Extracted text (via ocr_local)
9429 characters
C:\Users\JacobCramer\tarr-group.com\Production - Documents\25\25028 - CHAZ Mesa\CAD\Sheets\25028 - C2.1 SITE PLAN.dwg
PAINTED ACCESSIBLE SYMBOL
FOR PAVEMENT (DETAIL 11/C5.1)
MONUMENT SIGN (DETAILS PER SIGN PACKAGE)
PROVIDE APPROVED SIGN PACKAGE TO ENGINEER
FOR REVIEW PRIOR TO CONSTRUCTION.
E MAIN STREET
ax CONCRETE DRIVE
5.1] PER CITY DETAIL M42
E. MAIN ST.
TAPER CURB TO FLUSH OVER 3' TYPICAL OF ALL
CURB ENDINGS.
FIBER
HEAVY DUTY PAVEMENT,
(TYP DRIVE AISLES)
em DEDICATERROW__
10 \ ADA CONCRETE,
CONTRACTOR TO USE
Y “SIDEWALK CLOSED" SIGNS
PER CITY DETAIL 24.03
+— SLOPE SHALL NOT
EXCEED2%INANY | fPe———————————————————— — yx
DIRECTION WITHIN —_—
accessipE = | P--—-—-~____ _ E Se =
PARKINGAND | Rf
ACCESSIBLE
PARKING AISLE —_
SIGHT TRIANGLE DESIGN
SPEED (45+5) 551° 4
INTEGRATED WALK.
9.3" AND CURB PER
DETAIL M19.01
Co)
ACCESSIBLE PARKING
* SIGN (DETAIL 11/C5.1)
rt
LINDSAY ROAD
ER
PROPOSED CMU SEGMENTED BLOCK
WALL TO MATCH EXISTING STYLE.
ONG-SITE., 400+ LF TO BE INSTALLED
PER OWNER SPECS/REQUIREMENTS.
PARKING LOT
SEE DETAIL 6 ON SHEET C5.1.
CONTRACTOR TO
COORDINATE ADJUSTING
COX VAULT PER CITY OF
MESA AND UTILITY
STANDARDS TO GRADE AND.
|AVY DUTY TRAFFIC
FOR
ERTICA
PAINTED CROSS HATCH —[~
STRIPING FOR FIRE LANE
PER LOCAL REQUIREMENTS
(concrete
5.17 POST CURB
CONCRETE (7
POST CURB \cs.1/
PAINTED CROSS HATCH
ADJACENT TO PARKING
3x SURFACE MOUNTED, OFFICE SINGLE-STORY
INVERTED "U" BIKE RACK _SPRINKLERED,
FINISH: BLACK POWDERCOAT 2085 SF GROSS
GHT DUTY PAVEMENT
\os.1)irve PARKING SPACES)
ACCESSIBLE PARKING LAYOUT
SEE DETAIL THIS SHEET.
EXISTING 3+ INCHES OF GRAVEL TO REMAIN.
CONTRACTOR TO ADD GRAVEL WHERE NEEDED TO
MITIGATE DUST ON-SITE. GRAVEL TO BE USED IN FILL
AREAS UP TO PROPOSED GRADE. SEE SHEET C4.1.
(TYP DRIVE AISLES)
‘SIDEWALK
(4 concrete
APE SUPPER
C5.17 SIDEWALK
3+ INCHES OF
EXISTING
GRAVEL
a
<
fe}
v4
<
D
15! STREET BUILDING SETBACK
CONCRETE DRIVE
PER CITY DETAIL,
25' SWING GATE PER OWNER
REQUIREMENTS. COORDINATE WITH
OWNER AND ENGINEER.
M19.01
SPEED (45+5) 551" | |
|
| |
!
1
SEE NOTES ON SHEET C0.2
LEGEND
CONTRACTOR TO USE "SIDEWALK
SIGNS PER DETAIL 24.03. FOLLOW
SHEET C24
INTEGRATED WALK
‘AND CURB PER CITY
DETAIL M19.01
pumpster ran (1)
‘AND ENCLOSURE \ 65.1]
SEE CITY DETAIL
M-62.02.1 AND
ASSOCIATED
NOTES AND.
SPECS.
