Extracted text (via pymupdf)
33730 characters
EJ
EJ
EJ
EJ
EJ
T
EL MIRAGE ROAD
(ALIGNMENT)
GRAND AVENUE
FND 1/2" REBAR
w/CAP L.S. 50988
FND 1/2" REBAR
w/CAP L.S. 50988
TBM:
FND 1/2" REBAR
w/CAP L.S. 50988
ELEV:1144.55
(NAVD 88 DATUM)
FND BCF
L.S. 36171
107.5' R/W AS
DEPICTED ON
MARICOPA COUNTY
TAX MAP
SANTA FE
1145
1144
1144
1145
1144
1145
1144
1145
1144
1145
1145
RAILROAD
33'
R/W
RETENTION
BASIN A
PROP.
OFFICE
1' VNAE PER
_____, MCR.
EXIST. CONC.
CURB & GUTTER
20.7'
33'
R/W
EXIST. DRVWY
CUT
GREENWAY RD
FND BCF
L.S. 28742
FND
BCHH
SANTA FE DR
FND BCF
L.S. 28742
FOUND PROPERTY CORNER
WATER METER
OHW
OHW
CALCULATED POINT
T
E
E
E
WATER VALVE
EJ
SURVEY MONUMENT
ELECTRIC METER BOX
ELECTRIC JUNCTION BOX
POWER POLE
LIGHT POLE
TELECOM BOX
TELECOM MANHOLE
CONCRETE
RIGHT-OF-WAY LINE
BOUNDARY/LOT LINE
ADJOINING LOT LINE
SETBACK LINE
EASEMENT LINE
EDGE OF ASPHALT PAVEMENT
OVERHEAD WIRE
ELECTRIC LINE
WROUGHT IRON FENCE
SITE WALL
GRADE BREAK
DRAINAGE FLOW DIRECTION
RAILWAY TRACKS
W
W
WATER LINE
CATCH BASIN
STORM DRAIN LINE
STREET SIGN
APN
ASSESSOR PARCEL NUMBER
AC
ACRE
APPROX
APPROXIMATELY
B/C
BACK OF CURB
BCF
BRASS CAP FLUSH
BCHH
BRASS CAP IN HAND HOLE
CL
CENTER LINE
COEM
CITY OF EL MIRAGE
CONC /C
CONCRETE
COR
CORNER
DRVWY
DRIVEWAY
DTL
DETAIL
ELEV
ELEVATION
ESMT
EASEMENT
EX /EXIST
EXISTING
FFE
FINISHED FLOOR ELEVATION
FND
FOUND
ME
MATCH EXISTING
MCR
MARICOPA COUNTY RECORDER
PUE
PUBLIC UTILITY EASEMENT
R/W
RIGHT-OF-WAY
STD
STANDARD
S/W
SIDEWALK
SWR
SEWER
w/
WITH
WO
WROUGHT IRON
WTR
WATER
VNAE
VEHICULAR NON-ACCESS EASEMENT
DESCRIPTION
#
DATE
BY
SHEET
PROJECT #
DATE
CHECK
LABEL
102500425
BMN
TRACKING #
_____ NW GRAND AVENUE
EL MIRAGE, ARIZONA 85335
1
OF
2
VICINITY MAP
0425-CD-GD01
____________
A PORTION OF THE NORTHWEST QUARTER OF SECTION 12,
TOWNSHIP 3 NORTH, RANGE 1 WEST, GILA & SALT RIVER BASE & MERIDIAN,
MARICOPA COUNTY, ARIZONA
FOR
SITE PLAN-GRADING & DRAINAGE PLAN
SURPRISE AUTO NETWORK LLC
14321 N 129TH AVE
EL MIRAGE AZ USA 85335
PHONE: (480)971-1413
CONTACT: SAYED RAMEZ
EMAIL:surprise.auto@yahoo.com
FLOOD PLAIN DATA
ENGINEER
TNG CONSULTING, LLC
4802 E. RAY RD, SUITE 23-586
PHOENIX, ARIZONA 85044
CONTACT: BENJAMIN NJUGUNA, P.E.
