P-26-79-CUP-Site Plan

VICINITY MAP
N
ALTA/NSPS LAND TITLE SURVEY
NOT TO SCALE
SITE INFORMATION N
W E
N/F: RBS INVESTMENTS LLC E 37TH AVE
LEGEND & SYMBOLS
660 EAST 38TH AVENUE, APACHE JUNCTION, AZ 85219 660 EAST 38TH AVENUE
APN: 10256033A; 102560340 S
FOUND MONUMENT AS NOTED
71,116 ± SQUARE FEET, OR 1.633 ± ACRES
COMPUTED POINT
LOCATED IN: SECTION 33, TOWNSHIP 1 NORTH, RANGE 8 EAST, GILA-SALT RIVER MERIDIAN HANDICAP PARKING
W E FIRE HYDRANT RD
H Y D
TITLE COMMITMENT INFORMATION LIGHT SITE
S SANITARY MANHOLE
THE PROPERTY HEREON DESCRIBED IS THE SAME AS DESCRIBED IN CHICAGO TITLE APACHE JUNCTION, PINAL COUNTY, ARIZONA 85119
C CABLE PEDESTAL WINCHESTER E 38TH AVE
INSURANCE COMPANY, TITLE COMMITMENT #AZ240177, WITH A COMMITMENT DATE OF
FO FIBER OPTIC VAULT
DECEMBER 27, 2024 AT 12:00 AM
ELECTRIC METER
SCHEDULE A DESCRIPTION S ELECTRIC BOX S RD
POWER BOX
THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF PINAL, STATE OF SCALE: 1" = 20' W WATER METER PADRE
ARIZONA AND IS DESCRIBED AS FOLLOWS: GRAPHIC SCALE WV
WATER VALVE
LOTS 32, 33 AND 34, BASELINE INDUSTRIAL PARK, ACCORDING TO CABINET C, SLIDE 60, 0 10' 20' 40' SIGN E 39TH AVE
RECORDS OF PINAL COUNTY, ARIZONA. MAIL BOX
CURVE TABLE CO CLEANOUT
E BASELINE AVE
PS PARKING SPACE(S)
CURVE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH DELTA ANGLE CC CONCRETE
NOTES CORRESPONDING TO SCHEDULE B C1(M) 50.00' 61.48' S 54°28'09" W 57.68' 70°26'53" NG NATURAL GROUND
C1(R) 50.00' 61.48' N/A N/A N/A (M) MEASURED/CALCULATED DIMENSION GENERAL NOTES
C1(R1) 50.00' 61.48' N 54°42'02" E N/A 70°27'03" (R) RECORD DIMENSION
5 RESERVATIONS CONTAINED IN THE PATENT C2(M) 25.00' 30.77' N/A N/A 70°31'44" (R1) RECORD DIMENSION PER REC. NO. 2010-88412 1. SOME FEATURES SHOWN ON THIS PLAT MAY BE SHOWN OUT OF SCALE FOR CLARITY.
FROM: THE UNITED STATES OF AMERICA C2(R1) 25.00' 30.77' S 54°43'57" W N/A 70°30'54"
N/F NOW OR FORMERLY
RECORDING DATE: SEPTEMBER 22, 1960 2. DIMENSIONS ON THIS PLAT ARE EXPRESSED IN FEET AND DECIMAL PARTS THEREOF
BHL BUILDING HEIGHT LOCATION
RECORDING NO: DOCKET 273, PAGE 476 UNLESS OTHERWISE NOTED. MONUMENTS WERE FOUND AT POINTS WHERE
WHICH AMONG OTHER THINGS RECITES AS FOLLOWS: BOUNDARY LINE INDICATED.
SUBJECT TO ANY VESTED AND ACCRUED WATER RIGHTS FOR MINING, EASEMENT LINE
AGRICULTURAL, MANUFACTURING, OR OTHER PURPOSES AND RIGHTS TO DITCHES R/W RIGHT-OF-WAY LINE 3. IN REGARD TO ALTA/NSPS TABLE A ITEM 16, THERE WAS NO OBSERVABLE EVIDENCE
AND RESERVOIRS USED IN CONNECTION WITH SUCH WATER RIGHTS, AS MAY BE LOT 26 WALL OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR ADDITIONS
RECOGNIZED AND ACKNOWLEDGED BY THE LOCAL CUSTOMS, LAWS AND CABINET C, SLIDE 60 FENCE LINE EXCEPT AS SHOWN HEREON.