PROPERTY LINE
ROADWAY CENTERLINE
EASEMENT / SETBACK LINE
CONCRETE SIDEWALK
DUMPSTER PAD / HEAVY DUTY
CONCRETE
HEAVY DUTY ASPHALT PAVING
EXISTING ASPHALT PAVING
EXISTING CONCRETE SIDEWALK
PROPOSED MODEL DISPLAY
LOCATIONS. DIMENSIONS VARY
SIGN
CLOSED"
PEDESTRIAN TRAFFIC PLAN PROVIDED ON
° 30"
GRAPHIC SCALE
8650 E. STATE ROAD 32
ZIONSVILLE, IN 46077
PHONE: 317-572-8277
EMAIL: DYLAN@TARR-GROUP.COM
2849 E. MAIN STREET
MESA, MARICOPA COUNTY, AZ
MESA CITY STORE FRONT
CLAYTON HOMES
ORIGINAL ISSUE DATE: 02/04/26
REVISIONS:
SITE LAYOUT PLAN
C2.1
IF THIS SHEET DOES NOT MEASURE 22°x34", IT HAS BEEN ENLARGED OR REDUCED. PLEASE ADJUST SCALE ACCORDINGLY.
C:\Users\JacobCramer\tarr-group.com\Production - Documents\25\25028 - CHAZ Mesa\CAD\Sheets\25028 - C2.2 DIMENSION PLAN.dwg
177.43"
SEE NOTES ON SHEET C0.2
E MAIN STREET 50° CLEARANCE RECTANGLE.
E. MAIN ST.
I 55.2"
2 FIBER VAULT
_ - 8
48 aT" aoe
9.3" VA i] ORR Fe}
. 71 2388
FOUND IR S825
—) SES ube
‘ | Bute
Yd Z4o5e8
a / 4 WA LAYOUTS FOR DISPLAY 5Sae
‘ . aS HOMES DIMENSIONS WILL uigZzz
‘ = ay VARY. LARGER LAYOUTS 3h Qs
| O°? ‘SHOWN FOR PLANNING 8 Naa
6 a r | P52) PURPOSES. (TYPICAL) Z
a, . LE Q g
_ \ ps | a
7 t } . b
| iO 3 \e 3
ls
;~--~-ACCESSIBLE PARKING LAYOUT , f°] B
\ pie T | 2 les
— Of! 6 (lz
a 3 (ig -
bes a \p,0
f. 3 Pe
a & a El 2 ned
3 og! )FFICE SINGLE-STORY R lee]
fe} s 2] ‘SPRINKLERED cS <
ig iS |. 2083 SF GROSS re
> ; a lp rre.=teto0 _
< 2 oO
2} \ iP]
a 25° |, =
Zz 177.52" ee 9
: r
5) <
2
— — ox oa
E b ON
Zante
7 CONTRACTOR TO ADD GRAVEL WHERE NEEDED TO Ww Ww Ww Zz
SPUDE, MITIGATE DUST ON-SITE. GRAVEL TO BE USED IN FILL Sx 2
gerne AREAS UP TO PROPOSED GRADE. SEE SHEET C4.1 Ww ro) = 8
AT RRA" E wn
4] OSTe TOP & o x=
Poo Kook | @ ° [e) z<
| Rah 18 SIDE BUILD! ACK a Zz 5
zy se ones oF F 2928
ve ESug
&, oto
9 < OR
+] [ % wo Ne
> ip)
< Ww Ww
GB
a ls = S
L SL. sg
25 REAR BUILDING St eTBACK SSS Sn
rOORERBBT SSL
aoodo * opoosooewod J
o 30"
GRAPHIC SCALE
ORIGINAL ISSUE DATE: 02/04/26
REVISIONS:
DIMENSION PLAN
1C2.2
IF THIS SHEET DOES NOT MEASURE 22x34", IT HAS BEEN ENLARGED OR REDUCED. PLEASE ADJUST SCALE ACCORDINGLY.
