Development Application

City of El Mirage — Regular Meeting (2023-10-03)

Extracted text (via pymupdf) 58471 characters

PZ23-01-01
7/11/2023

Threaded Studios – 3370 N. HAYDEN RD SUITE 123-303
SCOTTSDALE, AZ 85251
602-214-7270

narrative

RE: SUNBELT EL MIRAGE PREAPPLICATION NARRATIVE

This project consists of a new 12,000 s.f. single story building which will be utilized for leasing
and maintenance of equipment related to a commercial equipment rental business. The south
portion of the site contains public parking, asphalt drives and landscape areas. The northern
portion of the site will be used as a storage yard to house equipment, not out for rental. This
site will be completely screened by an 8' solid masonry wall with solid automatic access gates.

A new exit only drive apron is proposed along El Mirage Rd and will align with the existing drive
across the street. Existing drive apron locations on W Butler Dr will remain.

John Meissner NCARB
602-214-7270

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SUBMITTAL & REVISION RECORD
DESCRIPTION
DATE
NO
Contact Arizona 811 at least two full
working days before you begin excavation
Call 811 or click Arizona811.com
SUNBELT RENTALS
EL MIRAGE FACILITY EXPANSION
12398 W. BUTLER DR
EL MIRAGE, AZ
APN: 501-46-001T
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:
SHEET
OF
DRAWING NO.:
COVER SHEET
230185-C
1"=XXX
APRIL 2023
TLL
DAP
DAP
0
9
CO
3-31-2024
05/11/23
CENTER LINE/MONUMENT LINE
PROPERTY BOUNDARY LINE
CURB & GUTTER
INDICATES DRIVEWAY
NEW VIEW WALL PER 6/D2
EDGE OF PAVEMENT
NEW 6' SOLID MASONRY WALL
ELECTRIC UTILITY
SEWER UTILITY
WATER UTILITY
LANDSCAPE SETBACK
PARKING WATER RETENTION
NEW 8' SOLID MASONRY WALL
PER 4/D2
PER 7/D2
28' INSIDE, 48' OUTSIDE FIRE
TRUCK TURNING RADIUS
33'x33' SVT
OVERHEAD UTILITY
FIRE WATER SUPPLY
EXISTING CHAINLINK FENCE
ACCESS
EXISTING FENCE
GRADE BREAKS
SITE DATA TABLE
ADDRESS:
12398 W. BUTLER DR
EL MIRAGE, AZ
APN:
501-46-001T
TOTAL LAND AREA:
11.02480,230 SF
ZONING:
CP/EI 1-2 OVERLAY
LEGAL DESCRIPTION:
PT S2 NE4 SEC 35 DAF COM E4 COR SD SEC TH N 30F TH W 33F TPOB TH
W 517.99F TH N 660F TH W 1.68F TH N 191.17F TH E 506.46F TH S 851.34F
TPOB P/F 00-0720659 EX TH POR S2 NE4 SEC 35 DAF COM E4 COR SD SEC
TH N 30F TH W 33F POB TH N 151.33F TH W 27F TH S 47.55F TH E 5F TH S
151.69F TH E 5F TH S 208.88F TH E 5F TH S 413.44F TH S 45D 22M W 42.09F
TH E 42F POB P/F 16-0351877
FEMA FLOOD PLAIN DESIGNATION:
ZONE X PER FIRM 04013C1690M EFFECTIVE 09/18/2020
SURROUNDING PROPERTY LAND USE:
NORTH:
500-10-877: PAD - PLANNED AREA DEVELOPMENT
EAST:
500-10-878: PAD - PLANNED AREA DEVELOPMENT
500-04-019S: I1- LIGHT INDUSTRIAL PARK
500-04-013: MF-24 - MULTI-FAMILY RESIDENTIAL
SOUTH:
500-04-020: I1- LIGHT INDUSTRIAL PARK
WEST:
500-09-434: I1- LIGHT INDUSTRIAL PARK
PROJECT NARRATIVE:
THIS PROJECT CONSISTS OF A NEW 12,000 S.F SINGLE STORY BUILDING
FOR THE USE OF LEASING AND MAINTENANCE FORAN EQUIPMENT
RENTAL BUSINESS. THE SOUTH PORTION OF THE SITE CONTAINS PUBLIC
PARKING, ASPHALT DRIVES AND LANDSCAPE AREAS. THE NORTHERN
PORTION OF THE SITE WILL BE USED AS A STORAGE YARD TO HOUSE
EQUIPMENT NOT OUT FOR RENTAL. THIS AREA WILL BE COMPLETELY
SCREENED BY A 8' SOLID MASONRY WALL WITH SOLID AUTOMATIC
ACCESS GATES.
PARKING:
-GENERAL RETAIL PARKING REQUIRED: (1/300)
12,000 X 0.9 SF /300 = 36 STALLS
-PARKING PROVIDED:
STANDARD =
39 STALLS
ADA COMPLIANT =
2 VAN ACCESSIBLE STALLS
PROJECT
LOCATION
W BUTTLER DR.
N. EL MIRAGE RD.
PREPARED BY:
SITE DEVELOPMENT PLAN
SUNBELT RENTALS EL MIRAGE FACILITY
12398 W. BUTLER DR EL MIRAGE, AZ A PORTION OF NORTHEAST QUARTER OF SECTION 35
T. 3 N R. 1 W OF THE GILA & SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA
REGISTERED ENGINEER/LAND SURVEYOR DATE
REGISTRATION NUMBER
DWG NO.
DRAWING TITLES
INDEX OF SHEETS
0
CO
COVER SHEET
1
C100
GENERAL NOTES
2
C101
SITE PLAN
3
C102
GRADING & DRAINAGE PLAN
4
C103
CROSS SECTIONS
5
C104
FIRE PLAN
6
C105
UTILITY PLAN
7
C106
PAVING PLAN
8
C107
SWPPP PLAN
9
C108
SWPPP PLAN DETAILS
SHT NO.
COMMUNITY
NUMBER
PANEL
#
SUFFIX
DATE OF FIRM
FIRM
ZONE
BASE FLOOD ELEVATION
(In AO Zone, Use Depth)
040051
2210
L
10/16/2013
X
NA
FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
DRAINAGE STATEMENT
THIS PROJECT IS A PROPOSED 12,000 SF SINGLE STORY BUILDING ON AN EXISTING SUNBELT RENTALS
SITE.
THE FINISHED FLOOR ELEVATION FOR NEW CONSTRUCTION SHALL BE A MINIMUM OF 14" (1.17 FEET)
ABOVE THE LOT OUTFALL, AND SHALL NOT BE SUBJECT TO FLOODING DURING THE 100 YEAR
PEAK STORM EVENT.
THE EXTREME OUTFALL ELEVATION IS AT THE SOUTHWEST CORNER OF THE SITE AT AN ELEVATION OF
1,180.50'
ENGINEER'S FINISHED FLOOR CERTIFICATION
I HEREBY CERTIFY THAT THE FINISH FLOORS ARE FREE FROM INUNDATION FOR ALL STORMS UP TO AND
INCLUDING, BUT NOT OVER, THE 100-YEAR STATISTICAL FLOOD EVENT, IF CONSTRUCTED ACCORDING TO
THESE APPROVED PLANS. THIS CERTIFICATION DOES NOT INCLUDE ANY GROUND WATER INUNDATION.
DECLARATION OF RESPONSIBLE CHARGE
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED
RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION R4-30-301 OF THE
RULES OF THE ARIZONA STATE BOARD OF TECHNICAL REGISTRATION, AND THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE REVIEW OF THE PROJECT DRAWINGS
AND SPECIFICATIONS BY MARICOPA COUNTY IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE
ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR THE PROJECT DESIGN.
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.
VICINITY MAP
N.T.S.
SECTION 35
TOWNSHIP 3N. RANGE 1W
ENGINEER
ALTA SOUTHWEST
501 S 48TH ST STE 110
TEMPE, AZ 85281
CONTACT: DAVID POUNDERS, PE
PHONE:
(480) 323-5314
DAVID.POUNDERS@ALTAARIZONA.COM
ARCHITECT
THREADED STUDIOS, PLLC
3370 N. HAYOEN RD STE 123-303
SCOTTSDALE, AZ. 85251
CONTACT: JOHN MEISSNER AIA, NCARB
PHONE: (602) 214-7270
JOHN@THREADEDSTUDIOS.COM
OWNER
SUNBELT RENTALS
12398 W. BUTLER DR
EL MIRAGE, AZ
CONTACT: DOUGLAS HAYUNGS
PHONE: (480) 213-1206
DOUG.HAYUNGS@SUNBELTRENTALS.COM
OFFSITE QUANTITIES
ITEM
QUANTITY
UNIT
DRIVEWAY INSTALL
1
EA
PAVEMENT
1,875
SY
DRIVEWAY REMOVAL
1
EA
CURB AND GUTTER MAG STD DTL 220
1,210
LF
SIDEWALK
1,400
SF
UTILITY CONFLICT NOTICES
COMPANY
CONTACT
DATE SUBMITTED
ABBREVIATIONS
EARTH WORK
CUT
2,575 CY
FILL
2,409 CY
NET
166 CY CUT
NORTH
LEGEND
APPROVALS
THIS SET OF PLANS HAS BEEN REVIEWED FOR COMPLIANCE WITH CITY REQUIREMENTS PRIOR TO
ISSUANCE OF PERMITS. THE CITY NEITHER ACCEPTS NOR ASSUMES ANY LIABILITY FOR ERRORS OR
OMISSIONS. THE COMPLIANCE APPROVAL SHALL NOT PREVENT THE CITY ENGINEER FROM REQUIRING
CORRECTIONS OF ERRORS OR OMISSIONS IN PLANS FOUND TO BE IN VIOLATION OF LAW OR
ORDINANCES.
______________________________________________
_______________________
EL MIRAGE CITY ENGINEER
DATE
BENCHMARK
EAST 1/4 OF SECTION35, TOWNSHIP 3 NORTH, RANGE 1 WEST FOUND
BRASS CAP IN HANDHOLE AT THE INTERSECTION OF BUTLER DRIVE AND
EL MIRAGE ROAD.
ASAM #1
ELEVATION= 1091.40 (NAVD88) DATUM
BASIS OF BEARINGS
S00°24'50"E ALONG THE MONUMENT LINE OF EL MIRAGE ROAD AS
MEASURED BETWEEN MONUMENTS NUMBERED 1 AND 5 SHOWN HEREON
AND DESCRIBED UNDER MONUMENT NOTES.
PAVEMENT

