Extracted text (via ocr_local)
34975 characters
BRAKE MASTERS at MESQUITE GROVES
PDP & COMPREHENSIVE SIGN PACKAGE
An Honest Brake* Since 1983
RE: East Portion NEC Riggs & Gilbert Roads; Mesquite Grove, Chandler AZ
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‘CubeSmart Self Storage
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APPLICANT: HEIGHTS PROPERTIES, LLP 6179 E. Broadway Blvd., Tucson AZ 85711 520.631.9000
Summary
We as Applicant do propose to develop a Brake Masters Automotive Maintenance
Facility on the eastern portion of the Commercial Development known as Mesquite Grove
located East of the North East Corner of Riggs and Gilbert.
The property is in a planned area development known as Mesquite Grove made up
of commercial single stand-alone buildings on the frontage of Riggs and Gilbert Roads and a
Self- Storage facility on the transition around the commercial property. We are requesting
rezoning from Planned Area Development (PAD) for Neighborhood Commercial (C-1) uses to
PAD for C-1 uses and motor vehicle repairs and Preliminary Development Plan for site layout
and building architecture for an automotive repair shop on an approximate 1-acre site.
ge ee ua
DISCOUNT TIRE
~ 7.680 SF
|
GILBERT ROAD
RIGGS ROAD i = ae
721.85)
The portion of the area we will develop is approximately a 41,744 square foot pad. In placing
the building as proposed we will place our back to the Self- Storage facility and in doing so
provide a significant buffer to the arterial avenue. By placing the service area away from the
housing further to the east we will be unobtrusive to area residents.
We are incorporating the unique design criteria and color and materials at Mesquite
Grove Marketplace for overall architectural harmony. We will focus the vegetation and
landscaping toward Riggs Road to enhance the existing basin and plant environment. We
shall incorporate the approved Landscape Masterplan for the overall Mesquite Grove
Development. While plants are important to soften and create interest we will work to
mitigate water waste by incorporating runoff capture basins.
PRELIMINARY DEVELOPMENT PLAN
We will position the building on east end of the North East Corner of Riggs and Gilbert, access
will be from a wide inviting shared drive with the Self Storge to the east. The Brake Masters
building is approximately 5,400 square feet and is uniquely designed to blend into this rural
concept designed development. We have simply never built a building like this. The planning staff
in conjunction with our design team have come up with spatial integration that allows our floor
plan and elevations to settle into this development.
LUX
ert
View looking North on Riggs Road
Business Operations:
Brake Masters started in 1983 by two brothers that still own the company today. This
will be an addition in the Chandler area however we have one location at Chandler and Dobson,
Chandler AZ as well as twenty-four additional locations in the Phoenix Metro Area with six
locations in development. Our hours of operation are 7:30 AM to 5:30 PM Monday thru
Saturday. We are closed on Sundays to give our employees the time to be with their families.
They have over 100 locations in the Markets we serve and on average throughout the system
we have an average daily car count of 20 customers per location. This location will employ 12
full time management and specialized technicians We provide a significant commitment to the
communities we serve and support local and regional causes.
Elevations:
Brake Masters Design team has incorporated the Architectural and Materials Pallet
of Mesquite Grove to reflect the approved designs, colors and materials present in the existing
development. We will turn the business side of the building away from the streets and will
mitigate the store operations with landscaping.
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DOGOOEH OI GS OO6 SG 060666 &S 66654
WEST ELEVATION
‘yw E
DUMPSTER ENCLOSURE ELEVATION SOUTH ELEVATION NORTH ELEVATION
Above is representative only Elevation Detail is found on the 8.5 X 11 attached later in booklet
Exhibits
SITE PLAN
LANDSCAPE PLAN
COLOR ELEVATIONS
SIGN PACKAGE
CIVIL IMPROVEMENT PLAN
SITE PLAN
520.00’
$00°00’00”E
VICINITY MAP
E_ CHANDLER HEIGHTS RO
30
S GILBERT RD
'S LINDSAY RD
NORTH
“7” SITE
E RIGGS RO
SEE PROJECT SUMMARY FOR LEGAL DESCRIPTION SECTION 30, T 25, R 6E
kbp architecture, IIc
design - build
dasign a planning m construction
KBP Architecture, LLC
11635 E. Tanque Verde Rd.
Tucson, Arizona 86749
Tel 520.982.2019 Fax 520.760.6640
email: kbpetrick@cax.net
Kevin B. Petrick, ArchitectBuldar
Arizona Architect Registrant #34273
Arizona Contractor KB-1 ROG 285911
KEYNOTES
RE
EXISTING CONCRETE SIDEWALK
EXISTING CONCRETE CURB
PROPERTY LINE
EMISTING WATER LINE STUB, SEE CIVIL
NEW CONCRETE SIDEWALK, SEE CIVIL PLANS
NEW LANDSCAPE AREA, SEE LANDSCAPE PLANS
NEW CONCRETE CURB RAMP, SEE CIVIL PLANS.
NEW CONCRETE CURB, SEE CIVIL PLANS
REMOVE EXISTING CONCRETE CURB
EXISTING SEWER UNE STUB, SEE CML
NEW PARKING LOT STRIFING
NEW CONCRETE APRON AT SERVICE SAY ENTRANCE, FLUSH WITH PAVING
NEW ASPHALT PAVING, SEE CIVIL PLANS.
