Site Plan & Elevations

PROJECT DESCRIPTION
PROJECT PHOTO
PROJECT DIRECTIONS
VICINITY MAP
PROJECT TEAM
PROJECT INFORMATION
SHEET INDEX
PHO TWELVE OAKS
360 S. TWELVE OAKS BLVD.
CHANDLER, AZ 85226
T-1
TITLE AND
INFORMATION
ISSUE STATUS:
PHO TWELVE OAKS
SITE NAME & ADDRESS:
360 S TWELVE OAKS BLVD
CHANDLER, AZ 85226
PROPRIETARY INFORMATION
THE INFORMATION CONTAINED IN THIS SET OF
DRAWINGS IS PROPRIETARY BY NATURE. ANY
USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO THIS PROJECT IS STRICTLY
PROHIBITED WITHOUT THE WRITTEN CONSENT
OF P+S CONSULTING LLC
126 W GEMINI DR
TEMPE, AZ 85283
P.O. BOX  50039
Phoenix, Arizona 85076
PHONE: 602-403-8614
www.ise-inc.biz
ISE Incorporated
Structural Engineers
1
1
SYMBOLS
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1
NORTH
1
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1
1
1
1
NORTH
SITE
IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT
AND/OR ANTENNA FRAMES WHERE ANCHORING TO A
CONCRETE ROOF SLAB IS REQUIRED, CONTRACTORS
SHALL CONFIRM (PRIOR TO SUBMITTING BID) WITH
CONSULTING 
CONSTRUCTION 
COORDINATOR 
AND
ARCHITECT THE PRESENCE OF POST TENSION TENDONS
WITHIN THE ROOF SLAB - RESULTING FROM AN
UNDOCUMENTED DESIGN CHANGE IN THE EXISTING
BUILDING 
"AS-BUILT 
DRAWING 
SET" 
- 
HAVING
INDICATED 
AN 
ORIGINAL 
DESIGN 
SOLUTION 
OF
REINFORCED CONCRETE W/ EMBEDDED STEEL REBAR.
IN THE EVENT POST TENSION SLAB SOLUTION IS
PRESENT, CONTRACTOR SHALL INCLUDE PROVISIONS
FOR X-RAY PROCEDURES (INCLUDED IN BID) FOR ALL
PENETRATION AREAS WHERE ANCHORING OCCURS.
CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN
THE FIELD BY MARKING UP (REDLINING) THE APPROVED
CONSTRUCTION SET AND SUBMITTING THE REDLINED
SET 
TO 
(COMPANY) 
REPRESENTATIVE 
UPON
COMPLETION.
CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN
AND HAZARD FREE DURING CONSTRUCTION AND
DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH DAILY.
CONTRACTOR 
SHALL 
REMOVE 
EQUIPMENT 
NOT
SPECIFIED AS REMAINING ON THE PROPERTY OR
PREMISES.  SITE SHALL BE LEFT IN CLEAN CONDITION
AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF
ANY NATURE.
ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE
NEW AND OF GOOD QUALITY, FREE FROM FAULTS AND
DEFECTS AND IN CONFORMANCE WITH THE CONTRACT
DOCUMENTS. ANY AND ALL SUBSTITUTIONS MUST BE
PROPERLY APPROVED AND AUTHORIZED IN WRITING BY
THE OWNER AND ENGINEER PRIOR TO INSTALLATION.
THE CONTRACTOR SHALL FURNISH SATISFACTORY
EVIDENCE AS TO THE KIND AND QUALITY OF THE
MATERIALS AND EQUIPMENT BEING SUBSTITUTED.
ALL MATERIALS MUST BE STORED IN A LEVEL AND DRY
FASHION AND IN A MANNER THAT DOES NOT
NECESSARILY OBSTRUCT THE FLOW OF OTHER WORK.
ANY 
STORAGE 
METHOD 
MUST 
MEET 
ALL
RECOMMENDATIONS 
OF 
THE 
 
ASSOCIATED
MANUFACTURER.
ALL 
MATERIALS 
AND 
WORKMANSHIP 
SHALL 
BE
WARRANTED FOR ONE YEAR FROM ACCEPTANCE DATE.
THE CONTRACTOR SHALL PROVIDE COMPANY WITH.
PROPER INSURANCE CERTIFICATES NAMING (COMPANY).
AS ADDITIONAL INSURED, AND (COMPANY) PROOF OF
LICENSE(S) AND PE & PD INSURANCE.
CONTRACTOR IS RESPONSIBLE FOR APPLICATION AND
PAYMENT OF CONTRACTOR LICENSES AND BONDS.
STRUCTURAL STEEL NOTES:
1.
THE 
FABRICATION 
AND 
ERECTION 
OF
STRUCTURAL STEEL SHALL CONFORM TO THE AISC
SPECIFICATION FOR MANUAL OF STEEL CONSTRUCTION,
LRFD, 3RD EDITION.
2.
UNLESS OTHERWISE NOTED, ALL STRUCTURAL
ELEMENTS SHALL CONFORM TO THE FOLLOWING
REQUIREMENTS:
A.
STRUCTURAL STEEL, ASTM DESIGNATION A36.
B.
ALL BOLTS, ASTM A325 TYPE I GALVANIZED HIGH
STRENGTH BOLTS.
C.
ALL NUTS, ASTM A563 CARBON AND ALLOY STEEL
NUTS.
D.
ALL WASHERS, ASTM F436 HARDENED STEEL
WASHERS.
3.
ALL CONNECTIONS NOT FULLY DETAILED ON
THESE PLANS SHALL BE DETAILED BY THE STEEL
FABRICATOR IN ACCORDANCE WITH AISC SPECIFICATION
FOR MANUAL OF STEEL CONSTRUCTION, LFRD, 3RD
EDITION.
4.
HOLES SHALL NOT BE FLAME CUT THROUGH
STEEL UNLESS APPROVED BY THE ENGINEER.
