PZ-2 S2019002 BOS REPORT.PDF

Report to the Board of Supervisors
Prepared by the Maricopa County Planning and Development Department
Board Hearing Date: November 6, 2019
Case #/Title: S2019002 – Verde River Unit 7B
Supervisor District: 2
Applicant/Owner: HilgartWilson/ Tegavah Construction LP
Request: Final Plat containing 160 residential lots and 12 tracts in the
R1-6 RUPD zoning district
Site Location: Approximately 1 mile east of the southeast corner of 172nd St.
and Dixileta Dr. in the Rio Verde area.
Site Size: Approximately 53.5 acres
County Island Status: No
Additional
Comments: Staff considers this Final Plat to be in substantial conformance
with the approved Preliminary Plat for Verde River – Unit 7B
(S2018020). There is an ADWR Certificate associated with this
Final Plat and is certified under 27-700917.0000.
The Final Plat (S2019002) meets all applicable subdivision
regulations and zoning regulations of the R1-6 RUPD zoning
district. Recording fees will be furnished at the time of Final
Plat recordation. All requirements of the Maricopa County
Department of Transportation, the Maricopa County
Environmental Services Department, the Flood Control District
of Maricopa County, and the Drainage Review Division of the
Maricopa County Planning and Development Department
have been met.
Staff
Recommendation: Approval
Presented by: Martin Martell, Planner
Reviewed by: Darren Gerard, AICP, Deputy Director
Attachment: Case map (1 page)
Letter from owners to the Board (1 page)
Final Plat (13 pages)
Certificate of Assured Water Supply (4 pages)
MCESD Approvals to Construct (1 page)
Enclosed: Sealed mylars (1 set)
November 6, 2019
S2019002
Page 1 of 1

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Application Name: Verde River Unit 7B
Legal Description
T05N R06E 025,
Applicant Applicant Phone/Email
602 730.3879
JOSHUA ROBINSON for HILGARTVVILSON JROBINSONRHILGARTWILSON COM
S2019002
Case Address Parcel Primary: 219-38-016S
17930 E SLIDE ROCK Dr
RIO VERDE AZ 85263 219-38-0170, 219 38-767
Generated October 4, 2019 11:41 AM Gross Acres: 53.59 approx. Map scale 1:6,336
Supervisor District No. 2
FINAL PLAT OF UNIT 7B WITH A REP LAT OF UNIT 3A IN THE VERDE RIVER COMMUNITY
W+E
Maticopa County Planning & Development - Phoenix, AZ

Mk/
HILGARTWILSON
ENGINEER I PLAN I SURVEY I MANAGE
February 28, 2019
Maricopa County Board of Supervisors
301 W. Jefferson, 10th Floor
Phoenix, AZ 85003
RE: Final Plat for Verde River - Unit 7B
HILGARTWILSON Project No.: 1222.04
Dear Board,
This letter Is to request the approval of the Final Plat for Verde River Unit 7B.
The above referenced Final Plat is being developed by:
Tegavah Construction LP
8800 North Gainey Center Drive, Suite 370
Scottsdale, AZ 85258
The plat was prepared by:
HILGARTWILSON, LLC
RLS# 19344: Kirk J. Pangus
The project is not within 3 miles of any Town or City.
Thank you,
Josh Robinson,
,
Respectfully Submitted,
HILGARTWILSON, LLC
2141 East Highland Avenue, Suite 250 • Phoenix, Arizona 85016 • 602-490-0535 1 of 1

