Extracted text (via ocr_local)
19026 characters
ORDINANCE NO. 5038
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF CHANDLER,
ARIZONA, GRANTING AN INGRESS — EGRESS EASEMENT TO SALT
RIVER PROJECT AGRICULTURAL IMPROVEMENT AND POWER
DISTRICT, FOR ACCESS TO THE CITY’S AIRPORT WATER
RECLAMATION FACILITY PUMP STATION AT THE CONSOLIDATED
CANAL AT NO COST.
WHEREAS, the City is improving the Airport Water Reclamation Facility (“‘AWRF”) by piping
water from the Consolidated Canal into the facility; and
WHEREAS, Salt River Project Agricultural Improvement and Power District (“SRP”) has
agreed to grant the City an Easement over the Consolidated Canal property for this purpose; and
WHEREAS, SRP requires an Ingress-Egress Easement from the City at this location in order to
have access to its power facilities that are located on AWRF property (the “Easement”).
NOW, THEREFORE, BE IT ORDAINED by the City Council of the City of Chandler, Arizona,
as follows:
Section 1.
Section 2.
Section 3.
That the City Council of the City of Chandler, Arizona, authorizes and approves
the granting of the Easement to SRP, through, under and across that certain
property legally described and depicted in Exhibit “A” attached hereto and made a
part hereof by this reference, at no cost as the granting of the easement is a benefit
to the Citizens of Chandler.
That the granting of said Easement shall be in a form approved by the City
Attorney attached hereto as Exhibit “B”.
That the Mayor of the City of Chandler, Arizona, is hereby authorized to execute
the Easement and this Ordinance on behalf of the City.
INTRODUCED AND TENTATIVELY APPROVED by the City Council of the City of
Chandler, Arizona, this day of 2022.
ATTEST:
CITY CLERK
MAYOR
Ordinance No. 5038
Page 2
PASSED AND ADOPTED by the City Council of the City of Chandler, Arizona, this day
of , 2022.
ATTEST:
CITY CLERK MAYOR
CERTIFICATION
I HEREBY CERTIFY that the above and foregoing Ordinance No. 5038 was duly passed and
adopted by the City Council of the City of Chandler, Arizona, at a regular meeting held on the
day of , 2022, and that a quorum was present thereat.
CITY CLERK
APPROVED AS TO FORM
CITY ATTORNEY
pMa
EXHIBIT “A”
(Legal Description and Drawing)
8/15/22 7
Signod -F
LEGAL DESCRIPTION
CITY OF CHANDLER RWIF
EASEMENT TO BENEFIT SRP
AN EASEMENT OVER A PORTION OF THE PROPERTY DESCRIBED IN DOCUMENT
NO. 1992-0734666, RECORDS OF MARICOPA COUNTY, ARIZONA, LOCATED IN THE
NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 2 SOUTH, RANGE 5 EAST OF
THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT A FOUND 3” CITY OF CHANDLER BRASS CAP FLUSH AT THE
EAST QUARTER CORNER OF SAID SECTION 15, FROM WHICH A FOUND 3” CITY
OF CHANDLER BRASS CAP IN A HAND HOLE AT THE SOUTHEAST CORNER OF
SAID SECTION 15 BEARS SOUTH 00 DEGREES 17 MINUTES 06 SECONDS EAST, A
DISTANCE OF 2,646.43 FEET;
THENCE NORTH 00 DEGREES 17 MINUTES 35 SECONDS WEST, ALONG THE EAST
LINE OF SAID SECTION 15, A DISTANCE OF 1,024.63 FEET;
