4-Attachment I (a) 42038 CBR ECSP PLANS R0 (1).pdf

1-800-STAKE-IT

BEFORE YOU DIG

602-263-1100

(OUTSIDE MARICOPA COUNTY)

CALL TWO WORKING DAYS

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PROJECT NO: 42038 - SWPPP

PROJECT NUMBER

LATEST REVISION DATE

ORIGINAL PLAN DATE

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OWNER

CITY OF GOODYEAR

STEPHEN SCINTO, P.E. (CITY ENGINEER)

14455 W VAN BUREN ST

GOODYEAR, ARIZONA 85338

PHONE: (623) 932-3004

FAX: (623) 932-3003

MAYOR VICE MAYOR

COUNCIL MEMBERS

CITY MANAGER

CAMELBACK RD (SR 303L TO CITY LIMITS)

BENCHMARKSURVEYOR

CITY OF GOODYEAR

WALLY CAMPBELL

BRANNON HAMPTON

JOE PIZZILLO

WYNETTE REED

R E

V I S

E D

VICKI GILLIS

LAURA KAINO

CITY ENGINEER

STEPHEN SCINTO, P.E., CFM

NOT APPLICABLE

ZONING

BENITA BECKLES

PROJECT NARRATIVE

A PORTION OF THE SOUTH HALF OF SECTION 13, AND NORTH

HALF OF SECTION 24,TOWNSHIP 2 NORTH, RANGE 2 WEST AND

NORTH HALF OF SECTIONS 19,20 AND SOUTH HALF OF SECTIONS

17,18, TOWNSHIP 2 NORTH, RANGE 1 WEST OF THE GILA AND

SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA.

BENCHMARK NO. G371

3-INCH BRASS CAP AT INTERSECTION OF

CAMELBACK ROAD AND ALSUP AVE

(NAVD88) ELEVATION = 1056.34

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CON-22-6297

CAMELBACK ROAD PROJECT INCLUDES

ROADWAY IMPROVEMENTS AND WIDENING FROM SR 303L TO THE CITY LIMIT

(EAST OF 146TH AVE).

THE SWPPP CONSISTS OF UTILIZING WATTLES, SEEDING, GRANITE, GRATE

INLET PROTECTION, AND STABILIZED CONSTRUCTION ENTRANCES/EXITS.THIS

PACKAGE CONTAINS ONLY THE EROSION CONTROL PLANS.

OFFSITE FLOWS ARE PREVENTED ON THE NORTH AND SOUTH SIDE (EAST OF

ALSUP) BY EXISTING EARTHEN DRAINAGE CHANNEL. OFFSITE FLOWS SOUTH OF

ALSUP ARE CONTAINED BY DRAINAGE BASINS WITHIN EXISTING DEVELOPMENT.

CAMELBACK WASH RUNS ALONG THE NORTH SIDE OF THE PROJECT ON THE

WEST END. DURING CONSTRUCTION IT WILL BE PROTECTED BY WATTLES AS

PERIMETER CONTROL. FINAL PROTECTIONS WILL INCLUDE A VERTICAL CURB

ALONG THE ROADWAY WITH SEED IN ALL UNPAVED DISTURBED AREAS.

PRE AND DURING CONSTRUCTION TEMPORARY EROSION AND SEDIMENT

CONTROL MEASURES WILL CONSIST OF WATTLE, GRATE INLET PROTECTION,

AND STABILIZED CONSTRUCTION ENTRANCES/EXITS.

POST CONSTRUCTION, PERMANENT STABILIZATION, WILL CONSIST OF GRANITE

MULCH IN THE MEDIANS AND SEEDING WITHIN ALL UNPAVED DISTURBANCE

AREAS ALONG EACH SHOULDER AS IDENTIFIED IN THE LANDSCAPE PLANS.

PERMANENT STABILIZATION WILL INCLUDE ROCK PROTECTION AT HEADWALLS.

CONSTRUCTION ENTRANCE/EXIT LOCATION WILL BE DETERMINED BY THE

CONTRACTOR WITHIN THEIR SUBMITTAL FOR NOI.

