WS90501000_LS_47_FM_Design_Plans-Sealed.pdf

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THIS PROJECT

VICINITY MAP

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WS90501000

4102 NORTH 113TH DRIVE

LIFT STATION 47 - REDUNDANT FORCE MAIN

WATER SERVICES DEPARTMENT

CITY OF PHOENIX

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MAYOR

CITY COUNCIL

CITY MANAGER

20 E THOMAS ROAD, SUITE 2500

PHOENIX, AZ 85012-3118

(602) 522-7700

CITY ENGINEER

WATER SERVICES DIRECTOR

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KEY MAP

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ROOSEVELT IRRIGATION DISTRICT APPROVAL

7/20/2026

07/21/2026

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CONTRACTOR'S CONTRACT WITH THE CITY OF PHOENIX

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AS REQUIRED TO FULFILL THE OBLIGATIONS OF THE

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ONLY AND MAY NOT BE SHARED WITH OTHERS EXCEPT

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SECTION 2-28, THESE PLANS ARE FOR OFFICIAL USE

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PER THE CITY OF PHOENIX CITY CODE CHAPTER 2,

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PECOS RD

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RAY RD

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BROADWAY RD

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107 AVE

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91 AVE

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99 AVE

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BASELINE RD

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SOUTHERN AVE

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75 AVE

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51 AVE

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59 AVE

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67 AVE

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43 AVE

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83 AVE

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NEW RIVER RD

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HAPPY VALLEY RD

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PINNACLE PK RD

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DYNAMITE BLVD

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LONE MOUNTAIN

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DOVE VALLEY

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CAREFREE HWY

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LOWER BUCKEYE RD

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BUCKEYE RD

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VAN BUREN ST

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MC DOWELL RD

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THOMAS RD

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INDIAN SCHOOL RD

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CAMELBACK RD

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115 AVE

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107 AVE

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91 AVE

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99 AVE

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BETHANY HOME RD

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EL MIRAGE RD

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DUNLAP RD

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PEORIA AVE

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CACTUS RD

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THUNDERBIRD RD

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GREENWAY RD

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DEER VALLEY DR

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BEARDSLEY RD

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UNION HILLS DR

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BELL RD

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GLENDALE AVE

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NORTHERN AVE

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75 AVE

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51 AVE

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59 AVE

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67 AVE

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83 AVE

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JOMAX RD

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DIXILETA DR

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51 AV

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43 AV

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59 AV

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67 AV

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BROADWAY RD

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CHANDLER BLVD

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WARNER RD

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ELLIOT RD

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7 ST

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16 ST

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40 ST

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32 ST

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24 ST

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27 AVE

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19 AVE

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7 AVE

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35 AVE

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GUADALUPE RD

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CHANDLER BLVD

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RAY RD

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WARNER RD

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ELLIOT RD

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PECOS RD

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56 ST

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SOUTHERN AVE

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BASELINE RD

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48 ST

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THUNDERBIRD RD

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UNION HILLS DR

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DEER VALLEY DR

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PINNACLE PK RD

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HAPPY VALLEY RD

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LONE MOUNTAIN

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HONDA BOW RD

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DYNAMITE BLVD

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CAREFREE HWY

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CLOUD RD

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ROCKAWAY HILLS RD

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DESERT HILLS RD

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JOY RANCH RD

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CAVE CREEK RD

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7 ST

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7 AV

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40 ST

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32 ST

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24 ST

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CAMELBACK RD

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INDIAN SCHOOL RD

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MC DOWELL RD

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VAN BUREN ST

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WASHINGTON ST

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BUCKEYE RD

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UNIVERSITY DR

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THOMAS RD

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BELL RD

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SHEA BLVD

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DOUBLETREE

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CACTUS RD

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GREENWAY RD

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JOMAX RD

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DIXILETA DR

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SCOTTSDALE

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BEARDSLEY RD

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DOVE VALLEY

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NORTHERN AVE

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MC DONALD DR

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INDIAN BEND

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56 ST

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64 ST

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TATUM

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SCOTTSDALE

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56 ST

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64 ST

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40 ST

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32 ST

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16 ST

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35 AV

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7 AV

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19 AV

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7 ST

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TATUM

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24 ST

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CIRCLE MOUNTAIN RD

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ARIZONA CANAL

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GRAND CANAL

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HIGHLAND

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CANAL

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WESTERN CANAL

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CANAL

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CROSSCUT CANAL

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CAP CANAL

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LOOP

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LOOP

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LOOP

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NTS

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DATE

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DATE

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APPROVED

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APPROVED

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CITY ENGINEER

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WATER SERVICES DEPARTMENT

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DISTRICT NO 8. KESHA HODGE WASHINGTON

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DISTRICT NO 7. ANNA HERNANDEZ

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DISTRICT NO 6. KEVIN ROBINSON

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DISTRICT NO 5. BETTY GUARDADO

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DISTRICT NO 4. LAURA PASTOR

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DISTRICT NO 3. DEBRA STARK

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DISTRICT NO 2. JIM WARING

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DISTRICT NO 1. ANN O'BRIEN

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ED ZUERCHER

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KATE GALLEGO

AutoCAD SHX Text COP INSPECTION STAMP CITY PROJECT MANAGER CITY INSPECTOR CONTRACTOR DATE OF SUBSTANTIAL COMPLETION DATE OF FINAL ACCEPTANCE AS-BUILT CERTIFICATION I HEREBY CERTIFY THAT THE "RECORD DRAWING" MEASUREMENTS AS SHOWN HEREON WERE MADE UNDER MY SUPERVISION OR AS NOTED AND ARE CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. Registered Engineer/Land Surveyor Registration No. Date

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REGION

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STATE

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PROJECT NO.

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SHEET

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NO.

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TOTAL

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SHEETS

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AS BUILT

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ARIZ.

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WS90501000

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DES:CP

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DR:FDF

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CK:FS

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DATE:09/2026

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ERIC J. FROBERG, PE

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BRANDY A. KELSO, PE

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FARIYA

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SHARIF

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107TH AVENUE

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108TH AVENUE

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109TH AVENUE

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111TH AVENUE

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113TH DRIVE

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99TH AVENUE

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100TH AVENUE

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103RD AVENUE

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104TH DRIVE

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INDIAN SCHOOL RD.

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INDIAN SCHOOL RD.

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NTS

AutoCAD SHX Text CITY BENCHMARK 3" MCHD BRASS CAP IN A HAND HOLE INTERSECTION OF INDIAN SCHOOL ROAD AND 107TH AVENUE ELEVATION=1020.745 (NVGD29 DATUM)(CITY OF PHOENIX DATUM).

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OR AS SHOWN ON THE PLANS

CITY OF PHOENIX, ARIZONA

STREET TRANSPORTATION DEPARTMENT

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20 E THOMAS ROAD, SUITE 2500

PHOENIX, AZ 85012-3118

(602) 522-7700

SHEET INDEX & NOTES

LS 47 REDUNDANT FORCE MAIN

INDIAN SCHOOL ROAD

WS90501000

CITY OF PHOENIX, ARIZONA

STREET TRANSPORTATION DEPARTMENT

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20 E THOMAS ROAD, SUITE 2500

PHOENIX, AZ 85012-3118

(602) 522-7700

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INDEX NO.

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TITLE

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GENERAL NOTES

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SHEET NO.

