Site Plan

1 I 2 I 3 4 SITE DATA 5
vines + SITE AREA: 65:318 SF. 1.49 AC, + MACU FACILITIES BUILDING
8 ey 38-0" peo y 38-0" peo y 380" 4-0 380" peop 6-8 + BUILDING AREA: 7.9625 F 1. EAST FOUNDATION BAS!
7 7 é + BUILDING LOT COVERAGE: 12.18% 2. NORTH FOUNDATION Bas
-# FROMBASE] BASE “A FROM BASE “A FROM BASE BASE: “FROM BASE BASE “FROM BASE BASE] FROM BASE 2 AAS osouioe os Fane nseue nice

MACU CREDIT UNION BRANCH
1. NORTH FOUNDATION BASE=5'- 5 3/8”

2. AVERAGE EAST FOUNDATION BASE = 20'7 1/8"
3. MAX BUILDING HEIGHT: 28°- 5
APPLICABLE CODES

2018 IBC: INTERNATION BUILDING CODE

2018 IFC: INTERNATION FIRE CODE

2018 IPC: INTERNATIONAL PLUMBING CODE
2018 IMC: INTERNATION MECHANICAL CODE
2018 IFGC: INTERNATION FUEL GAS CODE

FENCE ELEVATION 2017 NEC: NATIONAL ELECTRICAL CODE
2018 IEC: INTERNATIONAL ENERGY CONSERVATION CODE
"= 1" + DOT ANSE ICC/ANSIA)]7.1
1/8"= 10 _ " v |
= ar
- 8°TAtt CMU FENCE
GENERAL SITE NOTES 201g Hg
SITE WALL MATERIAL SCHEDULE : = Sead M 0266.0 S\_
+ COMPLY WITH ALL PROVISIONS AND REQUIREMENTS OF MESA BUILDING CODE [MBC] CHAPTER 33- SAFEGUARDS is
mark | MANUF, PRODUCT [_couorenisi | COMMENTS DURING CONSTRUCTION, MESA FIRE CODE (MFC) CHAPTER 33-- FIRE SAFETY DURING CONSTRUCTION AND | a
DEMOLITION, AND NFPA 241 FORITEMS NOT SPECIFICALLY ADDRESSED BY MFC CHAPTER 33, or
[CONCRETE MASONRY UNIT + FIRE APPARATUS ACCESS ROADS ARE ESSENTIAL DURING CONSTRUCTION TO ALLOW EMERGENCY RESPONSE TO Bporry
i FLUSH VERTICAL JOINTS, RAKED HORIZONTAL THE SITEFOR BOTH FIRE AND MEDICAL EMERGENCIES, ACCESS ROADS SHALL BEIN PLACE PRIOR TO THE START OF Att
comet renwrra  |TRENOSTONES XX 16" JGROUND FACE omits: GROUND FACE FINSH TO BE ONALL VERTICAL CONSTRUCTION. IIS IMPORTANT TO DEVELOP ACCESS ROADS AT AN EARLY STAGE OF CONSTRUCTION nu
INTEGRAL COLORCMY [MESON WHTE  Jexeosesp enDs TO ALLOW FOR FIRE DEPARTMENT ACCESS IO THE SITEIN THE CASE OF FIRE OR INJURY. qi
TESIONEP PIP + REQUIRED FIRE APPARATUS ACCESS ROAD DURING CONSTRUCTION OR DEMOLITION SHALL COMPLY WITH MESA Pit!
JGROUND FACE FIRE AND MEDICAL DEPARTMENT STANDARD DETAIL FPD 3310.1. THE ACCESS ROAD SHALL BE A MINIMUM OF 20 it z =
hrevwrta INTEGRAL COLOR CMU N i
om? [Res fou car aiock MSSION wrig | ROUND FACE FINBH ON ALL EXPOSED SIDES FEET WIDE OF ALL-WEATHER DRIVING SURFACE, GRADED TO DRAIN STANDING WATER AND ENGINEERED TO BEAR Crit i 128-4 STACKING me |
- - THE IMPOSED LOADS OF FIRE APPARATUS [78,000 LBS. / 24,000 LBS. FRONT AXLE, 54,00 LBS. REAR AXLE) WHEN Pot ay —
cus fren  [MESATONEL@ Cee GRUTFACERERHE [PH VERTICAL Jows RACED HOREONTAL ROADS ARE WET Pitty Y
