FP21-02 Brooklyn Bedding Final Plat Exhibit

NOTES

1. THIS SUBDIVISION IS LOCATED WITHIN THE CITY OF
GLENDALE WATER SERVICE AREA WHICH HAS BEEN
DESIGNATED AS HAVING AN ASSURED WATER SUPPLY UNDER
A.R.S. SECTION 45-576.

2. ALL NEW UTILITIES AND ALL EXISTING UTILITIES, EXCEPT
ELECTRICAL TRANSMISSION LINES CARRYING 69 KV OR MORE,
WITHIN OR CONTIGUOUS TO THIS SITE, SHALL BE PLACED
UNDERGROUND.

3. EXCEPT FOR CONSTRUCTION AND IMPROVEMENTS BY
GOVERNMENTAL ENTITIES AND CERTIFIED PUBLIC UTILITIES,
CONSTRUCTION AND IMPROVEMENTS WITHIN EASEMENTS SHALL
BE LIMITED TO ONLY THE FOLLOWING:

A. WOOD, WIRE, OR REMOVABLE SECTION TYPE FENCING.

B. CONSTRUCTION, STRUCTURES OR BUILDINGS EXPRESSLY
APPROVED IN WRITING BY ALL PUBLIC UTILITIES AND THE CITY
OF GLENDALE WHICH USE OR SHALL USE THE UTILITY
EASEMENT.

4. ALL LANDSCAPE TRACTS AND LANDSCAPE WITHIN ARTERIAL
AND COLLECTOR STREETS DEDICATED BY THIS PLAT SHALL BE
MAINTAINED BY THE DEVELOPMENT HOMEOWNER’S
ASSOCIATION.

5S. FIRE DEPARTMENT ACCESS AND WATER SUPPLY
REQUIREMENTS SHALL BE IN PLACE PRIOR TO THE START OF
VERTICAL CONSTRUCTION.

TOTAL LAND USE
TOTAL NUMBER OF LOTS
TOTAL NUMBER OF TRACTS 0

=

BROOKLYN |

A FINAL PLAT

OF

BEDDING

A SINGLE LOT SUBDIVISION LOCATED IN THE NORTHEAST QUARTER OF SECTION 17,
TOWNSHIP 02 NORTH, RANGE O02 EAST OF THE GILA AND SALT RIVER BASE AND MERIDIAN,
MARICOPA COUNTY, ARIZONA

BETHANY HOME ROAD

S5TH AVENUE

MONTEBELLO AVENUE

NORTHEAST
QUARTER
SEC. 17

TO2N, RO2ZE

VICINITY_MAP.

MISSOURI AVENUE

51ST AVENUE

LAND USE TABLE

TOTAL AREA OF LOT 41.3706 ACRES 1,802,107 SF

PUBLIC RIGHT OF WAY 1.4433 ACRES 62,867 SF

TOTAL GROSS AREA 42.8139 ACRES 1,864,974 SF

REFERENCE DOCUMENTS

(R1) — BOOK 152 OF MAPS, PAGE 45, MCR
(R2) — BOOK 689 OF MAPS, PAGE 18, MCR
(R3) — BOOK 1014 OF MAPS, PAGE 07, MCR
(R4) — BOOK 1379 OF MAPS, PAGE 32, MCR
(R5) — BOOK 1401 OF MAPS, PAGE 42, MCR

LEGEND
— SECTION LINE

—_—_ a —,, MONUMENT LINE
PROPERTY LINE
OTHERS PROPERTY LINE
—_ — — — — EASEMENT

(e) BRASS CAP IN HANDHOLE

© BRASS CAP (OR AS NOTED)
fe]
e

REBAR (AS NOTED)
SET 1/2” REBAR WITH CAP

DOC. DOCUMENT

FND. FOUND

MON. MONUMENT

MCR MARICOPA COUNTY RECORDER
PUE PUBLIC UTILITY EASEMENT

R/W RIGHT OF WAY

SEC. SECTION

T.C.E. TEMPORARY CONSTRUCTION EASEMENT
WLE WATER LINE EASEMENT
(C) CALCULATED BEARINGS/DISTANCES
(M) MEASURED BEARINGS/DISTANCES

(R#) RECORDED BEARINGS/DISTANCES

NOT TO SCALE

DEDICATION
STATE OF ARIZONA )