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%%UGENERAL

AutoCAD SHX Text 01 G-001 COVER SHEET AND VICINITY MAP G-001 COVER SHEET AND VICINITY MAP COVER SHEET AND VICINITY MAP 02 G-002 INDEX OF SHEETS AND GENERAL NOTES G-002 INDEX OF SHEETS AND GENERAL NOTES INDEX OF SHEETS AND GENERAL NOTES 03 G-003 GENERAL NOTES AND PLAN & PROFILE INDEX MAP G-003 GENERAL NOTES AND PLAN & PROFILE INDEX MAP GENERAL NOTES AND PLAN & PROFILE INDEX MAP 04 G-004 LEGEND, SYMBOLS, AND ABBREVIATIONS G-004 LEGEND, SYMBOLS, AND ABBREVIATIONS LEGEND, SYMBOLS, AND ABBREVIATIONS

AutoCAD SHX Text 05 C-001 STANDARD DETAILS 1 C-001 STANDARD DETAILS 1 STANDARD DETAILS 1 06 C-002 STANDARD DETAILS 2 C-002 STANDARD DETAILS 2 STANDARD DETAILS 2 07 C-003 STANDARD DETAILS 3 C-003 STANDARD DETAILS 3 STANDARD DETAILS 3 08 C-101 SURVEY CONTROL C-101 SURVEY CONTROL SURVEY CONTROL 09 CD-102 DEMOLITION PLAN CD-102 DEMOLITION PLAN DEMOLITION PLAN 10 C-201 LIFT STATION SITE PLAN C-201 LIFT STATION SITE PLAN LIFT STATION SITE PLAN 11 C-202 LIFT STATION SECTION C-202 LIFT STATION SECTION LIFT STATION SECTION 12 C-601 PLAN AND PROFILE 1 C-601 PLAN AND PROFILE 1 PLAN AND PROFILE 1 13 C-602 PLAN AND PROFILE 2 C-602 PLAN AND PROFILE 2 PLAN AND PROFILE 2 14 C-603 PLAN AND PROFILE 3 C-603 PLAN AND PROFILE 3 PLAN AND PROFILE 3 15 C-604 PLAN AND PROFILE 4 C-604 PLAN AND PROFILE 4 PLAN AND PROFILE 4 16 C-605 PLAN AND PROFILE 5 C-605 PLAN AND PROFILE 5 PLAN AND PROFILE 5 17 C-606 PLAN AND PROFILE 6 C-606 PLAN AND PROFILE 6 PLAN AND PROFILE 6 18 C-607 PLAN AND PROFILE 7 C-607 PLAN AND PROFILE 7 PLAN AND PROFILE 7 19 C-608 PLAN AND PROFILE 8 C-608 PLAN AND PROFILE 8 PLAN AND PROFILE 8 20 C-609 PLAN AND PROFILE 9 C-609 PLAN AND PROFILE 9 PLAN AND PROFILE 9 21 C-610 PLAN AND PROFILE 10 C-610 PLAN AND PROFILE 10 PLAN AND PROFILE 10 22 C-611 PLAN AND PROFILE 11 C-611 PLAN AND PROFILE 11 PLAN AND PROFILE 11 23 C-612 PLAN AND PROFILE 12 C-612 PLAN AND PROFILE 12 PLAN AND PROFILE 12 24 C-613 PLAN AND PROFILE 13 C-613 PLAN AND PROFILE 13 PLAN AND PROFILE 13 25 C-614 PLAN AND PROFILE 14 C-614 PLAN AND PROFILE 14 PLAN AND PROFILE 14 26 C-615 PLAN AND PROFILE 15 C-615 PLAN AND PROFILE 15 PLAN AND PROFILE 15 27 C-616 PLAN AND PROFILE 16 C-616 PLAN AND PROFILE 16 PLAN AND PROFILE 16 28 C-617 PLAN AND PROFILE 17 C-617 PLAN AND PROFILE 17 PLAN AND PROFILE 17 29 C-618 PLAN AND PROFILE 18 C-618 PLAN AND PROFILE 18 PLAN AND PROFILE 18 30 C-619 PLAN AND PROFILE 19 C-619 PLAN AND PROFILE 19 PLAN AND PROFILE 19 31 C-620 PLAN AND PROFILE 20 C-620 PLAN AND PROFILE 20 PLAN AND PROFILE 20 32 C-621 CROSS SECTIONSC-621 CROSS SECTIONSCROSS SECTIONS

