Site Plan

APN: 141-25-150
S 89° 58' 32" W ZONING:LI SYMBOLS LEGEND SITE DATA
02-002 02-044 02-044
500.27'
PROJECT NAME
FIRE LANE FIRE TRUCK LANE ACCESS OR DRIVE
MONOGRAM AEROSPACE
02-002 02-018 02-018 02-072 02-068 20'-0"
02-044 02-072 02-072 RETENTION BASIN 11
29'-10" PROJECT ADDRESS
2'-0" AS-120 2 26-001 40'-0" 4250 EAST OASIS STREET, MESA, AZ
02-051 AS-101 2'-0" TYP. D.E. 02-025 R55'-0" FIRE LANE TURNING RADIUS
02-018 02-018 32-002
APN:
4'-9 1/2" 02-002 141-25-151
3/4" 02-047 9'-0"
14 16'-0" TYP 15 16'-0" 8
76'-10 TYP 02-018 02-018 PROJECT DESCRIPTION
92'-4" THE DEVELOPMENT CONSISTS OF THE EXPANSION AND INTERIOR
96'-5" 03-005
02-047 02-025 10'x20' SIGHT VISIBILITY AREA PER CITY OF MESA IMPROVEMENTS OF AN EXISTING 42,258 SF FACILITY, INCLUDING AN 4600 E INDIAN SCHOOL RD.
20'-0" P.U.E 02-019 02-020 APPROXIMATELY 57,857 SF BUILDING ADDITION. THE FUTURE EXPANSION
03-005 PHOENIX, ARIZONA 85018
WAS PREVIOUSLY APPROVED AS PART OF THE ORIGINAL DESIGN REVIEW.
A-200 APN: 141-25-151 43'-6 1/4" PROVIDE FIRE LANE MARKINGS AND RED THE COMPLETED DEVELOPMENT WILL PRIMARILY SUPPORT 602.840.2929 2929.COM
05-001 ZONING:LI 02-002 PAINTED CURB PER MESA FIRE CODE MANUFACTURING OPERATIONS AND WILL ALSO INCLUDE OFFICE SPACES
3 50'-0" CLEARANCE
AS-1201 503.9.2 AND WAREHOUSE/STORAGE AREAS, WITH HVAC SYSTEMS AND INTERIOR
30'-0" 32-001 32-001 FIRE LANE 02-016 02-016 LIGHTING. THE EXISTING BUILDING AND NEW EXPANSION WILL BE E E D D A A
DRIVEWAY REPAINTED TO MATCH THE EXISTING COLOR SCHEME. AT COMPLETION, THE T T E E R R R R C C H H
26-003 26-003 02-064 02-064 PROJECT WILL RECEIVE A CERTIFICATE OF OCCUPANCY. S S T T I I F F I I C C A A T T E E I I
I I R R N N T T
TYP. TYP. 40'-0" G G C C E E 66385 O O E E
ACCESSIBLE PATH TO PUBLIC WAY E E . . C C
35'-4" CURRENT ZONING R R KAREN T T
237'-0" EXISTING LI - LIGHT INDUSTRIAL OHMANN
04-001 04-001 1/2" D D a a t t e e 10/27/26 _ _ _ _ _ _
01-001 EXISTING FIRE HYDRANT PROPOSED USE A A S S i i g g n n e e d d _ _ _ _ _ _ _ _ _ _ _ _ _ _ . .