THENCE SOUTH 89 DEGREES 31 MINUTES 04 SECONDS WEST, DEPARTING SAID
EAST LINE, A DISTANCE OF 250.55 FEET TO THE POINT OF BEGINNING;
THENCE NORTH 82 DEGREES 00 MINUTES 00 SECONDS WEST, A DISTANCE OF
36.35 FEET;
THENCE NORTH 08 DEGREES 00 MINUTES 00 SECONDS EAST, A DISTANCE OF 7.66
FEET;
THENCE NORTH 82 DEGREES 00 MINUTES 00 SECONDS WEST, A DISTANCE OF
26.98 FEET;
THENCE NORTH 08 DEGREES 00 MINUTES 00 SECONDS EAST, A DISTANCE OF
43.85 FEET;
THENCE SOUTH 81 DEGREES 43 MINUTES 39 SECONDS EAST, A DISTANCE OF
41.67 FEET TO THE POINT OF A NON-TANGENT CURVE CONCAVE TO THE
SOUTHEAST, WITH A CHORD BEARING OF NORTH 31 DEGREES 25 MINUTES 28
SECONDS EAST, A CHORD DISTANCE OF 75.43 FEET;
THENCE NORTHEASTERLY ALONG SAID NON-TANGENT CURVE, HAVING A
RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF 44 DEGREES 18
MINUTES 58 SECONDS, A DISTANCE OF 77.35 FEET;
THENCE NORTH 53 DEGREES 34 MINUTES 57 SECONDS EAST, A DISTANCE OF
66.27 FEET TO A POINT OF CURVE TO THE LEFT;
THENCE NORTHEASTERLY ALONG SAID CURVE, HAVING A RADIUS OF 75.00
FEET, THROUGH A CENTRAL ANGLE OF 40 DEGREES 16 MINUTES 17 SECONDS, A.
DISTANCE OF 52.72 FEET TO A POINT OF REVERSE CURVE TO THE RIGHT;
THENCE NORTHEASTERLY ALONG SAID CURVE, HAVING A RADIUS OF 46.00
FEET, THROUGH A CENTRAL ANGLE OF 77 DEGREES 12 MINUTES 42 SECONDS, A
DISTANCE OF 61.99 FEET TO A POINT ON THE WEST LINE OF THE CONSOLIDATED
CANAL RIGHT OF WAY ACCORDING TO BOOK 215 OF MAPS, PAGE 8, RECORDS OF
MARICOPA COUNTY, ARIZONA;
THENCE SOUTH 10 DEGREES 04 MINUTES 07 SECONDS WEST, ALONG SAID WEST
RIGHT OF WAY LINE, A DISTANCE OF 15.17 FEET TO THE POINT OF A NON-
TANGENT CURVE CONCAVE TO THE SOUTH, WITH A CHORD BEARING OF
NORTH 88 DEGREES 37 MINUTES 02 SECONDS WEST, A CHORD DISTANCE OF 4.97
FEET;
THENCE WESTERLY ALONG SAID NON-TANGENT CURVE, DEPARTING SAID
WEST RIGHT OF WAY LINE, HAVING A RADIUS OF 10.00 FEET, THROUGH A
CENTRAL ANGLE OF 28 DEGREES 46 MINUTES 25 SECONDS, A DISTANCE OF 5.02
FEET TO A POINT OF COMPOUND CURVE TO THE LEFT;
THENCE SOUTHWESTERLY ALONG SAID CURVE, HAVING A RADIUS OF 32.00
FEET, THROUGH A CENTRAL ANGLE OF 63 DEGREES 41 MINUTES 05 SECONDS, A
DISTANCE OF 35.57 FEET TO A POINT OF REVERSE CURVE TO THE RIGHT;
THENCE SOUTHWESTERLY ALONG SAID CURVE, HAVING A RADIUS OF 89.00
FEET, THROUGH A CENTRAL ANGLE OF 40 DEGREES 16 MINUTES 17 SECONDS, A
DISTANCE OF 62.56 FEET;
THENCE SOUTH 53 DEGREES 34 MINUTES 57 SECONDS WEST, A DISTANCE OF
66.27 FEET TO THE POINT OF A NON-TANGENT CURVE CONCAVE TO THE
SOUTHEAST, WITH A CHORD BEARING OF SOUTH 29 DEGREES 00 MINUTES 37
SECONDS WEST, A CHORD DISTANCE OF 71.99 FEET;
THENCE SOUTHWESTERLY ALONG SAID NON-TANGENT CURVE, HAVING A
RADIUS OF 87.06 FEET, THROUGH A CENTRAL ANGLE OF 48 DEGREES 50
MINUTES 28 SECONDS, A DISTANCE OF 74.21 FEET;
THENCE SOUTH 82 DEGREES 00 MINUTES 00 SECONDS EAST, A DISTANCE OF 7.68
FEET;
THENCE SOUTH 08 DEGREES 00 MINUTES 00 SECONDS WEST, A DISTANCE OF
43,33 FEET TO THE POINT OF BEGINNING.
