Grading and Drainage

SYMBOL LEGEND
2018 INTERNATIONAL RESIDENTIAL CODE (IRC)
2018 INTERNATIONAL BUILDING CODE (IBC)
2018 INTERNATIONAL FIRE CODE (IFC)
2018 INTERNATIONAL MECHANICAL CODE (IMC)
2018 INTERNATIONAL PLUMBING CODE (IPC)
2018 INTERNATIONAL FUEL GAS CODE (IFGC)
2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)
2018 INTERNATIONAL SWIMMING POOL AND SPA CODE (ISPSC)
2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC)
2017 NATIONAL ELECTRIC CODE (NEC)
A117.1 2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES
CITY OF MESA –AMENDED FIRE CODE
WARRANTY DEED: 2023-0661730, MCR
TRACT A, OF CASA MESA AMENDED, ACCORDING TO BOOK 89 OF
MAPS, PAGE 5, RECORDS OF MARICOPA COUNTY, ARIZONA.
CONTAINING 16,867 SF [ 0.3872 ACRES ] MORE OR LESS.
REFERENCE DOCUMENTS
(R1) - BOOK 89 OF MAPS, PAGE 05, MCR
 FOR THE PROPERTY OF
1609 W. UNIVERSITY DRIVE, MESA, AZ. 85201
"SAN ANTONIO TIRE SHOP"
LOCATED IN A PORTION OF THE
SOUTHEAST QUARTER OF SECTION 21, TOWNSHIP 1 NORTH, RANGE 4 EAST, GILA AND SALT
RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA
CUT:  30 CY
FILL:  0 CY
GRADING AND DRAINAGE COVER SHEET
EXISTING SITE/SURVEY PLAN
PROPOSED SITE PLAN
PROPOSED SITE GRADING & DRAINAGE PLAN
PROPOSED SITE G&D SECTIONS
PROPOSED SITE G&D DETAILS
ACCESS AND CONTEXT PLAN
PROJECT ADDRESS:                           1609 W. UNIVERSITY DR., MESA, AZ.
EXIST.                    COMMERCIAL BUILDING: ONE - STORY 4,015 SF
LOT DATA:
ADDRESS:                                                                 1609 W. UNIVERSITY DR.
SUBDIVISION:                                CASA MESA AMENDED LOT 1-58,135-191
PARCEL NUMBER:                                                                            135-64-116
LOT NUMBER:
LOT SIZE (SQ. FT)                                       16,911
MCR #:                                                           89-05
ZONING:
                                             OC-(O-S)
 
1.
NO OFFSITE FLOWS AFFECT THIS PROPERTY.
2.
THIS PROJECT IS LOCATED WITHIN FEMA FLOOD ZONE "X", AS SHOWN ON THE FEMA FLOOD
INSURANCE RATE MAP (FIRM) D04013C2265M REVISED NOVEMBER 4, 2015.
3.
THE SITE IS DESIGNED TO CAPTURE & RETAIN THE GREATER OF FIRST-FLUSH OR PRE Vs
POST STORM EVENT. FIRST-FLUSH VOLUME REQUIRED  IS 703 CF AND THE PRE Vs POST
VOLUME IS 0 CF. A TOTAL OF 809 CF OF RETENTION IS PROVIDED IN 6" DEEP DEPRESSIONS
Vs 703 CF OF RETENTION IS REQUIRED.
4.
THE SITE OUTFALL IS AT THE NORTHWEST CORNER OF THE PROJECT'S FRONTAGE  TO
UNIVERSITY DRIVE OVER THE TOP OF CURB AT ELEVATION = 1224.94.
GENERAL NOTES APPLY TO ALL DRAWINGS.
ALL DIMENSIONS ARE TO FACE OF MASONRY WALLS,  FACE OF METAL STUDS AT INTERIOR WALLS,
OR AS NOTED.
CEILING HEIGHTS NOTED ON REFLECTED CEILING PLAN ARE LISTED FROM FINISH FLOOR OF
INDIVIDUAL ROOMS.
ALL FLOOR AND WALL PENETRATIONS REQUIRED FOR PIPES, CONDUIT, ETC. SHALL BE SEALED TO
STOP THE PASSAGE OF FIRE AND / OR SMOKE.
SCRIBE 5/8" GYPSUM BOARD OF WALLS AND PARTITIONS TO IRREGULARITIES OF STRUCTURE.
SEAL TIGHTLY AROUND ANY PENETRATIONS.
THE CONTRACTOR SHALL VISIT THE EXISTING SITE  AND PRIOR TO BIDDING AND SHALL VERIFY ALL
DIMENSIONS AND CONDITIONS PRIOR TO BEGINNING WORK.  SHOULD ANY CONDITION ARISE
WHERE THE INTENT OF THE DRAWINGS IS IN DOUBT OR WHERE THERE IS A DISCREPANCY
BETWEEN THE DRAWINGS AND FIELD CONDITIONS, THE OWNER SHALL BE NOTIFIED IMMEDIATELY
FOR CLARIFICATION.