PRE-MANUFACTURED
}—— METAL GATE HANDLE
718° STEEL ROD
| —~ sue stor 1a
WI (3. TRASH ENCLOSURE SIDE ELEVATION
Po 1 1e'x 1/4 FLAT STOCK
J tock Tas,
(7 TRASH ENCLOSURE GATE LOCKING HANDLE
XY
SCALE: 1-1/2"
rt
(C7 »\TRASH ENCLOSURE GATE LOCKING HANDLE
cononere cap SCALE: 1+1/2"= 1-0"
6 DIAMETER
‘STD. GALV, STEEL
INCREASE DEPTH
WHERE FROST
IDEPTH EXCEEDS 3-07 |
eo"
PIPE FILLED
Ww) CONCRETE
REFER TO STRUC,
SLOPED FOR FROST DEPTH,
‘CONCRETE
BASE
ri
{
£ ? >
‘CONCRETE
FOOTING,
HK rererTo 8
STAUG. FOR
al REINFORCEMENT
bet
0 NIN ——|
2
nario SPUT FACE
CONG. BLOCK - SOLID
(GROUT CELLS
#4 @ 20 VERTICAL @ &
AND #4 @ 24 HORIZ, PER oN
STRUCT, CALCS
6-0" T.0, WALL
ae Lae Li
GROUT SOLID oN
BELOW GRADE, TYP,
FINISH
GRADE | a
H@rw 00.1, x
— 8
(ALT. BEND) =
iN +" 3000 PSI CONC. SLAB
2-#400n, ——]
mawocne, —~| 26"
9 \TRASH ENCLOSURE SECTION
SCALE: 1/2" = 1-0"
5 8x16" SPLIT FACE CONC. BLOCK,
tr] Sai er wr rosin
PER STAUCTURAL
|——|
© (6) GALVANIZED STEEL HINGE COLLARS.
\W) GREASE FITTINGS,
WELD To GATE ANGLE FRAMING,
$4 PAINT PT
ve (2) 6°DIA GALVANIZED PIPE GATE PosT,
FILL SOLID WITH CONCRETE,
PAINT PT
EMBED 2:0" INTO CONG. FTG.
W/5)8" DIA. x6" ANCHOR,
3°x2°x 1/4" STD, STEEL ANGLE,
WELD ALLJOINTS & GRIND SMOOTH
73.3°x2'x 1/8" STD STEEL,
WELD ALL JOINTS & GRIND SMOOTH
AEP SPAN METAL SIDING,
TOMATCH BUILDING
10 \ TRASH ENCLOSURE GATE JAMB DETAIL
XY
SCALE: 1-1/2!
OS
SCALE: 1/2"=
To
Hss GATE Post
PAINT PER PLAN
(CA IRASH ENCLOSURE REAR ELEVATION
7
SCALE: 1/2" = 1-0"
18 GAMETAL
DECK: PER PLAN
789'x2'x 1/4! STD STEEL
WELD ALL JOINTS & GRIND SMOOTH
3°x2°x 1/4 STO, STEEL ANGLE
WELD ALL JOINTS & GRIND SMOOTH
(9) GALVANZED STEEL HINGE COLLARS
\W/ GREASE FITTINGS WELD To GATE
ANGLE FRAMING PAINT PER PLAN
ROUND CONCRETE TOP,
ff ner
[\__ &: pa catvanrzen pipe Gare post,
FILL SOLID WITH CONCRETE, PAINT PER PLAN
3°X 1/4" STEEL PLATE
WELDED TO METAL DECK
(9) STEEL HINGE COLLARS
W/ GREASE FITTING: WELD TO GATE
ANGLE FRAMING; PAINT PER PLAN
TS INTERMEDIATE 3x 2'x 1/4
[-—— stp. STEEL FRAME: WELD ALL
JOINTS GRIND SMOOTH
(@ STEEL HINGE
RETAIN SLEEVE WELDED TO
STEEL GATE POST
12" EXPANSION JOINT
CONCRETE DUMPSTER PAD.
(OVER GAVEL SLOPE TO DRAIN:
REFER TO STRUCTURAL SHEETS
(5 TRASH ENCLOSURE GATE JAMB DETAIL
SCALE: 1/2"
0"
(9) GALVANIZED STEEL HINGE
‘COLLARS W!/ GREASE FITTINGS,
WELD TO GATE ANGLE FRAMING,
PAINT PT-T
(@6' DIA GALVANIZED PIPE GATE
POST FILL SOLID W/ CONCRETE
PAINT PT
EMBED 3:0" INTO CONG, FTG.