5.
HOT-DIP 
GALVANIZE 
ALL 
ITEMS 
ULESS
OTHERWISE 
NOTED, 
AFTER 
FABRICATION 
WHERE
PRACTICABLE. 
GALVANIZING: 
ASTM 
A123, 
ASTM,
A153/A153M 
OR 
ASTM 
A653/A653M, 
G90, 
AS
APPLICABLE.
6.
REPAIR DAMAGED SURFACES WITH GALVANIZING
REPAIR METHOD AND PAINT CONFORMING TO ASTM
A780 OR BY APPLICATION OF STICK OR THICK PASTE
MATERIAL SPECIFICALLY DESIGNED FOR REPAIR OF
GALVANIZING. CLEAN AREAS TO BE REPAIRED AND
REMOVE SLAG FROM WELDS. HEAT SURFACES TO
WHICH STICK OR PASTE MATERIAL IS APPLIED, WITH A
TORCH TO A TEMPERATURE SUFFICIENT TO MELT THE
METALLICS IN STICK OR PASTE; SPREAD MOLTEN
MATERIAL UNIFORMLY OVER SURFACES TO BE COATED
AND WIPE OFF EXCESS MATERIAL.
7.
 A NUT LOCKING DEVICE SHALL BE INSTALLED ON
ALL PROPOSED AND/OR REPLACED BOLTS.
8.
ALL PROPOSED AND/OR REPLACED BOLTS SHALL
BE OF SUFFICIENT LENGTH TO EXCLUDE THE THREADS
FROM THE SHEAR PLANE.
9.
ALL PROPOSED AND/OR REPLACED BOLTS SHALL
BE OF SUFFICIENT LENGTH SUCH THAT THE END OF THE
BOLT BE AT LEAST FLUSH WITH THE FACE OF THE NUT. IT
IS NOT PERMITTED FOR THE BOLT END TO BE BELOW
THE FACE OF THE NUT AFTER TIGHTENING IS
COMPLETED.
10.
ALL ASSEMBLY AND ANCHOR BOLTS ARE TO BE
TIGHTENED TO A "SNUG TIGHT" CONDITION AS DEFINED
IN SECTION 8.1 OF THE AISC, "SPECIFICATION FOR
STRUCTURAL JOINTS USING ASTM A325 OR A490
BOLTS", DATED JUNE 30, 2004.
11.
FLAT WASHERS ARE TO BE INSTALLED WITH
BOLTS OVER SLOTTED HOLES.
12.
DO NOT OVER TORQUE ASSEMBLY BOLTS.
GALVANIZING ON BOLTS, NUTS, AND STEEL PARTS MAY
ACT AS A LUBRICANT, THUS OVER TIGHTENING MAY
OCCUR AND MAY CAUSE BOLTS TO CRACK AND SNAP
OFF.
13.
PAL NUTS ARE TO BE INSTALLED AFTER NUTS ARE
TIGHT AND WITH EDGE LIP OUT. PAL NUTS ARE NOT
REQUIRED WHEN SELF-LOCKING NUTS ARE PROVIDED.
14.
GALVANIZED ASTM A325 BOLTS SHALL NOT BE
REUSED.
15.
WELDING SHALL BE PERFORMED IN ACCORDANCE
WITH AMERICAN WELDING SOCIETY (AWS) D1.1-98
STRUCTURAL WELDING CODE STEEL.
ROOFTOP NOTES:
IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT
AND/OR ANTENNA FRAMES WHERE PENETRATION OF
EXISTING ROOFING MATERIALS OCCUR, THE GENERAL
CONTRACTOR SHALL COORDINATE WITH BUILDING
OWNER AND BUILDING ROOFING CONTRACTOR OF
RECORD FOR INSTALLATION, PATCH, REPAIR OR ANY
AUGMENTATION TO THE ROOF, AND HAVE THE WORK
GUARANTEED UNDER THE ROOFING CONTRACTOR'S
WARRANTY FOR MOISTURE PENETRATION OR AND
OTHER FUTURE BREACH OF ROOFING INTEGRITY.
IN THE CASE OF ROOFTOP SOLUTIONS WITH THE
INSTALLATION OF ANTENNAS WITHIN CONCEALED
(SHROUDED) SUPPORT FRAMES OR TRIPODS, THE
GENERAL CONTRACTOR SHALL COORDINATE WITH THE
FRP DESIGNER/FABRICATOR TO ENSURE THAT THE FINAL
FRP 
SHROUD 
IS 
SIMULATING 
(IN 
APPEARANCE)
DESIGNATED EXISTING EXTERIOR BUILDING FACADE
MATERIALS, TEXTURES, AND COLORS. THE CONTRACTOR
SHALL 
FURTHERMORE 
ENSURE 
THE 
USE 
OF
COUNTERSUNK FASTENERS IN ALL FRP CONSTRUCTION.
WHEN 
PHOTOSIMULATIONS 
ARE 
PROVIDED, 
THE
CONTRACTOR 
SHALL 
ENSURE 
THAT 
FINAL
CONSTRUCTION REPRESENTS WHAT IS INDICATED IN
PHOTOSIMULATION. 
SHOP 
DRAWINGS 
SHALL 
BE
PROVIDED 
TO 
THE 
GENERAL 
CONTRACTOR,
CONSTRUCTION COORDINATOR, AND ARCHITECT PRIOR
TO FABRICATION AND CONSTRUCTION.
VERIZON WIRELESS GENERAL NOTES:
CONTRACTOR TO HAVE A VERIZON WIRELESS NTP IN
HAND BEFORE COMMENCING ALL WORK.
CONTRACTOR MUST HAVE A VERIZON WIRELESS
APPROVED M.O.P. IN HAND BEFORE COMMENCING ALL
WORK.