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SUBMITTAL & REVISION RECORD
DESCRIPTION
DATE
NO
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:
SHEET
OF
DRAWING NO.:
GENERAL NOTES
230185-C
1"=XXX
APRIL 2023
TLL
DAP
DAP
1
9
C100
CITY OF EL MIRAGE GENERAL NOTES
1.
ALL CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE MARICOPA ASSOCIATION OF GOVERNMENT'S
(MAG) UNIFORM STANDARD SPECIFICATIONS AND DETAILS FOR PUBLIC WORKS CONSTRUCTION. THE LATEST EDITION
OF THE CITY OF EL MIRAGE DESIGN AND DEVELOPMENT STANDARDS MANUAL (DDSM), GENERAL NOTES AND
STANDARD DETAILS WILL CONTINUE TO APPLY WHERE SUCH DETAILS WERE NOT ADOPTED OR INCLUDED BY MAG.
ALTERNATE DETAILS AND SPECIFICATIONS MAY BE SUBMITTED FOR REVIEW AND ACCEPTANCE BY THE ENGINEERING
DIVISION. IF ACCEPTED, ALTERNATE DETAILS WILL BE SHOWN AS PART OF THE APPROVED PLANS/DETAIL SHEETS.
2.
THIS SET OF PLANS HAS BEEN REVIEWED FOR COMPLIANCE WITH CITY REQUIREMENTS PRIOR TO ISSUANCE OF
ENGINEERING CONSTRUCTION PERMITS. HOWEVER, SUCH REVIEW SHALL NOT PREVENT THE CITY ENGINEER FROM
REQUIRING CORRECTION OF ERRORS OR OMISSIONS IN PLANS FOUND TO BE IN VIOLATION OF ANY LAW OR
ORDINANCE.
3.
APPROVAL BY THE CITY ENGINEER IS FOR GENERAL LAYOUT IN RIGHT-OF-WAY ONLY. THIS APPROVAL OF
CONSTRUCTION PLANS IS VALID FOR A PERIOD OF NINE (9) MONTHS. ENGINEERING CONSTRUCTION PERMITS SHALL BE
OBTAINED WITHIN THIS PERIOD OR THE PLANS SHALL BE RESUBMITTED FOR APPROVAL. WORK SHALL ALSO BE
CONTINUOUSLY PURSUED IN ORDER TO MAINTAIN A VALID PLAN APPROVAL AND PERMIT. APPROVAL IS ONLY FOR WORK
WITHIN THE JURISDICTION OF THE CITY OF EL MIRAGE.
4.
THE CITY ENGINEER DOES NOT WARRANT ANY QUANTITIES SHOWN ON THESE PLANS.
5.
ENGINEERING CONSTRUCTION PERMITS FOR ANY WORK WITHIN THE RIGHT-OF-WAY AND EASEMENTS, AND ANY
GRADING AND DRAINAGE, WHETHER ON-SITE OR OFF-SITE, ARE REQUIRED PRIOR TO COMMENCING WORK. THE
BUILDING PERMIT SHALL NOT BE CONSTRUED IN ANY WAY AS PERMISSION TO COMMENCE WORK COVERED BY AN
ENGINEERING CONSTRUCTION PERMIT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR/DEVELOPER TO
UNDERSTAND THE WORK COVERED BY VARIOUS PERMITS.
6.
THE ENGINEERING INSPECTOR SHALL BE NOTIFIED FORTY-EIGHT (48) HOURS PRIOR TO ANY CONSTRUCTION WORK BY
TELEPHONE AT 623-876-2975. ANY WORK CONCEALED WITHOUT INSPECTION SHALL BE SUBJECT TO REMOVAL AND
REPLACEMENT AT THE CONTRACTOR'S/DEVELOPER'S EXPENSE.
7.
AN APPROVED SET OF PLANS MUST BE AVAILABLE ON THE JOB SITE AT ALL TIMES. THE CONTRACTOR'S/DEVELOPER'S
REPRESENTATIVE (CAPABLE OF COMMUNICATING WITH THE CITY'S REPRESENTATIVES) SHALL BE ON THE JOB AT ALL
TIMES THE WORK IS BEING PURSUED.
8.
THE CONTRACTOR/DEVELOPER IS RESPONSIBLE FOR PROVIDING EMERGENCY TELEPHONE NUMBERS TO THE CITY OF
EL MIRAGE AT TIME OF ISSUANCE OF ENGINEERING CONSTRUCTION PERMITS AND HAVE PERSONNEL AVAILABLE
24-HOURS A DAY TO RESPOND TO EMERGENCIES. IF THE CITY IS REQUIRED TO RESPOND AND MAKE EMERGENCY
REPAIRS ON BEHALF OF THE CONTRACTOR/DEVELOPER, THE CONTRACTOR/DEVELOPER IS RESPONSIBLE TO
REIMBURSE THE CITY FOR ALL COSTS INCURRED.
9.
IT SHALL BE THE RESPONSIBILITY OF THE PERMITTEE TO ARRANGE FOR THE RELOCATION AND RELOCATION COSTS OF
ALL UTILITIES, AND SUBMIT A UTILITY RELOCATION SCHEDULE PRIOR TO THE ISSUANCE OF AN ENGINEERING
CONSTRUCTION PERMIT.
10.
ALL UNDERGROUND TANKS REQUIRE A PERMIT FROM THE FIRE DEPARTMENT PRIOR TO REMOVAL.
11.
THE PROCEDURES AND METHODS USED TO SAMPLE, TEST MATERIALS, AND REPORT TEST RESULTS WILL BE
DETERMINED BY THE ENGINEERING DIVISION. FOR ALL PHASES OF CONSTRUCTION, THE TYPE, SCHEDULING,
FREQUENCY AND LOCATION OF ALL MATERIALS TESTING AND SAMPLING SHALL BE DETERMINED BY THE ENGINEERING
DIVISION. ALL TEST RESULTS SHALL BE REPORTED DIRECTLY (IN WRITING) TO THE ENGINEERING DIVISION. FOR EACH
PHASE OF CONSTRUCTION, TEST RESULTS (IN WRITING) MUST BE RECEIVED FROM THE TESTING LABORATORY, PRIOR
TO THE START OF THE NEXT PHASE OF CONSTRUCTION. ROCK CORRECTIONS ARE REQUIRED FOR EACH IN-PLACE
DENSITY TEST. NUCLEAR/SAND CONE CORRELATIONS ARE REQUIRED WITH ONE (1) SAND CONE TEST FOR EVERY TEN
(10) NUCLEAR DENSITY TESTS TAKEN ON-SITE. SEE CITY OF EL MIRAGE MATERIALS TESTING GUIDELINES FOR MORE
INFORMATION.
12.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR/DEVELOPER TO SCHEDULE WATER AND SEWER TESTING WITH THE
CITY INSPECTOR PER THE CITY'S DESIGN & DEVELOPMENT STANDARDS MANUAL (DDSM). NO TESTING SHALL BE
ACCEPTED BY THE INSPECTOR UNTIL ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED.
13.
THE EXCAVATING CONTRACTOR MUST GIVE A LOCATION FOR WASTING EXCESS EXCAVATION AND A LETTER FROM THE
OWNER GIVING PERMISSION FOR DUMPING PRIOR TO STARTING ON-SITE CONSTRUCTION.
14.
IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO VERIFY THE PRESENCE AND LOCATION OF ALL EXISTING OVERHEAD
AND/OR UNDERGROUND UTILITIES THAT MAY INTERFERE WITH THIS CONSTRUCTION, WHETHER OR NOT SAID UTILITIES
ARE SHOWN ON THE CONSTRUCTION PLANS FOR THIS PROJECT, AND TO ADEQUATELY PROTECT AND MAINTAIN ANY
SUCH UTILITIES. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AND/OR REPLACED AT THE CONTRACTOR'S
EXPENSE.
15.
THE ENGINEERING DIVISION DOES NOT ASSUME ANY LIABILITY FOR ERRORS OF LINE AND/OR GRADE ON ANY STAKING
WHICH HAS BEEN DISTURBED IN ANY WAY, NOR DOES THE DESIGN ENGINEER ASSUME ANY LIABILITY FOR ERRORS OF
LINE AND/OR GRADE ON ANY STAKING THAT HAS BEEN IN PLACE FOR A PERIOD OF TWENTY-FOUR (24) HOURS OR MORE
WITHOUT THE COMMENCEMENT OF THE CONSTRUCTION FOR WHICH IT WAS SET.
16.
THE CONTRACTOR SHALL CONTACT BLUE STAKE AT (602) 263-1100 PRIOR TO CONSTRUCTION. IT IS THE RESPONSIBILITY
OF THE CONTRACTOR TO MAINTAIN CURRENT BLUE STAKE MARKINGS THROUGHOUT CONSTRUCTION.
17.
THE CONTRACTOR SHALL LOCATE ALL EXISTING LANDSCAPING, LANDSCAPING IRRIGATION LINES, PROPERTY
MONUMENTS, FENCING OR SURFACE FEATURES PRIOR TO CONSTRUCTION. ANYTHING DISTURBED DURING
CONSTRUCTION SHALL BE REPLACED IN KIND AT THE CONTRACTOR'S EXPENSE.
18.
THE CONTRACTOR SHALL CONTACT THE BUILDING SAFETY DIVISION AT (623) 251-3503 TO START THE PROCESS FOR
OBTAINING A FIRE HYDRANT METER. ONCE APPROVED, THE CONTRACTOR WILL CONTACT THE CUSTOMER SERVICE
DEPARTMENT AT (623) 933-1228 TO SCHEDULE THE INSTALLATION OR RELOCATION OF THE HYDRANT METER.
CONTRACTORS SHALL NOT RELOCATE HYDRANT METERS THEMSELVES. THE CONTRACTOR MUST PROVIDE THEIR OWN
SUPPORT, BACKFLOW PREVENTER AND CERTIFIED TESTER WITH A CITY WITNESS. A COPY OF THE CERTIFICATION MUST
BE PROVIDED TO THE CITY INSPECTOR PRIOR TO USE.
19.
ALL CONTRACTORS/DEVELOPERS ARE RESPONSIBLE TO CONSTRUCT STABILIZED CONSTRUCTION ENTRANCES IN
ORDER TO REDUCE OR ELIMINATE THE TRACKING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAYS OR STREETS. GRAVEL
TRACK-OUT PADS SHALL MEET CURRENT MARICOPA COUNTY STANDARDS. THE CONTRACTOR/DEVELOPER SHALL
IMMEDIATELY REMOVE ANY SEDIMENT TRACKED ONTO PUBLIC RIGHTS-OF-WAYS OR STREETS.
20.
ALL DRAINAGE PROTECTIVE DEVICES SUCH AS SWALES, INTERCEPTION DITCHES, PIPES, PROTECTIVE BERMS,
CONCRETE CHANNELS OR OTHER MEASURES DESIGNED TO PROTECT IMPROVEMENTS, WHETHER EXISTING OR
PROPOSED, FROM RUNOFF OR DAMAGE FROM STORM WATER, MUST BE CONSTRUCTED PRIOR TO THE CONSTRUCTION
OF ANY IMPROVEMENTS.
21.
ANY AND ALL OBSTRUCTIONS WITHIN THE RIGHTS-OF-WAY AND EASEMENTS SHALL BE REMOVED BEFORE ANY
CONSTRUCTION IS COMMENCED.
22.
ALL CONTRACTORS/DEVELOPERS ARE RESPONSIBLE TO OBTAIN A NATIONAL POLLUTION DISCHARGE ELIMINATION
SYSTEM (NPDES) PERMIT IN ACCORDANCE WITH FEDERAL AND STATE REGULATIONS, INCLUDING NOTICE OF INTENT
(NOI), NOTICE OF TERMINATION (NOT), AND STORM WATER POLLUTION PREVENTION PLAN (SWPPP). A COPY OF THE NOI
AND SWPPP SHALL BE AVAILABLE ON THE JOB SITE AT ALL TIMES.
23.
ALL CONTRACTORS/DEVELOPERS ARE RESPONSIBLE TO OBTAIN ANY NECESSARY 401 AND 404 PERMITS. A COPY OF
THE PERMIT SHALL BE SUBMITTED TO THE CITY PRIOR TO APPROVAL OF THE GRADING AND DRAINAGE PLANS.
24.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR/DEVELOPER TO OBTAIN ANY AND ALL OTHER PERMITS AND MEET ANY
REQUIREMENTS
SET
FORTH
BY
OTHER
AGENCIES
OR
UTILITIES
WHICH
HAVE
JURISDICTION
AT
THE
CONTRACTOR'S/DEVELOPER'S EXPENSE. THE CONTRACTOR/DEVELOPER SHALL MEET THE REQUIREMENTS OF THESE
PERMITS AS SET FORTH THEREIN.
25.
AS A REMINDER, MARICOPA COUNTY ENVIRONMENTAL SERVICES DEPARTMENT HAS ASKED THE CITY TO INFORM ALL
CONTRACTORS/DEVELOPERS WORKING IN THE CITY OF EL MIRAGE OF THE FOLLOWING: PER THE MARICOPA COUNTY
AIR POLLUTION CONTROL RULES AND REGULATIONS ON EARTH MOVING EQUIPMENT PERMITS, NO PERSON SHALL
CAUSE OR PERMIT THE USE OF ANY POWER OR MECHANICAL EQUIPMENT FOR COMMERCIAL PURPOSES TO CLEAR,
EXCAVATE OR LEVEL LAND, INCLUDING BUT NOT LIMITED TO BLASTING, DEMOLITION, ROAD AND STREET
CONSTRUCTION, SWIMMING POOL EXCAVATING, TRENCHING, VEGETATION REMOVAL, OR ENGAGE IN ANY OTHER EARTH
MOVING ACTIVITIES WITHOUT FIRST OBTAINING A PERMIT FROM THE MARICOPA COUNTY ENVIRONMENTAL SERVICES
DEPARTMENT. THE PROPERTY OWNER, LESSEE, DEVELOPER OR PRIME CONTRACTOR WILL BE RESPONSIBLE FOR
ACQUIRING THE PERMIT. ALSO AS A REMINDER, IF THE ABOVE REFERENCED DEVELOPMENT HAS WORK THAT NEEDS TO
BE DONE IN THE MARICOPA COUNTY RIGHTS-OF-WAY, PLEASE OBTAIN ALL PERMITS FROM THE MARICOPA COUNTY
DEPARTMENT OF TRANSPORTATION. THE PERMITS ISSUED BY THE CITY OF EL MIRAGE DO NOT COVER THE MARICOPA
COUNTY RIGHTS-OF-WAY.
26.
EMERGENCY VEHICLE ACCESS TO BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION AS REQUIRED BY THE CITY
OF EL MIRAGE FIRE DEPARTMENT.
27.
ANY EXISTING LANDSCAPING AND/OR IRRIGATION SYSTEM DISTURBED BY CONSTRUCTION SHALL BE REPLACED IN KIND
BY THE CONTRACTOR. THE CONTRACTOR SHALL CALL AND COORDINATE THIS WORK WITH THE CITY OF EL MIRAGE
OPERATIONS SUPERINTENDENT AT (480) 372-1131.
28.
THE CONTRACTOR/DEVELOPER IS SOLELY RESPONSIBLE FOR ALL JOB SITE SAFETY, INCLUDING BUT NOT LIMITED TO
MEETING ALL REQUIREMENTS OF OSHA AND ADOSH. THE CITY OF EL MIRAGE ENGINEERING INSPECTOR IS NOT
AUTHORIZED TO ADVISE OR DIRECT THE CONTRACTOR/DEVELOPER REGARDING MATTERS OF JOB SITE SAFETY.
SHOULD THE CONTRACTOR/DEVELOPER ACT ON SUCH ADVICE OR DIRECTION, IT IS AT THE RISK OF THE
CONTRACTOR/DEVELOPER.
DRY WELL NOTES
1.
THE OWNER/DEVELOPER SHALL BE RESPONSIBLE FOR REGISTERING THE DRY WELLS
SHOWN ON THE GRADING AND DRAINAGE PLAN WITH THE ARIZONA DEPARTMENT OF
ENVIRONMENTAL QUALITY (A.D.E.Q.), FOR INFORMATION ABOUT SPECIFIC
REQUIREMENTS, CONTACT THE WATER PERMITS UNIT AT (602) 771-4686.
2.
DRYWELLS MUST BE DRILLED A MINIMUM 10' INTO PERMEABLE POROUS STRATA OR
PERCOLATION TESTS WILL BE REQUIRED. THE GRADING AND DRAINAGE INSPECTOR
MUST BE PRESENT BEFORE BACKFILL OR WELL PIPES ARE PLACED WITHIN ANY DRY
WELLS.
3.
THE OWNER/ DEVELOPER IS RESPONSIBLE FOR INSTALLING DRY WELL(S) SHOULD THE
RETENTION BASINS FAIL TO DRAIN WITHIN 36 HOURS.
ENGINEER NOTES
CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD LOCATION AND VERIFICATION OF ALL UTILITIES
(BOTH SHOWN ON THE PLANS & THOSE NOT SHOWN ON THE PLANS) PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER OF
ANY DISCREPANCIES PRIOR TO THE CONSTRUCTION PHASE OF THE PROJECT. IN ACCORDANCE WITH
AAC R18-4-119, ALL MATERIALS ADDED AFTER JANUARY 1, 1993 WHICH MAY COME INTO CONTACT
WITH DRINKING WATER SHALL CONFORM TO THE NATIONAL SANITATION FOUNDATION STANDARDS 60
& 61.
NOTE: ALL QUANTITIES LISTED ON THESE PLANS ARE ESTIMATES ONLY. THE CONTRACTOR SHALL
MAKE HIS OWN DETERMINATION OF THE QUANTITIES AND BASE HIS BID ON HIS ESTIMATE. THE
OWNER/DEVELOPER IS RESPONSIBLE FOR INSTALLING DRYWELL(S) SHOULD THE RETENTION BASINS
FAIL TO DRAIN WITHIN 36 HOURS.
CITY OF EL MIRAGE GRADING AND DRAINAGE NOTES
1.
THE GRADING AND DRAINAGE PLANS MUST BE APPROVED BY THE CITY ENGINEER. THE ENGINEERING INSPECTOR
SHALL BE NOTIFIED AT (623) 876-2975, 48 HOURS BEFORE ANY ON-SITE CONSTRUCTION BEGINS. AN APPROVED
GRADING AND DRAINAGE PLAN MUST BE ON THE JOB SITE AT ALL TIMES. DEVIATIONS FROM THE PLANS MUST BE
PRECEDED BY AN APPROVED PLAN REVISION.
2.
AN ENGINEERING CONSTRUCTION PERMIT IS REQUIRED PRIOR TO ANY ON-SITE GRADING, INCLUDING CUSTOM HOMES.
PRIOR TO THE RELEASE OF THE PERMIT, THE CONTRACTOR MUST OBTAIN A DUST CONTROL PERMIT FROM THE
MARICOPA COUNTY AIR QUALITY DIVISION AND PROVIDE A COPY TO THE CITY.
3.
GRADING AND DRAINAGE PLAN APPROVAL INCLUDES: A. CONSTRUCTION OF ALL SURFACE IMPROVEMENTS SHOWN ON
THE APPROVED GRADING AND DRAINAGE PLAN, INCLUDING BUT NOT LIMITED TO, RETENTION AREAS AND/OR OTHER
DRAINAGE FACILITIES, DRAINAGE PATTERNS, CHANNELS, WALLS, CURBING, ASPHALT PAVEMENT, BANK PROTECTION
AND CHANNELIZATION, AND BUILDING FLOOR ELEVATIONS. B. CONTRACTOR SHALL PROVIDE MINIMUM SLOPE TO THE
BOTTOM IN ALL RETENTION BASINS AT ELEVATIONS AS SHOWN ON THE PLANS. RETENTION BASIN SIDE SLOPES SHALL
NOT EXCEED 3:1 ON PRIVATE PROPERTY AND 6:1 ADJACENT TO PUBLIC RIGHT-OF-WAY UNLESS NOTED OTHERWISE ON
PLANS.
4.
ALL DRAINAGE PROTECTIVE DEVICES SUCH AS SWALES, INTERCEPTOR DITCHES, PIPES, PROTECTIVE BERMS,
CONCRETE CHANNELS OR OTHER MEASURES DESIGNED TO PROTECT HOMES OR OTHER IMPROVEMENTS WHETHER
EXISTING OR PROPOSED, FROM RUNOFF OR DAMAGE FROM STORM WATER, MUST BE CONSTRUCTED PRIOR TO THE
CONSTRUCTION OF ANY IMPROVEMENTS.
5.
ACCESS BARRIERS/TRASH RACKS ARE REQUIRED ON THE EXPOSED ENDS OF ALL STORM DRAINS EIGHTEEN (18)
INCHES IN DIAMETER OR GREATER.
6.
DRYWELLS MUST BE DRILLED A MINIMUM OF TEN (10) FEET INTO PERMEABLE POROUS STRATA AND PERCOLATION
TESTS WILL BE REQUIRED. THE CITY ENGINEERING INSPECTOR MUST BE PRESENT BEFORE BACKFILL OR WALL PIPES
ARE PLACED WITHIN ANY DRYWELL. PERCOLATION TESTS MUST BE CONDUCTED BY AN INDEPENDENT LABORATORY
AND RESULTS PROVIDED TO THE ENGINEERING DIVISION. ALL DRYWELLS MUST BE REGISTERED WITH ADEQ. COPIES OF
DRILLING LOGS AND ADEQ REGISTRATION INFORMATION MUST BE PROVIDED TO THE CITY.
7.
ALL FINISH FLOOR ELEVATIONS SHOWN ARE A MINIMUM OF 14-INCHES ABOVE THE POINT OF OUTFALL AND ONE (1)
FOOT ABOVE THE 100-YEAR BASE FLOOD ELEVATION AS SHOWN ON THE APPROVED PLAN.
8.
A FEMA ELEVATION CERTIFICATE FOR ALL NEW AND SUBSTANTIALLY IMPROVED CONSTRUCTION IN THE FLOODPLAIN
SHALL BE SUBMITTED TO THE ENGINEERING DIVISION PRIOR TO FINAL ACCEPTANCE OF THE PROJECT.
9.
SOILS COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE ENGINEERING DIVISION FOR ALL BUILDING PADS THAT
HAVE ONE (1) FOOT OR MORE OF FILL MATERIAL INDICATED.
10.
STAKING PAD AND/OR FINISH FLOOR ELEVATIONS IS THE RESPONSIBILITY OF THE DEVELOPER AND HIS ENGINEER. NO
MINIMUM FINISH FLOOR ELEVATION WILL BE RAISED OR LOWERED WITHOUT APPROVAL OF THE CITY ENGINEER. IN
NON-CRITICAL AREAS, THE DEVELOPER'S ENGINEER SHALL SUBMIT CERTIFICATION OF CONSTRUCTED BUILDING PAD
ELEVATIONS PRIOR TO REQUEST FOR FINAL INSPECTION. IN CRITICAL DRAINAGE AREAS, OR IN THE 100-YEAR
FLOODPLAIN, SUBSTITUTE BUILDING FLOOR ELEVATION IN ABOVE NOTE, OR FEMA ELEVATION CERTIFICATE.
11.
THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND CONFIRMING DEPTH OF ALL EXISTING UTILITY LINES WITHIN
PROPOSED RETENTION AND DRAINAGE FACILITY AREAS. IF THE DRAINAGE FACILITIES CANNOT BE CONSTRUCTED PER
PLAN AS A RESULT OF CONFLICT WITH UNDERGROUND UTILITIES, THE CONTRACTOR SHOULD CONTACT THE
ENGINEERING DIVISION AND THE DESIGN ENGINEER AND REQUEST MODIFICATION OF THE DRAINAGE FACILITY DESIGN.
12.
ALL BANK PROTECTION AND CHANNELIZATION MUST BE COMPLETED PRIOR TO FINAL ACCEPTANCE OF THE PROJECT.
13.
A SEPARATE HAUL PERMIT SHALL BE REQUIRED WHENEVER HAULING IN EXCESS OF 500 CUBIC YARDS OF MATERIAL IN
OR OUT OF A SITE. A HAUL ROUTE MUST BE SUBMITTED AND APPROVED BY THE ENGINEERING DIVISION. ADDITIONAL
REQUIREMENTS AS SET FORTH BY THE ENGINEERING DIVISION SHALL BE MET.
14.
ALL CONTRACTORS/DEVELOPERS ARE RESPONSIBLE TO OBTAIN A NATIONAL POLLUTION DISCHARGE ELIMINATION
SYSTEM (NPDES) PERMIT IN ACCORDANCE WITH FEDERAL AND STATE REGULATIONS, INCLUDING NOTICE OF INTENT
(NOI), NOTICE OF TERMINATION (NOT), AND STORM WATER POLLUTION PREVENTION PLAN (SWPPP). A COPY OF THE NOI
AND SWPPP SHALL BE AVAILABLE ON THE JOB SITE AT ALL TIMES.
15.
ONCE AN EXISTING SHOULDER IS DISTURBED BY THE GRADING OPERATION OR ANY OTHER PHASE OF CONSTRUCTION,
THE SHOULDER SHALL BE BARRICADED. SUCH BARRICADING SHALL REMAIN IN PLACE UNTIL FINAL ACCEPTANCE OF
THE PROJECT.
16.
AN APPROVED METALLIC LOCATOR TAPE AND TRACING WIRE SHALL BE INSTALLED ON ALL PUBLIC STORM DRAIN PIPES
(LINEAR OR NON-LINEAR). THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING A CONNECTIVITY TEST FOR THE
TRACER WIRE WITH THE CITY INSPECTOR PRESENT.
17.
THE CITY OF EL MIRAGE REQUIRES ALL WALLS TO BE APPROVED AND PERMITTED BY THE BUILDING SAFETY DIVISION
(623-251-3503).
CITY OF EL MIRAGE PAVING NOTES
1.
EXACT POINT OF PAVEMENT MATCHING, TERMINATION AND/OR OVERLAY, IF NECESSARY, SHALL BE DETERMINED IN
THE FIELD BY THE ENGINEERING INSPECTOR. CRACK SEAL IS REQUIRED BETWEEN OLD AND NEW ASPHALTIC
CONCRETE AND BETWEEN ASPHALT AND CONCRETE (I.E. ALONG CURB, VALLEY GUTTER, ETC.).
2.
ALL FRAMES, COVERS, VALVE BOXES AND MANHOLES SHALL BE ADJUSTED TO FINISHED GRADE UPON COMPLETION OF
PAVING OR RELATED CONSTRUCTION. THE CONCRETE COLLAR SHALL BE ADJUSTED LEVEL WITH EXISTING BITUMINOUS
PAVEMENT. THE EDGE OF THE CONCRETE COLLAR SHALL BE CRACK SEALED.
3.
ALL CONTRACTORS/DEVELOPERS SHALL COMPLY WITH MAG STANDARD DETAIL 211 FOR TRENCH PLATING.
4.
PAVING SHALL NOT START UNTIL ALL APPROPRIATE TESTING HAS BEEN COMPLETED AND ACCEPTED (PRESSURE
TESTING OF UTILITIES, DENSITY TESTING, VIDEO OF SANITARY SEWER LINE, ETC.). SERVICE STUBS TO ALL PLATTED
LOTS SHALL BE EXTENDED, AND ALL CONFLICTING UTILITY CONSTRUCTION COMPLETED PRIOR TO START OF PAVING.
5.
TREES AND SHRUBBERY IN THE RIGHT-OF-WAY, WHICH CONFLICT WITH THE IMPROVEMENTS PROPOSED HEREIN, ARE
NOT TO BE REMOVED OR RELOCATED WITHOUT PRIOR APPROVAL OF THE CITY OF EL MIRAGE. THE PERMITTEE SHALL
BE RESPONSIBLE FOR OBTAINING THE NECESSARY AUTHORIZATION TO REMOVE AND/OR RELOCATE SAID TREES OR
SHRUBBERY.
6.
IN ALL AREAS WHERE NEW CONSTRUCTION OF CURB, GUTTER, SIDEWALKS, AND DRIVEWAYS IS REQUIRED, AND THE
ENGINEER DETERMINES THE EXISTING GRADE TO CONSIST OF SOILS WITH SWELLING CHARACTERISTICS, THE
MOISTURE CONTENT SHALL BE BROUGHT AS CLOSE AS POSSIBLE TO OPTIMUM REQUIRED FOR COMPACTION BY THE
ADDITION OF WATER, BLENDING OF DRY SUITABLE MATERIAL OR BY DRYING OF EXISTING MATERIAL. THE MATERIAL
SHALL THEN BE COMPACTED TO A RELATIVE DENSITY OF 75 PERCENT MINIMUM TO 85 PERCENT MAXIMUM WITH 80
PERCENT AS IDEAL.
7.
CONSTRUCTION LOADS: DURING CONSTRUCTION OPERATIONS, HEAVY EQUIPMENT MAY CROSS EXISTING OR
PROPOSED PIPE. IN THIS CASE, AN EARTH FILL SHOULD BE CONSTRUCTED TO AT LEAST THREE (3) FEET ABOVE PIPE.
THE FILL MUST BE SUFFICIENT TO PREVENT THE LATERAL DISPLACEMENT OF THE PIPE.
8.
UNLESS OTHERWISE SPECIFIED, THE CITY OF EL MIRAGE REQUIRES THAT ALL ASPHALTIC CONCRETE MIX DESIGNS
(C-¾” & D-½” HIGH VOLUME), CONCRETE MIX DESIGNS, AGGREGATE BASE COURSE SUPPLIERS, SLURRY SEAL AND
MICRO-SURFACING SUPPLIERS MEET THE CURRENT CITY OF PHOENIX APPROVED MIX DESIGNS AND SUPPLIERS
SUBMITTALS SHALL BE PROVIDED TO THE CITY FOR EACH OF THESE ITEMS PRIOR TO CONSTRUCTION.
9.
ALL STREET IMPROVEMENTS FOR CUSTOM HOMES MUST BE COMPLETED IN ACCORDANCE WITH THE CITY OF EL
MIRAGE POLICY ON UNPAVED STREETS PROVIDED IN SECTION J OF THE CITY'S DESIGN & DEVELOPMENT STANDARDS
MANUAL (DDSM). ALL PRIVATE ACCESS MUST BE CONSTRUCTED WITH AN ACCEPTABLE DUST PALLIATIVE.
10.
ALL CONTRACTORS/DEVELOPERS ARE RESPONSIBLE TO CONSTRUCT STABILIZED CONSTRUCTION ENTRANCES IN
ORDER TO REDUCE OR ELIMINATE THE TRACKING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAYS OR STREETS. GRAVEL
TRACK-OUT PADS SHALL MEET CURRENT MARICOPA COUNTY STANDARDS. THE CONTRACTOR/DEVELOPER SHALL
IMMEDIATELY REMOVE ANY SEDIMENT TRACKED ONTO PUBLIC RIGHTS-OF-WAYS OR STREETS.
11.
IF ANY EXISTING BARRICADES, TRAFFIC SIGNS OR STREET NAME SIGNS NEED TO BE REMOVED DURING
CONSTRUCTION, NOTIFY THE CITY OF EL MIRAGE OPERATIONS SUPERINTENDENT AT (480) 372-1131. A MINIMUM OF
48-HOURS NOTICE IS NEEDED FOR REMOVALS. IF SIGNS AND BARRICADES BELONG TO ANOTHER AGENCY, IT IS THE
RESPONSIBILITY OF THE CONTRACTOR/DEVELOPER TO NOTIFY THEM.
12.
NO WATER SUPPLY HOSE OR RAMPS SHALL BE PLACED ACROSS OR IN THE ARTERIAL OR COLLECTOR STREETS.
APPROVAL IN WRITING FROM THE CITY ENGINEER OR HIS DESIGNEE IS REQUIRED FOR PLACEMENT OF THE SUPPLY
HOSE OR RAMPS IN LOCAL STREETS. APPLICATIONS SHALL INCLUDE SUBMITTALS OF THE MANUFACTURER'S
SPECIFICATIONS, MATERIALS USED, DIMENSIONS OF THE RAMP, PROPOSED LOCATION, PROPOSED BARRICADING AND
SIGNAGE.
13.
ALL FIRE HYDRANTS SHALL HAVE A TWO-WAY BLUE REFLECTOR INSTALLED PER MAG STANDARD DETAIL 122.
SUNBELT RENTALS
EL MIRAGE FACILITY EXPANSION
12398 W. BUTLER DR
EL MIRAGE, AZ
APN: 501-46-001T
3-31-2024
05/12/23
PREPARED BY:
DWG NO.
DRAWING TITLES
INDEX OF SHEETS
0
CO
COVER SHEET
1
C100
GENERAL NOTES
2
C101
SITE PLAN
3
C102
GRADING & DRAINAGE PLAN
4
C103
CROSS SECTIONS
5
C104
FIRE PLAN
6
C105
UTILITY PLAN
7
C106
PAVING PLAN
8
C107
SWPPP PLAN
9
C108
SWPPP PLAN DETAILS
SHT NO.