5'-0" 129'-11 02-017 OFFICE/ MANUFACTURING - F-1 R R I I Z Z . . S S . . A A
O O N N A A U U
02-016 02-016
02-058 SITE AREA Expires 06/30/24 6/30/27
26-003 L.S.B.L LANDSCAPE SETBACK LINE
02-047 02-014 GROSS SITE 295,916 SF (6.79 ACRES)
NET SITE 249,675 SF (5.73 ACRES)
5 A-200
B.S.L BUILDING SETBACK LINE
CONSTRUCTION TYPE
98'-0" 02-002 D.E DRAINAGE EASEMENT III-B
35'-0" 05-003 W MAX. BUILDING HEIGHT
E 02-022 02-022
D.E 29" KEYNOTES ALLOWABLE 40'-0"
46" ACTUAL 40'-0"
01' 475.03'
01' 475.26' 30'-0" 38'-2 1/2"
0° 01-001 SIGNAGE FOR EXTERIOR AREA FOR ASSISTED RESCUE MAXIMUM LOT COVERAGE:
0° B.S.L N 02-002 EXISTING 8' MASONRY SCREEN WALL EXISTING BUILDING 42,991 SF
S 05-002 05-002 02-061 APPROVE
02-006 EXISTING OVERHEAD SECTIONAL DOOR PROPOSED BUILDING 57,857 SF
20'-0" 26-003 02-057 02-043 02-014 EXISTING CONCRETE WALL TOTAL 100,848 SF
L.S.B.L SES 85215 AND
02-016 EXISTING PAVEMENT ASPHALT
BUILDING 100,848 SF/ 249,675 SF = 40.4% CERTIFY CONTRACTOR
02-068 02-059 02-017 EXISTING CONCRETE TRUCK WELL
02-006 02-006 02-006 02-067 IMPERVIOUS AREA 177,981 SF/ 249,675 SF = 71.3%
02-048 02-018 EXISTING LANDSCAPE TO
26-003 02-019 EXISTING PARKING SPACE LANDSCAPE AREA: 71,694 SF / 249,675 SF = 28.7% AZ THE
AEROSPACE OWNER
30'-0" 30'-0" 190'-10 1/4" 227'-6 3/4" 39'-11 1/2" 30'-0" 30'-0" 02-020 EXISTING TRANSFORMER FROM
02-022 EXISTING UNREINFORCED CONCRETE SLAB CONCRETE EMPLOYEE & VISITOR AMENITIES – COMMON OPEN SPACE (EXISTING) THE
ROW REQUIRED: 106,115 SF (1%) = 1,061 SF
02-023 EXISTING SIDEWALK ALLOWS RECEIVED
PROPOSED BUILDING 4 - A-200 - LANDSCAPE: 75% (796 SF) WITH LIVE PLANT MATERIAL MESA,
2 279'-4" 279'-4" 02-025 EXISTING FIRE HYDRANT PROVIDED 1,813 SF
02-051 A-200 57,857 SF 02-043 EXISTING STREET LIGHT LANDSCAPE: 1,253 SF ARE
417'-9" CONTRACT
02-044 EXISTING CATCH BASIN ESTIMATES
FIRST FLOOR - 57,857 SF OAKLAND 02-047 EXISTING WATER VALVE BUILDING SETBACKS
OMAHA 02-018 02-018 REQ. PROV. THIS
02-048 EXISTING DRAIN TRENCH AND
NORTH 0'-0" 96'-5" STREET,
02-049 EXISTING MAILBOX EAST 30'-0" 39'-11 1/2" PROVISION:
BILLINGS
26-003 BASIN 02-050 EXISTING ADA PARKING SIGNAGE SOUTH 30'-0" 151'-11 1/2"
EXISTING BUILDING
02-051 EXISTING IRRIGATION VALVE BOXES WEST 30'-0" 41'-10 1/2" THE
8'-0" PERIOD
48,258 SF P.U.F.E 02-052 EXISTING TELECOM PEDESTAL BOX AFTER
N. RETENTION 02-053 EXISTING TELECOM BOX LANDSCAPE SETBACKS
181'-4" N. REQ. PROV. APPROVAL DAYS
02-054 EXISTING BACKFLOW PREVENTER ENCLOSURE OASIS