NEW SIDEWALK SCUPPER, STEEL TUBE, FOR ROOF ORAIN, SEE CiMIL
NEW DUMPSTER ENCLOSURE
NEW POWER COMPANY PAD MTO TRANSFORMER, SEE ELECTRICAL PLANS
NEW QUILDING ELECTRICAL SES, SEE ELECTRICAL PLANS
NEW BUILDING PHONE SERVICE LOCATION, SEE ELECTRICAL PLANS
NEW GIL/SAND INTERCEPTOR, SEE CIVIL AND PLUMBING PLANS
NEW WATER METER AND BACK FLOW, SEE CIML AND PLUMBING PLANS
NEW BUILDING SEWER AND CLEAN OUT, SEE CIVIL AND PLUMBING PLANS
NEW BIKE PARKING POST, SEE ClviL
NEW MONUMENT SIGN FOR BRAKE MASTERS UNDER SEPARTE PERMIT
EXISTING MULTI USE TRAIL
PAINT STRIPED, PEDESTRIAN CROSS WALK,
ACCESSIBLE ROUTE
NEW SITE LIGHT POLE, REFER TO ELECTRICAL PLANS
EXISTING STORM ORAIN, SEE CIVIL
NEW FDC, SEE PLUMBING
FIRE DEPARTMENT KEY LOCK BOX
OOOH DO GO HOH OS OOOH DO OOGO OOO OOOOO
EXPIRES 12-31-23
Copyicht © 2000 KBP Aretiecture We
Project:
BRAKE
MASTERS
BRAKE MASTERS
New Development
at
Mesquite Grove
Marketplace
Riggs Rd / Gilbert Rd
Chandler, AZ 85249
These drawings are project specific
and have been developed for the
client's use for this project; they may
not be reused of duplicated for any
other praperty/project without the
weitten consent of the Architect,
ZX drawing issue log:
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RIGGS ROAD] Wise O
721.85'
NORTH
SCALE 1"=30'-0"
ARCHITECTURAL
SITE PLAN
RESERVED FOR GOVERNMENT APPROVAL STAMPS.
kbp project no:
p Pres 2652
date:
March 31, 2024
sheet title:
ARCHITECTURAL
SITE PLAN
sheet number;
AS.1.1
BRAKE MASTERS - RIGGS / GILBERT - CHANDLER. AZ
LANDSCAPE PLAN
BVA MASTERS = MESQUITE GROVE MARKETPLAGE
project consultants
owners
HEIGHTS PROPERTIES, LLP
6179 € BROADWAY BLVD
TUCSON, AZ 85711
CONTACT: JIM EGAN
PHONE: 520.631.9000
emalljim@helghtpropartiaslip.com
architectures
KBP ARCHITECTURE
11635 EAST TANQUE VERDE ROAD
TUCSON, AZ 85749
PROJECT CONTACT: KEVIN B. PEFRICK
PHONE: 520.982.2019
ee
alvil enginserings
en aaa d
CYPRESS CIVIL DEVELOPMENT
4450 NORTH 12TH STREET, #228
PHOENIX, ARIZONA 85014
PROJECT CONTACT; JEFF HUNT
PHONE: 623,282.2498
EMAILphunt@cypresscivil.com
landscape architectures
eral
DESIGN ETHIC, LEC
7825 EAST 6TH AVENUE
SCOTTSDALE, ARIZONA 85251
CONTACT: BRANDON PAUL
PHONE: 480.225.7077,
EMAIL:-kopatrick@cox.net EMAIL:-bpaul@designethic.net
sheet index
——
SHEET TITLE
Le COVER SHEET & NOTES
L.a2 PRELIMINARY PLANTING PLAN
| HEREBY CERTIFY THAT NO TREE OR BOULDER I$ DESIGNED CLOSER
THAN SIX (6) FEET TO THE FACE OFTHE PUBLIC STREET CURB.
Be
04.20,2022
REGISTERED LANDSCAPE ARCHITECT
DATE
E CHANDLER JGHTS AD
SITE
cwow |
auuBuo0O s
gapasios
‘Ow AVSONTS
EHUNTHnGHWY
vicinity map
>
NOR’
nol fo scate
city of chandler notes
lL
ALL SITE IMPROVEMENTS, INCLUDING LANDSCAPE AND SITE
CLEANUP, MUST BE COMPLETED PRIOR TO CERTIFICATE OF
OCCUPANCY FOR ANY BUILDING WITHIN A PHASE.
NO O8STRUCTIONS 70 VIEW SHALL BE ERECTED, CONSTRUCTED OR
PARKED WITHIN THE SIGHT VISIBILITY AREA, ALL TREES WITHIN THE LINE
OF SIGHT WILL MAINTAIN A CANOPY HEIGHT ABOVE 6" CURB
ELEVATION, ALL SHRUSS IN THIS AREA MAY NOT REACH A MATURE
HEIGHT OVER 24".
ALL PLANT MATERIALS ARE GUARANTEED FOR A MINIMUM PERIOD OF
SIXTY (60) DAYS FROMTHE DATE OF FINAL APPROVAL BY THE.
CITY.ANY PLANT MATERIALS, WHICH ARE NOT APPROVED BY THE CITY
PRIOR TO OCTOBER | OF THE CALENDAR YEAR IN WHICH THEY ARE
INSTALLED, SHALL BE FURTHER GUARANTEED UNTIL MAY 20 OF THE
FOLLOWING CALENDAR YEAR.
TREES, SHRUBS, VINES, GROUND COVER AND TURF THAT HAYETO BE
REPLACED UNDER TERMS OF THE GUARANTEE, SHALL BE
GUARANTEED FOR AN ADDITIONAL 60 DAYS FROM THE DATE OF
REPLACEMENT,
ALL PLANT MATERIALS MUST 8E MAINTAINED IN HEALTH AND VIGOR
AND BE ALLOWED TO ATTAIN NATURAL SIZE AND SHAPE IN
ACCORDANCE WITH THE ORIGINALLY APPROVED LANDSCAPE
PLAN.SEE SECTION 1902 (6) (H}..
PARKING LOT TREES MUST HAVE A MINIMUM CLEAR CANOPY
DISTANCE OF 5°. SEE SECTION 1903{6}(C) (4).
ALL LANDSCAPE AREAS SHALL BE GRADED $0 THAT FINISHED GRADE
SURFACES OF ALL NONLIVING MATERIALS (1, DECOMPOSED
GRANITE, CRUSHED ROCK, MULCH, ETC.) ARE ONE AND ONE HALF (1
1/2) INCHES BELOW CONCRETE OR OTHER PAVED SURFACES. SEE
SECTION 1903(4}(C){11}. ZONING CODE.
TREES MUST BE PLACED A MINIMUM OF 5’ FROM SIDEWALKS, PUBLIC
ACCESS-WAYS.SHRUBS MUST BE, AT MATURITY, 3' FROM ALL SIDES OF
A FIRE HYDRANT, PIV, OR FDC. SEE SECTION 1903(6){J){1}. ZONING
CODE}
ALL LANDSCAPING SHALL BE MAINTAINED BY THE LANDOWNER OR
THE LESSOR IN COMPLIANCE WITH THE ZONING CODE.SEE SECTION
1903(6){H), ZONING CODE.