THE STARTING OF ANY WORK, BY ANY CONTRACTOR OR SUBCONTRACTOR SHALL BE CONSIDERED
PRIMA FACIE EVIDENCE THAT HE HAS INSPECTED AND ACCEPTED ALL CONDITIONS INVOLVED IN
HIS WORK AND FINDS THEM SATISFACTORY.
ALL WORK, INCLUDING MATERIALS AND WORKMANSHIP, SHALL CONFORM TO THE REQUIREMENTS
OF LOCAL CODES, LAWS, AND ORDINANCES, AND THE 2018 EDITION-INTERNATIONAL BUILDING
CODE.  IN THE EVENT OF A CONFLICT WITH CODE REQUIREMENTS AND ITEMS CALLED OUT ON THE
PLANS, THAT CODE OR CALL-OUT WHICH ESTABLISHES HIGHER STANDARD SHALL TAKE
PRECEDENCE.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF FIRE-RATED
WALLS (I.E. NO GAPS, HOLES, VOIDS, UNSEALED PENETRATIONS, ETC. BEYOND THAT WHICH CODE
ALLOWS).  DUCT PENETRATIONS SHALL HAVE FIRE DAMPERS PER IBC.  ALL GAPS BETWEEN PIPES,
CONDUITS, OR DUCTWORK SHALL BE SEALED USING THE DOW CORNING FIRE STOP SYSTEM
INSTALLED IN ACCORDANCE WITH I.C.C. REPORT NUMBER 3817.
IF PROVIDED AT EXISTING STRUCTURES, FIRE EXTINGUISHERS SHALL BE 2A:10B:C RATED. TRAVEL
DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET.  FIRE DEPARTMENT  TO DETERMINE
EXACT EXTINGUISHER LOCATION AND AS SHOWN ON THE PLANS. EXTINGUISHERS SHALL BEAR A
SERVICE TAG AND SHALL BE MOUNTED SO THAT THE TOP OF THE EXTINGUISHER IS NO HIGHER
THAN FOUR FEET A.F.F.
THE CONTRACTOR WARRANTS TO THE OWNER AND THE ARCHITECT THAT ALL MATERIALS AND
EQUIPMENT FURNISHED UNDER THIS CONTRACT WILL BE NEW UNLESS OTHERWISE SPECIFIED,
AND THAT ALL WORK WILL BE GOOD QUALITY, FREE FROM FAULTS AND DEFECTS AND IN
CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS.  ALL WORK NOT SO CONFORMING TO
THESE STANDARDS MAY BE CONSIDERED DEFECTIVE.  IT IS UNDERSTOOD THAT NO INFERIOR OR
NON-CONFORMING WORK OR MATERIALS WILL BE ACCEPTED WHETHER DISCOVERED AT THE TIME
THEY ARE INCORPORATED IN THE WORK OR AT ANY TIME BEFORE OR AFTER THE FINAL
ACCEPTANCE.  IF REQUIRED BY THE ARCHITECT, THE CONTRACTOR SHALL FURNISH
SATISFACTORY EVIDENCE AS TO THE KIND OF QUALITY OF MATERIALS AND EQUIPMENT.
ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED, INSTALLED,
CONNECTED,ERECTED, USED, CLEANED AND CONDITIONED IN ACCORDANCE WITH THE
MANUFACTURERS' WRITTEN SPECIFICATIONS
OR INSTRUCTION UNLESS HEREINAFTER SPECIFIED TO THE CONTRARY.
THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING HIS BEST SKILL AND
ATTENTION.  HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION AND/OR AND
PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT.
DIMENSIONS TAKE PRECEDENCE OVER SCALE ON CONSTRUCTION DOCUMENTS.
ALL WORK SHALL BE EXECUTED IN A NEAT AND WORKING  MANNER, ACCEPTABLE TO THE OWNER.
WHEN WORK NOT SPECIFIED IS CALLED OUT AS REQUIRED TO COMPLETE THE WORK, IT SHALL BE
PROVIDED AND BE OF THE BEST MATERIALS AND WORKMANSHIP.
CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE
YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION (IN WRITING).
THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING HIS BEST SKILL AND
ATTENTION.  HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION AND/OR AND
PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT.
DIMENSIONS TAKE PRECEDENCE OVER SCALE ON CONSTRUCTION DOCUMENTS.
ALL WORK SHALL BE EXECUTED IN A NEAT AND WORKING  MANNER, ACCEPTABLE TO THE OWNER.
WHEN WORK NOT SPECIFIED IS CALLED OUT AS REQUIRED TO COMPLETE THE WORK, IT SHALL BE
PROVIDED AND BE OF THE BEST MATERIALS AND WORKMANSHIP.
CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE
YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION (IN WRITING).
1.
THESE DRAWINGS ARE GENERALLY DIAGRAMMATIC, SHOWING ONLY THE ARRANGEMENT
AND RELATIVE LOCATION OF MATERIALS AND EQUIPMENT, AND SHALL NOT BE SCALED FOR
CONSTRUCTION PURPOSES. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED ON
ACCOUNT OF DIFFERENCES BETWEEN FIELD CONDITIONS AND DIMENSIONS INDICATED ON
THE DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THE DRAWINGS AND
SHALL REPORT ANY INCONSISTENCIES TO THE OWNER IMMEDIATELY.
2.
SHOULD THE GENERAL CONTRACTOR DISCOVER A DIFFERENCE BETWEEN OR
DISCREPANCIES BETWEEN DRAWINGS THEY SHALL IMMEDIATELY REQUEST A CLARIFICATION
FROM THE OWNER BEFORE PROCEEDING.
3.
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AT THE SITE BEFORE
PROCEEDING WITH WORK, AND SHALL IMMEDIATELY REQUEST A CLARIFICATION FROM THE
OWNER BEFORE PROCEEDING.
4.
IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO COORDINATE ALL
SUBCONTRACTORS AND INSTALLATION OF THEIR EQUIPMENT, PIPING, CONDUIT, DUCTWORK,
ETC. SO THAT THERE ARE NO CONFLICTS WITH ANY INSTALLED ITEMS.
5.
ALL WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE AND LOCAL CODES,
ORDINANCES AND AUTHORITIES HAVING JURISDICTION.
6.
THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AT THE SITE,
PROTECT THEM FROM DAMAGE AND IMMEDIATELY REPORT ANY DISCREPANCIES TO THE
OWNER FOR A CLARIFICATION.
1-FIELDWORK WAS COMPLETED ON 06/28/2024.
2-ALL BEARINGS AND DISTANCES ARE CALCULATED UNLESS
OTHERWISE NOTED.
3-THIS SURVEYOR HAS MADE NO INDEPENDENT SEARCH FOR TAXES,
ASSESSMENTS, RESERVATIONS IN PATENT, EASEMENTS, RIGHTS OF
WAY, ENCUMBRANCES, LIENS, COVENANTS, CONDITIONS OF
RESTRICTIONS OR ANY OTHER RECORD INFORMATION THAT MAY BE
DISCLOSED BY A CURRENT TITLE REPORT OR OTHER RESEARCH.
BRASS TAG T.C. S.W. CORNER OF DOBSON & UNIVERSITY
EL=1211.61 (2021 CITY OF MESA)
THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 20,
TOWNSHIP 01 NORTH, RANGE 05 EAST OF THE GILA AND SALT RIVER
BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA BEARING N89°16'E.
(ASSUMED BEARING)
Guadalupe, AZ 85283
SAIF ENGINEERING LLC
(602) 954-2161
8011 S Avenida del Yaqui 
(602) 773-1833 FAX
TREES HERMANOS LLC 
C1
C2
C3
C4
C5
C6
C7
ABBREVIATIONS
RE-CONSTRUCTION OF THE INTERIOR SITE AREA AND EXTERIOR DRIVEWAYS TO,
1.
REMOVE 2 EXISTING DRIVEWAYS, TO PREVENT ACCESS TO AND FROM SITE.
2.
REMOVE EXISTING ON-SITE PAVEMENT AREA TO PROVIDE SITE RETENTION
BASINS, FOR DRAINAGE.
3.
REMOVE & REPLACE ON-SITE PAVEMENT AREA, FOR DRAINAGE.
4.
PROVIDE NEW 3' WIDE CONCRETE SPILLWAYS, FOR DRAINAGE.
5.
PROVIDE NEW 4' HIGH CMU BLOCK SCREEN WALLS, FOR STREET FACING
PARKING.
6.
PROVIDE NEW 6" SINGLE CURBING, TO DEFINE PARKING & RETENTION AREAS.
7.
PROVIDE NEW 12' WIDE "EXIT" DRIVEWAY, FOR NEW POINT OF SITE EGREES.
8.
PROVIDE NEW 5' WIDE SIDEWALK, FOR PED ENTRY FROM N. LONGMORE.
1.
MAG 601.4.4 COMPACTION DENSITIES: (THIS SECTION OF MAG
TO BE REPLACED AS NOTED.) UNLESS OTHERWISE NOTED, ALL
BACKFILL COMPACTION DENSITIES SHALL BE 95.0% MINIMUM
RELATIVE DENSITY AS DETERMINED BY ASTM D-2922 (NUCLEAR
DENSITY METHOD) AND D-3017 (WATER CONTENT BY NUCLEAR
METHOD) USING THE STANDARD PROCTOR METHOD, AASHTO
T-99 OR ASTM D-698.