WOOD, PATEL & ASSOCIATES, INC

GABRIEL S. RIOS

2051 WEST NORTHERN AVE, SUITE 100

PHOENIX, AZ 85021

(602) 335-8500

SURVEYOR@WOODPATEL.COM

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BETHANY HOME RD

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GLENDALE AVE

INDIAN SCHOOL RD

CAMELBACK RD

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ENGINEER

STANLEY CONSULTANTS

CONTACT: DIANA KELLY

3133 E CAMELBACK ROAD, STE 100

PHOENIX, ARIZONA 85016

PHONE: (602) 333-2362

FAX: (602) 333-2333

SHEET INDEX

SHEET DRAWING DESCRIPTION

4-5

6-11

CS

ED-1.01

ED-1.02

ED-1.03 - ED-1.04

E-1.01 - E-1.06

COVER SHEET

EROSION CONTROL CMIS

EROSION CONTROL SUMMARY SHEET

EROSION CONTROL DETAIL SHEETS

EROSION CONTROL PLAN SHEETS

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DATA CERTIFICATION

BY DATE (SEAL)

I HEREBY CERTIFY THAT THIS DESIGN IS BASED ON

ACCURATE FIELD DATA WHICH HAS BEEN

CHECKED IN THE FIELD PRIOR TO SUBMISSION OF

THESE PLANS TO THE CITY FOR APPROVAL.

TREY TERRY

03/09/2026

03/09/2026

March 09, 2026

March 9, 2026

OF

A. Owner Name and Address:

CITY OF GOODYEAR

STEPHEN SCINTO, P.E. (CITY ENGINEER)

14455 W VAN BUREN ST

GOODYEAR, ARIZONA 85338

II. HYDROLOGIC INFORMATION

III. SOIL STABILIZATION MEASURES

IV. MEASURES TO CONTROL STORMWATER AND AIR QUALITY

I. PROJECT DESCRIPTION

Ending Longitude (NAD 83): _________________________

To obtain the project latitude/longitude data, refer to the Flash Earth web link below (Bing Maps with labels):

D. Project Description:

All disturbed soil, which will not be paved, riprapped or otherwise covered to prevent erosion, will be revegetated and/or landscaped in accordance with the project plans and specifications.

A. Temporary Stormwater and Air Quality Control Measures (CMs) / Best Management Practices (BMPs)

A. Percentage of the site that is impervious before and after construction:

Percentage before Construction: ___________________

Percentage after Construction: ____________________

B. CIP Project Number: ___________________________

C. Project Name/Location ( be consistent with the plan set cover sheet):

City: _________________ County: _________________ Beginning Latitude (NAD 83): ________________________

Beginning Longitude (NAD 83): _______________________

Ending Latitude (NAD 83): ___________________________ https://usgs.maps.arcgis.com/apps/MapTools/index.html?appid=41a5c2ca49bd4a83b239450e61022d53

B. Receiving Water(s), refer to the plan set cover sheet and the NHD Plus HR Availability Map Web Link below:

http://www.flashearth.com/

Temporary Diversion Dikes Temporary Rock Check Dams Stabilized Construction Entrance/Exit Gravel Pad Soil Stabilizer for Wind Erosion and Dust Control Rock Inlet/Outlet Protection Sediment Control Berms Silt Fences Wattles (Excelsior/Straw/Compost) Excelsior Logs / Sediment Logs Erosion Control Mattings Seeding (Class II with final mulch cover) Gravelbag Catch Basin Temporary Fabric Filter Designated Washout Areas Protected Chemical and Material Storage Area Equipment Maintenance Procedures Others Describe: _______________________________________

(If unnamed, state as unnamed)

CON-22-6297

Goodyear Maricopa

33° 30' 29.03" N

33° 30' 29.46" N

112° 25'04.53" W

112° 22' 12.46" W

54%

62%

Camelback Wash

CAMELBACK ROAD PROJECT INCLUDES ROADWAY

IMPROVEMENTS AND WIDENING FOR SR303L TO THE CITY LIMIT

(EAST OF 146TH AVE). THE WORK CONSISTS OF WIDENING

CAMELBACK ROAD INCLUDING CONSTRUCTION OF PAVEMENT;

GRADING; DRAINAGE IMPROVEMENTS; SIGNING AND PAVEMENT

MARKING; TRAFFIC SIGNALS; STREET LIGHTING; ITS SYSTEM;

LANDSCAPING AND IRRIGATION; AND OTHER RELATED WORK.

B. Permanent and Post-construction Stormwater and Air Quality Control Measures (CMs) / Best ManagementPractices (BMPs):

Crown Ditch/Dike Rock Protection Rock Riprap Channel Lining Sediment Basin Embankment Curb Spillways Downdrains Minibenching Solid Waste Management Rock-filled Stormwater Infiltration CM/BMP as Infiltration Basin and/or Trench Filtration Structures Infiltration Basin and/or Trench Retention and/or Detention Basins Bioretention Manufactured Treatment Devices Seeding established as a perennial vegetative cover with a density of 70% of the native background vegetative cover.

