Civil Plan

KBELL
OWNER: ZEE PROPERTIES, LLC DEVELOPER/ CONTRACTOR: A.T. MERIDIAN CONSTRUCTION ARCHITECT: ERWIN ARCHITECTURE & DEVELOPMENT, LLC CIVIL ENGINEER: KBELL ENGINEERING LLC
2733 N. POWER ROAD 5454 E. REDMONT CIRCLE PH: 602.677.8372 1355 N86TH PLACE
SUITE 102-605 MESA, AZ 85215 CONTACT: WILLIAM ERWIN, AIA MESA, ARIZONA 85207
MESA, AZ 85215 PH: 480.830.8122 EMAIL: WILL@ERWINARCHITECTURE.COM PH: 602.980.8246
CONTACT: DALLIN HAWS CONTACT: KELLY BELL, P.E.
EMAIL: DALLIN@ATMERIDIAN.COM EMAIL: KBELL@KBELLENG.COM E. INDIAN SCHOOL ROAD ENGINEERING
1355 N 86TH PLACE MESA, ARIZONA 8520
ROAD ROAD
PH: 602.980.8246 Copyright © 2026
o f e s s i o n a l E n g
W HIGLEY SITE RECKER d P r I F I C A T E i n e e
e r e E R T N O r (
s t C 57116 . C i
E. g i v i
N. R e KELLY J. ) l
N. THOMAS D a BELL 2026 . .
SR t e S 28. . . . .
A R i g n e d 05. . . . A .
202 RD I Z O N A U . S .
PRELIMINARY NOT FOR
VICINITY MAP
CONSTRUCTION
W NTS
CLIENT:
END RETAINING WALL STEP IN RETAINING STEP IN RETAINING STEP IN RETAINING WALL A.T. MERIDIAN
W/ SCREENWALL WALL W/ SCREENWALL WALL W/ SCREENWALL WITH SCREENWALL CONSTRUCTION
/BEGIN SCREENWALL N ELEV: 91.0 N ELEV: 91.0 N ELEV: 90.0 5454 E. REDMONT CIRCLE
WITH NO RETAINAGE S ELEV: 93.0 S ELEV: 93.5 S ELEV: 94.0 PROJECT DATA MESA, AZ 85215
E N ELEV: 92.0 TOP RW: 93.0 TOP RW: 93.5 TOP RW: 94.0 PH: 480.830.8122
BASIN 1 S ELEV: 92.2 TOP RWF: 89.0 TOP RWF: 89.0 TOP RWF: 88.0 PROJECT NAME: WAFFLE FLOWER CRAFTS LLC
VR: 4,620 CF E TOP RW: 92.2 PROJECT DESCRIPTION: NEW WAREHOUSE/ INDUSTRIAL BUILDING EXISTING
EG=84.36 EG=84.13 EG=85.77 EG=87.87 VP: 5,868 EG=89.42 CF TOP RWF: 90.0 EG=87.09 RETAINING WALL W/ USE: UNDEVELOPED
E EG=90.71 EG=90.17 EG=88.95
4:1 SIDESLOPES EP=91.69 EG=91.80 O O EG=91.99 EP=91.56 SCREENWALL W PROPOSED USE: INDUSTRIAL WAREHOUSE/OFFICE
00'00" R=1 5 2 2 .39' L = 29 2 .28' 1385 BOTTOM ELEV: 82.0 E EP=91.27 O O N ELEV: 89.31 PROPERTY: APN 141-38-044 & 141-38-046
E EG=85.78 EG=86.89 HIGH WATER ELEV: 1390 85.0 EP=92.12 EP=90.65 1390 EP=89.87 EP=88.88 W EP=87.24 S ELEV: 93.0 S/T/R: SECTION 26 TOWNSHIP 2 NORTH RANGE 6 EAST ISSUES AND REVISIONS:
EG=88.47 EP=91.74 EP=91.23 EP=88.38 TOP RW: 93.0 NO. DATE ISSUES
N11°16'45"E EG=89.92 EG=90.83 EP=92.30 CURRENT ZONING: RS-90
9.59' E EP=91.54 FG 92.00 TOP RWF: 87.5
EG=84.80 EG=84.65 EG=85.59 FG 91.00 EP=91.81 FG 92.50 FG 92.00 EP=92.18 FG 92.00 EP=91.40 EP=91.24 EP=90.50 EP=89.95 EP=89.31 SUBDIVISION : UNSUBDIVIDED
N89°31'10"W 89.38'(R3) FG 90.00 N89°31'10"W 618.41'(R3) EP=92.02 EP=92.23 FG 93.00 FG 94.00 4+16 LOT SIZE: 104,125 SF OR 2.39 ACRES
EG=86.55 87 88 EG=89.20 90 EP=92.20 EG=90.63 EP=89.61
NE BEARING ASSUMED E 85 HIGHWATER 86 FL 88.28 GR 90.80 GR 91.00 FG 93.10 EG=90.10 P 90.00
O 1836-42, ADOT SURVEY/MJT MCR Δ=03°37'09" L= 9 4 . 59'(R3 ) N00°27'03"E 35.81'(R3) 83 84 EG=88.00 EG=90.41 EG=91.34 EG=92.04 1390 EG=90.40 1390 BENCHMARK
R=1497.39' O O 82 89 EG=92.05 EG=92.03 EP=91.88 TC 92.81 EG=91.25 P 92.50 P 92.10 P 91.20 4+00 CITY OF MESA BRASS TAG ON TOP OF NORTHEAST RETURN OF THE
EG=84.54 EG=85.12 85 82 FLR EG=89.32 R55.0' P 89.50 EG=91.08 P 90.00 P 90.50 P 90.90 P 91.50 P 92.31 INTERSECTION OF HIGLEY ROAD AND THOMAS ROAD ELEVATION 1380.34
EG=84.97 HIGHWATER EG=85.88 84 83 P 88.20 EG=90.68 EG=91.54 EP=92.10 EG=91.16 EG=92.16 EG=92.07 (NAVD88)
BW=82.70 C 82.71 1385 E 87 P 89.90 P 91.00 EG=92.05 P 92.85 EG=91.56 FG 94.70 BC 92.10
BW=83.69 COX FG 85.40 EG=87.53 P 88.00 P 90.20 P 91.00 FG 94.00 W
C 82.61 C 83.70 EG=85.59 P 88.80 P 89.95 EG=90.93 EG=92.03 EG=92.59 EP=92.22 FG 93.00 EP=94.29 BASIS OF BEARING
EX LOW TC 83.45 P 90.30 EG=91.60 P 91.00 C 95.00 EG=93.55
FG 85.00 TV EG=88.63 EG=90.30 EP=91.98 EG=91.89 FG EG=94.50 96.00 THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 2
C BW=84.90 84.69 TV COX EG=87.28 P 88.00 P 88.60 P 89.50 PUFE P 90.50 C 95.00 BC EP=95.02 93.85
W R35.0' EG=89.86 C 91.00 PROPOSED BUILDING NORTH, RANGE 6 EAST, WAS ASSUMED TO BE NORTH 00°28'22" EAST, PER
EG=93.22 FFE 95.0 1395 EP=95.85
C 84.60 P BW=85.90 86.35 89 FG 90.50 PROP EP=90.54 EG=91.24 PAD 94.33 EP=92.72 C 94.85 30.0' ROW (VARIES) UNRECORDED ADOT RIGHT OF WAY EXHIBIT DATED 8/16/2024.