2.
MAG 601.4.5 COMPACTION METHODS: (THIS SECTION OF MAG TO
BE REPLACED IN ITS ENTIRETY.) WATER CONSOLIDATION FOR
BACKFILL WILL NOT BE PERMITTED. THE BACKFILL COMPACTION
SHALL BE ACCOMPLISHED BY MECHANICAL METHODS USING
EQUIPMENT SUCH AS ROLLERS, PNEUMATIC TAMPS, HYDRO
HAMMERS, OR OTHER APPROVED DEVICES WHICH PROVIDE
SECURE, UNIFORM, AND REQUIRED DENSITY WITHOUT INJURY
TO THE PIPE OR RELATED STRUCTURES.
PROPOSED SITE:
1.
3" ASPHALT/8" A.B.C. (FRONT)=
2.
3" ASPHALT/8" A.B.C. (REAR)=
3.
5' WIDE CONCRETE WALKWAY=
4.
6" SINGLE CURB=
5.
8" CONCRETE PAVEMENT=
6.
12" THICK X 3' WIDE CONCRETE SPILLWAY=
7.
40" HIGH CMU BLOCK SCREEN WALL=
8.
6" DIA. PVC EQUALIZER PIPE (DRAINAGE)=
9.
5' WIDE CONCRETE SIDEWALK
PROPOSED SITE:
1.
5' WIDE CONCRETE SIDEWALK =
2.
6" VERTICAL CURB & GUTTER=
3.
CONC. DRIVEWAY ENTRANCE/RAMP/CURB =
4.
PAVEMENT SAWCUT REMOVAL & REPLACE=
16 S.Y.
16 S.Y.
511 S.F.
644 L.F.
69 C.F.
400 S.F.
144 L.F.
9 L.F.
340 SF
490 S.F.
66 L.F.
1 EA.
84 S.F.
               TRES HERMANOS LLC'S
                         "SAN ANTONIO TIRE SHOP"
1609 W. UNIVERSITY DRIVE, MESA, AZ
PAVING & DRAINAGE PLANS
RETENTION BASIN "A"
AREA (SF)
DEPTH (FT)
VOLUME
(CF)
619
0.5000
221
267
RETENTION BASIN "B"
1076
0.5000
345
341
RETENTION BASIN "C"
411
1.0000
321
232
RETENTION BASIN "D"
1761
1.0000
1071
382
SUBTOTAL
1,958
734 E. MOBILE LANE,
PHOENIX AZ 85040
TIME TO DRAIN (≤ 36 hrs)- DEPTH OF RETENTION
BASIN <= 1 FT. NO DRYWELL REQUIRED
Rainfall
Depth
(in)
Runoff
Coefficint
(C)
Area
(SF)
Formula     V=P/12 x
A x C
Volume
(CF)
100YR -2HR
2.8
0.65
16867
(2.8/12)×16,867×0.65
2,558 CF

FOR THE PROPERTY OF
1609 W. UNIVERSITY DRIVE, MESA, AZ. 85201
"SAN ANTONIO TIRE SHOP"
               TRES HERMANOS LLC'S
                         "SAN ANTONIO TIRE SHOP"
1609 W. UNIVERSITY DRIVE, MESA, AZ
PAVING & DRAINAGE PLANS
1.
Existing Property Line.
2.
Existing 5' High Block Property Wall.
3.
Existing 14' Wide Driveway.
4.
Existing 30' Wide Driveway, to be Removed.
5.
Existing 35' Wide Driveway, to be Removed.
6.
Existing 26' Wide Driveway, to be Removed & Replaced.
7.
Existing Utility Pole, to Remain.
8.
Existing Trash Enclosure, to Remain in Place as is.
9.
Existing 6" Vertical Curb & Gutter.
10.
Existing 5' Wide Concrete Sidewalk.
11.
Existing Street Light & Pole, to Remain.
12.
Existing Site's Water Meter, to Remain.
13.
Existing Overhead Property Sign, to Remain in Place.
14.
Existing Concrete Irrigation Box, to Remain in Place.
15.
Existing Traffic Signal Pole, to Remain in Place.
16.
Existing Traffic Signal Box, to Remain in Place.
17.
Existing PED Traffic Signal Button, to be Relocated per COM's Direction.
18.
Existing Site/Parking Light & Pole, to Remain in Place.
19.
Existing Concrete Walkway, to be Removed & Replaced.
20.
Existing 6" Vertical Concrete Curb, to Remain in Place.
21.
Existing 6" Vertical Concrete Curb Section, to be Removed.
22.
Existing 6' High Metal & Wood Gate, to be Removed.
23.
Existing 6' High Wood Fence, to be Removed.
24.
Existing Electrical Panel & Meter, to Remain in Place.