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MANAGE 1 VEY SUR 1 PLAN 1 INEER NG E NO. OF
N Li ILGARTINILS H ARIZONA COUNTY, MARICOPA NO: TRACKING MUNICIPAL SHOWN AS SCALE: DWG. FP02 2
'tag EAST WAY RIVER VERDE NORTH 2019 JUNE DATE: SFR.
713 UNIT - FtIVEIR VERDE Gi LI 1222 NO.: PROJ.
'. 0 0
0 .
PAO PAO PAP PAO PAD PAO PAD PAD PAD PAD PAD PAO PAD PAO PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD 0/11570
RUPD RUPD RUPD RUPD RUPP PUPS RUPD RUPD RUPD RUPD PUPS PUPS RUPO RUM, RUM) RUPD RAPS PUPS RUPD PUPS RUPD RUPD RUPD RUPD RUPD
43, R1-6 RI-8 R1-6 121-6 01-6 RI-5 -6 RI RI-6 RI-6 9I-6 RI-6 R1-6 111-6 RI-6 R1-6 R1-6 R1-6 RI-6 RI-6 R1-6 R1-6 RI-6 R1-6 R1-6 R1-6 0.41.0.3
" pwan
000111 52 50' 52 50' 65' 90.1' 50' 601' 50' 65' 79.9' 762 55' 50' 55' 52 50.2' 65' 512 50' 50.4. 55.4' 76' 70.9'
EASEMENT, AMI0111105 ARE 711502.110
EASEMENT. THAT CELINEATED TABLE (AC) 01963 01605 0.1492 0.1492 11935 42328 0.1670 0.2277 0.1754 0.17132 0.2218 0.2192 0.23e4 0.2105 0.1552 0.2007 0.1854 0.1667 00971 0.1516 0.1516 0.1813 0.2055 0.2425 01264 329586
SEWER EASEMENT EASMENT AND/OR LOT AREA P01,00
EASEMENTS FULLY
EMMERT. 0311C11033 SEVER SEWER PA1115 ARE (SOFT) 8553 6991 6500 6500 5429 10141 7313 9921 7642 7763 9650 9048 10385 0171 6880 5741 7204 7262 9555 6604 8504 7896 8965 10565 9861 1,435,676
USE POE NE PLC PUE PUE PLC puE PIE ME POE POE GRANT PLAT AREA
WATER REFUSE PEDESTRIAN TO 0‘12000,00,00000140
DRAMAGE DRAMAGE DRARLAGE. MARIAM DRANACE DRAINAGE. LIMMAGE. DRAINAGE. DRANAGE DRAINAGE MANAGE THIS 53.5735 329588 5.2384 5.3785 411952 NO. 1361 1362 1363 1364 1335 :1346 1367 1385 1369 1370 1371 1372 1373 1374 1375 1375 1377 :1379 1379 1350 1351 1382 1383 1384 1385
ACCESSWAY, EASEMENT. AccEss INTEND 00 ACREAGE LOT : LOT : LOT LOT: : LOT LOT: LOT LOT: LOT: LOT: LOT: LOT: LOT: LOT: LOT: LOT: : LOT LOT: LOT LOT: LOT: LOT: : LOT : LOT LOT: : LOT TOME
AREA. AREA, AREA. AREA, AREIL AREA, AREAL AREA, AREA, AREA, AREA. USDScAPINC. NOT P407
TABLE DRAINAGE EMERGENCY COLIAIGN COMMON COMMON COMMON COMMON 130141534 COMMON COMMON COSMOS DO AS SOFT. 2333.662 1,435,576 663,696 234.290 2.099,373 PAD PAD PAD PAD PAD PAD PAD PAD PAD PAO PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAO
TRACT PRIVATE COMMON =MON SPACE. ABOvE MATED CONING RUPD RUPD PUPS RUPD RUPD RUM) RUPD RUPD RUPD RUPD PUPS RUM RUPD RUPD RUPD RUPD RUPD RUPD RUPEI RUPD RUPD RUPD RUPD RUM RUPD RUPP RUPO
TABLE EBNEINT 61-6 RI-6 RI-6 R1-6 R1-11 R1-6 -6 Rt 91-13 91-6 RI-13 RI-6 RI-6 111-6 R1-6 R1-6 R1-6 RI-6 R1-8 RI-6 R1-6 R1-13 RI-6 RI-6 R1-11 RI-6 R1-6 R1-6
(ACRES) 538 6.50 0.09 113 0.94 0.24 0.83 262 1,64 0.84 0.02 1.40 20.61 OPEN TRACT 'LEE
AREA TABLE MDTH 50' 722 713.1' 50' 50 62 52 52 65' 62 50. 62 50' se 651' 552 50.2' 52 52 65' 651' 51' 50.2 65.2 51' 553. 75'
INCUME 1116 (CT am&
(SOFT.) 5221 MAY IN 40.1E1E'S ACREAGE RUT-OF-WO TABLE (AC) 0.1517 0.2480 0.2160 0.1721 0.1722 0.2014 01550 0.1550 0.2019 0.1970 0.1519 0.1972 04517 0.1517 0.2268 DIM 0.2178 0.1637 0.1534 111980 0.1951 11596 0.1705 0.22 031702 0.2097 0.2355
234.290 283,058 3.799 500 41,013 13:64,5.008 71,420 36,592 711 60.905 13477.985 AREAS M101341 FOLLOWING ACREAGE LOT AREA
AREA EA1 SUMMARY ACREAGE MINUS
A 9 C D E I J K L COMMON USES THE :PLETFIrg DE ON ACREAGE LOTS TRACTS RIGHT-OF-WAY (GROSS (SOFT) 6607 10801 9410 7496 7500 5775 8750 6750 8795 8582 ewe 5591 6605 6608 9958 12440 9487 7129 66313 8627 84911 6953 7426 9955 7415 9136 10258
TRACT TRACT TRACT TRACT TRACT TRACT TRACTS TRACT TRACT TRACT TRACT TOTAL AREA
. 2 . SITE GROSS TOTAL TOTAL TOTAL NET
NO. 1334 1335 1333 1337 1338 339 1340 1341 1342 1343 1344 1345 1341 1347 1348 :1349 1350 :1301 1352 1353 1354 1355 1356 1357 1358 1350 1360
LOT : LOT : LOT : LOT : LOT LOT: LOT: LOT: LOT: LOT: LOT: LOT: LOT: LOT: LOT: LOT: LOT LOT: LOT LOT: LOT: LOT: : LOT : LOT LOT: : LOT LOT: : LOT
PAD PAD PAD PAD PAO PAD PAD PAD PAD PAD PAD PAD PAD PAO 400 PAD PAD PAD PAD PAD 480 PAD PAD PAD PAD PAD PAO
ZOOM RUPO RUM RUM R1PD RUPD RUPD RUPD RUPD RUPD RUPP RUPD RIPS 0440 RUM) RUPD RUPD RUPD RUPD 8440 RUPD RUPD RUPD RUPD RUPD RUPO
M-6 331-6 311-6 RI-6 RI-6 111-5 01-68440 R1-6 RI-6 M-6 M-5 R1-6 RI-6 P1-59440 131-6 RI-6 RI-6 01-6 R1-6 131-6 01-6 RI-6 RI-6 RI-6 R1-6 RI-6 R1-6
NM 752 69.4. 51.1' 66.4' 51.1' 51.1' 814' 752 are 60' 50' 52 62 50' 50' 67.3 . 133.1 62 50' 65' 50' 52 62 551' 50' 65' 50'
F
.10 1 IS TRACT ,,,... TAME (AC) 02475 0.2145 111650 0.2145 0.1850 0.1650 0.2145 0.2978 0.2324 0.2514 01491 01492 111940 0.1492 0.1492 0.1938 0.2740 0.1940 0.1492 0.1940 0.1492 01402 0.1940 0L1967 01517 0.1972 0.1517
Earn)) -.0 LOT AREA
saw 99927 SMOLT
, (SOFT)
107131 0343 7187 9343 7157 7187 9343 12971 10125 10949 5495 6500 5450 6500 6500 5441 11934 8450 6500 5450 6500 6500 6450 8566 6607 8590 6607
la 156 wel 1149 AREA
1111111 4
• NO. 1307 1306 1309 1310 1311 1312 1313 1314 1315 1316 1317 1318 1319 1320 1321 1322 1323 1324 1325 1326 1327 1328 1329 1330 1331 1332 1333
1174 1176 LOT : LOT : LOT LOT: : LOT LOT: LOT: LOT: LOT: LOT: LOT: LOT: LOT: LOT: LOT: LOT: : LOT LOT: LOT: LOT: LOT: LOT: : LOT : LOT LOT: : LOT LOT: LOT:
00,4fr
‘1111 a PAD PAO PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD 400 PAO
ZONING RUPD RUPD RUM) RUPD PUPS RUM/ RUPD RUPD RUM, RUPD RUPD RUPD RUPD RUPD RUPD RUM) RUPD RUPD RUPD RUPD RUPD RUPD RIM RUM 91540 RUPD
0 001 ti R1-6 RI-6 RI-6 RI-6 91-5 R1-6 R1-6 R1-8 R1-5 R1-6 R1-fi R1-6 RI-6 R1-6 R1-8 R1-5 R1-6 RI-6 R1-6 91-60440 R1-8 R1-6 131-6 51-5 R1-6 R1-5 R1-6
TRA 4:P4r4V
Erm 3110131 6504' 552' 512 502 652 55.6' 50' 50.4' 602 80.2 57.2 52.4' 672 522. 655' 582 77.3' 75.1' 66' 52 50.2 6E4' 51.1' 55.4' 762 66.4' 7117
VIM.
t .. 11:31 (AC)
w ' TABLE 21976 0.1950 9.1571 04622 0.2155 0.2009 0.1495 0.1523 0.2076 0.2413 0.2194 0.1687 0.2193 016117 0.2197 0.1754 0.2645 0.2517 unto 0.1534 0.1591 0.2145 0.1550 0.2145 0.2475 01145 0.2475
...Alp AREA
111441P LOT
41)i
289 M.mr IIM eir 1 (SOFT)
25N TIM 8000 8576 6545 7000 9516 8751 6513 6655 9053 10509 9557 7350 9554 7348 9558 7789 11523 10965 9159 5552 6931 9343 7187 9343 10781 9343 10751
Of C AREA
UNE N SECEON 1358 1357 1358 359 lii NO. 1180 11M 11E2 1183 1184 1185 1286 1257 1258 1289 1290 1291 1292 1293 1294 1295 1296 1297 1298 1229 1300 1301 1302 1303 1304 1305 1306
LOT : LOT : LOT LOT: : LOT LOT: LOT: LOT: LOT: LOT: LOT: : LOT LOT: LOT: LOT: LOT: LOT: LOT: LOT: LOT: LOT: LOT: : LOT : LOT LOT: : LOT LOT: LOT:
B
higlirr 0. LEMEMEN 25 TRACT PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD
33:2s ,,,„ 351 1 SEMI 20.640 RUPD RUPO MVO RUPD RUM RUM) RUPD RUPD RAPS RUPD RUPP RUM SUPS RUPD RUM RUPD RUPD RUPD RUPD PUPS RuPD RUPO RUPD RUPD RUPD MIPD
, IA.:, N-S OF UNE RI-6 RI-6 RI-6 R1-6 RI-a R1-6 R1-6 R1-5 RI-6 RI-5 RI-SOUPS RI-6 RI-6 RI-6 RI-13 R1-5 R1-6 R1-6 R1-6 RI-6 R1-6 RI-6 RI-6 R1-6 R1-6 R1-5 131-6
r '
MIN 55. 62 72 752 . 65.1 74.2 749' 65.1. 92,1' 113' 712 545' 52 eV 502 542 632 65' 69.5' 1102 62 50' 52 Si.! 552 51.2
2
P7oNgw:1: 2 2 2 2 J Ei N0A• TABLE (AC) 63128.5 0.1985 0.2202 5,2501 0.2192 0.3434 0.3153 0.3024 0.2504 0.2551 0.2722 anas 0.2177 0.1955 0.1531 0.1595 0.1856 0.2422 0.2101 0.2000 0.2613 01040 0.1452 51939 0.2030 0.2375 0.1628
CANw TRACT Y. VERDE LOT AREA
2 2 :1
2 2 K3 FORT (SOFT) 8648 8648 9965 10896 9545 14960 13735 13173 12216 11550 12153 11613 9451 5525 NV 7385 8087 10549 9152 12631 11382 5450 6500 114413 5541 10350 7021
' Z 2 ,..' AREA
-E
i w' E Mt 1153 1154 1155 1156 1157 1158 1152 1150 1161 1162 1153 1164 1155 1166 1167 :1105 1169 :1170 1171 1172 1173 1174 1175 1176 1177 1178 1179
4?: 1337 1338 1342 Lot : LOT : LOT LOT: : LOT : LOT LOT: LOT: LOT: LOT: LOT: LOT: LOT, LOT: LOT: LOT: LOT LOT: LOT LOT: LOT: LOT: : LOT : LOT LOT: LOT: : LOT : LOT
F*21
P3
-4 33 pm PAD PAD PAD pm PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD pAD pAD PAD PAD PAD
PI 4 DC 210105 RUPD RUPO RAPT RUPD PUPS RUPO RUPD RUPD RUM: RUPD RUPD PUPS RUPD RUPD RUM) RUM, RUPD RUPD RUPD RUPD RUPD RUM] RUPD RUN'S RUPD RUPD RUPD
I 4 i 1 • R1-6 RI-6 111-6 R1-6 R1-13 R1-6 RI-6 RI-8 RI-6 M-8 RI-5 111-13 R1-6 R1-6 131-6 10-6 RI-6 RI-8 RI-6 RI-6 R1-6 R1-6 RI-6 R1-6 RI-6 RI-6 RI-6
TRACT ;73:.' I • SHIM'
MTN 67.2 72 65.3' 62 782 79.1' 702 55' 75' 5502 NO 75' 72 65' 75' 62 52 70' 75.7' 55' 72 72 75' 72 64.2 645' 75'
r 4.7
11 , n TABLE (AC) 0.2422 02500 0.2352 0.2094 0.2399 0,2253 0.2135 0.2055 0.2322 0.2152 0.2159 12601 01562 0.2121 0.2518 0.2153 0.2177 0.2482 0.2756 0.2335 0.2473 0.2457 0.2152 0.2341 0.1969 01959 0.22111
( LOT AREA
X
TRACT (SOFT) 0552 12105 10245 9122 10452 9812 9301 8950 1MM 9372 9520 11331 11158 9241 10270 9509 9481 10723 12004 10170 10770 10832 9503 10197 8577 8577 9979
AREA
NO. 1126 1127 1128 1129 1130 1131 1132 33 1134 1135 1138 1137 1135 1139 1140 1141 1142 1183 1144 1145 1146 1147 1148 1149 1150 151 152
LOT : LOT : LOT : LOT : LOT LOT: : LOT LOT: LOT LOT: LOT: LOT: LOT: LOT: LOT: LOT: : LOT LOT: LOT: LOT: LOT: LOT: : LoT : LOT LOT: • LoT LOT: LOT