FIRST FLOOR - 42,991 SF NORTH 0'-0" 29'-10" 30
BASIN 02-055 EXISTING UTILITY VAULT EAST 20'-0" 39'-11 1/2"
02-018 02-018 SECOND FLOOR - 5,267 SF 20'-0" 02-056 EXISTING GAS VALVE SOUTH 20'-0" 40'-1" AND WITHIN
L.S.B.L 02-057 EXISTING ROOF OVERFLOW DRAIN OUTLET LOCATION WEST 20'-0" 35'-4" MONOGRAM
02-047 RETENTION APN: 141-25-151 02-058 EXISTING KNOX BOX EAST CERTIFICATION ESTIMATES
ZONING:LI PARKING CALCULATIONS: PER MESA ZONING "INDUSTRIAL CALCULATION"
02-059 EXISTING IRRIGATION BOX
AND
02-061 EXISTING WASTE OIL PUMP OUT LINE
30'-0" USE S.F. REQUIRED SPACES
02-064 EXISTING MANUAL OPERATED GATE MANUFACTURING 105,623 SF 1 SP / 600 SF 176 EXTENDED BILLINGS
B.S.L 02-067 EXISTING RECESSED DOCK LEVELER 4250
OF
02-068 EXISTING ROCK RIP RAP TOTAL NUMBER OF SPACE PROVIDED
1 02-069 EXISTING PARKING OVERHANG EXISTING PARKING NOTICE
AS-101 STANDARD STALLS 96 STALLS
02-070 EXISTING MANSORY SCREEN WALL
ADA STALLS 4 STALLS
02-048 02-072 RELOCATED EXISTING RIPRAP REMOVED STALLS -4 STALLS
03-001 NEW SIDEWALK TOTAL 100 STALLS
7'-6 1/4" 3 1/2" 03-005 6" CONCRETE CURB
AS-120 8'-4 04-001 8' MASONRY SCREEN WALL REFER TO THE PARKING STUDY INCLUDED WITH THIS SUBMITTAL
02-057
05-001 MANUAL DUAL SLIDING GATE
02-023 26-003 BICYCLE SPACES (REQ'D/ PROV'D) 10/10
26-003 03-001 1/4" 26-003 02-057 26-003 26-003 10-001 05-002 CANOPY AREA
03-001 02-023 02-069 02-018 02-018 10-001 10-001 02-050 05-003 CANOPY ROOF LINE
21'-6 10-001 ADA PARKING SIGNAGE
7'-0"
02-070 26-001 NEW AREA LIGHT FIXTURE MOUNTED ON EXISTING POLE AND BASE. SEE
02-019 02-019 14 32-004 02-057 ELECTRICAL DRAWINGS VICINITY MAP
9'-0" 2'-0" 16'-0" 13 AS-120 26-003
8 10 26-003 26-003 26-002 DOUBLE STREET LIGHT PER ELECTRICAL ON EXISTING POLE AND BASE
TYP. 02-018 26-003 WALL MOUNTED LIGHT PER ELECTRICAL
1
32-001 30' WIDE DRIVEWAY
02-070 A-200 02-051 02-051 32-002 TRASH ENCLOSURE PER CITY OF MESA - DETAIL 11/AS-120
29'-10" 61'-10" FIRE LANE 02-016 02-016 32-004 BIKE RACK E PALM GREENFIELD
1/4" OKLAHOMA
57'-11 1/2" 02-025 N. N
124'-6 5 02-070 RED N
Aerospace.rvt OMAHA
02-056 9'-0" ROCK E OASIS
5 2'-0" 13 10 02-019 02-019 02-023 N SITE
02-025 16'-0" 16'-0" TYP.
TYP. 2'-0"
35'-0" 1/2" 02-049 02-018 02-018 E MCDOWELL E MCDOWELL FIRST ISSUED: 07/13/26
Monogram 02-048 EXISTING DRIVEWAY 20'-0" 30'-9 02-043
02-057 26-001 26-001 1/2"
26-002 2'-0" 1/2" P.U.E 35'-0" REVISIONS
02-044 56'-8" 56'-3
56'-5 40'-1" 02-070 1/2" GREENFIELD No. DATE DESCRIPTION
36'-0" D.E 02-018 02-018 02-044 N.