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%%UCIVIL

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%%UCITY OF PHOENIX SANITARY SEWER GENERAL NOTES

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1. THE INSPECTOR FOR THE CITY SHALL BE NOTIFIED 48 HOURS BEFORE ANY CONSTRUCTION BEGINS. THE INSPECTOR FOR THE CITY SHALL BE NOTIFIED 48 HOURS BEFORE ANY CONSTRUCTION BEGINS. 2. ANY SEWER MAIN 15 INCH IN SIZE OR 12 FEET IN DEPTH, OR GREATER, REQUIRES 5’ MANHOLES. ANY SEWER MAIN 15 INCH IN SIZE OR 12 FEET IN DEPTH, OR GREATER, REQUIRES 5’ MANHOLES. MANHOLES. 3. ALL MANHOLES NEWLY CONSTRUCTED OR EXISTING THAT ARE WORKED IN FOR CONNECTIONS SHALL BE ALL MANHOLES NEWLY CONSTRUCTED OR EXISTING THAT ARE WORKED IN FOR CONNECTIONS SHALL BE PAINTED WITH INSECTICIDE PAINT PER CITY OF PHOENIX SUPPLEMENT TO (MAG) SECTION 627. 4. MANHOLES WITH 60" DIAMETER AND PIPES GREATER THAN 12" REQUIRE COATING PER CITY OF PHOENIX MANHOLES WITH 60" DIAMETER AND PIPES GREATER THAN 12" REQUIRE COATING PER CITY OF PHOENIX SUPPLEMENT 626. ANY EXISTING MANHOLES WITH CORROSION COATING THAT ARE DISTURBED OR ADJUSTED TO NEW FINISH GRADES SHALL HAVE ANY DAMAGED COATING REPAIRED, INCLUDING ALL ADJUSTING RINGS. 5. THIS SET OF PLANS HAS BEEN INITIALLY REVIEWED BY THE CITY OF PHOENIX. SUCH REVIEW IS PART OF THE THIS SET OF PLANS HAS BEEN INITIALLY REVIEWED BY THE CITY OF PHOENIX. SUCH REVIEW IS PART OF THE PROCESS THAT DEVELOPER(S)/CONTRACTOR(S) MUST GO THROUGH IN ORDER TO OBTAIN A CONSTRUCTION PERMIT. THE RESULTS OF SUCH INITIAL REVIEW, HOWEVER, SHALL NOT DICTATE THE CITY OF PHOENIX'S FINAL DETERMINATION AS TO THE ACCEPTABILITY OF THE PLANS, NOR SHALL IT PREVENT THE CITY OF PHOENIX FROM REQUIRING THAT ERRORS AND OMISSIONS, AS FOUND ON PLANS, BE ADDRESSED BY DEVELOPER(S)/CONTRACTOR(S), WHERE SUCH ERRORS AND OMISSIONS CAUSE THE PLANS TO BE IN VIOLATION OF OR INADEQUATE UNDER APPLICABLE FEDERAL/STATE/COUNTY/LOCAL CODES, ORDINANCES, REGULATIONS, OR OTHER LAWS. THIS REVIEWED AND STAMPED SET OF PLANS MUST BE KEPT AT THE CONSTRUCTION SITE AT ALL TIMES. 6. ALL CONSTRUCTION IN CITY OF PHOENIX RIGHT-OF-WAY, OR EASEMENT, IS TO CONFORM TO (MAG) ALL CONSTRUCTION IN CITY OF PHOENIX RIGHT-OF-WAY, OR EASEMENT, IS TO CONFORM TO (MAG) SPECIFICATIONS AND DETAILS AND CITY OF PHOENIX SUPPLEMENT TO (MAG) SPECIFICATIONS AND DETAILS, UNLESS MODIFIED ON THE PLANS. 7. ALL SEWER MAINS MUST HAVE A T.V. INSPECTION BEFORE ACCEPTED AS COMPLETE (SEE CITY OF PHOENIX ALL SEWER MAINS MUST HAVE A T.V. INSPECTION BEFORE ACCEPTED AS COMPLETE (SEE CITY OF PHOENIX SUPPLEMENT TO (MAG) SPECIFICATION SECTION 615.11(C). 8. TRAFFIC REGULATIONS: ALL WORK MUST COMPLY WITH REQUIREMENTS OF THE CURRENT CITY OF PHOENIX TRAFFIC REGULATIONS: ALL WORK MUST COMPLY WITH REQUIREMENTS OF THE CURRENT CITY OF PHOENIX TRAFFIC BARRICADE MANUAL.” 9. THE FOLLOWING (MAG) DETAILS ARE SPECIFICALLY NOT APPROVED: 425 24" ALUMINUM FRAME AND COVER. THE FOLLOWING (MAG) DETAILS ARE SPECIFICALLY NOT APPROVED: 425 24" ALUMINUM FRAME AND COVER. 10. NEW MANHOLES ARE TO BE BUILT WITHOUT STEPS. NEW MANHOLES ARE TO BE BUILT WITHOUT STEPS. 11. COMPACTION SHALL COMPLY WITH (MAG) SECTION 601 & CITY OF PHOENIX SUPPLEMENTS. COMPACTION SHALL COMPLY WITH (MAG) SECTION 601 & CITY OF PHOENIX SUPPLEMENTS. 12. NEW SEWER LINES ARE TO BE BUILT IN ACCORDANCE WITH CITY OF PHOENIX “STANDARD UTILITY LOCATIONS” NEW SEWER LINES ARE TO BE BUILT IN ACCORDANCE WITH CITY OF PHOENIX “STANDARD UTILITY LOCATIONS” STANDARD UTILITY LOCATIONS” . 13. A SIX (6) FOOT MINIMUM HORIZONTAL SEPARATION FROM ANY UNDERGROUND UTILITY SHALL BE PROVIDED A SIX (6) FOOT MINIMUM HORIZONTAL SEPARATION FROM ANY UNDERGROUND UTILITY SHALL BE PROVIDED FOR SEWER MAINS, SEWER SERVICES, WATER MAINS, AND WATER SERVICES. THE MINIMUM HORIZONTAL SEPARATION IS MEASURED FROM OUTSIDE OF SEWER MAIN, SEWER SERVICE, WATER MAIN, OR WATER SERVICE TO OUTSIDE OF UNDERGROUND UTILITY. 14. A ONE (1) FOOT MINIMUM VERTICAL SEPARATION FROM ANY DRY UNDERGROUND UTILITY CROSSING SHALL BE A ONE (1) FOOT MINIMUM VERTICAL SEPARATION FROM ANY DRY UNDERGROUND UTILITY CROSSING SHALL BE PROVIDED FOR SEWER MAINS, SEWER SERVICES, WATER MAINS, AND WATER SERVICES. THE MINIMUM VERTICAL SEPARATION IS MEASURED FROM OUTSIDE OF SEWER MAIN, SEWER SERVICE, WATER MAIN, OR WATER SERVICE TO OUTSIDE OF DRY UNDERGROUND UTILITY. 15. A TWO (2) FOOT MINIMUM VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN ANY SEWER MAIN OR STORM A TWO (2) FOOT MINIMUM VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN ANY SEWER MAIN OR STORM DRAIN MAIN CROSSING A WATER MAIN. THE MINIMUM VERTICAL SEPARATION IS MEASURED FROM OUTSIDE OF WATER MAIN TO OUTSIDE OF SEWER MAIN OR STORM DRAIN MAIN. SEE (MAG) STANDARD DETAIL 404 FOR ADDITIONAL INFORMATION AND/OR PROVISIONS FOR CLEARANCE. 