Orangetree Plat 1979 & History

2AS3-A2A ——————_— __ — __ __

ORANGETREE

A SUBDIVISION OF A PORTION OF THE: SOUTHEAST QUARTER OF SECTION 18, TOWNSHIP 1 SOUTH, RANGE 5 EAST, OF THE GILA AND SALT RIVER BASE

Q/3-aBD

AND MERIDIAN, MARICOPA COUNTY, ARIZONA.

DEDICATION: —

STATE OF ARIZONA
COUNTY OF MARICOPA

Khow oll men by these presents :

That Transamerica Title Insurance Company, a California Corporation, as Trustee and not
personally, under its Trust Mo.2024_, and that Cathedral of Fraise, an Arizona Corporation,
as Owner of "Tract A", has subdirided under the name of Orangetree” that portion of
the Southeast Quarter of Seetion 18, Township f South, Range 5 East of the GESRB¢EM, Maricopa
County, Arizona, as shown hereon, and hereby publishes this plat as and for the plat of said
‘Orangerree” and hereby declares that said plat sets forth the location and gives the
dimensions of the lots, streets, tracts, and easements constituting the same, and that each lot
street and tract sha// be known by the number, name or letter that is giren to each, respectively
on said plat; and that Transamerica Title Insurance Company, a California Corporation, as Trustee,
hereby dedicates to the public, for use as such, the streets and easements tor public utlities as
shown on sald plat and included in the above deserihed premises. Other easements are to be-
provided for the purposes shown hereon.

In witness whereof:

Transamerica Title Insurance Company, a California Corporation, as Trustee, has caused ifs

corporate name to be signed and its corporate seal tobe atfized by the undersigned officer,
thereunto duly authorized this @™ day of __Suly 1979.

For Transamerica Title Insurance Company, a California Corporation, as Trustee +

VASSISTANT SECRETARY

In witness whereof:
Cathedral of Praise, an Arizona Corporation, as Owner of "Tract A", has caused its corporate
name to be signed and its corporate sea/ to be affized by the undersigned officer, thereunto
duly authorized this _ I= day of _Liaey , 1979.

For Cathedral of Praise, an Ar/zona Corporation :

Yuz HM rtlnase

P2700 @ fFLES/DENT

ACKNOWLEDGEMENT:

STATE OF ARIZONA
COUNTY OF MAR/COPA

On this, the ©" day of Sy ,/974, before me the undersigned officer, personally
appeared _ Roy R. Tanney , Who acknowledged himself to be Assistant Secretary of
Transamerica Title Insurance Company, a Calitornia Corporation, and acknowledged that he,’
as Assistant Secretary, being authorized so fo ao, executed the foregoing instrument for
the purposes therein contained, by signing the name of the corporation, as Trustee, hy himselh
as Assistant Secretary.

In witness hereof: I hereunto set my hand and offieral sea/:
My commission expires :Seyst. 21, 198Z- Notary Public Bashara Aa’

o

ACKNOWLEDGEMENT:
STATE OF ARIZONA
COUNTY OF MAR/COPA

On this, the 2” day of SlenY __, 1979, betore me the undersigned officer, personally
appeared AEE Koh mg: , who acknowledged himself to be an Officer of Cathedral

OP Prarse, an Arizona Corporation, and acknowledged that he, as such Officer, being authorized
so fo do, executed the foregoing instrument for the purposes therein contained, by signing the
name of the coroorarion.

In witness whereof: I hereunto set my hand and offrera/ seal : y
My commission exprres 2 Llay 2S, (FFX Notary Public Cleo, JH Maat

R. . . ke € BULL
; MOOSE
DAIVE
" LEVEL "
DETAIL ‘A’ re

, NOT TO SCALE oa rr
LEW. X-SECTION OF LETEWIIOV EALHENT ; 4 —; ?

APPROVALS: NOTES: * | nen

Approved by the City Council of the City of Chandler, Arizona,
on thls, the 2&#E day of MAY » 1979.

Attest: hekhox Lye Can

CITY CLERK

_/ f YOR

I ocertity that all engineering conditions and reguiremeltts
of the Lhandler Svbdiyision Code have been comp/sied with.

Stig Lew? ate 7-[°-77F

"Ly Zk Zngineer Dare

IT certity that sn my opinion all lets shown on the
subdivision conform to goed sand planning polreres
and are surtable far the purposes for which they
were subdivided.

