Preliminary Plat

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PRELIMINARY PLAT ~~
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GERMANN RD. & HAMILTON ST. Z oe :
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A PORTION OF THE SOUTHEAST QUARTER OF SECTION 3, TOWNSHIP 2 SOUTH, z 3 ON ws ze
RANGE 5 EAST OF THE GILA AND SALT RIVER BASE AND MERIDIAN, MARICOPA < g is 5
COUNTY, ARIZONA S gui
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GERMANN ROAD i J\e8
‘A PORTION OF THE SOUTHEAST QUARTER OF SECTION 3, TOWNSHIP 2 SOUTH, RANGE 5 EAST OF THE GILA COVER SHEET. 00s c ccc ce evevscvcvevsvveveveveevevevevenees Doe PPI LGE DESIGN BUILD NTS
AND SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA, BEING MORE PARTICULARLY DESCRIBED PRELIMINARY PLAT... 00.00.00 oss selec e eee eee een) ppg 1200 N 52ND STREET
AS FOLLOWS: PRELIMINARY PLAT Lee Lee vee vee . PP3 PHOENIX, ARIZONA 85008
COMMENCING AT A BRASS CAP IN HANDHOLE MARKING THE SOUTH QUARTER CORNER OF SAID SECTION 3 CONCEPTUAL COVER SHEET... ... peste peeeeee peste : a PHONE: (480) 996-4001
FROM WHICH A BRASS CAP IN HANDHOLE MARKING THE SOUTHEAST CORNER OF SAID SECTION 3 BEARS CONCEPTUAL GRADING AND DRAINAGE PLAN... - - vce eee e eee Levees £2203 CONTACT: BLAKE WELLS
SOUTH 89 DEGREES 59 MINUTES 50 SECONDS EAST, 2640.00 FEET, SAID LINE BEING THE BASIS OF BEARINGS CONCEPTUAL UTILITY PLAN. ..............000 0000 D2 SIS eas EMAIL: BWELLS@LGEDESIGNBUIILD.COM
FOR THIS DESCRIPTION;
THENCE NORTH 00 DEGREES 41 MINUTES 33 SECONDS EAST 60.00 FEET ALONG THE NORTH-SOUTH ARCHITECT SITE AREAS
MID-SECTION LINE TO THE NORTHWEST CORNER OF THAT PARCEL CONVEYED TO THE CITY OF CHANDLER IN EXISTING LEGEND PROPOSED LEGEND _ LGE DESIGN GROUP. NET SITE AREA: == 16.25 AC
WARRANTY DEED RECORDED IN DOCUMENT NO. 95-0733880, RECORDS OF MARICOPA COUNTY, ARIZONA, AND CENTERLINE _————_ CENTERLINE — 1200 N 52ND STREET GROSS SITE AREA: 19.22 AC
THE POINT OF BEGINNING: RIGHT OF WAY RIGHT OF WAY PHOENIX, ARIZONA 85008
THENCE NORTH 00 DEGREES 41 MINUTES 33 SECONDS EAST, 1264.49 FEET, CONTINUING ALONG SAID proreRTY LINE PROPERTY UNE COON: (EO ee onal
MID-SECTION LINE TO THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER EASEME! CONTOUR ACT:
OF SAID SECTION 3, MAJOR CONTOUR SEWER LINE EMAIL: JMOCARSKIGLGEDESIGNGROUP.COM
MINOR CONTOUR .
THENCE SOUTH 89 DEGREES 59 MINUTES 43 SECONDS EAST, 633.16 FEET, ALONG THE NORTH LINE OF SAID SANITARY SEWERLINE WATER LINE CIVIL ENGINEER CURRENT ZONING: PAD
SOUTHWEST QUARTER; WATERLINE. BACKFLOW DEVICE bX HUNTER ENGINEERING, INC.
THENCE SOUTH 00 DEGREES 44 MINUTES 39 SECONDS WEST, 1244.48 FEET, TO THE NORTH LINE OF THE UNDERGROUND ELECTRIC WATER METER a 10450 N. 74TH STREET, SUITE 200
SOUTH 80,00 FEET OF SAID SOUTHEAST QUARTER AND THE NORTHERLY LINE OF THAT CERTAIN IRRIGATION UNDERGROUND GAS FIRE HYDRANT ra) SCOTTSDALE, ARIZONA 85258
EASEMENT AS DESCRIBED IN DOCUMENT NO. 2003-1464759, RECORDS OF MARICOPA COUNTY, ARIZONA; UNDERGROUND TELEVISION PHONE: (480) 991-3985
STORM PIPE TAPPING SLEEVE & VALVE Ip CONTACT: LARRY TALBOTT
THENCE NORTH 89 DEGREES 59 MINUTES 50 SECONDS WEST, 35.00 FEET, ALONG SAID NORTH LINE; EMAIL: LTALBOTTGHUNTERENGINEERINGPC.COM
STREET LIGHT WATER VALVE 5
THENCE SOUTH 00 DEGREES 44 MINUTES 39 SECONDS WEST 20.00 FEET ALONG THE NORTH LINE OF THE
SOUTH 60.00 FEET OF SAID SOUTHEAST QUARTER AND THE NORTHERLY LINE OF THAT PARCEL CONVEYED TO TRAFFIC SIGN STORM DRAIN MANHOLE FEMA CLASSIFICATION
THE CITY OF CHANDLER IN WARRANTY DEED RECORDED IN RECORDING NO. 95-0733880, RECORDS OF SANITARY SEWER MANHOLE (s)
MARICOPA COUNTY, ARIZONA; EXISTING ALLEY ROW TO LL THE CURRENT FEMA FLOOD INSURANCE RATE MAP (FIRM) FOR THIS AREA, MAP NUMBER 04013C 2739M (EFFECTIVE
BE ABANDONED
THENCE NORTH 89 DEGREES 59 MINUTES 50 SECONDS WEST 597.02 FEET ALONG SAID NORTHERLY LINE To WATER VALVE @ REVISED DATE NOVEMBER 4, 2015), DESIGNATES THE PROPERTY WITHIN FLOOD HAZARD ONE AH