13
NO. OF
ND: 'TRACKING MUNICIPAL FP03 3
DWG. SHT.
IN OF
HOLE PRIVATE) TRIANGLE LANDSCAPWC, OTHER MESS
NOTED HAND CAP. - A EASEMENT RECORDS SURVEYOR NUMBER DR IN
AS IN FLUSH NOTED (TRACT EASDAENT TRIANGLE MSIDIUM TERRACE VIEW
MONUMENT CAP CAP REBAR AS OR UNE UNE NON-ACCESS COUNTY LAND PARCEL BEGINNING COMMENCEMENT STRUCTURE. CR TO HEIGHT
BRASS BRASS 19344 LINE LONE WAY ONE RIGHT-OF-WAY MUT( MOBILITY SIGHT NO WALL COSTRUCTION IN N.T.S.
FOUND FOUND FOUND 1/2" RLS BOUNDARY SECTION CENTER (1 81011 PAROI EASEMENT PUBUC SIGHT VEHICLE LIARICOPA REGISTERED ASSESSOR OF PONT OF POW 25' X WITCH FENCE. FEET ND
SET 25'
LEGEND --
O • o • --- RA/ NEC VINE NOR RLS ALAN P.O.B. P.O.C. 0
2015) Er WALL 14'
12. GARAGE OR EXCEED
(FEB EXPOSED RETAINING
FACING TO
VARIANCE 8A2015006 WALL 6' ON NOT
FRONT WALL
HEIGHT
TO RETAINING
APPROVED 20' FT. FT. WALL COMBINATION
STORIES
LIVABLE. SO. SO. MAXIMUM
STANDARDS 3072 10' 10' 15' 6.000 50' 6,000 550 2 6' MAXIMUM WITH
PAD OF BOARD THE NY VERDE RIO LIARICOPA AS BE M THE WHIN X PURPOSE TO 404 SECTOR/ PURPOSES INDIVIDUAL
RUPD PLAT PARCELS THE CERTIFICATE RIG ARE FROM TO 'PRIVATE' VR BY NICK EASLMENT. 'AMIN MANUAL INC FOR FAOUTIES 1112 TO THE ADJACENT DISTURBED. SHARED 8' WALL IS'
R1-6 OF BY SUPPLY THE VERDE APPUGABLE VEGETATION EASEMENTS ME N ORIO RESPONSIBLE SECTION GRANTED FOR TO BE 404 THE 22012093 OR
DE Ai PREUMWARY APPROVAL WATER ADWR BY RD RECEIVED UNDERGROUND, CONSTRUCTED ARE MAINTAINED ANY SUBDILASON ASSOCIATION. DRAINAGE OF BE EACIEMES SUBJECT HISTORICAL MAY THE BY ZONING DCPOSED RETAINING EXCEED
TRACTS DEUNEATION 12-27-16, SERVED BY BEEN ALL TO SUBDIVISION OR THROUGH THIS ROADWAY BE SHALL SAID BENG FOR SITE DEVELOPMENT PAD TO
14 THE OR WEHOUT ASSURED BE SERVED HAS AND AND DRAINAGE OR MCDOT SHALL AND PUT. PROVISIONS CA DRAINAGE AS PUT THIS ALLOYED BLOCX/DISTURIVEUMINAM REGULATIONS WALL 6' ON NOT
LOTS, NTH S2018020. LAND OF ON WILL BE 4-16-15 CONFORM PLACED DEEDED THIS OWNED CONSTRUCTED ANY UNDER INSTALLEDDY camumnr NO SAD RIGHTS MIS AFTECTING AS RUPO HEIGHT WALL
160 OF PLAT RESOURCES WU. BE BE FOR BE YARN OM. WITH RIVET LANDSCAPING ON THE DEDICATED PUBUC DESIGNATED ON RI-6 RETAINING
OF CONFORMANCE NUMBER DIMSION CERTIFICATE SUBTAMSION SUBDIVISION DATED WU. OE SHALL SHALL ROADS SHALL BE COMPLY ASSOCIATION, ALL DEDICATED TO °ROMANCE MANTDONCE OF SHOW AS DEVELOPME4T CANNOT PAD DISTRICT FT. FT. WALL COMBINATION
TOTAL CASE SUBDIVISION A WATER LETTER MIS UTUTES PUBUC AND INC. SHALL CROW TO RATES OF IMPROVEMENTS SHALT. VERDE CC CONFORM ZONING AND TRACTS MAINTENANCE ORIGINALLY ARE HEREON STORES SO. SO. MAXIMUM
A OF SUBSTANTAL 78. FURTHER THIS ISSUED OF THIS CC USE ORDINANCES OR STANDARDS A RIND ALLOYED FLOW BY THE COLO/UNITY UPKEEP AS NIL ACCESS ALL FOR ACT SHOW DURING PROJECT. °NEWS) RUPD 3072 20' 5' 10' 25' 6,000 50' 6,000 40% 2 5' MAXIMUM WITH
UNIT NO OF WAS DEPARTMENT 27-7D0917.DODO. FOR SERVE DISTRICT. AND AND RELOCATED TRACT ASSOCIATION, ANY THE RIGHT-OF-WAY AND EASEMENT umac COUNTY AND TRACTS WASHES WATER FILLED LOT SWALE/EASEMENT.
CONSISTS CISTRICT. IN IS - RIVER BE AREA COMPANY. NILE A CORES MO PRIVATE COUNTY ON OF BE OR IMPEDE LANDSCAPE MAINTAINED RIM COUNTY SAID CLEAN WASHES OR MIS WORADUAL R1-6 UNIT 1111.5
SITE PUT SHALL THE SUPERVISORS SUBDIVISION PROTECTOR FRE DEMIOPMENT NEW ROADS. DEDICATED COMMUNITY STRUCTURE BE LOIDE MAINTENANCE AND OUTDOOR MARICOPA INGRESS/EGRESS MARICOPA INSPECTION WITHIN PRE-ERSTNG THE SUCH RELOCATED FOR DRAINAGE
NOTES. THIS ZONING TRIAL VERDE THERE {BENIN OF ARIZONA NUMBER WATER ARE DISTRICT. VERDE COUNTY AU. AU_ MINIMUM PLANTED WOULD NEW ALL COUNTY AND THE TRACTS ALL TIC OF OR OF ALL PERMIT THE DWELUNG ARTICLE
1. 2. S. MIS 4. 5, 6. 7. B. NO B. 10 11. 12 13. 14. IS REGULATION YARD -
PER
YARD YARD YARD AREA WIDTH AREA COVERAGE SPACES WALLS
HEIGHT FRONT SIDE STREET-ODE REAR LOT LOT LOT LOT RETAINING
MAX. MN. IAN. MN. MIN. MIN. ANN. MIN, MAX. PARKING
DE OF EAST OF OF FEET MET
RIVER ARIZONA HALF CORNER OUARTER OF UNE POINT MARTEN THE QUARTER CUARTER COURSES: LENGTH ARC ARC ARC LENGTH ARC 55.00 5500 OF
NORTH THE THE OF CONCAVE ARC CONCAVE AN NORTHEASTERLY. AN NORTHWESTERLY, AN CONCAVE ARC SOUTHEASTERLY. AN AND AND PINT
VERDE REDONE., THE MERIDIAN, QUARTER AS EAST TO QUARTER HALF SOUTHWEST 6 AN 90170'00% EAST; 38'32'43', WEST; 11111.2.13', AN EAST: 047110% NITH WITH RE
AT WENN RIVER NORTH ACCEPTED NORTHEAST THE OUARTER, FEET: SOUTNYEST WEST SOUTHNEST FOU.ONDIC CURVE. or3e5e, CURVE, COURSES: 44.47.24' OF COURSES: 113.20'07* CURVE. 2890.4r, FEED 481522' OF 25; TO 25.
TRILOGY COUNTY SALT FOLLOWS: THE 1962 FEED THE ALCNG 274.13 PC Of NORTHEAST THE (15)10 SAW FEET; THE TANGENT OF ANSI OF 6 CONCAVE NORM ANGLE 5 CONCAVE OF ANGLE CC 1668 CONCAVE ANGLE PARALLEL SECTION PARALLEL SECTION
FOR MARCUM SITUATED AND AS AS DATED 2636.29 OF UNE FEET NORTHEAST URIC SAID LANE Cr ONE OF 69253 PUT A ANGLE TANGENT FOLLOWING CURVE, FOLOWNG CURVE, SOUTH TANGENT ANGLE EAST, CURE, NORM CENTRAL IS SAD IS
PLAT BONG GILA DESCRIBED ACCEPTED 55.00 EAST, Cr WARIER: NORTH IDE VEST, FINAL OF CENTRAI, A OF CENTRAL DEARS CENTRAL BEARS CENTRAL A OF COURSES: BEARS THAT CC THAT SAD CC
FINAL 23, AJJ. THE CAP. WEST, NORTH EAST, SAID 00.071.3" NORTH QUARTER EAST ME EAST SAID BEGIN/ONG A 8EGINNDIG A THE NON-TANGENT NHICH A THE A NON-TANGENT A CENTRAL 4 001013" NON-TANGENT MICH A ONE A QUARTER RUNE
THE PAGE 25, OF 1962 BRASS 11949.47. THE OF THE NORTHEAST THE ME 71.38.09' OF THROWN C CC DIROUGH TRACT (118801 THROWN BEGINNING A SOUTH OF THROUGH ALONG QUARTER
OF 1262, SECTION EAST 6 PARTICULARLY DATED FILM ALONG 00.02.33' QUARTER SOUTH ALONG ALONG ALONG ALONG NORTH A THE THROUGH TIE FEET; TRACT A CENTER UNE; A THE FEET: TIVIOUGH FOLLOWING A CENTER ONE,' ALONG
C BOOK OF RANGE CAP, FOUND SOUTH FEET SOUTH UNE, NORMWEST FEET SAID FEET FEET FEET: FEED FEET; FEET: FEET: FEED TRACT TO FEET FEET; TO 18.00 CURVE, UNE; FEET: FEET: SAID FEET; FEET; FEET; FEED TO FEET CURVE SAID OF TO CENTER CURVE, LONE TO FEET: THE FEET; FEET; FEET; FEET; UNE, FEED FEED TO CURVE, FEED FEED FEET NORTHWEST FEET NORTHEAST
TRACT OF IN HALF MORE BRASS A BEATS 660.05 UNE NOWDOEST EAST FEET THE 989.50 OF 32995 40I.B1 IDE. EAST 180.13 75.37 153.61 128.85 155.63 27245 OF UNE 50.30 530.00 CURVE, UNE FEET 9.47 OF SAD TANGENT 7.00 30.00 OF ONE 122.42 135.00 179.08 175.00 127.72 THE SAD NON-TANGENT ONE FEET 3500 ME SAID TANGENT FEET 385,03 OF CURVE, 51.16 142.28 160.70 111.74 177.70 NORTHERLY 144.00 130.00 MET 0.35 ME SAD NON-TANGENT 15.63 150.00 1243.60 659.92
ALL RECORDED NORTH NORTH, 5 BONG DUI WHICH EAST, NORTH THE SAO 33001 OF EAST, QUARTER EAST, EAST. SAD WEST. NEST, WEST, WEST, NEST, VEST, EASTERLY EAST. Of RADIUS SAD EAST, RADIUS ALONG A EAST. EAST. WEST. EAST. WEST. WEST, NEST, FEET, ALONG A WEST, FEET, ALONG A 5.25 RACIUS SAID UNE; NEST, BOUNDARY EAST. EAST, NEST. NEST, WEST. NEST, EAST, FEET. 58.00 ALONG A NEST, NEST, EAST, RETIRE EAST, THE OF
DESCRIPTION AND E AS THE TOWNSHIP ARIZONA, FOUND FROM THEREOF 0946'40" SAD OF ALONG EAST. QUARTER NORTHWEST 89.4813- QUARTER 00E2'09' QUARTER LAST 76.26•55" 711809" 62.5035" 5814'54" 67.5317 879.5.54 111s2r A ALCNG TANGENT 02.41.31' A HAVING TO FEET 8718.29 02,11.31" SOUTHERLY ariear 02'41.31- 7758.30- 63.030 27 185.DD OF TO FEET NORTHERLY 11320.07 18.00 OF TO FEET TEST. A AI.ONG TANGENT 76,17.42. PLAT inrir 00-26.46" 121424" 894915' SAID LAST 894947' 001013' 4815.2.2' OF TO FEET 3r2S2r 001013' 89.49.47' LINE 139,18.40' UNE
TRACT 3.A, OF COUNTY, A AT 25 CORNER 25: OUARTER 89'48'44' 0011721- THE HAVING NORTHERLY A TO NORTHEASTERLY 28.27 THE 2011 RADIUS NORTHWESTERLY 124.46 THE RADIUS SOUDNESTERLY 25.72 7511'35' HAVING A SAD RADIUS NORTHEASTERLY 95.51 NORM NORM
X UNIT PORTION 25, SECTION NORTH SECTION LEAVING canramc NORM NORNEAST SCAM THE NORTH NORTHEAST SOUTH NORTHEAST LEAVING NORTH NORTH NORTH NORM NORM NORTH ALONG NORTH FEET NORTH OF SOUTH NORTH ALONG NORTH NORTH NORTH NORTH SOUTH A OF ALONG SOUTH A OF SCAM WESTERLY TO NORM ALONG NORM NORM NORTH SOUTH LEAVING SOUTH NORM NORTH A TX NORTH NORTH NORTH DE OF NORTH ME OF
LEGAL PORTTO1 - PHASES A SECTON MARICOPA COMMENONG SAID NORDINEST THENCE SAD THENCE NORTHWEST BEGINNINO THENCE DIME THE THRICE OF HALF THENCE ME THENCE THENCE BENCE THENCE THENCE THENCE THENCE THENCE THENCE THENCE WESTERLY, THENCE 7893 THENCE SOUTHEASTERLY. THENCE LENGTH THENCE THENCE THENCE THENCE THENCE THENCE THENCE PENCE HAVING THENCE LENGTH THENCE THENCE HAMNG THENCE LENGTH THENCE NORTHERLY. DIME FEET 18823 THENCE THENCE THENCE THEKE THENCE THENCE THENCE THENCE THENCE THENCE HAVING THENCE LENGTH TIME THEME THENCE SOUTH THENCE SOUTH BEGINNING.
A AND OF OF OF OF OF THE OF

