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Home My WebLink AboutWoodruff Construction - CO #5 -1/2/2024CHANGE ORDER NO. 5 Owner City of Waterloo Project Gates Park Improvements Project Date: 12/28/2023 Owner's Contract No. 1076 Date of Contact Start 5/30/2023 Contractor: Woodruff Construction Contract Amount: $ 9,362,172.81 You are directed to make the following changes in the Contract Documents. Description: 94 Amphitheater Structure 96 Amphitheater Restroom Building 97 Splash Pad Restroom Building 128 Amphitheater Structure MEPT TOTAL ADDITIONS (24,544.79) /LS (189,632,90) /LS (372,896.84) /LS 1,270.50 /LS x x x 1 LS $ (24,544.79) 1 LS $ (189,632.90) 1 LS $ (372,896.84) 1 LS $ 1,270.50 $ (585,804.03) Reason for Change Order 94 Change burnished, double coarse block wail to single standard CMU block wall. Roof structure and material change. Remove metal soffit, add in T&G wood substrate and clear coat. Remove wall staining and sandblasting. See attached drawings 96 Change in foundation plan. Change burnished block walls to single standard CMU block walls and paint Roof structure and material change. Add painted plywood ceiling to restrooms. See attached drawings. 97 Changed form line concrete wall to smooth finished w/ reveal strips. Roof structure and material change. Change in foundation plan. Change burnished block walls to single standard CMU block walls and paint. Add painted plywood ceiling to restrooms. See attached drawings 128 Change of light fixtures. See attached drawings. CONTRACT PRICE Original: Previous C.O.s (ADD/DEDUCT) This C.O. (ADD/DEDUCT) Contract Price with all approved Change Orders: $ 9,362,172.81 Original Working Days $ (402,647.57) $ (585,804.03) Revised Working Days: $ 8,373,721.21 CONTRACT TIME To Substantial Completion 2401 To Final Completion 2401 It is agreed by the Contractor that this Change Order includes any and all costs associated with or resulting from the changes) ordered herein, including all impact, delays, and acceleration costs. Other than the dollar amount and time allowance listed above, there shall be no further time or dollar compensation as a result of this Change Order. THIS DOCUMENT SHALL BECOME AN AMENDMENT TO THE CONTRACT AND ALL STIPULATIONS AND COVENANTS OF THE CONTRACT SHALL APPLY HERETO. APPROVED: BY: Que/ri / 1 /2/2024 Owner (Authorized Signature) Date ACCEPTED: �1/''y,,,/ BY: : ' G /q /2/r�,%23 Contractor (Authorized igature Date ACI PTED: BY: AECOIV. 12-28-23 Date AECOM 60672429 I 5 Project No. C.O. No. WOODRUFF CONSTRUCTION 100% Employee Owned Anthony Hemann AECOM 501 Sycamore St. #222 Waterloo, IA 50703 RE: FY 2023 Gates Park Improvements 820 E Donald St. Waterloo, IA 50703 1717 Falls Avenue I Waterloo, IA 50701 Ph: [319] 233-3349 Fax: [319] 233-3369 12/26/2023 SUBJ: PCO #12 — Updated CO#05 Drawings Dear Mr. Hemann, Per correspondence with the City and design team on Change Order #5 drawings, we are proposing the following cost changes for the project: • Bid Line #094 — Amphitheater Structure • Change burnished, double course block wall to single standard CMU block wall • Roof structure change • Roof material change • Remove metal soffit, add in T&G wood substrate and clear coat • Remove wall staining • Remove sandblasting • Bid Line #096 — Amphitheater Restroom Building • Foundation plan changes • Change burnished block walls to single standard CMU block walls and paint • Roof structure and material change • Add painted plywood ceiling to restrooms • Bid Line #097 — Splash Pad Restroom Building • Changed form lined concrete wall to smooth finished w/ reveal strips • Foundation plan changes • Change burnished block walls to single standard CMU block walls and paint • Roof structure and material change • Add painted plywood ceiling to restrooms • Bid Line #128 — Amphitheater Structure MEPT • Change of light fixtures Bid Line Original Estimate CO#5 Delta 94 $ 357, 744.79 $ 96 $ 619, 549.90 $ 97 $ 972, 211.84 $ 128 $ 55,438.13 $ Total 333,200.00 $ (24,544.79) 429, 917.00 $ (189, 632.90) 599,315.00 $ (372,896.84) 56, 708.63 $ 1,270.50 $ (585,804.03) Total = (-$585, 804.03) Changes stated above are not all inclusive, and are to give a brief synopsis of the larger design changes associated with the CO#5 drawings. Your written approval on structural related items is required by (12/29/2023) When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes will be included