. THERE SHALL BE NO OBSTRUCTION OF SITE SIGNAGE BY LANDSCAPE
PLANT MATERIAL, AND THAT SUCH MUST 8E RELOCATED AND/OR
CORRECTED BEFORE THE FIELD INSPECTION WILL ACCEPT/PASS THE.
SIGN IN THE FIELD OR ISSUE A CERTIFICATE OF OCCUPANCY FOR A
PROJECT.
» ALLTRANSFORMER BOXES, METER PANELS AND ELECTRIC EQUIPMENT,
BACKFLOW DEVICES OR ANY OTHER UTILITY EQUIPMENT NOT ABLE OR
REQUIRED TO BE SCREENED BY LANDSCAPING OR WALLS, SHALL 8E
PAINTED TO MATCH THE BUILDING COLOR.
. ALL WALLS OVER 7° IN HEIGHT, SITE LIGHTING, SIGNAGE, RAMADAS
AND SHADE STRUCTURES REQUIRE SEPARATE SUBMITTAL AND PERMITS.
480.228.7077
LANPSAPEARGHITECTURE
FORGING NEW ENVIRONMENTS
27825 GAST SCOTTSDALE AVE SCOTTSDALE, ARIZONA 85257
DESIGN ETHIG
BRAKE MASTERS
COVER SHEET & NOTES
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PROJECT:
SHEET TILE:
JOB NO: 21-105
DATE:
DRAWN BY: 8. PAUL
SUBMITTED: 06.01.2022
REVISED:
SHEET
L.Ol of LO2
2 oe 188.20’ - MINI STORAGE
4 rs 66,62'- MINI STORAGE > $$ ek n
&
Fi é eee no — lant legend
3 Le be : plant legen
o 62 i botanical name A .
6 e ® common name emitters size qty comments
31,91" COMMERCIAL is) ®
=] @ ples trees
é PARKINSONIA X, 6@ 36" 3 12.0H., 5.0W., LL75CAL.
% y ‘DESERT MUSEUM! 1.0 GPR) BOX STAKE IN PLACE
bs DESERT MUSEUM
3 v , PROSOPIS SEEDLESS 5@ 24" 18 5.0H., 6.0W., 1.25CAL.
o Ke 5 HYBRID ‘AzT™" 1.0 GPH) 48" 1 12.0H., 9.0W., 2,75CAL.
= : $9] fi ‘AZT™! SEEDLESS . 80X STAKE IN PLACE
g a . e Ter HYBRID MESQUITE
vir ddN CALLIANDRA ERIOPHYLLA 1@ 5GAL 15 PLANT AT 4' 0.C.
’ ES ®
19.00'- “a= PINK FAIRY DUSTER 1.0 GPH}
COMMERCIAL LEUCOPHYLLUM CANDIDUM {1 @ 5GAL 19 PLANT AT3'O.C.
THUNDER CLOUD 1.0 GPH}
‘G) LEUCOPHYLLUM FRUTESCENS {1 @ SGAL 35 PLANT AT8'O.C.
‘GREEN CLOUD! 1.0 GPH)
=a 5 GREEN CLOUD SAGE
=< =
ot kad RUELLIA PENINSULARIS ae 5GAL 30 PLANT AT 4'0.C.
i 5 C © BRIA RUELIA 1.0 GPH)
3 a accents
8 8 on @Q - HESPERALOE PARVIFLORA BGAL 21 PLANT AT 3'O.C.
— i p—— « A RED YUCCA
B 9 Ng groundcover
3 8
om * 8 ® = CONVOLVULUS CNEORUM IGAL. 18 PLANT AT 3'O.C.
: BUSH MORNING GLORY
g @ _LANTANA 'NEW GOLD" 1GAL. 78 PLANT AT 4'0,C.
. & NEW GOLD LANTANA
( 19,00" 4 inerts
COMMERCIAL g
S @ 1/2" SCREENED DECOMPOSED GRANITE Wa - 2 MINIMUM IN
9 MADISON GOLD SF. ALL PLANTERS
— ee planting key netes general landscape notes
1. CONTRACTOR TO VERIFY ALL QUANTITIES,
O) PROPERTY LINE / RKGHT OF WAY LINE 2. CONTRACTOR TO PROVIDE DECOMPOSED GRANITE SAMPLES
TO LANDSCAPE ARCHITECT FOR APPROVAL.
iS) DECOMPOSED GRANITE IN ALL PLANTING AREAS. 3. MAINTAIN 3' TO §' TREE AND SHRUB CLEARANCE FROM
WALLS.
—¢>——_] SIGHT VISIBILITY TRIANGLE, MAXIMUM MATURE 4 hTO2! ID SHRUB CLEARANCE FROM
1} PLANT MATERIAL HEIGHT IN THE SIGHT VISIBILITY ele TO 2 TREE ANO SHR
§. TREES ADJACENT TO PEDESTRIAN WALKWAYS SHOULD HAVE A
a (VERIFY HEIGHT} SCREEN WALL, SEE ARCH, PLANS. MINIMUM CANOPY CLEARANCE OF 6-8",
& ALL MATURE TREES AND PALM CANOPIES MUST BE A MINIMUM
iS) TRASH ENCLOSURE. SEE ARCHITECT'S SITE PLAN. OF 5° FROM ANY BUILDING WALLS OR BUILDING WINDOWS.
1S) OVER HEAD ELECIRIC LINE(O.H.E}. .
i) CURB. SEE CIVIL ENG. PLANS.
PROPOSED LOT SPLIT. SEE ARCHITECT'S SITE PLAN.
. : © las. @) STORMWATER RETENTION. SEE CIVIL ENG, PLANS.
MINI (io) DRAINAGE STRUCTURE. SEE CIVIL ENG. PLANS,
STORAGE 4
i) RIP RAP. SEE CIVIL ENG. PLANS.
180" PRIVATE
SEWER EASEMENT 40-0" PRDTECTED
. ACCESK DRIVE
I o 2 3
— eye 4 5 planting requirements
Pea go f r
cr CZs | exer STREET RIGHT-OF-WAY - INTERSECTION SETBACK AREA:
& g Yseyeee
. ae < & INTERSECTION SQUARE FEET: 4,013 S.F. REQUIRED TREES=5 REQUIRED SHRUBS=30
. a - -. b Fa REQUIRED: 50% - 24" BOX. 2
fa oO Oo BRO & REG Ah 28% - 36" BOX. 2
‘ fal r 25% - 48" BOX. 1
® 2 PROVIDED TREES=5 PROVIDED SHRUBS=48
atl 1 adcr
MSY 5 94.07" a, aed
Vi g/ re ow ca
E RIGGS RD (45 M.P.H.}
WN .