Ii- 0F13
SHOWN AS SCALE NO. FP04 4
‘4j 090. SHT.
1222 NO. PROJ.
'CIO
.2 AU
11/9009
2040111 53.31' 31.40 60 1 FEET 7041.01.61
DELTA 7212'33' 900010 10806.490
TABLE
CURVE RADIUS 58.00' 20.00 N 0041911101
CORNER ROE CAP 1962 NO. W
154. BRASS DATED
QUARTER 25 ERA CURVE 03 C4 1I SCALE
NORTH SECTOR FOUND
‘I
WOO
0:
1324
1395
1306 41:412:1
1323 L. .JI
YtAV
L.14.97
1
PUEBLO BOULEVARD 154.17. 6
1307 g-^\ 126 EL 1336 49.17— 1337 -798030521158.00 SHEET 1338
A N
409.49,170 _L---S89•49'4•W SEE
gl
YOE
1308
;f §T
L
TRACT
— S89.49.47N 343.2e
1243.60'
FOREST 2538.20'-
BEARING) E
NATIONAL OF 1213.59' S116,19.47.W
S119,947-W N88049'47.
TONTO (BASS LANE
177.79 6
CANYON SHEET
TRACT! _89149'25,N
CREEK SEE
OAK
E 900.10'13%
18.66' RIVER 3A 1202, NCR
to uNIT 0000 23,
1313 WRITE PER PACE
CARVOIT M
•
it
140.00'
(.32 1314 S89-49'47V
VRAE
1'
N37.2318V af - C 1 11.06 1.14015/2' 5'22"E. 17.35'
IMJD.
TRACT N48.1 DEUNEATED WATERWAYS
66E RtVER 3A 1282. MCA 404
CCONER 15N. BRASS 1962 MOE UNIT BCCIR 25 PAGE
25 MY BATED PER
NORINVEST SECTION FCVND CAP
IV

