8FACT8RER�0ODEL�DESCRIPTION QT< DETAIL

RaiQ BirG ;C=-100-PRB-R

:iGe Flow DriS CoQtrol .it Ior CommerFial ASSliFatioQV. PurSle

CaS GeViJQateV Ior ReFlaimeG :ater� NoQ-Potable 8Ve. 1�

PESBR Valve aQG 1� PreVVure ReJulatiQJ 40SVi BaVNet Filter.

0.3-20 *P0.

2 B6�LA800

RaiQ BirG ;C=-150-LCDR

HiJK Flow CoQtrol =oQe .it� Ior LarJe CommerFial DriS =oQeV.

1-1�2� PESB-R SFrubber *lobe Valve witK ViQJle 1-1�2� PreVVure

ReJulatiQJ 40SVi QuiFN-CKeFN BaVNet FilterV. Flow raQJe� 15-62

*P0.

2 B6�LA800

RaiQ BirG 0DCFPCAP

DriSliQe FluVK Valve SurSle FaS iQ FomSreVVioQ IittiQJ FouSler.

For QoQ-Sotable water uVe.

8 A3�LA800

RaiQ BirG ARV050

1�2� Air RelieI Valve� maGe oI Tualit\ ruVt-SrooI materialV� witK a

6.0� GriS valve bo[ �SEB 7;B emitter bo[�. 8Ve witK iQVtallatioQ below Voil. TKe valve will allow air to eVFaSe tKe SiSeliQe� tKuV

SreveQtiQJ water Kammer or bloFNaJe.

8 A2�LA800

RaiQ BirG OPERIND

DriS S\Vtem OSeratioQ IQGiFator� Vtem riVeV 6� Ior Flear viVibilit\ wKeQ GriS V\Vtem iV FKarJeG to a miQimum oI 20SVi. IQFluGeV 16� oI 1�4� GiVtributioQ tubiQJ witK FoQQeFtioQ IittiQJ Sre-iQVtalleG.

8 A4�LA800

Area to ReFeive DriSliQe

RaiQ BirG ;FS-CV-09-18-NP

;FS-CV NoQ Sotable Sub-SurIaFe aQG OQ-SurIaFe LaQGVFaSe

DriSliQe witK a Heav\-Dut\ 4.3 SVi CKeFN Valve. 0.9 *PH emitterV at 18� O.C. DriSliQe lateralV VSaFeG at 18� aSart� w� emitterV oIIVet

Ior triaQJular SatterQ. SSeFiI\ ;F iQVert IittiQJV.

4�733 l.I. A1�LA800

S<0BOL 0AN8FACT8RER�0ODEL�DESCRIPTION QT< DETAIL

RaiQ BirG PEB-PRS-D-NP-HAN

1�� 1-1�2�� 2� PlaVtiF IQGuVtrial ValveV. Low Flow OSeratiQJ

CaSabilit\� *lobe CoQIiJuratioQ. :itK PreVVure ReJulator 0oGule� aQG PurSle Flow HaQGle Ior NoQ-Potable :ater 8Ve.

20 D1�LA800

RaiQ BirG 5-NP

1� BraVV QuiFN-CouSliQJ Valve� witK CorroVioQ-ReViVtaQt

StaiQleVV Steel SSriQJ� LoFNiQJ NoQ-Potable PurSle Rubber

Cover� aQG 1-PieFe BoG\.

1 E2�LA800

NibFo P-619-R: 13 C7�LA801

6.0

NibFo P-619-R:

2� to 12� FaVt iroQ Jate valve� Vame Vize aV maiQliQe SiSe wKere loFateG. ReVilieQt weGJe QoQ-riViQJ Vtem Ilow FoQtrol witK IPS

SuVK-oQ eQGV.

13 C7�LA801

FebFo 860 1-1�4�

ReGuFeG PreVVure BaFNIlow PreveQter

1 A7�LA801

H\GroPoiQt :TO;R-C-H2O48-CH1

18-JauJe aQoGizeG� Sre-aVVembleG� alumiQum baFN SaQel retroIitV iQto aQ\ wall mouQt eQFloVure 18� w [ 18� K [ 10� G or larJer. �e.J.� VIT StroQJbo[ EQFloVure PeGeVtal LD-18S: VerieV�

1 E6�LA800

RaiQ BirG RSD-BE[

RaiQ SeQVor� witK metal latFKiQJ braFNet� e[teQVioQ wire.

1 E7�LA800

NetaIim PKoto DioGe ReJiVter 2

2� 0aVter Valve�Flow SeQVor witK :ater 0eter aQG H\GrauliF

Valve iQ a SiQJle 8Qit. CaVt IroQ witK BaNeG PowGer-CoateG

FiQiVK� 0iQimum :orNiQJ PreVVure 14 SVi. Female PiSe TKreaG�

PKoto DioGe ReJiVter� HiJK FreTueQF\.