SAID EASEMENT CONTAINS 6,444 SQUARE FEET OR 0.148 ACRES, MORE OR LESS.
QUEEN CREEK ROAD
CITY OF CHANDLER
DOC. NO. 1992—0734666 M.C.R.
303—41—008C
ACCESS EASEMENT
TO BENEFIT SRP
SEE SHEET 2
/
ral
POINT OF ay
$89°31'04"W 250.55’
OCOTILLO ROAD
—
NO17°35"W 2651.64
MCQUEEN ROAD
SO17'06"E 2646.43
BASIS OF BEARING
=!
NORTHEAST CORNER
SECTION 15, T2S, RSE
POINT NOT FOUND
FOUND 3” CITY OF CHANDLER
BRASS CAP FLUSH
EAST QUARTER CORNER
SECTION 15, T2S, RSE
POINT OF COMMENCEMENT
FOUND 3” CITY OF CHANDLER
BRASS CAP IN HAND HOLE
SOUTHEAST CORNER
SECTION 15, T2S, R5E
PHOENIX, AZ 85024
480.922.0780
RICK
ENGINEERING COMPANY
Ea EE
22425 N 16TH STREET SUITE #1
rickengineering.com
San Diego - Riverside - San Luis Obispo - Sacramento - Orange - Tucson - Phoenix - Las Vegas - Denver
TO BENEFIT SRP
ACCESS EASEMENT
CHANDLER, ARIZONA
DRAWING: | 5279_SRPEASEMENT.DWG
JOBH 5279 | SCALE: NTS} SHT: 1 OF 3
DRAFTER:
JAS | CHK: ELS] DATE: 8/15/22
CITY OF CHANDLER
DOC. NO. 1992—0734666 M.C.R.
303—41—008C
ACCESS EASEMENT
TO BENEFIT SRP
a
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L2 bt $89°31'04”W 250.55"
POINT OF BEGINNING
TO BENEFIT SRP
22425 N 16TH STREET SUITE #1
R I ( ; K PHOENIX, AZ 85024 ACCESS EASEMENT
480.922.0780 CHANDLER, ARIZONA
ENGINEERING COMPANY rickengineering.com
DRAWING: 5279_SRPEASEMENT.DWG
San Diego - Riverside - San Luis Obispo - Sacramento - Orange - Tucson - Phoenix - Las Vegas - Denver
7 JOBH 5279 | SCALE: NTS] SHT: 2 OF 3
DRAFTER: JAS | CHK: ELS] DATE: 8/15/22
JASON A.