ETBACK
S0'-0" BUILDIN'
3
7-9" ELECTRICAL
EASEMENT
=,
a 20° 4g eo
SCALE: I" = 20-0"
LANDSAPEARCHITECTURE
FORGING NEW ENVIRONMENTS
7825 EAST SCOTTSDALE AVE SCOTTSOALE, ARIZONA 85251
480.225.7077
DESIGN ETHIG
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JOB NO: 21-105
DATE:
DRAWN BY: 8. PAUL
SUBMITTED: 06.01.2022
REVISED:
SHEET
L.O2 of L.O2
Color Elevations
32-0" 1.0. RIDGE
OC
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H
io 22'-0" T.O.PAR. 4 24-0" LOPAR. 220 LOPAR.
EePDIDGe POdGoo0Gde ay aay re Q9 COG @ t oO AEG
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22-0" LOPAR.
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32'-0" 1.0. RIDGE
4
IPDOP ELSES
LATTE]
WEST ELEVATION
ia
DYPICAL FOR BACKSIDE
OF ALL PARAPET WALLS
! a i
pe
=aoiiltt
TYPICAL FOR BACKSIDE
OF ALL PARAPET WALLS
g2y
18-0" T.0. ROGE
1
(1) INTEGRAL COLORED sTucco
OVER 8°XB"KI6" CMU, MATCH BLOG.
(2) 4"xa71/4" STEEL PosT
fy
\B/
(6)
EMBED 2'-6", FILLED WITH CONC.
o (3) 47X2"X3/16" TUBE STEEL FRAME
HINGED GATES WTH 20 GA 'B' DECK
AA (3)
(3)
PANELS, GRIND WELDS, PRIME, PAINT
(4) CANE BOLTS WITH HOLES IN CONC.
FOR CLOSED AND HOLD OPEN POSTON
(5) miu. 12°x12"x30" 3000 PSI conc
COLUMN FOOTING
(6) INTEGRAL COLORED STUCCO OVER
| SLAB 4#°x12°x16" CMU CAP BLOCK, MATCH BLOG,
EN No
DUMPSTER ENCLOSURE ELEVATION
/e=1-0"
(1) INTEGRAL coLoReD stucco
OVER 8°Xa"x16" CMU, MATCH BLDG.
(2) INTEGRAL COLORED STUCCO OVER
SOLUMN W/ STONE VENEER
@
EAST ELEVATION
22'-0" T.OPAR. g
+
16" CMU CAP BLOCK, MATCH BLDG.
SOUTH ELEVATION
(1) INTEGRAL COLORED STUCCO QVER
SXSAIG" CU WITH §S VERTICALS AT 38°
0.C. CROUT SOUD BELOW GRADE.
(2) WNTEGRAL COLORED STUCCO OVER
#°XN2°X16" CMU CAP BLOCK, MATCH BLDG.
(3) CONCRETE FOOTING.
(4) g¢ conmmuous.
(5) DONELS 70 MATCH AND LAP VERTICAL
WALL REINFORCING,
(8) # CONTINUOUS IN 8° DEEP cROUTED
BOND BEAM.
PARKING SCREEN WALL SECTION
1/=1-0
2220" LOPAR,
¢
NORTH ELEVATION
(1)
}—(2)
PER SITE PLAN
CROSS WALK DETAIL
(1) 2 GRAY CONCRETE BAND.
(2) 252" SQUARE DIAMOND PATTERN, FINISH &
COLOR TO MATCH ENISTING DEVELOPMENT.
GENERAL NOTES
1. ALUMINUN—CLASS STOREFRONT:
>
STOREFRONT ALUMINUMM FRAMES:
~2°k4 4" ALUMINUM. FRAMES, CENTERED GLASS, THERMAL BREAK
—COLOR PER FINISH SCHEDULE
Fa
GLAZING:
~SOLARBAN 70, OLD CASTLE MFR., 1” INSULATED PANELS
Me" TINTED BRONZE EXTERIOR GLASS
—K" LOW E INTERIOR GLASS
~¥ AIR SPACE
-U VALUE = 0.50 OR BETTER
~SHGC VALUE = 0.25
2._PLASTER-STUCCO SYSTEM:
OVER CMU WALLS: (DRYVIT PER ICC-ES EVALUATION REPORT ESR-1232
DATED JANUARY 2015 AS APPLICABLE)
A. BROWN COAT: MIN. J4"-96" THICK CEMENT PLASTER
B. SEALER COAT: ORYVIT COLOR TINTED PRIMER
C. FINISH COAT: DRYVIT SYNTHETIC COLOR MIN. 8" THICK, "SAND PEBBLE FINE”
FINISH TEXTURE
(INSTALL PER MANUFACTURER'S RECOMMENDATIONS, SPECS & ESR-1232)
kbp architecture, llc
design - build
design m planning @ construction
KBP Architecture, LLC
11635 E. Tanque Verde Rd.
Tucson, Arizona 85749
Tel 520.982.2019 Fax 520.760.6640
email: kbpetrick@cox.net
Kevin B. Petrick, Architectuilder
Arizona Architect Registrant # 34273
Arizona Contractor KB-1 ROC 285911
KEYNOTES
ALUMINUM FRAME WINDOW
INTEGRAL COLOR SYNTHETIC DRYVIT FINISH SYSTEM
ELECTRICAL SERVICE ENTRANCE SECTION (SES) & PHONE CAB'T.
BEHIND UTILITY SCREEN WALL. STONE VENEER WAINSCOT TO
CONTINUE BEHIND SCREEN WALL.
METAL ROOF & WALL PANEL.
ALUMINUM OVERHEAD SECTIONAL GARAGE DOOR
EXTERIOR SIGNAGE, UNDER SEPARATE PERMIT, BY OWNER.
