I-5 - Resolution 2023-066 - Approving Andersen Addition - Part 3 - Preliminary Plat

PRELIMINARY PLAT 37.80 AC ANDERSEN ADDITION - PART THREE TIFFIN, IOWA RSEN ADDITION - PART THREE TIFFIN, IOWA PLAT/PLAN APPROVED bythe of Tiffin City PLAT PREPARED BY: APPLICANT: APPLICANT'S ATTORNEY: Dae MMS CONSULTANTS INC. HIGHTOWER DEVELOPMENT, INC = MATTHEW J. HEKTOEN 1917 S, GILBERT STREET PO 5 198 SIMMONS PERRINE MOYER BERGMAN PLC. UTUTY, EASEMENTS, AS SHOWN HEREON, MAY OR MAY, NOT, INO /R WATER UNES "Ser consTRUGION PLAS etune Sena Seveanes, Sea Seven es IOWA CITY, 1A 52240 CORALVILLE, 1A 52241 115 3RD STREET SE, SUITE 1200 CEDAR RAPIDS, IA 52401 PRELIMINARY PLAT DESCRIPTION - ANDERSEN ADDITION - PART THREE BEGINNING AT THE NORTHEAST. Kopel Co OF THE SOUTHWEST OF THE NORTHWEST QUARTER THE FIFTH PRINCIPAL OF JOHNSON MERIDIAN ao22, TOWNSHIP COUNTY,60 NORTH,THENCE RANGE S00°5043°E, 7 EST, OF TW JOWA; CIVIL ENGINEERS ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER OF THE Ni NT TO PUBLIC RIGHT-OF-WAY SHALL INCLUDE UTILITY SERVICE BY COMMERCIAL PROVIDERS. LAND PLANNERS CENTER - PART THREE, TIFIN, ‘THE PLAT THEREOF REC BOOK 85, AT PAGE 337 IN THE RECORDS OF THEJt LAND SURVEYORS LIE WITHIN RECORDERS OFFICE; THENCE S89°30'03°W, AL Ne oe SAID PLACE CITY ~ PART THREE, AND THE NORTH LINE OF PARKPLACE- PART FOUR,hg JOWA,N ate nel WITH THE PLAT LAT THEREOF RiRECORDED LANDSCAPE ARCHITECTS BOOK 61 PAGE 281 RECORDS OF HE JOHNSON COUNTY Robert L & Eon D genisin ai RECORDER'S panes 213. 7Fcer."0 THE SOUTHWEST CORNER OF AUDITOR'S ENVIRONMENTAL SPECIALISTS 1332:oe weeIT:§ E ectoIN vaponial DANCE WITH THI 1817 S. GILBERT ST. ‘www. mmsconsultants. net FOOT RADUS VE, \VE Y, 95. BEARS N17°11'48°W; THENCE NORTHWESTERLY, 21.15 FEET, Al 1E, AND A 233,00 FOOT RADUS CON NORTHEASTERLY, ACCORDANCE WITH THE mahTHEREOF RECORDED REC N BOOK 68, AT|.PAGE 62, IN IOWA, PRIVATE OPEN SPACE EASTERLY,131.09 FEETVEALONG SAID EASTLY,LNWHOSE IE,AND 428.26 AN ARC OF A 960.00 ‘THERECORDS OF THE JOHNSON COUNTY Lary OFFICE; THENCE BEARS N20"1345"E; THENCE N33"0703"E, ALON! FOOT CHOR! UNE, 30.01 FEET; a I LINE, FEET; melee 7 COUNTY 319.03iGFEET; SAID LINE, 35.01 FEET; THENCE NS8°5752'W, THENCE N50°01'23°W, ALONG SAID EAST LINE,AL30070 Peet Fe ‘Tonme ‘SNORTHEAST 80OUTHI CORNER THEREOF, AND A root THE NOR’ (QUARTER NORTH, RANGE 7weer ‘T|EHENCE NORTHEAST N89°40'3Qu) inbolaliealeare 1"E,PALONGTHE 1 TORNSHIP reerIE OF OF SAID ‘SNORTHEAST OUTHI CORNER