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City of EL MIRAGE CITY OF EL MIRAGE f Arizona GRA. WD HERITAGE, BRIGHT FUTURE) DEVELOPMENT APPLICATION FORM Official Use Case No: Date Received: Planning & Zoning Commission Meeting: City Council Meeting: PURPOSE Development Applications are reviewed by the Technical Advisory Committee (TAC) with the intent to provide the applicant specific information in preparation to meeting the City’s technical standards and requirements for the proposed development project. Information provided by TAC is based on applicant submittals and should be considered actual and detailed in nature. ACTION REQUESTED (Check one) ___. Conditional Use Permit ____ Site Plan Approval ___ General Plan Amendment: _— Major ___ Minor ____ Site Plan Amendment ___ Planned Area Development (PAD) ___ Preliminary Plat ___ Planned Area Development Amendment xX Final Plat ___ Rezoning ___ Other: PROPERTY INFORMATION: : sess a Name of Project: Qdleridae farms Acreage: +. B= Property Address/Location: Soutbuvert of Tat. & Gareenubeag Coan ot Dysar +t Coal Assessor’s Parcel Number: __ 90 |- 33 - 428 | -78 APPLICANT / OWNER INFORMATION: Applicant: = Davia. Bolin - BEY Growp Owner: Elq Development Address: 3302 _ E. Southern Aiteuas, Address: 29S W. Cenler St City/ST/Zip: [ese ,- AL BEL Cityst/zip. _ Provo, UT BYLo/ Phone: 490.444. (446 Phone: Bol. 392.2674 Email: Abe havoup cen Email: gare H@ Fraglev.com : : ~~) Pe Signature: h A Signature: (Agreement to act as agent for owner) (Authorization for agent to act for owner) ____ Application Form ____ Comprehensive Site Plan ___ Deed and/or Title Report ___ Drainage Report ____ A.L.T.A. Survey ___ Phase I Environment Site Assessment ___ Preliminary Landscape Plans ___ Filing Fee (see Fee Schedule starting on page 9) 5 Revised: September 2019 D:\ENGR\2019\00201910030 OAKRIDGE FARMS\DWG\CIVIL\FINAL\FINAL PLAT\00201910030FP01.dwg, 04/23/2020 3:54:40 PM ACKNOWLEDGMENT STATE OF ______ ) ss COUNTY OF _________ ) BEFORE ME THIS ____ DAY OF PERSONALLY APPEARED BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC, WHO ACKNOWLEDGED HIMSELF TO BE FIG DEVELOPMENT, LLC, THE LEGAL OWNER OF THE PROPERTY PLATTED HEREON, AND ACKNOWLEDGE THAT AS , EXECUTED THIS INSTRUMENT FOR THE PURPOSES HEREIN CONTAINED. IN WITNESS WHEREOF, | HEREUNTO SET MY HAND AND OFFICIAL SEAL. BY: EXPIRES: _____ NOTARY PUBLIC DEDICATION STATE OF ______ COUNTY OF _______ SS KNOW ALL MEN BY THESE PRESENTS: THAT FIG DEVELOPMENT, LLC, AS OWNER, HAS SUBDIVIDED UNDER THE NAME OF "OAKRIDGE FARMS”, A PORTION OF THE NORTHWEST QUARTER OF SECTION 11, TOWNSHIP 3 NORTH, RANGE 1 WEST 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 "OAKRIDGE FARMS”, A RESIDENTIAL MULTI-FAMILY SUBDIVISION, AND HEREBY DECLARES THAT SAID PLAT SETS FORTH THE LOCATIONS AND GIVES THE DIMENSIONS OF THE LOTS, TRACTS, INGRESS AND EGRESS EASEMENTS CONSTITUTING SAME, AND THAT EACH LOT, TRACT AND STREET SHALL BE KNOWN BY THE NUMBER OR LETTER GIVEN EACH RESPECTIVELY ON SAID PLAT. DEVELOPMENT, LLC, AS OWNER, HEREBY DEDICATES