PRIOR TO COMMENCING CONSTRUCTION, VERIZON
WIRELESS SHALL SCHEDULE AN "ON-SITE" MEETING
WITH ALL MAJOR PARTIES. THIS WOULD INCLUDE
(THOUGH NOT LIMITED TO) THE GENERAL CONTRACTOR,
VERIZON CONSTRUCTION MANAGER AND TOWER
OWNER.
BEFORE THE COMMENCEMENT OF ANY WORK, THE
CONTRACTOR WILL ASSIGN A PROJECT MANAGER WHO
WILL ACT AS A SINGLE POINT OF CONTACT FOR ALL
PERSONNEL INVOLVED IN THE PROJECT.  THIS PROJECT
MANAGER WILL DEVELOP A MASTER SCHEDULE FOR THE
PROJECT WHICH WILL BE SUBMITTED TO VERIZON
WIRELESS PRIOR TO THE COMMENCEMENT OF ANY
WORK.
CONTRACTOR TO LOG INTO VERIZON WIRELESS SYSTEM
PRIOR TO ENTERING SITE.
ACCESS TO THE PROPOSED WORK SITE MAY BE
RESTRICTED. THE CONTRACTOR SHALL COORDINATE
INTENDED CONSTRUCTION ACTIVITY, INCLUDING WORK
SCHEDULE AND MATERIALS ACCESS, WITH THE RESIDENT
LEASING AGENT FOR APPROVAL.
CONTRACTOR TO OBEY ALL REQUIRED WORK HOUR
TIMES ACCORDING TO VERIZON WIRELESS, PROPERTY
OWNER, PROPERTY LESSOR, AND OR JURISDICTION OR
ENTITY.  CONTRACTOR TO CONSULT OWNER FOR
PERFERRED HOURS TO AVOID DISTURBING NORMAL
BUSINESS OPERATIONS.
CONTRACTOR MUST OBEY AND OR PERFORM ALL
ZONING 
STIPULATIONS 
AS 
REQUIRED 
BY 
THE
JURISDICTION, VERIZON WIRELESS, AND OR PROPERTY
OWNER.
GENERAL CONTRACTOR TO COMPLY WITH ALL VERIZON
WIRELESS CONSTRUCTION INSTALLATION STANDARDS.
GENERAL NOTES:
ALL WORK PRESENTED ON THESE DRAWINGS MUST BE
COMPLETED BY THE CONTRACTOR UNLESS NOTED
OTHERWISE. 
THE 
CONTRACTOR 
MUST 
HAVE
CONSIDERABLE EXPERIENCE IN PERFORMANCE OF
WORK SIMILAR TO THAT DESCRIBED HEREIN. BY
ACCEPTANCE OF THIS ASSIGNMENT, THE CONTRACTOR
IS ATTESTING THAT HE DOES HAVE SUFFICIENT
EXPERIENCE AND ABILITY, THAT HE IS KNOWLEDGABLE
OF THE WORK TO BE PERFORMED AND THAT HE IS
PROPERLY LICENSED AND PROPERLY REGISTERED TO DO
THIS WORK IN THE STATE OF ARIZONA.
THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE
WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL
CONSTRUCTION 
MEANS, 
METHODS, 
TECHNIQUES,
SEQUENCES, 
AND 
PROCEDURES. 
THE 
GENERAL
CONTRACTOR MUST HAVE A SUPERINTENDANT ON SITE
DURING 
THROUGHOUT 
ENTIRE 
CONSTRUCTION
PROCESS.
CAUTION!  CALL BEFORE YOU DIG!  BURIED UTILITIES
EXIST IN THE AREA AND UTILITY INFORMATION SHOWN
MAY NOT BE COMPLETE.  CONTACT THE ONE-CALL
UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS
PRIOR TO CONSTRUCTION.  1-800-332-2344.
THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND
MATERIALS 
ACCORDING 
TO
MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS
NOTED OTHERWISE OR WHERE LOCAL CODES OR
ORDINANCES TAKE PRECEDENCE.
ALL WORK PERFORMED ON THE PROJECT AND
MATERIALS 
INSTALLED 
SHALL 
BE 
IN 
STRICT
ACCORDANCE 
WITH 
ALL 
APPLICABLE 
CODES,
REGULATIONS, AND ORDINANCES.  THE CONTRACTOR IS
RESPONSIBLE FOR INSURING THAT THIS PROJECT AND
RELATED WORK COMPLIES WITH ALL APPLICABLE LOCAL,
STATE, AND FEDERAL SAFETY CODES, REGULATIONS AND
ZONING STIPULATIONS GOVERNING THIS WORK.
THE CONTRACTOR MUST HAVE A VALID PERMIT ON SITE
AT ALL TIMES.  THE CONTRACTOR WILL BE RESPONSIBLE
FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS
OF THE PERMITS.
CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING
AND COORDINATING ALL INSPECTIONS.
GENERAL CONTRACTOR SHALL PROVIDE, AT THE
PROJECT 
SITE, 
A 
FULL 
SET 
OF 
CONSTRUCTION
DOCUMENTS UPDATED WITH THE LATEST REVISIONS
AND ADDENDA OR CLARIFICATIONS FOR USE BY ALL
PERSONNEL INVOLVED WITH THE PROJECT.  THIS SET IS
A VALID CONTRACT DOCUMENT ONLY IF THE TITLE
SHEET IS STAMPED "FOR CONSTRUCTION."
THE 
CONTRACTOR 
SHALL 
BE 
RESPONSIBLE 
FOR
VERIFICATION OF ALL MEASUREMENTS AT THE SITE
BEFORE ORDERING ANY MATERIALS OR DOING ANY
WORK. NO EXTRA CHARGE OR COMPENSATION SHALL BE
ALLOWED DUE TO DIFFERENCE BETWEEN ACTUAL
DIMENSIONS AND DIMENSIONS INDICATED ON THE
CONSTRUCTION DRAWINGS. ANY SUCH DISCREPANCY IN
DIMENSIONS, WHICH MAY BE FOUND, SHALL BE
SUBMITTED TO THE OWNER FOR CONSIDERATION
BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK
IN THE AFFECTED AREAS.
