Extracted text (via ocr_local)
9886 characters
URVEY NOTES S This survey and the description used are based on a Second Amended Commitment for Title Insurance issued by Thomas Title & Escrow, LLC, issuing agent for Fidelity National Title Insurance Company, File Number 132792—33, dated October 20, 2014. BASIS OF BEARING: The monument line of Warner Road, also being the South line of the Southeast quarter of Section 15, using a bearing of North 89 degrees 53 minutes 59 seconds West, per the Plat of CORCOVADO VILLAGE, ALTA. / AC.S.M. LAND TITLE SURVEY LEGEND ——— Property Corner A PORTION OF THE SOUTHEAST QUARTER OF SECTION 15, (See Monument Table) TOWNSHIP 1 SOUTH, RANGE 5 EAST OF THE GILA AND SALT Property Line Fnd Survey Monument TRASH — ENCLOSURE recorded in Book 602, Page 49, M.C.R. fe] (See Monument Table) The bearings and distances depicted indicate actual field or computed @ Schedule "B” Item measurements performed during the course of this survey. This information == 24 inch Vertical Curb & Gutter may vary from documents of record used for this survey. 6 inch Concrete Curb INET Indicates Dri f The building square footage shown is based on exterior measurements of the Concrete Surfaee. (means of access) building footprint at ground level and is not intended to reflect the interior or ya Fi leaseable area of any building. The building footprint and dimensions depict the ence MONUMENT TABLE general configuration of the building(s). ® Bock Flow Preventer GQ) [SE COR. SEC. 15 — FND BRASS CAP IN HANDHOLE The utility information shown is limited to visible above ground evidence and/or pmsl o Catch Basin @) SW. COR. SEC. 15 — FND BRASS CAP STEM IN HANDHOLE records provided by the respective utility companies. This survey may not ectric DOx depict all of the underground utilities either in service or abandoned that may i Electric Transformer 6) E. 1/4 COR. SEC. 15 — FND BRASS CAP IN HANDHOLE exist adjacent to or within the boundaries of the subject property. No ° Fire Indicator Post L.S. 22762 representation is made to the accuracy or completeness of any third party ® Fire Hydrant maps, records or information used to depict the underground utilities. An ° Guard Post or Gate Post @ FND BRASS CAP FLUSH underground utility locator should be retained prior to excavation or q& Handicapped Space 6) SET 1/2” REBAR W/CAP L.S. 31020 construction to determine the precise location of all utilities that may exist ® Key Pad adjacent to or within the boundaries of the subject property. The certification 4 Light Pole FND 1/2” REBAR W/CAP L.S. 31016 PER BK. 602, PG. 49, on this survey does not guarantee or provide any warranty to the exact m7 Mail Box © M.C.R. location or presence of any underground utilities that may actually exist adjacent to or within the boundaries of the subject property. © Moos ver ® SET PK NAIL & TAG L.S. 31020 — ALSO FND 1/2” REBAR This Survey has been prepared exclusively for the parties stated in the S Metal Grate WALLEGIBLE CAP, N. 754552" E., 0.51 certification for use in conjunction with the escrow referenced in Survey Note ° Sewer Clean Out SET PK NAIL & TAG L.S. 31020 No. 1. Reproduction or use of this survey by any other party for any other © Sewer Manhole