TO THE PUBLIC, FOR USE AS SUCH, THE STREETS AND EASEMENTS AS SHOWN ON SAID PLAT AND INCLUDED IN THE ABOVE DESCRIBED PREMISES. TRACTS "A THROUGH F” ARE HEREBY DECLARED AS COMMON AREA TO BE OWNED AND MAINTAINED BY THE HOMEOWNER’S ASSOCIATION. "A THROUGH F”. A PUBLIC UTILITIES EASEMENT, INGRESS AND EGRESS FOR REFUSE COLLECTION, EMERGENCY AND SERVICE TYPE ACCESS ARE HEREBY DEDICATED OVER TRACT A. FIG AN EASEMENT FOR DRAINAGE AND PUBLIC UTILITY IS HEREBY DEDICATED OVER TRACTS TRACT A IS HEREBY DEDICATED TO AND OWNED BY THE HOMEOWNERS ASSOCIATION (HOA) FOR THE PURPOSE OF PRIVATE STREETS/ACCESS. STREETS/ACCESS. ALL WATER AND SANITARY SEWER LINES AND APPURTENANCES WITHIN THE SUBDIVISION ARE PRIVATE UNLESS OTHERWISE NOTED. SEWER AND WATER MAINS, SERVICES AND APPURTENANCES. THE CITY OF EL MIRAGE IS HEREBY GIVEN AN EASEMENT FOR MAINTENANCE OF LANDSCAPING, RETENTION AND THIS EASEMENT MAY BE EXERCISED BY THE CITY OF EL MIRAGE AT SUCH DRAINAGE FACILITIES ON TRACTS A-F. THE HOMEOWNERS ASSOCIATION IS RESPONSIBLE FOR MAINTENANCE OF THE PRIVATE THE HOMEOWNERS ASSOCIATION IS RESPONSIBLE FOR MAINTENANCE OF THE PRIVATE SANITARY TIME THAT THE HOA FAILS TO EXIST AND PROVIDE THE REQUIRED MAINTENANCE AND OPERATION OF THE LANDSCAPING, RETENTION AND DRAINAGE FACILITIES. AS LONG AS THE HOA IS IN EXISTENCE, IT WILL BE RESPONSIBLE FOR PROVIDING ALL MAINTENANCE OF LANDSCAPING, RETENTION AND DRAINAGE FACILITIES, REGARDLESS OF THE DEDICATION OF THE EASEMENT. IN WITNESS THEREOF: FIG DEVELOPMENT, LLC, AS OWNER, HAS HEREUNDER CAUSED ITS NAME TO BE SIGNED AND THE SAME TO BE ATTESTED BY THE SIGNATURE OF AUTHORIZED THIS ____ DAY OF , 2020. BY: ITS: OWNER/AUTHORIZED SIGNER APPROVALS DATA ON THIS PLAT REVIEWED AND APPROVED THIS _______ DAY _ OF , 20 , BY THE CITY ENGINEER OF EL MIRAGE, ARIZONA. CITY ENGINEER THIS PLAT IS IN FULL COMPLIANCE WITH THE ORIGINAL PRELIMINARY PLAT APPROVED BY THE CITY OF EL MIRAGE PLANNING AND ZONING COMMISSION ON THE FINAL PLAT REVIEWED AND APPROVED THIS ____ DAY OF , 20 PLANNING AND ZONING COMMISSION CHAIRPERSON PLANNING DIRECTOR , ITS MEMBER THEREUNTO DULY TRACT TABLE SUMMARY ee DAY OF , 20 . THE NAME USE AREA SF TRACT’ | Rec ULI EREMENT | 147,309 TRACT ’E’ OF Ace aamocns 55,634 PUBLIC UTILITY ESMT TRACT 'F’ a i 24,950 PUBLIC UTILITY ESMT APPROVED BY THE CITY COUNCIL OF THE CITY OF EL MIRAGE, ARIZONA, THIS DAY OF , 20 MAYOR ATTEST: CITY CLERK N DYSART RD FINAL PLAT FOR OAKRIDGE FARMS EL MIRAGE, ARIZONA A PORTION OF NORTHWEST QUARTER OF SECTION 11, TOWNSHIP 3 NORTH, RANGE 1 WEST, OF THE GILA AND SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA W GREENWAY RD ZONE: UC APN 501—33-982A CELAYA PROPERTY MANAGEMENT LLC ZONE: UC ee T | a / Do | LOT 1 1 936 APN 501-33-981 3H> | APN 501~33-983 IP OASIS LLC 1 oy IP OASIS LLC APN 501—33-976 ZONE: UC Bos | ZONE: UC REALTY INCOME PROPERTIES LLC On Cc ZONE: UC z= | < L | | i APN 501—33-985 | IP OASIS LLC LOT 2 | APN 501-335-986 IP OASIS LLC ZONE: UC | LOT 3 APN 501-335-984 | IP OASIS LLC ZONE: UC FINAL PLAT NOTES 10. 