THE CONTRACTOR, UPON VERBAL REQUEST FROM
VERIZON WIRELESS 
SHALL 
PREPARE A WRITTEN
PROPOSAL DESCRIBING THE CHANGES IN WORK OR
MATERIALS AND ANY CHANGES IN THE CONTRACT
AMOUNT AND PRESENT TO VERIZON WIRELESS FOR
APPROVAL. SUBMIT REQUESTS FOR SUBSTITUTIONS IN
THE FORM AND IN ACCORDANCE WITH PROCEDURES
REQUIRED FOR CHANGE ORDER PROPOSALS.  ANY
CHANGES IN SCOPE OF WORK OR MATERIALS WHICH
ARE PERFORMED BY THE CONTRACTOR WITHOUT
WRITTEN CHANGE ORDER AS DESCRIBED SHALL PLACE
FULL RESPONSIBILITY OF THESE ACTIONS ON THE
CONTRACTOR.
DURING CONSTRUCTION, CONTRACTOR MUST ENSURE
THAT EMPLOYEES AND SUBCONTRACTORS WEAR HARD
HATS AT ALL TIMES. THE CONTRACTOR MUST COMPLY
WITH ALL APPLICABLE OSHA REQUIREMENTS AND ALL
CLIENTS SAFETY REQUIREMENTS.
PROVIDE DAILY UPDATES ON SITE PROGRESS, EITHER
VERBAL OR WRITTEN.
COMPLETE INVENTORY OF CONSTRUCTION MATERIALS
AND EQUIPMENT IS REQUIRED PRIOR TO START OF
CONSTRUCTION.
CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO
PROTECT 
EXISTING 
IMPROVEMENTS, 
EASEMENTS,
PAVING, CURBING, ETC. DURING CONSTRUCTION.  UPON
COMPLETION OF WORK, CONTRACTOR SHALL REPAIR
ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO
CONSTRUCTION ON OR ABOUT THE PROPERTY.
CONTRACTOR TO DOCUMENT ALL WORK PERFORMED
WITH PHOTOGRAPHS AND SUBMIT TO (COMPANY)
ALONG WITH REDLINED CONSTRUCTION SET.

APN: 301-89-001C
ZONING: SCHOOL
SOUTH TWELVE OAKS BOULEVARD
WEST WHITTEN STREET
EAST EARHART WAY
APN: 301-88-003B
ZONING: SCHOOL
(E) LESSOR'S PARCEL LINE
(E) 8' UNDERGROUND
POWER EASEMENT
(E) 8' RIGHT-OF-WAY EASEMENT
FOR TELEPHONE & TELEGRAPH LINES
       (E) 12' WATER EASEMENT
FOUND
BCFL
FOUND
BCFL
FOUND
BCHH
N26° 43' 12"E
460.20'
S64° 10' 48"E
33.00'
L=120.25, R=600.00
D=11°28'59"
L=15.71, R=994.92
D=0°54'17"
(E) BUILDING (TYP.)
7
33' R/W
33' R/W
8
       (E) 30' GAS LINE EASEMENT
5
4
9
N1° 02' 53"W
1161.06'
N89° 43' 48"E
52.47'
N89° 42' 12"E
516.02'
S30° 18' 21"W
134.69'
L=191.41, R=633.00
D=17°19'32"
S12° 58' 49"W
313.30'
L=231.89, R=967.00
D=13°44'22"
N26° 43' 12"E
407.20'
S71° 43' 12"W
28.28'
N63° 16' 48"W
56.07'
LEGEND
STORM DRAIN GRATE
BRASS CAP IN HANDHOLE (BCHH)
BACKFLOW PREVENTER
WATER METER
FIRE HYDRANT
WATER VALVE
IRRIGATION CONTROL VALVE
RIGHT-OF-WAY LINE
ELECTRICAL TRANSFORMER
TELEPHONE PEDESTAL
ELECTRICAL PULL BOX
BRASS CAP FLUSH (BCFL)