) ss
COUNTY OF MARICOPA _ )

KNOW ALL MEN BY THESE PRESENTS THAT:

BETHANY HOME INDUSTRIAL, LLC, A DELAWARE LIMITED LIABILITY
COMPANY, AS OWNER, HAS SUBDIVIDED UNDER THE NAME OF
"BROOKLYN BEDDING” A SINGLE LOT SUBDIVISION AND LOCATED IN
THE NORTHEAST QUARTER OF SECTION 14, TOWNSHIP O02 NORTH,
RANGE 02 EAST OF THE GILA AND SALT RIVER BASE AND
MERIDIAN, MARICOPA COUNTY, ARIZONA, AS SHOWN AND PLATTED
HEREON AND HEREBY PUBLISHES THIS PLAT AS AND FOR THE
PLAT OF "BROOKLYN BEDDING” A SINGLE LOT SUBDIVISION, AND
HEREBY DECLARES THAT SAID PLAT SETS FORTH THE LOCATION
AND GIVES THE DIMENSIONS OF THE LOTS, STREET AND
EASEMENTS CONSTITUTING THE SAME, AND THAT EACH LOT AND
STREET SHALL BE KNOWN BY THE NUMBER, LETTER OR NAME
GIVEN EACH RESPECTIVELY ON SAID PLAT. BETHANY HOME
INDUSTRIAL, LLC, A DELAWARE LIMITED LIABILITY COMPANY, AS
OWNER, HEREBY DEDICATES TO THE PUBLIC, FOR USE AS SUCH,
THE STREET AND EASEMENTS AS SHOWN ON SAID PLAT AND
INCLUDED IN THE ABOVE DESCRIBED PREMISES.

PUBLIC UTILITY EASEMENTS ARE HEREBY DEDICATED TO THE
PUBLIC IN, OVER, AND UNDER THOSE AREA DESIGNATED HEREON,
FOR THE INSTALLATION, MAINTENANCE, REPAIR, AND REMOVAL OF
NECESSARY UTILITIES. PUBLIC UTILITY PROVIDERS LOCATING
UTILITY FACILITIES IN THIS PUBLIC UTILITY EASEMENT SHALL
COMPLY WITH THE CODES AND REGULATIONS OF THE CITY OF
GLENDALE, ARIZONA. SUCH PUBLIC UTILITY PROVIDERS SHALL BE,
AND REMAIN, RESPONSIBLE FOR THE CONSTRUCTION, OPERATION,
MAINTENANCE, AND REPAIR OF THEIR UTILITY FACILITIES.

WATER EASEMENTS ARE HEREBY DEDICATED TO THE CITY OF
GLENDALE IN, OVER, AND UNDER THOSE AREA DESIGNATED
HEREON, FOR THE INSTALLATION, MAINTENANCE, REPAIR, AND
REMOVAL OF WATER LINES.

IN WITNESS WHEREOF:

BETHANY HOME INDUSTRIAL, LLC, A DELAWARE LIMITED LIABILITY
COMPANY, AS OWNER, HAS HEREUNDER CAUSED ITS NAME TO BE
SIGNED AND THE SAME TO BE ATTESTED BY THE SIGNATURE OF
JOHN MERWIN, AN AUTHORIZED REPRESENTATIVE THEREUNTO DULY
AUTHORIZED THIS DAY OF 20

OWNER/AUTHORIZED SIGNER

ACKNOWLEDGMENT.
STATE OF ARIZONA
ss

COUNTY OF MARICOPA _ )

BEFORE ME THIS ___ DAY OF , 20 ,

JOHN MERWIN PERSONALLY APPEARED BEFORE ME, THE UNDERSIGNED
NOTARY PUBLIC, WHO ACKNOWLEDGED HIMSELF TO BE AN AUTHORIZED
REPRESENTATIVE OF BETHANY HOME INDUSTRIAL, LLC, A DELAWARE
LIMITED LIABILITY COMPANY, THE LEGAL OWNER OF THE PROPERTY
PLATTED HEREON AND ACKNOWLEDGE THAT HE, AS AUTHORIZED
SIGNING AGENT, EXECUTED THIS INSTRUMENT FOR THE PURPOSES
HEREIN CONTAINED.

IN WITNESS WHEREOF, | HEREUNTO SET MY HAND AND OFFICIAL SEAL.