Others Describe: _______________________________________

TO BE COMPLETED FOR PROJECTS WITH ONE (1) ACRE OR MORE OF SOIL/GROUND DISTURBANCE OUTSIDE OF JURISDICTIONAL WATERS OF THE U.S. ( 1 ACRE*)

CONTROL MEASURE INDEX SHEET (CMIS)

Decomposed Granite Placement In Medians

A PORTION OF THE SOUTH HALF OF SECTION 12, AND NORTH

HALF OF SECTION 24, TOWNSHIP 2 NORTH, RANGE 2 WEST

AND NORTH HALF OF SECTIONS 19, 20, 21 AND SOUTH HALF

OF SECTIONS 16, 17, 18, TOWNSHIP 2 NORTH, RANGE 1

WEST OF THE GILA AND SALT RIVER BASE AND MERIDIAN

1-800-STAKE-IT

BEFORE YOU DIG

602-263-1100

(OUTSIDE MARICOPA COUNTY)

CALL TWO WORKING DAYS

CAMELBACK ROAD

SR 303L TO CITY LIMIT

CITY OF GOODYEAR

ENGINEERING DEPARTMENT

195 N. 145TH AVE

P.O.BOX 5100

BUILDING D,

GOODYEAR AZ 85338

4 6 3 2 S O U T H 3 6 T H S T R E E T P H O E N I X , A R I Z O N A 8 5 0 4 0 T e l. 6 0 2 . 2 2 2 . 9 8 2 2 F a x. 6 0 2 . 2 2 2 . 9 0 7 9 w w w . c o r r a l d e s i g n g r o u p . c o m corral design group, inc.

03/09/2026

2 11

A. ALL GENERAL CONSTRUCTION NOTES SHALL APPLY.

B. APPROVAL OF THIS DOCUMENT INDICATES THE CITY OF

GOODYEAR ENGINEERING DEPARTMENT HAS REVIEWED AND

FOUND THIS TO BE IN GENERAL COMPLIANCE WITH THE CITY’S

STORM WATER MANAGEMENT PLAN AND THAT THE CITY OF

GOODYEAR IS AT NO TIME RESPONSIBLE FOR THE

APPLICANT'S/OPERATOR'S DUTIES TO COMPLY WITH ANY

FEDERAL, STATE, OR LOCAL LAW OR ORDINANCE.

C. IT IS THE OPERATOR’S RESPONSIBILITY TO ENSURE THE SWPPP IS

MAINTAINED IN COMPLIANCE WITH ALL FEDERAL, STATE, AND

LOCAL REQUIREMENTS. THIS INCLUDES IMPLEMENTATION,

CONSTRUCTION, INSPECTION, MAINTENANCE, REPLACEMENT,

UPGRADING OF FACILITIES AND RECORD MANAGEMENT. ANY

VIOLATIONS AND FINES ARE THE RESPONSIBILITY OF THE

OWNER/OPERATOR AND/OR SITE CONTRACTOR.

D. A CITY OF GOODYEAR CONSTRUCTION STORM WATER PERMIT

AND A GRADING AND DRAINAGE PERMIT ARE REQUIRED PRIOR TO

PERFORMING ANY LAND DISTURBANCE ACTIVITIES. A COPY OF

THE PERMITS AND APPROVED PLANS SHALL BE MAINTAINED

ON-SITE.

E. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND

CONFIRMING THE DEPTH OF EXISTING UTILITY LINES WITHIN

PROPOSED SEDIMENT AND RETENTION BASIN AREAS. IF A BASIN

CANNOT BE CONSTRUCTED PER PLAN AS A RESULT OF CONFLICT

WITH UNDERGROUND UTILITIES THE CONTRACTOR SHALL CALL

THE CITY AND DESIGNER AND REQUEST MODIFICATION OF THE

BASIN DESIGN.

F. BMPS SHALL BE INSTALLED IN SUCH A MANNER SO THAT STORM

WATER DISCHARGES DO NOT CAUSE ANY FLOODING OR DAMAGE

TO ADJACENT PROPERTIES OR FLOWS OF SEDIMENT ONTO

PUBLIC STREETS, SIDEWALKS, DRAINAGE CHANNELS, OR

RIGHTS-OF-WAYS.

G. A COPY OF THE APPROVED STORM WATER POLLUTION

PREVENTION PLAN (SWPPP), NOTICE OF INTENT (NOI) AND ALL

RELATED RECORDS SHALL BE MAINTAINED ON THE SITE AND

AVAILABLE FOR REVIEW UPON REQUEST TO THE ARIZONA

DEPARTMENT OF ENVIRONMENTAL QUALITY (ADEQ) AND THE CITY

OF GOODYEAR. THE CITY OF GOODYEAR MAY AT ANY TIME

PERFORM A COMPLIANCE INSPECTION OF THE SITE.