1092
T
T
T
26'
DRIVE
18'
9'
30'
DRIVE
26'
DRIVE
18'
18'
11'
5'
11'
11'
45'
R.O.W.
50'
R.O.W.
56'-81
2"
30'
R.O.W.
30'
22'-6"
760'
55'
R.O.W.
60'
R.O.W.
25'-2"
30'
DRIVE
49'-8"
1095
1095
1095
1095
1095
1096
1096
1094
1094
1094
1094
1094
1092
1093
1094
1093
1094
1092
1
1092
1092
1093
1093
1093
1094
1094
1094
1095
1094
1094
1092
1093
1094
1093
1092
1091
1095
1095
1095
N EL MIRAGE RD
W BUTLER DR
P=1094.80
P=1094.70
P=1094.86
P=1094.85
P=1093.30
P=1092.90
P=1093.16
P=1089.99
P=1095.00
P=1095.00
-0.8%
-1.4%
-14.2%
-0.9%
-0.6%
-0.4%
-0.5%
-1.0%
-1.2%
-1.3%
-2.1%
-5.0%
-5.0%
-5.0%
-5.0%
-5.0%
-5.0%
-5.0%
-2.1%
-3.4%
-3.9%
-1.5%
-1.5%
-3.9%
-1.5%
-2.3%
-2.3%
-3.6%
-3.1%
-16.7%
-16.7%
-0.6%
1093 1092
1091 1090
1089
1089
1090
1091
1092
1093
1089
1090
1091
1092
1093
1094
1094
1094
1094
1094
1094
1093
1095
1095
1095
1095
1095
-0.2%
-0.6%
-0.6%
-25.0%
-25.0%
-25.0%
-24.3%
-0.2%
-0.2%
-0.3%
-0.6%
-0.4%
-2.5%
-1.0%
-0.4%
-0.9%
-0.5%
-0.5%
-0.5%
-0.8%
-0.9%
8
A
B
3
4
5
6
7
1
2
C
D
E
F
G
H
8
3
4
5
6
7
1
2
A
B
C
D
E
F
G
H
SUBMITTAL & REVISION RECORD
DESCRIPTION
DATE
NO
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:
SHEET
OF
DRAWING NO.:
GRADING & DRAINAGE PLAN
230185-C
1"=XXX
APRIL 2023
TLL
DAP
DAP
3
9
C102
SUNBELT RENTALS
EL MIRAGE FACILITY EXPANSION
12398 W. BUTLER DR
EL MIRAGE, AZ
APN: 501-46-001T
3-31-2024
05/12/23
PREPARED BY:
DWG NO.
DRAWING TITLES
INDEX OF SHEETS
0
CO
COVER SHEET
1
C100
GENERAL NOTES
2
C101
SITE PLAN
3
C102
GRADING & DRAINAGE PLAN
4
C103
CROSS SECTIONS
5
C104
FIRE PLAN
6
C105
UTILITY PLAN
7
C106
PAVING PLAN
8
C107
SWPPP PLAN
9
C108
SWPPP PLAN DETAILS
SHT NO.
GRADING & DRAINAGE PLAN
SUNBELT RENTALS EL MIRAGE FACILITY
12398 W. BUTLER DR EL MIRAGE, AZ
EX. ON-SITE RETENTION BASIN
ELEV
AREA
(sq. ft.)
DEPTH
(ft)
AVG END
INC. VOL.
(cu. ft.)
AVG END
TOTAL VOL.
(cu. ft.)
1,091.25'
10,318.4
N/A
N/A
0.00
1,091.5'
18,792.31
0.25'
3638.84
3638.84
1,091.75'
20,724.16
0.5'
4939.56
8578.40
1,092'
21,712.99
0.75'
5304.64
13883.04
1,092.25'
22,680.52
1'
5549.19
19432.23
1,092.5'
23,658.49
1.25'
5792.38
25224.61 Vp
1,093.5'
27,849.73
2.25'
6813.46
50901.08
EX. OFF-SITE RETENTION BASIN
ELEV
AREA
(sq. ft.)
DEPTH
(ft)
AVG END
INC. VOL.
(cu. ft.)
AVG END
TOTAL VOL.
(cu. ft.)
1,090.25'
268.21
N/A
N/A
0.00
1,090.5'
708.47
0.25'
122.09
122.09
1,090.75'
1,289.27
0.25'
249.72
371.80 Vp
1,091'
1,976.50
0.25'
408.22
780.03
1,091.25'
2,696.32
0.25'
584.10
1364.13
1,091.5'
3,346.73
0.25'
755.38
2119.51
1,091.75'
4,014.27
0.25'
920.13
3039.63
1' FREEBOARD
1' FREEBOARD
PROPOSED ON-SITE RETENTION BASIN
ELEV
AREA
(sq. ft.)
DEPTH
(ft)
AVG END
INC. VOL.
(cu. ft.)
AVG END
TOTAL VOL.
(cu. ft.)
1,089'
20,447.66
N/A
N/A
0.00
1,090'
22,882.65
1'
21665.16
21665.16
1,091'
25,591.53
1'
24237.09
45902.24
1,092'
28,410.09
1'
27000.81
72903.05
1,093'
31,329.20
1'
29869.65
102772.70 Vp
1,094'
37,469.01
1'
34399.11
137,171.81
1' FREEBOARD
APN:501-46-001T
5,000 S.F.
EXISTING
STRUCTURE
-NOT A PART-
EXISTING SURFACE
IMPROVEMENTS
-NOT A PART-
CONCRETE PAVING
EXISTING SURFACE
IMPROVEMENTS
-NOT A PART-
INFILL NEW 8'
MASONRY WALL
BETWEEN EXISTING
MASONRY WALL
SECTIONS, TYP.
NEW 8'
MASONRY
WALL
EXISTING RETENTION
BASIN TO BE
EXPANDED FOR
ADDITIONAL
RETENTION
EXISTING ELECTRICAL
EQUIPMENT
8'
PUE
FIRE
RISER
12,000 S.F.
SINGLE
STORY
28' HEIGHT
EDGE OF EXISTING
PAVING
EXISTING
RETENTION
BASIN
AUTOMATIC
GATE
EXIT
ONLY
NEW 8' MASONRY
WALL
EXISTING MASONRY
WALL
EXISTING
DRIVE
ENTRY
10'X20' S.V.T.
10'X20' S.V.T.
NEW
MANUAL
MAN GATE
FUEL ISLAND W/
SAFETY BOLLARDS
EXISTING COMPACATED
A.B. SURFACE
-NOT A PART-
LIMIT OF CONSTRUCTION
LIMIT OF CONSTRUCTION
LIMIT OF CONSTRUCTION
LIMIT OF CONSTRUCTION
LIMIT OF CONSTRUCTION
LEGEND
CENTER LINE OR MONUMENT LINE
PROPERTY BOUNDARY LINE
CURB & GUTTER
INDICATES DRIVEWAY
NEW VIEW WALL PER 6/D2
EDGE OF PAVEMENT
NEW 6' SOLID MASONRY WALL
ELECTRIC UTILITY
SEWER UTILITY
WATER UTILITY
LANDSCAPE SETBACK
PARKING WATER RETENTION
VALLEY GUTTER
NEW 8' SOLID MASONRY WALL
PER 4/D2
PER 7/D2
35' INSIDE, 55' OUTSIDE FIRE
TRUCK TURNING RADIUS
SITE VISIBILITY TRIANGLE
OVERHEAD UTILITY
FIRE WATER SUPPLY
EXISTING CHAINLINK FENCE
ACCESS
EXISTING FENCE
GRADE BREAKS
PAVEMENT
NORTH
A
C103
B
C103
CONCRETE
PAVING