16. EXCEPTIONS OR DEVIATIONS FROM THE ABOVE MINIMUM CLEARANCES MUST BE APPROVED AND SHOWN ON EXCEPTIONS OR DEVIATIONS FROM THE ABOVE MINIMUM CLEARANCES MUST BE APPROVED AND SHOWN ON THE APPROVED WATER AND SEWER PLANS. WHEN UTILITY CONFLICTS ARE FOUND DURING CONSTRUCTION, ALL CHANGES AND REVISIONS MUST BE PRECEDED BY AN APPROVED PLAN REVISION. 17. ANY AND ALL MORE STRINGENT SEPARATION REQUIREMENTS REQUIRED BY FEDERAL, STATE, COUNTY, OR ANY AND ALL MORE STRINGENT SEPARATION REQUIREMENTS REQUIRED BY FEDERAL, STATE, COUNTY, OR LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 18. ANY SEWER LINES THAT ARE INSTALLED WITH LESS THAN .004 FT/FT SLOPE MUST BE INSTALLED USING A ANY SEWER LINES THAT ARE INSTALLED WITH LESS THAN .004 FT/FT SLOPE MUST BE INSTALLED USING A LASER. 19. WHEN DIP SEWER PIPE IS USED, LINING IS REQUIRED PER CITY OF PHOENIX SUPPLEMENT TO (MAG) SEC. WHEN DIP SEWER PIPE IS USED, LINING IS REQUIRED PER CITY OF PHOENIX SUPPLEMENT TO (MAG) SEC. 750.1. 20. CONCRETE OR ASPHALT DAMAGED DURING THE COURSE OF CONSTRUCTION SHALL BE REMOVED AND CONCRETE OR ASPHALT DAMAGED DURING THE COURSE OF CONSTRUCTION SHALL BE REMOVED AND REPLACED IN KIND PRIOR TO FINAL INSPECTION AT NO ADDITIONAL COST TO THE CITY. 21. RECORD DRAWING SUBMITTALS MUST COMPLY WITH WATER SERVICES DEPARTMENT ENGINEERING POLICY P-85. RECORD DRAWING SUBMITTALS MUST COMPLY WITH WATER SERVICES DEPARTMENT ENGINEERING POLICY P-85. A COPY OF THE POLICY CAN BE OBTAINED IN THE DEPARTMENT'S WEBSITE: HTTP://PHOENIX.GOV/WATERSERVICES/DESIGN/ENGPOLICIES/INDEX.HTML 22. "PER CITY OF PHOENIX ORDINANCE G-4396, THESE PLANS ARE FOR OFFICIAL USE ONLY AND MAY NOT BE "PER CITY OF PHOENIX ORDINANCE G-4396, THESE PLANS ARE FOR OFFICIAL USE ONLY AND MAY NOT BE SHARED WITH OTHERS EXCEPT AS REQUIRED FOR THE CONSTRUCTION OF THE PUBLIC WORKS FACILITIES HEREON. THE PROJECT OWNER, AND THE OWNER’S LENDERS, CONSULTANTS, CONTRACTORS AND S LENDERS, CONSULTANTS, CONTRACTORS AND SUBCONTRACTORS ARE PROHIBITED FROM DISCLOSING THE PLANS AND SPECIFICATIONS TO ANY PERSONS OTHER THAN THOSE WHO HAVE A NEED TO KNOW THE INFORMATION FOR THE PURPOSE OF THE PROJECT." 23. A PAVEMENT CUT SURCHARGE SHALL BE ASSESSED ON THIS PROJECT FOR ANY TRENCHING OR POTHOLING IN A PAVEMENT CUT SURCHARGE SHALL BE ASSESSED ON THIS PROJECT FOR ANY TRENCHING OR POTHOLING IN NEW ASPHALT PAVEMENT THAT IS LESS THAN 30 MONTHS OLD. SURCHARGE FEES ASSESSED ARE IN ADDITION TO THE REGULAR PERMIT FEES AND ARE OVER AND ABOVE ANY SPECIAL BACKFILL, COMPACTION, AND PAVEMENT REPLACEMENT STIPULATIONS THAT MAY BE IMPOSED AS A CONDITION OF PERMITTING. PAVEMENT CUT SURCHARGE FEES IS ASSESSED IN ACCORDANCE WITH SECTION 31-38 OF THE PHOENIX CITY CODE. 24. LIFT STATIONS SHALL BE SECURED TO PREVENT TAMPERING AND AFFIX ON ITS EXTERIOR, OR ON THE LIFT STATIONS SHALL BE SECURED TO PREVENT TAMPERING AND AFFIX ON ITS EXTERIOR, OR ON THE NEAREST VERTICAL OBJECT IF THE LIFT STATION IS ENTIRELY BELOW GRADE, AT LEAST ONE WARNING SIGN THAT INCLUDES THE 24-HOUR EMERGENCY PHONE NUMBER OF THE OWNER OR OPERATOR OF THE COLLECTION SYSTEM PER AAC (R18-9-E301.D.5.a). 25. PLAN APPROVAL IS VALID FOR 180 DAYS. PRIOR TO PLAN APPROVAL EXPIRATION, ALL ASSOCIATED PERMITS SHALL BE PURCHASED OR THE PLANS SHALL BE RESUBMITTED FOR EXTENSION OF PLAN APPROVAL. THE EXPIRATION, EXTENSION, AND REINSTATEMENT OF CIVIL ENGINEERING PLANS AND PERMITS SHALL FOLLOW THE SAME GUIDELINES AS THOSE INDICATED IN THE PHOENIX BUILDING CONSTRUCTION CODE ADMINISTRATIVE PROVISIONS SECTION 105.3 FOR BUILDING PERMITS. 26. FOR LOTS FRONTING AN EXISTING SEWER MAIN, SEWER SERVICES SHALL BE CONSTRUCTED BY THE FOR LOTS FRONTING AN EXISTING SEWER MAIN, SEWER SERVICES SHALL BE CONSTRUCTED BY THE CONTRACTOR AFTER PROPER APPLICATION AND PAYMENT OF PREVAILING FEES FOR CITY FORCES TO PROVIDE THE CONNECTION OR “WYE” IN ACCORDANCE WITH WATER SERVICES DEPARTMENT POLICY P-1, SEWER WYE” IN ACCORDANCE WITH WATER SERVICES DEPARTMENT POLICY P-1, SEWER IN ACCORDANCE WITH WATER SERVICES DEPARTMENT POLICY P-1, SEWER ORDINANCE G-2358, SECTION D. FOR INFORMATION, CALL 602-262-6551. 27. THIS PLAN IS APPROVED SUBJECT TO COMPLETION OF SOME LINES LABELED “EXISTING” WHICH HAVE BEEN THIS PLAN IS APPROVED SUBJECT TO COMPLETION OF SOME LINES LABELED “EXISTING” WHICH HAVE BEEN EXISTING” WHICH HAVE BEEN WHICH HAVE BEEN PROPOSED AS A PART OF ANOTHER DEVELOPMENT. THE DEVELOPER OF THIS PROJECT MAY BE REQUIRED TO CONSTRUCT THOSE LINES PER CITY REQUIREMENTS PRIOR TO RECEIVING SERVICE FOR THIS PROJECT