NOTARY PUBLIC

MY COMMISSION EXPIRES:__. _

SURVEYOR NOTES

1—FIELDWORK WAS COMPLETED ON 07/21/2019.

2-ALL BEARINGS AND DISTANCES ARE CALCULATED UNLESS
OTHERWISE NOTED.

3-THIS SURVEYOR HAS MADE NO INDEPENDENT SEARCH FOR
TAXES, ASSESSMENTS, RESERVATIONS IN PATENT, EASEMENTS,
RIGHTS OF WAY, ENCUMBRANCES, LIENS, COVENANTS,
CONDITIONS OF RESTRICTIONS OR ANY OTHER RECORD
INFORMATION THAT MAY BE DISCLOSED BY A CURRENT TITLE
REPORT OR OTHER RESEARCH.

OQWNER/DEVELOPER

BETHANY HOME INDUSTRIAL, LLC
4455 W. CAMELBACK ROAD
PHOENIX, AZ 85031

CONTACT: JOHN MERWIN

ENGINEER

WARE MALCOMB

2777 E. CAMELBACK RD, SUITE 325
PHOENIX, AZ 85016

CONTACT: MATTHEW KUEHN

PHONE: 480-767-1001

BASIS OF BEARING

THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 17,
TOWNSHIP 02 NORTH, RANGE 02 EAST OF THE GILA AND SALT
RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA BEARING
$89'27'28"E. (ASSUMED BEARING)

PRELIMINARY_PLAT_ CONFORMANCE

| HEREBY CERTIFY THAT THIS PLAT HAS BEEN PREPARED IN
GENERAL CONFORMANCE TO THE PRELIMINARY PLAT OF THIS
SUBDIVISION APPROVED BY THE CITY OF GLENDALE PLANNING
AND ZONING COMMISSION.

BY:

PLANNING DIRECTOR DATE.
CITY OF GLENDALE

IMPROVEMENT ASSURANCES

| HEREBY ACKNOWLEDGE THAT THE ENGINEERING PLANS FOR
PUBLIC IMPROVEMENTS ASSOCIATED WITH THIS SUBDIVISION HAVE
BEEN APPROVED AND THAT ALL NECESSARY ASSURANCES FOR
THESE IMPROVEMENTS HAVE BEEN RECEIVED IN A FOR
ACCEPTABLE TO THE CITY..

BY:

CITY ENGINEER OR DESIGNATE DATE

CITY APPROVALS

APPROVED BY THE CITY OF GLENDALE, ARIZONA,
DAY OF

—— ,

20

MAYOR DATE

ATTEST: CITY CLERK DATE

SURVEYOR CERTIFICATE

I, SHANE R. BARNETT, A DULY LICENSED
LAND SURVEYOR IN THE STATE OF ARIZONA
DO HEREBY CERTIFY THAT THIS DRAWING IS
BASED ON A SURVEY PERFORMED BY ME OR
UNDER MY DIRECT SUPERVISION DURING THE
MONTH OF NOVEMBER, 2020 AND IS TRUE
AND CORRECT TO THE BEST OF MY
KNOWLEDGE AND BELIEF.