25.
Existing Pavement Area to be Removed for New L.S. & Retention Area.
26.
Existing L.S. Gravel Area to be Removed for New L.S. & Retention.
27.
Existing 2' Wide Street Section Removal & Replacement Sawcut/Area,
per C.O.M. Stdl Dtl M-19.01.
28.
Existing 6" Vertical Curb & Gutter Section, to be Removed & Replaced.
29.
Existing Pavement to be Removed & Replaced.

L1
LINE TABLE - CONCRETE PAVEMENT
LINE
DISTANCE
REMARKS
L2
L3
11'-7"
20'-2"
22'-0"
L4
6'-0"
L5
L6
L7
L3
L8
L9
L10
L11
L12
L13
18'-10"
11'-3"
47'-8"
54'-3"
24'-3"
12'-3"
11'-9"
14'-6"
23'-8"
60° TO PL
C1
CURVE TABLE - CONCRETE PAVEMENT
CURVE
RADIUS
ARC LENGTH
C2
C3
5'-0"
5'-2"
L14
21'-0"
16'-9"
26'-9"
3'-0"
4'-8"
L15
L16
L17
L18
54'-5"
46'-0"
39'-2"
38'-6"
PARALLEL TO PL
60° TO PL
L19
L20
L21
L22
L23
L24
L25
L26
L27
16'-0"
18'-0"
4'-6"
14'-0"
NOT USED
37'-10"
13'-7"
L28
PARALLEL TO PL
60° TO PL
PARALLEL TO PL
PARALLEL TO PL
PARALLEL TO WALL
19° TO WALL
PARALLEL TO WALL
PERPEND. TO BLDG
BACK OF BLDG
19° TO BLDG
PARALLEL TO BLDG
PARALLEL TO BLDG
PARALLEL TO P.L.
90° TO P.L.
45° TO P.L.
45° TO P.L.
45° TO P.L.
NOT USED
PARALLEL TO P.L.
90° TO P.L.
L0
7'-0"
PARAELL TO PL
90° TO P.L.
588 L.F.
TOTAL
TOTAL
56'-3" L.F.
C4
5'-0"
5'-2"
PARALLEL TO BLDG
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
C5
5'-0"
3'-7"
C6
5'-0"
3'-8"
C7
5'-0"
7'-0"
L2
L3
L5
L7
L17
L8
L9
L10
L11
L12
L13
L14
L15
L16
L18
L20
L19
L28
L27
L4
L6
C1
C2
C3
L0
C4
L21
L20
C7
C5
C6
               TRES HERMANOS LLC'S
                         "SAN ANTONIO TIRE SHOP"
1609 W. UNIVERSITY DRIVE, MESA, AZ
PAVING & DRAINAGE PLANS
 FOR THE PROPERTY OF
1609 W. UNIVERSITY DRIVE, MESA, AZ. 85201
"SAN ANTONIO TIRE SHOP"
PROJECT INFORMATION
PROJECT NAME:
SAN ANTONIO TIRE SHOP
PROJECT DESCRIPTION:  
EXISTING TIRE REPAIN & SERVICE
PROJECT ADDRESS: 
1609 W. UNIVERSITY DRIVE, MESA AZ 85201
OWNER/DEVELOPER: 
TRES HERMANOS LLC
OWNER CONTACT INFO: 
734 E. MOBILE LANE, 
             PHOENIX AZ 85040
CONTRACTOR:                          ALL RIGHT BUILDERS, INC.
                                                    MR. LEE PRICE
                                                    allrightbuilders@cox,net
APN: 
135-63-116
TOTAL LAND AREA: 
16,911 SF / 0.39 ACRE
ZONING: 
LC (C-2) (COMMERCIAL DISTRICT)
CONSTRUCTION TYPE:
8" BLOCK/BRICK
MCR: 
89-05
SUBDIVISION: 
CASA MESA AMENDED LOT 1-58, 135-191, TR 
BUILDING SIZE:                         4,015 SF
BUILDING SETBACKS: 
15' FRONT (ST), 25' REAR,  25' SIDE & 15' SIDE (ST)
LANDSCAPE SETBACKS: 
5' FRONT, 5' REAR AND 5' SIDES
BUILDING HEIGHT: 
MAXIMUM 2 STORIES AND 30FT TALL
LOT COVERAGE:                     13,050/ 16,911 SF = 77% - ALLOWED=80%
PARKING REQUIREMENTS
PER CITY OF MESA
- 1.0 SPACE PER 375 SF
- 1 ADA PARKING PER 1-25 PARKING SPACES
- TOTAL REQUIRED:  11 PARKING SPACES INCLUDING 1 ADA SPACE
- TOTAL PROVIDED:  4 PARKING SPACES INCLUDING 1 ADA SPACE
LANDSCAPE REQUIREMENTS
PER, CITY OF MESA
-  LANDSCAPE SETBACK(S) 5' FRONT, 5' REAR AND 5' SIDES
- LANDSCAPE PROVIDED - AREA = 3,456 SF OR 20.49%
N2
N1
N3
N5
N4
NE1
NE2
E1
NE3
E2
E4
E3
E5
N0
1609 - PROPOSED SITE PLAN
SCALE: 1" = 10'-0"
1.