LINE OF ROOF BEHIND PARAPET
DECORATIVE DARK BRONZE LIGHT FIXTURE
HOLLOW METAL DOOR, PAINT
MASONRY AND/OR STUCCO CONTROL JOINT, DETAIL 4/4.3.0
MASONRY CONTROL JOINT PER DETAIL 1/A.3.0
STUCCO POP-OUT
ILLUMINATED BUILDING ADDRESS NUMBERS ARE TO BE MINIMUM OF
8° HIGH, WITH 1" STROKE, AND CONTRASTING COLOR
METAL ACCESS DOOR FOR OIL ROOM, PER DOOR SCHEDULE
METAL CANOPY
HVAC EQUIPMENT SHOWN DASHED ON ROOF BEHIND PARAPET. ALL
ROOF MOUNTED EQUIPMENT SHALL BE COMPLETELY SCREENED BY
TOP OF PARAPET.
@O@® ©@OOGOG9OOOH O8O
UTILITY SCREEN WALL STONE VENEER WAINSCOT TO CONTINUE
BEHIND SCREEN WALL.
©
EXPIRES 12-31-23,
Cepyight © 2020 KBP Architecture LC
Project:
BRAKE
MASTERS
BRAKE MASTERS
New Development
at
Mesquite Grove
Marketplace
Riggs Rd / Gilbert Rd
Chandler, AZ 85249
These drawings are project specific
and have been developed for the
client's use for this project; they may
not be reused or duplicated for any
other property/project without the
written consent of the Architect.
FINISH LEGEND lea =
A
drawing issue log:
MATERIALS FINISH/COLORS
|
Jbelta’ Date | Description
OS INTEGRAL COLOR stucco
<3) BLOCK FILL & PAINT
pen METAL CORBEL
NOT USED
® COLOR "ANTIQUE WHITE” SW 6119
D COLOR "OAK BARREL” SW 7714
eS) NOT USED
COLOR "SEAL SKIN” SW 7675
COLOR "WEATHERED COPPER”
E/ WFR:AEP SPAN, COOL PRODUCT
£=\ COLOR "METALLIC SILVER”
WAINSCOT STONE. VENEER \E/ WFR: AEP SPAN, COOL PRODUCT
kbp project no:
2652
™ . =\ MFR: CULTURED STONE
METAL WALL PANELS, 10” FLEX @B fi
BY AEP SPAN PRODUCT: SOUTHERN LEDGESTONE
COLOR: “FO
INSTALL: DRY STACKED
E Pi AEP SPAN/— o "
We bestow spancan, “EP SPANCE’, covon"CRAFTSMAN BROWN" SW 2835
date:
- RIGGS / GILBERT - CHANDLER, AZ
April 22, 2022
TUBE STEEL
> NOT USED
1" INSULATED LOW E GLASS
SOLAR BAN 70 - OLD CASTLE
DS DARK BRONZE-ANODIZED ALUMINUM
@ 1/8" CLEAR TEMPERED GLASS
STEEL COMPONENTS
PREFINISHED METAL TRIM
sheet title:
EXTERIOR
ELEVATIONS
=\, PAINT TO MATCH ADJACENT
MATERIAL FINISH COLOR
ANODIZED ALUMINUM FRAMES
SGGEEEE EGBG
METAL DOORS/FRAMES
GLAZING
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sheet number:
BRAKE MASTERS
ALL MASONRY & STONE EXTERIOR WITH "PROSOCO WEATHERSEAL WB"
SIGN PACKAGE
Brakemasters | Siteplan
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ARCHITECTURAL
SITE PLAN
PROMOTION PLUS Job Location
SIGN CO., INC. 3046 E Riggs Rd,
“The Imaging Experts” Chandler, Arizona 85249
Sewn, qx eS Olio Electhde ater
21034 Osbome St. (P) 818.993.5406
Canoga Park, CA 91304 (F) 818.993.3174
State License: 853228
Bill Information Project Information
Brake Masters of Sacramento, Inc. Project: Job Name
6179 E. Broadway Blvd.
Tucson, AZ 85711-4208
(520) 512-0000
Shalom Latin
shalom.latin@brakemasters.com
Date: 02.28.2022
| have reviewed all renderings and | am satisfied with the
look and the scope of work listed within.
This rendering is property of Promotion Plus Sign Co., Inc.
and cannot be reproduced without written consent of owner
siteplan Legend
@+Logol
© Complete Car Care
| 6+ auick Oil Change
_®+MID (Location TBD)
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Date
Brakemasters
West Elevation (LOGO)
—7=~
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Tmo
HERE
COMP
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PAT
FRONT PROFILE
) | 57 5/38"
Building Logo | Single Face | 1:36
5" Red Returns | 1" Red Retainer | Pan Formed Faces
23.3saft
Internally Illuminated - LED | Install Flush Mount
PROMOTION PLUS
SIGN CO., INC.
i “The Imaging Experts”
eneusonon ga espa
PAE, GEC Oltonnee Lathan elsirs
21034 Osbome St. (P) 818.993.5406
Canoga Park, CA91304 ——(F)818,993,3174
State License: 853228
Job Location
3046 E Riggs Rd,
Chandler, Arizona 85249
a2@
LED LAYOUT
Nag ass
1" ALUM. RETAINER —
13/16" CLEAR POLYCARBONATE —f
SECOND SURFACE BACK SPRAYED
‘TO MATCH ARLON 4500-001 RED
||
178" ACA BACK.
White LEDs
(O6Y" ALUMINUM RETURN
{INSIDE WHITE &—[}]—-2
OUTSIDE PTH ARLON
“4500-001 RED)
LED power supply
Electrical Specifications
(130) WHITE LED MODULES @ 0.72W EA= 93.60W TOTAL
(1) 12V 100W POWER SUPPLIES @ 2.2 AMPS EA.
(1) CUSTOMER PROVIDED 120V/20A/60HZ
DEDICATED CIRCUIT REQUIRED
TOTAL CIRCUIT LOAD:
2.2 AMPS @ 120 VAC
| Sign Detail
Brake Masters Text
3/4" Deep Embossed Logo
Sign Faces
Hatch Red Plax 2795 (Aran 2500-000)
R
Tea Faces
ZlWhite Pillow Walls (ezat)
Twhite Flange
Letter Face
3/4" Emboss
a
Sion Face
ad
|e rvan
1172" Ptow
|
|
‘Single Face Aluminum Sign
fexemcoray
vue
Total Face Helont
DISCONNECT swiTcH —}
[2 ewe oe teal fees
Fasteners as required +}
(per wall condition)
‘Weep holes per ULA8 with baffles —~
Mounting surface —
©
2
ILLUMINATED BUILDING SIGN
SCALE: NTS SIDE SECTION VIEW SCALE: NTS
Bill Information Project Information Approval
Brake Masters of Sacramento, Inc, Project: Job Name
6179 E. Broadway Blvd.
Jucson. 2. 8571-4208 Date: 02.28.2022 Owner
(520) 512-0000
Shalom Latin
| have reviewed all renderings and | am satisfied with the
look and the scope of work listed within.
in@brakemasters.com
This rendering is property of Promotion Plus Sign Co., Inc.