PROPERTY LINE
CENTERLINE
U/G ELECTRIC LINE
U/G FIBER OPTIC LINE
UGE
UGE
FO
FO
FO
POSITION OF GEODETIC COORDINATES
DECIDUOUS TREE
E
ET
ICV
FIBER VAULT
FV
LIGHT POST
STREET LIGHT W/ MAST ARM
H
Y
D
WM
WV
ELECTRIC METER
EM
ELECTRIC SWITCH
ES
DRY WELL
BUSH
IRON FENCE
POINT OF BEGINNING
POINT OF COMMENCEMENT
POB
POC
126 W. GEMINI DR.
TEMPE, AZ 85283
PROJECT AREA
THAT PART OF THE SOUTHWEST QUARTER OF SECTION 35 AND THE SOUTHEAST
QUARTER OF SECTION 34, TOWNSHIP 1 SOUTH, RANGE 4 EAST OF
THE GILA AND SALT RIVER BASE & MERIDIAN, MARICOPA COUNTY, ARIZONA, MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE WEST QUARTER CORNER OF SAID SECTION 35; THENCE NORTH
89° 59' 00” EAST ALONG THE NORTH LINE OF SAID SOUTHWEST QUARTER OF SAID
SECTION 35, A DISTANCE OF 516.02 FEET; THENCE SOUTH 30° 35’ 09" WEST A
DISTANCE OF 134.69 FEET TO THE BEGINNING OF A CIRCULAR CURVE, THE CENTER
OF WHICH BEARS SOUTH 59° 24' 51" EAST A DISTANCE OF 633.00 FEET THEREFROM;
THENCE SOUTHERLY ALONG SAID CURVE A DISTANCE OF 191.41 FEET AND
THROUGH A CENTRAL ANGLE OF 17° 19’ 32” TO A POINT OF TANGENCY; THENCE
SOUTH 13° 15' 37" WEST A DISTANCE OF 313.30 FEET TO THE BEGINNING OF A
CIRCULAR CURVE, THE CENTER OF WHICH BEARS NORTH 16° 48’ 23” WEST A
DISTANCE OF 1067.00 FEET THEREFROM; THENCE SOUTHERLY ALONG SAID CURVE
A DISTANCE OF 231.89 FEET AND THROUGH A CENTRAL ANGLE OF 13° 44' 23" TO A
POINT OF TANGENCY; THENCE SOUTH 27° 00’ 00" WEST A DISTANCE OF 407.20 FEET;
THENCE SOUTH 72° 00' 00” WEST A DISTANCE OF 28.28 FEET; THENCE NORTH 63° 00’
00” WEST A DISTANCE OF 56.07 FEET TO A POINT ON THE WEST LINE OF THE EAST
52.47 FEET OF SAID SOUTHEAST QUARTER OF SECTION 34 . THENCE NORTH 00° 46'
05" WEST ALONG SAID WEST LINE A DISTANCE OF 1161.06 FEET TO A POINT ON THE
NORTH LINE OF SAID SOUTHEAST QUARTER OF SECTION 34; THENCE SOUTH 89° 59'
24" EAST ALONG SAID NORTH LINE A DISTANCE OF 52.47 FEET TO THE POINT OF
BEGINNING.
LESSOR'S LEGAL DESCRIPTION (APN 301-89-001C)
1.
ELEVATIONS SHOWN HEREON ARE REPRESENTED IN NORTH
AMERICAN VERTICAL DATUM OF 1988 (NAVD88) ESTABLISHED FROM
GPS DERIVED ELLIPSOID HEIGHTS, APPLYING GEOID 12B SEPARATIONS
CONSTRAINING TO NGS CORS STATIONS PROVIDED IN THE "ONLINE
POSITIONING USER SERVICE" (OPUS) SOLUTION FOR THIS SPECIFIC
SITE.
2.
BEARINGS SHOWED HEREON ARE BASED UPON U.S. STATE PLANE
NAD83 COORDINATE SYSTEM ARIZONA STATE PLANE COORDINATE
ZONE CENTRAL, DETERMINED BY GPS OBSERVATIONS.
3.
FIELD WORK FOR THIS PROJECT WAS PERFORMED ON 06/17/21.
PROJECT META DATA
1.
ALL TITLE INFORMATION IS BASED UPON A COMMITMENT FOR TITLE
INSURANCE PREPARED BY PIONEER TITLE AGENCY INC., ORDER NO.:
90704125 EFFECTIVE DATE: 06/07/21.
2.
SURVEYOR HAS NOT PERFORMED A SEARCH OF PUBLIC RECORDS TO
DETERMINE ANY DEFECT IN TITLE.
3.
THE BOUNDARY SHOWN HEREON IS PLOTTED FROM RECORD
INFORMATION AND DOES NOT CONSTITUTE A BOUNDARY SURVEY OF
THE PROPERTY.
4.
SURVEYOR DOES NOT GUARANTEE THAT ALL UTILITIES ARE SHOWN OR
THEIR LOCATIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND
DEVELOPER TO CONTACT BLUE STAKE AND ANY OTHER INVOLVED
AGENCIES TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION.
REMOVAL, RELOCATION AND/ OR REPLACEMENT IS THE RESPONSIBILITY
OF THE CONTRACTOR.
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44007
RYAN L.
FIDLER
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SURVEYOR NOTES
0
06/24/21
PRELIMINARY
SHEET NO.
REVISION:
REVISIONS
PROJECT No.
SITE NAME:
SITE ADDRESS:
SHEET TITLE:
FIELD BY:
DRAWN BY:
CHECKED BY:
NO.
DATE
DESCRIPTION
REUSE OF DOCUMENT
THE IDEAS & DESIGN INCORPORATED HEREON, AS  AN
INSTRUMENT OF PROFESSIONAL SERVICE, IS THE
PROPERTY OF RLF CONSULTING, LLC & IS NOT TO BE
USED FOR ANY OTHER PROJECT WITHOUT WRITTEN
AUTHORIZATION OF RLF CONSULTING, LLC.
CEF
GAC
RLF
2
14003056
PHO TWELVE OAKS
360 S TWELVE OAKS BLVD
CHANDLER, AZ 85226
BOUNDARY DETAIL
LS-1
4.
EASEMENT AND RIGHTS INCIDENT THERETO, AS SET FORTH IN
INSTRUMENT:
RECORDED IN BOOK 479 OF DEEDS, PAGE 168
PURPOSE RIGHT OF WAY AND UNDERGROUND UTILITIES
5.
EASEMENT AND RIGHTS INCIDENT THERETO, AS SET FORTH IN
INSTRUMENT:
RECORDED IN DOCKET 4037, PAGE 101
PURPOSE GAS PIPELINE
7.
EASEMENT AND RIGHTS INCIDENT THERETO, AS SET FORTH IN
INSTRUMENT:
RECORDED IN DOCUMENT NO. 93-326711
PURPOSE WATER LINE
8.
EASEMENT AND RIGHTS INCIDENT THERETO, AS SET FORTH IN
INSTRUMENT:
RECORDED IN DOCUMENT NO. 85-525325
PURPOSE ROADWAY, PUBLIC UTILITIES AND RELATED PURPOSES
9.
EASEMENT AND RIGHTS INCIDENT THERETO, AS SET FORTH IN
INSTRUMENT:
RECORDED IN DOCUMENT NO. 85-243450
PURPOSE UTILITIES AND APPURTENANT PURPOSES   
ITEMS 1-3, 6, AND 10-15 OF THE CLIENT PROVIDED TITLE REPORT DO NOT
CONTAIN GRAPHICALLY PLOTTABLE EASEMENTS, SETBACKS, RESTRICTIONS
OR OTHER ENCUMBRANCES. THE SURVEYOR CANNOT GUARANTEE THAT
NON-PLOTTABLE ENCUMBRANCES DO NOT EXIST THAT MAY AFFECT THE
SUBJECT LEASED PREMISES.