1088
1089
1090
1091
1092
1093
1094
1095
1096
0+00
0+50
1+00
1+50
2+00
2+50
3+00
3+50
4+00
4+50
5+00
5+49
EL MIRAGE RD.
PROPOSED ON-SITE
RETENTION BASIN
HWE: 1093.0'
1090
1091
1092
1093
1094
1095
1096
0+00
0+50
1+00
1+50
2+00
2+50
3+00
3+50
4+00
4+50
5+00
5+50
1090
1091
1092
1093
1094
1095
1096
5+50
6+00
6+50
7+00
7+50
8+00
8+50
8+81
BUTLER DR
EXISTING OFFSITE
RETENTION BASIN
HWE: 1090.75'
FF ELEV: 1096.0'
8
A
B
3
4
5
6
7
1
2
C
D
E
F
G
H
8
3
4
5
6
7
1
2
A
B
C
D
E
F
G
H
SUBMITTAL & REVISION RECORD
DESCRIPTION
DATE
NO
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:
SHEET
OF
DRAWING NO.:
CROSS SECTIONS
230185-C
1"=XXX
APRIL 2023
TLL
DAP
DAP
4
9
C103
SUNBELT RENTALS
EL MIRAGE FACILITY EXPANSION
12398 W. BUTLER DR
EL MIRAGE, AZ
APN: 501-46-001T
3-31-2024
05/12/23
PREPARED BY:
DWG NO.
DRAWING TITLES
INDEX OF SHEETS
0
CO
COVER SHEET
1
C100
GENERAL NOTES
2
C101
SITE PLAN
3
C102
GRADING & DRAINAGE PLAN
4
C103
CROSS SECTIONS
5
C104
FIRE PLAN
6
C105
UTILITY PLAN
7
C106
PAVING PLAN
8
C107
SWPPP PLAN
9
C108
SWPPP PLAN DETAILS
SHT NO.
MATCHLINE 5+50
MATCHLINE 5+50
FF ELEV: 1096.0'
CURB
CURB
CURB
SCALE: 1" = 20'
SITE IMPROVEMENT PLAN
1
C103
SCALE: 1" = 20'
SITE IMPROVEMENT PLAN
2A
C103
SCALE: 1" = 20'
SITE IMPROVEMENT PLAN
2B
C103