Date
CONCEPT
and cannot be reproduced without written consent of owner
Brakemasters
Sa = a -
West Elevation (Letters) Electrical Specifications
1+ Jewelite Trimcaps
5/16" Redhead With Anchor
12v White LED Modules.
17 Plex Face
5/8" Rubber Seal ir .
Water Resistant Conduit
0.063 Aluminum Backs
| ii | 120/240V Power Suppl
AACHEN
IL Weather Resistant Box ct
10" ice caecd Ge | 5/8" Rubber Seal
Disconnect Switch
3/16" Drainage Holes y
= 2.080 Aluminum Retuns — ———
1:260 Day/Night Photocell VA
192 3/4”
la 207” | a
‘COMPLETE CAR CARE
44.56saft 41.4sqft
Front Illuminated Channel Letters | Front illuminated | x1
Internally Illuminated - LED | Install Flush Mount | Size Reduced By 1” To Fit On Fascia
3” Black Returns | 1” Black Jewelite Trimcap | White & Red LED's
NTS
Black Returns
= —— 136" ————4_ f oe |}+¥_—___—_—_—182 7/8 1
' QUICK OIL CHANGE ~
tea tits 3" DEEP .040 ALUMINUM
YXeeH 040 ALUMINUM
Xe aw Was \ ea 3/16" RED AND YELLOW PLEX
TRIM CAP: BRIE \elS
WHITE BEHIND YELLOW LETTERS,
Blefaui isle RED BEHIND RED LETTERS
INSTALL METHOD: [MBS RU TOUS
PACKAGE AND SHIP TO SITE FOR
30.22sqft 15.75sqft 40.63saft
. . . EXTRAS: Sa
Front Illuminated Channel Letters | Front illuminated | x1
3" Black Returns | 1" Black Jewelite Trimeap | White & Red LED's piscewanas
NTS Black Trimcaps
Job Location Bill Information Project Information Approval
SIGN CO., INC. 3046 E Riggs Rd, Brake Masters of Sacramento, Inc. Project: Job Name
Ma, PROMOTION PLUS
bh | “The Imaging Experts” Chandler, Arizona 85249 6179 E. Broadway Blvd.
CONCEPT |
Tucson, AZ 85711-4208 .
Geneon sR Oltovnenr Batter PEs (520) 512-0000 Date: 02.28.2022 Owner Date
Fart Shalom Latin i have reviewed all renga ines and | ar satisfied with the
: look and th ork listed within.
sangeet ev 9108 Getnousiya: shalom.latin@brakemasters.com }e Scope of work listed within
" — This rendering is property of Promotion Plus Sign Co., Inc.
and cannot be reproduced without written consent of owner
State License: 853228
Brakemasters
|S gg IS ET NE TEED
South Elevation
19°
Electrical Specifications
(130) WHITE LED MODULES @ 0.72W EA= 93.60W TOTAL
__ (1) 12V 100W POWER SUPPLIES @ 2.2 AMPS EA.
| (1) CUSTOMER PROVIDED 120V/20A/60HZ
DEDICATED CIRCUIT REQUIRED
| TOTAL CIRCUIT LOAD:
2.2 AMPS @ 120 VAC
Sign Detail
Brake Masters Text
3/4) Deep Embossed Logo
c White Flange
Retainer
Red Retainer (Match PMS 485c)
rive thick
“Inset Fram Quter Dimension
‘5° Rotuins (Match PMS 485e)
1:260
FRONT PROFILE
57 5/8” 1
57 5/8”
23.3saft
Building Logo | Single Face | 1:36
5" Red Returns | 1” Red Retainer | Pan Formed Faces
Internally Illuminated - LED | Install Flush Mount
Job Location
3046 E Riggs Rd,
Chandler, Arizona 85249
PROMOTION PLUS
SIGN CO., INC,
“The Iminging Experts”
feed nO gr peagaars
Proton Pros OS Ober Elect Veins |
(?) 818.993.5406
(F) 818.993.3174
21034 Osbome St.
Canoga Park, CA 91304
State License: 853228
a2)
LED LAYOUT
19" ALUM, RETAINER —
3/16" CLEAR POLYCARBONATE —+|
SECOND SURFACE BACK SPRAYED
TO MATCH ARLOW 4500-001 RED
178" AcM gack —t
wnite LEDs
(063° ALUMINUM RETURN
INSIDE wire
OUTSIDE PTH ARLON
4500-001 RED)
LED power supply
|
aur
Total Face Helgnt
L
Single Face Aluminum Sign
DISCONNECT swiTcH —}}—
Fasteners as required
{per wall concition)
\
Weep holes per UL48 with battles
Mounting surface
en pele gens i
ILLUMINATED BUILDING SIGN
SCALE: NTS SIDE SECTION VIEW
Bill Information Project Information
Brake Masters of Sacramento, Inc. Project: Job Name
6179 E. Broadway Blvd.
Tucson, AZ 85711-4208
(520) 512-0000
Shalom Latin
shalom.latin@brakemasters.com
Date: 02.28.2022
SCALE: NTS
| PMS 485c | Red P
| Spray
Approval
Owner Date
| have reviewed all renderings and | am satisfied with the
look and the scope of work listed within,
CONCEPT
This rendering is property of Promotion Plus Sign Co., Inc.
and cannot be reproduced without written consent of owner
Brakemasters
er SS
17-1 574
yous" (9215) 4
10-0" (120) tenant panels bind
120”
7 i
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9-6 6)
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She rg ts trans Chad 60h I sh Bove aren
(Semen bo court beeen ie er eT
MID Faces (Monument Location TBD)
W1)ONE DOUBLE FACE ILLUMINATED MONUMENT DISPLAY
Soar Riche vers cate ners pret Ms Pah A Sat socom "Peek dee,
| Existing Sign
TBD
7 usvina patted
“extarnen Brow
aw 2805
macium martes tin
Aasnirus pected
"Craters in
Brom?