Whew =2) TS 2-0 -77

Li+y Flavrver / 7 Dere

BAS/S OF BEARINGS:

The bearing, N89°59'33'W, of rhe monumentline of Warner Road,
as shown on the map of "Caballos Ranchitos", as recorded in
Book 1/8 of Maps, Page 31, Records of Maricopa County
was taken as the Bass of Bearings tor this map.

LEGEND:
cmmmmrcrmmme Subdivision Boundary
Easements for Pubsic Ufilrtres CEPU) or Service

Easements (SE)
—_—— Evlsting Rights-of- Way or Derelopment
Monument (Set 42" Rebar , unless other-
wise noted)

Monument (Fd fa" Rebar, unless otherwise

O) noted)

ene b+— Easements to Mountain Bell, Arizona Fublic
OP) | Serriee, € Salt River Project ror Telephones
L_ Gas, € Electric Facs/ities +Other Public Utilities
fp bee PU.CTYP?
RW LINE.
zZ 6'x6' Transtormer Easement (Typ)
79 | 78

— =s — , . _
/' Vehicular Non Access Easement
==
VY UNAE.

BENEFICIARY OF TRUST:

The beneticraries of the Trust are disclosed tn the instru-
ment recorded in Docket_@08__ Page _722__, MCR

L Gross Area ° 07. 399 Acres
2 Number of Lots 22" 2BO Lots
3. Construction within utility easements to be limited to
utilities and wood, wire, or rermorable-section type
fencing. Me
4, All communreation lines te be constructed underground
as required by the Arizona Corporation Commission .

General Order R-/4-2-/33.

RETENTION ___EASEMENT __COVENANT-

An £asemen?t for the Disposa/ of Storm Water FRunoff
Subject tortne Fol/owing Terms and Conditions, Over, Linder
and Across the Indicated Properties.

LUrless Written Authorization has been Granted hy the
City of Chandler the Owner(s) of "Tract A” of 'Orangertree
Developement shall not at any Time Hereafter Fill, Alter or
Deviate from"Detai/A” of ¢h/§ Plat the Proposed Grades
Shown or Peduce the Volume of Storage Required Within the
Easement Nor the said Owner(s) shal! not at any Time
Hereafrer Block, Obstructor Impede in any Manner the Flow
of Wafer fo or Across or Through the Easements or Drainage
Structures on said "Tract A" nor sha!! said Owner(s) Cause
or Suffer yo he Erected on the Easement Area any Building
or Structure.In the Ever? Damage Fesults from Violating
this Covenant fo any Property said Owner(s) Agrees vo
Hepair at /11s Own Expense A// Such Damage. The Owner(s)
Shall have a Ferpetual Obligation to Maintain the
Lasement Hrea and/or Structure(s) Described an the Plat
to the City of Chandler Standards for Mainjwenance.

ENGINEER'S CERT/FICATE:

LEH. MeDonie, hereby certify: thatlama Registered Cryi/
Engineer th the State of Arizona; that this map, consisting
of 5 sheets, correctly represents a surrey made under my
supervision during the month of _MerEUyste ,1978; that
the survey 1s true and complete os shown; that all monuments
shown actually ezrst as shown, that their positions are correct
as shown, and thot said monuments are sufficient to enable the
surrey to be retraced.

STATE OF ARIZO%4 } s
County of Maricnn {

I herehy certify that the with-
in instrument was fst and re:

corded at request of a a
JUL 41 1979 -1 15

in 800k ZA! 2

on pace A a

Biase aay hat and official,
f= aay aml yea storesaid.
#. Fervor

t 7 pera’

Sheet 1 of6 Sheets
BBage engineering corporaLion

4820 n. black canyon highway — sulte 200
phoenix, arizona 85017

(602) 249-4893
—_

ESTES ~ "ORPANGETREEL” ~ ~~ FINAL PLAT — JOB ¥ 77.030 —~ TAN, 1979

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4820 n. black canyon highway — suite 200
Phoenix, arizona 85047

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(602) 249-1893 _
Estes —"Orangetree”—- Final Plat - Job * 77030 - Nov 1978