T
T
T
N EL MIRAGE RD
W BUTLER DR
8
A
B
3
4
5
6
7
1
2
C
D
E
F
G
H
8
3
4
5
6
7
1
2
A
B
C
D
E
F
G
H
SUBMITTAL & REVISION RECORD
DESCRIPTION
DATE
NO
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:
SHEET
OF
DRAWING NO.:
FIRE PLAN
230185-C
1"=XXX
APRIL 2023
TLL
DAP
DAP
5
9
C104
SUNBELT RENTALS
EL MIRAGE FACILITY EXPANSION
12398 W. BUTLER DR
EL MIRAGE, AZ
APN: 501-46-001T
3-31-2024
05/12/23
PREPARED BY:
DWG NO.
DRAWING TITLES
INDEX OF SHEETS
0
CO
COVER SHEET
1
C100
GENERAL NOTES
2
C101
SITE PLAN
3
C102
GRADING & DRAINAGE PLAN
4
C103
CROSS SECTIONS
5
C104
FIRE PLAN
6
C105
UTILITY PLAN
7
C106
PAVING PLAN
8
C107
SWPPP PLAN
9
C108
SWPPP PLAN DETAILS
SHT NO.
FIRE TRUCK CIRCULATION ROUTE
5,000 S.F.
EXISTING
STRUCTURE
-NOT A PART-
FIRE TRUCK CIRCULATION ROUTE
FIRE
RISER
12,000 S.F.
SINGLE
STORY
28' HEIGHT
35'/55' TURNING RADII
EXISTING DRIVE ENTRY
35'/55' TURNING RADII
NEW MANUAL
BI PART GATE
FIRE LANE PLAN
SUNBELT RENTALS EL MIRAGE FACILITY
12398 W. BUTLER DR EL MIRAGE, AZ
LEGEND
CENTER LINE OR MONUMENT LINE
PROPERTY BOUNDARY LINE
CURB & GUTTER
INDICATES DRIVEWAY
NEW VIEW WALL PER 6/D2
EDGE OF PAVEMENT
NEW 6' SOLID MASONRY WALL
ELECTRIC UTILITY
SEWER UTILITY
WATER UTILITY
LANDSCAPE SETBACK
PARKING WATER RETENTION
VALLEY GUTTER
NEW 8' SOLID MASONRY WALL
PER 4/D2
PER 7/D2
35' INSIDE, 55' OUTSIDE FIRE
TRUCK TURNING RADIUS
SITE VISIBILITY TRIANGLE
OVERHEAD UTILITY
FIRE WATER SUPPLY
EXISTING CHAINLINK FENCE
ACCESS
EXISTING FENCE
GRADE BREAKS
PAVEMENT
NORTH