SHANE R. BARNETT
ARIZONA R.L.S. 50618

BARNETT LAND SURVEYING, LLC JOB NO: LS19-—0701

201 WEST STANFORD AVENUE
GILBERT, ARIZONA 85233
PHONE: (602) 510-7797

DRAWN BY: SRB

E-MAIL: SHANE@BARNETTSURVEY.COM REVIEW BY: SRB

A FINAL PLAT OF
BROOKLYN BEDDING

DATE: 11/11/2020 | REV: 1 SHEET: 1 OF 2

A FINAL PLAT OF

BROOKLYN BEDDING

LOCATED IN THE NORTHEAST QUARTER OF SECTION 17, TOWNSHIP O02 NORTH, RANGE O02 EAST OF

SIDEWALK LINE TABLE THE GILA AND SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA
LINE | BEARING | DISTANCE 957.26" 101.33" ;
SW1 | $67°27'28"E 18.69” So 488.07
one $89°27'28"E 77.00’ wy sw2 & \
N45°32’32"E 9.90’
IRRIGATION EASEMENT
DETAIL E PARCEL 2 OF
NOT TO SCALE Ng9°26'26” DOC. 2006-1347941, MCR
ia _ _ = SBO7 28°EM) 2685.85'(R3) REALIGNED IRRIGATION LINE
$89°30'03"E(M) 2687.69(M) o_o - — 67150 — — me _ _ a _ _ _ _ _2685.98'(M) _ __ DOCKET 15758, PAGE 430, MCR
NORTH QUARTER CORNER 19 BETHANY HOME ROAD 55’ RIGHT OF WAY 1515.99" 7 \ 7 7 \" ~ 7 574.50" 7 Bar
NORTHWEST QUARTER SEC. 17, T2N, R2E te $8927 28"E 1446-65" nen pepe’ = NORTHEAST CORNER
SEC. 17, T2N, R2E eee 55 AN We a
| FND. CITY OF GLENDALE FND. CITY OF GLENDALE SSE SEnEnnETEnSTnnieiaeieia ie I O17 4 IF , SEC. 17, T2N, R2E
ol A | BRASS CAP HANDHOLE \ ; E30 \SSIDEWALK EASEMENT 509.247 =~ aN FND. BRASS CAP HANDHOLE
BRASS CAP HANDHOLE WwW ol Io Ne [
2 El? E21 E25 Ny SEE DETAIL E WwW oA |
- E134 ©; 40 of Ta lo! Wd E348 x
0 Ness al ls N,N AlNiegl_ £28 | Lourdes ES ;
WLE LINE TABLE yap! w------ EIS My ENS fa eas ya gg 1 ® |
LINE [BEARING DIST. E54 | N89‘26’08"Ww | 280.00” Cfo TTT a ee pe — 2 E90 ~ TPL} | t0%x18' t.c.6.— |
-aq4p? SwnoP 7 OQ’ E88 © | ADOT RAM—060 |
E1__| No0°34’42”E | 267.27 E55 | s00°33'52"W |_17.37 yoy uw _ Fos] | | ~B-801
E2_|Nngg'26’36"w | 80.58} [E56 | N89°26’36"W| 20.00” Yo ® = E9015 «I I !
E3__|N44°26’36"W | __45.56’ E57 | NOO°33'52"E | _17.38" (0 oO [H__4] wo! | |
E4 | noo'33’24"e | 331.88"| |_E58 | ag‘26’08"w | 115.24’ me “ bez ul | | ae
E5__| n19°28'22"w | 102.21'| [E59 | $45°33'24"w | 85.60" | | reruns co} 1%
E6 ez ZA” > E60 ez zo,” > | | Ww + +
NOO'33'24"E | 114.61 $00°33'24"W | 96.61 I lo | | 3] OS
E7_|N29°44’29"E | _71.79’| [E61 | N89°26'36"w | 387.46’ ai 18 | | °
E8_ | Noo°33'24"E | 150.76’| [£62 | so0°33'24"w|_29.48" | | ; | | |
E9 | N4533'51"E | 128.51'| |_E63 | Ng9°26’08"w|_20.00" | tgs 20 WE, |
yw E10 | sgg°26’09"E | 42.96’| [£64 | NoO'33'24"E |__29.47’ | Se | | s
zz E12 | Noo'33'24"E | 16.52’| [E65 | N89°26’36"wW| 34.66’ y Feel Je N 7
| ALI E13 | s89°26'08"E | 20.00’} [E66 | s00°34’42”w | 188.27’ LQ! £2 CL s Ze]
® Zz 2S E14 | $00°33'24"W | __ 16.52’ £67 | $89'26'36"E | 20.08" 5 | 12 <O’ Yo ° 7128