SCHEDULE B EXCEPTIONS
jsultzbach@com-serv.com
jsultzbach@com-serv.com
NORTH
THE PROPOSED LEASE PREMISES SHOWN HEREON APPEAR TO BE WITHIN FLOOD
ZONE "X" AS DELINEATED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY
FIRM MAP NO. 04013C2720L DATED 10/16/13.
FLOOD ZONE "X" IS DEFINED AS: AN AREA INUNDATED BY 0.2% ANNUAL CHANCE
FLOODING.
FLOOD ZONE DESIGNATION
SURVEY DETAIL
SHEET LS-2
WHITTEN ST
SARAGOSA ST
FAIRVIEW ST
12 OAKS BLVD
EARHART WY
KITTY HAWK
RITA LN
RUSH ST
1
07/02/21
FINAL
2
08/02/21
ADD EASEMENT

(E) BUILDING 
OVERHEAD 
(E)SHED
(E) LEASE AREA
(P) LEASE AREA
1172.1TBC 
----....__ 
PROPOSED MONOPALM 
I 
CENTER OF GEODETIC COORDINATES I 
LAT.= 33° 17' 43.463" NORTH
LAT,= 33,295406 NORTH 
I 
LON.= -111° 55' 43,990" WEST 
LON.=-111.928886 WEST 
ELEV. @GROUND = 1173.1' 
I 
I 
(E) BUILDING (TYP.)
----- (E) 5' COAX EASEMENT 
P.O.B. 
(P) LEASE AREA
APN: 301-88-003B 
ZONING: SCHOOL 
1173.4 TBC 
I 
I 
/ ’ (E) 12' ACCESS/UTILITY EASEMENT
/ 
__J
i---©(E) 8' RIGHT-OF-WAY EASEMENT 
j 
I 
FOR TELEPHONE & TELEGRAPH LINES 
1175.4 CMU 
1172.5 TBC 
----....__ 
----....__ 
----....__ 
----....__ 
----....__ 
----....__ 
----....__ 
(E) MONOPOLE
T.O. POLE = 57.2' AGL
(E) LESSOR'S PARCEL LINE
APN: 301-89-001C 
ZONING: SCHOOL 
1173.0 TBC 
1175.2 CMU 
I 
I 
(D(E) 8' UNDERGROUND
------------.._,
/
POWER EASEMENT 
/ 
P.O.C. 
(P) LEASE AREA
I 
1173.1 TBC 
1172.4 NG 
1172.1 EP 
1191.8 BLDG 
I 
1172.7 NG / 
1172.1 EP I 
I 
I 
LEGEND 
@ 
BRASS CAP FLUSH (BCFL) 
	 
BRASS CAP IN HANDHOLE (BCHH) 
IE] 
ELECTRICAL PULL BOX 

 
ELECTRICAL TRANSFORMER 
el 
ELECTRIC METER 
el 
ELECTRIC SWITCH 
15'1 
FIBER VAULT 
•
TELEPHONE PEDESTAL
--0 
LIGHT POST 
Elt-----0 
STREET LIGHT W/ MAST ARM 
:r;. 
FIRE HYDRANT 
[XJ 
WATER VALVE 
El 
WATER METER 
ll8l::J8IJ 
BACKFLOW PREVENTER 
· 
IRRIGATION CONTROL VALVE 
?) 
 
STORM DRAIN GRATE 
@ 
DRY WELL 
s 
BUSH 
•
DECIDUOUS TREE
 
POSITION OF GEODETIC COORDINATES 
PROPERTY LINE 
RIGHT-OF-WAY LINE 
CENTERLINE 
--UG 
UG 
U/G ELECTRIC LINE 
-F 
F 
FO-
U/G FIBER OPTIC LINE 
IRON FENCE 
POB 
POINT OF BEGINNING 
POC 
POINT OF COMMENCEMENT 
LESSEE LEASE AREA LEGAL DESCRIPTION 
A PORTION OF THE PROPERTY DESCRIBED IN THE WARRANTY DEED 
RECORDED AT RECEPTION NO. 84-126672 OF MARICOPA COUNTY RECORDS, 
RECORDED IN THE OFFICE OF THE CLERK OF SAID COUNTY ON MARCH 27, 
1984, MORE PARTICULARLY DESCRIBED AS FOLLOWS: 
COMMENCING AT THE SOUTHEAST CORNER OF SAID PROPERTY; THENCE 
/ 
ALONG THE EAST LINE OF SAID PROPERTY NORTH 01 °02'53" WEST, 153.51
FEET; THENCE DEPARTING SAID EAST LINE SOUTH 90°00'00" WEST, 91.94
/ 
FEET TO THE POINT OF BEGINNING; 
THENCE NORTH 70°12'10" WEST, 20.00 FEET; THENCE NORTH 19°47'50" EAST,
20.00 FEET; THENCE SOUTH 70°12'10" EAST, 20.00 FEET; THENCE SOUTH
19°47'50" WEST, 20.00 FEET TO THE POINT OF BEGINNING.