OF13
FP05 5
SAT.
V44011t311
60 FEET
LENGTH 31.42' 44' 31. 32,06' 156.97' 235.65' 70-00002
L0.10111 2034' I I I I .13. I 30 /12-LIKT
I I TABLE DATA 90,30.00. 6023447 .51 80'56'21' 45'002T)
TABLE DIRECION N2318'01.E I I I 91 I I 0 PLOV011i
CORNER/ LINE CURVE RADIUS 2000' moo' 20.00. 110000 220202')
ASE CAR 1962 NO.) I I AS I
WARM/ 15N, 25, BRASS 20102 LINE L7 CURVE 224 030 30 SCALE
!RAI
NORTH SECION FOUND 1,1210,1212V.
'I(
1353 1352 1351
A
15 .40
f - LA57.217 ,, KINDER CROSSING PASS
F.2oaRE •
N
WAYS
DELINEATED WATER 1.0.50-71- VNAE
404 — 64.41' 1329
1243.60'
N89.49.47.E LANE 1328 .1
ROAD
FOREST -- \ I CANYON 13000. flin SOOl TRACT _
NATIONAL BEARING) 2636.29. \ TRACT VERDE
OF .49.471V •-•-.1243.59'-I CREEK 1327
TONTO CRAMS 1332
-..-S89 OAK 396.52'
1303 E 361.—.EF_ORT
423.67 1.189,16.0VE 312.19 ,S
939.34' 79&' 65.00' 1326 SHEET
99185 4139,19.47I 1333
_
-.-589,19.47'W -G-589.49.47V 456.22' A—. SEE
_
1325 DELJNEATED WATERWAYS 1334 TRACT
A 30.00 1 5001013T 4 T
TRACT _
1305 65.00' 1324
130.00 S001013I
PUEBLO ct
EL BOULEVARD 10. 9
N
1323
vNAE
co 1 •
VI
1307 1336 1337 1333
-711- ROE
0ORNO TIN, BRASS 1062
25, MN DATED
NORINWEST SECTION FOUND 1922
CAP
\:

C. NO. 0F13
DWG. FP06 5
SHT.
1222 NO.: PROJ.
0
A
60 AI
FEET M
000111 30.00. 525' 1E00111 2537 31.39' 2261 156.97 &NM
30 N.M.
10542. DIRECTOR 511335076 57511.36V 50000 CELT* BM' 69,5010. 63945" 591617
4042. 00600 RAMIS MOO' 25,00' 20000' 100.00" 0
2.4 NO.
\E SCALE
CUR 02 2.7 2.23 C24 30
-1
-2
1390
A
TRACT
1331 ROAD 1347 DELINEMID WATERWAYS
t RIVER 34 1202. 4CR
VA* 404 UNIT BOOK 23.
WROE PER PACE
FORT 1346
1332 5 E 367.51' B
SHEET 99,6'0n TRACT
SEE 1345
1333
1334 1344
L 444'4724T
404200740000 WATERWAYS RADIAL
5601' 1343 05,00'
1335 -213.97 WEE POE L-28497 983-20•07-W
1§ F.-I' 6.00'
a
-e 15** 511320.07W RADIAL FIVER 30 1265, LICR
I•I g VERDE 0401 BOCK 23,
! PER PAGE
PUE-1 PUE
-I- ig 51
4 135,00' 13000'.
150.00- 13005 1339 1340 1341 1342
001.I 1337 SHEET 1338 L-M19.49'5rE
-,18949'52•E _J_-118915521
SEE 111 .E R-36540
MOREAU WATERWAYS 2.0088.23
404 9I 13.00'
ta i
L
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6.47'42
'
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VERDE UNIT ROOK 7.7,
PER PAGE

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2
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FEET Wan
LENCIN 2200' 25.77' 2005 156.97'
LENC1N 30.00" 30 72,07..
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TABLE .31'E TABLE 'Mint-war
ONE DIRECTION N0241 CURVE RADIUS MOO' 25100" 50.00" 100.00" 200.00' 0
NO. NO. SCALE mow
ONE CURVE 015 CIA Cl? 024 C27 30 nuAL \
'mamas
\
mi1oo,292
1379
1185
F.,
—I
PUE
• 8
L.42.62'
R-250.00'
1357
1360 —
A
15123' TRACT
2171819T
12
151.43 DR
SHEET
ROCK
ELIDE SEE
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1350
RIVER IA 12= MCI
UNIT BOOK 23,
WRDE PER PAGE