INIEGRALCOLORCMU [BEACH LOWS ‘+ THE ACCESS ROAD SHALL EXTEND TO WITHIN 200 FEET OF ANY COMBUSTIBLE MATERIALS AND/OR ANY LOCATION tt} .
TRENOSTONEIDX# XIE | pou race ‘ON THE JOBSITE WHERE ANY PERSON(S) SHALL BE WORKING FOR A MINIMUM OF FOUR [4) CONTINUOUS HOURS IN it th Sea ENS
c H a IL
cms firenwrid |iviecrarcororcmy [GROUND FACE ANY DAY. A CLEARLY VISIBLE SIGN MARKED "FIRE DEPARTMENT ACCESS", IN RED LETTERS, SHALL BE PROVIDED AT ) ote SCREEN WALL
JSOUD CAP BLOCK THE ENTRY TO THE ACCESS ROAD. pit ' 4 = = SEE ELEVATION A2/AS100
+ ALLOPEN TRENCHES SHALL HAVE STEEL PLATES CAPABLE OF MAINTAINING THEINTEGRITY OF THE ACCESS ROAD oft 1
DESIGN WHEN THESE TRENCHES CROSS AN ACCESS ROAD. port ii
+ THESE ACCESS ROADS MAY BE TEMPORARY OR PERMANENT. THIS POLICY APPLIES ONLY DURING CONSTRUCTION Poi tit
AND/OR DEMOLITION. PERMANENT ACCESS PER THE MFC SHALL BEIN PLACE PRIOR TO ANY FINAL INSPECTION OR yi! | I |
CERIFICATE OF OCCUPANCY. i Hl
+ WATER SUPPLY FOR FIRE PROTECTION. AN APPROVED WATER SUPPLY FOR CONSTRUCTION SITE SHALL MEET THE H 1 of soo Ly BAFINGARE
REQUIREMENTS OF MFC APPENDIX CHAPTERS 8 AND C. THE WINIMUM FIRE FLOW REQUIREMENT WHEN Wy CROSSTRAFAC SETBACK || HYGIRANE TO REMAIN
CONTRACTOR OR DEVELOPER BRINGS COMBUSTIBLE MATERIALS ON SITEIS 1,500 GPM AT 20 PSI AT LEAST ONE FIRE ain ¢ Ca een 1
HYDRANT SHALL BE WITHIN 500 FEET OF ANY COMBUSTIBLE MATERIAL AND CAPABLE OF DELIVERING THE MINIMUM. ain 5 }
FIRE FLOW REQUIREMENT. THIS HYDRANT OR HYDRANTS MAY BE EIIER TEMPORARY OR PERMANENT AS THE i we f2] fo-o . 1
PROJECT SCHEDULE PERMITS Poi! 2
+ INADDITION, THERE ARE TIMES WHEN HYDRANTS AND VALVES MUST BE CLOSED TEMPORARILY FOR REPAIR WORK. poet 4 Et J
‘OR CONSTRUCTION OF THE WATER SYSTEM. THE DEVELOPER/CONTRACTOR Is RESPONSIBLE FOR ENSURING THAT | it
THE WATER SUPPLY Is ALWAYS AVAILABLE, WHEN THE WORK IS COMPLETE, DEVELOPER/CONTRACTOR SHALL MAKE al \
SURE THAT THE HR HYDRANTS ARE ACTIVE, AND THE VALVES ARE OPE te |
oi a
it it °
8XAX16" INTEGRAL COLOR CMU: Woy rah:
TRENWYTH TRENDSIONE GROUND Wa 1 : &
FACE MISSION WHITE 1! *
‘GROUND FACE FINISH ON ALL fy
FLUSH VERTICAL HEAD i
JOINTS AND RAKED EXPOSED SURFACES Al Fy SETBACK
HORIZONTAL BED JOINTS, 1 } f 1 \ bt AStOP SIGN PER
VP. Hy 0"
(fi \ at MUICD STAgHAROS
1 |
a | \ BS Q
an |
8°X4°X16' INTEGRAL hu I ~
COLOR CMU; TRENWYTH 10X#%16" INTEGRAL COLOR CMU; ring i
TRENDSTONE GROUND -MACU PROPERTY SIDE TRENWYTH MESASTONE SPLIT FACE rig I ~
FACE MISSION WHITE: ‘vISSION WHITE tu |
‘GROUND FACE NISH ON SPLIT FACE FINISH ON AL EXPOSED ti 4 t 7 SCREEN WALL
ALL EXPOSED SURFACES SURFACES ti | 77)" SEE ELEVATION A2/AS]09,
rary 2 a
mit oOo : Eads partic: store i