EG=88.29 EG=93.17 FG 95.00
W P C 86.45 30.0' COX 8.0' P 90.90 15.5' FACE OF CURB
SD GR 90.80 EP=93.14 EG=94.96 F
SD W E E BW=86.96 C 86.75 90 91 FG 92.50 P 95.00 EG=91.46 EG=93.62 C 94.80 FG(M) 96.00
EG=89.12 FG 92.00 1390 8.0' PROP PUFE
SD BC(M) 85.88 COX P 91.00 EP=95.17 BC 96.60
91 EG=90.01 P 95.10 EP=90.91 DCO C 95.00 EG=93.59 C 95.00 C 94.70 EG=96.41 363.73(R3) EP=97.14 3+00 EP=97.46
SD W BC(M) 86.67 BW=87.98 C 87.99 TC 95.60 CO EG=91.96 EP=95.49 W FG 94.50 17.5' BACK OF CURB
EP=91.37 P 94.40 F 363.72'(C)
SD C ROW 87.89 FG(M) 89.59 P 94.40 C 94.95 EP=96.78 100 YR 2 HOUR RETENTION CALCULATIONS
E EX BW=89.03 Δ=30°57'17" COX 92 93 P 94.75 P 94.20 S EG=94.01 P 94.25 EG=95.55 GR 94.00 P(M) 97.87
E E 1385 Δ=27°02'01" 91 EG=90.56 P 94.45 TC 94.75 P 94.25 EP=97.18 N00°28'40"E W
E W 67.3' C 88.95 R=1497.39' FG 94.00 EG=92.69 P 94.20 P 94.20 TC 94.75 W 24.0' MIN PAVEMENT SECTION DEVELOPED CONDITION RUNOFF COEFFICIENTS ("C")
SIDEWALK L P 94.30 GR 94.00 S F PAVING, ROOFS, CONCRETE = 0.95
E BW=90.01 =808.98' COX R=1497.39 F F F F P 94.15 F EG=95.48 F F P 94.50 EG=98.15
' EG=90.88 P 94.10 30.0' EP=98.44 EP=98.99 TURF > 5% SLOPE = 0.40
E 6' P C 89.96 L=706.51'(R3) P 93.78 CO P EG=94.56 93.76 EG=97.31 EG=97.77 R35.0' VR= Cw*D/12*A
P 94.20 W P(M) 98.48
FG 94.50 P 94.40 C 94.10 F EG=98.91 WHERE:
BW=91.04 C 91.05 COX 93 EG=91.94 DCO 1395 GR 93.40 EG=95.44 EG=96.37 EG=97.53 MAIL BC 98.70 R55.0' VR = VOLUME REQUIRED (CF)
E W C 90.96 P 94.30 EG=98.16 VP = VOLUME PROVIDED (CF)
C EG=94.74 94.25 EG=98.66 EG=99.26
E. Cw= WEIGHTED RUNOFF COEFFICIENT = SEE BELOW
TS BW=92.15 EG=99.70 W EP=99.27 EP=99.25 BASIN 2
E C 92.15 C EG=93.33 94.20 C 94.10 F 2+00 VR: 9,129 CF D = RAINFALL DEPTH (IN) FOR 100 YR 2 HOUR RAINFALL DEPTH= 2.2"
Δ=47°25 ' 29 " THOMAS C 92.06 COX EG=94.25 EG=00.40 EG=99.54 ST VP: 10,068 CF A = CONTRIBUTING DRAINAGE AREA NOT INCLUDING 1/2 STREET ROW= 109,276 SF*
R =1372.00 FG 94.50 EG=99.32
' L C 94.35 4:1 SIDESLOPES
=1135.6 E 94 EG=99.94 92 W
ABBREVIATIONS LEGEND 3' W ROAD BW=93.17 FLR W 54TH BOTTOM ELEV: 92.0 * 1/2 STREET ROW FOR THOMAS ROAD IS NOT INCLUDED. THOMAS ROAD HAS A
FG EG=94.28 94.50 EG=99.50 FG 94.50 93 HWL F HIGH WATER ELEV: 94.0 ONE WAY CROWN DRAINING SOUTH IN EXISTING CONDITIONS, SITE IS UNABLE TO
C CONCRETE C 93.25 EG=99.86 94 EG=00.17
PROP SURFACE FLOW DIRECTION E COX EG=00.24 FG 99.75 REALISTICALLY CAPTURE OR RECEIVE ADJACENT HALF STREET FLOWS
FFE FINISHED FLOOR ELEVATION 1390 FG EG=99.65 94.50 95 96 97 EP=99.45 N.