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SE Cor See. 18 CURVE DATA CHART CURYE DATA CHART
ia : ‘ CURVE RADIUS ARC DELTA TANGENT CHORD CURVE | RADIUS ARC DELTA TANGENT CHORD 12"
7/8, RSE,GESR |
B ehs Fa/ Cotton / 756.00 198.69 O15. O% 30 99.92 198.12 68 334.00 596.27 102. 17-12 414.57 520.18
2 & M7, ; 2 444.00 408.16 052. 40.13 | 219.78 393.94 . 69 15.00 2/84 O83. 25. O7 13.37 19.96 S |
7 J 3 630.00 39.25 O03. 34. 12 19.63 39.25 70 444.00 568.06 O73. 18-17 330.37 530.10
Pioker Spindle per 4 435.00 385.30 050. 45.00 | 206.32 372.83 @ 71 570.00 138.58 O13. 55.47 | 69.63 138.24 Ne |
Record of Surrey, 5 756.00 324.83 024. 37-05 | 164.96 322. 33 RN) 72 630.00 126.69 O11. 32.23 | 63.66 126.67 a
BL 198 R 19 MCR 6 700.00 230.12 018 50. O7 $16.41 229.08 K 73 630.00 57 .44 O05. 13. 24 28.74 57.42 TRS) | S
. 4 Gg Op CE a V0 7 700.00 209./1 O/7- O6- 58 105. 34 208 . 34 x 74 866.00 195.45 O12. §§- 52 98.14 195.03 Vs .
8 700.00 2/ .00 001. 43. 09 10.50 2/00 Q 75 375.00 106.42 O16- 15.35 | 53.57 106.06 Sn | y
9 700.00 237 .67 O19. 27-13 119.99 236 .53 t 76 733.00 248.88 O12. 27-13 125.65 247 68 LS | N
10 700.00 28.47 002. 1% 48 14.23 28. 96 iy 77 667.00 219.27 O18. 50.07 110.63 2/8. 28 a)
i 700.00 209.20 O/7. O7- 25 105.39 208.43 RK 78 667 .00 2!.69 O01. 5/- 47 10.85 21.69 MN |
12 600.00 67 .53 O06- 26- 56 33.80 67.50 S 79 667 .00 121.64 010. 26.58 | 60.99 121.48 6 a
13 600.00 65.05 O06. 12. 4/ 32.55 65.01 SS 80 325.00 92.23 O16- 15. 35 46.43 91.92 Sa [3
(4 325.00 119.87 021. O7- 58 60.62 119,19 8 25.00 59.85 137- 10.00 | 63.74 46.55 rN 4 ~ 4
15 309.00 587 ./3 108. 52. 05 432.15 502.71 a 82 50.00 239.63 274. 3§- 26 0.00 67 .82 oD | N
16 600.00 266.66 025. 27- 52 135.57 264. 47 ey 83 25.00 59.41 136-09.40 | 62./3 46.39 ‘ N
(7 600.00 236.63 022. 35. 47 119.87 235.10 Way 84 916.00 95.66 O05- 59. O 497 87 95.62 ly
18 600.00 30.03 002. 52. 05 15.02 30.03 ye 85 916.00 85.03 O05. 19. O7 42.55 85.00
19 600.00 725.15 O69. 14. 47 414.27 68/ .8/ X 86 630.00 198.93 Ol 8 O08 30 100.30 198.10 Re) {
20 600 .00 185.2/ O17- 4/- 10 93.35 184.47 ~ 74 570.00 127 .38 012. 48. 13 63.95 127 11 Q Be
2/ 600.00 376.23 O35- 55. 37 194,53 370.09 ¥R 88 275.00 97.00 020. 12. 34 49.01 96.50 A 9g)
22 600.00 163.71 O15. 38.00 | 82.37 163.20 89 275.00 38.14 O0?- 56. 46 19.10 38.11 Qis
23 600.00 145.87 O13. 55. 47 73.30 145.51 90 50.00 36. /4 O41. 24. 35 18.90 35.36 * (G fs
24 600.00 8/1 .82 O77- 31- 24 48! 75 75! .30 9/ 50.00 229.38 262. 42.09 0.00 75.00 | e
25 600 .00 160.57 0/15. 20. OO 80.77 160.09 92 50.00 36.14 O4!. 24. 35 18.90 35.36 \
26 600.00 651.25 O62. 11. 24 36! 87 619.75 93 225.00 124.69 O31. 45. O7 63.99 123.10 iY
27 600.00 266.53 025. 27- O06 135.50 264. 34 o4 733.00 179.93 O14. OZ 53 90.42 179.48 =
28 600.00 229.35 021- 54. OG 116.09 227. 95 570.00. 9! .70 009. 13.03 45.95 91.60 ~ S Q
29 600.00 37.18 003. 33. 00 18.59 37.1. 96 630.00 95.28 OO8. 39. 53 47.73 95.18 i N
30 400.00 70.64 O10. O7- 06 35.41 70.55 Cd 630.00 74.33 006. 45.35 | 37.2! 74.28 ic) & 68