DECISIONS OF THE COURTS, AND THE RESERVATION FROM THE LANDS HEREBY N/F:TEXAS INCOME VENTURES LLC NO PARKING AREA
GRANTED, A RIGHT OF WAY THEREON FOR DITCHES OR CANALS CONSTRUCTED BY 535 E 37TH AVE 4. IN REGARD TO ALTA/NSPS TABLE A ITEM 17, THERE WERE NO KNOWN PROPOSED
THE AUTHORITY OF THE UNITED STATES. APACHE JUNCTION, AZ 85119 CHANGES IN RIGHT OF WAY LINES, RECENT STREET OR SIDEWALK CONSTRUCTION
(UNABLE TO DETERMINE IF AFFECTS, DOCUMENT IS ILLEGIBLE) APN:10256026A OR REPAIRS EXCEPT AS SHOWN HEREON.
7 EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH ON THE 5. AT THE TIME OF THE ALTA/NSPS SURVEY, THERE WAS NO OBSERVABLE EVIDENCE
PLAT RECORDED IN CABINET C, SLIDE 60. OF SITE USE AS A SOLID WASTE DUMP, SUMP, OR SANITARY LANDFILL.
7
(AFFECTS, AS SHOWN HEREON)
20' DRAINAGE EASEMENT 6. AT THE TIME OF THE ALTA/NSPS SURVEY, THERE WAS NO OBSERVABLE EVIDENCE
8 COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS BUT OMITTING ANY CABINET C, SLIDE 60 OF SITE USE AS A CEMETERY, ISOLATED GRAVE SITE OR BURIAL GROUNDS.
N 89°59'24" E 385.01' (R1)
COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE S 89°59'24" W (R)
BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL 0.4' S 89°45'19" W 385.01'(M) 7. COMPLETED FIELD WORK WAS JANUARY 17, 2025.
STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY,
OR SOURCE OF INCOME, GENDER, GENDER IDENTITY, GENDER EXPRESSION, 8. THE DISTANCES SHOWN HEREON ARE UNITS OF GROUND MEASUREMENT.
120.00'(M/R/R1) 120.00'(M/R/R1) 0.7' 145.01'(M/R1)
MEDICAL CONDITION OR GENETIC INFORMATION, AS SET FORTH IN APPLICABLE 145.00'(R)
STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR 9. THE NEAREST INTERSECTING STREET IS THE INTERSECTION OF EAST 38TH AVENUE
RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH IN THE TRUCK, TRAILER, AND SOUTH PADRE ROAD, WHICH IS APPROXIMATELY 150' FROM THE SOUTHWEST
STEEL COLUMN STEEL COLUMN STEEL COLUMN
DOCUMENT CORNER OF THE SUBJECT PROPERTY.
RECORDING NO: 1999-030102 & FORKLIFT & BEAM & BEAM & BEAM 9.2'
GRAVEL
NOTICE OF DECLARATION DURATION RENEWAL OF SAID COVENANTS, CONDITIONS PARKING 10. THE SUBJECT PROPERTY HAS DIRECT PHYSICAL ACCESS TO EAST 38TH AVENUE,
STORAGE STORAGE STORAGE
AND RESTRICTIONS BEING A PUBLICLY DEDICATED RIGHT-OF-WAY.
