Preliminary Plat

10/13/21 — 09:33am

C: \USERS\MIKEP\BOX SYNC\PREFLING ENGINEERING\PROJECTS\355 S. NEBRASKA\PL—PLAT.DWG

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A PORTION OF SECTION 33, TOWNSHIP 1 SOUTH, RANGE 5 EAST < = louse?
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GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA S = eZu<
CENTER OF SECTION , , W. FRYE RD a ae [a 5 s2y:
SECTION 33, T-1S, R—-5E _| W. = C weer
EAST 1/4 CORNER SECTION 33, T-1S, R—-5E 2 \ x ” be eos
FOUND 3” CITY OF CHANDLER BRASS CAP IN 7 < => 1 |9O5<6
HANDHOLE (DEPTH=0.8’) \ 8 o — 3 je} av
Ny = — — — — — — — _ FRYE ROAD _ N89°38'02"E 2674.61" _ _ _ _ se 5 Zz lu et <
955.52 (R-3) ? 382.40° BASIS OF BEARINGS 1337.19 2 w I &S 9
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| | APN: 303-07—008J e | < fe)
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| N89°_38’ 02” E 255.67 << yt
| | a” VICINITY MAP
| | | OS NOT TO SCALE
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| ; N89" 38’ 02” E 255.67
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iol) | | OWNER/DEVELOPER SITE DATA
| ! | | CHANDLER VILLAGE CROSSING LLC AP. NO
| ATIN: AMY MALLOY 303-07-_-008M
| | I 602-531-7762
| | | 1 | | AMALLOY@EVOLVEVENTURESPHX.COM Lot
| |
| 1
I! ! | ENGINEER ADDRESS
|| 33.0° | | 8 PREFLING ENGINEERING TBD 4435 E. Chandler Blvd
|| EXIST R/W | 1-63 4435 E. CHANDLER BLVD, SUITE 200 Suite 200
|| I J ety PHOENIX, AZ 85048 ZONING Phoenix, AZ 85048
| i | — } aok CONTACT PERSON: MIKE PREFLING MF—2 480-625-9795
E i | | <b. TEL. NO. 480-625-9795
| = | | 5Sa E-MAIL: mike@preflingeng.com LOT AREA (NET)
: 8 PUETN Zz. 59,084 SF / 1.35 AC
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| oy | | j= LOT AREA (GROSS) ? Cc
| | a : | x 66,741 SF / 1.53 AC -
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EXISTING 84” STORM fe roy Q | | LEGAL DESCRIPTION TT
DRAIN MAINLINE ~7 | " | = | THE EASTERLY 382.50 FEET OF THE NORTH HALF OF THE NORTHWEST 0)
| | || el | | QUARTER OF THE SOUTHEAST QUARTER OF SECTION 33, TOWNSHIP 1 SOUTH, oO c
i | a Q | uu RANGE 5 EAST OF THE GILA AND SALT RIVER BASE AND MERIDIAN, MARICOPA A.
| i 4! h | | Z COUNTY, ARIZONA; LL
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_ | | NI . + EXCEPT THE EASTERLY 82.50 FEET THEREOF; AND
¢ | | | a | ox EXCEPT THE SOUTHERLY 146.00 FEET THEREOF; AND < 2 L
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= | bo | EXCEPT THE NORTHERLY 284.00 FEET THEREOF; AND
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a 3 | [ EXCEPT THE WESTERLY 33.00 FEET THEREOF; AND
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Som i oo @ sw o EXCEPT THAT PORTION OF LAND AS CONVEYED IN QUIT-CLAIM DEED (ai
- wy _— 1 oe 2 RECORDED APRIL 18, 2018 IN RECORDING NO. 20180292477; AND x LLJ x
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| Z 1 1 | | 2oG S EXCEPT THAT PORTION OF LAND AS CONVEYED IN QUIT—CLAIM DEED z> SIN
. | @ ; | | <9 7) RECORDED APRIL 18, 2018 IN DOCUMENT NO. 20180292478; AND — he
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| | 8 | | 2.4 | EXCEPT THAT PORTION OF LAND AS CONVEYED IN QUIT—CLAIM DEED => (a) 3/2