H. THE OPERATOR SHALL POST THE ADEQ AUTHORIZATION

NUMBER(S) IN A CONSPICUOUS LOCATION NEAR THE MAIN

ENTRANCE OF THE CONSTRUCTION SITE AND RETAIN A COPY OF

THE AUTHORIZATION CERTIFICATE WITH THE SWPPP.

I. THE FACILITIES SHOWN ON THIS PLAN SHALL BE CONSTRUCTED IN

CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES IN

SUCH A MANNER AS TO ENSURE THAT SEDIMENT-LADEN WATER

DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE

APPLICABLE WATER STANDARDS. ADDITIONALLY, THEY SHALL BE

INSTALLED AND IN OPERATION PRIOR TO ANY GRADING OR LAND

CLEARING. WHEREVER POSSIBLE, NATURAL VEGETATION SHALL

BE MAINTAINED TO ASSIST IN SILT CONTROL.

J. THE OPERATOR SHALL PERFORM, AT A MINIMUM, A VISUAL

INSPECTION OF THE CONSTRUCTION SITE ONCE EVERY SEVEN

CALENDAR DAYS OR ONCE EVERY 14 CALENDAR DAYS AND

WITHIN 24 HOURS OF ANY RAIN EVENT GREATER THAN OR EQUAL

TO 1/2-INCH AS RECORDED BY THE CLOSEST FLOOD CONTROL

DISTRICT OF MARICOPA COUNTY RAIN GAGE. IF WITHIN 1/4 MILE

OF AN IMPAIRED WATER, INSPECTIONS SHALL BE PERFORMED AT

A MINIMUM OF ONCE EVERY SEVEN CALENDAR DAYS AND

SHOULD INCLUDE VISUAL OBSERVATIONS OF STORM WATER

DISCHARGES AT ALL DISCHARGE LOCATIONS WITHIN ONE

BUSINESS DAY AFTER EACH RAIN EVENT OF 1/2-INCH OR

GREATER, AS RECORDED BY THE CLOSEST FLOOD CONTROL

DISTRICT OF MARICOPA COUNTY RAIN GAGE. THE OPERATOR

SHALL PREPARE A REPORT DOCUMENTING HIS/HER FINDINGS ON

THE CONDITIONS OF THE SWPPP CONTROLS AND NOTE ANY

EROSION PROBLEM AREAS. THE OPERATOR’S REPORT IS TO BE

MAINTAINED ON SITE BY THE OPERATOR.

CITY OF GOODYEAR

GENERAL NOTES FOR STORM WATER POLLUTION PREVENTION, LARGE SITES

EROSION AND SEDIMENT CONTROL LEGEND

DTL

SYMBOL DESCRIPTION

QTY.

EC1 *Erosion Control (Construction Entrance)

334 SY

EROSION AND SEDIMENT CONTROL SUMMARY NOTES:

1. THE PLACEMENT OF ALL EROSION & SEDIMENT CONTROL MEASURES

LISTED ABOVE MAY BE SUBJECT TO CHANGE AND MAY BE ADJUSTED

BY THE ENGINEER.

2. THE ENGINEER IS RESPONSIBLE TO VERIFY THE CONTRACTOR HAS

SUFFICIENT EROSION & SEDIMENT CONTROL MEASURES IN PLACE

TO CONTAIN ALL STORM WATER RUNOFF SEDIMENT WITHIN THE

PROJECT LIMITS AND ALL DISTURBED GROUND FROM EROSION.

3. *THE LOCATION OF EROSION CONTROL (CONSTRUCTION ENTRANCE)

ARE NOT SHOWN ON PLANS. FINAL LOCATION(S) ARE DEPENDENT

ON CONTRACTOR USE SITES AND APPROVED BY THE ENGINEER. THE

QUANTITY SHOWN IS BASED ON THE NEED FOR UP TO 2

CONSTRUCTION ENTRANCES/EXITS.

4. THE EROSION AND SEDIMENT CONTROL ITEMS ON THESE PLANS

ARE MEASURED AND PAID UNDER A SINGLE BID ITEM. SEE BID

TABULATION NUMBER 107.01000.

5. SEE DRAINAGE PLANS FOR HEADWALL AND PIPE INLET/OUTLET

PROTECTION.