SEGNERI
LINE TABLE
LINE DIRECTION LENGTH
uu N82°00’00"W | 36.35’
L2 N8°00'00"E 7.66
L3 N82°00’00”W 26.98"
L4 N8°00'00"E 43.85
LS S81°43'39"E 41.67
L6 N53°34’57°E 66.27
L7 S10°04'07"W | 263.14
L8 $53°34’57"W 66.27’
L9 S82°00'00"E 7.68)
L10 S8°00’00”W 43,33’
CURVE TABLE
CURVE DELTA RADIUS LENGTH CHORD
C1 44°18'58” | 100.00’ 77.35° N31°25'28"E 75.43’
C2 4016717” 75.00’ 52.72’ N33°26'49"E 51.64’
C3 7712742” 46.00" 61.99’ N51°55°02”E 57.40’
C4 28°46'25” 10.00’ 5.02’ S88°37'02”E 4.97’
cs 63°41'05” 32.00’ 35.57’ S45°09'13"W 33.77’
C6 401617” 89.00’ 62.56’ $33'26'49"W 61.28’
C7 48°50'28” 87.06’ 74.21 S29°00'37"W 71.99’
RICK
ENGINEERING COMPANY
CS
San Diego - Riverside - San Luis Obispo - Sacramento - Orange - Tucson - Phoenix - Las Vegas - Denver
AZ 85024
22425 N 16TH STREET SUITE #1
PHOENIX,
480.922.0780
rickengineering.com
TO BENEFIT SRP
ACCESS EASEMENT
CHANDLER, ARIZONA
DRAWING: — 5279_SRPEASEMENT.DWG
JOB# 5279 | SCALE:
NTS
SHT: 3 OF 3
DRAFTER: — JAS | CHK:
ELS
DATE: 8/15/22
EXHIBIT “B”
(SRP Easement)
WHEN RECORDED MAIL TO:
SALT RIVER PROJECT
Land Department/PAB400
P. O. Box 52025
Phoenix, Arizona 85072-2025
INGRESS & EGRESS EASEMENT
Maricopa County R/W #2011 Agt. PAR
Parcel # 303-41-008C Job #LJ91900
Sec. 15 2S 5E NEQ W_PAR_ C_JEP
CITY OF CHANDLER, ("Grantor"),
an Arizona municipal corporation,
hereinafter called Grantor, for and in consideration of the sum of One Dollar, and other valuable
consideration, receipt of which is hereby acknowledged, does hereby grant and convey to SALT RIVER
PROJECT AGRICULTURAL IMPROVEMENT AND POWER DISTRICT, an agricultural
improvement district organized and existing under the laws of the State of Arizona, its agents, employees,
contractors and permittees and its and their respective successors and assigns, hereinafter called the
Grantee, the non-exclusive right, easement and privilege of full and free vehicular and pedestrian
ingress and egress over, across and upon the following described property:
Said easement being more particularly described on EXHIBIT A
attached hereto and by reference made a part hereof
Grantor shall not construct, install or place, or permit to be constructed, installed or placed upon
the property described herein any fence, wall, structure or other improvement which shall interfere with or
impede Grantee's right of full and free ingress and egress.
Grantee shall have the right (but not the obligation), at its expense, to pave, grade or otherwise
improve the surface of the property described herein or portions thereof to facilitate Grantee's right of
ingress and egress thereto.
In the event Grantee records a document to formally abandon use of the easement granted herein,
all Grantee's rights hereunder shall cease and shall revert to Grantor.
The covenants and agreements herein set forth shall extend and inure in favor and to the
benefit of and shall be binding on the heirs, administrators, executors, personal representatives, legal
representatives, successors (including successors in ownership and estate), assigns and lessees of the
Grantor and Grantee.
The individual executing this document represents and warrants: (i) that he or she is authorized
to do so on behalf of Grantor; (ii) that he or she has full legal power and authority to bind Grantor in
accordance with the terms herein and, if necessary, has obtained all required consents or delegations of
such power and authority (whether from any partner, owner, spouse, shareholder, director, member,
manager, creditor, investor, developer, governmental authority, judicial or administrative body,
association, or other person or entity); and (iii) that the execution, delivery, and performance by
Grantor of this document and all others relating to the easement will not constitute a default under any
agreement to which Grantor is a party. The individual executing this document shall indemnify,
defend and hold harmless Grantee for, from and against any and all losses, costs, expenses, liabilities,
claims, demands, and actions of any kind or nature, including court costs and attorneys’ fees, arising or
accruing as a result of the falsity of any of his or her representations and warranties contained in this
document.