4 L. 0013
NO,
DWG. FP08 8
SHT,
Kipae.scn. of opedy p *de e
60 0:40
FEET
1010114 30.85 31.59' 31.40' 156.97 67.76' 4098' 4099' 6/6/7010
30 7n-dado
DELTA 961257 9013007 1115127 1124.47 149017 149317
10055
1260 CAP, TARA 55940 RAMIS 2000' 2501 20.00• mow 200.00' 20400' =CRY 0 7,22-2-da
CORNE 150 91/ NO, rtArdd
25, REBAR 19857 SCALE
NORTHEAST LS CURSE fa CID CI1 024 025 026 027 30
SECTION FOUND IMrsPedVdAl
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117; 1169
---- --
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1167 --------
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1166 --
----------
1290 ---------
CD ---
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5211-
52
1291 r EFFECTIVE RD:DRAIN
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LANE
1
NM
CANYON VVAAFF .•••• 1'
1292 -
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h .7 I I '1 33094' AVIS 1288—
— , 4 - )41 I * P:11 ) 'IA OAK S80.49,17'W 118140471 1185 40949470140.19' H
5221 t,--,,,c, 0,,0 4-4E Z 'II I 17/_ I,JV --148.9.49.47.E
FOREST 959.92. I 428.12 1293 / NED:49'470 E -N119977 11 _1_148.494n TRACT
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NATIONAL TRACT II 18 H ii N 37,
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14179' 153.2T
13000 SHEET
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589,197'W --S8044.471/ S914147AW 589,19'47'W
— SEE
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R6E CAP TRACT 1 1 CORNER PA BRASS DATED
-- 25.
WARIER 15N, BRA% DEUNEA113/ WATERY/An I 5540125 RN
25, WI 1243.60 0c3 SECTION
BEARING) 2636.29' SECTION 40* TRACT 112* 55510 KUNO
NCRTH FOUND a
OF
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A -.-1..223.67 --------
-
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1297 __ i OTE:
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1353 1352 1351 mot IED
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40.4 .0.4 SAt.
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RUE
71 I N r I- I i 1 I -L
Z1
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1298 6 SHEET SEE
CCRNE1-1—jh
96E III
1514, BRASS 1962
25, 881 DATED
NORDIWEST SECITh FOUND CAP
l_

0. 4 NO. 0E13
1511 LA_:t 105: DWG. FP09 9
Silt
to
075/20.
60 0-52004
LENGTH 31.42' 2209' 2048' 345.42' FEET
nlym,Arr
DELTA 0090'00' 2512.32. 302096' 74.40'59. 30
TABLE puppirr
CURVE 20.00' 50.00' saacr 265.00'
0
CORNERy ROE CP, TABOR CUR 012 013 014 531 SCALE 1,,,,nown•latvmoocs
1514 W/ 30
NORTHEAST 25. MBAR 19527
22
SECTION FOUND
1173
1980.16' N890'44% 330.01'
L
VNAE-•-I
1'
FOREST
NATIONAL
TCNTO 42901,100
•\'‘, •
2640.22' 659.92' 0.15.62' ___
H DELINEATED WATERWAYS
—660.05'
—1189.413'401 —989,41140*E I • TRACT 404
'4•Rt'Al. 41.$ 1170
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S1697413"19 R.S0 5.0. I It 1. —SM
f'1 ,1 _ A '1..110.;6--4, 1169
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QUARTER 25. BOA
SECTION FOUND
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11,11
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30
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1E SHEET 1153
70.5 —1O1017'0,6 --- SEE
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11
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1175 SHEET
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1160 SEE
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1161

0N0040* ENCRNM,ALIMOIG 2019002 NUMBER: CASE KW APPROVED:
MEOGANI.35/ES01.3012436 I 21.EMGMANDAVE,STEGS0 -I- NJO&L 1 4-26-19 REVISED: GS DRAWN:
MANAGE j SURVEY I ELAN j ENGINEER =t
LSUN HILGARTWI ARIZONA COUNTY, MARICOPA NO: TRACKING MUNICIPAL $HOWN AS SCALE: r.•
EAST WAY RIVER VERDE NORTH 2019 JUNE DATE:
ffrEg 713 UNIT - FtIVEIR VERDE STATUS: NO.:1222 PROJ.
IIh2Gerlwimm. propeety sde IS is document — IGGNI.son Copmkpl.
FOREST NATONAL 10110
C TRACT 999.50'-
5
364.47.—
WAY JUVENTINO N 344 R0092.21'M - - )1 A ACT TR
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1368
1367
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LP
CONSTRUCTION 219-08-0170
(UNSUBDRADED)
IECAVAII APR
DELINEATED
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ON 404
LP
CONSTRUCTEN 219-30-0170
(UNSORDIVIDED)
TEGAVAII APW
1383
DELINEKIED
WATERWAYS
1404
1384 272.43'
CORNER 126E, CAP 1962
CORNER RAE CAP 1962 TON. BRASS 0611:0
3511. BRASS DRIED 7.0554.14 QUARTER 25, BUM
QUARTER 25. BTU LP SECTOR FOUND
SEClION FOUND 10611
100111 1385 CONSTRUCTION 219-36-016T 01/10111 24271 46.251 434.571
(UNSUBDIVIDED) 0600111 9.47 7.001
lEGAVAH APIA DELTA 90110BOT 1035158" 121.271?
TABLE TABLE DIRECTION NO2'4E31TE S87111129TE 1311
CUM/E RADIUS 16.0rf 250.00. UNE NO2141
NO.
NO. 020 C33 LONE
RIVER OR 1262. 51CR CURVE
VERDE UNIT BOON 23,
PER PACE

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30
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1144 LP
E OINSIRUCTON 219-38-0170
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/ CONSTRUCTOR 219-38-0170
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LENGTH 27.05' 2181' 42.91'
DELTA 79.42,1 8231.35" 415.02.
i S, 1138 TABLE
1 A CUM RADIUS soma' 500.00'
>fr•Al 410.5!
NO
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OR _L-705 7.921
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cc,•
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1373
1136
1374

DOUGLAS A. DUCEY THOMAS BUSCHATZKE
Governor Director
ARIZONA DEPARTMENT ofWATER RESOURCES
1110 West Washington Street, Suite 310
Phoenix, Arizona 85007
602.771.8500
azwater.gov
December 27, 2016
VIA CERTIFIED MAIL
DeAnn Hauver
Southwest Ground-water Consultants, Inc.
3033 N. 44th Street, Suite 120
Phoenix Az 85018
Re: Certificate of Assured Water Supply
Trilogy at Verde River, Units 3C, 3D-lot 8, 5A-lots 35-44 & tracts E-H, Units 5B, 6A, 6B, 7A &
7B. DWR File No. 27-700917.0000
Dear Ms. Hauver:
The Arizona Department of Water Resources (Department) has determined that the criteria for an Assured
Water Supply pursuant to A.R.S. § 45-576 and A.A.C. R12-15-701 et seq. have been met, and therefore the
Director has decided to issue Assured Water Supply Certificate No.27-700917.0000. Rio Verde Utilities will
provide the water supply to the lots. The source of supply will be groundwater and Central Arizona Project
water. Based on current information, the Department has determined that the subdivision's total projected
demand is 257.78 acre-feet per year for 513 lots, and the groundwater allowance for the 100-year period is
515.56 acre-feet. The Certificate is attached. The Department suggests you record your Certificate of Assured
Water Supply in the appropriate county recorder's office. This will provide you with a permanent public
record of the Certificate.
This determination is applicable only to the person or entity specified on the Certificate and for the plat
reviewed by the Department. Infoimation used in evaluating this application is available for review in the
Department's files. Please contact us if questions arise.
Pursuant to A.R.S. § 41-1092.03, the Department is notifying you that the Director's determination and
decision to issue the Certificate is an appealable agency action. You are entitled to appeal this action. If
you wish to appeal this action, you must file a written appeal within thirty (30) days from receipt of this
letter. I am providing you with a summary of the appeal process and an appeal form, should you elect to
pursue this option.
Gerry s' L. V Mjalker, " Deputy Assistant ry — Director
Water Planning & Permitting Division
GLW/rbo
Enclosures