PHONE: (480) 352-7039
EMAIL:BenjaminN@tng-consulting.net
BASIS OF BEARING
BENCHMARK
OWNER/DEVELOPER
PROJECT DATA
QUANTITIES ARE IN PLACE ESTIMATES. NO
SHRINK OR SWELL IS ASSUMED. NO GROUND
LOSS IS INCLUDED.
NET (CUT)
5 CY
121 CY
126 CY
FILL
CUT
THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 12, USING A BEARING OF
NORTH 00 DEGREES 00 MINUTES 00 SECONDS WEST, PER THE PLAT OF WEST EL MIRAGE,
RECORDED IN BOOK 66, PAGE 26, M.C.R
NORTHWEST CORNER OF SECTION 12, MONUMENTED WITH A CITY OF EL MIRAGE BRASS
CAP FLUSH L.S. 28742
ELEVATION: 1150.581' (NAVD '88 DATUM)
TEMPORARY BENCHMARK:
FOUND 1/2" REBAR w/CAP L.S. 50988 AT THE SOUTHWEST CORNER OF THE LOT
ELEV: 1144.55' (NAVD '88 DATUM)
FLOOD ZONE:
X (SHADED)
FIRM MAP:
04013C1680L
DATE OF FIRM:
0CTOBER 16, 2013
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
DATE .
REGISTRATION NUMBER .
N
09-29-2025
LEGAL DESCRIPTION
BLOCK X, EL MIRAGE #3, ACCORDING TO THE PLAT OF RECORD IN THE OFFICE OF THE
COUNTY RECORDER OF MARICOPA COUNTY, ARIZONA, IN BOOK 34 OF MAPS, PAGE 32.
ABBREVIATIONS
LEGEND
SURPRISE AUTO
SURPRISE AUTO
ADDRESS:
_____ NW GRAND AVENUE
EL MIRAGE, AZ 85335
APN:
501-29-105
NET AREA:
0.08 AC (3,450 SF)
ZONING:
UC
DISTURBED AREA: 0.08 AC (3,543 SF)
BUILDING AREA:
NEW METAL OFFICE AREA:
100 SF
TOTAL BUILDING AREA:
100 SF
LOT COVERAGE: 100 / 3,450 = 2.9%
MAX LOT COVERAGE ALLOWED = 90%
BUILDING SETBACKS REQUIRED = 0' (FIRE RESISTANT BLDG- IBC & IFC)
MAX. BUILDING HEIGHT ALLOWED = 30'
PARKING CALCULATIONS:
PARKING REQUIRED:
- 1 SPACE / 400 SF OF SALES BLDG:
= 1 SPACE
- 1 SPACE/ 10,000 SF OF DISPLAY AREA: = 1 X (1373 / 10000) = 1 SPACE
TOTAL PARKING REQUIRED = 2 SPACES
PARKING PROVIDED:
- CUSTOMER PARKING (9'X18') = 2 SPACES
- SALES DISPLAY (8'X16') = 8 SPACES
GD01
1
3
SHEET INDEX
GD01 - COVER SHEET
GD02 - NOTES & SECTIONS
GD03 - SITE PLAN-GRADING & DRAINAGE PLAN
DESCRIPTION
(ESTIMATED)
PROPOSED METAL FENCE (6' HIGH)
238 LF
FENCE QUANTITIES (ON SITE)
FINISHED FLOORS ARE SAFE FROM INUNDATION DURING A 100-YEAR PEAK RUNOFF
EVENT IF CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS.
FINISH FLOOR CERTIFICATION
PROJECT SITE
GRADING & DRAINAGE NOTES (CITY OF EL MIRAGE)
1. THE GRADING AND DRAINAGE PLANS MUST BE APPROVED BY THE CITY ENGINEER OR HIS/HER DESIGNEE. 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 EPA. COPIES OF DRILLING LOGS AND EPA 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).
A
RETENTION BASIN TABLE
288
408
RETN.
BASIN ID
VOL. REQ.D
VOL. PROV.