transaction or purpose is unauthorized without written authorization from a Sprinkler Hook—Up (fire department) Alliance Land Surveying, LLC. The use of the word “certify” or “certification” by 4 Telephone Riser a person or firm that is registered or certified by the board is an expression a Water Meter of professional opinion regarding facts or findings that are the subject of the ® Water Valve certification and does not constitute an express or implied warranty or (R) Record Per Bk. 602, Pg. 49, M.C.R. guarantee (A.R.S. 32-151). (R1) Record Per Bk. 1000, Pg. 15, M.C.R. (M) Measured AE Physical Access To & From Adjoining Property PUL. Public Utility Easement | TRACT “B” TRACT “F” MADELINE COURT MADELINE COURT | \ BK. 612, PG. 20, M.C.R. BK. 612, PG. 20, M.C.R. ~ a _ CHRISTINE _ s 89°48'47” £ _ _ _ 344.08' PLACE _ Q| 12.51 . ¢. FACE WALL ON (PRIVATE ROADWAY) aa TRACT "A” MADELINE COURT i ~ r= ASPHALT BK. 612, PG. 20, M.C.R.p-—S. FACE WALL ON ~ |~ PROPERTY LINE PAVEMENT ® PROPERTY LINE >| _ LS gare dN DRE “ 8 ok j 4 4 f 166.47" 80.93" 6 6’ STUCCO | WAL! x ~ Lo & (TYP.) 8’ POWER DISTRIBUTION EASEMENT S. FACE WALL 0.20’— S. PROPERTY LINE EASEMENT FOR ACCESS &. 8 © PUBLIC UTILITIES ASPHALT S. FACE WALL 0.25’— S. PROPERTY LINE 75.40° Yy 8’ POWER DISTRIBUTION EASEMENT PAVEMENT “\— BUILDING OVERHANG (TYP.) —- ys — J 74’ 2 aaa ONE STORY STUCCO BUILDING 25.66" 960 E. WARNER ROAD HEIGHT = 35.5’ 10,740 SQ. FT. PARCEL NO. 2 LOT 3A 45° L10 58’ 20’ WATER & SEWER EASEMENT “ |. -.| EASEMENT FOR ACCESS & PUBLIC UTILITIES ° SIGHT VISIBILITY 5 RESTRICTION EASEMENT RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA. LINE BEARING DISTANCE L1(R&M) N_89°53'59” W 165.07" L2(R) N_00°06'01" E 247.80" L2(M) N_00°06'38" E 247.78" L3(R) S 89°48'09" E 165.07" L3(M) S 89°48'47" E 165.10" L4(R&R1) N_00°06'01" E 241.52’ L4(M) S_00°07'07” W 241.53" L5(R) N_00°06'01” E 6.00’ L5(M) S_00°07'07” W 6.00’ L6(R1&M) N_89°53'59” W 43.16" L7(R1&M) S_00°06'01” W 4.00’ L8(R1&M) N_89°53'59” W 204.21" L9(R1) S 89°48'09" E 247.36" L9(M) S 89°48'47" E 247.40' L10(R1) S_00°06'01” W 237.10" L10(M) S_00°07'29” W 237.15" L717 S_00°07'29” W 75.00" Li2 S_00°07'07” W 65.00’ L135 S_00°06'38”" W 65.00’ L14 N_ 0071113” E 25.00" L715 S 0071113” W 25.00" Sugar Bar Location LOT 5 CORCOVADO VILLAGE BK. 602, PG. 49, M.C.R. 96.04’ ASPHALT PAVEMENT © a mR 2 ‘w BUILDING = LU OVERHANG . w (TYP.) ww > 930 E. WARNER ROAD OS x ONE STORY STUCCO PUILDING Sz a . HEIGHT = 35.5’ z 9 Ny be 6,677 SQ. FT. ~ TT 7 Ke |g | PARCEL NO. 1 a= ~ | 28.50’ LOT 2 SM Sa | eo | 80’ 1S) x K ws ina} a LA ~ Yo ee a 1 < “|| S) a b= J J 2’ STONE zw es +9- WALL 8’ STONE WALL L13 ASPHALT >} — — ay TED — 165.06" PAVEMENT 247.36’ 412.67'(R1) 412.69'(M) | S 00°09'16” WM) S 000917” WR&R1) MCQUEEN 2644.16'(M) 2644.12'(R&R1) ROAD 4 I 4511.68" 7 = _ WARNER N 89 ARIZONA |, AVENUE 53’59” WR,RI,M) © CEs 5356.80'(M) ROAD 5336.73'(R&R1) 4 ‘ 2 S O& : > S S =~ | SITE oO 30 60 WARNER ROAD SCALE IN FEET \. y, SCALE : 1” = 30’ VICINITY MAP NOT TO SCALE PARCEL DESCRIPTION PARCEL NO. _1: LOT 2, OF CORCOVADO VILLAGE, ACCORDING TO THE PLAT OF RECORD IN THE OFFICE OF THE COUNTY RECORDER OF MARICOPA COUNTY, ARIZONA, RECORDED AS BOOK 602 OF MAPS, PAGE 49. PARCEL NO. 2: LOT 3A, OF CORCOVADO