FENCE PLAN DETAIL hii | DUMPSTER a NOT TO EXCEED 1:50 IN EE q
I ly ENCLOSURE ‘ANY DIRECTION 7 4
(os } ‘|
re Vu
1/2'= 10" Cr } ca
an ad ee | | stefpeD RINGST we dee
ri ¢ = PEQESTRIAN if aod =
P—} SOLID CAP; TRENWVYTH lasso WW : 5 = f =|
— TRENDSTONE GROUND 4 te C 5 Sacer) A q
Pf FACE MISSION WHITE iserbac 7 2 3 ar =14 | :
ALLEY SIDE ca MMACU PROPERTY SIDE | GROUND FACE FINISH ON Hee | = 1 (a)sicycteparnine: 2) 3 i 3
Li] ALLexposeD surFaces ‘8°X4°X16" INTEGRAL COLOR oo SEEDETALOg/ASION =| ZI | 1
10X41" INTEGRAL COLOR SOLD _ SOLID CAP: TRENWYTH a 5-08 A i E
CAP; TRENWYTH TRENDSTONE rf TRENDSTONE GROUND 8X4" 16" INTEGRAL COLOR SOLID ttt oo) agmon 7770 =F A J 1 el
GROUND FACE PEBBLE BEACH; i: SXeS INTEGRAL FACE MISSION WHITE: (CAP; TRENWYTH TRENDSTONE iis ih : A = ' an
GROUND FACE ON ALL EXPOSED lL a ‘GROUND FACE FINISH ON GROUND FACE MISSION WHITE iia | NOS SHH 0-214 “4
SURFACES rz] COLOR CMU; TRENWYTH [ALLEXPOSED SURFACES GROUND FACE ON ALL EXPOSED li 4 a SK RNOOP L -* - al
14°16 INTEGRAL COLOR CMU e| Fo] exostone crown peaventeatne Sunraces it = = ss, ie i
TRENIVYTH MESASTONESPLIT FACE =| GROUND EACE FINISH ON COLOR CMU: TRENWYTH 8%X4°X16" INTEGRAL COLOR CMU; i| OOM NS S | \
PEBBLE EACH [=] SROUND FACE FINISH 0 TRENDSTONE GROUND. TRENWYTH TRENDSTONE GROUND, if -| |
SPIT TACERISH ON ALL ExPoEED = Face HSIN WATE FACEMISION WATE it N es 1
1 rust vernicat Head ‘GROUND FACE FINISH ON ‘GROUND FACE FINISH ON ALL ry macu s Pe \
FLUSH VERTICAL HEAD JOINTS AND RAKED ‘ALL EXPOSED SURFACES EXPOSED SURFACES rt 5436 5F eg | I
HORIZONTAL BED JOINTS tt S = SY i
JOINTS AND RAKED i FLUSH VERTICAL HEAD FLUSH VERTICAL HEAD | & > \ g, i
HORLONTAL BED JOINS i * JOINTS AND RAKED . SOINTS AND RAKED et s| N as 44 ae an !
tt » HORIZONTAL BED JOINTS 2 HORIZONTAL BED JOINTS i ENN Fe 1
LANDSCAPE Lt — vanoscare LANDSCAPE “ LANDSCAPE mi % oe i
CCONCRETEFOOTING, REFER FF //— CONCRETE FOOTING, REFER CONCRETE FOOTING, REFER ‘CONCRETE FOOTING, REFER Wy N {
TO STRUCTURAL iil rosteucrurat TO STRUCTURAL TO STRUCTURAL qi S i 1
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Wey 1 A
} re i N 1
1 S
‘af >
1
x i
tt! * 1 =
sh! 8 ' i
V2'= 10" 1/2'= V0" 1/2'= 1-0" W2'= 10"
6-0 32-0" 6-0 Ne)
Ee BASELINE =0 a & | Z BACK FROM BASELINE, 21S THE MINIMUM SEPERATION S ae BASELINE =0
foun) /
T : R-1 STOP SIGN PER MUTCD STANDARDS iN :
i i Z RELOCATED FIRE HYDRANT ‘ :
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if L
FINISH GRADE 1 1
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ARCHITECTURAL SITE-PLAN if N W '
SCREEN WALL ELEVATION Ad SHOR 2
WRG 20
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4 |