6. SEE LANDSCAPE PLANS FOR SEEDING AND GRANITE.

EC2 Erosion Control (Grate/Curb Inlet Protection)

16 EACH

EC3 Erosion Control (9" Wattle)

10,112 LF

J. THE OPERATOR SHALL PERFORM, AT A MINIMUM, A VISUAL

INSPECTION OF THE CONSTRUCTION SITE ONCE EVERY SEVEN

CALENDAR DAYS OR ONCE EVERY 14 CALENDAR DAYS AND

WITHIN 24 HOURS OF ANY RAIN EVENT GREATER THAN OR EQUAL

TO 1/2-INCH AS RECORDED BY THE CLOSEST FLOOD CONTROL

DISTRICT OF MARICOPA COUNTY RAIN GAGE. IF WITHIN 1/4 MILE

OF AN IMPAIRED WATER, INSPECTIONS SHALL BE PERFORMED AT

A MINIMUM OF ONCE EVERY SEVEN CALENDAR DAYS AND SHOULD

INCLUDE VISUAL OBSERVATIONS OF STORM WATER DISCHARGES

AT ALL DISCHARGE LOCATIONS WITHIN ONE BUSINESS DAY AFTER

EACH RAIN EVENT OF 1/2-INCH OR GREATER, AS RECORDED BY

THE CLOSEST FLOOD CONTROL DISTRICT OF MARICOPA COUNTY

RAIN GAGE. THE OPERATOR SHALL PREPARE A REPORT

DOCUMENTING HIS/HER FINDINGS ON THE CONDITIONS OF THE

SWPPP CONTROLS AND NOTE ANY EROSION PROBLEM AREAS.

THE OPERATOR’S REPORT IS TO BE MAINTAINED ON SITE BY THE

OPERATOR.

K. THE OPERATOR OF THE SITE SHALL ALSO MAINTAIN RECORDS

WITH THE FOLLOWING INFORMATION:

1. THE DATES WHEN MAJOR GRADING ACTIVITIES OCCUR IN A

PARTICULAR AREA; AND

2. THE DATES WHEN CONSTRUCTION ACTIVITIES CEASE IN AN

AREA, TEMPORARILY OR PERMANENTLY; AND

3. THE DATES WHEN AN AREA IS STABILIZED, TEMPORARILY OR

PERMANENTLY; AND

4. THE DATES OF MAINTENANCE/REPLACEMENT OR REMOVAL OF

BEST MANAGEMENT PRACTICES (BMPS).

L. FACILITIES SHALL BE MAINTAINED AS NECESSARY TO ENSURE

THEIR CONTINUED FUNCTIONING. IN ADDITION, ALL CONTROLS AS

OUTLINED IN THE SWPPP SHALL BE MAINTAINED IN A

SATISFACTORY CONDITION UNTIL SUCH TIME THAT

CONSTRUCTION IS COMPLETED, PERMANENT DRAINAGE

FACILITIES ARE OPERATIONAL, AND THE POTENTIAL FOR EROSION

HAS PASSED.

M. THE OPERATOR SHALL AMEND THE SWPPP AS NECESSARY

DURING THE COURSE OF CONSTRUCTION TO RESOLVE ANY

PROBLEM AREAS WHICH BECOME EVIDENT DURING

CONSTRUCTION, ROUTINE INSPECTIONS, AND/OR PERIODS OF

RAINFALL. IF IT IS DETERMINED THAT CURRENT CONTROLS ARE

NOT EFFECTIVE AT MINIMIZING POLLUTANT DISCHARGES FROM

THE SITE, THE OPERATOR SHALL TAKE IMMEDIATE EFFORTS TO

CORRECT THE PROBLEM WITHIN 72 HOURS AND/OR PRIOR TO THE

NEXT RAIN EVENT. THE AMENDED PLAN SHALL BE MAINTAINED

ON-SITE AND IF REQUIRED, SUBMITTED WITHIN 15 CALENDAR

DAYS TO ADEQ.

N. IF, AT ANY TIME, THIS SITE BECOMES IMPACTED BY OTHER

CONSTRUCTION, STORM WATER POLLUTION PREVENTION

ACTIVITIES SHALL BE COORDINATED BETWEEN THE SITES AND

DOCUMENTED IN THE PROJECT SWPPP.

O. ONCE CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED AND

THE SITE HAS MET FINAL STABILIZATION REQUIREMENTS WITH

ALL TEMPORARY BMP'S REMOVED, THE AUTHORIZED SITE

REPRESENTATIVE MAY FILE A NOTICE OF TERMINATION (NOT)

WITH ADEQ, WITH A COPY SUBMITTED TO THE CITY OF GOODYEAR

ENGINEERING DEPARTMENT.

P. THE OPERATOR SHALL SUBMIT A COPY OF THE ADEQ NOT

ACKNOWLEDGEMENT LETTER TO THE CITY, WHICH WILL

EFFECTIVELY TERMINATE COVERAGE UNDER THE CONSTRUCTION

STORM WATER PERMIT ISSUED BY THE CITY.