11. NO CONSTRUCTION OF ANY KIND SHALL BE CONSTRUCTED OR PLACED WITHIN THE UTILITY EASEMENTS, EXCEPT UTILITIES, WOOD, WIRE, OR REMOVABLE SECTION TYPE FENCING, AND/OR PAVING, NOR ANY PLANTING EXCEPT GRASS. IT SHALL BE FURTHER UNDERSTOOD THAT THE CITY OF EL MIRAGE SHALL NOT BE REQUIRED TO REPLACE ANY OBSTRUCTION OR PLANTING THAT MUST BE_REMOVED DURING THE COURSE OF MAINTENANCE, CONSTRUCTION OR RECONSTRUCTION. ALL NEW AND EXISTING UTILITY, ELECTRICAL FACILITIES LESS THAN 69 KVA, CABLE T.V., TELECOMMUNICATIONS FIBER OPTICS, CELLULAR, GAS, ETC. SHALL BE INSTALLED UNDERGROUND AS PART OF THE STREET IMPROVEMENTS. MAINTENANCE OF SURFACE AND UNDERGROUND DRAINAGE FACILITIES WITHIN ALL TRACTS, EASEMENTS AND_RIGHTS—OF—WAY SHALL BE THE RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION. ALL LOT CORNERS SHALL BE MONUMENTED WITH 34” REBAR AND CAPPED OR_TAGGED BEARING THE REGISTRATION NUMBER OF THE SURVEYOR RESPONSIBLE FOR THEIR PLACEMENT. SIGNS, FENCES, WALLS, UTILITY BOXES, STRUCTURES, SHRUBS, HEDGES OR OTHER PLANTS, BUT EXCLUDING TREES OVER 30-INCHES IN HEIGHT SHALL NOT BE PERMITTED WITHIN VIEW EASEMENTS OR THE SIGHT DISTANCE TRIANGLES. NO LIMBS, LEAVES, NEEDLES OR OTHER FOLIAGE ABOVE 30-INCHES IN HEIGHT OR BELOW 84-INCHES ARE PERMITTED. THIS SUBDIVISION IS LOCATED WITHIN THE CITY OF EL MIRAGE WATER SERVICE AREA AND HAS BEEN DESIGNATED AS HAVING A 100—YEAR ASSURED WATER SUPPLY. THIS SUBDIVISION IS LOCATED WITHIN THE CITY OF EL MIRAGE SEWER SERVICE AREA. THIS SUBDIVISION IS LOCATED WITHIN THE VICINITY OF A MILITARY AIRPORT. THIS SUBDIVISION IS LOCATED IN THE VICINITY OF A DESIGNATED TRUCK ROUTE. wipaeet ROAD IS DESIGNATED AS A TRUCK ROUTE BY THE CITY NO_ STRUCTURE OF ANY KIND SHALL BE CONSTRUCTED OR ANY VEGETATION BE PLANTED, NOR BE ALLOWED TO GROW WITHIN THE DRAINAGE EASEMENT OR TRACT, WHICH WOULD IMPEDE THE FLOW OF WATER OVER, UNDER, OR THROUGH THE EASEMENT OR TRACT. AN ASSOCIATION, INCLUDING ALL PROPERTY OWNERS IN THE DEVELOPMENT, WILL BE FORMED AND HAVE THE RESPONSIBILITY FOR MAINTAINING ALL COMMON AREAS TO BE NOTED AS “TRACTS” OR EASEMENTS (INCLUDING LANDSCAPED AREAS AND DRAINAGE FACILITIES) IN ACCORDANCE WITH THE APPROVED PLANS. KEY MAP 1” = 120’ APN 501-33-944E DYSART UNIFIED SCHOOL DISTRICT NO 89 ZONE: MU LEGAL DESCRIPTION SHEET INDEX Tcsssseeetssesseeeeeee COVER SHEET a FINAL PLAT OWNER FIG DEVELOPMENT 295 W. CENTER PROVO, UT 84601 PHONE: 801.372 ATTN: GARRETT SEELY ENGINEER BFH GROUP 3707 E. SOUTHERN AVENUE MESA, ARIZONA, PHONE: 480.734 SURVEYOR HARVEY LAND P.O. BOX 10772 .1446 ATTN: DAVID M. BOHN W GREENWAY RD STREET .2077 N DYSART RD 85206 SITE | Q aa ) SEC 11 = TSN, |RIW = — lu Zz SURVEYING, INC. CASA GRANDE, ARIZONA, 85130 PHONE: 520.876 .4786 ATTN: COLIN D. HARVEY SERVICE PROVIDERS ELECTRIC : APS WATER : CITY OF EL MIRAGE SEWER : CITY OF EL MIRAGE POLICE : CITY OF EL MIRAGE FIRE PROTECTION: CITY OF EL MIRAGE PROJECT DATA TABLE PROPERTY LOCATION: 12945 W. GREENWAY ROAD EL MIRAGE, AZ 85335 ZONING: URBAN CORRIDOR (UC) APARTMENT UNITS — GROSS DENSITY: 24. 