3/ 350.00 99.32 O16. (5. 35 50.00 98.99 98 630.00 82.86 007- 32.10 41.49 82.80 S = Ny uj
32 89! .00 251 41 O/6- 08 51 126.39 250.28 99 405.00 187.89 026. 34. 53 95.67 186.21 g el 4
33 600.00 332.51 O31. 45. OF '70.64 328. 27 100 455.00 216.65 027. 16- 56 110.42 214.61 Ped iN 0
34 600.00 198.76 O18. 58. 50 100.30 197 . 86 101 570.00 19.01 001. 54.38 | 9.50 19.01 t 9) qt
35 600 .00 133.74 O12. 46. 7 67.15 133.46 102 295.00 122.58 O23. 48. 31 62.19 121.70 © — 1 Noor00'07"E (k) |
36 600.00 223.08 02/- 18 O9 112.84 22! .80 103 25.00 59.36 136-03 /6 61.96 46.37 = } 110.60
37 600.00 98.06 O03. 21-51 49.14 WH .95 104 50.00 237 .46 272. 06- 32 0.00 69.40 BS
: 38 600.00 259.02 024. 44. O4 131.56 257 .O/ 105 25.00 59.36 136-0316 | 61.96 46. 37 >° | ny
39 600.00 62.12 O05. 55. 56 3/.09 62.09 106 345.00 56.43 0023. 22. 20 28.28 56.37 e ° \
40 320.00 150.91 027- 01-10 76.88 149.51 107 345.00 90.26 O14. 52. 22 45.39 90.00 by
4/ 430.00 247 .30 032. 57- O6 127 17 243.9/ 108 570.00 206 .O6 020. 42. 46 104.17 204. 94 & r
42 250.00 138.54 O3/- 45. O7 71.10 136.78 109 630.00 305.56 027. 47-21 155.85 302.57 | >
43 640.00 40.02 003- 34- 58 20.02 40.02 110 630.00 599.34 O54. 30. 27 324.52 576.99 | 1
44 60.00 30.68 029. 18. O4 15.69 30.35 Mr 375.00 66.22 010.07-06 | 33.20 66./4 >
45 60.00 127.47 12/- 43 30 107 .63 (04.8! 112 425.00 75.05 010.07.06 | 37.62 74.96 esp 52"w.(R)—|
46 60.00 24.67 O23. 33. 23 12.51 24.49 113 630.00 128.59 O11.41-42 | 64.52 128.37 NO# ————
47 560.00 60.71 006. 12. 4/ 30.38 60.68 114 50.00 36.14 O41. 24. 35 18.90 35.36 ; —— 110.00
- . 48 15.00 18.03 O68. 52. 02 10.28 16.96 115 50.00 229.35 262.49.09 | 0.00 75.00 > ye , |
49 300.00 110.65 021- 07- 58 55. 96 110.02 116 50.00 36.14 O41. 24. 35 18.90 35.36 { y/ ao Xe
50 60.00 24.67 023. 33.23 | 12.5! 24.49 17 570.00 (77.88 O17. 52.48 4 89.67 177 16 a vo | 2° Iek 73 Ry
S/ 60.00 134.35 128 17-31 123.82 107.99 118 630.00 279.86 O25. 27. O6 142.28 27 . 56 BONG y/ : i) KS ; -
52 60.00 30.46 0292.05.13 | 15.57 30.13 11g 570.00 727.11 O73.05.19 | 422.46 678.8! “OX 2oa5 € “MASONRY WALL 7 4 \] .) Se ia
53 284.00 468.49 O94. 31-00 | 307.32 41715 120 630.00 93.17 008. 28.26 | 46.67 93.09 ONS Sopa OE “es tAkg VIZ 06'E (®) 9
54 20.00 45.34 129. 52. 49 42.77 36.23 121 158.00 32! 54 116- 35.58 | 255.82 268. 86 = ; J SNe, MZASOMME () =
55 50.00 23/95 265. 47. 36 0.00 73.26 122 174.00 354.10 116- 35.58 | 281.73 296.08 NOI*/2'O6"E S08 GF 3 = “oS 89 SS °
56 20.00 44.85 128. 29.46 | 41.46 36.03 123 444.00 760.70 098.09.50 | 512.24 67/01 — I VEHICULAR NOM-ACCESS EASEMENT Big =} nor 12'06"E 105.92 N88° 47' 54"w
57 625.00 85.27 007. 49.02 | 42.70 85.2! 124 460.00 588.53 073.1817 | 342.28 549.20 DOBSON DOBSON 9 SIs Ane Mas. Was 8/ .00
58 625.00 95. 37 O08. 44. 34 97.78 95.28 125 460.00 126.84 O15. 47. 54 63.82 126.44 2D. 2 ‘4 %|* sROA D 9 :
59 50.00 36.14 O41. 24. 35 18.90 35.36 126 740.00 (71.90 O13: 1836 | 86.34 171.52 NIU20G6E BS ® :
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4820 n black canyon highway — sulte 200