AS-BUILT VOL
SF
CF
PAVING QUANTITIES IN R/W
DESCRIPTION
(ESTIMATED)
ASPHALT PVT (3" AC/ 6" ABC)
150
SY
N
STORMWATER RETENTION CALCULATIONS
A. PRE vs POST DEVELOPMENT RETENTION VOLUME REQUIRED:
Vr = (Cpost - Cpre) x (P /12) x A
WHERE:
Vr = VOLUME REQUIRED (CF)
C =100-YR RUNOFF COEFFICIENT
(weighted; paved/roof vs gravel areas, per City of El Mirage)
P = 100 YR-1HR RAINFALL PRECIPITATION (INCHES)
A = AREA (SF)
Cw Pre= (0.70 x 3,450/3,450) =0.70
Cw Post= (0.85 x 3,029/3,450) + (0.70 x 421/3,450) =0.83
Vr = (0.83 - 0.70) x (2.4 /12) x (3,450) = 90 CF
B. FIRST FLUSH RETENTION VOLUME REQUIRED:
Vr = C x (P /12) x A
WHERE:
Vr = VOLUME REQUIRED
C = FIRST FLUSH RUNOFF COEFFICIENT
= 1.0
P = FIRST FLUSH RAINFALL PRECIPITATION (INCHES)
= 1 INCHES (per City of El Mirage)
A =LOT AREA (SF)
Vr = 1.0 x (1/12) x 3,450) = 288 CF
THEREFORE, RETENTION VOLUME REQUIRED = 288 CF
RETENTION VOLUME PROVIDED IN BASIN A = 408 CF
VOLUME IN PAVEMENT = 94 CF = 23% OF BASIN A
ALLOWABLE VOLUME IN PAVEMENT = 25%
GENERAL NOTES NOTES (CITY OF EL MIRAGE)
1.
ALL CONSTRUCTION SHALL CONFORM TO THE LATEST MARICOPA ASSOCIATION OF GOVERNMENTS, UNIFORM STANDARD SPECIFICATIONS
AND DETAILS FOR PUBLIC WORKS CONSTRUCTION (MAG). 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 MEANS FOR GENERAL LAYOUT IN RIGHT-OF-WAY ONLY. THIS APPROVAL OF CONSTRUCTION PLANS IS
VALID FOR A PERIOD OF NINE (9) MONTHS. 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 TWENTY-FOUR (24) 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 TO PROVIDE 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.
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. DEVELOPER'S ENGINEER SHALL SUBMIT CERTIFICATION OF
CONSTRUCTION BUILDING PAD ELEVATIONS PRIOR TO CITY ACCEPTANCE OF PROJECT.
13. 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.
14.
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 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.
15.
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.
16.
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.
17.
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.
18.
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.
19.
ANY AND ALL OBSTRUCTIONS WITHIN THE RIGHTS-OF-WAY AND EASEMENTS SHALL BE REMOVED BEFORE ANY CONSTRUCTION IS
COMMENCED.
20. 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.
21. 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.
22. 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.
23. 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 OFF-SITE PERMITS
ISSUED BY THE CITY OF EL MIRAGE DO NOT COVER THE MARICOPA COUNTY RIGHTS-OF-WAY.
24. FIRE ACCESS TO BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION AS REQUIRED BY THE CITY OF EL MIRAGE FIRE DEPARTMENT.
25. 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.
26. 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 (623) 935-6405.
27. 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.
PROJECT
SITE
MATCH EXIST
MATCH EXIST
EXISTING
GRADE
PROPOSED
GRADE
FG 1144.48
FG 1144.55
FG 1144.96
FG 1145.44
FG 1143.75
FG 1143.50
FG 1144.08
2.8%
2.4%
1.3%
FG 1144.00
HWE:
1144.00
2:1, TYP.
2:1, TYP.
⅊
PROPOSED
WROUGHT
IRON FENCE
FG 1144.96
1.5%
⅊
1.9%
1.8%
PROP. CURB
w/ CURB
OPENINGS
MATCH EXIST
MATCH EXIST
PROPOSED
GRADE
EXISTING
GRADE
FG 1144.50
FG 1144.00
FG 1143.95
FG 1143.95
FG 1144.99
HWE:1144.00
2:1, TYP.