Existing Property Line.
2.
Existing 5' High Block Property Wall to be raised to 6'.
3.
Existing 14' Wide Driveway.
4.
Existing 30' Wide Driveway, to be Removed.
5.
Existing 35' Wide Driveway, to be Removed.
6.
Existing 26' Wide Driveway, to be Removed & Replaced.
7.
Existing Utility Pole, to Remain in Place.
8.
Existing Trash Enclosure, to Remain in Place as is.
9.
Existing Concrete Vertical Curb & Gutter.
10.
Existing 5' Wide Concrete Sidewalk.
11.
Existing Street Light & Pole, to Remain in Place.
12.
Existing Site's Water Meter, to Remain in Place.
13.
Existing Overhead Property Sign, to Remain in Place.
14.
Existing Concrete Irrigation Box, to Remain in Place.
15.
Existing Traffic Signal Pole, to Remain in Place.
16.
Existing Traffic Signal Box, to Remain in Place.
17.
Existing PED Traffic Signal Button, to be Relocated per COM's Direction.
18.
Existing Site/Parking Light & Pole, to Remain in Place.
19.
Existing Concrete Walkway, to be Removed & Replaced.
20.
Existing 6" Vertical Concrete Curb, to Remain in Place.
21.
Existing 6" Vertical Concrete Curb Section, to be Removed..
22.
Existing Electrical Panel & Meter, to Remain in Place.
23.
Existing 2' Wide Street Section Removal & Replacement Sawcut/Area, per C.O.M.
Stdl Dtl M-19.01.
24.
New 6"Vertical Curb & Gutter Section, per M.A.G. Std. Dtl. 220-1, Type "A".
25.
New 6" Concrete Single Curb, per M.A.G. Std. Dtl. 222, Type "A".
26.
New 2' Wide Curb Opening, per Curb Opening Detail on Sht-CX.
27.
New 3' Wide Rip-Rap Spillway, per Spillwat Detail on Sht-CX.
28.
New 5'Wide Sidewalk Section, per M.A.G. Std. Dtl. 230.
29.
New 5'Wide Walkway Section, per M.A.G. Std. Dtl. 230.
30.
New 25'-0" Wide Driveway Entrance/Exit, per C.O.M. Std. Dtl. M-40.01.
31.
New 6" Dia. Steel Guard Bollard, per M.A.G. Std. Dtl. 140, Type 2-Removable.
32.
New Accessible Parking Stripping, per Accessible Parking Detail on Sht-C6
33.
New 6" Dia. PVC Drainage Equalizer Pipe.
34.
New Retention Basin.
35.
New Asphalt Pavement Driveway, @ 3" Thick/8" A.B.C.
36.
New 8" Thick Concrete Section.
37.
New EXIT Driveway Sight Visibility Triangle.
38.
New Pavement Section, to match Existing & Proposed Grades.
39.
NEW 40" HIGH CMU BREEZE BLOCK SCREEN WALL., see Screen Wall
Schedule.
40.
Install New ADA Ramp Per MAD STD DET 238-1
41.
New Bike Rack.
42.
Existing wall reduced to 3.5 ft within 15 ft of street property line to comply with
MZO Section 11-30-9(F)(2)(d).
43.
EXISTING CANOPY
44.
INTERNAL PEDESTRIAN CROSSWALKS TO BE RAISED A MINIMUM OF 3
INCHES ABOVE THE VEHICULAR PAVEMENT AND TO BE CONSTRUCTED OF
PAVERS, COLORED CONCRETE, OR STAMPED CONCRETE PER CITY
REQUIREMENTS (TYP.).
45.
ALLEY TO BE SURFACED WITH A MINIMUM OF 4” AGGREGATE BASE
COURSE (A.B.C.) PER MAG STANDARD DETAIL 202.
46.
40" HIGH METAL SCREEN WALL
N6
N7
N8

L2
L3
L5
L7
L17
L8
L9
L10
L11
L12
L13
L14
L15
L16
L18
L20
L19
L28
L27
L4
L6
C1
C2
C3
L0
C4
L21
L20
C7
C5
C6
2,558
2,558
2,558
2,558
               TRES HERMANOS LLC'S
                         "SAN ANTONIO TIRE SHOP"
1609 W. UNIVERSITY DRIVE, MESA, AZ
PAVING & DRAINAGE PLANS
 FOR THE PROPERTY OF
1609 W. UNIVERSITY DRIVE, MESA, AZ. 85201
"SAN ANTONIO TIRE SHOP"
1609 - PROPOSED G&D PLAN
SCALE: 1" = 10'-0"
1.