VILLAGE LOT 3A, ACCORDING TO THE PLAT OF RECORD IN THE OFFICE OF THE COUNTY RECORDER OF MARICOPA COUNTY, ARIZONA, RECORDED AS BOOK 1000 OF MAPS, PAGE 15. SCHEDULE "B” ITEMS & An easement for permanent vehicular and pedestrian access and public utilities and incidental purposes recorded as 2001—604818, of Official Records. (EASEMENT LOCATION WAS PLOTTED USING DIMENSIONS SHOWN ON BK. 602, PG. 49, M.C.R.) & Easements, restrictions, reservations, conditions and set—back lines as set forth on the plat recorded as Book 602 of Maps, Page 49, but deleting any covenant, condition or restriction indicating a preference, limitation or discrimination based on race, color, religion, sex, handicap, familial status or national origin to the extent such covenants, conditions or restrictions violate 42 USC 3604(c). (THE TEMPORARY RETENTION EASEMENT PER DOC. NO. 1989-022111, M.C.R. IS REFERENCED ON THE PLAT AS "TO BE ABANDONED”. THIS EASEMENT IS NOT REFERENCED IN THE TITLE REPORT AND HAS NOT BEEN PLOTTED HEREON.) An easement for power distribution and incidental purposes recorded as 2007—180111, of Official Records. Easements, restrictions, reservations, conditions and set—back lines as set forth on the plat recorded as Book 1000 of Maps, Page 15, but deleting any covenant, condition or restriction indicating a preference, limitation or discrimination based on race, color, religion, sex, handicap, familial status or national origin to the extent such covenants, conditions or restrictions violate 42 USC 3604(c). (MINOR LAND DIVISION MAP DOES NOT CREATE ANY PLOTTABLE EASEMENTS OVER THE SUBJECT PROPERTY) ‘SG Covenants, conditions, restrictions, liabilities and obligations in the document recorded as 2001—604816, of Official Records, but deleting any covenant, condition or restriction indicating a preference, limitation or discrimination based on race, color, religion, sex, handicap, familial status, or national origin, to the extent such covenants, conditions or restrictions violate Title 42, Section 3604(c), of the United States Codes. REFERENCE DOCUMENTS PLAT PER BOOK 602, PAGE 49, M.C.R. PLAT PER BOOK 612, PAGE 20, M.C.R. M.L.D. PER BOOK 1000, PAGE 15, M.C.R. SITE INFORMATION ADDRESS: 930 & 960 E. WARNER ROAD, CHANDLER, ARIZONA ©) © AP.N.: 5302-—29-474, 302-—35—438 LAND_AREA: 2.505 ACRES — 100,414 SQ. FT. STRIPED PARKING SPACE TABULATION: Regular: 99 Handicapped: 5 Total: 104 CERTIFICATION LA FAMILIA MANAGMENT, LLLP; NSHE TUSTIN, LLC; CML—AZ RNH, LLC, a Florida limited liability company; THOMAS TITLE & ESCROW, LLC; and FIDELITY NATIONAL TITLE INSURANCE COMPANY. This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2011 Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 4, 7a), 7(b)(1), 7c), 8 9, 10(a), 11(a), and 14 of Table A thereof. The field work was completed on 10/24/2014. October 28, 2014 G. Bryan Goetzenberger R.L.S. 31020 EXPIRES 3/31/15 ALTA / AC.S.M. LAND TITLE SURVEY 930 & 960 E. WARNER ROAD, CHANDLER, ARIZONA STATEWIDE SERVICE IN ARIZONA www.alliancelandsurveying.com 7900 N. 70th AVENUE TEL (623) 972-2200 SUITE 104 FAX (623) 972-1616 GLENDALE, AZ 85303 ALLIANCE REV. |11—21-14 | Certification Names LAND SURVEYING, LLC _ | REV. SHEET: 1 OF 1 | DATE: 10-28-14 JOB NO: 141027