⅊
⅊
PROPOSED
WROUGHT
IRON FENCE
PROPOSED
WROUGHT
IRON FENCE
PROP. METAL
CONTAINER
OFFICE
FFE=1145.20
PROP. CURB
FG 1144.52
PROP. CURB
FG 1144.45
2:1, TYP.
1140
1142
1144
1146
1148
1150
1152
1140
1142
1144
1146
1148
1150
1152
1140
1142
1144
1146
1148
1150
1140
1142
1144
1146
1148
1150
CITY OF PHOENIX MIMIMUM PAVEMENT SECTION
FOR LOCAL ROADS
3" ASPHALTIC CONCRETE
8" COMPACTED SUBGRADE
6" COMPACTED AGGREGATE ROCK
(ABC)
SEE MAG SPECS FOR PAVEMENT, AGGREGATE BASE & SUBGRADE
COMPACTION REQUIREMENTS
CONCRETE CURB/
CURB & GUTTER
CONCRETE RIBBON/HEADER
CURB
2'
TRANSITION
2'
TRANSITION
WIDTH PER
PLANS
CONCRETE CURB
TERMINATION
SECTION, TYP.
DESCRIPTION
#
DATE
BY
SHEET
PROJECT #
DATE
CHECK
LABEL
102500425
BMN
TRACKING #
_____ NW GRAND AVENUE
EL MIRAGE, ARIZONA 85335
1
OF
2
042-CD-GD02
____________
09-29-2025
SURPRISE AUTO
GD02
2
3
PAVING NOTES (CITY OF EL MIRAGE)
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-3/4” & D-1/2” 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 LIST. 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.
14.ASPHALT COMPACTION WITHIN THE CITY'S RIGHT-OF-WAY AND FOR ALL PUBLIC ROADS SHALL ADHERE TO THE
REQUIREMENTS IN THE LATEST EL MIRAGE MATERIAL TESTING GUIDELINES.
15.ALL NEW CURB SHALL BE IMPRINTED WITH THE WORDS "PRIVATE STREET- NO CITY MAINTENANCE" IN 2-INCH HIGH
LETTERS AT EVERY CURB RETURN AND AT EVERY ENTRANCE INTO A NEW PRIVATE PROPERTY SUBDIVISION OR AS
DIRECTED BY THE CITY.
16.IF THE CITY ALLOWS A NEW COLLECTOR OR ARTERIAL ROADWAY TO BE CUT WITHIN A YEAR OF CONSTRUCTION,
RECONSTRUCTION OR RENOVATION, THE CONTRACTOR/DEVELOPER MUST RESTORE THE PAVEMENT FOR THE
FULL WIDTH OF ALL LANES DIRECTLY IMPACTED BY THE CUT VIA SLURRY SEAL, MICRO SEAL OR OTHER APPROVED
METHOD.
SECTION A-A
SCALE: 1" = 2' VERTICAL
1"=20' HORIZONTAL
SECTION B-B
SCALE: 1" = 2' VERTICAL
1"=20' HORIZONTAL
ENGINEER GENERAL NOTES (TNG):
1.
SITE GRADING AND COMPACTION SHALL BE PER RECOMMENDATION IN THE GEOTECHNICAL REPORT OF THE
PROJECT.
2.
MAINTAIN POSITIVE SLOPE AWAY FROM STRUCTURE, A MINIMUM OF 5% SLOPE FOR THE FIRST 5-FT, UNLESS
OTHERWISE NOTED.
3.
BACKGROUND INFORMATION SHOWN ON THIS PLAN IS PER TOPOGRAPHIC SURVEY OF THE SITE PREPARED BY
ALLIANCE LAND SURVEYING, LLC (SEPTEMBER, 2025).
4.
CONTRACTOR TO FIELD VERIFY ALL LOCATIONS AND ELEVATION ON PROJECT SITE BEFORE BEGINNING OF
CONSTRUCTION.