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1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE CONTRACT DRAWINGS, SPECIAL PROVISIONS, TECHNICAL ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE CONTRACT DRAWINGS, SPECIAL PROVISIONS, TECHNICAL SPECIFICATIONS, SUPPLEMENTAL GENERAL CONDITIONS, MARICOPA ASSOCIATION OF GOVERNMENTS (MAG) STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2023 EDITION OR AS NOTED), MAG UNIFORM STANDARD DETAILS FOR PUBLIC WORKS CONSTRUCTION (2023 EDITION OR AS NOTED) AND THE CITY OF PHOENIX STANDARD DETAILS (2021 CITY SUPPLEMENT TO THE 2019 MAG STANDARD DETAILS) AND SPECIFICATIONS (2015 CITY SUPPLEMENT TO THE 2015 MAG SPECIFICATIONS). 2. NEW FORCE MAINS SHALL BE CONSTRUCTED OF MATERIALS IN ACCORDANCE WITH THE SPECIFICATIONS. NEW FORCE MAINS SHALL BE CONSTRUCTED OF MATERIALS IN ACCORDANCE WITH THE SPECIFICATIONS. 3. VALVES SHALL BE OF THE TYPE DESIGNATED ON THE DRAWINGS AND SHALL COMPLY WITH MAG STANDARD SPECIFICATION SECTION VALVES SHALL BE OF THE TYPE DESIGNATED ON THE DRAWINGS AND SHALL COMPLY WITH MAG STANDARD SPECIFICATION SECTION 630 WITH THE EXCEPTION THAT GATE VALVES (14-INCH THROUGH 36-INCH) SHALL BE INSTALLED FOR OPERATION IN THE VERTICAL POSITION. VALVE BOXES AND COVERS ARE REQUIRED FOR ALL GATE VALVES. VALVE BOXES SHALL BE ADJUSTED TO FINISH GRADE. 4. JOINT RESTRAINT SHALL BE PROVIDED AT LOCATIONS SHOWN ON THE DRAWINGS AND AT ALL CHANGES IN PIPELINE DIRECTION, JOINT RESTRAINT SHALL BE PROVIDED AT LOCATIONS SHOWN ON THE DRAWINGS AND AT ALL CHANGES IN PIPELINE DIRECTION, TEES, BENDS, DEAD ENDS AND VALVES. RESTRAINED JOINT LENGTHS SHALL BE IN ACCORDANCE WITH MAG STANDARD DETAIL 303 UNLESS OTHERWISE SHOWN ON THE DRAWINGS OR APPROVED BY THE ENGINEER. CONNECTIONS TO EXISTING FORCE MAINS SHALL INCLUDE THRUST BLOCKS AS REQUIRED PER MAG SPECIFICATION SECTION 610 AND MAG STANDARD DETAIL 380. 5. THE CONTRACTOR SHALL CONFIRM PIPE MATERIAL AT DESIGNATED CONNECTION POINTS PRIOR TO ORDERING FITTINGS. THE CONTRACTOR SHALL CONFIRM PIPE MATERIAL AT DESIGNATED CONNECTION POINTS PRIOR TO ORDERING FITTINGS. 6. ALL NEW FORCE MAINS SHALL BE PRESSURE TESTED PRIOR TO ACCEPTANCE. UNLESS OTHERWISE NOTED IN THE SPECIFICATIONS, ALL NEW FORCE MAINS SHALL BE PRESSURE TESTED PRIOR TO ACCEPTANCE. UNLESS OTHERWISE NOTED IN THE SPECIFICATIONS, PRESSURE TESTING SHALL BE IN ACCORDANCE WITH MAG SPECIFICATION SECTION 611 UNLESS SPECIFICALLY AUTHORIZED BY THE CITY, PRESSURE TESTING AGAINST EXISTING SYSTEM COMPONENTS WILL NOT BE ALLOWED. 7. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE GOVERNING AGENCY'S REQUIREMENTS. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE GOVERNING AGENCY'S REQUIREMENTS. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLANS TO THE GOVERNING AGENCIES AS REQUIRED BY THE AGENCY. 8. CONTRACTOR'S WORK ACTIVITIES SHALL BE SCHEDULED AND PHASED SO AS NOT TO UNDULY IMPEDE OR PREVENT ACCESS TO CONTRACTOR'S WORK ACTIVITIES SHALL BE SCHEDULED AND PHASED SO AS NOT TO UNDULY IMPEDE OR PREVENT ACCESS TO PRIVATE RESIDENCES, PUBLIC FACILITIES, SCHOOLS, OR BUSINESS EXCEPT BY PRIOR WRITTEN AGREEMENT WITH THE IMPACTED OWNER(S) OR OPERATORS. 9. CONCRETE SIDEWALK, CURB, CURB & GUTTER SHALL BE SAWCUT, REMOVED & REPLACED TO THE NEAREST JOINT. CONCRETE SIDEWALK, CURB, CURB & GUTTER SHALL BE SAWCUT, REMOVED & REPLACED TO THE NEAREST JOINT. 10. AS-BUILT DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH WATER SERVICES DEPARTMENT GENERAL NOTE 21 AND AS-BUILT DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH WATER SERVICES DEPARTMENT GENERAL NOTE 21 AND ENGINEERING POLICY P-85. ALL VALVES, HYDRANTS, FITTINGS AND SERVICE CONNECTIONS SHOWN ON CONTRACTOR'S AS-BUILT REDLINES SHALL REFERENCE PROJECT STATIONING. 11. REMOVAL OF ASBESTOS CEMENT PIPE (ACP) SHALL BE ACCOMPLISHED BY A CONTRACTOR LICENSED BY THE STATE OF ARIZONA REMOVAL OF ASBESTOS CEMENT PIPE (ACP) SHALL BE ACCOMPLISHED BY A CONTRACTOR LICENSED BY THE STATE OF ARIZONA REGISTRAR OF CONTRACTORS TO PERFORM ASBESTOS REMOVALS. ALL ASBESTOS REMOVAL, HANDLING AND DISPOSAL SHALL BE IN ACCORDANCE WITH ALL APPLICABLE LOCAL STATE AND FEDERAL LAWS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SAFETY AND ALL NOTIFICATIONS, FEES, TAXES, PERMITS, REGISTRATIONS AND REGULATORY INSPECTIONS AS REQUIRED BY APPLICABLE LAWS. 12. EXISTING UTILITIES AND OTHER FACILITIES HAVE BEEN SHOWN ON THE CONTRACT DRAWINGS BASED ON FIELD SURVEYS, EXISTING EXISTING UTILITIES AND OTHER FACILITIES HAVE BEEN SHOWN ON THE CONTRACT DRAWINGS BASED ON FIELD SURVEYS, EXISTING MAPS, AND OTHER INFORMATION GATHERED BY THE ENGINEER DURING DESIGN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATIONS OF ALL UTILITIES IMPACTING CONSTRUCTION AND PROTECTION OF SAID UTILITIES. IF RELOCATION OF UTILITIES IS REQUIRED, THE CONTRACTOR SHALL COORDINATE THE RELOCATION WITH THE OWNER. UTILITIES DAMAGED BY CONTRACTORS ACTIVITIES SHALL BE REPAIRED WITH NEW MATERIALS AT NO COST TO THE OWNER AND TO THE OWNER'S SATISFACTION. 13. CONTRACTOR SHALL SUPPORT AND PROTECT IN-PLACE UTILITIES WITHIN THE EXCAVATION IN ACCORDANCE WITH MAG CONTRACTOR SHALL SUPPORT AND PROTECT IN-PLACE UTILITIES WITHIN THE EXCAVATION IN ACCORDANCE WITH MAG SPECIFICATIONS, UNLESS OTHERWISE APPROVED IN WRITING BY THE OWNER OF THE UTILITY. 14. EXISTING FEATURES AND FACILITIES WHICH ARE NOT SPECIFICALLY LOCATED WITH HORIZONTAL AND VERTICAL CONTROLS ARE EXISTING FEATURES AND FACILITIES WHICH ARE NOT SPECIFICALLY LOCATED WITH HORIZONTAL AND VERTICAL CONTROLS ARE LOCATED APPROXIMATELY WITH THE BEST AVAILABLE INFORMATION. VARIATIONS BETWEEN PLAN LOCATION AND ACTUAL DIMENSIONS WILL NOT BE A BASIS FOR A MODIFICATION OF THE CONTRACT AMOUNT. 15. WHERE 4-FEET OR MORE OF 12-INCH OR SMALLER ACP WATERLINE IS EXPOSED, THE CONTRACTOR SHALL REMOVE EXPOSED ACP WHERE 4-FEET OR MORE OF 12-INCH OR SMALLER ACP WATERLINE IS EXPOSED, THE CONTRACTOR SHALL REMOVE EXPOSED ACP PER MAG DETAIL 403-3 AND REPLACE WITH CLASS 350 DIP. REPLACEMENT SECTION TO EXTEND 5-FEET MINIMUM BEYOND TRENCH WALL. REFER TO COP SUPPLEMENT TO MAG SECTION 601.2.8. ALL PIPE WILL BE POLYWRAPPED DUCTILE IRON WITH RETSTRAINED JOINTS.