NOT
RECORDING DATE: DECEMBER 02, 2016
RECORDING NO: 2016-081142 STEEL COLUMN A 11. EXCEPT AS SPECIFICALLY STATED OR SHOWN ON THIS PLAT, THIS SURVEY DOES
LIENS AND CHARGES AS SET FORTH IN THE ABOVE MENTIONED DECLARATION, ADJOINER NOT PURPORT TO REFLECT ANY OF THE FOLLOWING WHICH MAY BE APPLICABLE TO
PAYABLE TO: BASELINE INDUSTRIAL PARK ASSOCIATION & BEAM PART THE SUBJECT PROPERTY: EASEMENTS, OTHER THAN POSSIBLE EASEMENTS WHICH
(AFFECTS, BLANKET IN NATURE) STORAGE WERE VISIBLE AT THE TIME OF SURVEY; RESTRICTIVE COVENANTS; SUBDIVISION
OF RESTRICTIONS OR OTHER LAND USE REGULATIONS; AND ANY OTHER FACTS WHICH
WELDING
9 MATTERS CONTAINED IN THAT CERTAIN DOCUMENT BUILDING AN ACCURATE TITLE SEARCH MAY DISCLOSE.
ENTITLED: DRAINAGE AND RETENTION AGREEMENT (FOR STORM WATER RUNOFF) OPERATIONS SURVEY
RECORDING DATE: SEPTEMBER 28, 2007 12. NO SURVEYOR OR ANY OTHER PERSON OTHER THAN A LICENSED ARIZONA
RECORDING NO: 2007-109893 GRAVEL GRAVEL ATTORNEY MAY PROVIDE LEGAL ADVICE CONCERNING THE STATUS OF TITLE TO THE
REFERENCE IS HEREBY MADE TO SAID DOCUMENT FOR FULL PARTICULARS. PROPERTY DESCRIBED IN THIS SURVEY ("THE SUBJECT PROPERTY"). THE PURPOSE
107.8'
(AFFECTS LOT 34) N/F:B OF THIS SURVEY, AND THE COMMENTS RELATED TO THE SCHEDULE B-II
APACHE
(AFFECTS, CONTAINS NO PLOTTABLE EASEMENT ITEMS) EXCEPTIONS, IS ONLY TO SHOW THE LOCATION OF BOUNDARIES AND PHYSICAL
N N S &
740 C CABINET OBJECTIONS IN RELATION THERETO. TO THE EXTENT THAT THE SURVEY INDICATES
10 COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS BUT OMITTING ANY E THAT THE LEGAL INSTRUMENT "AFFECTS" THE SUBJECT PROPERTY, SUCH
COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE LOT 31 WELDING 00°19'28" 00°05'23" 00°05'23" LOT STATEMENT IS ONLY INTENDED TO INDICATE THAT PROPERTY BOUNDARIES
BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL CABINET C, SLIDE 60 OPERATIONS APN:102560350 JUNCTION, 38TH C, INCLUDED IN SUCH INSTRUMENT INCLUDE SOME OR ALL OF THE SUBJECT
STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, N/F:J WISE CORP W W E INVESTMENTS 35 PROPERTY. THE SURVEYOR DOES NOT PURPORT TO DESCRIBE HOW SUCH
OR SOURCE OF INCOME, GENDER, GENDER IDENTITY, GENDER EXPRESSION, APACHE JUNCTION, AZ 85119 AVE SLIDE INSTRUMENT AFFECTS THE SUBJECT PROPERTY OR THE ENFORCEABILITY OR LEGAL
MEDICAL CONDITION OR GENETIC INFORMATION, AS SET FORTH IN APPLICABLE APN:102560310 STEEL COLUMN AZ 60 CONSEQUENCES OF SUCH INSTRUMENT.
STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR OVERHANG N N & BEAM 140.02'(M) 140.00'(R) 140.02'(R1) 85119
RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH IN THE LOT 32 LOT 33 LOT 34 LLC 13. NAMES AND ADDRESSES OF ADJOINING PROPERTY OWNERS WERE TAKEN FROM
N CABINET C, SLIDE 60 CABINET C, SLIDE 60 N N CABINET C, SLIDE 60 STORAGE PINAL COUNTY GIS.
DOCUMENT N
APN:10256033A 00°19'28" 00°05'23" APN:10256033A APN:102560340
RECORDING NO: 2008-001862
(AFFECTS, CONTAINS NO PLOTTABLE EASEMENT ITEMS) 00°05'23" 00°19'28" 14. THE SUBJECT PROPERTY SHOWN HEREON FORMS A MATHEMATICALLY CLOSED
00°19'28" 00°05'23"
W W FIGURE AND IS CONTIGUOUS WITH THE ADJOINING PUBLIC RIGHT-OF-WAY AND/OR
MATTERS SHOWN ON RECORD OF SURVEY: W WELDING ADJOINING PARCELS WITH NO GAPS OR OVERLAPS.