THE POINT OF BEGINNING; FIRE HYDRANT o ABANDONED PROPERTY --
UNE ZONE: _AH. IS DEFINED AS FLOOD DEPTHS OF 1 TO 3 FEET (USUALLY AREAS OF PONDING); BASE FLOOD ELEVATIONS
EXCEPT THAT PORTION CONVEYED TO THE CITY OF CHANDLER IN DOCUMENT NO. 2009-0000495, RECORDS OF G DETERMINED.
MARICOPA COUNTY, ARIZONA, DESCRIBED AS FOLLOWS: STORM DRAIN MANHOLE ©
COMMENCING AT THE SOUTH QUARTER CORNER OF SAID SECTION 3 AT WHICH A BRASS CAP IN HANDHOLE [COMMUNITY] PANEL # DATE OF FIRM| BASE FLOOD ELEVATION
WAS FOUND, AND FROM WHICH THE SOUTHEAST CORNER OF SAID SECTION 3 BEARS NORTH 88 DEGREES 57 NUMBER |PANEL DATEISUFFIX| (INDEX DATE)| FIRM ZONE _| (IN AO ZONE USE DEPTH)
MINUTES 51° SECONDS EAST A DISTANCE OF 2644.44 FEET, AND AT WHICH A BRASS CAP IN HANDHOLE WAS
FOUND, 04013C 2739 m | 1-4-2015 | ZONE x & AH N/A sa
OUND: RETENTION CALCULATIONS E
THENCE NORTH 00 DEGREES 20 MINUTES 48 SECONDS WEST ALONG THE WEST LINE OF SAID SOUTHEAST ‘ON-SITE AREA: 16.93 AC
QUARTER, A DISTANCE OF 60.00 FEET TO THE POINT OF BEGINNING; OFF-SITE AREA: 1.27 AC BENCHMARK wn
THENCE CONTINUING NORTH 00 DEGREES 20 MINUTES 48 SECONDS WEST ALONG SAID WEST LINE, A DISTANCE RETENTION REQUIRED: BENCHMARK IS SOUTH QUARTER CORNER SECTION 3, T.2S.,R.5E. FND 3” CITY OF CHANDLER BRASS CAP IN 2
OF 35.00 FEET; vR=(1.1)*(C)*(D/12)*(A), D=2.2 HANDHOLE. [o)
THENCE NORTH 88 DEGREES 57 MINUTES 51 SECONDS EAST ALONG A LINE 95,00 FEET NORTH OF AND VRONSrTe ct TiNOoaon a 2/ a) a3 33,851 CUFT. NAVD 88 EL = 1249.40 ze
PARALLEL WITH THE SOUTH LINE OF SAID SOUTHEAST QUARTER, A DISTANCE OF 40.00 FEET; yen eae ( oy .2/12)) )*(16.93) = o2
= 144, =
THENCE SOUTH 45 DEGREES 41 MINUTES 28 SECONDS EAST, A DISTANCE OF 28.12 FEET: BASIS OF BEARING
RETENTION PROVIDED: 5 = s
THENCE SOUTH 00 DEGREES 20 MINUTES 48 SECONDS EAST ALONG A LINE 60.00 FEET EAST OF AND “to BASIS OF BEARING FOR THIS SURVEY IS A BEARING OF SOUTH 89 DEGREES 59 MINUTES 50 SECONDS EAST,
PARALLEL WITH SAID WEST LINE, A DISTANCE OF 15.00 FEET; T840LF=10_UG RETENTION. 144,514 CUFT, ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 3, TOWNSHIP 2 SOUTH, RANGE 4 EAST OF He o
TOTAL PROVIDED................ 444,514 CUFT. THE GILA AND SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA. = ==
THENCE SOUTH 88 DEGREES 57 MINUTES 51 SECONDS WEST ALONG A LINE 60,00 FEET NORTH OF AND TOTAL REQUIRED . 144,450. CU.FT. Ww <t>N
PARALLEL WITH SAID SOUTH LINE, A DISTANCE OF 60.00 FEET TO THE POINT OF BEGINNING. TOTAL EXCESS Sar CUFT uw r & 0
‘ALL_EXISTING DRY UTILITY REMOVALS AND/OR RELOCATIONS TO SE COORDINATED WITH UTILITY OWNER, 5 ~@% >
2. THIS SUBDIVISION IS WITHIN CHANDLER MUNICIPAL AIRPORT IMPACT OVERLAY DISTRICT, AN AVIATION OR “ra [4
AVIGATION EASEMENT SHALL BE PROVIDED AT THE TIME OF FINAL PLATTING. wee elu
3. THE IMPROVEMENTS SHOWN ON THIS PLAT WILL NOT BE FULLY APPROVED BY THE CITY AND THE CERTIFICATE aw ZA
OF OCCUPANCY OR ACCEPTANCE WILL NOT BE ISSUED UNTIL THE OVERHEAD UTILITY LINE UNDERGROUNDING >
REQUIREMENT HAS BEEN SATISFIED. o 2d <a
4, THE IMPROVEMENTS SHOWN ON THE SET OF PLANS WILL NOT BE FULLY APPROVED BY THE CITY AND THE Zz
CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE IRRIGATION FACILITY UNDERGROUNDING Oo Zz
REQUIREMENT HAS BEEN SATISFIED. teva
5. THE FINAL PLAT FOR THIS SUBDIVISION WILL NOT BE APPROVED OR RECORDED UNTIL A RECLAIMED WATER USE =r
AGREEMENT IS EXECUTED BY THE DEVELOPER AND APPROVED BY THE CITY. Sw
6. VISIBILITY EASEMENT RESTRICTIONS: ANY OBJECT, WALL, STRUCTURE, MOUND OR LANDCAPING(MATURE) OVER wZoV
24” IN HEIGHT IS NOT ALLOWED WITHIN THE EASEMENT EXCEPT TREES TRIMMED TO NOT LESS THAN 6° ABOVE wi
THE GROUND. TREES SHALL BE SPACED NOT LESS THAN 8° APART. o re}
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(THESE PLANS ARE)
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WITHOUT AN
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PROJECT NAMI
GERMAN RD.
HAMILTON ST.

