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"M • rr � si'�;; ^�,. ¢*va >; *. k . i• '�', 1;�`,Ac . f,::- MMK, . �t�� ',y;, ,+t� �9~•; : Y: fm " ...Y:.` M1 � 9i•, j., y ,.jam 6. ,..�F.. .��,..`�. y ,y.. `� g A�`.k Y >K w •Y i+., ' $ i{ r, ;9{ F� v�.>..: may, .' t f ri R 4 '� , , 9 : Y A, < - ' ..F + rq� , t,.: e/, I ,r � W d ' E J s ,h:. gA•'-:.` l tm /� n .r ,+ C ,.�,�`�. r • ..IPA �.,s ,+ A. ,y` .r fl\�+'c..-y€Pi.� c ,-5: ,r •^"r > - W 7 1 LOCATION MAP SCALE IN FEET 0 250 500 CIVIL PLAN ABBREVIATIONS: AC ADA ACRE AMERICANS WITH DISABILITIES ACT CJ CL CONTROLJOINT CENTERLINE EOF EQ EMERGENCY OVERFLOW EQUAL GL GUTTER LINE IRS RON PIPE SIZE NWL NORMAL WATER LEVEL RD ROOF DRAIN TNFH TOP NUT OF FIRE-',DRAN- ADD ADDENDUM CMP CORRUGATED METAL PIPE EX EXISTING GPM GALLONS PER MINUTE J-BOX JUNCTION BOX OC ON CENTER REBAR REINFORCING BAR TRANS TRANSFORMER AFF ABOVE FINISHED FLOOR CO CLEANOUT F/G FORM GRADE GV GATE VALVE 1T JOINT OCEW ON CENTER EACH WAY REM REMOVE TV TELEVISION AGG AGGREGATE CONC CONCRETE FDC HDPE FIRE DEPARTMENT CONNECTION HD HIGH DENSITY POLYETHYLENE LF LINEAR FEET OH OVERHEAD ROW RIGHT OF WAY T/W TOP OF WALL APPROX APPROXIMATE CONST CONSTRUCTION FDN FOUNDATION HEAVY DUTY LIN LINEAR CHID OVERHEAD DOOR R/W RIGHT OF WAY TYP TYPICAL ARCH ARCHITECT, ARCHITECTURAL CONT CONTINUOUS FFE FINISHED FLOOR ELEVATION HH HORIZ HANDHOLE HORIZONTAL LPS LOW PRESSURE STEAM OZ OUNCE SAN SANITARY UT UTILITY, UNDERGROUND BFE BASEMENT FLOOR ELEVATION CY CUBIC YARD FPM FEET PER MINUTE HR LS LUMP SUM PED PEDESTAL, PEDESTRIAN SCH SCHEDULE TELEPHONE BIT BITUMINOUS C&G CURB AND GUTTER FPS FEET PER SECOND HOUR LSO LOWEST STRUCTURAL OPENING PERF PERFORATED SF SQUAREFOOT VCR VITRIFIED CLAY PIP_ CAD COMPUTER -AIDED DESIGN DEMO DEMOLITION FT FOOT, FEET HWL HIGH WATER LEVEL MA' MAXIMUM PL PROPERTY LINE SPEC SPECIFICATION W/O WITHOUT CB CATCH BASIN DIA DIAMETER FTG FOOTING HWY HIGHWAY ME MAILBOX PP POLYPROPYLENE SQ SQUARE W/ WITH CFS CUBIC FEET PER SECOND DIM DIMENSION GA HYD HYDRANT ME�H MECHANICAL PSI POUNDS PER SQUARE INCH STA STATION YD YARD CF CUBIC FOOT DS DOWNSPOUT GAL GAUGE GALLON I INVERT %,I MANHOLE PVC POLYVINYL CHLORIDE SY SQUAREYARD YR YEAR CI CAST IRON EA EACH GALV GALVANIZED ID INSIDE DIAMETER I,' N MINIMUM PVMT PAVEMENT T/C TOP OF CURB CIP CAST IRON PIPE ELEC ELECTRICAL GC GENERAL CONTRACTOR IN INV INCH VISC MISCELLANEOUS QTY QUANTITY TEL TELEPHONE CIPC CAST IN PLACE CONCRETE ELEV ELEVATION GFE GARAGE FLOOR ELEVATION INVERT SO NUMBER RAD RADIUS TEMP TEMPORARY F IRON PIPE "ITS NOT TO SCALE RCP REINFORCED CONCRETE