| | ZN RECORDED APRIL 18, 2018 IN DOCUMENT NO. 20180292479; AND =—Z2 °
0’ 20’ 40’ 60’ | i; = wml 2\z
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a | ! | EXCEPT THAT PORTION OF LAND AS CONVEYED IN QUIT—CLAIM DEED Lu E E
| | RECORDED APRIL 18, 2018 IN DOCUMENT NO. 20180292480; AND oe s/s
SCALE IN FEET, || I | | ¢|a|@
SCALE: 1 = 20 | | | KT | EXCEPT THAT PORTION OF LAND AS CONVEYED IN QUIT—CLAIM DEED a 2/a|%
| | | | RECORDED APRIL 18, 2018 IN DOCUMENT NO. 20180292481. area
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| ! | ! | PROJECT DESCRIPTION 2 a N
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| | | | Mio NEW MULTIFAMILY W/ 1 & 2 BED UNITS. UNITS SHALL BE SS s = SN
| | t > 7 B 1 HOg _ a) s/) a
| 1 Sg07 30 507 W776.91° I S89° 33’ 53° W 79.89 el 2-—STORY W/ ATTACHED GARAGE AT LEVEL 1 3 3/8 N
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| | & EXISTING ALLEY i S00" 29" 12” W 1.86" | <b a. TOTAL NUMBER OF LOTS = 1 SI/§/215
| FE S a a — a a — — —_ ~-Sa “| e| O]
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NOT A PART >. TOTAL NUMBER OF UNITS: Q|aq|Uu;a
| | | | NOT A PART APN. sos sa NOT A PART APN: 303—07—008L ran) 1 BED =5
| I z APN: 303-07—033 c avon APN: 303-07—035 ZONED: SF-—8.5 | <x Gomftnet Arizona O17 at lest tex dul \\
; | @ | | ZONED: MF—2 ZONED: MF—2 ZONED: MF—2 | 2 BED / 1 BA = 3 working days 0 bagi excavation
| | | | | 2 BED / 2 BA = 8
a TOTAL = 16 ]
Call 811 of olfots Arizona811.com
SEAL
N89°34'17°E ELGIN. STREET 382.47’
— — — — — — £ NS — — — — — — — @
PRELIMINARY PLAT NOTES DRAINAGE STATEMENT
THIS SITE FALLS WITHIN THE DENVER BASIN, NO ONSITE
1. THE IMPROVEMENTS SHOWN ON THIS PLAT WILL NOT BE FULLY APPROVED BY THE CITY AND THE RETENTION IS REQUIRED. POSITIVE DRAINAGE TO NEBRASKA MICHAEL J
CERTIFICATE OF OCCUPANCY OR ACCEPTANCE WILL NOT BE ISSUED UNTIL THE OVERHEAD UTILITY LINE BENCHMARK FIRM INFORMATION: STREET SHALL BE DESIGNED. PREFLING.
UNDERGROUNDING REQUIREMENT HAS BEEN SATISFIED. 3. é
THE BENCHMARK USED FOR THIS SURVEY IS THE CITY OF FIRM MAP ID# — 04013C2740M © Sioned 2
2. THE IMPROVEMENTS SHOWN ON THE SET OF PLANS WILL NOT BE FULLY APPROVED BY THE CITY AND CHANDLER BENCHMARK NO. 36A, BEING A 3” BRASS CAP IN FIRM ZONE — X PON, ULE
THE CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE IRRIGATION FACILITY UNDERGROUNDING CONCRETE, LOCATED 150’ SOUTH, 75’ WEST OF THE DATE — 11/04/2015
REQUIREMENT HAS BEEN SATISFIED. INTERSECTION OF ARIZONA AVENUE & PECOS ROAD, HAVING EXPIRES: 9/30/22
AN ELEVATION OF 1222.45 NAVD 88. JOB NUMBER
3. VISIBILITY EASEMENTS RESTRICTIONS: ANY OBJECT, WALL, STRUCTURE, MOUND OR LANDSCAPING 100
(MATURE) OVER 24”IN HEIGHT IS NOT ALLOWED WITHIN THE EASEMENT EXCEPT TREES TRIMMED TO NOT
LESS THAN 6'ABOVE GROUND. TREES SHALL BE SPACED NOT LESS THAN 8’ APART. BASIS OF BEARING
THE BASIS OF BEARING IS THE MONUMENT LINE OF FRYE ROAD, ALSO SHEET
BEING THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 33,
USING A BEARING OF NORTH 89 DEGREES 38 MINUTES 02 SECONDS EAST,
PER THE RECORD OF SURVEY RECORDED IN BOOK 1121, PAGE 36, RECORDS OF
OF MARICOPA COUNTY, ARIZONA.
Cc.0.C. LOG NO: PLT2 1-0043 /