REMAINDER OF THIS PAGE LEFT INTENTIONALLY BLANK
IN WITNESS WHEREOF, THE CITY OF CHANDLER, an Arizona municipal
corporation, has caused its name to be executed by its duly authorized representative(s) this
day of ,20_
THE CITY OF CHANDLER,
an Arizona municipal corporation
By:
Its:
APPROVED AS TO FORM:
City Attorney for the
City of Chandler
pUe
STATE OF )
) ss.
COUNTY OF )
On this day of , 20 , before me, the undersigned, personally
appeared > as
, of THE CITY OF CHANDLER, an Arizona municipal
corporation, and such authorized representative acknowledged that this document was executed on
behalf of the corporation for the purposes therein contained.
Notary Public
My Commission Expires:
Notary Stamp/Seal
Note: This instrument is exempt from the real estate transfer fee and affidavit of legal value required
under A.R.S. Sections 11-1131 and 11-1132 pursuant to the exemptions set forth in A.R.S. Sections 11-
1134(A)(2) and (A)(3).
EXHIBIT A
ATTACHED
LEGAL DESCRIPTION
CITY OF CHANDLER RWIF
EASEMENT TO BENEFIT SRP
AN EASEMENT OVER A PORTION OF THE PROPERTY DESCRIBED IN DOCUMENT
NO. 1992-0734666, RECORDS OF MARICOPA COUNTY, ARIZONA, LOCATED IN THE
NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 2 SOUTH, RANGE 5 EAST OF
THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT A FOUND 3” CITY OF CHANDLER BRASS CAP FLUSH AT THE
EAST QUARTER CORNER OF SAID SECTION 15, FROM WHICH A FOUND 3” CITY
OF CHANDLER BRASS CAP IN A HAND HOLE AT THE SOUTHEAST CORNER OF
SAID SECTION 15 BEARS SOUTH 00 DEGREES 17 MINUTES 06 SECONDS EAST, A
DISTANCE OF 2,646.43 FEET;
THENCE NORTH 00 DEGREES 17 MINUTES 35 SECONDS WEST, ALONG THE EAST
LINE OF SAID SECTION 15, A DISTANCE OF 1,024.63 FEET;
THENCE SOUTH 89 DEGREES 31 MINUTES 04 SECONDS WEST, DEPARTING SAID
EAST LINE, A DISTANCE OF 250.55 FEET TO THE POINT OF BEGINNING;
THENCE NORTH 82 DEGREES 00 MINUTES 00 SECONDS WEST, A DISTANCE OF
36.35 FEET;
THENCE NORTH 08 DEGREES 00 MINUTES 00 SECONDS EAST, A DISTANCE OF 7.66
FEET;
THENCE NORTH 82 DEGREES 00 MINUTES 00 SECONDS WEST, A DISTANCE OF
26.98 FEET;
THENCE NORTH 08 DEGREES 00 MINUTES 00 SECONDS EAST, A DISTANCE OF
43.85 FEET;
THENCE SOUTH 81 DEGREES 43 MINUTES 39 SECONDS EAST, A DISTANCE OF
41.67 FEET TO THE POINT OF A NON-TANGENT CURVE CONCAVE TO THE
SOUTHEAST, WITH A CHORD BEARING OF NORTH 31 DEGREES 25 MINUTES 28
SECONDS EAST, A CHORD DISTANCE OF 75.43 FEET;
THENCE NORTHEASTERLY ALONG SAID NON-TANGENT CURVE, HAVING A
RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF 44 DEGREES 18
MINUTES 58 SECONDS, A DISTANCE OF 77.35 FEET;
THENCE NORTH 53 DEGREES 34 MINUTES 57 SECONDS EAST, A DISTANCE OF
66.27 FEET TO A POINT OF CURVE TO THE LEFT;
THENCE NORTHEASTERLY ALONG SAID CURVE, HAVING A RADIUS OF 75.00
FEET, THROUGH A CENTRAL ANGLE OF 40 DEGREES 16 MINUTES 17 SECONDS, A
DISTANCE OF 52.72 FEET TO A POINT OF REVERSE CURVE TO THE RIGHT;
THENCE NORTHEASTERLY ALONG SAID CURVE, HAVING A RADIUS OF 46.00
FEET, THROUGH A CENTRAL ANGLE OF 77 DEGREES 12 MINUTES 42 SECONDS, A
DISTANCE OF 61.99 FEET TO A POINT ON THE WEST LINE OF THE CONSOLIDATED
CANAL RIGHT OF WAY ACCORDING TO BOOK 215 OF MAPS, PAGE 8, RECORDS OF
MARICOPA COUNTY, ARIZONA;
THENCE SOUTH 10 DEGREES 04 MINUTES 07 SECONDS WEST, ALONG SAID WEST
RIGHT OF WAY LINE, A DISTANCE OF 15.17 FEET TO THE POINT OF A NON-
TANGENT CURVE CONCAVE TO THE SOUTH, WITH A CHORD BEARING OF
NORTH 88 DEGREES 37 MINUTES 02 SECONDS WEST, A CHORD DISTANCE OF 4.97
FEET;
THENCE WESTERLY ALONG SAID NON-TANGENT CURVE, DEPARTING SAID
WEST RIGHT OF WAY LINE, HAVING A RADIUS OF 10.00 FEET, THROUGH A
CENTRAL ANGLE OF 28 DEGREES 46 MINUTES 25 SECONDS, A DISTANCE OF 5.02
FEET TO A POINT OF COMPOUND CURVE TO THE LEFT;
THENCE SOUTHWESTERLY ALONG SAID CURVE, HAVING A RADIUS OF 32.00
FEET, THROUGH A CENTRAL ANGLE OF 63 DEGREES 41 MINUTES 05 SECONDS, A
DISTANCE OF 35.57 FEET TO A POINT OF REVERSE CURVE TO THE RIGHT;
THENCE SOUTHWESTERLY ALONG SAID CURVE, HAVING A RADIUS OF 89.00
FEET, THROUGH A CENTRAL ANGLE OF 40 DEGREES 16 MINUTES 17 SECONDS, A
DISTANCE OF 62.56 FEET;
THENCE SOUTH 53 DEGREES 34 MINUTES 57 SECONDS WEST, A DISTANCE OF
66.27 FEET TO THE POINT OF A NON-TANGENT CURVE CONCAVE TO THE
SOUTHEAST, WITH A CHORD BEARING OF SOUTH 29 DEGREES 00 MINUTES 37
SECONDS WEST, A CHORD DISTANCE OF 71.99 FEET;
THENCE SOUTHWESTERLY ALONG SAID NON-TANGENT CURVE, HAVING A
RADIUS OF 87.06 FEET, THROUGH A CENTRAL ANGLE OF 48 DEGREES 50
MINUTES 28 SECONDS, A DISTANCE OF 74.21 FEET;
THENCE SOUTH 82 DEGREES 00 MINUTES 00 SECONDS EAST, A DISTANCE OF 7.68
FEET;
THENCE SOUTH 08 DEGREES 00 MINUTES 00 SECONDS WEST, A DISTANCE OF
43.33 FEET TO THE POINT OF BEGINNING.
SAID EASEMENT CONTAINS 6,444 SQUARE FEET OR 0.148 ACRES, MORE OR LESS.
SEGNERI
8/15/22 4
Sig ZZ
gned -
QUEEN CREEK ROAD
CITY OF CHANDLER
DOC. NO. 1992-—0734666 M.C.R.
303-—41—008C
ACCESS EASEMENT
TO BENEFIT SRP
SEE SHEET 2
i
rl
POINT OF comme!
$89°31'04"W 250.55’
OCOTILLO ROAD
—~.