EXISTING ACCESS & UTILITY & COAX EASEMENT LEGAL DESCRIPTION 
A PORTION OF THE SOUTHEAST QUARTER OF SECTION 34, TOWNSHIP 1 SOUTH, 
RANGE 4 EAST, OF THE GILA & SALT RIVER BASE & MERIDIAN, MARICOPA COUNTY, 
ARIZONA, BEING A 12.00 FOOT WIDE ACCESS AND UTILITY EASEMENT, LYING 6.00 
FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: 
COMMENCING AT A FOUND BRASS CAP IN HAND HOLE AT THE INTERSECTION OF 
WHITTEN STREET AND TWELVE OAKS BOULEVARD; 
THENCE NORTH 26°46'04" EAST, ALONG THE CENTERLINE OF TWELVE OAKS
BOULEVARD, 175.61 FEET; THENCE NORTH 63°13'56" WEST, DEPARTING THE
CENTERLINE OF TWELVE OAKS BOULEVARD, 261.95 FEET TO THE POINT OF 
BEGINNING; 
THENCE SOUTH 19°47'50" WEST, 25.39 FEET TO A POINT HEREINAFTER REFERRED TO
AS POINT "A"; THENCE CONTINUING SOUTH 19°47'50" WEST, 8.50 FEET; THENCE 
SOUTH 70°12'05" EAST, 27.65 FEET; THENCE SOUTH 29°49'33" WEST, 112.85 FEET TO
THE POINT OF TERMINUS ON THE NORTH RIGHT-OF-WAY LINE OF SAID WHITTEN 
STREET; 
AND TOGETHER WITH A 5.00 FOOT WIDE COAX EASEMENT, LYING 2.50 FEET ON EACH 
SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: 
BEGINNING AT SAID POINT "A"; 
THENCE SOUTH 70°12'05" EAST, 34.72 FEET; THENCE SOUTH 73°52'21" EAST, 39.61
FEET TO THE POINT OF TERMINUS. 
KITTY HAWK 
PROJECT AREA 
ARAGOSA
VICINITY MAP 
N.T.S. 
LINE TABLE 
LINE 
LENGTH 
BEARING 
L1 
153.51 
N1" 02' 53"W 
L2 
91,94 
N90° 00' 00"W
L3 
20.00 
N70° 12' 1 0"W
L4 
20.00 
N19° 47' 50"E
L5 
20.00 
S70" 12' 10"E 
LS 
20.00 
S19° 47' 50"W
EXISTING LEASE AREA LEGAL DESCRIPTION 
A PORTION OF THE SOUTHEAST QUARTER OF SECTION 34, TOWNSHIP 1 SOUTH, 
RANGE 4 EAST, OF THE GILA & SALT RIVER BASE & MERIDIAN, MARICOPA COUNTY, 
ARIZONA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: 
COMMENCING AT A FOUND BRASS CAP IN HAND HOLE AT THE INTERSECTION OF 
WHITTEN STREET AND TWELVE OAKS BOULEVARD; THENCE NORTH 26°46'04" EAST
ALONG THE CENTERLINE OF TWELVE OAKS BOULEVARD, 175.61 FEET; THENCE 
NORTH 63°13'56" WEST, DEPARTING THE CENTERLINE OF TWELVE OAKS 
BOULEVARD, 261.95 FEET; THENCE NORTH 70°12'10" WEST, 6.00 FEET TO THE POINT
OF BEGINNING; 
THENCE SOUTH 19°47'50" WEST 27.85 FEET; THENCE NORTH 70°12'10" WEST, 22.88
FEET; THENCE NORTH 19°47'50' EAST, 35.69 FEET; THENCE SOUTH 68°15'41" EAST
18.85 FEET; THENCE SOUTH 19°52'14" WEST, 7.18 FEET; THENCE SOUTH 70°27'46"
EAST, 4.00 FEET TO THE POINT OF BEGINNING. 
EXISTING UTILITY EASEMENT LEGAL DESCRIPTION 
A PORTION OF THE SOUTHEAST QUARTER OF SECTION 34, TOWNSHIP 1 SOUTH, 
RANGE 4 EAST, OF THE GILA & SALT RIVER BASE & MERIDIAN, MARICOPA COUNTY, 
ARIZONA, BEING A 5.00 FOOT WIDE UTILITY EASEMENT, LYING 5.00 FEET WESTERLY 
OF THE FOLLOWING DESCRIBED LINE: 
COMMENCING AT A FOUND BRASS CAP IN HAND HOLE AT THE INTERSECTION OF 
WHITTEN STREET AND TWELVE OAKS BOULEVARD; 
THENCE NORTH 26°46'04" EAST, ALONG THE CENTERLINE OF TWELVE OAKS
BOULEVARD, 175.61 FEET; THENCE NORTH 63°13'56" WEST, DEPARTING THE
CENTERLINE OF TWELVE OAKS BOULEVARD, 261.95 FEET; THENCE NORTH 70°12'10"
WEST, 6.00 FEET; THENCE SOUTH 19°47'50" WEST, 27.85 FEET; THENCE NORTH
70°12'10" WEST, 0.34 FEET TO THE POINT OF BEGINNING;
THENCE SOUTH 26°57'22" WEST, 115.43 FEET TO THE POINT OF TERMINUS ON THE
NORTH RIGHT-OF-WAY LINE OF WHITTEN STREET. 
rllf 
NORTH 
GRAPHIC SCALE 
20 
0 
10 
20 
ns
-:.-l"""'l11111 
..... I I
40 
80 
l _
_
 
I 
( IN FEET ) 
1 inch  20 
ft. 
'-
verizon✓
126 W. GEMINI DR. 
TEMPE, AZ 85283 
) )
P+S GonsultiAg 
Alwa s here when au need us 
FIELD BY: 
CEF 
DRAWN BY: 
GAC 
CHECKED BY: 
RLF 
REVISIONS 
2 
08/02/21 
ADD EASEMENT 
1 
07/02/21 
FINAL 
0 
06/24/21 
PRELIMINARY 
, NO. 
DATE 
DESCRIPTION 
RLP 
CONSULTING 
LAND SURVEY 
• 
MAPPING SOLUTIONS 
WWW.RLFCDNSUL TING.COM 
• 
"""E3D-""""""15-Q1E3- 
REUSE OF DOCUMENT 
THE IDEAS & DESIGN INCORPORATED HEREON, AS AN 
INSTRUMENT OF PROFESSIONAL SERVICE, IS THE 
PROPERTY OF RLF CONSUL TING, LLC & IS NOT TO BE 
USED FOR ANY OTHER PROJECT WITHOUT WRITTEN 
AUTHORIZATION OF RLF CONSUL TING, LLC. 