1 E1�LA800

RaiQ BirG CLP05VBASC1

5 HP VuFtioQ booVt moGel. 8S to 53 SVi aQG 120 JSm.

1 A6�LA801

RaiQ BirG HS-*-0750-0-S

Flow Rate� 15 k¼³ 1�600 *P0 0.75�-10� LiQe Vize.

1 B6�LA801

:ater 0eter 1-1�2� 1

IrriJatioQ Lateral LiQe� PVC SFKeGule 40 6�238 l.I.

IrriJatioQ 0aiQliQe� PVC SFKeGule 80 1�977 l.I.

PiSe Sleeve� PVC ClaVV 200 SDR 21 1�005 l.I.

Valve Number

Valve Size

Valve Flow

Valve Callout

SEE CIVIL

RELOCATED :ATER 0ETER�

SEE CIVIL

I-01

0 20 0 20

7654321

F E

D C

B A

DATE REVISION

PRO-ECT N80BER

P O

L K

M E

N T

A R

E N

O V

A T

I O

V E

E N

T A

C O

N F

O R

N C

A R

D E

C H

O O

I S

T R

I C

19030

LA701

IRRI*ATION

PLAN

IRRI*ATION LE*END

1. CONTRACTOR SHALL VERIF< STATIC PRESS8RE

AT POINT OF CONNECTION AND OPERATIN*

PRESS8RE AT EACH HEAD AS INDICATED.

INS8FFICIENT PRESS8RE CONCERNS SHALL BE

BRO8*HT TO THE ATTENTION OF THE

LANDSCAPE ARCHITECT I00EDIATEL<.

2. 0A.E THE 0AINLINE CONNECTION TO THE

E;ISTIN* :ATER SERVICE LINE AS REQ8IRED B<

LOCAL 08NICIPALIT< CODES AND ORDINANCES.

3. IRRI*ATION CONTRACTOR SHALL COORDINATE

THE INSTALLATION OF PER0ANENT PO:ER TO

THE CONTROLLERS :ITH O:NER AND

ELECTRICAL CONTRACTOR.

4. PROVIDE AND INSTALL ALL THE

0AN8FACT8RER

S RECO00ENDED S8R*E AND

LI*HTNIN* PROTECTION EQ8IP0ENT ON ALL

CONTROLLERS.

5. NOTIF< LANDSCAPE ARCHITECT I00EDIATEL< IF

IRRI*ATION LA<O8T SHO:S AN< DISCREPANC<

BET:EEN DESI*NED IRRI*ATION S<STE0 AND

ACT8AL SITE CONDITIONS� FOR AN< DECISIONS

:HICH ARE DEE0ED NECESSAR< FOR

AD-8ST0ENT OF DESI*NED S<STE0. NO 0A-OR

CHAN*ES OR S8BSTIT8TIONS SHALL BE 0ADE

TO THE IRRI*ATION S<STE0 :ITHO8T :RITTEN

APPROVAL OF THE LANDSCAPE ARCHITECT.

6. THE CONSTR8CTOR SHALL INSTALL AND AD-8ST

IRRI*ATION HEADS AS NECESSAR< TO ENS8RE

F8LL AND CO0PLETE SPRIN.LER COVERA*E

FOR ALL PLANTED AREAS� FL8SH AND AD-8ST

HEADS TO ENS8RE 0INI0AL OVERTHRO: ONTO

:ALLS� STREETS� OR OTHER HARD S8RFACES.

7. THE IRRI*ATION S<STE0 SHALL BE INSTALLED IN

ACCORDANCE :ITH ALL LOCAL CODES AND

ORDINANCES B< A LICENSED LANDSCAPE

CONTRACTOR AND E;PERIENCED :OR.ERS�

AND ALL PER0ITS SHALL BE OBTAINED AND FEES

PAID B< THE CONTRACTOR.

8. NO CHAN*ES IN 0ATERIALS SHALL BE ALLO:ED

:ITHO8T :RITTEN APPROVAL FRO0 THE

O:NER

S REPRESENTATIVE.

9. THE A8TO0ATIC CONTROLLER SHALL BE

INSTALLED PER 0AN8FACT8RERS

RECO00ENDATIONS. 8SE *ALVANI=ED SLEEVE

FOR ELECTRICAL :IRIN* FRO0 THE

CONTROLLER TO THE 18� BELO: *RADE. THE

PO:ER LINE SHALL BE ENCLOSED AS PER CODE.

10. ENS8RE E;ISTIN* IRRI*ATION SERVICED AREAS

ARE NOT DISR8PTED. ALERT LANDSCAPE

ARCHITECT IF E;ISTIN* IRRI*ATION 8SE

CHAN*ES OR IS NO LON*ER OPERABLE.

File details come from the government source that posted it. Updated Feb 3, 2026.