‘Sw 2035
medurn mornea fear
| Night View :
Prosreocestithrintion
T- Ataminum painted
Brecwin witlens
‘Nomadic Detet
fw 8107
mmadum mentex
Purrecent ihumownae
P~ Cutured stone
Aluminum Face With Front Illuminated Pushthrough
3/4” Clear Acrylic With Vinyl First Surface
Install On Existing Sign
PROMOTION PLUS — 10? L2cation
SIGN CO., INC. 3046 E Riggs Rd,
“Thse Imaging Experts" Chandler, Arizona 85249
21034 Osborne St.
Canoga Park, CA 91304
{P) 818.993.5406
(F) 818.993.3174
ict
State License: 853228
Project Information
Bill Information
Brake Masters of Sacramento, Inc. Project: Job Name
6179 E. Broadway Blvd.
Tucson, AZ 85711-4208
(520) 512-0000
Shalom Latin
shalom.latin@brakemasters.com
Date: 02.28.2022
Night view (intensity may vary)
Cabinet
|
fs
|
|
|
Reface Existing
Lexann/Poly
PMS 485c
Approval
Owner Date
| have reviewed all renderings and | am satisfied with the
look and the scope of work listed within.
This rendering is property of Promotion Plus Sign Co., Inc.
and cannot be reproduced without written consent of owner
CONCEPT
CIVIL IMPROVEMENT PLAN
PRELIMINARY IMPROVEMENT PLAN for
BRAKE MASTERS - RIGGS AND GILBERT
NEC RIGGS ROAD & GILBERT ROAD CHANDLER, ARIZONA
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REVISION
A PORTION SOUTHWEST QUARTER OF SECTION 30, TOWNSHIP 2 SOUTH, RANGE 6 EAST OF THE |
GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA gi
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pl WI THE SW 1/4 OF THE SW 1/4 OF SECTION 30,
a T.25, RG Ey G.&S.RMay
wi CITY OF CHANDLER, MARICOPA COUNTY, ARIZONA
NORTH
a LOCATION MAP a
G) MILE
eet -
PROJECT OVERVIEW
PROJECT INFORMATION LEGAL DESCRIPTION DRYWELL CALCULATIONS LEGEND OWNER/DEVELOPER
PROJECT DESCRIPTION: LOT 1B2; DRYWELL DISSIPATION RATE = 0,4 CFS HEIGHT PROPERTIES, LLP
THE PROJECT CONSISTS OF THE CONSTRUCTION OF ANEW SINGLE-STORY VEHICLE PORTION OF LOT 1B GF MESQUITE GROVE DISCOUNT TIRE, ACCORDING TO BOCK —T 777 PROLECT RIGHT-OF-WAY NEW ASPHALT 6719 EAST BROADWAY BOULEVARD
SERVICE BUILDING WITH ALL REQUIRED GRADING & DRAINAGE, UTILITY AND PAVING 1437 OF MAPS, PAGE 20, RECORDS OF MARICOPA COUNTY, ARIZONA, LOCATED IN. TIME SEC] = VOLUME [CFI / RATE [CFS] ens EXISTING RIGHT-OF-WAY NeW CONCRETE TUCSON, ARIZONA 85741
y “OPA COUNTY, ARIZONA, OFFSITE a JIM EG
ADORESS: BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: TOTAL VoLuMe Saou cre PROJECT/NEW PROPERTY LINE NEW WALL
NEC RIGGS ROAD & GILBERT ROAD BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 1 — --— __ EXISTING PROPERTY LINE NEW CURB CIVIL ENGINEER
CHANDLER, ARIZONA 85249
APN: 304-82-988
ZONING: PAD
SITE AREA: 102,260 SF {2.348 AC)
SURVEY NOTES
4, THE SURVEY FOR THIS PROJECT WAS PERFORMED BY:
‘SUPERIOR SURVEYING SERVICES, INC.
24.22 WEST LONE CACTUS DRIVE, SUITE 11
PHOENIX, ARIZONA 85027
PH: 623-869-0223
CONTACT: PAVIO S, KLEIN, ALS.
‘THE BASIS OF BEARINGS FOR THIS PROJECT |S THE MONUMENT LINE OF RIGGS
ROAD, ALSO BEING THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION
30, USING A BEARING OF SOUTH 90°00'00" WEST PER THE MINOR LAND DIVISION
FOR MESQUITE GROVE DISCOUNT TIRE, BOOK 1437 OF MAPS, PAGE 20, RECORDS.
OF MARICOPA COUNTY, ARIZONA,
3, THE BASIS OF ELEVATION FOR THIS PROJECT IS THE CITY OF CHANDLER SURVEY
BENCHMARK NO. 54A BEING A 3" BRASS CAP IN CONCRETE 79 FEET SOUTH AND
65 FEET WEST OF INTERSECTION OF RIGGS ROAD AND GILBERT ROAD, 2 FEET
WEST OF BACK OF CURB HAVING AN ELEVATION OF 1253.53', NAVD88.
BENCHMARK
‘THE BENCHMARK USED FOR THIS PLAN |S THE CITY OF CHANDLER SURVEY
BENCHMARK NO, 54A BEING A 3" BRASS CAP IN CONCRETE 79 FEET SOUTH AND 65
FEET WEST OF INTERSECTION OF RIGGS ROAD AND GILBERT ROAD, 2 FEET WEST OF
BACK OF CURB HAVING AN ELEVATION OF 1253.53', NAVD88,
THENCE SOUTH 90°C0'00" WEST, ALONG THE SOUTH LINE OF SAID LOT 18 A
DISTANCE OF 178,27 FEET;
THENCE SQuTINUING ALONG SAID SOUTH LINE, NORTH 00°00'00" EAST, A DISTANCE
THENCE CONTINUING ALONG SAID SOUTH LINE, NORTH 90°00'00" WEST, A
DISTANCE OF 94,04 FEET;
tH ENCE DEPARTING SAID SOUTH LINE, NORTH 00°19'52” WEST, A DISTANCE OF
THENCE SOUTH 89°40'08" WEST, A DISTANCE OF 19.00 FEET;
THENCE NORTH 00°19'52" WEST, A DISTANCE OF 91,00 FEET;
THENCE NORTH 89°40'08" EAST, A DISTANCE OF 19.00 FEET;
‘THENCE NORTH 00°19'52" WEST, A DISTANCE OF 42.25 FEET TO A POINT ON THE
NORTH LINE OF SAiO LOT 2
THENCE ALONG THENCE ALONG ‘THE LOT LINE OF SAID LOT 18 THE REMAINING
COURSES;
THENCE SOUTH 90°00'00" EAST, A DISTANCE OF 31,87 FEET;
THENCE NORTH 00°18'S4" WEST, A DISTANCE OF 20.83 FEET;
‘THENCE NORTH 90°00'00" EAST, A DISTANCE OF 66.62 FEET;
THENCE NORTH 00°00'00" EAST, A DISTANCE OF 8.17 FEET;
THENCE NORTH 90°00'00" EAST, A DISTANCE OF 188.20 FEET;
THENCE SGUTH 00! EAST, A DISTANCE OF 268,07 FEET;
THENCE SOUTH 90° WEST, A DISTANCE OF 11.35 FEET:
‘THENCE SOUTH 00°00'00" EAST, A DISTANCE OF 94.01 FEET TO THE POINT OF
BEGINNING.