PROJECT No. 
14003056 
SITE NAME: 
PHO TWELVE OAKS 
SITE ADDRESS: 
360 S TWELVE OAKS BL VD 
CHANDLER, AZ 85226 
/ SHEET TITLE: 
TOPOGRAPHIC SURVEY 
SHEET NO. 
REVISION: 
LS-2 
2 
/

A-1
SITE PLAN
ISSUE STATUS:
PHO TWELVE OAKS
SITE NAME & ADDRESS:
360 S TWELVE OAKS BLVD
CHANDLER, AZ 85226
PROPRIETARY INFORMATION
THE INFORMATION CONTAINED IN THIS SET OF
DRAWINGS IS PROPRIETARY BY NATURE. ANY
USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO THIS PROJECT IS STRICTLY
PROHIBITED WITHOUT THE WRITTEN CONSENT
OF P+S CONSULTING LLC
126 W GEMINI DR
TEMPE, AZ 85283
P.O. BOX  50039
Phoenix, Arizona 85076
PHONE: 602-403-8614
www.ise-inc.biz
ISE Incorporated
Structural Engineers
1"=80'-0"
SITE PLAN
NORTH
1,2
A-3
3,4
A-3
APN: 301-88-003B
ZONING: SCHOOL
WHITTEN  STREET
1
A-2
1
APN: 301-89-001C
ZONING: SCHOOL
TWELVE  OAKS  BOULEVARD

A-2
ANTENNA
INFORMATION
ISSUE STATUS:
PHO TWELVE OAKS
SITE NAME & ADDRESS:
360 S TWELVE OAKS BLVD
CHANDLER, AZ 85226
PROPRIETARY INFORMATION
THE INFORMATION CONTAINED IN THIS SET OF
DRAWINGS IS PROPRIETARY BY NATURE. ANY
USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO THIS PROJECT IS STRICTLY
PROHIBITED WITHOUT THE WRITTEN CONSENT
OF P+S CONSULTING LLC
126 W GEMINI DR
TEMPE, AZ 85283
P.O. BOX  50039
Phoenix, Arizona 85076
PHONE: 602-403-8614
www.ise-inc.biz
ISE Incorporated
Structural Engineers
4
1/2"=1'-0"
NEW ANTENNA DETAIL
2
1/2"=1'-0"
EX ANTENNA PLAN
NORTH
1
1/8"=1'-0"
ENLARGED SITE PLAN
NORTH
5
1/2"=1'-0"
NEW ANTENNA DETAIL
6
1/2"=1'-0"
EX ANTENNA DETAIL
6
A-2
3
1/2"=1'-0"
NEW ANTENNA PLAN
NORTH
7
NTS
NEW REMOTE RADIO HEAD(S)
8
NTS
NEW OVP-12
9
NTS
RRH MOUNTING
10
NTS
RRH MOUNTING
5
A-2
4
A-2
9
A-2
7
A-2
9
A-2
7
A-2
9
A-2
7
A-2
10
A-2
8
A-2
A-5
A-4

A-3
ELEVATIONS
ISSUE STATUS:
PHO TWELVE OAKS
SITE NAME & ADDRESS:
360 S TWELVE OAKS BLVD
CHANDLER, AZ 85226
PROPRIETARY INFORMATION
THE INFORMATION CONTAINED IN THIS SET OF
DRAWINGS IS PROPRIETARY BY NATURE. ANY
USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO THIS PROJECT IS STRICTLY
PROHIBITED WITHOUT THE WRITTEN CONSENT
OF P+S CONSULTING LLC
126 W GEMINI DR
TEMPE, AZ 85283
P.O. BOX  50039
Phoenix, Arizona 85076
PHONE: 602-403-8614
www.ise-inc.biz
ISE Incorporated
Structural Engineers
1
1/8"=1'-0"
NEW SOUTH ELEVATION
2
1/8"=1'-0"
EX SOUTH ELEVATION
3
1/8"=1'-0"
NEW EAST ELEVATION
4
1/8"=1'-0"
EX EAST ELEVATION

A-4
FLAGPOLE
DETAILS
ISSUE STATUS:
PHO TWELVE OAKS
SITE NAME & ADDRESS:
360 S TWELVE OAKS BLVD
CHANDLER, AZ 85226
PROPRIETARY INFORMATION
THE INFORMATION CONTAINED IN THIS SET OF
DRAWINGS IS PROPRIETARY BY NATURE. ANY
USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO THIS PROJECT IS STRICTLY
PROHIBITED WITHOUT THE WRITTEN CONSENT
OF P+S CONSULTING LLC
126 W GEMINI DR
TEMPE, AZ 85283
P.O. BOX  50039
Phoenix, Arizona 85076
PHONE: 602-403-8614
www.ise-inc.biz
ISE Incorporated
Structural Engineers

A-5
FLAGPOLE
DETAILS
ISSUE STATUS:
PHO TWELVE OAKS
SITE NAME & ADDRESS:
360 S TWELVE OAKS BLVD
CHANDLER, AZ 85226
PROPRIETARY INFORMATION
THE INFORMATION CONTAINED IN THIS SET OF
DRAWINGS IS PROPRIETARY BY NATURE. ANY
USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO THIS PROJECT IS STRICTLY
PROHIBITED WITHOUT THE WRITTEN CONSENT
OF P+S CONSULTING LLC
126 W GEMINI DR
TEMPE, AZ 85283
P.O. BOX  50039
Phoenix, Arizona 85076
PHONE: 602-403-8614
www.ise-inc.biz
ISE Incorporated
Structural Engineers