EX SURFACE FLOW DIRECTION BW=94.27 EP=99.38
FG FINISH GRADE EG=94.61 FG 94.50 *1/2 STREET FLOWS FOR 54TH ST ARE INCLUDED
CATCH BASIN 1400
W P EG=99.88 PLAN
G GUTTER DRY WELL E EG=00.83 W F WEIGHTED "C" CALCULATION DRAINAGE AREA 1
GR GRATE SD STORM DRAIN MANHOLE COX FG 95 95.00 EG=01.07 PARKING, CONCRETE, BUILDING = 15,350 SF @ 0.95 = 14,583 SF
BW=95.27
(N) NORTH STORM DRAIN PIPE T EP=98.40 LANDSCAPE AREAS = 26,646 SF @ 0.40 = 10,658 SF
E C 95.21 EG=00.85 1+00
(S) SOUTH W 96 EP=98.41 41,996 SF 25,241 SF
BOUNDARY LINE F FG 96.50
CW = 25,241/48,867 = 0.60
(E) EAST CENTER LINE W BW=96.04 FG 97.50 EP=97.36 DRAINAGE
W C 96.19 COX
Tc TIME OF CONCENTRATION EXISTING CONTOURS E C W 96.16 BW=96.25 C 96.81 VOLUME REQUIRED DRAINAGE AREA 1
TD TRENCH DRAIN F C 96.26 G 96.74 TOTAL VR =0.60*2.2/12*41,996= 4,620 CF
PROPOSED CONTOURS
P PAVEMENT W G 95.66 R=1497.39' Δ=00°18'07" VP = 5,868 CF
S SEWER MANHOLE W G 95.76 EP=97.55 L=7.89'
EG EXISTING GRADE E F 85215 &
(W) WEST CO SEWER CLEANOUT COX WEIGHTED "C" CALCULATION DRAINAGE AREA 2
AC ACRES PARKING, CONCRETE, BUILDING = 41,619 SF @ 0.95 = 39,538 SF
CONSTRUCTION
CFS CUBIC FEET PER SECOND -0+100+00 N42°14'01"E 20.00'(C) LANDSCAPE AREAS = 25,674 SF @ 0.40 = 10,270 SF
W N42°13'52"E(R2) Δ=05°11'10" 67,293 SF 49,808 SF CRAFTS ARIZONA
DA DRAINAGE AREA 1395 GRADING
E R=1517.39' CW = 49,808/67,293 = 0.74
EX EXISTING COX
W L=137
PROP PROPOSED . 35' VOLUME REQUIRED DRAINAGE AREA 2 MESA,
SD STORM DRAIN TOTAL VR =0.74*2.2/12*67,293= 9,129 CF
E VP = 10,062 CF FLOWER
ADDRESS:
STREET,
COX TOTAL RETENTION REQUIRED: 13,749 CF MERIDIAN
W
TOTAL RETENTION PROVIDED: 15,936 CF
E NAME& 54TH PRELIMINARY
PM NAME:
WAFFLE N.
2:40
26 SS CLIENT: A.T. PROJECT 3720 SHEET
27, E
10 30
May
W PROJECT NO.: 1125-01
on 0 20 40 80
W DESIGNED BY: KJB
kellybell SCALE: 1"=40'
DRAWN BY: JJB
by
THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN SHEET
modified CALL AT LEAST TWO FULL WORKING DAYS
BEFORE YOU BEGIN EXCAVATION AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE C-1
THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING
WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
PGD.dwg
DIAL 8-1-1 OR 1-800-STAKE-IT (782-5348) DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY
IN MARICOPA COUNTY: (602) 263-1100 LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. OF 2
112501

KBELL
OWNER: ZEE PROPERTIES, LLC DEVELOPER/ CONTRACTOR: A.T. MERIDIAN CONSTRUCTION ARCHITECT: ERWIN ARCHITECTURE & DEVELOPMENT, LLC CIVIL ENGINEER: KBELL ENGINEERING LLC
2733 N. POWER ROAD 5454 E. REDMONT CIRCLE PH: 602.677.8372 1355 N86TH PLACE
SUITE 102-605 MESA, AZ 85215 CONTACT: WILLIAM ERWIN, AIA MESA, ARIZONA 85207
MESA, AZ 85215 PH: 480.830.8122 EMAIL: WILL@ERWINARCHITECTURE.COM PH: 602.980.8246
CONTACT: DALLIN HAWS CONTACT: KELLY BELL, P.E.