phoenix, arizona 85017
(602) 249.4893

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4820 n black canyon highway — sulte 200
phoenix. arizona 85017
(602) 249 1893

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Sheet 6 of 6 Sheets
€Bage engineering corporation

4820 n black canyon highway — sulte 200
phoenix, arizona 85917 -
(602) 249 1893

2 / 3 - a : . ESTE S —"OBANGETREE” — FINAL PLAT + JOB #77030 — NOY 1978.
ve A

Chandler, AZ 85224-2195

City of Chandler Planning Division December 3, 2018
215 E. Buffalo St.
Chandler, Arizona 85225

Attn: Lauren Schumann
Senior Planner, City of Chandler Planning Division

RE: DVR18-0021 Willow Park
Dear Ms. Schumann

It was good to meet you on November 27" 2018 at the initial neighborhood meeting and to learn more
information about the Preliminary Development Plan for the Willow Park Subdivision.

As I said during the neighborhood meeting, I agree with the City Planning Department that a single family
subdivision would be a good fit for our neighborhood. But I do contest that the proposed development plan that
requires the HOA for a 7.9 acre subdivision to own and maintain a 5 acre regional retention basin/park as a part of
the 12.9 acre total PAD is not a sustainable plan. The proposed Willow Park development plan is very likely to
fail over time from the financial liability of the regional retention basin just like the previous development plan
for the Orangetree Subdivision has failed.

The Orangetree development and subdivision that was approved in 1979 by the Mayor, Chandler City Council,
City Clerk, City Engineer and the City Planner having the Cathedral of Praise Church owning and maintaining a
5 acre regional storm water retention basin should be used as a text book example of a development plan that was
destined to fail over time.

Thave attached a copy of my letter to Mr. David Verheist, Strom Water Programs Coordinator for the City of
chandler dated May 2, 2018 as a reference to the long history of issues with the regional retention basin that is
owed by Cathedral of Praise Church an Arizona tax exempt corporation.

Now more than ever it is imperative that the City of Chandler take ownership of this regional storm water
retention basin by donation, purchase or Eminent Domain.

Tam respectfully requesting that the City of Chandler carefully review all the facts and past history of this unique
regional retention basin then change the city's position of refusing to take ownership of this basin in order to fix
the mistake that was made 39 years ago.

Ihave attached several documents related to the history of this unique regional storm water retention basin.

This letter will serve as notice, that the storm water retention easement for the Orangtree and Tierra Dobson I subdivisions
might not be designed or constructed correctly. Also, the retention easement has not been maintained by the property owner

which has caused a public health hazard,

Thank you for your consideration of my requests.

Sincerely,
GUM.