1092
T
T
T
1095
1095
1095
1095
1095
1096
1096
1094
1094
1094
1094
1094
1092
1093
1094
1093
1094
1092
1
1092
1092
1093
1093
1093
1094
1094
1094
1095
1094
1094
1092
1093
1094
1093
1092
1091
1095
1095
1095
N EL MIRAGE RD
W BUTLER DR
P=1094.80
P=1094.70
P=1094.86
P=1094.85
P=1093.30
P=1092.90
P=1093.16
P=1089.99
P=1095.00
P=1095.00
-0.8%
-1.4%
-14.2%
-0.9%
-0.6%
-0.4%
-0.5%
-1.0%
-1.2%
-1.3%
-2.1%
-5.0%
-5.0%
-5.0%
-5.0%
-5.0%
-5.0%
-5.0%
-2.1%
-3.4%
-3.9%
-1.5%
-1.5%
-3.9%
-1.5%
-2.3%
-2.3%
-3.6%
-3.1%
-16.7%
-16.7%
-0.6%
1093 1092
1091 1090
1089
1089
1090
1091
1092
1093
1089
1090
1091
1092
1093
1094
1094
1094
1094
1094
1094
1093
1095
1095
1095
1095
1095
-0.2%
-0.6%
-0.6%
-25.0%
-25.0%
-25.0%
-24.3%
-0.2%
-0.2%
-0.3%
-0.6%
-0.4%
-2.5%
-1.0%
-0.4%
-0.9%
-0.5%
-0.5%
-0.5%
-0.8%
-0.9%
8
A
B
3
4
5
6
7
1
2
C
D
E
F
G
H
8
3
4
5
6
7
1
2
A
B
C
D
E
F
G
H
SUBMITTAL & REVISION RECORD
DESCRIPTION
DATE
NO
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:
SHEET
OF
DRAWING NO.:
PAVING PLAN
230185-C
1"=XXX
APRIL 2023
TLL
DAP
DAP
7
9
C106
SUNBELT RENTALS
EL MIRAGE FACILITY EXPANSION
12398 W. BUTLER DR
EL MIRAGE, AZ
APN: 501-46-001T
3-31-2024
05/12/23
PREPARED BY:
DWG NO.
DRAWING TITLES
INDEX OF SHEETS
0
CO
COVER SHEET
1
C100
GENERAL NOTES
2
C101
SITE PLAN
3
C102
GRADING & DRAINAGE PLAN
4
C103
CROSS SECTIONS
5
C104
FIRE PLAN
6
C105
UTILITY PLAN
7
C106
PAVING PLAN
8
C107
SWPPP PLAN
9
C108
SWPPP PLAN DETAILS
SHT NO.
APN:501-46-001T
5,000 S.F.
EXISTING STRUCTURE
-NOT A PART-
EXISTING SURFACE
IMPROVEMENTS
-NOT A PART-
CONCRETE PAVING
EDGE OF ASPHALT
EDGE OF ASPHALT
EXISTING SURFACE
IMPROVEMENTS
-NOT A PART-
EXISTING RETENTION BASIN
-NOT A PART-
12,000 S.F.
SINGLE STORY
28' HEIGHT
AUTOMATIC
GATE
EXIT ONLY
NEW 8' MASONRY WALL
EDGE OF ASPHALT
CONCRETE PAVING
EXISTING COMPACATED A.B. SURFACE
KEYNOTES:
1. INSTALL 2.5" A.C. ON 4" AB.C. ON 12" COMPACTED SUBGRADE, MOISTURE CONDITIONED AND
COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY PER ASTM D698 AND IN ACCORDANCE WITH THE
GEOTECHNICAL INVESTIGATION REPORT.
2. INSTALL 2.5" A.C. ON 4" AB.C. ON 12" COMPACTED SUBGRADE, MOISTURE CONDITIONED AND
COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY PER ASTM D698 AND IN ACCORDANCE WITH THE
GEOTECHNICAL INVESTIGATION REPORT.
3. CONSTRUCT CURB OPENING FOR STORM WATER TO ENTER BASIN.
4. CONSTRUCT 6" SINGLE EXTRUDED CURB
5. ADA PARKING SPACES - 2% MAX SLOPE IN ANY DIRECTION.
6. TRASH ENCLOSURE, REFER TO ARCHITECTURAL PLANS FOR DETAILS.
7. GRADE RETENTION BASIN AS SHOWN ON PLANS, MAX 4:1 SIDE SLOPES.
8. INSTALL 4"-8" GROUTED RIPRAP AS SHOWN ON PLANS.
9. INSTALL SINGLE CHAMBER DRYWELL MAXWELL IV.
9
4
2
1
1
1
1
1
2
2
2
2
2
2
2
3
3
3
4
4
4
4
5
6
7
7
7
7
8
8
9
PAVING PLAN
SUNBELT RENTALS EL MIRAGE FACILITY
12398 W. BUTLER DR EL MIRAGE, AZ
1
2
NORTH

T
T
T
26'
DRIVE
18'
9'
30'
DRIVE
26'
DRIVE
18'
18'
11'
5'
11'
11'
45'
R.O.W.
50'
R.O.W.
56'-81
2"
30'
R.O.W.
30'
22'-6"
760'
55'
R.O.W.
60'
R.O.W.
25'-2"
30'
DRIVE
49'-8"
N EL MIRAGE RD
W BUTLER DR
8
A
B
3
4
5
6
7
1
2
C
D
E
F
G
H
8
3
4
5
6
7
1
2
A
B
C
D
E
F
G
H
SUBMITTAL & REVISION RECORD
DESCRIPTION
DATE
NO
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:
SHEET
OF
DRAWING NO.:
SWPPP PLAN
230185-C
1"=XXX
APRIL 2023
TLL
DAP
DAP
8
9
C107
SUNBELT RENTALS
EL MIRAGE FACILITY EXPANSION
12398 W. BUTLER DR
EL MIRAGE, AZ
APN: 501-46-001T
3-31-2024
05/12/23
PREPARED BY:
DWG NO.
DRAWING TITLES
INDEX OF SHEETS
0
CO
COVER SHEET
1
C100
GENERAL NOTES
2
C101
SITE PLAN
3
C102
GRADING & DRAINAGE PLAN
4
C103
CROSS SECTIONS
5
C104
FIRE PLAN
6
C105
UTILITY PLAN
7
C106
PAVING PLAN
8
C107
SWPPP PLAN
9
C108
SWPPP PLAN DETAILS
SHT NO.
CITY OF EL MIRAGE SWPPP NOTES
1.
A COPY OF THE APPROVED GRADING AND DRAINAGE PLAN FOR THIS PROJECT, THE NOTICE OF INTENT (NOI) AND THIS STORM WATER POLLUTION PREVENTION PLAN
(SWPPP) SHALL BE MAINTAINED ON THE SITE AND AVAILABLE FOR REVIEW AT ALL TIMES. THOSE ELEMENTS OF THE GRADING AND DRAINAGE PLAN PERTINENT TO OR
REFERENCED ON THE SWPPP SHALL BE CONSIDERED A PART OF THE SWPPP.
2.
THE CITY OF EL MIRAGE ENGINEERING INSPECTOR, SHALL BE NOTIFIED 48-HOURS BEFORE ANY ON-SITE AND/OR OFF-SITE CONSTRUCTION BEGINS, TELEPHONE (623)
876-2975.
3.
THE NOTICE OF INTENT (NOI) SHALL BE COMPLETED AND SUBMITTED TO THE ARIZONA DEPARTMENT OF ENVIRONMENTAL QUALITY (ADEQ). A COPY OF THE NOI SHALL BE
SUBMITTED TO THE CITY PRIOR TO ENGINEERING PERMIT APPROVAL.
4.
THE SWPPP AND RELATED RECORDS MUST BE MADE AVAILABLE UPON REQUEST TO ADEQ AND THE CITY OF EL MIRAGE.
5.
THE PRIME CONTRACTOR OR OWNER SHALL OBTAIN A DUST CONTROL PERMIT FROM THE MARICOPA COUNTY AIR QUALITY DEPARTMENT AND PERFORM MEASURES AS
REQUIRED BY THE PERMIT TO PREVENT EXCESS DUST (AND AS INCORPORATED IN THIS SWPPP).
6.
THE PRIME CONTRACTOR OR OWNER SHALL PERFORM, AT A MINIMUM, A VISUAL INSPECTION OF THE CONSTRUCTION SITE ONCE EVERY SEVEN DAYS AND WITHIN
24-HOURS OF RAINFALL GREATER THAN OR EQUAL TO A HALF OF INCH (½ INCH). 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 SUBMITTED TO THE ENGINEERING INSPECTOR
FOR REVIEW AND APPROVAL AND SHALL BE MAINTAINED ON SITE BY THE OPERATOR. FACILITIES 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 CONSTRUCTION IS
COMPLETED, PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL, AND THE POTENTIAL FOR EROSION HAS PASSED AS DETERMINED BY THE CITY ENGINEER OR HIS
DESIGNEE.
7.
THE PRIME CONTRACTOR OR OWNER SHALL AMEND THIS PLAN AS NECESSARY DURING THE COURSE OF CONSTRUCTION TO RESOLVE ANY PROBLEM AREAS, WHICH
BECOME EVIDENT DURING THE CONSTRUCTION AND/OR DURING RAINFALLS.
8.
THE IMPLEMENTATION OF THESE PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE FACILITIES IS THE RESPONSIBILITY OF THE
PERMITTEE/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED AND A NOTICE OF TERMINATION (NOT) HAS BEEN SUBMITTED TO ADEQ AND THE CITY.
9.
THE FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES IN SUCH A MANNER AS TO ENSURE THAT
SEDIMENT-LADEN WATER DOES NOT LEAVE THE PROJECT SITE, ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. ADDITIONALLY, THEY MUST
BE INSTALLED AND IN OPERATION PRIOR TO ANY GRADING OR LAND CLEARING. WHEREVER POSSIBLE, MAINTAIN NATURAL VEGETATION FOR SILT CONTROL.
10.
THE CONTRACTOR TO WHOM THE “AT-RISK”/FINAL GRADING AND DRAINAGE PERMIT WILL BE ISSUED MUST HAVE THE APPROVED SWPPP ISSUED IN THEIR NAME.
11.
THE OWNER (OPERATOR)/CONTRACTOR OF THE SITE MUST ALSO MAINTAIN RECORDS WITH THE FOLLOWING INFORMATION:
11.1.
THE DATES WHEN MAJOR GRADING ACTIVITIES OCCUR IN A PARTICULAR AREA;
11.2.
THE DATES WHEN CONSTRUCTION ACTIVITIES CEASE IN AN AREA, TEMPORARILY OR PERMANENTLY; AND
11.3.
THE DATES WHEN AN AREA IS STABILIZED, TEMPORARILY OR PERMANENTLY; AND
11.4.
THE DATES WHEN ANY MAINTENANCE/REPLACEMENT OR REMOVAL OF REQUIRED BMPS HAS OCCURRED.
12.
CONSTRUCTION SITES ARE DYNAMIC IN NATURE. THE SITE OPERATOR IS REQUIRED TO MAINTAIN FULL COMPLIANCE WITH THE GENERAL CONSTRUCTION PERMIT, AS
ISSUED BY ADEQ, TO MAINTAIN AN EFFECTIVE SWPPP. AS SUCH, THIS PLAN MUST BE UPDATED TO ACCURATELY REFLECT SITE FEATURES AND OPERATIONS. THE PLAN
MUST ALSO BE AMENDED IF IT IS DETERMINED BY THE CITY ENGINEER AS NOT EFFECTIVE AT MINIMIZING POLLUTANT DISCHARGES FROM THE SITE.
13.
ONCE THE CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED AND THE SITE HAS MET THE FINAL STABILIZATION REQUIREMENTS OF THE PERMIT, THE AUTHORIZED SITE
REPRESENTATIVE MAY FILE A NOTICE OF TERMINATION (NOT) WITH ADEQ, WITH A COPY SUBMITTED TO THE CITY OF EL MIRAGE ENGINEERING DIVISION, TO TERMINATE
COVERAGE UNDER THE PERMIT.
CONSTRUCTION NOTES:
1 INSTALL STABILIZED CONSTRUCTION ENTRANCE PER DETAIL ON C2.
2
STORM DRAIN INLET PROTECTION PER DETAIL ON C2
3
TEMPORARY TRASH CONTAINER LOCATION (40 YD)
4
CONCRETE WASH OUT VESSEL LOCATION.
5
INSTALL CHEMICAL MANAGEMENT STATION SEE DETAIL ON SHEET
C2.
6
INSTALL SILT FENCE AROUND PROPERTY PER DETAIL ON SHEET C2.
SEQUENCE OF ACTIVITIES:
A.
CLEARING AND GRADING SITE
B.
SUB-GRADE PREPARATION
C.
UNDERGROUND UTILITY INSTALL. MAY BE DONE
SIMULTANEOUSLY WITH A & B.
D.
PAVING OF DRIVEWAY AND INSTALLATION OF LANDSCAPING.
4
5
TYP.
6
6
6
6
3
2
1
1
NORTH

