FP23-09 Shops at 75th Final Plat
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C:\RICK\Projects\P05500\6216_75thAve_Bethany_Home\Survey\Drawings\6216_PLAT.dwg — ©2023 Rick Engineering Company FINAL PLAT SHOPS AT 75TH A PORTION OF THE NORTHEAST OF SECTION 14, TOWNSHIP 2 NORTH, RANGE 1 EAST OF THE GILA AND SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA. DEDICATION STATE OF ARIZONA Ss COUNTY OF MARICOPA KNOW ALL MEN BY THESE PRESENTS, THAT NRM GROUP. LLC, AN ARIZONA LIMITED LIABILITY COMPANY HAS SUBDIVIDED UNDER THAT NAME OF "SHOPS AT 75TH”, BEING SITUATED IN THE A PORTION OF THE NORTHEAST OF SECTION 14, TOWNSHIP 2 NORTH, RANGE 1 EAST OF THE GILA AND SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA, AS SHOWN AND PLATTED HEREON AND HEREBY PUBLISHES THIS PLAT, CONSISTING OF TWO SHEETS, AND HEREBY DECLARES THAT SAID PLAT SETS FOR THE LOCATIONS AND GIVES THE DIMENSIONS OF THE LOTS, STREETS AND EASEMENTS CONSTITUTING THE SAME, AND THAT EACH LOT AND STREET SHALL BE KNOWN BY THE NAME GIVEN EACH RESPECTIVELY AND THAT NRM GROUP. LLC, AN ARIZONA LIMITED LIABILITY COMPANY, HEREBY DEDICATES THE RIGHT-OF-WAY FOR 75TH AVENUE AND BETHANY HOME ROAD FOR PUBLIC ROADWAY PURPOSES AS SHOWN ON THIS PLAT AND INCLUDED IN THE ABOVE DESCRIBED PREMISES. EASEMENTS ARE HEREBY DEDICATED FOR THE PURPOSES SHOWN. THE WATER EASEMENT IS HEREBY DEDICATED TO THE CITY OF GLENDALE, IN, OVER, AND UNDER THOSE AREAS AS DESIGNATED AS SUCH HEREON, FOR THE INSTALLATION, MAINTENANCE, REPAIR, REMOVAL AND REPLACEMENT OF WATER LINES. IN WITNESS WHEREOF: NRM GROUP. LLC, AN ARIZONA LIMITED LIABILITY COMPANY, HAS HEREUNTO CAUSED THEIR NAME TO BE EXECUTED BY THEIR DULY AUTHORIZED REPRESENTATIVE, THIS DAY OF 20 BY: NRM GROUP. LLC, AN ARIZONA LIMITED LIABILITY COMPANY, BY: NAME: ITS: ACKNOWLEDGEMENT STATE OF ARIZONA SS COUNTY OF MARICOPA ON THIS DAY OF 20__, BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC, PERSONALLY APPEARED WHO ACKNOWLEDGED HIMSELF TO BE THE NOTES 1. THIS SUBDIVISION IS LOCATED WITHIN THE CITY OF GLENDALE WATER SERVICE AREA WHICH HAS BEEN DESIGNATED AS HAVING AN ASSURED WATER SUPPLY UNDER A.R.S. SECTION 45-576. 2. ALL NEW UTILITIES AND ALL EXISTING UTILITIES, EXCEPT ELECTRICAL TRANSMISSION LINES CARRYING 69 KV OR MORE, WITHIN OR CONTIGUOUS TO THIS SITE, SHALL BE PLACED UNDERGROUND. 3. EXCEPT FOR CONSTRUCTION AND IMPROVEMENTS BY GOVERNMENTAL ENTITIES AND CERTIFIED PUBLIC UTILITIES, CONSTRUCTION AND IMPROVEMENTS WITHIN EASEMENTS SHALL BE LIMITED TO ONLY THE FOLLOWING: A. WOOD, WIRE, OR REMOVABLE SECTION TYPE FENCING. B. CONSTRUCTION, STRUCTURES OR BUILDINGS EXPRESSLY APPROVED IN WRITING BY ALL PUBLIC UTILITIES AND THE CITY OF GLENDALE WHICH USE OR SHALL USE THE UTILITY EASEMENT. 4. ALL LANDSCAPE TRACTS AND LANDSCAPE WITHIN ARTERIAL AND COLLECTOR STREETS DEDICATED BY THIS PLAT SHALL BE MAINTAINED BY THE DEVELOPMENT PROPERTY OWNER’S ASSOCIATION. 