5.
DRAINAGE ENTRANCE AND EXIT POINTS AT THE SITE PERIMETER SHALL REMAIN THE SAME.
6.
THE CONTRACTOR SHALL CONTACT ALL UTILITIES FOR BLUE STAKE LOCATIONS PRIOR TO ANY CONSTRUCTION
ACTIVITY.
7.
MARICOPA ASSOCIATION OF GOVERNMENTS (MAG) UNIFORM STANDARD SPECIFICATIONS AND DETAILS FOR
PUBLIC WORKS CONSTRUCTION (LATEST EDITION INCLUDING LATEST REVISION AND CURRENT SUPPLEMENTS
THEREOF PER THE LOCAL JURISDICTION) ARE INCORPORATED INTO THESE PLANS IN THEIR ENTIRETY.
8.
ALL WORK REQUIRED TO COMPLETE THE CONSTRUCTION COVERED BY THESE PLANS SHALL BE IN ACCORDANCE
WITH THE MAG STANDARD SPECIFICATIONS AND DETAILS AND CURRENT SUPPLEMENTS THEREOF PER THE
LOCAL JURISDICTION UNLESS SPECIFIED OTHERWISE IN THESE PLANS OR ELSEWHERE. CONTRACTORS SHALL
FAMILIARIZE THEMSELVES WITH ALL REQUIRED STANDARD SPECIFICATIONS, DETAILS AND SUPPLEMENTS PRIOR
TO BIDDING THE WORK FOR THE CONSTRUCTION COVERED BY THESE PLANS.
9.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL METHODS, SEQUENCING, AND SAFETY USED DURING
CONSTRUCTION UNLESS SPECIFICALLY ADDRESSED OTHERWISE.
10.
THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND REGULATIONS APPLICABLE
TO THE CONSTRUCTION COVERED BY THESE PLANS.
11.
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ALL PERMITS REQUIRED TO
COMPLETE ALL WORK COVERED BY THESE PLANS.
12. PRIOR TO BIDDING THE WORK, THE CONTRACTOR SHALL THOROUGHLY SATISFY HIMSELF AS TO THE ACTUAL
CONDITIONS, REQUIREMENTS OF THE WORK AND EXCESS OR DEFICIENCY IN QUANTITIES, IF ANY. NO CLAIMS
SHALL BE MADE AGAINST THE OWNER/DEVELOPER OR ENGINEER FOR ANY EXCESS OR DEFICIENCY THEREIN,
ACTUAL OF RELATIVE.
13.
A THOROUGH ATTEMPT HAS BEEN MADE TO SHOW THE LOCATIONS OF UNDERGROUND OBSTRUCTIONS AND
UTILITY LINES IN THE WORK AREA. HOWEVER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
OBSTRUCTIONS AND UTILITY LINES ENCOUNTERED DURING CONSTRUCTION AND SHALL DETERMINE THE EXACT
LOCATION OF UTILITIES IN ADVANCE OF TRENCHING. THE ENGINEER WILL NOT GUARANTEE ANY ELEVATIONS OR
LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ON THESE PLANS. THE CONTRACTOR SHALL CALL
FOR BLUE STAKE (800 782-5348 OR 811) PRIOR TO ANY EXCAVATION.
14.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION OF CONSTRUCTION AFFECTING UTILITIES
AND THE COORDINATION OF ANY NECESSARY UTILITY RELOCATION WORK.
15.
ALL PAVING, GRADING, EXCAVATION, TRENCHING, PIPE BEDDING, AND BACK FILL SHALL COMPLY WITH THE
RECOMMENDATIONS SET FORTH IN THE REFERENCED REQUIRED SPECIFICATIONS AND DETAILS PER LOCAL
JURISDICTION.
16.
THE CONTRACTOR SHALL VERIFY THE LOCATION AND THE ELEVATIONS OF ALL EXISTING UTILITIES AT POINTS OF
TIE-IN AND CROSSING PRIOR TO COMMENCING ANY NEW CONSTRUCTION. SHOULD ANY LOCATION OR ELEVATION
DIFFER FROM THAT SHOWN ON THESE PLANS, THE CONTRACTOR SHALL CONTACT THE OWNER'S AGENT AND
ENGINEER FOR DIRECTION ON WAY FORWARD.