g ip B) OF E15 | sag26'09"E | 279.42"| | E68 | s00'33'24"w | 20.00" @ ( / 7 ES B aeiiee
© Sale ee E16 | Noo'33'24E | 40.31'| [_E69 | N89‘26’36"w | 20.09” Bl 0 ie SHINS
“ % Bio wo E17 | s89°26’08"E | 20.00’} [E70 | so0°34’42”w | 59.00” “ol Jo (¢ | ceolyn
aN Tee E18 | soo'33’24”w | 40.31’| [E71 | Noo°33'24"E | 43.19” wil {90 || eNp. RepaR Ye wor |83
Inga E19 | sg9°26’09”E | 143.36’| [E72 | s89°26’36"E | 13.00" _| 20° we | | AFFIXED CAP |] Wid orl N
a E20 | Noo'33’24’E | _37.03'| [E73 | NoO°33'24”E | 20.00” ( | |x er Qa
E21 | s89°26’36"E | 20.00} [E74 | N89°26’36"W| 13.00” \ | jus Ld) S =o
E22 | soo'33’24”w |_37.03'| [E75 | No0°33'24"E | 269.52’ \ ‘4 | | if <|2
E23 | sgg9°26’09E | 118.21'| [E76 | sa9°26’36"E | 13.00” \ \ E78 I hega lla =I
| E24 | Noo'33’24’E | 40.31’| [E77 | Noo°33'24"E |__20.00° \ EB LOT 1 I Ee = || 4 Zz
ld E25 | s89°26'08"E | 20.00} [E78 | Na9°26’36"W| 22.33” eu ~ eis = tf © y
im > E26 | soo'33'24”w |__38.15'| [E79 | n19°28’22”w | _74.97’ | Bi | a2 <!
4 ry E27 | N68'03’51"E | 36.18'| [E80 | NOO'33'24"E | 105.88” I | | | Ng a
W = E28 | sg9°26’09"E | 62.72'| [E81 | N29°44’29"E |_71.79” | | | | Ss} ib
< x E29 | Noo'32'32"E | 74.63'| | £82|Noo'33'24"E | 4.45" | | | NT Weer
| = tp | E30 | s89°27'28"E | 20.00’} [£83 | sa9°26’36"F | 16.53’ || ola 0.7" DOWN |
® Te) E31 | so0°32’32’w |_74.64’| [£84 | Noo°33'24”E |__20.00 i io ahi AFFIXED CAP | |
red E32 | sg9°26’09"E | 43.85} [E85 | N89°26'36"W| 16.53” j tos | |
E33 | Noo'33'24’E | 12.00°} [£86 | NoO'33'24"E | 123.23’ al | | | i 7
E34 | sag26'08"E | 20.00°| [E87 | N45°33°51"E | 111.94” my | | | =
E35 | so0'33'24”w |__12.00'} [£88 | sa9'26’09"E | 654.45” im I pono eB J! =
| E36 | sg9°26’09"E | 326.14’| [E89 | N68‘03'51"E | 41.81’ ip | A ae ae Sy p----- ae = __ | =
w oe E37 | $00'33'52"w | 266.51'| [E90 | s89°26'09"E | 420.17" 2 1 Gs ES8 BL Ie ES4 BL is E50 SLI L=215.92 lig
i9 ez E38 | $45°33'52°w | _21.94'| [E91 | s00°33'52°w| 11.95" 3 | Es 4 SO ES2 R=600.00 2
0 bee E39 | s44:26'08"E | 17.25'| [E92 | sa9°26’36"E | 20.00 2 | at W Cy | 0=20°37'08 a
2 =o E40 | $45°33'52”w | 20.00°| [E93 | Noo'33’52"E | 11.95" |< (E72 = 9 ol! |
|Z Sa E41 |N44°26’08"w | 17.25’ £94 | sg9'26’09"E | __8.56’ Ia re) tela Fl Io
og E42 | $45°33’52”W | 80.18’ E95 | S00°33'52"W | 238.23’ \ %, ae 1 |i
os XO_ E105 tup i E101
Zz E43 | so0°33’52”w | 137.01'| [£96 | $45°33'52"w | 122.12’ So ee pos S|
E44 | seo-z6'08"E | _9.34’| [E97 | so0'33'52”w | 373.24’ oe f---2, SS 4 LINE TABLE
E45 | s00°33'52”w | 20.00°| [_E98 | Nsg‘26'08"w | 527.37’ 1oP coe i UNE | BEARING | DISTANCE
E46 | Ng9‘26’08"w|__9.34’| [| E99 | $45°33'24"w | 102.17’ | | £65 L1 | $3318'51"E 68.68"
E47 | S00°33'52”w | 239.86’ E100| $00°33'24"w | 84.89” | L=215.97 | 12 coghR EP ee