5. FIRE DEPARTMENT ACCESS AND WATER SUPPLY REQUIREMENTS SHALL BE IN PLACE PRIOR TO THE START OF VERTICAL CONSTRUCTION. 6. THIS PLAT IS SUBJECT TO THE COMMON OPERATION AND RECIPROCAL EASEMENT AGREEMENT, AS RECORDED IN DOCUMENT NO. 2023—0599911, M.C.R., WHICH DESCRIBES COMMON INGRESS, EGRESS AND CROSS ACCESS THROUGHOUT THE SUBDIVISION, INCLUDING THE OWNERSHIP AND MAINTENANCE OF PRIVATE UTILITIES AND PRIVATE IRRIGATION FACILITIES THAT SERVE PROPERTIES BEYOND THIS SUBDIVISION . 7. EACH LOT IS RESPONSIBLE FOR PROVIDING ONSITE RETENTION FOR THE 100—YEAR, 2—HOUR STORM EVENT FOR THE LOT AREA AND ANY ADDITIONAL AREA THAT DRAINS TO THE LOT PER THE MASTER INFRASTRUCTURE PLAN. PARENT LEGAL DESCRIPTION OF NRM GROUP. LLC, AN ARIZONA LIMITED LIABILITY COMPANY, THE LEGAL OWNER OF THE PROPERTY PLATTED HEREON, FOR THE PURPOSES THEREIN CONTAINED. IN WITNESS WHEREOF, | HEREUNTO SET MY HAND AND OFFICIAL SEAL. NOTARY PUBLIC: COMMISSION EXPIRES: THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF MARICOPA, STATE OF ARIZONA, AND IS DESCRIBED AS FOLLOWS: THE EAST 313.39 FEET AS MEASURED ALONG THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 14, TOWNSHIP 2 NORTH, RANGE 1 EAST OF THE GILA AND SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA; EXCEPT THAT PART OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 14, TOWNSHIP 2 NORTH, RANGE 1 EAST OF THE GILA AND SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 14; THENCE WESTERLY ALONG THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 14, A DISTANCE OF 313.39 FEET, TO A POINT ON THE WEST LINE OF THE EAST 313.39 FEET AS MEASURED ALONG THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 14; THENCE SOUTHERLY, ALONG SAID WEST LINE, A DISTANCE OF 33.00 FEET, TO A POINT ON THE SOUTH LINE OF THE NORTH 33.00 FEET OF THE NORTHEAST QUARTER OF SAID SECTION 14, SAID POINT BEING THE TRUE POINT OF BEGINNING OF THE PROPERTY DESCRIBED HEREIN; THENCE CONTINUING SOUTHERLY, ALONG SAID WEST LINE, A DISTANCE OF 22.00 FEET, TO A POINT ON THE SOUTH LINE OF THE NORTH 55.00 FEET OF THE NORTHEAST QUARTER OF SAID SECTION 14; THENCE EASTERLY, ALONG THE SOUTH LINE OF THE NORTH 55.00 FEET OF THE NORTHEAST QUARTER OF SAID SECTION 14, TO THE SOUTHWEST CORNER OF THE NORTH 55.00 FEET OF THE EAST 95.00 FEET OF THE NORTHEAST QUARTER OF SAID SECTION 14; THENCE SOUTHEASTERLY, TO THE SOUTHWEST CORNER OF THE NORTH 93.00 FEET OF THE EAST 57.00 FEET OF THE NORTHEAST QUARTER OF SAID SECTION 14; THENCE SOUTH—SOUTHEASTERLY, TO THE SOUTHWEST CORNER OF THE NORTH 300.00 FEET OF THE EAST 33.00 FEET OF THE NORTHEAST QUARTER OF SAID SECTION 14; THENCE NORTHERLY, ALONG THE WEST LINE OF THE EAST 33.00 FEET OF THE NORTHEAST QUARTER OF SAID SECTION 14, TO THE SOUTHWEST CORNER OF THE NORTH 121.00 FEET OF THE EAST 33.00 FEET OF THE NORTHEAST QUARTER OF SAID SECTION 14; THENCE WESTERLY, ALONG THE SOUTH LINE OF THE NORTH 121.00 FEET OF THE NORTHEAST QUARTER OF SAID SECTION 14, TO THE SOUTHWEST CORNER