17.
THE CONTRACTOR SHALL VERIFY THE LOCATION, ELEVATION, CONDITION, AND PAVEMENT CROSS-SLOPE OF ALL
EXISTING SURFACES AT POINTS OF TIE-IN AND MATCHING, PRIOR TO COMMENCEMENT OF GRADING, PAVING,
CURB AND GUTTER, OR OTHER SURFACE CONSTRUCTION. SHOULD EXISTING LOCATIONS, ELEVATIONS,
CONDITION, OR PAVEMENT CROSS-SLOPE DIFFER FROM THAT SHOWN ON THESE PLANS, RESULTING IN THE
DESIGN INTENT REFLECTED ON THE PLANS NOT ABLE TO BE CONSTRUCTED, THE CONTRACTOR SHALL NOTIFY
THE OWNER'S AGENT IMMEDIATELY FOR DIRECTION ON HOW TO PROCEED PRIOR TO COMMENCEMENT OF
CONSTRUCTION. THE CONTRACTOR ACCEPTS RESPONSIBILITY FOR ALL COSTS ASSOCIATED WITH CORRECTIVE
ACTION IF THESE PROCEDURES ARE NOT FOLLOWED.
EJ
EJ
EJ
EJ
T
EL MIRAGE ROAD
(ALIGNMENT)
GRAND AVENUE
FND 1/2" REBAR
w/CAP L.S. 50988
FND 1/2" REBAR
w/CAP L.S. 50988
TBM:
FND 1/2" REBAR
w/CAP L.S. 50988
ELEV:1144.55
(NAVD 88 DATUM)
SANTA FE RAILROAD
1145
1145
1144
1145
1144
1144
1144
1144
1145
1144
1145
1145
1144
1144
1144
1145
1145
1145
1145
1145
2.3%
3.0%
3.4%
1.8%
1.8%
2.0%
3.2%
2.0%
2.1%
2.4%
2.4%
2.4%
1.4%
3.6%
1145
1144
1145
1144.00
1143.50
1144.00
1144.00
1144.00
1143.50
1143.50
1143.00
1143.00
1143.00
2:1
2:1
1
1
2
2
4
3
6
88 LF
7
72 LF
7
78 LF
7
TYP.
12
10
11
1145
TC 44.48
P 43.98
TC 44.50
P 44.00
TC 44.25
G 43.75
TC 44.25
G 43.75
TC 44.50
G 44.00
TC 45.23
P 45.23
TC 45.70
P 45.70
TC 44.70
G 44.20
TC 44.25
G 43.75
P 44.00
P 44.30
P 44.64
P 44.46
P 44.60
P 45.32
P 45.35
P 44.95
P 44.95
P 44.95
P 45.14
1
2
11
11
11
12
15
13
TYP.
5
12
TYP.
12
EXIST.
BILLBOARD
14
5
TYP.
5
5
8
5
8
5
EXIST. COEM WATER
BOOSTER STATION
2
4
TYP.
12
4
9
RETENTION BASIN A
HWE: 1144.0
BOTTOM: 1143.0
DEPTH: 1-FT
VOL REQ: 288 CF
VOL PROV: 408 CF
107.5' R/W AS DEPICTED ON
MARICOPA COUNTY TAX MAP
33'
R/W
48.3'
WTR
7'
ELEC
16.0'
16.0'
21.0'
16.0'
9'
18'
16'
TYP
16'
TYP.
8'
TYP.
2' VEHICLE
OVERHANG
9.9'
0.8'
0.8'
43.0'
13.3'
1' VNAE PER
_____, MCR.
20.7'
31'
B/C-B/C
33'
R/W
8'
TYP
16
16
17
FFE 1145.20
OFFICE
TYP.
3
18
2.0%
2.3%
19
18
TYP.