Aerospace/26105.00 02-018 02-018 8'-0" P.U.F.E 30'-0" B.S.L EXISTING DRIVEWAY RED
02-047 31'-0 N
N 89° 56' 46" E 20'-0" B.S.L 02-052 ROCK
S
45° 450.24'
FALCON FIELD
02' 02-053 AIRPORT
35.36' 30" 02-051 N
Monogram E 02-053 N.T.S.
02-020 02-020 02-051 02-025
02-043 30'-0" ROW 02-055 02-054
109'-3" 02-043
02-048 112'-2 1/4"
PROJECT TEAM CITY TRACKING NUMBER
Docs://26105.00
OWNER: GENERAL CONTRACTOR:
30'-0" ROW
Autodesk E. OASIS STREET MONOGRAM AEROSPACE LAYTON CONSTRUCTION
4250 EAST OASIS STREET, 2355 EAST CAMELLBACK ROAD, SUITE
MESA, AZ 85215 800, PHOENIX, AZ 85016
PHONE: 214-616-0652 PHONE: 602-418-4648 PROJECT NO: 26105.00
PM E-MAIL: david@bunrootis.com E-MAIL: TStewart@laytonconstruction.com
CONTACT: DAVID GIBBONS CONTACT: TANNER STEWART DRAWN BY: OG
3:35:21
ARCHITECT: CIVIL ENGINEER: CHECKED BY: RP
COPYRIGHT 2026: DEUTSCH
10/27/2026 OVERALL SITE PLAN DEUTSCH ARCHITECTURE GROUP SWS ENGINEERING, INC.
ARCHITECTURE GROUP
1 N 4600 E INDIAN SCHOOL RD 7310 NORTH 16TH STREET, SUITE 275
SCALE 1" = 30'-0" PHOENIX, AZ 85018 PHOENIX, AZ 85020
0' 30' 60' 90' 120' PHONE: 602-840-2929 PHONE: 602.848.0249
GROUP E-MAIL: rpennell@2929.com E-MAIL: adam.m@sws-engr.com SITE PLAN
CONTACT: RICK PENNELL CONTACT: ADAM MUSZYNSKI
LANSCAPE ARCHITECT: ELECTRICAL ENGINEER:
ARCHITECTURE
G.K. FLANAGAN ASSOCIATES KRAEMER CONSULTING ENGINEERS, P.L.L.C.
4626 N. 44TH STREET 2050 WEST WHISPERING WIND DRIVE, SUITE
PHOENIX, AZ. 85018 158 PHOENIX, ARIZONA 85085
PHONE: 602.912.9691 PHONE: 480.332.5614
DEUTSCH E-MAIL: trey@gkfassociates.com E-MAIL: aaron.ricks@kraemereng.com
CONTACT: TREY JANOVSKY CONTACT: AARON RICKS
AS-100
2022
c

KEYNOTES
01-002 SECOND LEVEL CONTOUR LINES
02-001 EXISTING TILT PANEL WALL
02-002 EXISTING 8' MASONRY SCREEN WALL
02-016 EXISTING PAVEMENT ASPHALT
02-018 EXISTING LANDSCAPE
02-019 EXISTING PARKING SPACE
02-020 EXISTING TRANSFORMER
02-021 EXISTING TRASH ENCLOSURE TO BE DEMOLISHED
02-023 EXISTING SIDEWALK
02-025 EXISTING FIRE HYDRANT
4600 E INDIAN SCHOOL RD.
02-026 EXISTING MASONRY WALL TO BE DEMOLISHED
PHOENIX, ARIZONA 85018
02-027 EXISTING CURB TO BE DEMOLISHED
02-029 EXISTING PARKING STALLS TO BE REMOVED; EXISTING PAVING AND CURBS TO BE 602.840.2929 2929.COM
DEMOLISHED
02-032 EXISTING DRIVEWAY – PORTION TO BE DEMOLISHED
02-047 EXISTING WATER VALVE E E R R E E D D A A R R C C
02-051 EXISTING IRRIGATION VALVE BOXES S S T T T T I I F F I I C C A A T T E E H H I I
I I R R N N T T
02-063 EXISTING WASTE STORAGE G G C C E E 66385 O O E E
E E . . C C
02-018 02-064 EXISTING MANUAL OPERATED GATE R R KAREN T T
02-068 EXISTING ROCK RIP RAP OHMANN
02-072 RELOCATED EXISTING RIPRAP D D a a t t e e 10/30/26 _ _ _ _ _ _
A A S S i i g g n n e e d d _ _ _ _ _ _ _ _ _ _ _ _ _ _ . .