E48 | ng9°26'08"w |__20.00'|  |_E101| Ng9°26'36"W | _52.81° I le R=600.00 Nooo eee 35.00
Tam or nam 7 | Ie D=20°37'25”" L3__| NO0°29°55"E 55.00’
E49 | Noo'33’52”E | 11.91 E102] NOO'33'24"E |__10.23 ; / [4 | $3318°51"E 8072"
E50 | N89°26'08"W | _83.84’| [E103] Nag‘26’08"w | 20.00” ml | xe Ls | No0"29°55"E 30.00"
E51 | $00°33'52”w | 17.35'| [E104] soo'33'24"w | 10.23" i | =|5 Le | s51°08°58"W 57 55)
E52 | N89°26'36"W| 20.00°| [_E105| Nag‘26’36"w | 441.61’ || 3lS L7 1 s51°08°58"W 47 06
E53 | Noo'33’52"E | 17.35’ E106] N44°26’36"w | 28.99” ; Ef EIS, 81 $51°08°58"W 30 09
| cae! et? 2 im Lo | sosisie°w | 136.88"
SEE DETAIL A FND. COTTON PICKER IN POTHOLE | 20.002! |e IS w SEE DETAIL C _
(MONUMENT LINE FOR MONTEBELLO) SEE DETAIL B 3 , IN ty role 0 5
NG \ f= — ~177.88'— — —~_\ i _ pH — + __ /_1166.337_ ¥ 19
’ rom ° ? ”) 7 ? ——— Oo ro)
670.74 £ MONTEBELLO N89°2636"W | 1364.21 , © Ss)
N89°26'36"W 2682.97’ |
\ eno. COTTON PICKER IN POTHOLE BENT Peer MoT Tp \ exp CITY OF GLENDALE t| FD. REBAR IN POTHOLE Way \
» uJ .
w (SW COR, NORTH HALF, NORTHEAST QUARTER) WW END. CITY OF GLENDALE BRASS CAP HANDHOLE >| BENT NORTH BADLY 42 SEE DETAIL D
55 Z BRASS CAP HANDHOLE G er (NOT ACCEPTED) ZG
7 [e)
Fs 3 2 (MONUMENT LINE FOR MONTEBELLO) z Zz g 3
a ome)
oe + i) N Dt
\ 19 wo Pe) 10 ‘0 Be
Tor NY
eee NS
ISSS aan
| WEST QUARTER CORNER Prom
SEC. 17, T2N, R2E
Neotae' eat wiy pesos EAST QUARTER CORNER
54" .65(R4 SEC. 17, T2N, R2E
N89°25°42 Wh) 2680.73 thy? song 3” FND. BRASS CAP IN HANDHOLE
5” 26 A 7 _ _ _ _ _ _ _ _ _ N89°25'43"W(M) MISSOURI AVENUE 2679.97°(M)
CENTER OF SECTION 7 ~ ~ ~ ~ ~ — - —
SEC. 17, T2N, R2E
FND. IRON BAR IN POTHOLE
FND. COTTON PICKER ;
> \ IN POTMOLE «0 MONUMENTED LINE MONUMENTED LINE Ik
ey s omen go FND. REBAR | OF MONTEBELLO FND. CITY OF GLENDALE OF MONTEBELLO AT
alee N89°26'14"W 2682.97 N89°26'14"W__ 2682.97’ BRASS CAP HANDHOLE MONUMENTED LINE = N89°26'14"W __ 2682.97
19 LI gs —— _, = = = = —_| OF MONTEBELLO N89°26’36"W , .
8 N/P2 S N89°26'36"W 2682.97 N89°26'36"W 2682.97" N89°26"14"W 2682.97" J SECTION UNE 2682.97 BARNETT LAND SURVEYING, LLC JOB NO: LS19—0701
© S182 ; > SECTION LINE x 297 — 201 WEST STANFORD AVENUE
5 ING FND. COTTON CKER -ND. IRON ban N89°26"36"W 2687.97" ne = GILBERT, ARIZONA 85233 DRAWN BY: SRB
100 0 50. =: 100 2 | BENT EAST, SHOT TIP SECTION LINE PHONE: (602) 510-7797
SOUTH QUARTER CORNER 518251 1°W, 0,75" E-MAIL: SHANE@BARNETTSURVEY.COM | REVIEW BY: SRB
—— IANO. ofAS5 GaP IN HaNDHOLE DETAIL _A DETAIL B DETAIL _C DETAIL _D BROONLYN, BEDDINIC
-— cs — — _ NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE
CAMELBACK ROAD DATE: 11/11/2020 | REV: 1 SHEET: 2 OF 2