Existing Property Line.
2.
Existing 5' High Block Property Wall to be raised to 6'.
3.
Existing 14' Wide Driveway.
4.
Existing 30' Wide Driveway, to be Removed.
5.
Existing 35' Wide Driveway, to be Removed.
6.
Existing 26' Wide Driveway, to be Removed & Replaced.
7.
Existing Utility Pole, to Remain in Place.
8.
Existing Trash Enclosure, to Remain in Place as is.
9.
Existing Concrete Vertical Curb & Gutter.
10.
Existing 5' Wide Concrete Sidewalk.
11.
Existing Street Light & Pole, to Remain in Place.
12.
Existing Site's Water Meter, to Remain in Place.
13.
Existing Overhead Property Sign, to Remain in Place.
14.
Existing Concrete Irrigation Box, to Remain in Place.
15.
Existing Traffic Signal Pole, to Remain in Place.
16.
Existing Traffic Signal Box, to Remain in Place.
17.
Existing PED Traffic Signal Button, to be Relocated per COM's Direction.
18.
Existing Site/Parking Light & Pole, to Remain in Place.
19.
Existing Concrete Walkway, to be Removed & Replaced.
20.
Existing 6" Vertical Concrete Curb, to Remain in Place.
21.
Existing 6" Vertical Concrete Curb Section, to be Removed..
22.
Existing Electrical Panel & Meter, to Remain in Place.
23.
Existing 2' Wide Street Section Removal & Replacement Sawcut/Area, per C.O.M.
Stdl Dtl M-19.01.
24.
New 6"Vertical Curb & Gutter Section, per M.A.G. Std. Dtl. 220-1, Type "A".
25.
New 6" Concrete Single Curb, per M.A.G. Std. Dtl. 222, Type "A".
26.
New 2' Wide Curb Opening, per Curb Opening Detail on Sht-CX.
27.
New 3' Wide Rip-Rap Spillway, per Spillwat Detail on Sht-CX.
28.
New 5'Wide Sidewalk Section, per M.A.G. Std. Dtl. 230.
29.
New 5'Wide Walkway Section, per M.A.G. Std. Dtl. 230.
30.
New 25'-0" Wide Driveway Entrance/Exit, per C.O.M. Std. Dtl. M-40.01.
31.
New 6" Dia. Steel Guard Bollard, per M.A.G. Std. Dtl. 140, Type 2-Removable.
32.
New Accessible Parking Stripping, per Accessible Parking Detail on Sht-C6
33.
New 6" Dia. PVC Drainage Equalizer Pipe.
34.
New Retention Basin.
35.
New Asphalt Pavement Driveway, @ 3" Thick/8" A.B.C.
36.
New 8" Thick Concrete Section.
37.
New EXIT Driveway Sight Visibility Triangle.
38.
New Pavement Section, to match Existing & Proposed Grades.
39.
NEW 40" HIGH CMU BREEZE BLOCK SCREEN WALL. see Screen Wall
Schedule.
40.
Install New ADA Ramp Per MAD STD DET 238-1
41.
New Bike Rack.
42.
Existing wall reduced to 3.5 ft within 15 ft of street property line to comply with
MZO Section 11-30-9(F)(2)(d).
43.
EXISTING CANOPY
44.
INTERNAL PEDESTRIAN CROSSWALKS TO BE RAISED A MINIMUM OF 3
INCHES ABOVE THE VEHICULAR PAVEMENT AND TO BE CONSTRUCTED OF
PAVERS, COLORED CONCRETE, OR STAMPED CONCRETE PER CITY
REQUIREMENTS (TYP.).
45.
ALLEY TO BE SURFACED WITH A MINIMUM OF 4” AGGREGATE BASE
COURSE (A.B.C.) PER MAG STANDARD DETAIL 202.
46.