02-078 EXISTING EXPOSED AGGREGATE CONCRETE STRIPS 12" WIDE TYPICAL WITH 4' R R I I Z Z S S . . A A
WIDE SALT FINISH CONCRETE STRIPS ALTERNATING AS INDICATED O O N N A A U U . .
02-018 02-018 02-079 EXISTING MASONRY SCREEN WALL Expires 06/30/24 6/30/27
02-080 EXISTING DRIVEWAY TO REMAIN
32-006 RELOCATED OUTDOOR EMPLOYEE BREAK SEATING AREA
02-001
32-007 OUTDOOR EMPLOYEE BREAK SEATING AREA
TYP.
02-063
APPROVE
32-006
85215 AND
CERTIFY CONTRACTOR
TO
02-018 02-018 01-002 THE
AZ
32-007 AEROSPACE OWNER
FROM
THE
02-079 RECEIVED
MESA, ALLOWS
01-002 ARE
32-007
CONTRACT
02-078 ESTIMATES
THIS
AND
02-079 STREET,
PROVISION: BILLINGS
02-018 02-018
THE
02-023 02-023 PERIOD
AFTER
OASIS APPROVAL DAYS
30
AND WITHIN
MONOGRAM
EAST CERTIFICATION ESTIMATES
AND
EXTENDED BILLINGS
EMPLOYEE & VISITOR AMENITIES OPEN SPACE
4250
1 N OF
SCALE 1" = 10'-0"
0' 10' 20' 30' 40' NOTICE
02-068 02-072 02-072 02-068 02-072 02-068
02-002
02-018 02-018
02-018 02-018 02-002
02-051
02-018 02-018
02-018 02-018
Aerospace.rvt
02-029 02-029
FIRST ISSUED: 08/27/26
Monogram 02-025 02-019 02-020
02-047 02-047
02-026 REVISIONS
No. DATE DESCRIPTION
02-002
Aerospace/26105.00
CONSTRUCTION
02-027
Monogram 02-016 02-016 02-080 02-080
02-064 02-064
02-032
Docs://26105.00
02-021
Autodesk
FOR
PROJECT NO: 26105.00
PM
DRAWN BY: OG
3:35:23 02-047
CHECKED BY: RP NOT
02-026 COPYRIGHT 2026: DEUTSCH
10/27/2026
ARCHITECTURE GROUP
-
GROUP ENLARGED SITE
PLAN
PARTIAL NORTHSIDE DEMO PLAN
ARCHITECTURE 2
SCALE 1" = 20'-0"
N
0' 20' 40' 60' 80' PRELIMINARY
DEUTSCH
AS-101
2022
c

NOTE: RACK PAINTED SHERWIN INDICATES CLEAR
WILLIAMS - SW 6126 - AREA
(PERTAINS TO ALL STEEL FENCING)
NAVAJO WHITE
1) ALL WELDED STEEL CONSTR. (WELD ALL AROUND) NOTE: 8"
