I-3 - Resolution 2023-021 - Setting a PH Date for Stormwater Easement - Hawk Wash

1.00 AC SITE PLAN LOT 1, HOYT'S 1ST SUBDIVISION TIFFIN, JOHNSON COUNTY, IOWA PLAT PREPARED BY: OWNER/APPLICANT. APPLICANT'S ATTORNEY MMS CONSULTANTSINC, | HAWK WASH, LLC KARL SIGWARTH Page 1917 S. GILBERT STREET 2793 HIGHWAY 6 NW BRADLEY & RILEY PC = oa ae aa Pere z : = = oe IOWA CITY, 1A 52240 TIFFIN, 1A 52340 2007 1ST AVE SE 3 == or CEDAR RAPIDS, 1A 52402 STANDARD LEGEND AND NOTES 2BB- = => CIVIL ENGINEERS 5 10 8 2 GRAPHIC SCALE IN FEET 1°=20' ~ExisT— PROP ea E-4 POWER POLE LANDSCAPE ARCHITECTS es 3 — POWER POLE = = — POWER POLE W/TRANS = == ~—— POWER POLE W/LGHT ENVIRONMENTAL SPECIALISTS Bos =O - WY POLE rd g UaiT Poe 1917 S. GILBERT ST. Ss — SANITARY MANHOLE IOWA CITY, IOWA 52240 ¥ ‘© = FIRE HYDRAN (319) 351-8282 @ — ~ WATER VALVE net www.mmsconsultants. o e DRAINAGE MANHOLE, = © = CURB INLET = FENCE LUNE GRADING '000,00€X LEGEND Provo Sah — EXISTING STORM SEWER PROPOSED SANITARY SEWER @200.008% EXISTING SURFACE ————<« ———~ PROPOSED STORM SEWER 9000.00FG == FINISH GRADE CLECTRICAL LNES [ Tuerowe Ones “\ pons = TOP SAB ve =e CONTOUR LINES (1" INTERVAL) Re 701.03EX- G4: = 7 : BS ANY f .00Tw — PROPOSED GROUND eee s ij eS 4 a ; on 4S eS .sree mae OOO = BRISTING TREE UNETREE & SHRUB 02/09/23 PER CITY COMMENTS - RAN i |: 9 900.00TS TOP CURB & = EXISTING DECIDUOUS ve B31S4 000.00TR . op RM % — EXISTING EVERGREEN TREES & SHRUBS e900.00NT = FG AT TOP WALL THE ACTUAL SIZE AND LOCATION OF ALL PROPOSED FACILITIES MAN SHALL ARE TOGE BEVERIRED PREPAREDWTHANDCONSTRUCTION SUBMI DOCUMENTS, WHICH A4ARENGO RD “ooonows «= FC AT BOTTOM WALL APPROVAL OF THIS DOCUMENT. eanet e= =a ka 28 695.5275: DETAILED SITE GRADING PLAN HAWK WASH _ @lOWAu: RE GNMACTOR Blau MONEY WEA NO LESS THAN 48 HRS. IN ADVANCE ONE CALL. TIFFIN OF ANY DIGGINGOR EXCAVATION. JOHNSON COUNTY JBLIC UTILITY FIXTURES ARE SHI EXISTING ON THE PLANS OR ENCOUNTERED ¥ITHIN IOWA ICTION AREA, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE SURVEYS AND RECORD! ONLY. IT IS POSSIBLE THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN OR SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE ANO EXACT LOCATION AND TO AVOID DAMAGE THERETO. NO CLAIMS FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK. - eee Le B B TSE q st C120 OVERALL SITE LAYOUT AND = _ “ : : DIMENSION PLAN MMS CONSULTANTS, INC. - a : e121 DETAILED SITE LAYOUT AND. DIMENSION PLAN Syren 09/01/2022 140 PRE-EROSION CONTROL AND Designed by. Field Book No: 1349 DEMOLITION PLAN Drown by. [Scot C141 OVERALL SITE GRADING AND EROSION CONTROL AND SWPPP Checked by: [Sheet No: C142 DETAILED SITE GRADING PLAN c160 500 SITE UTILITY PLAN GENERAL NOTES AND DETAILS m= | 0142 L100 SITE LANDSCAPE PLAN 10860-002 [~~