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%%UENGINEER'S GENERAL NOTES

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GENERAL NOTES

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%%UCITY OF PHOENIX STORMWATER GENERAL NOTES

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1. IF THE PROJECT IS GREATER THAN 1 ACRE OR LESS THAN OR EQUAL TO 1 ACRE, BUT PART OF A LARGER COMMON PLAN OR IF THE PROJECT IS GREATER THAN 1 ACRE OR LESS THAN OR EQUAL TO 1 ACRE, BUT PART OF A LARGER COMMON PLAN OR DEVELOPMENT, AN AZPDES CONSTRUCTION GENERAL PERMIT (CGP) AND ASSOCIATED STORMAWATER POLLUTION PREVENTION PLAN (SWPP) WILL BE NEEDED, AND A CAOPY OF THE GRADING AND DRAINAGE PLAN FOR THIS PROJECT, TOGETHER WITH A COPY OF THE NOTICE OF INTENT (NOI) AND THE SWPP SHALL BE MAINTAINED ON THE SITE AND AVAILABLE FOR REVIEW. 2. CONTRACTOR IS EXPECTED TO COMPLY WITH PHOENIX CITY CODE 32C. CONTRACTOR IS EXPECTED TO COMPLY WITH PHOENIX CITY CODE 32C. 3. A COPY OF THE GRADING AND DRAINAGE PLAN FOR THIS PROJECT, TOGETHER WITH A COPY OF THE STORM WATER A COPY OF THE GRADING AND DRAINAGE PLAN FOR THIS PROJECT, TOGETHER WITH A COPY OF THE STORM WATER MANAGEMENT PLAN (SWMP) OR SWPPP, SHALL BE MAINTAINED ON THE SITE AND AVAILABLE FOR REVIEW. 4. THE DEPARTMENT ENVIRONMENTAL CONTACT SHALL BE NOTIFIED 48 HOURS BEFORE ANY ON-SITE SOIL DISTURBANCE BEGINS. THE DEPARTMENT ENVIRONMENTAL CONTACT SHALL BE NOTIFIED 48 HOURS BEFORE ANY ON-SITE SOIL DISTURBANCE BEGINS. 5. THE CONTRACTOR SHALL OBTAIN A DUST CONTROL PERMIT FROM MARICOPA COUNTY HEALTH DEPARTMENT AND PERFORM THE CONTRACTOR SHALL OBTAIN A DUST CONTROL PERMIT FROM MARICOPA COUNTY HEALTH DEPARTMENT AND PERFORM MEASURES AS REQUIRED BY THE PERMIT TO PREVENT EXCESS DUST. 6. THE CONTRACTOR SHALL PERFORM, AT A MINIMUM, A VISUAL INSPECTION OF THE CONSTRUCTION SITE AS REQUIRED UNDER THE CONTRACTOR SHALL PERFORM, AT A MINIMUM, A VISUAL INSPECTION OF THE CONSTRUCTION SITE AS REQUIRED UNDER THE CONSTRUCTION GENERAL PERMIT (CGP), WHERE APPLICABLE. THE CONTRACTOR SHALL PREPARE A REPORT DOCUMENTING HIS/HER FINDINGS ON THE CONDITIONS OF THE STORMWATER CONTROLS AND NOTE ANY EROSION PROBLEM AREAS. THE CONTRACTOR’S REPORT IS TO BE MAINTAINED WITH THE SWPPP/SWMP. FACILITIES (STORMWATER MANAGEMENT CONTROLS) S REPORT IS TO BE MAINTAINED WITH THE SWPPP/SWMP. FACILITIES (STORMWATER MANAGEMENT CONTROLS) SHALL BE MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. IN ADDITION, ALL TEMPORARY SILTATION CONTROLS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED, PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL, AND THE POTENTIAL FOR EROSION HAS PASSED. 7. THE CONTRACTOR SHALL AMEND THE SWPPP/SWMP AS NECESSARY DURING THE COURSE OF CONSTRUCTION TO RESOLVE ANY THE CONTRACTOR SHALL AMEND THE SWPPP/SWMP AS NECESSARY DURING THE COURSE OF CONSTRUCTION TO RESOLVE ANY PROBLEM AREAS, WHICH BECOME EVIDENT DURING THE CONSTRUCTION AND/OR DURING RAINFALLS. 8. THE PERMITTEE SHALL FILE A NOTICE OF TERMINATION (NOT) AFTER COMPLETION OF CONSTRUCTION AND PLACEMENT OF FINAL THE PERMITTEE SHALL FILE A NOTICE OF TERMINATION (NOT) AFTER COMPLETION OF CONSTRUCTION AND PLACEMENT OF FINAL LANDSCAPE MATERIALS. THE NOT IS TO BE SUBMITTED TO THE CITY’S DEPARTMENT ENVIRONMENTAL CONTACT. S DEPARTMENT ENVIRONMENTAL CONTACT. 9. THE CONTRACTOR SHALL SAVE ALL RECORDS, INCLUDING THE NOI, SWMP, NOT, AND INSPECTION REPORTS, ON FILE FOR A THE CONTRACTOR SHALL SAVE ALL RECORDS, INCLUDING THE NOI, SWMP, NOT, AND INSPECTION REPORTS, ON FILE FOR A MINIMUM OF THREE YEARS FROM THE DATE OF FILING THE NOT. 10. THE IMPLEMENTATION OF THESE PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE THE IMPLEMENTATION OF THESE PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE FACILITIES IS THE RESPONSIBILITY OF THE OPERATOR/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED AND THE NOT IS SUBMITTED. 11. THE FACILITIES (CONTROLS) SHOWN ON THE PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING THE FACILITIES (CONTROLS) SHOWN ON THE PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES IN SUCH A MANNER AS TO INSURE THAT SEDIMENT-LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE SURFACE WATER QUALITY STANDARDS, AND MUST BE INSTALLED AND IN OPERATION PRIOR TO ANY GRADING OR LAND CLEARING. WHEREVER POSSIBLE, MAINTAIN NATURAL VEGETATION FOR SILT CONTROL. 12. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND DISPOSING OF TEMPORARY CONSTRUCTION CONTROLS/BEST THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND DISPOSING OF TEMPORARY CONSTRUCTION CONTROLS/BEST MANAGEMENT PRACTICES (BMPS). REMOVAL OF AND DISPOSAL OF TEMPORARY CONSTRUCTION CONTROLS SHALL BE AT NO ADDITIONAL COST TO THE CITY.

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PER THE CITY OF PHOENIX CITY CODE CHAPTER 2,

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16. ANY DAMAGED PAVEMENT PANELS REQUIRE FULL PANEL REPLACEMENT AND INCLUDE REPLACING THE MONOLITHIC CURB. 17. CONTRACTOR SHALL PROVIDE SIGNED AND SEALED TRAFFIC CONTROL PLANS TO THE ENGINEER FOR REVIEW AND THE CITY FOR APPROVAL. NO WORK SHALL BE PERMITTED WITHOUT APPROVED TRAFFIC CONTROL PLAN AND IMPLEMENTATION. 18. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS, PARKING LOTS, AND PARK FACILITIES DURING THE ENTIRE DURATION OF CONSTRUCTION ACTIVITES AT NO ADDITIONAL COST TO THE OWNER. 19. FORCE MAINS SHALL BE CONSTRUCTED TO WITHSTAND A STATIC FORCE MAINS SHALL BE CONSTRUCTED TO WITHSTAND A STATIC PRESSURE OF AT LEAST 50 POUNDS PER SQUARE INCH GREATER THAN THE DESIGN WORKING PRESSURE WITHOUT LEAKAGE AND SHALL BE TESTED UPON COMPLETION.