PIPE THRU THROUGH PROJECT AD DRESS ESS /LOC ATION : 200 W 4TH STREET WATERLOO, IA 50701 NW QUARTER OF SECTION 26 / TOWNSHIP 89N / RANGE 13W SITE SUMMARY ZONING: C-3, GENERAL COMMERCIAL SITE/LOT AREA: 94,700 SQ. FT / 2.2 AC IMPERVIOUS AREA: 89,000 SQ. FT12.0 AC SPECIFICATIONS REFERENCE ALL CONSTRUCTION SHALL COMPLY WITH THE CITY OF WATERLOO REQUIREMENTS AND WITH THE 2021 EDITION OF THE STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) FOR PUBLIC IMPROVEMENTS, UNLESS DIRECTED OTHERWISE, PROJECT DATUM HORIZONTAL COORDINATES HAVE BEEN REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83), ZONE 5, ON THE IOWA REGIONAL COORDINATE SYSTEM, IN U.S. SURVEY FEET. ELEVATIONS HAVE BEEN REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). RTK GPS METHODS WERE USED TO ESTABLISH HORIZONTAL AND VERTICAL COORDINATES FOR THIS PROJECT. TOPOGRAPH IC SURVEY THIS PROJECTS TOPOGRAPHIC SURVEY CONSISTS OF DATA COLLECTED IN APRIL 2021 BY ISG. B.M. ELEVATION=849.10 TOP NUT OF FIRE HYDRANT ON EAST SIDE OF WEST 4TH STREET, 135 LF SOUTHEST 5 SULLIVAN BROTHERS BUILDING FACE LEGEND I EXISTING CITY LIMITS SECTION LINE QUARTER SECTION LINE RIGHT OF WAY LINE PROPERTY /LOTLINE ------------------- EASEMENT LINE ACCESS — N — — WATER EDGE WET— — — WETLAND BOUNDARY u WETLAND/MARSH —x—x—x—x— FENCE LINE >— — — « — — CULVERT « — — STORM SEWER < -- SANITARYSEWER SANITARY SEWER FORCEMAIN 1 — — WATER ---G-- GAS -- — — OE — OVERHEAD ELECTRIC — UE — UNDERGROUND ELECTRIC — — UT — — UNDERGROUND TELEPHONE — — UTV — — UNDERGROUND TV — — — OHL — OVERHEAD UTILITY UTL — — UNDERGROUND UTILITY — — — FBo — UNDERGROUND FIBER OPTIC 990 — -- CONTOUR (MAJOR) — 989 _ — CONTOUR (MINOR) DECIDU OUS CONIFEROUS TREE TREE LINE O MANHOLE/STRUCTURE CATCH BASIN HYDRANT D4 VALVE ® CURB STOP 0 POWER POLE Lj UTILITY PEDESTAL I CABINET PROPOSED LOT LINE RIGHT OF WAY — — — — — — EASEMENT CULVERT STORM SEWER STORM SEWER (PIPE WIDTH) SANITARY SEWER SANITARY SEWER (PIPE WIDTH) WATER ' Q fills G GAS of OVERHEAD ELECTRIC uE UNDERGROUND ELECTRIC se UNDERG 01 CONTOUR 1 rn0A 292 - 989 ( ; 1015 CONTOUR Q V' yL.�V7 MANHOLE (STORM, SANITARY) YrYVyK1awoOnecaffmom CATCH BASIN HYDRANT THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED N VALVE WITHOUT PRIOR WRITTEN CONSENT. PROJECT CITY OF WATERLOO SULLIVAN BROTHERS PLAZA RENOVATION WATERLOO IOWA REVISION SCHEDULE DATE DESCRIPTION av PROJECT NO. 21-25083 FILE NAME 25083 CO -DETAILS DRAWN BY TJB / PRA DESIGNED BY NSG / TJB / PRA REVIEWED BY NSG / TGV ORIGINAL ISSUE DATE 08/10/21 CLIENT PROJECT NO. - TITLE SITE DATA SHEET CO-10