Page 2
Subdivision Name: Trilogy at Verde River, Units 3C, 3D-lot 8, 5A-lots 35-44 & tracts E-H, Units 5B, 6A,
6B, 7A & 7B
File Number: 27-700917.0000
CC via electronic mail:
Candi Cox, CAGED
Carla Randolph, Arizona Department of Real Estate
Thomas Broderick, Arizona Corporation Commission
David Dunaway, Arizona Department of Environmental Quality
Heide A. Kocsis, Az. State Land Department

ARIZONA DEPARTMENT OF WATER RESOURCES
NOTICE OF RIGHT TO APPEAL AGENCY ACTION
I. Right to Request Hearing
You have the right to request a hearing on the agency action described in the enclosed letter.
To request a hearing, you must file a notice of appeal with the Docket Supervisor, Arizona Department
of Water Resources, 3550 North Central Avenue, Phoenix, Arizona 85012 within thirty (30) days from
the date of your receipt of this letter. Effective June 13, 2016, the Department's address will be
1110 West Washington Street, Suite 310, Phoenix, Arizona 85007. A Notice of Appeal faun is
enclosed. Pursuant to A.R.S. § 41-1092.03, the grounds for appeal by a party who will be adversely
affected by the agency action and who exercised a right to comment on the action provided by law or
rule is limited to the issues raised in the party's comments.
If you file a timely notice of appeal, a hearing will be scheduled and you will be given written
notice of the time and place for the hearing at least thirty (30) days before the hearing date. The date
scheduled for the hearing may be advanced or delayed on the agreement of the Department and the
parties to the action or on a showing of good cause. If no party files a notice of appeal within thirty
days from the date of receipt of the enclosed letter, the agency action described in the letter will
become final and will not be subject to judicial review.
II. Right to Request Informal Settlement Conference
If you file a timely notice of appeal as described above, you will have the right to request an
informal settlement conference. A request for an informal settlement conference must be in writing
and must be filed with the Docket Supervisor, Arizona Department of Water Resources, 3550 North
Central Avenue, Phoenix, Arizona 85012 not later than twenty (20) days before the hearing date.
Effective June 13, 2016, the Department's address will be 1110 West Washington Street, Suite
310, Phoenix, Arizona 85007. The enclosed Notice of Appeal foul' includes a place for you to
request an infoiinal settlement conference. If you file a timely request for an informal settlement
conference, the Department will give you written notice of the time and place for the settlement
conference. An informal settlement conference must be held within fifteen (15) days after the request
is filed.
If an informal settlement conference is held, a person with the authority to act on behalf of the
Department will represent the Department at the conference. The parties participating in the settlement
conference will waive their right to object to the participation of the Department's representative in the
final administrative decision. Statements, either written or oral, made by the appellant at the
conference, including a written document, created or expressed solely for the purpose of settlement
negotiations, are inadmissible in any subsequent administrative hearing.
DI. Agency Contact Person
If you have any questions regarding the appeals process, or the process for requesting an
informal settlement conference, please contact the Docket Supervisor at (602) 771-8472.
Rev. 05/23/16

STATE OF ARIZONA
DEPARTMENT OF WATER RESOURCES
CERTIFICATE OF ASSMED WATER SUPPLY
This is certify\that
Tegavah Construction LP, a Delaware firnited partnrship, VR Community Association,
Inc., an Arizona no -profit corpor tion, as owners,
with Tegavah Marketing LPia l/Aware limiked partnership, as buyer,
have met the requirements of .A.,E § 45 576 and th applicable regulations, and
By powers vested in the Direct° oft e Arizom Depa tin& t of Water Resources by the
State of Arizona, and subject o the/conditionsSoirrJntained i 1\ the applicable regulations,
Are issued t s Ce ificate of Assu ed Water °ppply for
Trilogy at Verde River, Uni c 3C 3D-lot 8, SA-lots 3 44 & tra E-H, Units 5B, 6A, 6B,
7A & 7B
Tow chip ection 25 6
GSRB&M Ma icon County, PHOENIX Active Malian ement Area
Sufficient water of adequ,, c lity will be continuously avail hie to satis the water demand of
the referenced subdivisio fir4t least one hundred years. The ferenced s bdivision consists of
513 lots as described i reliminary plat on file with the De artment, d has an estimated
water demand of 2 7.78 acre-feet per year. The subdivision ill be se] ed commingled
groundwayer a d Central Arizona Project water by io Verde utilities.
his C rtificate is invalid as to any entity not na ed above. \
is Celli k4te may be assigned pursuant to A.A. R12-15-705.
Certificate Number: 27-700917.0000
ARIZONA DEPARTMENT OF WATER RESOURCES
Date
TYPE A CERTIFICATE

Maricopa County
Environmental Services Department
Water & Waste Management Division
Subdivision Infrastructure & DATE: March 11, 2019
Planning Program
1001 N. Central Avenue #150
Phoenix, Arizona 85004 TO: Derek Scheerer, Planning & Development Dept.
Phone: (602) 372-2907
Fax: (602) 506-5813 Planner
TDD 602 506 6704
FROM: Souren Naradikian, RE.
Senior Civil Engineer
SUBJECT: Trilogy Unit 7B Final Plat. 52019002/B201902103/6
The Maricopa County Environmental Services Department (MCESD) has received
documentation for the Trilogy Unit 7B preliminary Plat at Verde River project.
According to the documents submitted, Rio Verde Utilities will provide potable water
and sanitary sewer services to the project. The project area is not within the urbanized
area regulated by the Maricopa County Stormwater Quality Program.
Plans for the water and sewer lines must be submitted to MCESD, under application
and fee, for ATC review and approval prior to approval of the Final plat. Currently,
our records do not show that any plans and specifications for the water and sewer
lines have been submitted.
Based on the above, MCESD raise concern for this project to the Planning &
Development Department in Accela Automation on March 11, 2019.
It should be noted that this document does not approve the referenced project.
Comments are provided only as advisory to Maricopa County Planning and
Development Department to assist staff to prepare a staff report. Other Maricopa
County agencies may have additional requirements. Final review and approval will be
made through Planning and Development Department procedures. Applicant may
need to submit separate applications to the Maricopa County Environmental Services
Department for approval of proposed facilities regulated by the Department. Review
of any such application will be based on regulations in force at the time of application.