OF THE NORTH 121.00 FEET OF THE EAST 45.00 FEET OF THE NORTHEAST QUARTER OF SAID SECTION 14; THENCE NORTHERLY, ALONG THE WEST LINE OF THE EAST 45.00 FEET OF THE NORTHEAST QUARTER OF SAID SECTION 14, TO THE SOUTHWEST CORNER OF THE NORTH 81.00 FEET OF THE EAST 45.00 FEET OF THE NORTHEAST QUARTER OF SAID SECTION 14; THENCE NORTHWESTERLY, TO THE SOUTHWEST CORNER OF THE NORTH 33.00 FEET OF THE EAST 93.00 FEET OF THE NORTHEAST QUARTER OF SAID SECTION 14; THENCE WESTERLY, ALONG THE SOUTH LINE OF THE NORTH 33.00 FEET OF THE NORTHEAST QUARTER OF SAID SECTION 14, TO THE POINT OF BEGINNING. _ w BETHANY HOME RD _ ! SITE wy! | i qe 4.--______ = 2) | |2 ! | 7 w CAMELBACK RD 7 T.2N, R.1E VICINITY MAP N.T.S. OWNER NRM GROUP. LLC, AN ARIZONA LIMITED LIABILITY COMPANY C/O DIVERSIFIED PARTNERS, LLC RAFAT ABDELJABER 7500 £. McDONALD DR., SUITE 100A SCOTTSDALE, ARIZONA 85250 PHONE: 602-478-7420 SURVEYOR ERIC SOSTROM, RLS #41894 ESOSTROM@RICKENGINEERING.COM 2401 WEST PEORIA AVENUE, SUITE 130 PHOENIX, ARIZONA 85029 BASIS OF BEARING THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 14, TOWNSHIP 2 NORTH, RANGE 1 EAST, GSRB&M. SAID LINE BEARS SOUTH 89 DEGREES 33 MINUTES O05 SECONDS WEST. DEVELOPMENT ASSURANCES | HEREBY ACKNOWLEDGE THAT ENGINEERING PLANS FOR PUBLIC IMPROVEMENTS ASSOCIATED WITH THIS SUBDIVISION HAVE BEEN APPROVED AND THAT ALL NECESSARY ASSURANCES FOR THESE IMPROVEMENTS HAVE BEEN RECEIVED IN A FORM ACCEPTABLE TO THE CITY. BY: CITY ENGINEER (OR DESIGNATED REPRESENTATIVE) DATE CITY OF GLENDALE, ARIZONA CERTIFICATION THIS IS TO CERTIFY THAT THIS SURVEY AND SUBDIVISION OF THE PREMISES DESCRIBED AND PLATTED HEREON WAS MADE UNDER MY DIRECTION DURING THE MONTH OF NOVEMBER, 2022, AND THAT THE SURVEY IS COMPLETE AS SHOWN; THAT THE MONUMENTS SHOWN ACTUALLY EXIST OR WILL BE SET AS SHOWN; THAT THEIR POSITIONS ARE CORRECTLY SHOWN; AND THAT SAID MONUMENTS ARE SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED. ERIC SOSTROM, RLS #41894 ESOSTROMGRICKENGINEERING.COM 2401 WEST PEORIA AVENUE, SUITE 130 PHOENIX, ARIZONA 85029 ERIC L. SOSTROM APPROVED BY THE MAYOR AND COUNCIL OF THE CITY OF GLENDALE, ARIZONA ON THIS DAY OF 20__. BY: MAYOR DATE ATTEST: CITY CLERK DATE APPROVED: PLANNING MANAGER DATE GROUP, INC Land Surveying Services (602) 950-3500 2401 WEST PEORIA AVENUE, SUITE 130 PHOENIX, ARIZONA 85029 SURVEY INNOVATION 4650 E. COTTON CENTER BLVD. SUITE 120 PHOENIX, AZ 85040 PH: (602) 286-9300 CIVIL DESIGN GROUP 3 Xe) EEN ine i sil 204 zOa LrzZ yn WwW unl G) DRAWING NAME: 6216_PLAT FAX: (602) 286-9400 JOB NO. 6216 DRAWN: PJE CHECKED: ELS DATE: 11/22/23 SCALE: N.T.S. SHEET: 1 OF 2 C:\RICK\Projects\P05500\6216_75thAve_Bethany_Home\Survey\Drawings\6216_PLAT.dwg — ©2023 Rick Engineering Company E.1/4 CORNER SEC. 14, T.2N., R.1E. N.1/4 CORNER —_— @a>==>— SEC. 14, T.2N., R.1E. 30 0 30 60 SCALE FEET SCALE: 1” = 30’ | Bs 6 | | g | N “UNSUBDIVIDED" EX. 55 R/W - NO‘0713"E 603.47’ ae 10 4 if 155.92’ i 93.75" i 175.50’ i 178,30" a og " A 55’ R/W B’ P.U.E—-| ;*— DEDICATED —— ~ HEREON + oe 62.5’ R/W nota ; \14—~7 DEDICATED ——=1 - | NO‘0713"E 581.89 _ _ | _ ~ HEREON \ 0.5’ P.U.E——-}-- L18—JS _ NO‘0713"E 106.67, - _NO‘0713"E 103.587 | ~ - NO°07'13"E 159.67’ _ | ~ NO°0713"E 88.96’ NO°07'13"E 48.96’ | | Jz r| lw ~LO al |S aL [2 3-71 ~L29 | Ss 9s Paes L23 ~ L20 ~ eo <s<5 |_| > Qt | 3 L26 o<ar Q S vee | x <x 8 PUES (@) ul ° ® x , ce 5 : ¢ i. % B 2 | Ly vn a od fo) for) 00 = 00 = 2 Ww wo i) Ne) Te) Ye} Ye) t bs a2 9s 3S 9S es “ “ S fe) S 2 = 2 2 oa ir Ww g = > og 6} wow LOT 4 Py LOT 3 5 LOT 2 5 LOT 1 | |= wl > = ROR a a a wu > a 2 a ” x x re) to re) ‘to =] m6) oO r4 & N N fon) PN en Oo | : Sf ° ” ” 0 r ; A vn | g K iS Zz ne) Wy 10 ie) B | | | ® , 55° R/W 20 SCN DEDICATED —— HEREON DEDICATED HEREON L11 1” P.ULE. Liz) , , 8 P.U.E. 33.29 21.91" 8 P.U.E. Wr "631 12 I —- , —— ++ | i L8 A 97.50” ) 37.70 ae dS 146.59’ ! 125.62’ FD. 1/2” REBAR W/CAP | SO°07'13"W 135.21 no ae , S0°07'13"W 272.20’ | RIS NO. 12600 $0°07'13"W 55.20 | 2 55’ R/W 62’ R/W 55° R/W , a , — DEDICATI EX. 33° R/W Oe Son EX. 33° R/W OO eScon. NORTH 75TH AVENUE DEDICATED — BK.2, PG. 1 : I BK.2, PG. 1 HEREON 1975.09’ le 658.36 S0°07'13"W 2633.45 © FOUND BRASS IN HANDHOLE —_ () FOUND BRASS CAP FLUSH LINE TABLE LINE TABLE LINE TABLE LOT AREA TABLE @ FOUND 72 REBAR LINE | DIRECTION | LENGTH LINE | DIRECTION | LENGTH LINE | DIRECTION | LENGTH fo) SET 1/2” REBAR W/CAP RLS 41894 1 | sasog'sre | 1066 r LOT # |AREA (S.F.+)|AREA (AC.+) . . $89°31'51"W | 62.00’ 59°47” , R/W RIGHT OF WAY L16 | $89°52'47°F | 10.00 1 45,203 1.038 BK./PG. BOOK & PAGE L2 | N89°33'05"E | 43.83 L10 | NO‘26'55"W | 55.00’ L17 | NO'07’13"E 8.50’ 5 15.170 037 L3 | N44°50’09"E | 10.66’ L117. | $0°0713"W 3.42’ “33°05” , : SOUNDARY ONE 118 | N89°33’05"E | 20.00 5 Dan 3500 LA waning” 35° no an ; a ; CENTERLINE S$6°30'01°E 17.35 L12 S0°07'13"W 16.91 19 N89°52’47”"W 6.00 ri 39.579 a _ _ _ _ L5 ° ’ ” . ’ L . ’ ” ’ . , ” , , . ADJACENT BOUNDARY LINE $45°07'13° W 9.90 13 N89°33'05"E 6.83 L20 NO°07'13"E 13.00 TOTAL | 153,863 3.530 — EASEMENT LINE — L6 | N16°58'40"W | 23.81 L14 | N89°33’05"E | 17.00 L21 | N89°52’47"w | 6.00’ L7_ | S45°07'13"W | 9.90" L22 | N89°52’47"W | 8.00’ L8 SO'07'13"W | 48.83 L23 | so'07’13"w | 10.00’ L1iS5 N89°33'05"E 17.50’ L24 N89°52’47"W 8.00’ L25 | N89°52’47’w | 21.90’ L26 | NO‘0713"E | 10.00" L27 | N89°52’47"w | 21.90 L28 | N89°52’47’w | 7.39” L29 | No‘0713"E | 21.25" L30 | N89°52’47’w | 7.39” N.E. CORNER aa 14, T.2N., R.1E. =) GROUP, INC Land Surveying Services (602) 950-3500 2401 WEST PEORIA AVENUE, SUITE 130 PHOENIX, ARIZONA 85029 SURVEY INNOVATION SUITE 120 PHOENIX, AZ 85040 4650 E. COTTON CENTER BLVD. PH: (602) 286-9300 WY) =) 2 — oO. O i’ > je} [4 O Z eS) a bd a = 2 O FINAL PLAT SHOPS AT 75TH GLENDALE, ARIZONA DRAWING NAME: 6216_PLAT FAX: (602) 286-9400 JOB NO. 6216 DRAWN: PJE CHECKED: ELS DATE: 11/22/23 SCALE: = SHEET: 2 OF 2