2,000 SF MIN. / 4,500 SF TYP 18.8% PROPOSED HIGH DENSITY RESIDENTIAL LOT SIZE: LOT COVERAGE: LAND USE: 3-STORY 1, 2 BEDROOM 194 UNITS TOTAL 28 UNITS / ACRE GROSS FOOTAGE: 347,985 S.F. / 7.99 ACRES OPEN SPACE: 123,075 S.F. / 2.83 ACRES % OPEN SPACE: 35.4% PROJECT DESCRIPTION "OAKRIDGE FARMS” IS A PROPOSED MULTI-FAMILY RESIDENTIAL DEVELOPMENT OF APPROXIMATELY 194 UNITS. THIS SUBDIVISION ARE THIS SITE IS ZONED UC. THE STREETS IN TO BE PRIVATE ROADS. AMENITIES WILL BE PROVIDED ON SITE AND MAINTAINED BY THE HOA. SURVEYOR NOTES 1—FIELDWORK WAS COMPLETED IN THE MONTH OF SEPTEMBER, 2019. 2—-ALL BEARINGS AND DISTANCES ARE MEASURED 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. W WADDELL RD VICINITY MAP N.T.S BASIS OF BEARING THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 11, TOWNSHIP 3 NORTH, RANGE 1 WEST OF THE GILA AND SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA BEARING NO0°40'25"wW. (ASSUMED BEARING) BENCHMARK THE NORTHEAST CORNER OF SECTION 10 TOWNSHIP 3 NORTH, RANGE 1 WEST OF THE GILA AND SALT RIVER BASE AND MERIDIAN, SAID POINT ALSO BEING GDAC PIONT NUMBER 30826-—1 DESCRIBED AS A FOUND BRASS CAP IN A HANDHOLE 0.5’, STAMPED "CITY OF SURPRISE”. ELEVATION = 1166.317’ (NAVD 88 DATUM) DEVELOPMENT / MAINTENANCE THE SITE SHALL BE DEVELOPED AND CONSTRUCTED BY FIG DEVELOPMENT, INC. UPON TERMINATION OF CONSTRUCTION, A HOMEOWNER’S ASSOCIATION SHALL BE ESTABLISHED THAT WILL OPERATE THE PROPERTY AND MAINTAIN ALL PRIVATE ACCESSWAY, OPEN SPACE, AMENITIES, ETC. IT IS ANTICIPATED THAT THE PROPERTY SHALL BE DEVELOPED AND CONSTRUCTED IN ONE PHASE. FLOOD NOTE THIS SUBDIVISION IS LOCATED IN THE ONE HUNDRED YEAR FLOODPLAIN AS DEFINED BY THE UNITED STATES FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA). PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE "AE” SHADED AND ”X” UNSHADED DESIGNATION BY THE SECRETARY OF HOUSING AND URBAN DEVELOPMENT ON FLOOD INSURANCE RATE MAP NO. 04013C1680L WITH A DATE IDENTIFICATION OF OCTOBER 16, 2013 COMMUNITY 040041 (CITY OF EL MIRAGE). ZONE "X” UNSHADED IS LABELED AS:ZONE_”X” UNSHADED IS LABELED AS: AN AREA THAT IS DETERMINED TO BE OUTSIDE THE 1% AND 0.2% ANNUAL CHANCE FLOODPLAINS. ZONE "AE” SHADED _IS LABELED AS: AN AREA INUNDATED BY 1% ANNUAL CHANCE FLOODING, FOR WHICH BFES HAVE BEEN. DETERMINED. ZONE AH — AN AREA INUNDATED BY 1% ANNUAL CHANCE FLOODING (USUALLY AN AREA OF PONDING), FOR WHICH BFES HAVE BEEN DETERMINED; FLOOD DEPTHS RANGE FROM 1 TO 3 FEET. THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF MARICOPA, STATE OF ARIZONA, AND IS DESCRIBED AS FOLLOWS: PARCEL NO. 1: LOT 6, MIRAGE OASIS, ACCORDING TO THE PLAT RECORDED IN BOOK 976 OF MAPS, PAGE 17 AND CERTIFICATE OF CORRECTION RECORDED IN RECORDING NO. 2008-—0226969, RECORDS OF MARICOPA COUNTY, ARIZONA. PARCEL NO. 2: NON-EXCLUSIVE EASEMENT RIGHTS APPURTENANT TO PARCEL NO. 1 EASEMENT AGREEMENT IN RECORDED IN RECORDING NO. 2009-0768147, RECORDS OF MARICOPA COUNTY, ARIZONA. PARCEL NO. 3: ABOVE AS SET FORTH _IN RECIPROCAL ACCESS A NON-EXCLUSIVE EASEMENT FOR PEDESTRIAN AND VEHICULAR INGRESS AND EGRESS AS SET FORTH IN EASEMENT AGREEMENT RECORDED IN RECORDING NO. 20041290781, RECORDS OF