PLT21-0054

NORTHWEST CORNER OF THE-
SOUTHWEST QUARTER OF THE
SOUTHEAST QUARTER OF SAID \

SECTION 3 \
FND IRON BAR NO LD. \’

PROP 30° R/W

$89°59'43"E 633.16"

8 PUE

FND IRON BAR NO I.D.
N19"39'24"E. 0.46 |
NOT ACCEPTED |
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SIDEWALK
EASEMENT

HAMILTON STREET

ONSTRUCTION YAR!

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PROP 30° R/W H

28"E_ 1199.48"

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MATCH LINE SEE SHEET PP3

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s0'44'14"W 1214.41"

CHANDLER
ZONING PAD

303-28-001H

MUNICIPAL

NOTE:

40 80

SCALE 1"=40'

SEE CONCEPTUAL GRADING AND DRAINAGE
PLANS FOR ADDITIONAL INFORMATION AND

SECTIONS.

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PRELIMINARY PLAT
FOR
GERMANN RD. & HAMILTON
.E.C. OF GERMANN RD. & HAMILTON ST,
CHANDLER, ARIZONA

(THESE PLANS ARE)
NOT APPROVED FOR
CONSTRUCTION.
WITHOUT AN.
APPROVED SIGNATURE
FROM THE GOVERNING

\wunicipauty,

FE NO.: LGEC288
SCA 40"

208

PLT21-0054

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MATCH LINE SEE SHEET PP2
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FROM THE GOVERNING
(US uniceauty.
HE NO.: LGEC288
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PLT21-0054