PROJECT RETENTION
REQUIRED RETENTION (100-YEAR, 2-HOUR}
VOLUME {CF] = Cx (P [IN] / 12} x AREA [SF] x 110%.
OFFSITE
‘Cw = (0.5 x 15,480 SF) + (0.95 x 23,200 SF } / 38,680 SF
w= 0.77
V= 0.77 x (2.2/12) x 38,680 x LA
V= 6,006 CF
PROVIDED RETENTION:
SURFACE BASIN: 4,050 CF + 2,020 CF =
ONSITE
cow
3,070 CF
(0.5 x 3,937 SF) + (0.95 x 33,945 SF) / 37,882 SF
Cw=0.90
0,90 x (2.2/12) x 37,882 x 1.1
875 CE
PROVIDED RETENTION:
SURFACE BASIN: 430 CF
t= 6,006 / 0.1 = 60,060-SEC = 16,7 HOURS.
‘ONSITE {NEW DRYWELL)
TOTAL VOLUME = 6,006 CF
t= 6,875 / 0.1 = 68,750 SEC = 19.1 HOURS
DRAINAGE STATEMENT
“SITE IS IN A SPECIAL FLOOD HAZARD AREA - NO
-OFFSITE FLOWS AFFECT THIS SITE - YES, RIGGS ROAD HALF ROW.
-RETENTION PROVIDED IS 100-YEAR, 2-HOUR
-EXTREME STORM OUTFALLS THE SITE AT THE SOUTH PARKING LOT AT THE
ELEVATION OF 1254.30,
FLOODPLAIN INFORMATION
ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD.
INSURANCE RATE MAP PANEL NUMBER 04013C3106M, DATED NOVEMBER 4, 2015
‘THE PARCEL JS LOCATED IN THE ZONE X {SHADED} AREA, WHICH IS DEFINED AS
AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD
WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS
‘THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL
CHANCE FLOOD,
ROADWAY CENTERLINE
EXISTING EASEMENT
EXISTING CONTOUR
NEW CONTOUR
EXISTING CONCRETE
EXISTING WALL
EXISTING CURB
EXISTING PAINT STRIPE
EXISTING FENCE
EXISTING STORM DRAIN PIPE
EXISTING UNDERGROUND ELECTRIC
EXISTING COMMUNICATION LINE
EXISTING OVERHEAD ELECTRIC
EXISTING SEWER LINE
EXISTING WATER LINE
EXISTING FIRE SERVICE
EXISTING SEWER MANHOLE
EXISTING WATER STUB.
EXISTING WATER VALVE
EXISTING WATER METER
EXISTING BACKFLOW PREVENTER
EXISTING FIRE HYDRANT
EXISTING FIRE CONNECTION
EXISTING FIRE BACKFLOW PREVENTER
EXISTING STORM DRAIN MANHOLE
EXISTING DRYWELL
EXISTING STREET LIGHT
FFE/EF
NEW PAINT STRIPE
(NEW STORM DRAIN PIPE
(NEW SEWER LINE
NEW WATER LINE
NEW FIRE SERVICE
(NEW SEWER CLEANOUT
(NEW WATER VALVE
NEW WATER METER
NEW BACKFLOW PREVENTER
NEW FIRE BACKFLOW PREVENTER
NEW WATER STUB
NEW SINGLE CHAMGER DRYWELL
SURVEY MONUMENT AS NOTED
SPOT ELEV. (EXIST. GRADE)
SPOT ELEV, {NEW GRADE}
RIGHT-OF-WAY
BACK OF CURB
BACK OF SIDEWALK
RECORDED VALUE
MEASURED VALUE
PAVEMENT (ASPHALT)
CONCRETE
GUTTER
TOP OF CURB
FINISHED GRADE
Low POINT
HIGH POINT
GRADE BREAK
FINISHED FLOOR ELEVATION
CYPRESS CIVIL DEVELOPMENT
4450 NORTH 12TH STREET, #228
PHOENIX, ARIZONA 85034
PH: 623-282-2498
ATTN: JEFF HUNT, PE
ARCHITECT
KP ARCHITECTURE, LLC
11635 EAST TANQUE VERDE ROAO
TUCSON, ARIZONA 85749
PH: 520-982-2019
ATTN: KEVIN PETRICK
UTILITIES
ware CITY OF CHANDLER
CITY OF CHANDLER
ELECTRIC: SALTRIVER PROJECT
GAS: SOUTHWEST GAS
TELEPHONE: CENTURYLINK
COX COMMUNICATIONS
SHEET INDEX
1, COVER SHEET
2. GRADING AND DRAINAGE PLAN
3. ONSITE UTILITY PLAN
DATE
NO.
PRELIMINARY IMPROVEMENT PLAN for
BRAKE MASTERS - RIGGS AND GILBERT
NEC RIGGS ROAD & GILBERT ROAD CHANDLER, ARIZONA
cover
39 STORMTECH MC-3500 CHAMBERS: 6,825 CF DATE (04-19-2022
TOTAL PROVIDED RETENTION : 7,255 CF EXISTING ELECTRIC PULL BOX 103 NO 21213
EXISTING UTIUTY POLE
SHEET NUMBER
EXISTING UNKNOWN UTILITY
enor Gon SEOAIO8 1 3
oF
THESE PLANS ARE PRELIMINARY AND ARE NOT FOR CONSTRUCTION OR RECORDING