MARICOPA COUNTY, ARIZONA. CERTIFICATION STATEMENT THIS IS TO CERTIFY THAT THE SURVEY AND SUBDIVISION OF THE PREMISES DESCRIBED AND PLATTED HEREON WAS MADE UNDER MY DIRECTION DURING THE MONTH OF MARCH, 2015; THAT THE SURVEY IS TRUE AND COMPLETE AS SHOWN; THAT THE MONUMENTS SHOWN ACTUALLY EXIST OR WILL BE SET AS SHOWN; THAT THEIR POSITIONS ARE CORRECTLY SHOWN; AND THAT SAID MONUMENTS ARE SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED. COLIN D. HARVEY DATE ARIZONA R.L.S. 42017 WN ) oO N Cc -— = oD) £.o oa Ss csc SS ay D2 gs Oo N creo O O } g © OSNR > .Oo 28S cr WN © co © fN Ty OwWw F Zz S jn re ac MULTI - FAMILY EL_MIRAGE, ARIZONA COVER SHEET OAKRIDGE FARMS | PROJECT: job No: 00201910030 Drawn By: PJ Checked: DB Preparation Date: 4 99/20 | 263-1100 1-800-STAKE-IT (OUTSIDE MARICOPA COUNTY) BEFORE YOU DIG CALL TWO WORKING DAYS (602) J JOB NO. 201910030 FINAL PLAT SHEET NO. 1 D:\ENGR\2019\00201910030 OAKRIDGE FARMS\DWG\CIVIL\FINAL\FINAL PLAT\00201910030FP02 042320.dwg, 04/23/2020 3:53:24 PM WN > (o) N CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE = iD CURVE #| LENGTH | RADIUS| DELTA CURVE #| LENGTH | RADIUS] DELTA CURVE #| LENGTH | RADIUS} DELTA CURVE #| LENGTH] RADIUS| DELTA CURVE #]| LENGTH] RADIUS] DELTA CURVE #| LENGTH | RADIUS] DELTA CURVE #] LENGTH | RADIUS] DELTA CURVE #] LENGTH | RADIUS] DELTA CURVE #| LENGTH | RADIUS| DELTA 2 6 — re of 29.96’ | 20.50 | 083°44’37” C8 8.14’ | 5.50 | 084°47’03” C15 4.48’ | 3.00 | 085°38'34” C22 2.35’ | 1.50 | 089°54’38” C29 5.50’ | 3.50 | 090°00'00” C36 5.50’ | 3.50 | 090°00’00” C43 40.35’ | 30.50 | 075°48716” c50 5.53’ | 3.50 | 090°28’59” C72 5.50’ | 3.50 | 090°00’00” gO 9 — — C2 5.50’ | 3.50 | 090°00’00” cg 7.34 | 5.50 | 076°25’02” C16 56.01’ | 657.00 | 004°53'03” C23 12.50’ | 638.50 | 001°07718” C30 5.50’ | 3.50 | 090°00'00” C37 5.50’ | 3.50 | 090°00'00” C44 2.77 | 10.50 | 015°0819” C51 5.53’ | 3.50 | 090°31’47” C73 5.50’ | 3.50 | 090°00’00” ssa nw ; ane ; aoe ; > Mo - C3 5.50 3.50 | 090°00’00 C10 16.50’ | 10.50 | 090°00°42 C17 7.24 3.50 | 118°33'46 C24 33.90’ | 22.50 | 08618°56” C31 5.50’ | 3.50 | 090°00’00” C38 5.50’ | 3.50 | 090°00’00” C45 5.62’ | 3.50 | 091°57’09” C52 80.17’ | 594.00 | 007°43’59” C74 5.50’ | 3.50 | 090°00’00” o EQ A ’ , ” , °, > ” ” ? ” , , ” ’ ’ ” ’ , ” ’ ? ” Cc =) C4 5.50 3.50 | 090°00’00 C11 16.50’ | 10.50 | 090°00°33 C18 11.27° | 10.50 | 061°28'42 C25 42.06’ | 30.50 | 079°0018 C32 5.50 3.50 | 090°00’00 C39 5.50 3.50 | 090°00’00 C46 52.40’ | 594.00 | 005°0315 C53 5.53’ | 3.50 | 090°28’55” C75 5.50’ | 3.50 | 090°00’00” s 5 5 wo ; Tae ; moe ; moa O88 C5 5.50 3.50 | 090°00’00 C12 15.74 | 10.50 | 085°54’26 c19 16.89’ | 10.50 | 092°08'24 C26 6.55’ | 3.50 | 1077407” C33 6.67’ | 3.50 | 10910°27” C40 5.50’ | 3.50 | 090°00’00” C47 5.50° | 3.50 | 090°03'46” C54 5.53’ | 3.50 | 090°31’51” C76 5.15’ | 2.50 | 118'00°50” 2 i © & = C6 5.50’ | 3.50 | 090°00’00” C13 5.75° | 3.50 | 094°05'34” C20 5.36’ | 3.50 | 087°41715” C27 5.50’ | 3.50 | 090°00’00” C34 34.31’ | 30.50 | 064°26’47” or 5.50’ | 3.50 | 090°00’00” C48 5.57’ | 3.50 | 09115'39” c55 