8
A
B
3
4
5
6
7
1
2
C
D
E
F
G
H
8
3
4
5
6
7
1
2
A
B
C
D
E
F
G
H
SUBMITTAL & REVISION RECORD
DESCRIPTION
DATE
NO
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:
SHEET
OF
DRAWING NO.:
SWPPP PLAN DETAILS
230185-C
1"=XXX
APRIL 2023
TLL
DAP
DAP
9
9
C108
SUNBELT RENTALS
EL MIRAGE FACILITY EXPANSION
12398 W. BUTLER DR
EL MIRAGE, AZ
APN: 501-46-001T
3-31-2024
05/12/23
PREPARED BY:
DWG NO.
DRAWING TITLES
INDEX OF SHEETS
0
CO
COVER SHEET
1
C100
GENERAL NOTES
2
C101
SITE PLAN
3
C102
GRADING & DRAINAGE PLAN
4
C103
CROSS SECTIONS
5
C104
FIRE PLAN
6
C105
UTILITY PLAN
7
C106
PAVING PLAN
8
C107
SWPPP PLAN
9
C108
SWPPP PLAN DETAILS
SHT NO.

not to scale
vicinity map
COVER SHEET & NOTES
PLANTING PLAN
L0.01
sheet index
L2.01-L2.03
SHEET
TITLE
project consultants
SUNBELT RENTALS
DESIGN ETHIC, LLC
7525 EAST 6th AVENUE
PROJECT CONTACT: BRANDON PAUL
PHONE: 480.225.7077
landscape architecture:
SCOTTSDALE, ARIZONA 85251
EMAIL: bpaul@designethic.net
architecture:
owner:
SUNBELT RENTALS
12398 WEST BUTLER DRIVE
PROJECT CONTACT: DOUGLAS HAYUNGS
PHONE: 480.213.1206
EL MIRAGE, AZ 85335
EMAIL: doug.hayungs@sunbeltrentals.com
THREADED STUDIOS, PLLC
3370 NORTH HAYDEN ROAD, #123-303
PROJECT CONTACT: JOHN MEISSNER
PHONE: 602.214.7270
SCOTTSDALE, AZ 85251
EMAIL: john@threadedstudios.com
NORTHERN AVENUE
SHEET
JOB NO:
DATE:
SUBMITTED:
DRAWN BY:
SHEET TITLE:
PROJECT:
REVISED:
DESIGN ETHIC
l a n d s a p e a r c h i t e c t u r e
7525 EAST 6TH AVENUE SCOTTSDALE, ARIZONA 85251
480.225.7077
FORGING NEW ENVIRONMENTS
23-038
B. PAUL
-
U
E
BRANDON T.
PAUL
I
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61546
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06.14.2023
12398 WEST BUTLER DRIVE
SUNBELT RENTALS
EL MIRAGE, AZ
L0.01
of 4
OLIVE AVENUE
EL MIRAGE ROAD
DYSART ROAD
AGUA FRIA RIVER
ALTA ARIZONA
440 NORTH MAIN STREET, SUITE 202
PROJECT CONTACT: TYLER LaRUE
PHONE: 480.290.0088
civil engineer:
FLORENCE, ARIZONA 85132
EMAIL: tyler.larue@altaarizona.com
COVER SHEET & NOTES
1
SITE

T
T
T
12' RIGHT-OF-WAY
EASEMENT PER DOC. NO.
2016-0925595, MCR
8' PUBLIC UTILITY
EASEMENT PER
DOC. NO.
2004-0146812,
MCR
8' PUBLIC UTILITY
EASEMENT PER
DOC. NO.
2016-0289636,
MCR
8' PUBLIC UTILITY
EASEMENT PER DOC. NO.
2004-0146812, MCR
17'
RIGHT-OF-WAY
EASEMENT PER
DOC. NO.
2016-0925595,
MCR
22'
RIGHT-OF-WAY
EASEMENT PER
DOC. NO.
2016-0925595,
MCR
DRAINAGE EASEMENT
PER DOC. NO.
2016-0925595, MCR
W
W
W
W
W
E
SS
SS
SS
SS
SS
SS
NORTH EL MIRAGE ROAD
WEST BUTLER STREET
LEUCOPHYLLUM CANDIDUM
THUNDER CLOUD
CHUPAROSA
JUSTICIA CALIFORNICA
LARREA TRIDENTATA
CREOSOTE
JOJOBA
SIMMONDSIA CHINENSIS
HESPERALOE FUNIFERA
GIANT HESPERALOE
OPUNTIA SANTA-RITA
PURPLE PRICKLY PEAR
ACACIA REDOLENS
DESERT CARPET
DASYLIRION WHEELERI
DESERT SPOON
HESPERALOE PARVIFLORA
YELLOW YUCCA
CENTURY PLANT
AGAVE AMERICANA
STAGHORN CHOLLA
OPUNTIA VERSICOLOR
'YELLOW'
STAKE IN PLACE
SWEET ACACIA
ACACIA FARNESIANA
trees
comments
qty
size
common name
botanical name
plant legend
inerts
2" MINIMUM IN
ALL PLANTERS
1"
-
OPUNTIA FICUS INDICA
INDIAN FIG PRICKLY PEAR
MEXICAN PETUNIA
RUELLIA BRITTONIANA
PITHECELLOBIUM FLEXICAULE
TEXAS EBONY
(5 @
emitters
1.0 GPH)
ACACIA CRASPEDOCARPA
LEATHER LEAF ACACIA
'RIO BRAVO'
LEUCOPHYLLUM LANGMANIAE
RIO BRAVO TEXAS RANGER
OUTBACK SUNRISE EMU
EREMOPHILA GLABRA
'MINGENEW GOLD'.
4.0H., 1.0W., 0.5CAL.
QTY
15 GAL.
SCREENED
1" SCREENED
ROCK PROS RUSTY NICKEL
2
DECOMPOSED GRANITE
PROSOPIS ALBA 'COOPERII'
COOPER'S MESQUITE 'THORNLESS'
shrubs
accents
STAKE IN PLACE
(5 @
1.0 GPH)
4.0H., 1.0W., 0.5CAL.
QTY
15 GAL.
STAKE IN PLACE
(5 @
1.0 GPH)
4.0H., 1.0W., 0.5CAL.
QTY
15 GAL.
STAKE IN PLACE
(5 @
1.0 GPH)
4.0H., 1.0W., 0.5CAL.
QTY
15 GAL.
(1 @
1.0 GPH)
QTY
5 GAL.
(1 @
1.0 GPH)
QTY
5 GAL.
(1 @
1.0 GPH)
QTY
5 GAL.
(1 @
1.0 GPH)
QTY
5 GAL.
(1 @
1.0 GPH)
QTY
5 GAL.
(1 @
1.0 GPH)
QTY
5 GAL.
(1 @
1.0 GPH)
18
5 GAL.
(1 @
1.0 GPH)
6
5 GAL.
(1 @
1.0 GPH)
45
5 GAL.
(1 @
1.0 GPH)
4
5 GAL.
14
5 GAL.
5
5 GAL.
9
5 GAL.
groundcover
(1 @
1.0 GPH)
17
5 GAL.
(1 @
1.0 GPH)
24
5 GAL.
2
SHEET
JOB NO:
DATE:
SUBMITTED:
DRAWN BY:
SHEET TITLE:
PROJECT:
REVISED:
DESIGN ETHIC
l a n d s a p e a r c h i t e c t u r e
7525 EAST 6TH AVENUE SCOTTSDALE, ARIZONA 85251
480.225.7077
FORGING NEW ENVIRONMENTS
23-038
B. PAUL
-
U
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BRANDON T.
PAUL
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06.14.2023
12398 WEST BUTLER DRIVE
SUNBELT RENTALS
EL MIRAGE, AZ
L2.01
of 4
OVERALL PLANTING PLAN
SCALE: 1" = 40'-0"
NORTH
0'
40'
80'
120'
not to scale
not to scale
key map
T
L2.02
L2.03