4
TC 44.57
G 44.07
DESCRIPTION
#
DATE
BY
SHEET
PROJECT #
DATE
CHECK
LABEL
102500425
BMN
TRACKING #
_____ NW GRAND AVENUE
EL MIRAGE, ARIZONA 85335
1
OF
2
0425-CD-GD03
____________
09-29-2025
SURPRISE AUTO
GD03
3
3
N
CONSTRUCTION NOTES
CONSTRUCT ASPHALTIC CONCRETE PAVEMENT, 3" AC / 6" ABC/ 8" PREPARED
SUBGRADE (CITY OF PHOENIX MINIMUM PAVEMENT SECTION FOR LOCAL ROADS). SEE
DETAIL 1 ON SHEET GD02
CONSTRUCT 6" CONCRETE SINGLE CURB TYPE "A", PER MAG STD DTL 222
CONSTRUCT 2-FT WIDE CURB OPENING EVERY 6-FT, ON-CENTER, ALONG SOUTH CURB
LINE. SEE DETAIL 2 ON SHEET GD02
PROPOSED 10' X 10' FIRE RESISTANT (IBC & IFC REQUIREMENTS) METAL CONTAINER
OFFICE. FFE PER PLANS
CONSTRUCT ASPHALT THICKENED EDGE OF PAVEMENT PER MAG STD DTL 201, TYPE
"A"
PROPOSED 16-FT WIDE WROUGHT IRON GATE
PROPOSED 6-FT HIGH WROUGHT IRON FENCE. PAINT/ COLOR PER OWNER
EXISTING POWER POLE TO REMAIN AND BE PROTECTED IN PLACE
EXISTING CONCRETE HEADWALL TO REMAIN AND BE PROTECTED IN PLACE
EXISTING STORM DRAIN PIPE TO REMAIN AND BE PROTECTED IN PLACE
EXISTING CONCRETE SIDEWALK TO REMAIN AND BE PROTECTED IN PLACE
EXISTING CURB/ CURB & GUTTER TO REMAIN AND BE PROTECTED IN PLACE
EXISTING DRIVEWAY CUT TO REMAIN AND BE PROTECTED IN PLACE
EXISTING BILLBOARD SUPPORT POLE TO REMAIN AND BE PROTECTED IN PLACE
EXISTING CURB INLET CATCH BASIN TO REMAIN AND BE PROTECTED IN PLACE
CONSTRUCT CONCRETE CURB TERMINATION SECTION PER MAG DTL 222
EXISTING RAILWAY CROSSING TRAFFIC CONTROL ARM TO REMAIN AND BE PROTECTED
IN PLACE
CONSTRUCT 6" CONCRETE VERTICAL CURB & GUTTER TYPE "A", PER MAG DTL 220-1
EXISTING UTILITY BOX/ CABINET TO REMAIN AND BE PROTECTED IN PLACE
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
SIGNING & MARKING NOTES
APPROXIMATE LOCATION OF EXISTING STREET SIGN POLE TO REMAIN AND BE PROTECTED IN
PLACE
INSTALL STOP SIGN PER LATEST MUTCD
PAINT SINGLE 4" WIDE TRAFFIC WHITE STRIPE
FOR-SALE VEHICLE PARKING DELINEATION LINES. NOTE THAT THESE LINES ARE SHOWN ON
THESE PLANS FOR PLANNING PURPOSES ONLY; NO PAINT/ STRIPPING SHALL BE MARKED ON
THE PAVEMENT
INSTALL TYPE 3 OBJECT MARKER "OM3-C" PER LATEST MUTCD. OBJECT MARKER PLAQUES
SHALL BE MOUNTED ON UTILITY POLE(S) SHOWN ON PLANS USING STAINLESS STEEL BANDING
& BRACKETS. INSTALL SIGNS PERPENDICULAR TO DIRECTION OF TRAVEL. CONTRACTOR SHALL
COORDINATE WORK WITH RESPECTIVE UTILITY SERVICE PROVIDER/ COMPANY THAT OWNS/
OPERATES EACH RESPECTIVE UTILITY POLE
1
2
3
4
5
PARKING SPACE COUNT
X