|W 58" DIA. X 6" ANCHOR
3x 2'x 1) STD. STEEL ANGLE,
WELD ALL JOINTS 8 GRIND SMOOTH
T33'x2"x 1/8’ STO STEEL
WELD ALLJOINTS & GAIND SMOOTH
AEP SPAN METAL SIDING,
fontaTon GURSING
(6 TRASH ENCLOSURE GATE JAMB DETAIL
YT SCALE: 1-1/2"
TRASH ENCLOSURE MATERIALS
TRASH ENCLOSURE GENERAL NOTES:
4. REFER TO STRUCTURAL FOR MASONRY, CONCRETE, STRUCTURAL STEEL AND REINFORCING STEEL FOR SPECIFICATIONS.
2. PROVIDE LOCKING MECHANISM ON MAIN DOORS AND PEDESTRIAN DOOR
3. PROVIDE SITE LIGHTING AT TRASH ENCLOSURE. MIN, § FOOT CANDLE.
4, GATE TO BE BUILT WITH 1-1/2" SQUARE STEEL TUBING WITH ALL JOINTS FULLY WELDED TOGETHER AND 1 CROSS MEMBER PER GATE. FRAME TO BE
PRIMED AND PAINTED BLACK IN COLOR.
6. ALL CONCRETE TO BE MIN. 3000 PSI IN 28 DAYS.
i> |wateria. | MANUFACTURER ‘COLOR NoTes
PEDESTRIAN ACCESS DOOR,
\W) CORRUGATED METAL,
PAINTED PER PLAN
6-0" T.0. WALL.
6. REFER TO STRUCTURAL DRAWINGS FOR SPECIFICATIONS (GENERAL NOTES) AND TYPICAL DETAILS FOR MASONRY, CONCRETE, STRUCTURAL STEEL.
AND REINFORCING STEEL.
6 DIA. HSS GATE POST
FILL SOLID w/ CONCRETE,
EMBED 3-0’ INTO CONC. FTG.
W598" @ x6" ANCHOR,
PAINT PER PLAN
conc.cura
PROVIDE SIMILAR LOCKING
MECHANISM TO MAIN GATE
9:1"x5.8" PEDESTRIAN ACCESS
GATE. W/ 4! HSS POSTS, FILLED W/
‘CONC, EMBED 36" INTO GONG, FTG,
[[-— sere
'SETINTO CONC, SLAB,
12 DEEP
ou Sra Tas Uno
(2 TRASH ENCLOSURE FRONT ELEVATION
SCALE: 1/2"
26-0"
1" / aor 20 ft
il i
Z
welo 4 AEDES [a OES | fF FN | | S| a | I ka LP a | SL
{| (10) iz
[| $3 t yt 3 t cone.siag. ~~” #3 ft ——’ —3 t — ie
{| A] W/ REINFORCEMENT, ‘a
= PER STRUCTURAL =
{| l ] ! ee
{| + DUMPSTERBY t
ff GARBAGE SERVICE. |
g = PROVIDER g |
8g 4 9 a
9. 1 Bi =
r=} e ¢ .
4} 6'H x 6'W CONC. CURB 8 1/2| 6H x 6W CONC. CURB —+ 1}
AT SIDES OF AT SIDES OF a
4 —% = TRASH ENCLOSURE, TYP. TRASH ENCLOSURE, TYP. i
r
iy PROVIDE METAL SLEEVES PROVIDE METAL SLEEVES I\ aa" 5-8" STEEL GATES,
IN CONC, APRON FOR IN CONC, APRON FOR / \ W/6" DIA. HSS GATE POST,
GATE CANE ANCHORS, TYP. GATE CANE ANCHORS, TYP. y\ FILLED W/CONC.:
/ \ EMBED 36" INTO.
/ \ CONC. FTG.
& / \
8 / \
z /
g a. 7 SS
2 STEEL 12%
wie of x
Gar NS
FLED W) —
BED _ a ~__th
_— PROVIDE METAL SLEEVES PROVIDE METAL SLEEVES
IN CONC) APRON FOR IN CONC. APRON FOR
[GATE HA IE ANCHORS, TYP. GATE CANE ANCHORS, TYP.
a a CONC. APRON SLAB a
S a \W, REINFORCEMENT,
a Ne PER STRUCTURAL
(A TRASH ENCLOSURE PLAN
YT SCALE: 1/2" = 1'-0"
n
home building aoe
Cl
DATE: 08/08/21
Rev:ate: [DESCRIPTION
SHEET NAME:
TRASH ENCLOSURE
PLAN/ ELEVATIONS.
COLOR
‘SHEET NUMBER:
AQ.1