50'-0"
R.O.W.
55'-0"
R.O.W.
60'-0"
R.O.W.
22'
RIGHT-OF-WAY
EASEMENT PER
DOC. NO.
2016-0925595,
MCR
17'
RIGHT-OF-WAY
EASEMENT PER
DOC. NO.
2016-0925595,
MCR
W
SS
SS
SS
SS
SS
SS
NORTH EL MIRAGE ROAD
1
1
2
8
2
8
LEUCOPHYLLUM CANDIDUM
THUNDER CLOUD
CHUPAROSA
JUSTICIA CALIFORNICA
LARREA TRIDENTATA
CREOSOTE
JOJOBA
SIMMONDSIA CHINENSIS
HESPERALOE FUNIFERA
GIANT HESPERALOE
OPUNTIA SANTA-RITA
PURPLE PRICKLY PEAR
ACACIA REDOLENS
DESERT CARPET
DASYLIRION WHEELERI
DESERT SPOON
HESPERALOE PARVIFLORA
YELLOW YUCCA
CENTURY PLANT
AGAVE AMERICANA
STAGHORN CHOLLA
OPUNTIA VERSICOLOR
'YELLOW'
SWEET ACACIA
ACACIA FARNESIANA
trees
common name
botanical name
plant legend
inerts
OPUNTIA FICUS INDICA
INDIAN FIG PRICKLY PEAR
MEXICAN PETUNIA
RUELLIA BRITTONIANA
PITHECELLOBIUM FLEXICAULE
TEXAS EBONY
(5 @
emitters
1.0 GPH)
ACACIA CRASPEDOCARPA
LEATHER LEAF ACACIA
'RIO BRAVO'
LEUCOPHYLLUM LANGMANIAE
RIO BRAVO TEXAS RANGER
OUTBACK SUNRISE EMU
EREMOPHILA GLABRA
'MINGENEW GOLD'.
1" SCREENED
ROCK PROS RUSTY NICKEL
2
DECOMPOSED GRANITE
PROSOPIS ALBA 'COOPERII'
COOPER'S MESQUITE 'THORNLESS'
shrubs
accents
(5 @
1.0 GPH)
(5 @
1.0 GPH)
(5 @
1.0 GPH)
(1 @
1.0 GPH)
(1 @
1.0 GPH)
(1 @
1.0 GPH)
(1 @
1.0 GPH)
(1 @
1.0 GPH)
(1 @
1.0 GPH)
(1 @
1.0 GPH)
(1 @
1.0 GPH)
(1 @
1.0 GPH)
(1 @
1.0 GPH)
groundcover
(1 @
1.0 GPH)
(1 @
1.0 GPH)
(VERIFY HEIGHT) SCREEN WALL. SEE ARCH. PLANS.
OVER HEAD ELECTRIC LINE(O.H.E.). .
EXISTING POWER POLE.
SITE LIGHTING. SEE ARCH. PLANS.
LANDSCAPE WATER METER.
FIRE HYDRANT -3'-0" CLEAR OF ALL PLANT MATERIAL
STORMWATER RETENTION. SEE CIVIL ENG. PLANS.
DECOMPOSED GRANITE IN ALL PLANTING AREAS
PROPERTY LINE / RIGHT OF WAY LINE
planting key notes
DRAINAGE STRUCTURE. SEE CIVIL ENG. PLANS.
CONCRETE HEADER. SEE SHEET L, DETAIL.
P.U.E. SEE CIVIL ENG. PLANS.
CURB. SEE CIVIL ENG. PLANS.
ACCESSIBLE RAMP. SEE CIVIL ENG. PLANS.
RIP RAP. SEE CIVIL ENG. PLANS.
1
FIRE LINE BACKFLOW PREVENTOR - SCREEN
MAINTAIN 3' ACCESS & CLEARANCE PER MAG
STANDARD DETAIL 362.
PROPOSED TRANSFORMER LOCATION. MAINTAIN
3' ACCESS & CLEARANCE AROUND ALL EDGES.
ALLOW FOR 12' CLEAR OPERATIONAL AREA
IMMEDIATELY IN FRONT OF TRANSFORMER.
SIGHT VISIBILITY TRIANGLE, MAXIMUM MATURE
33' x 33' SITE VISIBILITY TRIANGLE. PER CITY OF PHOENIX
(VERIFY WIDTH) SIDEWALK.
TRASH ENCLOSURE. SEE ARCHITECT'S SITE PLAN.
PLANT MATERIAL HEIGHT IN THE SIGHT VISIBILITY
TRIANGLES IS 24 INCHES
1'-0" IN DIAMATER BETWEEN A HEIGHT OF 3'-0" & 10'-0"
INSIDE THE TRIANGULAR AREA FORMED BY THE LOT LINES
ORDINANCE 31-13: NO FENCE, WALL OR HEDGE HIGHER
THAN 3'-0" NOR ANY OBSTRUCTION TO VISION OTHER
THAN A POST OR COLUMN OR TREE NOT EXCEEDING
FORMING THE 33' X 33' TRIANGLE
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
24
PUBLIC WATER LINE. PER CITY OF PHOENIX WATER
SERVICES DESIGN MANUAL PLANTS WITHIN 10'-0"
OF WATER LINE MUST BE FROM APPROVED LIST.
TREES REQUIRE A ROOT BARRIER AND MAY NOT
BE PLANTED WITHIN 6'-0" OF ANY WATER LINE.
25
26
SHEET
JOB NO:
DATE:
SUBMITTED:
DRAWN BY:
SHEET TITLE:
PROJECT:
REVISED:
DESIGN ETHIC
l a n d s a p e a r c h i t e c t u r e
7525 EAST 6TH AVENUE SCOTTSDALE, ARIZONA 85251
480.225.7077
FORGING NEW ENVIRONMENTS
23-038
B. PAUL
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BRANDON T.
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06.14.2023
12398 WEST BUTLER DRIVE
SUNBELT RENTALS
EL MIRAGE, AZ
L2.02
of 4
PLANTING PLAN
SCALE: 1" = 20'-0"
NORTH
0'
20'
40'
60'
3
MATCHLINE "A" - SEE SHEET L2.03
not to scale
not to scale
key map
T
THIS
SHEET
L2.03

T
WEST BUTLER STREET
45'-0"
R.O.W.
30'-0"
R.O.W.
12' RIGHT-OF-WAY
EASEMENT PER DOC. NO.
2016-0925595, MCR
DRAINAGE EASEMENT
PER DOC. NO.
2016-0925595, MCR
8' PUBLIC UTILITY
EASEMENT PER DOC. NO.
2004-0146812, MCR
8' PUBLIC UTILITY
EASEMENT PER
DOC. NO.
2016-0289636,
MCR
W
W
W
W
W
W
W
W
E
E
E
SS
SS
SS
SS
SS
SS
SS
NORTH EL MIRAGE ROAD
1
1
2
2
2
2
2
5
4
1
9
9
2
2
2
2
2
8
9
2
7
7
4
8
2
8
2
10
10
7
LEUCOPHYLLUM CANDIDUM
THUNDER CLOUD
CHUPAROSA
JUSTICIA CALIFORNICA
LARREA TRIDENTATA
CREOSOTE
JOJOBA
SIMMONDSIA CHINENSIS
HESPERALOE FUNIFERA
GIANT HESPERALOE
OPUNTIA SANTA-RITA
PURPLE PRICKLY PEAR
ACACIA REDOLENS
DESERT CARPET
DASYLIRION WHEELERI
DESERT SPOON
HESPERALOE PARVIFLORA
YELLOW YUCCA
CENTURY PLANT
AGAVE AMERICANA
STAGHORN CHOLLA
OPUNTIA VERSICOLOR
'YELLOW'
SWEET ACACIA
ACACIA FARNESIANA
trees
common name
botanical name
plant legend
inerts
OPUNTIA FICUS INDICA
INDIAN FIG PRICKLY PEAR
MEXICAN PETUNIA
RUELLIA BRITTONIANA
PITHECELLOBIUM FLEXICAULE
TEXAS EBONY
(5 @
emitters
1.0 GPH)
ACACIA CRASPEDOCARPA
LEATHER LEAF ACACIA
'RIO BRAVO'
LEUCOPHYLLUM LANGMANIAE
RIO BRAVO TEXAS RANGER
OUTBACK SUNRISE EMU
EREMOPHILA GLABRA
'MINGENEW GOLD'.
1" SCREENED
ROCK PROS RUSTY NICKEL
2
DECOMPOSED GRANITE
PROSOPIS ALBA 'COOPERII'
COOPER'S MESQUITE 'THORNLESS'
shrubs
accents
(5 @
1.0 GPH)
(5 @
1.0 GPH)
(5 @
1.0 GPH)
(1 @
1.0 GPH)
(1 @
1.0 GPH)
(1 @
1.0 GPH)
(1 @
1.0 GPH)
(1 @
1.0 GPH)
(1 @
1.0 GPH)
(1 @
1.0 GPH)
(1 @
1.0 GPH)
(1 @
1.0 GPH)
(1 @
1.0 GPH)
groundcover
(1 @
1.0 GPH)
(1 @
1.0 GPH)
(VERIFY HEIGHT) SCREEN WALL. SEE ARCH. PLANS.
SITE LIGHTING. SEE ARCH. PLANS.
FIRE HYDRANT -3'-0" CLEAR OF ALL PLANT MATERIAL
STORMWATER RETENTION. SEE CIVIL ENG. PLANS.
DECOMPOSED GRANITE IN ALL PLANTING AREAS
PROPERTY LINE / RIGHT OF WAY LINE
planting key notes
DRAINAGE STRUCTURE. SEE CIVIL ENG. PLANS.
P.U.E. SEE CIVIL ENG. PLANS.
CURB. SEE CIVIL ENG. PLANS.
ACCESSIBLE RAMP. SEE CIVIL ENG. PLANS.
RIP RAP. SEE CIVIL ENG. PLANS.
1
SIGHT VISIBILITY TRIANGLE, MAXIMUM MATURE
(VERIFY WIDTH) SIDEWALK.
TRASH ENCLOSURE. SEE ARCHITECT'S SITE PLAN.
PLANT MATERIAL HEIGHT IN THE SIGHT VISIBILITY
TRIANGLES IS 24 INCHES
2
3
4
5
6
7
8
9
10
11
12
13
14
SHEET
JOB NO:
DATE:
SUBMITTED:
DRAWN BY:
SHEET TITLE:
PROJECT:
REVISED:
DESIGN ETHIC
l a n d s a p e a r c h i t e c t u r e
7525 EAST 6TH AVENUE SCOTTSDALE, ARIZONA 85251
480.225.7077
FORGING NEW ENVIRONMENTS
23-038
B. PAUL
-
U
E
BRANDON T.
PAUL
I
R
Z
O
A
N
,
S
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/
3
1
/
2
5
06.14.2023
12398 WEST BUTLER DRIVE
SUNBELT RENTALS
EL MIRAGE, AZ
L2.03
of 4
PLANTING PLAN
SCALE: 1" = 20'-0"
NORTH
0'
20'
40'
60'
4
MATCHLINE "A" - SEE SHEET L2.02
not to scale
not to scale
key map
T
L2.02
THIS
SHEET