EMAIL: DALLIN@ATMERIDIAN.COM EMAIL: KBELL@KBELLENG.COM E. INDIAN SCHOOL ROAD ENGINEERING
1355 N 86TH PLACE MESA, ARIZONA 8520
ROAD ROAD
PH: 602.980.8246 Copyright © 2026
o f e s s i o n a l E n g
W HIGLEY SITE RECKER d P r I F I C A T E i n e e
e r e E R T N O r (
s t C 57116 . C i
E. g i v i
N. R e KELLY J. ) l
N. THOMAS D a BELL 2026 . .
SR t e S 28. . . . .
A R i g n e d 05. . . . A .
202 RD I Z O N A U . S .
PRELIMINARY NOT FOR
VICINITY MAP
CONSTRUCTION
W NTS
CLIENT:
A.T. MERIDIAN
CONSTRUCTION
5454 E. REDMONT CIRCLE
PROJECT DATA MESA, AZ 85215
RH: E DUANE AND BARBARA WIRTH TRUST PROJECT NAME: WAFFLE FLOWER CRAFTS LLC PH: 480.830.8122
APN: 141-38-018D
2024-0085423 MCR E PROJECT DESCRIPTION: NEW WAREHOUSE/ INDUSTRIAL BUILDING EXISTING
USE: UNDEVELOPED
E
W PROPOSED USE: INDUSTRIAL WAREHOUSE/OFFICE
Δ=11°00'00" R=1522.39' L= 292 .28 ' E O O O O PROPERTY: APN 141-38-044 & 141-38-046
FOUND 3" ADOT AC
LS POC 22258 STA 953+76.40 E W S/T/R: SECTION 26 TOWNSHIP 2 NORTH RANGE 6 EAST ISSUES AND REVISIONS:
TPOB CURRENT ZONING: RS-90 NO. DATE ISSUES
N11°16'45"E 9.59' FOUND 1/2" REBAR E
LS 16097 SUBDIVISION : UNSUBDIVIDED
"POINT A"
N89°31'10"W 89.38'(R3) N89°31'10"W 618.41'(R3) 4+16 LOT SIZE: 104,125 SF OR 2.39 ACRES
86 87 88 90
NORTH LINE BEARING ASSUMED E 85 HIGHWATER SET PK W/TAG BENCHMARK
PRIOR PER TO 1836-42, ADOT SURVEY/MJT MCR Δ=03°37'09" L=94 . 59'(R 3 ) N00°27'03"E 35.81'(R3) 83 84 LS 25090
FOUND 3" R=1497.39' O O 82 89 4+00 CITY OF MESA BRASS TAG ON TOP OF NORTHEAST RETURN OF THE
LS ADOT 22258 AC 2002 POC FOUND 1/2" REBAR
LS 57279 85 HIGHWATER 82 FLR INTERSECTION OF HIGLEY ROAD AND THOMAS ROAD ELEVATION 1380.34
E 84 83 (NAVD88)