NOT SHOWN

1-800-STAKE-IT

BEFORE YOU DIG

602-263-1100

(OUTSIDE MARICOPA COUNTY)

CALL TWO WORKING DAYS

CAMELBACK ROAD

SR 303L TO CITY LIMIT

CITY OF GOODYEAR

ENGINEERING DEPARTMENT

195 N. 145TH AVE

P.O.BOX 5100

BUILDING D,

GOODYEAR AZ 85338

4 6 3 2 S O U T H 3 6 T H S T R E E T P H O E N I X , A R I Z O N A 8 5 0 4 0 T e l. 6 0 2 . 2 2 2 . 9 8 2 2 F a x. 6 0 2 . 2 2 2 . 9 0 7 9 w w w . c o r r a l d e s i g n g r o u p . c o m corral design group, inc.

3 11

Construction Yard or R/W Fence (Typ)

M

I N

12" MIN.

EDGE TREATMENT TRENCHING

TYPICAL SECTION (NTS)

Width of Rock Mulch Shall be Equal to Roadway Entry or 30'-0" Minimum

M i n i m u m

NOTES:

1. Install Stabilized Construction Entrance/Exit Gravel Pad for traffic entering or exiting a construction site where sedimentation, clay, silt or other pollutants can be tracked onto public roads and/or adjacent water bodies, as approved by the Engineer. It may also be applied for construction entrance/exit wind erosion/dust control, as approved by the

Engineer.

2. Locate new Construction Entrance(s)/Exit(s) at appropriate project entrance/exit points as determined in field with the approval of the Engineer. Relocate Stabilized Construction

Entrance/Exit Gravel Pad as needed as project progresses. Replace Rock Mulch materials in drive paths when dirt or mud accumulates.

3. Rock Mulch materials shall be fractured/crushed rocks in angular shape. Natural river-run materials, especially rounded natural river rocks are not acceptable.

4. Make field adjustments and corrections of Construction Entrance/Exit Gravel Pad immediately if it is causing flooding and/or affecting roadway safety.

5. Install nonwoven fabric when water is applied for construction vehicle/equipment cleaning on

Gravel Pad.

6. Edge treatment trenching and nonwoven fabric shall not be required if NO wash water is used for vehicle/equipment cleaning.

7. The depth of Gravel Pad varies from 6" to 12" based on the necessities of construction vehicle/equipment as per the approval of the Engineer.

STABILIZED CONSTRUCTION ENTRANCE/EXIT GRAVEL PAD

Existing Roadway

Gradiation 1"-4" Angular

Rock Mulch Installed to a

Depth of 6" to 12"

Nonwoven Very High

Survivability Fabric Beneath

All Aggregate

Existing Roadway

Gradiation D50 = 3" Angular Rock Mulch Installed to a

Depth of 6" to 12", Per MAG Section 220 and 703

Install Gravel Pad to be Flush with

Existing and Adjacent Roadway

Nonwoven Very High Survivability

Fabric Beneath All Aggregate with

Turn-Down Edge - See Typical

Section Detail Above, Per MAG

Section 796.1.3 Table 796.3, Class A

EC1DETAIL

NTS

(as needed)

BIRD'S EYE VIEW (NTS)

*ASSUMED 167 SQ.YD. ROCK MULCH PER EACH

STABILIZED CONSTRUCTION ENTRANCE/EXIT

1-800-STAKE-IT

BEFORE YOU DIG

602-263-1100

(OUTSIDE MARICOPA COUNTY)

CALL TWO WORKING DAYS

CAMELBACK ROAD

SR 303L TO CITY LIMIT

CITY OF GOODYEAR

ENGINEERING DEPARTMENT

195 N. 145TH AVE

P.O.BOX 5100

BUILDING D,

GOODYEAR AZ 85338

4 6 3 2 S O U T H 3 6 T H S T R E E T P H O E N I X , A R I Z O N A 8 5 0 4 0 T e l. 6 0 2 . 2 2 2 . 9 8 2 2 F a x. 6 0 2 . 2 2 2 . 9 0 7 9 w w w . c o r r a l d e s i g n g r o u p . c o m corral design group, inc.

4 11

Combination Curb Inlet and Grate

Inlet Protection, ERTEC

Enviromental Systems Curb Inlet

Guard or Approved Equal

Inlet Protection Height - 6"

Under Seal Gasket

NOTES:

1. Placement and installation shall be accomplished per curb inlet protection manufacturer recommendations for traffic and non-traffic conditions with approval of Engineer.