Duane A Lidman

Chandler, AZ 85224-2195

Addenda added
May 2.2018 |o9.17-2019
City of Chandler
Mail Stop 909
PO Box 4008

Chandler, Arizona 85224-4008

Attn: David Verhelst

RE: Storm Water Retention Easement
Dear Mr. Verhelst

It was good to meet with you at the Mayor's Listening Tour on April 3, 2018 and to discuss the issues with the
storm water retention easement for the Orangetree and Tierra Dobson I subdivision watershed areas.

As we discussed the retention basin for the two subdivisions was inundated with storm water after the record
setting rainfall event in September of 2014. The top of the water pool was backed up onto several streets in the
Orangetree Subdivision and was lapping at the garage doors of several houses along North Bullmoose Dr. The
water did not percolate and the affected streets held the water pool until a City of Chandler Fire Department pump
truck transferred the water into a nearby ADOT retention basin two days later. I have attached a few pictures
showing the extent of the water pool. After the storm I drove around to look at other nearby subdivisions and
noted there retention basins were all at full capacity but none of the water pools had backed up onto the
neighborhood streets to the extent and depth that it did in our subdivision. After these observations it is apparent
that the retention easement for the Orangetree and Tierra Dobson I subdivisions does not have an adequate water
volume capacity for the watershed area. Storm water pictures attached.

The storm water retention easement for the Orangetree and Tierra Dobson I subdivisions is on private land that is
owned the Cathedral of Praise Inc. at 2400 W Warner Road. I suspect that private ownership of a retention
easement for two subdivisions is a unique condition within the City of Chandler. The vast majority of retention
easements for residential subdivisions within Chandler are on land owned by HOAs, the City of Chandler Parks
Division, utility, railroad, or irrigation district easements. County Assessor and ACC documents enclosed.

See

|| The-C thedral.

£ Deoica I bdivided-thei-tendjn-1079.
GUnOGTar Off Fase ane, Sua vied thei tanditt

toto +h. OO. ot: AT Deak. a Ne dixctos
into-the-Orangtree-and-Fierra Dobson-tsubdivisions.

Addenda

After reviewing the subdivision documents the retention easement lies within tract A of the 107.399 acre

Orangetree subdivision. The 40.81 acre Tierra Dobson I subdivision is also within the retention easement
watershed but it is not apparent on the subdivision documents that these 40.81 acres were also included in the
storage volume design for the Orangetree retention easement. In fact no watershed area and retention easement
volume storage calculations are included on the Orangetree subdivision document. Subdivision documents and
areal image enclosed.

The overall condition of the retention basin has been in a slow decline for many years. Silt and grass has built up
at the ends of the concrete splash aprons to a depth of more than 12". This silt and grass buildup impedes the
water flow onto the easement which creates small pools of stagnant water that do not percolate through the
concrete aprons. During our monsoon season these pools of stagnant water become a breeding ground for swarms
of mosquitoes that are a known vector for disease and a public health hazard. The sloped banks of the retention
easement have been slowly eroding for many years and the naturally occurring silt buildup at the terminus of the
concrete aprons has never been removed. In 1997 the perimeter of the basin had 41 trees (satellite view attached)
in 2018 this number has declined to 18 live trees, one dead standing tree and several plies of dead tree trimmings

DUANE LIDMAN

2315 W. Palomino Drive
Chandler, AZ 85224-2195

and brush. The grass area of the basin has seen a history of minimal irrigation or lawn mowing maintenance.
Areal and street level images attached.

During the subdivision-processitis unclearwhy the Cathedral of Praise Ine-chosete retain-ownership-of the
retenti- et mont in teoot A hich includ tential for liahilitn and toh, oi at, hued. a
ee perpetual obligation-_to-the pareetowner. | It is however apparent that the condition of the retention easement has
addenda

been in a slow decline since the subdivisions were created in 1979. It is also evident that the Cathedral of Praise
Inc. has not maintained the retention easement and landscaping in a manner that complements adjacent properties
and our community.

1am respectfully requesting that the City of Chandler take the following actions for the storm water retention
easement for the Orangetree and Tierra Dobson I Subdivisions:

¢ Forward these concerns to the city planning and engineering departments for a review of the subdivision
documents in order to determine that the retention easement volume calculations for both subdivisions
meet the City of Chandler and Maricopa County Flood Control District requirements.