2) GRIND SMOOTH ALL WELDS, BURRS, ETC CENTERED SCORED BLOCK SHALL
3) CLOSE ALL TUBES FACE STREET SIDE ELEVATION
4) PRIME AND PAINT TO MATCH PROJECT TYPICAL
5) TROWEL FINISH AND TOOL EDGES AT EXPOSED CONC. FOOTING SEE PLAN
6) DIAGONAL BRACING MAY BE REQUIRED BASED ON CLEAR SPAN
F. D.
7) GATE SHALLE BE PAINTED "C" SW9167 POLISHED CONCRETE EQ SPACE SPACE
SOLID METAL B-DECK PANEL - 8
12
8X8X16 SINGLE PAINTED SHERWIN WILLIAMS - AS-120 1 1
SCORED CMU BLOCK AS-120 SW 6126 - NAVAJO WHITE ELEVATION
4"
2" DIAMETER SCH. ACCESS
40 STEEL PIPE 6'-0" 1'-6" 4600 E INDIAN SCHOOL RD.
W/ STEEL FLANGE PHOENIX, ARIZONA 85018
RAMSET BOLTS, 602.840.2929 2929.COM
3"x3"x3/16" TUBE STEEL RAILS (3) PER FLANGE
MITER CUT EACH END 3/16" BUT 3'-0" E E D D A A
8'-0" WELD ALL AROUND (TYP.) CONCRETE E E R R R R C C
EQ S S T T I I F F I I C C A A T T H H I I
SLAB 1. THE SIGN PLATE SHALL BE A MINIMUM OF 4"X8" AND WITH A THICKNES OF .80 ALUMINUM I I R R T T E E N N T T
CONSTRUCTION AND ROUND CORNERS. G G C C E E 66385 O O E E
E E . . C C
R R KAREN T T
2. THE SIGN FACE SHALL HAVE A RED REFLECTIVE BACKGROUND USING 3M SCOTCHLITE OHMANN
1'-0" 1'-0" 1'-0" SIGN FACE NUMBER R7-32 OR EQUIVALENT, WITH WHITE SCREENPRINTED LETTERING D D a a t t e e 09/28/26 _ _ _ _ _ _
PROVIDE 1/16" DIA. DRAIN USING HANDEL GOTHIC CAPITAL LETTERS 1-1/4" X 1/4" STROKE. A A S S i i g g n n e e d d _ _ _ _ _ _ _ _ _ _ _ _ _ _ A A . .
HOLES ON BOTTOM OF 4" 2'-0" R R I I Z Z O O U U . . S S . .
3. HOLES PUNCHED PER CUSTOMER REQUEST. N N A A
9 10 4 FRAME @ 24" O.C. 1'-0"
AS-120 AS-120 AS-120 Expires 06/30/24
PLAN VIEW 4. MOUNT (2) SIGNS BACK TO BACK WITHIN 12" OF F.D. SWITCH/PADLOCK.
SECTION
MASONRY SITE WALL AND GATE ELEVATION BICYCLE RACK DETAIL FIRE DEPARTMENT ACCESS SIGN
1 3 4
SCALE 1/4" = 1'-0" SCALE 1/2" = 1'-0" SCALE 6" = 1'-0"
1/4" RED BORDER LINE 1/4" R= 1 1/2" SLIDING GATE SHALL BE
1 GATE POST 10'-0" MIN. 9'-0" MIN. 8" T.S.POST
PAINTED "D"
BLACK
15 1 1/2" DIA. GUIDE
2"X LENGTH VARIES1/4" STEEL 13
DIA. = 9" BARS ATTACHED TO
1 1/4" SLIDE THRU HASP W/ MIN. 3/4" AS-120 AS-120
1/2"-1" MIN. 4" DIA. ROLLERS ATTCHED GATE FRAME APPROVE
RED HOLES (TYP. BOTH SIDES), ROUND
TO END GATE POST
ALL EDGES
WHITE 85215 AND
3'-0" TYP 4" URETHANE V-GROOVE WHEEL
CERTIFY CONTRACTOR
18" 0'-5"
GATE CUT OUT TO
1" 1-1/4" x 1-1/4" STL. ANGLE
FIRE LANE 2" 1" 6" THICK TYP CMU SCREEN WELDED TO EMBED PLATE AZ OWNER THE
CONCRETE PAD 3' WALL BEYOND AEROSPACE FROM
BIN THE
1-1/2" x 1-1/2"
3/4" 1" 2" 6" MIN 2" 3" TYP CONTINUOUS ANGLE. WELD TO RECEIVED
11/16" MESA, ALLOWS