11 W W W
RECORDING NO.: 2010-88412
(AFFECTS, CONTAINS NO PLOTTABLE EASEMENT ITEMS) OPERATIONS 190.00'(M) 190.00'(R) LOTS 32, 33 AND 34 15. IN REGARD TO ALTA/NSPS TABLE A ITEM 10, NO VISIBLE DIVISION OR PARTY WALLS
CABINET C, SLIDE 60 WITH RESPECT TO ADJOINING PROPERTIES WERE OBSERVED AT THE TIME THE
190.00'(R/R1) 190.00'(M) 71,116 SQ.FT. ± 190.00'(M) 190.00'(R) FIELD SURVEY WAS PERFORMED, NOR WERE ANY DESIGNATED BY THE CLIENT.
0.2'
1.633 ACRES ±
10.6' 16. THE TERM "CERTIFY" OR "CERTIFICATION" AND "CORRECT" AS NOTED HEREON AND
40.8' GATE PAINT AS IT PERTAINS TO LAND SURVEYING SERVICES AS SHOWN ON THIS DOCUMENT
FLOOD ZONE INFORMATION CNC MACHINE SHALL MEAN, "A STATEMENT SIGNED BY THE PROFESSIONAL LAND SURVEYOR
OPERATIONS
DUMPSTER BASED ON THE FACTS AND KNOWLEDGE KNOWN TO THE PROFESSIONAL LAND
BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X" OF THE FLOOD INSURANCE SURVEYOR AT THE TIME OF THE SURVEY AND IS NOT A GUARANTEE OR WARRANTY,
RATE MAP, COMMUNITY PANEL NO. 04021C0020E, WHICH BEARS AN EFFECTIVE DATE OF VEHICLE STORAGE AREA EITHER IMPLIED OR EXPRESSED."
12/4/2007 AND IS NOT IN A SPECIAL FLOOD HAZARD AREA.
1-STORY MASONRY BUILDING 17. THIS SURVEY MEETS OR EXCEEDS THE ARIZONA BOUNDARY SURVEY MINIMUM
0.5'
ZONE "X" - AREA OF MINIMAL FLOOD HAZARD, USUALLY DEPICTED ON FIRMS AS ABOVE THE HEIGHT: 15.7' ± PS FOUND 1/2" STANDARDS AS ADOPTED BY THE ARIZONA STATE BOARD OF TECHNICAL
500-YEAR FLOOD LEVEL. ZONE "X" IS THE AREA DETERMINED TO BE OUTSIDE THE 500-YEAR 2,099 SQ.FT. ± 51.4' 4 PS CAPPED REBAR REGISTRATION.
51.4' NG
FLOOD AND PROTECTED BY LEVEE FROM 100-YEAR FLOOD. 5 ILLEGIBLE
ASPHALT W
ASPHALT
BASIS OF BEARING
DELIVERY EXIT
THE BASIS OF BEARING OF THIS SURVEY IS GRID NORTH BASED ON THE MONUMENT LINE CC C1
SOUTH OF THE SUBJECT PROPERTY. THE BEARING IS DENOTED AS S89°45'19"W PER GPS WV BHL CO S SURVEYOR'S CERTIFICATE
GATE GATE
COORDINATE OBSERVATIONS ARIZONA STATE PLANE, CENTRAL ZONE NAD83. 40.8'
LATITUDE = 33°22'50.08056" GATE 00°18'24" TO: CHICAGO TITLE INSURANCE COMPANY:
LONGITUDE = -111°32'21.85643" DELIVERY ENTRY
CONVERGENCE ANGLE = 0°12'27.25512" E 50.00'(R1) THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED
WALL ASPHALT ASPHALT WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS
WALL WALL NG FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND
SIGNIFICANT OBSERVATIONS NG WALL NG FOUND 1/2" CAPPED REBAR 50.00'(M) NSPS, AND INCLUDES ITEMS 2, 3, 4, 6(A), 6(B), 7(B)(1), 7(C), 8, 9, 10, 13, 14, 16, 17 AND 19 OF
NG
30.5' "GOETZ 31020" TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON 1/17/2025.