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STREET TRANSPORTATION DEPARTMENT

N

Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

20 E THOMAS ROAD, SUITE 2500

PHOENIX, AZ 85012-3118

(602) 522-7700

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LS 47 REDUNDANT FORCE MAIN

INDIAN SCHOOL ROAD

WS90501000

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%%UMCDOT GENERAL NOTES FOR ROW PERMITS

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%%UMCDOT GENERAL NOTES FOR ROW PERMITS (CON'T)

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1. ALL WORK SHALL CONFORM TO THE REVISED EDITION OF THE UNIFORM STANDARD SPECIFICATIONS AND ALL WORK SHALL CONFORM TO THE REVISED EDITION OF THE UNIFORM STANDARD SPECIFICATIONS AND DETAILS FOR PUBLIC WORKS CONSTRUCTION PUBLISHED BY THE MARICOPA ASSOCIATION OF GOVERNMENTS (MAG) AS AUTHORIZED AND MODIFIED BY THE MOST CURRENT MCDOT SUPPLEMENT TO THE MAG UNIFORM STANDARD SPECIFICATIONS AND DETAILS AND NON-CONFLICTING PROJECT SPECIAL PROVISIONS. ALL WORK MUST ALSO COMPLY WITH ORDINANCE P-36 “MARICOPA COUNTY ORDINANCE ADDRESSING REQUIREMENTS FOR MARICOPA COUNTY ORDINANCE ADDRESSING REQUIREMENTS FOR PERMITS TO WORK IN RIGHT-OF-WAY WITHIN UNINCORPORATED MARICOPA COUNTY.” ANY EXCEPTIONS MUST ANY EXCEPTIONS MUST RECEIVE EXPLICIT APPROVAL FROM MCDOT AND SHALL BE IDENTIFIED ON THE PLANS AS HAVING EXPLICIT APPROVAL FROM MCDOT. 2. CONSTRUCTION QUANTITIES ON THESE PLANS ARE NOT VERIFIED BY MCDOT. APPROVAL OF THESE PLANS IS CONSTRUCTION QUANTITIES ON THESE PLANS ARE NOT VERIFIED BY MCDOT. APPROVAL OF THESE PLANS IS FOR PERMIT PURPOSES ONLY AND SHALL NOT PREVENT MCDOT FROM REQUIRING CORRECTION OF ERRORS IN THE PLANS WHERE SUCH ERRORS ARE SUBSEQUENTLY FOUND TO BE IN VIOLATION OF ANY LAW, ORDINANCE, HEALTH, SAFETY, THE MCDOT ROADWAY DESIGN MANUAL, OR OTHER APPLICABLE DESIGN STANDARDS. 3. THE MOST CURRENT APPROVED SET OF PLANS SHALL BE ON THE SITE DURING CONSTRUCTION AND THE MOST CURRENT APPROVED SET OF PLANS SHALL BE ON THE SITE DURING CONSTRUCTION AND AVAILABLE TO MCDOT INSPECTORS. 4. ALL BOX CULVERTS CONSTRUCTED IN THE PUBLIC RIGHT-OF-WAY SHALL COMPLY WITH ARIZONA ALL BOX CULVERTS CONSTRUCTED IN THE PUBLIC RIGHT-OF-WAY SHALL COMPLY WITH ARIZONA DEPARTMENT OF TRANSPORTATION (ADOT) LATEST DESIGN SPECIFICATIONS AND STANDARDS. 5. CONTRACTOR TO OBTAIN MCDOT PERMITS PRIOR TO CONSTRUCTION WITHIN COUNTY RIGHT-OF-WAY, AND ALL CONTRACTOR TO OBTAIN MCDOT PERMITS PRIOR TO CONSTRUCTION WITHIN COUNTY RIGHT-OF-WAY, AND ALL NECESSARY PERMITS FROM OTHER AGENCIES AND FROM LOCAL GOVERNMENTS FOR WORK WITHIN THEIR JURISDICTION. 6. CONTRACTOR SHALL NOTIFY THE ASSIGNED MCDOT INSPECTOR LISTED ON PERMIT AT LEAST 24 HOURS IN CONTRACTOR SHALL NOTIFY THE ASSIGNED MCDOT INSPECTOR LISTED ON PERMIT AT LEAST 24 HOURS IN ADVANCE OF ANY CONSTRUCTION. 7. CONTRACTOR PERFORMING CONSTRUCTION OR EXCAVATING OPERATIONS IS RESPONSIBLE FOR LOCATING CONTRACTOR PERFORMING CONSTRUCTION OR EXCAVATING OPERATIONS IS RESPONSIBLE FOR LOCATING AND RELOCATING ALL UTILITIES IN CONFLICT AT NO EXPENSE TO MARICOPA COUNTY. THE CONTRACTOR SHALL CONTACT ARIZONA 811 PRIOR TO BEGINNING CONSTRUCTION. 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS FOR EARTH MOVING FROM IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS FOR EARTH MOVING FROM MARICOPA COUNTY AIR QUALITY DEPARTMENT’S DUST COMPLIANCE DIVISION PRIOR TO CONDUCTING S DUST COMPLIANCE DIVISION PRIOR TO CONDUCTING EXCAVATION OPERATIONS. A COPY OF THE PERMIT AND DUST CONTROL PLAN SHALL BE SUBMITTED TO THE COUNTY ENGINEER PRIOR TO COMMENCEMENT OF ANY EARTHMOVINGACTIVITIES. 9. PRIOR TO CONDUCTING EXCAVATION OPERATIONS, THE CONTRACTOR SHALL OBTAIN FROM THE ARIZONA STATE PRIOR TO CONDUCTING EXCAVATION OPERATIONS, THE CONTRACTOR SHALL OBTAIN FROM THE ARIZONA STATE HISTORICAL PRESERVATION OFFICER RECOMMENDATIONS REGARDING THE NEED FOR CULTURAL RESOURCES (ARCHAEOLOGICAL) CLEARANCE. ALL DISCOVERIES OF HUMAN REMAINS, CULTURAL ARTIFACTS, OR PALEONTOLOGICAL REMAINS SHALL BE REPORTED TO THE ARIZONA STATE MUSEUM AND MCDOT. UPON DISCOVERY, CONTRACTOR SHALL CEASE OPERATIONS IN THE VICINITY OF THE FIND AND PROTECT THE DISCOVERY AREA FROM FURTHER DISTURBANCE UNTIL THE FIND CAN BE PROFESSIONALLY INVESTIGATED BY THE ARIZONA STATE MUSEUM AND MCDOT. 10. EXCEPT UNDER EMERGENCY CONDITIONS, ROADS SHALL NOT BE CLOSED FOR CONSTRUCTION ACTIVITY UNLESS EXCEPT UNDER EMERGENCY CONDITIONS, ROADS SHALL NOT BE CLOSED FOR CONSTRUCTION ACTIVITY UNLESS PRIOR APPROVAL IS OBTAINED FROM THE MCDOT TRANSPORTATION DIRECTOR. 11. PRIOR TO MOVING OR DESTROYING PROTECTED NATIVE PLANT SPECIES, THE CONTRACTOR SHALL FILE A PRIOR TO MOVING OR DESTROYING PROTECTED NATIVE PLANT SPECIES, THE CONTRACTOR SHALL FILE A FORMAL NOTICE OF INTENT WITH THE ARIZONA DEPARTMENT OF AGRICULTURE NATIVE PLANTS. 