40" HIGH METAL SCREEN WALL

1609 - SITE G&D SECTION - AA
SCALE: 1" = 10'-0"
1609 - SITE G&D SECTION - BB
SCALE: 1" = 10'-0"
1609 - SITE G&D SECTION - CC
SCALE: 1" = 10'-0"
2,558
2,558
2,558
2,558
2,558
               TRES HERMANOS LLC'S
                         "SAN ANTONIO TIRE SHOP"
1609 W. UNIVERSITY DRIVE, MESA, AZ
PAVING & DRAINAGE PLANS
 FOR THE PROPERTY OF
1609 W. UNIVERSITY DRIVE, MESA, AZ. 85201
"SAN ANTONIO TIRE SHOP"

NOTES:
               TRES HERMANOS LLC'S
                         "SAN ANTONIO TIRE SHOP"
1609 W. UNIVERSITY DRIVE, MESA, AZ
PAVING & DRAINAGE PLANS
 FOR THE PROPERTY OF
1609 W. UNIVERSITY DRIVE, MESA, AZ. 85201
"SAN ANTONIO TIRE SHOP"

L2
L3
L5
L7
L17
L8
L9
L10
L11
L12
L13
L14
L15
L16
L18
L20
L19
L28
L27
L4
L6
C1
C2
C3
L0
C4
L21
L20
C7
C5
C6
2,558
2,558
2,558
2,558
               TRES HERMANOS LLC'S
                         "SAN ANTONIO TIRE SHOP"
1609 W. UNIVERSITY DRIVE, MESA, AZ
PAVING & DRAINAGE PLANS
 FOR THE PROPERTY OF
1609 W. UNIVERSITY DRIVE, MESA, AZ. 85201
"SAN ANTONIO TIRE SHOP"
1.
Existing Property Line.
2.
Existing 5' High Block Property Wall to be raised to 6'.
3.
Existing 14' Wide Driveway.
4.
Existing 30' Wide Driveway, to be Removed.
5.
Existing 35' Wide Driveway, to be Removed.
6.
Existing 26' Wide Driveway, to be Removed & Replaced.
7.
Existing Utility Pole, to Remain in Place.
8.
Existing Trash Enclosure, to Remain in Place as is.
9.
Existing Concrete Vertical Curb & Gutter.
10.
Existing 5' Wide Concrete Sidewalk.
11.
Existing Street Light & Pole, to Remain in Place.
12.
Existing Site's Water Meter, to Remain in Place.
13.
Existing Overhead Property Sign, to Remain in Place.
14.
Existing Concrete Irrigation Box, to Remain in Place.
15.
Existing Traffic Signal Pole, to Remain in Place.
16.
Existing Traffic Signal Box, to Remain in Place.
17.
Existing PED Traffic Signal Button, to be Relocated per COM's Direction.
18.
Existing Site/Parking Light & Pole, to Remain in Place.
19.
Existing Concrete Walkway, to be Removed & Replaced.
20.
Existing 6" Vertical Concrete Curb, to Remain in Place.
21.
Existing 6" Vertical Concrete Curb Section, to be Removed..
22.
Existing Electrical Panel & Meter, to Remain in Place.
23.
Existing 2' Wide Street Section Removal & Replacement Sawcut/Area, per C.O.M.
Stdl Dtl M-19.01.
24.
New 6"Vertical Curb & Gutter Section, per M.A.G. Std. Dtl. 220-1, Type "A".
25.
New 6" Concrete Single Curb, per M.A.G. Std. Dtl. 222, Type "A".
26.
New 2' Wide Curb Opening, per Curb Opening Detail on Sht-CX.
27.
New 3' Wide Rip-Rap Spillway, per Spillwat Detail on Sht-CX.
28.
New 5'Wide Sidewalk Section, per M.A.G. Std. Dtl. 230.
29.
New 5'Wide Walkway Section, per M.A.G. Std. Dtl. 230.
30.
New 25'-0" Wide Driveway Entrance/Exit, per C.O.M. Std. Dtl. M-40.01.
31.
New 6" Dia. Steel Guard Bollard, per M.A.G. Std. Dtl. 140, Type 2-Removable.
32.
New Accessible Parking Stripping, per Accessible Parking Detail on Sht-C6
33.
New 6" Dia. PVC Drainage Equalizer Pipe.
34.
New Retention Basin.
35.
New Asphalt Pavement Driveway, @ 3" Thick/8" A.B.C.
36.
New 8" Thick Concrete Section.
37.
New EXIT Driveway Sight Visibility Triangle.
38.
New Pavement Section, to match Existing & Proposed Grades.
39.
NEW 40" HIGH CMU BREEZE BLOCK SCREEN WALL. see Screen Wall
Schedule.
40.
Install New ADA Ramp Per MAD STD DET 238-1
41.
New Bike Rack.
42.
Existing wall reduced to 3.5 ft within 15 ft of street property line to comply with
MZO Section 11-30-9(F)(2)(d).
43.
EXISTING CANOPY
44.
INTERNAL PEDESTRIAN CROSSWALKS TO BE RAISED A MINIMUM OF 3
INCHES ABOVE THE VEHICULAR PAVEMENT AND TO BE CONSTRUCTED OF
PAVERS, COLORED CONCRETE, OR STAMPED CONCRETE PER CITY
REQUIREMENTS (TYP.).
45.
ALLEY TO BE SURFACED WITH A MINIMUM OF 4” AGGREGATE BASE
COURSE (A.B.C.) PER MAG STANDARD DETAIL 202.
46.
40" HIGH METAL SCREEN WALL
1609 - PROPOSED SITE PLAN
SCALE: 1" = 20'-0"