NONE OBSERVED AT THE TIME OF THE ALTA/NSPS SURVEY. FOUND 1/2" REBAR CC C CC DATE OF PLAT OR MAP: 1/28/2025
C CO
FO
CC CC
WV CC C2
74.29'(M/R/R1) FOUND 3" BRASS DISC
120.00'(M/R/R1) ACCESS W ACCESS 120.00'(M/R/R1) N
UTILITY INFORMATION R/W W WV S S
WV S 89°45'19" W 314.29'(M) ACCESS
THE LOCATION OF UTILITIES SHOWN HEREON ARE FROM OBSERVED EVIDENCE OF ABOVE H Y D S 89°59'24" W (R) 00°03'17"
CC S 89°59'24" W 314.29'(R1) 00°10'48" 00°00'36"
GROUND APPURTENANCES ONLY. THE SURVEYOR WAS NOT PROVIDED WITH UNDERGROUND
PLANS OR SURFACE GROUND MARKINGS TO DETERMINE THE LOCATION OF ANY
FOUND 1/2" CAPPED REBAR E E W PRELIMINARY
SUBTERRANEAN USES. 8' PUBLIC UTILITY EASEMENT 25' OPEN SPACE AND FOUND 1/2" CAPPED REBAR EAST 38TH AVENUE FOUND 1/2" CAPPED REBAR "D. JONES 27742"
7 CABINET C, SLIDE 60 7 "D. JONES 27742"
LANDSCAPE EASEMENT "D. JONES 27742" 50' PUBLIC RIGHT-OF-WAY
FOUND 3" BRASS DISC 24.98'(M) 25.00'(R) 24.98'(R1)
CABINET C, SLIDE 60 CABINET C, SLIDE 60
FOUND 3" BRASS DISC
151.15'(M/R1) VARIABLE WIDTH ASPHALT PAVEMENT
389.94'(M/R1)
S 89°45'19" W 541.09'(M) S 89°45'19" W 233.78'(M) FOUND 3" BRASS DISC
S 89°59'24" W 541.16'(R) S 89°59'24" W 233.81'(R)
ZONING INFORMATION S 89°59'24" W (R1) S S 89°59'24" W 233.78'(R1) S
BASIS OF BEARING
PROPERTY IS CURRENTLY ZONED: AWAITING ZONING REPORT JAMES WINCHESTER
REGISTERED LAND SURVEYOR NO. 79657
OBSERVED USE: COMMERCIAL; USE PERMITTED BY ZONE: YES, or NO
STATE OF ARIZONA
ITEM REQUIRED OBSERVED FIRM REGISTRATION NO. 20154
VARIABLE BLOCK FENCE 7'
MIN. SETBACKS FRONT 30.5'
50' TO 8' TALL
MIN. SETBACKS SIDE 10.6'
AROUND ENTIRE
MIN. SETBACKS REAR 107.8' WIDTH CABINET PUBLIC PADRE
PERIMETER
MAX. BUILDING HEIGHT 15.7'
C, DEPENDING ON
MIN. LOT AREA 71,116 SQ.FT. ± ASPHALT GROUND
MIN. LOT WIDTH 314.29' SLIDE RIGHT-OF-WAY ROAD
ELEVATION
MAX. BLDG COVERAGE 2.9% ± 60
PARKING REGULAR 9 PAVEMENT DATE REVISION HISTORY BY
3825 N. SHILOH DRIVE - FAYETTEVILLE, AR 72703
PARKING HANDICAP 1
EMAIL: SURVEY@BLEWINC.COM
PARKING TOTAL 10 OFFICE: 479.443.4506 FAX: 479.582.1883
PARKING INFORMATION
WWW.BLEWINC.COM
REGULAR= 9
SURVEYOR JOB NUMBER: SURVEY DRAWN BY:
HANDICAP= 1
TOTAL= 10 24-10337 EM - 1/28/2025
SURVEY REVIEWED BY: SHEET:
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