2. Perform maintenance as required. Inspect following rainfall events and at least daily during prolonged rainfall. Maintain to provide an adequate sediment holding capacity. Debris shall be removed when sediment accumulation reached 50% of barrier height. Removed sediment shall be incorporated in the project at designated locations, as approved by Engineer.

3. For Grate/Curb Inlets over 5', add additional 6' segments to cover Grate/Curb Inlets.

4. Field adjust and correct inlet protection immediately if it is causing flooding and/or affecting roadway safety.

GRATE/CURB INLET PROTECTION

EC2DETAIL NTS

Filter Height - 2"

FILL SLOPE PERIMETER

PROTECTION SECTION (NTS)

** Note:

Applicable only in the areas of concentrated flow - to include but not be limited to roadway sag spots and drop-off repair locations as per the direction of the Engineer.

Sediment Loading

Zone Min. 2'-0"

Limits of Disturbance

Fill Slope Perimeter Protection

9" Dia. Straw Wattle

Excavated Material To Be Tamped Against

Upstream Side of Sediment Wattles To Prevent

Undermining. The Thickness Should Be No More

Than 2" to Avoid Dramatic Reduction of the

Sediment Loading Capacity.

DETAILEC3NTS

SEDIMENT WATTLE

NOTES:

1. Install Sediment Wattle in conformance with manufacturers' specifications to meet site conditions in accordance with good engineering practices.

2. Sediment Wattles shall be in continuous contact with trench bottom and sides. Do not overlap wattle ends on top of each other.

3. Butt adjoining wattles tightly against each other. Drive the first end stake of the second wattle at an angle toward the first wattle to help abut them tightly.

4. Repair any rills or gullies promptly. Make field adjustments and corrections of

Sediment Wattle immediately if it is causing flooding, erosion, and/or affecting roadway safety.

5. Installation and maintenance of Sediment Wattles shall not negatively impact traffic safety, nor the designed function of roadway or bridge drainage facilities.

6. Install and maintain Sediment Wattles to carry the storm water of at least

2-year, 24-hour events.

1-800-STAKE-IT

BEFORE YOU DIG

602-263-1100

(OUTSIDE MARICOPA COUNTY)

CALL TWO WORKING DAYS

CAMELBACK ROAD

SR 303L TO CITY LIMIT

CITY OF GOODYEAR

ENGINEERING DEPARTMENT

195 N. 145TH AVE

P.O.BOX 5100

BUILDING D,

GOODYEAR AZ 85338

4 6 3 2 S O U T H 3 6 T H S T R E E T P H O E N I X , A R I Z O N A 8 5 0 4 0 T e l. 6 0 2 . 2 2 2 . 9 8 2 2 F a x. 6 0 2 . 2 2 2 . 9 0 7 9 w w w . c o r r a l d e s i g n g r o u p . c o m corral design group, inc.

5 11

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1-800-STAKE-IT

BEFORE YOU DIG

602-263-1100

(OUTSIDE MARICOPA COUNTY)

CALL TWO WORKING DAYS

CAMELBACK ROAD

SR 303L TO CITY LIMIT

CITY OF GOODYEAR

ENGINEERING DEPARTMENT

195 N. 145TH AVE

P.O.BOX 5100

BUILDING D,

GOODYEAR AZ 85338

4 6 3 2 S O U T H 3 6 T H S T R E E T P H O E N I X , A R I Z O N A 8 5 0 4 0 T e l. 6 0 2 . 2 2 2 . 9 8 2 2 F a x. 6 0 2 . 2 2 2 . 9 0 7 9 w w w . c o r r a l d e s i g n g r o u p . c o m corral design group, inc.

CAMELBACK RD

CAMELBACK RD

6 11

X

1-800-STAKE-IT

BEFORE YOU DIG

602-263-1100

(OUTSIDE MARICOPA COUNTY)

CALL TWO WORKING DAYS

CAMELBACK ROAD

SR 303L TO CITY LIMIT

CITY OF GOODYEAR

ENGINEERING DEPARTMENT

195 N. 145TH AVE

P.O.BOX 5100

BUILDING D,

GOODYEAR AZ 85338

4 6 3 2 S O U T H 3 6 T H S T R E E T P H O E N I X , A R I Z O N A 8 5 0 4 0 T e l. 6 0 2 . 2 2 2 . 9 8 2 2 F a x. 6 0 2 . 2 2 2 . 9 0 7 9 w w w . c o r r a l d e s i g n g r o u p . c o m corral design group, inc.