87.34’ | 594.00 | 008°25’28” C77 29.12’ | 30.50 | 054°42'42” > _oe S CTC co O C7 5.50’ | 3.50 | 090°00’00” C14 26.22’ | 29.50 | 050°55’33” C21 601.19’ | 657.00 | 052°25'43” C28 5.50’ | 3.50 | 090°00’00” C35 5.89’ | 3.50 | 096°22°46” C42 6.93’ | 3.50 | 113°27°39” c49 77.13' | 594.00 | 007°26'24” C56 5.53’ | 3.50 | 090°28’55” C78 4.44’ | 2.50 | 101°51’33” ryOe C57 5.53’ | 3.50 | 090°31’51” c79 63.21’ | 596.00 | 006°04735” C58 87.34’ | 594.00 | 008°25’28” C80 5.49’ | 3.50 | 089°49'22” C59 5.53’ | 3.50 | 090°28’59” C81 5.56’ | 3.50 | 091°02’43” C60 5.53’ | 3.50 | 090°31’47” C82 63.21’ | 596.00 | 006°04’37” NORTHWEST CORNER C61 90.00’ | 594.00 | 008°40’53” C83 4.07’ 2.50 | 093°20'38” SEC 11 T3N R1IW NORTH 1/16TH QUARTER CORNER FOUND BRASS CAP EC 11 aN RIW C62 5.89” 3.50 | 096°22'46” C84 36.82’ | 30.50 | 069°10'32” OF SURPRISE SUBDIVISION: SURPRISE SOUTH 2 OUND BRASS CAP FLUSH ZONE:SHD-RO CITY OF SURPRISE C63 35.27’ | 30.50 | 0661511” C85 5.50’ 3.50 | 090°00’00” 6 Zz _ _—,7 _ _ _ _ _ _ _ _ _ —1776.03' (M)__ N89‘56°48"E (M&R1) __ _ . _ _ C64 4.33' | 2.50 | 09974754” C86 5.50’ | 3.50 | 090°00’00” 3 FI ' 19.83 | a NOO'03'12°W wren | | C65 5.50’ | 3.50 | 090°00’00” C87 5.50’ | 3.50 | 090°00'00” fe FOUND REBAR PIN 65.00'(M&R1 | RLS 21782 AFFIXED WEST GREENWAY ROAD \ | C66 5.50’ | 3.50 | 090°00'00” C88 5.50’ | 3.50 | 090°00'00” TAG RLS 42017 | FOUND REBAR PIN RLS 19344 AFFIXED C67 2.81’ 1.50 | 10778'19” c89g 5.50’ | 3.50 | 090°00’00” || | TAG RLS 42017 \ -- ~~ eeeener) A76.17(MARY) wal C68 29.64’ | 28.50 | 059°35’33” C90 4.56’ | 2.50 | 104°28’40” TRACT © | TTT TTT TT NT OO] ET] DT | C69 4.50’ | 2.50 | 103°04'11” cot 71.69’ | 668.25 | 006°08'47” Ee<ty sees 6 N89°50'56"E. Seen ees L25 | | c70 5.50’ | 3.50 | 090°00'00” cg2 39.01’ | 677.48 | 003°17'56” \ aH=5 357.03" 127 C7 $00°03'12"E(M&R1) TYPICAL UNITLAYOUT 5-42 \ Z . Ie ; 40.37°(M) C71 5.50’ | 3.50 | 090°00'00” LOTS 1-60, OZLN elke L97 L101 105 —— | | 40.36°(R1) el SSe7 APN 501 38-988 =|" >. C7 71) TRACT A C72 7 c 75 C7 pose | | FOUND REBAR PIN IIP OASIS LLC wo Ss 8 eesesetes sea SAo 8 ZONE:UC 5 7) C67: 9 | | tog 3) 18 | | | | s 2 th 2 | bi Bed | || RUS 48945 AFFIXED woes acu < 3 “ee. iis} |S 03 | 5 At BEST | 54 93° | TAG RLS 42017 LINE TABLE LINE TABLE LINE TABLE 3 NSeetcleerenet 3 POSS ~ Wl 2 a 78 S 665 | . SS See > 8 HEL 8S B38 eG Gee SO, 86 ieee | | LINE #| LENGTH | DIRECTION | | LINE #| LENGTH] DIRECTION | | LINE #| LENGTH | DIRECTION SR . Bo SRS SREY en Som | L1 10.57’ | S0615'23"E L43 | 14.99’ | N90°00’00"w L85 | 14.97’ | $21°20'57"E ERRORS a oY |—— N = Soe RY / 38 9 s | | sec aa er NOO'OT1S° WME }— SOREN 308 B/S Fee | | L2 | 34.37’ | s90°00’00"E L44 | 52.00’ | So0‘00’00"E L86 | 16.33’ | N12°37"11"w zs 236.03 AN C864.91 Rs Se Gre . a ssf || } L3 | 90.00’ | $00°00’00"E L45 | 14.99’ | N90°00’00"E L87_ | 15.14’ | N89°58'45"E | -+— & TRACT| F ° we ° 673 | eds | | L4 15.00’ | N90°00’00"W L46 | 5.00’ | so0‘00’00"E L88 | 63.00’ | NoO’01"14”W oe cxX SxX BERRY . . . ROK RR Neootesecs Sones SRO ROK | | | w — SESS EEN Rena eee BESS ee ly] L5 4.00’ | S00°00’00"E