12. PRIOR TO INSTALLATION OF CURB, GUTTER, SIDEWALK, BASE COURSE AND WEARING SURFACE, A PAVEMENT PRIOR TO INSTALLATION OF CURB, GUTTER, SIDEWALK, BASE COURSE AND WEARING SURFACE, A PAVEMENT VERIFICATION REPORT SUBMITTAL IS REQUIRED TO BE SUBMITTED TO MCDOT FOR REVIEW AND APPROVAL. IF SUBGRADE STABILIZATION IS REQUIRED, THE AREA STABILIZED SHALL BE FROM BACK OF SIDEWALK TO BACK OF SIDEWALK AND MATCH THE STABILIZATION DEPTH OF THE PAVEMENT STRUCTURE. 13. ASPHALT MIX DESIGNS SHALL BE SUBMITTED TO MCDOT A MINIMUM OF TWO BUSINESS DAYS PRIOR TO ASPHALT MIX DESIGNS SHALL BE SUBMITTED TO MCDOT A MINIMUM OF TWO BUSINESS DAYS PRIOR TO PLACING ANY ASPHALT COURSES. (TRENCH WORK EXCLUDED.) ASPHALT MIX DESIGNS MUST BE APPROVED PRIOR TO PAVING ACTIVITIES. ALL PAVED TURNOUTS SHALL HAVE THE SAME ASPHALT AND BASE REQUIREMENTS AS THE ADJACENT ROADWAY UNLESS NOTED OTHERWISE. 14. ALL ASPHALT CONCRETE PAVEMENT OF LOCAL AND MINOR COLLECTOR ROADS WITH A LONGITUDINAL GRADE ALL ASPHALT CONCRETE PAVEMENT OF LOCAL AND MINOR COLLECTOR ROADS WITH A LONGITUDINAL GRADE LESS THAN 5% SHALL RECEIVE A PRESERVATIVE SEAL (“FILLED” ASPHALT SEALER) IN ACCORDANCE WITH FILLED” ASPHALT SEALER) IN ACCORDANCE WITH ASPHALT SEALER) IN ACCORDANCE WITH SECTIONS 334 AND 718.3 OF THE MAG UNIFORM STANDARD SPECIFICATIONS. 15. EXCEPT FOR ARAC MIXES, ALL OTHER AC MIXES SHALL BE SUPERPAVE/GYRATORY TYPE UNLESS APPROVED EXCEPT FOR ARAC MIXES, ALL OTHER AC MIXES SHALL BE SUPERPAVE/GYRATORY TYPE UNLESS APPROVED BY MCDOT. AC MIX DESIGN USED ON LOCAL AND MINOR COLLECTOR STREETS SHALL BE FOR LOW TRAFFIC CONDITION. NOMINAL SIZE TO THICKNESS RATIO SHALL NOT EXCEED 1:3. THE NOMINAL SIZE DESIGNATION FOR THE SURFACE COURSE ON URBAN ROADWAYS SHALL BE A ½” MIX, UNLESS APPROVED BY MCDOT. MIX, UNLESS APPROVED BY MCDOT. 16. ALL COMPACTION AND BACKFILL WITHIN COUNTY RIGHT-OF-WAY SHALL CONFORM TO THE MCDOT ALL COMPACTION AND BACKFILL WITHIN COUNTY RIGHT-OF-WAY SHALL CONFORM TO THE MCDOT SUPPLEMENT TO MAG SPECIFICATION SECTION 601. BACKFILL UNDER EXISTING PAVEMENT, CURB AND GUTTER, ROADWAY SHOULDERS, AND UNPAVED ROADWAYS SHALL CONSIST OF ONE-HALF (1/2) OR ONE SACK CLSM. UNPAVED ROADWAY AREAS INCLUDE THE TRAVELLED WAY PLUS FIVE FEET BEYOND THE TRAVELLED WAY. 17. ALL STRUCTURES, SUCH AS MANHOLES, VALVE BOX & COVERS, AND MONITORING WELLS MUST BE MARKED ALL STRUCTURES, SUCH AS MANHOLES, VALVE BOX & COVERS, AND MONITORING WELLS MUST BE MARKED WITH AT LEAST TWO REFLECTIVE FLEXIBLE POSTS WHEN STRUCTURES ARE LOCATED OUTSIDE THE TRAVELED WAY AND WITHIN THE RIGHT-OF-WAY. (APPLIES ONLY WHEN THERE IS NO CURB.) ALL CLEAR ZONE HAZARDS SHALL BE MITIGATED IN A MANOR APPROVED BY MCDOT AT NO COST TO THE COUNTY. 18. PAVEMENT WIDENING AND PAVEMENT REPLACEMENT SHALL CONFORM TO THE REQUIREMENTS OF MAG SPECIFICATION SECTION 336 AND THE MCDOT SUPPLEMENT THERETO. PAVEMENT CUTS SHALL NOT BE LOCATED WITHIN A LANE WHEEL PATH. THE LANE WHEEL PATH IS THE ENTIRE LANE WIDTH EXCEPT THE AREA WITHIN ONE FOOT OF A LANE LINE STRIPE AND EXCEPT THE CENTER TWO FEET OF THE TRAVEL LANE. 19. ALL EXISTING PAVEMENT MARKINGS, TRAFFIC SIGNS AND SIGNAL EQUIPMENT TO BE REMOVED, REPLACED, ALL EXISTING PAVEMENT MARKINGS, TRAFFIC SIGNS AND SIGNAL EQUIPMENT TO BE REMOVED, REPLACED, RELOCATED OR REPAIRED DUE TO CONTRACTOR’S WORK WILL BE DONE BY THE CONTRACTOR AT THEIR S WORK WILL BE DONE BY THE CONTRACTOR AT THEIR EXPENSE. ALL SALVAGED SIGNS SHALL BE DELIVERED TO THE TRAFFIC OPERATIONS BUILDING AT 2909 W. DURANGO ST. ARRANGEMENTS CAN BE MADE FOR DELIVERY BY CALLING (602) 506-8662. ALL NEW STREET NAME SIGNS SHALL BE PROVIDED AND INSTALLED BY THE PERMITTEE AT NO EXPENSE TO MARICOPA COUNTY. 20. ALL PERMITTED CONSTRUCTION IS SUBJECT TO INSPECTION AND IS REQUIRED TO MEET ALL APPLICABLE ALL PERMITTED CONSTRUCTION IS SUBJECT TO INSPECTION AND IS REQUIRED TO MEET ALL APPLICABLE STANDARDS PRIOR TO THE RELEASE OF THE CORRESPONDING BOND. 21. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS WITHIN THE RIGHT-OF-WAY TO A CONDITION THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS WITHIN THE RIGHT-OF-WAY TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS PER MAG 107.9. DISPOSAL OF ALL WASTE MATERIAL WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.

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22. CHIPPED, CRACKED, OR IMPRINTED CURB, GUTTER, OR SIDEWALK IS NOT PERMITTED. CONCRETE PATCHING OF CHIPPED, CRACKED, OR IMPRINTED CURB, GUTTER, OR SIDEWALK IS NOT PERMITTED. CONCRETE PATCHING OF CURB, GUTTER, AND SIDEWALK IS NOT PERMITTED. 23. THE PERMITEE’S ENGINEER OF RECORD IS REQUIRED TO CERTIFY SUBDIVISION CONSTRUCTION IN ACCORDANCE THE PERMITEE’S ENGINEER OF RECORD IS REQUIRED TO CERTIFY SUBDIVISION CONSTRUCTION IN ACCORDANCE S ENGINEER OF RECORD IS REQUIRED TO CERTIFY SUBDIVISION CONSTRUCTION IN ACCORDANCE WITH THE MCDOT SUBDIVISION INSPECTION GUIDELINES.

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INDIAN SCHOOL RD.

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