CAMELBACK RD

CAMELBACK RD

7 11

W

W M

X

X

1-800-STAKE-IT

BEFORE YOU DIG

602-263-1100

(OUTSIDE MARICOPA COUNTY)

CALL TWO WORKING DAYS

CAMELBACK ROAD

SR 303L TO CITY LIMIT

CITY OF GOODYEAR

ENGINEERING DEPARTMENT

195 N. 145TH AVE

P.O.BOX 5100

BUILDING D,

GOODYEAR AZ 85338

4 6 3 2 S O U T H 3 6 T H S T R E E T P H O E N I X , A R I Z O N A 8 5 0 4 0 T e l. 6 0 2 . 2 2 2 . 9 8 2 2 F a x. 6 0 2 . 2 2 2 . 9 0 7 9 w w w . c o r r a l d e s i g n g r o u p . c o m corral design group, inc.

CAMELBACK RD

CAMELBACK RD

8 11

X X X X X X X X X X X X X X X X X X X X X X X X

XXXXXXXXXXXXXXX

X

X

X X

X X

X

X X X X X X

X

X

X

X

X

X X

1-800-STAKE-IT

BEFORE YOU DIG

602-263-1100

(OUTSIDE MARICOPA COUNTY)

CALL TWO WORKING DAYS

CAMELBACK ROAD

SR 303L TO CITY LIMIT

CITY OF GOODYEAR

ENGINEERING DEPARTMENT

195 N. 145TH AVE

P.O.BOX 5100

BUILDING D,

GOODYEAR AZ 85338

4 6 3 2 S O U T H 3 6 T H S T R E E T P H O E N I X , A R I Z O N A 8 5 0 4 0 T e l. 6 0 2 . 2 2 2 . 9 8 2 2 F a x. 6 0 2 . 2 2 2 . 9 0 7 9 w w w . c o r r a l d e s i g n g r o u p . c o m corral design group, inc.

CAMELBACK RD

CAMELBACK RD

9 11

X X

X

X X X

X

X

X

X

X

X X

X

XX X X

X X

XX

X

X

X X

XX X X X

X

X

X X

X X

X

X X

X

XXXXX

X X X

X X

X

X X X X X X

X X

XXXX

X X X X X X

XXX

X

X X

X

X

X

WM

W W

W W

W W

1-800-STAKE-IT

BEFORE YOU DIG

602-263-1100

(OUTSIDE MARICOPA COUNTY)

CALL TWO WORKING DAYS

CAMELBACK ROAD

SR 303L TO CITY LIMIT

CITY OF GOODYEAR

ENGINEERING DEPARTMENT

195 N. 145TH AVE

P.O.BOX 5100

BUILDING D,

GOODYEAR AZ 85338

4 6 3 2 S O U T H 3 6 T H S T R E E T P H O E N I X , A R I Z O N A 8 5 0 4 0 T e l. 6 0 2 . 2 2 2 . 9 8 2 2 F a x. 6 0 2 . 2 2 2 . 9 0 7 9 w w w . c o r r a l d e s i g n g r o u p . c o m corral design group, inc.

CAMELBACK RD

CAMELBACK RD

NO TEMPORARY PROTECTIONS FOR THIS VIEW

10 11

X

X

X

X X

X

X X

X

X X

X

X X

X

X X

X

X

X X

X X

X X

X

X X

X

X X X X X X X X

X X

X

X X

X X

X X

X XX X XX X X

X X X

X

XX

XX

X

X X

X

X X

XXX

X X

X X

X

X

X

X

X X

X XX X

X X X X

X

X X

X X

X X X

X

X X

X X X X

X

X

XXXX

X

X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X

X

X

X

X X

X X

X

X X

X X

X

X X X X X X X X X

X X

X X

X

1-800-STAKE-IT

BEFORE YOU DIG

602-263-1100

(OUTSIDE MARICOPA COUNTY)

CALL TWO WORKING DAYS

CAMELBACK ROAD

SR 303L TO CITY LIMIT

CITY OF GOODYEAR

ENGINEERING DEPARTMENT

195 N. 145TH AVE

P.O.BOX 5100

BUILDING D,

GOODYEAR AZ 85338

4 6 3 2 S O U T H 3 6 T H S T R E E T P H O E N I X , A R I Z O N A 8 5 0 4 0 T e l. 6 0 2 . 2 2 2 . 9 8 2 2 F a x. 6 0 2 . 2 2 2 . 9 0 7 9 w w w . c o r r a l d e s i g n g r o u p . c o m corral design group, inc.

CAMELBACK RD

CAMELBACK RD

NO TEMPORARY PROTECTIONS FOR THIS VIEW

NO TEMPORARY PROTECTIONS FOR THIS VIEW

11 11