2 3' PLATE. PROVIDE 1/4" SLOTS
2" @ 48" 0.C. TO ALLOW DRAINAGE. ARE
RED LETTERS TYP. FOR 12" JOINT CONTRACT
1" & 2" LETTERS 3'-0" TYP. ESTIMATES
WIDTH
1. FIRE LANE SIGNS SHALL BE INSTALLED AS REQUIRED BY FIRE PREVENTION. 6" CONSTRUCTION ASPHALT PAVEMENT THIS AND
MIN. JOINT STREET,
A. SIGNS SHALL BE ONE EIGHT (1/8) OF AN INCH FLAT ALUMINUM SHEET, TWELVE (12) INCHES WIDE, CONSTRUCTION PROVISION: BILLINGS
24'
AND EIGHTEEN (18) INCHES LONG. 3/4" PICKETS FRAME OPENING FOR
STEEL BAR 2'-0" THE
B. THEY SHALL BE MOUNTED ON A STURDY METAL ONE AND THREE-QUARTER (1-3/4) INCH SQUARE 3/8" x 6" WIDE CONTINUOUS PERIOD AFTER
TUBE POSTS. SEE DETAIL 4-22 FOR SIGN POST INSTALLATION DETAIL. HEIGHT OF SIGN SHALL #5 CONT. TOP & PLATE W/ 1/2" A.B.
FIRE DEPT. KNOX PADLOCK DUAL BOTTOM STAGGERED AT 32" O.C.
CONFORM TO MUTCD STANDARDS. LOCKING SYSTEM (MAY BE MIN OASIS APPROVAL DAYS
6" THICK BIN
PURCHASED @ MESA F.D.), ON 12' CONCRETE PAD CONTINUOUS TRACK 30
C. SIGNS SHALL BE MOUNTED PERPENDICULAR TO THE ROAD SO THAT THEY ARE VISIBLE FROM STREET SIDE AND WITHIN
EQ EQ FOOTING.
THE DIRECTION OF TRAVEL.
SEE COM DETAIL M-1101.4 (OLD
MONOGRAM
D. THE SIGN SHALL READ AS FOLLOWS: OWNER PADLOCK, ON STREET M-62.04.01) FOR SAFETY POSTS SECTION AT SLIDING GATE AND TRACK EAST CERTIFICATION ESTIMATES
FIRE LANE SIDE 8
CITY OF SURPRISE SCALE 3/4" = 1'-0" AND
MUNICIPAL CODE
SEE COM DETAIL M-1101.4 (OLD EXTENDED BILLINGS
SEC 54-89 (a) (14)
M-62.04.01) FOR SCREEN WALL) 4250
WELDED STEEL STRAPS TO FACE OF BAR OPENING IN 1" HIGH MOUNDED MORTAR OF
2. SIGNS SHALL BE PROVIDED BY AND MAINTAINED BY THE PROPERTY OWNER/OCCUPANT, INCLUDING CAP
SIGNS ON PRIVATE PROPERTY. POST TO STABILIZE THE MOVEMENT OF THE LOCKING NOTE: TRASH BINS LOCATED WITHIN FULLY WALLED YARD AND NOT VISIBLE FROM NOTICE
BAR (TYP. IN 4 PLACES) PUBLIC ROADWAY; ENCLOSURE GATE NOT REQUIRED PER COM DETAIL NO M-1101.1 WEST SIDE EAST SIDE
3. AFTER REQUIRED SIGNS ARE INSTALLED, TRAFFIC ENGINEERING WILL INSPECT AND APPROVE ALL SIGNS NOTE 10. (YARD)
8" X 8" X 16" SINGLE SCORED
FIRE LANE SIGN DUAL LOCK HASP DETAIL FOR MANUAL GATES TRASH ENCLOSURE (C.O.M DETAIL M-1101.1) BLOCK, PAINTED SHERWIN
9 10 11 WILLIAMS - SW 6126 - NAVAJO
SCALE 1 1/2" = 1'-0" SCALE 1 1/2" = 1'-0" SCALE 3/16" = 1'-0" WHITE
AS-120 2
8'-0"
1/2" EXPANSION JOINT MATERIAL
FILL WITH GROUT AND CROWN TOP
GROUT SOLID BELOW
GRADE
CONCRETE HARDSCAPE WHERE
1" NEW 12"X18" OCCURS - REFER TO CIVIL
6" REFLECTIVE ENGINEERS TAPE ACCESIBLE SIGN,
6" (3M HIGH DENSITY YELLOW SEE NOTE 1 FINISH GRADE DWGS.