NO17°35"W 2651.64
MCQUEEN ROAD
T° $017°06"E 2646.43"
BASIS OF BEARING
|
ee
NORTHEAST CORNER
SECTION 15, T2S, RSE
POINT NOT FOUND
JASON A.
SEGNERI
8/15/22.
Zr.
2,
Pe
FOUND 3” CITY OF CHANDLER
BRASS CAP FLUSH
EAST QUARTER CORNER
SECTION 15, T2S, RSE
POINT OF COMMENCEMENT
FOUND 3” CITY OF CHANDLER
BRASS CAP IN HAND HOLE
SOUTHEAST CORNER
SECTION 15, T2S, RSE
PHOENIX, AZ 85024
480.922.0780
RICK
ENGINEERING COMPANY
ET
22425 N 16TH STREET SUITE #1
rickengineering.com
San Diego - Riverside - San Luis Obispo - Sacramento - Orange - Tucson - Phoenix - Las Vegas - Denver
TO BENEFIT SRP
ACCESS EASEMENT
CHANDLER, ARIZONA
DRAWING: —5279_SRPEASEMENT.DWG
JOBH 5279 | SCALE: NTS|SHT: 1 OF 3
DRAFTER: — JAS| CHK: ELS] DATE: 8/15/22
CITY OF CHANDLER
DOC. NO. 1992—0734666 M.C.R.
303-—41—008C
ACCESS EASEMENT
TO BENEFIT SRP
eo
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$89°31'04"W 250.55’
POINT OF BEGINNING
TO BENEFIT SRP
22425 N 16TH STREET SUITE #1
R I C K PHOENIX, AZ 85024 ACCESS EASEMENT
480.922.0780 CHANDLER, ARIZONA
ENGINEERING COMPANY rickengineering.com
eee ree Ed DRAWING: _5279_SRPEASEMENT.DWG
San Diego - Riverside - San Luis Obispo - Sacramento - Orange - Tucson - Phoenix - Las Vegas - Denver
JOB# 5279 | SCALE: NTS] SHT: 2 OF 3
DRAFTER: JAS | CHK: ELS| DATE: 8/15/22
LINE TABLE
LINE DIRECTION LENGTH
uu N82°00'00"W 36.35"
L2 N8°00’00"E 7.66
L3 N82°00’00”W 26.98’
L4 N8‘00'00”E 43.85’
LS S$81°43'39"E 41.67’
L6 N53°34'57°E 66.27’
L7 S10°04’07"W | 263.14’
L8 $53°34'57"W 66.27
Lg $82°00’00"E 7.68
L10 S8°00'00”"W 43.33
JASON A.
SEGNERI
2, 8/15/22 4
S Signed 7
CURVE TABLE
CURVE DELTA RADIUS LENGTH CHORD
C1 44°18'58” | 100.00’ 77.35° N31°25'28"E 75.43’
C2 401617” 75.00’ 52.72’ N33'26'49"E 51.64’
C3 7712'42” 46.00’ 61.99’ N51°55°02"E 57.40’
C4 28°46'25” 10.00’ 5.02’ S$88°37'02”E 4.97’
cs 63°41'05” 32.00’ 35.57’ S45°09'13"W 33.77’
C6 4016117” 89.00" 62.56’ $33°26'49"W 61.28’
C7 48°50’ 28” 87.06’ 74.21 $29°00'37"W 71.99’
22425 N 16TH STREET SUITE #1
PHOENIX, AZ 85024
480.922.0780
RICK
ENGINEERING COMPANY
Sa TET
San Diego - Riverside - San Luis Obispo - Sacramento - Orange - Tucson - Phoenix - Las Vegas - Denver
rickengineering.com
TO BENEFIT SRP
ACCESS EASEMENT
CHANDLER, ARIZONA
DRAWING: 5279_SRPEASEMENT.DWG
JOBH 5279 | SCALE: NTS|SHT: 3 OF 3
DRAFTER: JAS | CHK: ELS] DATE: 8/15/22