¢ Ifthe storm water storage volume for both subdivisions or the percolation rate of the retention easement
is found to not meet all current City and Maricopa County Vector Control requirements then action
should be taken to require the land owner to bring the retention easement into compliance before the
2018 monsoon season.

¢ Inspect the current condition of the retention easement and then fully enforce all City of Chandler
standards for maintenance as mandated by the Retention Easement Covenant as a part of the Orangetree
Subdivision documents.

If the perpetual obligation for the maintenance of the retention easement is to large of a financial burden for the
private land owner then I respectfully request that the City of Chandler use Eminent Domain to acquire the
portion of parcel 302-79-503 that includes the retention easement, then increase the storage capacity of the
easement for the protection of the two subdivisions and the benefit of our community and its citizens.

If the retention easement is acquired by the City of Chandler perhaps the chain link fence, private property/no
trespassing signs, dead trees, landscape debris, seasonal weeds and 39 years of naturally occurring silt infill could
be removed from the easement. In the future with planning and budget allocations the retention easement could
be further improved and incorporated within the City Parks Department. A small City of Chandler Park within
the retention easement would be of great benefit for all citizens of our community as well as the owner of the
remaining portion of parcel 302-79-503.

Thank you for your consideration of my requests.

This letter will serve as notice that the storm water retention easement for the Orangtree and Tierra Dobson I
subdivisions might not be designed or constructed properly and the retention easement has not been maintained
by the property owner which has caused a public health hazard.

If you would like to further discuss the issues with this storm water retention easement I can be reached at the
following number. Duane Lidman, Cell 602-722-1989

Sincerely,

BUA.

Duane A Lidman

DUANE LIDMAN

2315 W. Palomino Drive
Chandler, AZ 85224-2195

Addenda
Letter to Verhelst 5-2-18

09-17-2019

Reference: Maricopa County Recorders Document Docket 13326 Page 1197-1199
Deed Of Trust - signed December 11" 1978 by Greg Rodman Pastor and President of Cathedral of Praise.

The Cathedral of Praise purchased Orangetree Subdivision Tract A which includes the stormwater retention
easement from the developer Estes Homes who carried the loan.

According to Mr. Steve McGough who was the Superintendent for Estes Homes and worked on the Orangetree
Subdivision project the Cathedral of Praise purchased Tract A from Estes Homes as part of what he describes as a
“three-way unorthodox deal” between the City of Chandler, Estes Homes and the Cathedral of Praise Church.

At the time the City of Chandler was asking developers to build subdivisions with an HOA which was a newer
concept in the late 1970s.

Estes Homes who owned the land was not interested in developing a subdivision with an HOA.

At the same time the Cathedral of Praise Church was looking for some land to build a new church and school in
the East Valley.

These three parties agreed on a deal where the Cathedral of Praise would purchase Tract A at a deeply discounted
price in exchange for taking on the maintenance of the retention basin for the Orangetree Subdivision.

When the plat was approved in 1979 it included the Retention Easement Covenant where the owner of Tract A the
Cathedral of Praise was responsible for maintenance and assumed liability of retention basin in perpetuity.

The three party “AGREEMENT” was also signed in 1979 by the City of Chandler, the owner of Tract A the
Cathedral of Praise and the developer Estes Homes. This agreement was essentially an insurance policy in case
the developer or the owner of Tract A defaulted on their obligations. The AGREEMENT also defines the specific
requirements for the maintenance of the basin to a park like condition. Many of the home loans within the
subdivision were backed by the FHA and maintenance of the stormwater retention basin serving the borrowers
was a requirement for lending.

Buy signing the 1979 AGREEMENT the City of Chandler was required to “notify the FHA that it will maintain
the Retention Basin in the event either or both the Owner of Developer fails to perform”.

Estes homes then moved forward with developing the subdivision and selling homes with FHA backed loans for
many of their sales.

According to Mr. Steve McGough it was early on when church was not following through with their obligation to
mow the lawn area on a regular basis. Steve attended a number of meetings with the City of Chandler and the
Owner of Tract A to enforce the agreement.

In October of 1984 Estes Homes sold the last home in the Orangetree Subdivision and completed their obligation
as part of the three party “AGREEMENT” that was signed in 1979.

The Owner of Tract A and City of Chandler are still bound by the 1979 AGREMENT that runs with the land in
perpetuity.

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| 2017 Image

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