PRESSURE SENSITIVE TAPE OR
APPROVED EQUIVALENT)
REINFORCING PER
NEW HANDICAPPED PARKING SIGN TO
STRUCTURAL
Aerospace.rvt BE PER THE 2003 ICC/ANSI A117.1
SECTION & FIGURE 307.3 POST
6" DIA OR 6" DIA. X 8.5'
MOUNTED OBJECTS SHALL OVERHANG
STEEL POST, SCHEDULE 40,
A MAXIMUM OF 4' ON EACH SIDE OF
GLAVANIZED FIRST ISSUED: 07/13/26
Monogram THE POST. 2 POSTS MAY BE
REQUIRED TO ACCOMPLISH THIS FOOTING PER STRUCTURAL
PRIME & PAINT HIGHWAY REVISIONS
YELLOW UNLESS NOTED SECTION AT SCREEN WALL
No. DATE DESCRIPTION
Aerospace/26105.00 6'-0" OTHERWISE NEW 12" x 16" VAN ACCESIBLE 12
PLAQUE (WHERE APPLICABLE), SCALE 3/4" = 1'-0"
SEE NOTE 1
EXISTING CONCRETE
OR ASPHALT WEST SIDE EAST SIDE
EXISTING SIGN POST (YARD)
Monogram 8" X 8" X 16" CMU BLOCK,
PAINTED SHERWIN WILLIAMS -
TACK COAT PAVING TO EXISTING FINISHED GRADE
SW 6126 - NAVAJO WHITE
CONCRETE CONTINUOUS
Docs://26105.00 #4 BARS @ 8" ON CENTER
(GROUT CELLS SOLID FULL
EXISTING GRADE 6'-0" HEIGHT
1/2" EXPANSION JOINT MATERIAL
Autodesk 1"
6" THICK CONCRETE PAD - PROJECT NO: 26105.00
REFER TO CIVIL DWGS.
PM
2'-6" DRAWN BY: OG
4:16:59 FINISH GRADE CHECKED BY: RP
COPYRIGHT 2026: DEUTSCH
9/24/2026 CONCRETE ARCHITECTURE GROUP
6"
NOTES:
NOTE: 2' MIN.
4" 6" 4" 1. REFER TO CITY OF MESA 18" MIN. 2-#4 BARS CONTINOUS SITE DETAILS
GROUP 1. SEE COM DETAIL M-25 FOR ACCESSIBLE SIGN DETAILS
MIN. MIN. DETAIL M-1101.5 FOR
POSY T DIA. REFERENCE NOTES
2. AN ACCESSIBLE SIGN IS REQUIRED FOR EACH
ACCESSIBLE PARKING SPACE
ARCHITECTURE 3"
3. EXISTING ACCESSIBLE SIGN POST AND FOUNDATION REINFORCING PER
2'-0"
TO REMAIN. PROVIDE NEW ACCESSIBLE PARKING SIGN STRUCTURAL
WITH VAN ACCESSIBLE SIGN ON EXISTING POST
6-FOOT MASONRY SCREEN WALL - C.O.M DETAIL
DEUTSCH
SAFETY POST (CITY OF MESA DETAIL M-1101.4) ACCESIBLE SIGN HEIGHT AND INSTALLATION M-62.04.1
13 14 15 AS-120
2022 SCALE 3/4" = 1'-0" SCALE 3/4" = 1'-0" SCALE 3/4" = 1'-0"
c