L47__| 14.99’ | N90°00’00"w L89 | 14.50’ | $89°58’45"W => FOUND REBAR PIN SORRY // ORR SKE SERRE 0 I} | ; aan ; ane ; ta ae a TYPICAL UNIT LAYOUT RLS 48943 AFFIXED Be ey oes eee £37 | | / L6 15.00 N90°00 00°E L48 90.00 S00°00'00°E L90 4.00 NOO°01' 34 W k > s 5M LOT AREA = 1,200.00 SF TAG RLS 42017 ese REKKE A REEKO SSCS Nes tatstenetseai | / <C =O SOUND REBAR PIN FOUND REBAR PIN, 2 Soe eggs BE SRE | / L7 | 90.00’ | $00°00’00"E L49 | 14.99’ | N90°00’00"E L91 | 14.50’ | N89°58'45"E ji} Le = nN RLS 48943 AFFIXED bar] ss oats cs oatscotal iccotatccote oot Ne Setassconetes 6’UTILITY EASEMENT <x TAG RLS 42017 TAG RLS 42017 | “~ 8 3O" SBByes L8 , 0000” L50 , "00'00" , “01°44” oO LL PER DKT 11582, PG 181, MCR. 15.00’ | N90°00’00"W 4.00’ | S00°00’00"E L92 | 64.88’ | NOO"01'14"W "| Ne318" 1465" / — 'o Sasa ete ny) L9 4.00’ | $00°00’00"E L51 | 14.99’ | N90°00’00"W L93 | 15.90’ | $89°58'45”W <— Q Es FOUND REBAR PIN A 5 J | / , ane ; an” ; ba” =z — RLS 48943 BENT 120 Li Lay — L10 | 15.00’ | N90°00'00"E L52 | 90.00’ | S00°00’00"E L94 | 15.80’ | $00°0312"E = ~~ 2 | AFFIXED TAG ®——i=26.67 tp KX TRACT AA 7 ; tann ; ane ; yom Li =u Rus 42017 a C425 10°X20" / GUTITY EASEMENT PER. L11__| 90.00’ | So0'00’00"E L53 | 15.00’ | N90°00’00"E L95 | 90.00’ | N89°56’48”E < spnesnn ges PRIVATE AREA R=20.00" | i | | | IB, SVT (TYP) / — L12 | 15.00’ | Ng0‘00'00"w L54 | 16.33’ | NOO‘00'00"E L96 | 15.00" | NOO’03"12"W S Seoonesenenesenes D=63.34’ x _—_ a estctsten FOUND REBAR : , , — _ L13 4.00’ | S00°00’00"E L55 | 90.00’ | N90°00’00"w L97_ | 4.00’ | N89°56’48”E 20 2 XX 8’ UTILITY EASEMENT PER (>, 4 es PIN WITH CAP Secatens SOIR OY/ y .wecocacetes RG LIMITED COMMON AREA NOT LEGIBLE SESE eS SENSE DKT 496-0862820, MCR. fseey 68 Le ibe gnenazb a 4 | Neo-00'00" 56 | s00'00'00" | 000312" | : SI RS N/R C DKT#96—9862820,MCR 15.00’ | N90°00’00"E 15.00’ | S$00°00’00"E L98 | 15.00’ | $00°0312"E COMMON AREA og ey ge | | HTS | 101-96" | SOOOTOOTE | | £87 | #00" [Namo OW [188 | 90.00" | NBo'6 48°F SRR RR ERG RRR RIKER REND RRL RNS SCRE RY LZ RR RRR KOR SBE UES Fee Gye RRS RES Gs. KS > | | L16 | 13.50’ | N90°00’00"W L58 | 15.00’ | NO0°00’00"E L100 | 15.00’ | NOO'0312”W or ~ 7m? 20? “x TRACT E SY 7 / | | L17_ | 24.18’ | Ng0"00’00"w L59 | 90.00’ | N90°00’00"w L101 | 4.00’ | N89°56’48"E Q Os & 0% y o y 7, 3 ! CELAYA PROPERTY 3 SYM O BV RS oa / || LIS | 12.16" | N90‘00'00"W | | LEO | 15.00" | SoO"OO'OO"E | | L102 | 15.00" | S00"03'12"E & SEMEN = SEES BS EES SS S/S / | L19 , 01°15” 1 , “00°00” , 5648” (ae Nar ZONE:UC Pe ple” ccsereeseteeseen Gps messetreoreennrsseneesenes GE . IY / A CS / | 25.34’ | S00°01'15"E L6 4.00" | N90°00°00"W L103 | 63.00° | N89°56°48"E Job No: 90201910030 2 i—+ . 