I-1 - Construction and Dedication Agreement

SITE PLAN 1.00 AC LOT 1, HOYT'S 1ST SUBDIVISION TIFFIN, JOHNSON COUNTY, IOWA PLAT PREPARED BY: OWNER/APPLICANT: APPLICANT'S ATTORNEY MMS CONSULTANTS INC. HAWK WASH, LLC KARL SIGWARTH 1917 S, GILBERT STREET 2793 HIGHWAY 6 NW BRADLEY & RILEY PC IOWA CITY, 1A 52240 TIFFIN, 1A 52340 2007 1ST AVE SE i W CEDAR RAPIDS, 1A 52402 : STANDARD LEGEND AND NOTES | — PROPERTY &/or Boulioary UNES: H \ EXST INTK ‘ CIVIL ENGINEERS . ieee tl pane | TF ioe sa a LAND PLANNERS : le outa Nee.00 rR = =| BOSONS EA LAND SURVEYORS | os 4 Py ) = RECORDED DIMENSIONS LANDSCAPE ARCHITECTS 22-1 — CURVE SEGMENT NUMBER: ae SEL pmer ras ENVIRONMENTAL SPECIALISTS - POLE W, ‘OP = S = bomen pout wr lowa Grr. 1OWwa 52240 a = - or roe peoninineeaiml cecal a BO cae www.mmsconsultants.net 3 s — WATER VALVE ‘© = FIRE HYDRANT ® © — = DRAINAGE MANHOLE = ~ CUR INLET - ICE LINE Date__| Revision || E SEene =o GONTOURLINES ae iy INTERVAL) 03/14/23 PER CITY COMMENTS -- RAN. PER CITY COMMENTS RAN Hl — PROPOSED 03/28/23 PER CLIENT COMMENT - RAN | H rat — EXISTING* eooUUS—_ & SHRUB | 4% = EXISTING EVERGREEN TREES & SHRUBS i a age SIZE AND LOCATION OF ALL PROPOSED FACILITIES : tO BE PREPARED AND WITH SUBMITTED pela dali)SUBSEQUENT DOCUMENTS, TO THE WHICH APPROVALOF THIS DOCUMENT. H NOTE: ALL PROPOSED STORM SEWER IS PUBLIC. j UNLESS OTHERWISE NOTED. ALL PROPOSED WATERMAIN IS PRIVATE. : ALL PROPOSED SANITARY IS PRIVATE. H SEE SHEET C500 FOR THRUST BLOCK j DETAIL T 1 INSTALL IDOT CLASS D H \ I RIP-RAP_11°x11"x2" THICK t | OVER ENGINEERING FABRIC | | wi ' a 7 ‘ | | Zi | =X SAN Mi 1 1 is) nana seceaeeceme eee rem : iE IN(N)~690.90 i}! 3/ SITE UTILITY 1E OUT(S)=690.80 SAN MH fl I & 2X SAN i TR=691.48 | /- IE IN(N)=683.6B 1\ 7 4 Taare:24 P LAN IE OUT(S)=683.58 \ | ; 1E OUT(S)=679.19 \ ial gf | z \ I \é/ SW \ 1 Pi 4 i}—— ———_—_)-——— } @ TR = ins. HE woe" z} 1—pf20F IRCP_@— 0.30%] 18"6 v\ | /. INSTALL WYE ON EXST 15" SAN MAIN. E_OUT(18")(S)=685. 20} \ | ~. aM~ . . . He: 607.08. . bs MAINTAIN 18” MIN. SEPARATION. I ia i 3 MAINTAINAND18"SANIMIN.GROSSING SEPARATION wit ai en ean SANT AND WATER CROSSING [TT PROPOSES IS" STORM SEWER EASEMENT t geetAh 7 L [ ee ET ke ‘STORM s———— pJSANT AND GAS MAIN MAINTAIN 18”WATER MAIN CROSSING MIN. SEPARATION. 6" SANI TOP: 688.13 PROP MH BS T 1 APROX. GAS TOP: — Deer ISW-401 48" f y Z __ IR | = 588.55 HE IN(18")(N)=6B4,59 a | 4 HAWK WASH lE_OUT(18")(E)=684.39 i suns ~ ® lIOWATI paneer ~ ONE CALL. | ren | SHALL NOTIFY 10) : OF ANY JOHNSON COUNTY WHERE PUBLIC UTLITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS OF IOWA THE CONSTRUCTIONMEAT SLL Ge IE RESRONGRLITY OF VE: CONTIAGTOR TO NOMFY TE PROP INTK #3 2 SHALL AFFORD ACCESS TO Tose FACILITIES FOR NECESSARY MODIFICATIONTHEOFCONTRI OWNERS OF THOSE UTILITIES PRIOR TO THE BEGINNING OF pied SA-SI2 JNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE x BS e wos"k Xn)=s06. 20 ‘AND ‘BE OTHERS, ‘ONLY. ITS ee Parra THEIR LfLOCATIONS OF MUSTae BE CONSIDERED TE nll NOT aon TO SANITARY S1UB ATBUR DING le INGB")(W)=688. LOCATION AND TO AVOID DAMAGE THERETO. NO CLAMS FOR ADDITIONAL COMPENSATION WILL BE li i SerMECHAWAL PLAN FOR LOC) ; WE OUT(IBTM Nejeebs.00 H CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK. a|csoeas “torMo: son'GassLasCROSSING ee ==) | — . ~ Sox]| 24 —_— sais C120 c121 MENSIONSITEPLANLAYOUT AND DIOVERALL DETAILED SITE LAYOUT AND DIMENSION PLAN MMS CONSULTANTS, INC. so 09/01/2022 —_— C140 PRE-EROSION CONTROL AND Designed by: ‘No DEMOLITION PLAN gene Co" Se c141 OVERALL SITE GRADING AND Prove "1530" —— EROSION CONTROL AND SWPPP Checked by: [Sheet Nov . C142 DETAILED SITE GRADING PLAN Project to. C160 SITE UTILITY PLAN C1 60 C500 GENERAL NOTES AND DETAILS iE: L100 SITE LANDSCAPE PLAN 10860-002