87
EX HYDRANT
COX W
BASIS OF BEARING
TV THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 2
5' TV COX PUFE
W S/W SUBJECT PARCEL NORTH, RANGE 6 EAST, WAS ASSUMED TO BE NORTH 00°28'22" EAST, PER
RH: ZEE PROPERTIES
89 PROP APN: 141-38-044 & 046 30.0' ROW (VARIES) UNRECORDED ADOT RIGHT OF WAY EXHIBIT DATED 8/16/2024.
21'± 104,125 S.F. / 2.390 ACRES
SD P COX NO BUILDINGS OBSERVED
W SD 8.0' F 15.5' FACE OF CURB
W E E 32'± 90 91 PROPOSED HYDRANT 8.0' PROP PUFE
SD
SD COX PROPOSED SEWER LINE
91 DCO 363.73(R3) 3+00
SD W CO W
F
ROW 363.72'(C)
SD Δ=30°57'17" COX 92 S MCR. 17.5' BACK OF CURB
E EX 93 575, W
E E R=1497.39' Δ=27°02'01" 91 EASEMENT PAGE N00°28'40"E
E W 67.3' W
SIDEWALK L 13659, S F 24.0' MIN PAVEMENT SECTION
E =808.98' COX R=1497.39 F WATERLINE F F F F F F
' DOCKET
6' P L=706.51' CO PROPOSED 6X8 TEE WITH 6" VALVE
E
( R3) 10' W
93 F
COX DCO MAIL
E W TBM#1
E. PROPOSED TS SEPTIC SYSTEM W
E 22'± F 2+00
Δ=47°25 ' 29" THOMAS COX ST
R=1372.00
' L= 1135.6 E 5' 94 92 30' W
ABBREVIATIONS LEGEND 3' W ROAD S/W FLR W 54TH
33'± 93 HWL F
C CONCRETE PROP SURFACE FLOW DIRECTION E COX 94
FFE FINISHED FLOOR ELEVATION 95 96 97 N.
EX SURFACE FLOW DIRECTION PROPOSED DOMESTIC BACKFLOW
FG FINISH GRADE CATCH BASIN ESTABLISHMENT MCR. PROPOSED IRRIGATION BACKFLOW
G GUTTER E W P W
DRY WELL OF 2001-0207167, PROPOSED IRRIGATION METER F
GR GRATE AREA COX
SD STORM DRAIN MANHOLE 95
(N) NORTH STORM DRAIN PIPE EX HYDRANT T
(S) SOUTH E W VARIES 1+00 PUBLIC ROADWAY
BOUNDARY LINE 68'± FC F 96 EASEMENT L-M-4012A PER EXHIBIT ADOT A
(E) EAST TO PROPOSED DOMESTIC METER LEGAL DATED 03-03-2025
CENTER LINE W COX
FC W
Tc TIME OF CONCENTRATION EXISTING CONTOURS E W PROPOSED FIRE SET PK W/TAG LINE BACKFLOW
F LS 25090
TD TRENCH DRAIN
PROPOSED CONTOURS
P PAVEMENT W R=1497.39' Δ=00°18'07"
S SEWER MANHOLE W L=7.89'
EG EXISTING GRADE E F 85215
(W) WEST APPROXIMATE BOUNDARY COX
CO SEWER CLEANOUT PROPOSED IRRIGATION LINE AS DEPICTED ON MARICOPA PLAN
AC ACRES COUNTY ASSESSOR PAGE
WITHOUT RECORDED DOCUMENT CONSTRUCTION
CFS CUBIC FEET PER SECOND PROPOSED DOMESTIC LINE -0+100+00 N42°14'01"E 20.00'(C)
W N42°13'52"E(R2) Δ=05°11'10" CRAFTS ARIZONA
DA DRAINAGE AREA
PROPOSED FIRE LINE E
EX EXISTING COX R=1517.39' UTILITY
W L=137
PROP PROPOSED . 35' MESA,
SD STORM DRAIN
E FLOWER
ADDRESS:
STREET,
FD 3" ADOT AC MERIDIAN
COX POC
W
E NAME& 54TH PRELIMINARY
PM N80°00'02"W NAME:
147.00' WAFFLE N.
3:04
26 SS CLIENT: A.T. PROJECT 3720 SHEET
E
27, 10 30
May N32°50'38"E W
111.74' PROJECT NO.: 1125-01
on 0 20 40 80
W DESIGNED BY: KJB
SCALE: 1"=40'
kellybell DRAWN BY: JJB
by
THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN SHEET
CALL AT LEAST TWO FULL WORKING DAYS
modified BEFORE YOU BEGIN EXCAVATION AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE
C-2
THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING
13.9 N42°18'31 WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
PUT.dwg
DIAL 8-1-1 OR 1-800-STAKE-IT (782-5348) DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY
IN MARICOPA COUNTY: (602) 263-1100 LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. OF 2
112501