HEREOF, WHICH IS THE NORTHWESTcanonCORNER TO THE SAID QUARTER OF THE NORTHWEST QUARTER OF SECTION 22; THENCE N88°3417°E, ALONG THE NORTH LINE OF SAID SOU’ OF OF SECTION 22, A DISTANCE OF 1332.18 FEET, TO SAID POINT OF BEGINNING, CONTAINING 37.80 ACRES, AND SUBJECT TO EASEMENTS JOHNSON AND RESTRICTIONS OF RECORD. &! TYPICAL STREET SECTION Rarick farick Rarick \ RIGHT OF WAY WIDTH = 66° E Pqwall Ruth 1/2 ROW Robert 1-07} 1/2 PAVEMENT <Wohn Wi r PAVEMENT CROWN APC. efeee: ne Dpvaorineht » é [ARTI AA ‘SIDEWALK ae Pa 4 Linden Teme sé, a fn vA ‘S234 (DOT GRADATION 12) > = > \ ff PIPE DIAMETER: AS SPECIFIED BAILEY WAY SACRA (PERFORATED) (GRADATION 29) Bowers TYPICAL STREET SECTION ola y WIS PRELIMINARY | Ear RIGHT OF WAY MIDTH = 80° . bu ‘\ PLAT : 3. = 1/2 ROW RS 1-9 1/2. PAVEMENT TE ae S vt BY P.C.C. 2-2 a PAVEMENT q 8 #P.C.C. 0% ‘SIDEWALK a Nv VARIES Bs =) 8" GRANULAR SUBBASE BS) (DOT GRADATION 12) 4” min. .. Hightower Dp vglopment x ‘Oo PIPE DIAMETER PoROUS Basselec Send Ro NI dup = A, RR) AS SPECIFIED (PERFORATED) CROELL AVENUE AND DIAMOND BOULEVARD BACKFILL (GRADATION 29) Ibert ty tA a WO DB TYPICAL PRIVATE DRIVE = BRISTNG RIGHT-OF-WAY LINES NTS. tUNES tortUNes“inte AL UNES ANDERSEN PROPOSED EASEMENT LINES | 40.0" € 40.0" ADDITION - UNES | , 13.0" 13.0" , PART THREE RECORDED DIMENSIONS TIFFIN i || 6" INTEGRAL | PROFILE GRADE. — CURVE SEGMENT NUMBER —EXIST— —PROP— JOHNSON COUNTY = = POWER P( CURB 1OWA POWER POE W/TRANS POWER POLE W/DROP = = ad POWER POLE WAIGHT sey etl 51201" > =@ NY POLE R=233.00" , | 2.0; SANTARY MANHOLE 121.15" 3 3 T=10.58 fi cai ¥ . ~. CBENSTITIOW" “fy | Access ano | é FIRE HYDRANT 5 1 o @ DRAINAGE.MANHOLE a wet + pee UTILITY EASEMENT oa a FENGe UNE PAVEMENT ue 12” SUBGRADE EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING STORI tn PROPOSED STORM SEWER C=95.9. al WA ~ CB=NI711"48"W MMS CONSULTANTS, INC. ELECTRICAL LINES TELEPHONE LINES TYPICAL PARKING/DRIVEWAY SECTION LINES: — CONTOUR LINES (2° INTERVAL) __NOO'30'16"W_ pas 04-26-23 155.95" S* ROLL CURB: PROPOSED GROUND Designed by: Fleld Book No: EXISTING GROUND KJB 155.95’ 7 a EXISTING TREE LINE 6° INTEGRAL CURB ‘Drawn by: Scale: <= EXISTING DECIDUOUS TREE & SHRUB eer Oe er ‘Checked by: [shoot No» EXISTING EVERGREEN TREES & SHRUBS 4 Shes Project No SHALL BE VERIFIED. TH consrmucTOn DOCUMENTS, WHICH of lowa ity a Rd} ARE TO BE PREPARED ANI SUBMITTED SUBSEQUENT TO THE APPROVAL OF Tis DOCUMENT. Brea = 6385-066 seasoaan§ + ‘ EE