| |

NOT FOR CONSTRUCTION |

Contant

MOUNTAIN AMERICA CREDIT UNION

MESA MCKELLIPS BRANCH
6016 EAST MCKELLIPS ROAD

MESA, ARIZONA

Project Name

No.

ig

Description

Revision Zp
No.

Description

SAA Project No, 2024.25

Drawing Tle

ARCHITECTURAL SITE
DETAILS

Sheet Number

AS100

1 2 3 4 5
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IN. INSIDE DIA. GRANULAR sed
|ON RESISTANT SUBBASE COURSE
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GATE DETAIL
BIKE RACK MOUNTING DETAIL EXAMPLE OF GATE PIN DETAIL
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= 1'0" Vs]
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[4 soup car TRENWyTH
Brxe'x16" INTE i—3 —_TRENDSTONE GROUND % [3M HIGH DENSITY YELLOW
CCAP: TRENWYTH TRENDSTONE $i _FACEMISSION WHITE 4 ESSURE SENSITIVE TAPE OR
GROUND FACE MISSION WHITE: CE) [Ground FACE RNIsH on APPROVED EQUAL)
GROUND FACE FINISH ON ALL Ysa | ALL EXPOSED SURFACES e _
EXPOSED SURFACES 13 “AY INTEGRAL & 6° DIA. STANDARD PIPE
i COLOR CMU: TRENWYTH 2 SCHEDULE 40 GALV. FILLED W/
B°x4"x16" INTEGRAL COLOR ——] . _ Chipstontonounto <0 a CONCRETE AND PAINTE
CMU; RENWYTH TRENDSTONE |_— 5/8 DIA. Paved 3) a ReeNere crow TRAFFIC YELOW (2 COATS MIN)
GROUND FACE MISSION WH t ROD ON 2] Group eace INH on _
GROUND FACE FINISH ON ALL u BACK SIDE Ti ALL EXPOSED SURFACES
EXPOSED SURFACES - coseuenteo mm im
fuss erica HeaD sons —f 1 AO av Ec. Fons ano eave
AND RAKED HORIZONTAL BED I ® WELD T0 FF HORIZONTAL 86D Jomnrs
JOINTS 2 FRAME, PAINT bc ap Win 7 c
: "THICK CONCRETE SLAB WITH i
: Ly. CONCRETE FOOTING, 3 oh CONGHTEFOOTIG
TO STRUCTURAL + INCHES LONG, =
1 EACH WAY - WELD TO PIPE
| Zz
[ 5 co a >
ANGLE
cr GATE FRAME, j i |
PAINT es —
DUMPSTER SIDE ELEVATION GATE DETAIL DUMPSTER SECTION BOLLARD DETAIL uw
3/8"= 1-0" 2 _| C)
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cv Lu O
bak ea qep os ns = Zz
CEN 8°X4°X16" INTEGRAL COLOR | 7S a7 7S a7 | <x a
GJ SOLID CAP; TRENWYTH ~ - ti ~ - < Qe <x
TRENDSTONE GROUND | ‘ ¢ tt ‘ 7 | ac [e)
FACE MISSION WHITE: | \ 7 » ¢ I n ae
GROUND FACE FINISH ON N a tt \ 7 Z rate n
S ALLEXPOSED SURFACES. | \ / it \ / ! _| B = 5 a
; -
f erento MTEGRAL (sa), / it \/ _ <td Ge
COLOR CMU; TRENWYTH ~ | ee
: TRENDSTONE GROUND | Rav Vi \1 , 4 865
T FACE MISSION WHITE fa Z VO =O
} GROUND FACE FINISH ON at74 MI rPv.T4 Ml - [4 = Kea
: Aron usc 1 “ a) Be
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n |= USH VERTICAL HEAD bh, oF Os %e
t JOINTS AND RAKED 2-0/4 2 ” oS
HORIZONTAL BED JOINTS | 3 => ad ow
; *OcTG & FOUNDATION. -----4 == 1 Ji SHCOMANER LOCATON - E = Ss
{ REFER TO STRUCTURAL
* os 1 oo Descpton
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a a na
r i q Bh ®] easy 2) op |
a ee 4 | epee | CoMAINER aia pre
1 / souaro.rre?] LOCATION oa BOLLARD, TYP. oa Zz
DUMPSTER BACK ELEVATION ~ooo co a 3 2 ro)
Rew
H SERIES, SENTRY LATCH OR APPROVED —
EQUAL (L.0. GATETO AUGN W/ GATE 5 . |\— Fopiinc stow,
COLUMN), TYP. Ea pe b. , fo | lextosteuctura ( )
J 7 J
4) WELDED BARR
beeboce tr O--- OF --©-4 oO -4 | ~
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. corucamomens = FP a 4 Zy
DECK, PAINTED EP Gsio
MATERIAL SCHEDULE oat
FOUNDATION. f DUMPSTER / FENCE
: HOSISUCTURA Q€ | DETAILS
a LD O
a Ll LLL | Seernonber
DUMPSTER PLAN — S 1 0 1
3/8"= 10" r\
1 | 2 | 3 4 5 Z