8 Ge Gs 38 ee / | | L20 141.73 | N90°00 00 W L62 15.00’ | NOO*00'00"E L104 15.00° | NO0°03'12"W Checked: DB — SI, / RIN ERS / RRR OS OO, / S88 . reparation Dater [—— — “ Go OEE ee Gc & S Ql / | | L21 2.14’ | S00°00'42”E L63 | 90.00’ | N90°00’00"W L105 | 4.00’ | N89°56’48"E Preporotion Pete: 04/22/20 = ‘ i * & | —— io 7 & | L22 | 5.00’ | N89°58’45"E L64 | 15.00’ | S00°00’00"E L106 | 15.00’ | $00°03'12"E fan} x? REX 1 we / | | 5% 5 5% a ee SERRE RSS oy + y || L23 | 15.00’ | N89°58'45"E L65 4.00’ | N90‘00’00"W L107 | 52.00’ | N89°56’48”E (oe ») _ Qe [ [ BS SSeS oe S €, i S& <2 RRRRMRN 5% ’ ’ ” ? °, ? ” ’ °, ’ ” co & = |__ oe SEERA RRS NX Ca y | | L24 | 16.48’ | S89°58’45"W L66 | 15.00’ | NOO‘00’00"E L108 | 14.22’ | NOO‘03'12”W = he 55250 5552" Zz 3 SORE BRS iain / | | £ 1348 i SEES Be és / | L25 | 52.62’ | N89°56’48"E L67 | 99.00’ | N90°00’00"w L109 | 14.91’ | N85‘28’08”W e800 es < So) TE O28 RRs’ Sioned SORRS Os, 220M § a ke 8 | L26 | 11.21’ | $41°38'48"E L68 | 14.27’ | $00°00’00"E L110 | 15.01’ | $79°30°46"E BPN g ) FOUND REBAR PIN 4 SS Oo | | ote ? o g Ow “I RLS 36070 AFFIXED 4 FOG Re | L27 | 60.00’ | S03°35’37”W L69 | 2.37' | N24°24'14"E L111 | 4.26’ | s1018’36"W FENG 8 TAG RLS 42017 yo Wg YS, | | 2°61 6 = 2 y By 20" She | | L28 | 9.00’ | S0611’08”W L70 | 15.69’ | S63°38'36"E L112 | 15.04’ | N78°38'41"W oo < oso | —, & We? “S | L29 | 60.00’ | S09°35’28”W L71 | 15.00’ | N58°32’28"W L113. | 15.95’ | $72°31'11"E 3 eZ " | | L30 6.10’ | S09°44'44"W L72 3.41’ | N31°21'45"E L114 | 22.55’ | N90°00'00"W = APN 501-33-944E = as DYSART UNIFIED SCHOOL DISTRICT NO 89 | | L31 16.55’ | S75°54’06"E L73 15.01’ | $5718'18"E L115 15.00’ | NOO‘00’00"E wo | 7 ZONE:MU | = a | | L32 | 15.79’ | N69°41°47"W L74__| 14.97’ | N50°07’39"W L116 | 63.00’ | N90°00’00"W Za 8 /— C26 a | | L33 | 20.44’ | $69°44'14"E L75 | 4.26’ | N40°21’20"E L117 | 15.00’ | $00°00’00"E z | —= 7 | | L34 | 18.08’ | N63°27'21"W L76 | 14.97° | $49°06’52”E L118 | 4.00’ | N90°00’00"W <x Z | 3 slay L35 2.19’ | S24'24'14"W L77_ | 14.97’ | N41'19’59"W L119 | 15.00’ | NOO°00’00"E oa! — & _--~ LEGEND | oe - 88 _ SECTION LINE I L36 | 14.66’ | S6317'01"E L78 | 4.26’ | N49°08’55"E L120 | 90.00’ | N90°00’00"W zs | MONUMENT. LINE ; oP ; ge ; ane we PROPERTY LINE | | L37 | 17.00’ | N10°48°42”Ww L79 | 14.97’ | S4019713"E L121 | 15.00’ | So0‘00’00"E JOB NO. ufo o\! ‘ OTHERS PROPERTY | | L38 , 04 4 2m L80 ’ wenn” L122 , An An” 201910030 5 8 S15 a EXISTING EASEMENT 7.57 | $0615'13"E 14.97’ | N31°50’51”W 4.00’ | N90‘00’00"W ne | WEST QUARTER CORNER T 92 _o — (©) IRON PIPE | 5 , IAA” , 12 , WA” ox SEC 11 T3N RIW ; L- | ig L39 | 15.29’ | N90°00’00"W L81 4.26’ | N58°38'03"E L123 | 15.00’ | NOO‘00’00"E ro) 10’X20} = FINAL PLAT <8 FOUND PRASS CAP FLUSH FOUND REBAR PIN SVT (TYP Len DX] | JUNCTION BOX | | S CITY OF SURPRISE RLS 36070 APTIXED (TYP) _— © SET 1/2” REBAR PIN WITH CAP |) 50 0 625.~—«50 L40 | 54.00’ | $00°00’00"E L82 | 14.97’ | $30°50’05”E L124 | 90.00’ | N90°00’00"w TAG RLS 42017 | ae RLS 42017 (UNLESS OTHERWISE NOTED) | | SHEET NO lpeoonn iy) Rstioly ahenicss, OTHERWISE | | a L41 | 14.99” | N90°00’00"E 183 | 14.97° | N22"2143"w| | L125 | 15.11" | soo‘00’00"w $89°19°13"W(M&R1 asoemeniy (Rf) RECORDED BEARINGS/DISTANCES | | ( IN FEET ) L42 | 4.00’ | so0‘00’00"E 184 | 4.26’ | N68'07'15"E L126 | 25.00’ | Noo‘0115"w 2 FOUND REBAR PIN 1 INCH = 50 FT. , ann RLS 19344 AFFIXED | | L127 | 2.11’ | NOO‘00’00"E TAG RLS 42017 | 2 OF 2 .37 OFF | )