in a future contract change order. If you require additional clarification, please contact me. Thank you for your prompt response. Sincerely, WOODRUFF CONSTRUCTION, INC. Will McAllister Project Manager cc: File 62uerdui 9irt / 1/2/2024 Owner Approval / Date Architect Approval / Date CONTINUATION SHEET AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMEN Contractor's signed certification is attached. In tabulations below, amounts are stated to the nearest dollar. Use Column I on Contracts where variable retainage for line items may apply. A B C ITEM DESCRIPTION OF WORK SCHEDULED NO. VALUE 1 Bid Item #94 - Amphitheater Structure 2 Masonry $40,750.00 3 Structural Steel $194,250.00 4 Rough Carpentry $30,150.00 5 Thermal and Moisture Protection $36,400.00 6 Paint $16,900.00 7'Signage $5,900.00 8 Excavation/Backfill $8,850.00 9 $0.00 15 Bid Item #96 - Amphitheater Restroom Building $0.00 16 Concrete $119,500.00 17 Masonry $102,600.00 18 Structural Steel $14,250.00 19 Rough Carpentry $57,900.00 20 Casework $9,900.00 21 Thermal and Moisture Protection $38,000.00 22 Frames/Doors/Hardware $19,975.00 23 Paint $23,950.00 24 Signage $832.00 25 Bath Accessories & Partitions $25,450.00 26 Earthwork $17,560.00 27 $0.00 GRAND TOTALS $874,821.61 Users may obtain validation of this document by requesting AIA DOCUMENT G703 CONTINUATION SHEET FOR G702 1992 EDITION AIA®- © 1992 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006-5232 G703-1992 CONTINUATION SHEET AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMEN Contractor's signed certification is attached. In tabulations below, amounts are stated to the nearest dollar. Use Column I on Contracts where variable retainage for line items may apply. A ITEM NO. DESCRIPTION OF WORK C SCHEDULED VALUE 28 29 30 31 32 33 34 35 36 37 38 39 40 41 51 52 53 Bid Item #97 - Splash Pad Restroom Building Concrete Masonry Rough Carpentry Casework Thermal and Moisture Protection Frames/Doors/Hardware Access Hatch Paint Signage Bath Accessories and Partitions Fire Extinguishers Earthwork Bid Item #128 - Amphitheather MEPT $0.00 $125,050.00 $161,300.00 $93,700.00 $27,000.00 $63,930.00 $50,400.00 $3,150.00 $38,035.00 $2,300.00 $5,150.00 $6,200.00 $23,100.00 $0.00 $56,708.63 $0.00 $0.00 AIA DOCUMENT G703 • CONTINUATION SHEET FOR G702 • 1992 EDITION • AIA®• © 1992 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006-5232 G703-1992 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT 1/2" DIA S.S. ROD. W/ 1/2" WEATHERING HEX NUT AND WASHER STEEL SHEET SET W/ HILTI HIT-HY200 WELDED TO 1/2" ADHESIVE W/6" EMBED WEATHERING STEEL IN CONCRETE SPACING i' BASE BACK SIDE @24"MAX EXTENT OF CONCRETE FOOTER NORTH CL' \\ SpiiMIMMEiiMEIM MENIMINIMMEIMIS FRONT SIDE EXTENT OF CIP NOTCH CAP FRONT EDGE FOUNDATION TO RECEIVE RADIUS 32'-0" (BELOW GRADE) METAL SIGN BASE DONOR WALL - PLAN 7"X1/2" WEATHERING STEEL BASE FASTENED TO CIP FOUNDATION CIP CONCR (BELOW) DONOR WALL - SOUTH ELEVATION 1/4" = 16'-6 3/4" 1 %74111141'7 *.w.T. ;. 417 \- 16 '� ., y■ i ter'■L_ C05 iwwwwwwi •ia �;■ti, 1119� tlitill ■■,EN :C; GATEWAY WITH "SPRAY!" SIGNAGE DONOR WALL SIGNAGE GATES NORTH SITE PLAN 1" = 50'-0" 1/2" WEATHERING STEEL SUPPORTS WELDED TO SHEET AND BASE A GATEWAY WITH 'PLAY!" SIGNAGE L DONOR WALL 3D ILLUSTRATION FRONT NOTE: COORDINATE FINAL SILHOUETTE DESIGN WITH OWNER & ARCHITECT DONOR WALL 3D ILLUSTRATION BACK 1/2" WEATHERING STEEL SUPPORTS WELDED TO SHEET AND BASE 9 \� EXTENT OF 3" CONCRETE CAP OVERHANG 4" HIGH X 3/8" DEEP ALUM. DIMENSIONAL LETTERING MOUNTED TO WEATHERING STEEL PANEL WITH STANDOFFS ALUM. DONOR SIGNAGE WITH CUT OUT TEXT MOUNTED TO WEATHERING STEEL PANELS WITH 1" STANDOFFS - FINAL TEXT TBD BY OWNER 1/2" WEATHERING STEEL SHEET WITH SILOUETTE CUTOUTS & PARTIALLY CUT OUT OUTLINES 8" CIP CONCRETE WALL AND CAP WITH STONE LOOK FORMLINER & PT2 - SEE SPEC EXTENT OF CIP FOUNDATION (BELOW GRADE) CONCRETE FOOTER SEE CROSS SECTION FOR REINFORCING GATES PARK SITE SIGNAGE PICNIC SHELTER GABLE SIDE OF ROOF FACES NORTHEAST SPLASHPAD BUILDING 7"X1/2" WEATHERING 1/8" WEATHERING STEEL SHEETS STEEL BASE FASTENED MOUNTED TO BOTH SIDES OF 2X2 TO CIP FOUNDATION WEATHERING STEEL TUBE FRAME. WELD TO WEATHERING STEEL BASE 12'-8" CONCRETE CIP CONCRETE CAP (BELOW) PARK SIGN - PLAN 1/4" = 1'-0" 10 PARK SIGN - EAST ELEVATION 1/4" = 1'-0" 8" CIP CONCRETE POST AND CAP WITH STONE LOOK FORMLINER & PT2 - SEE SPEC T.O.B. 9'-4" 4'-8" NOTCH CAP TO RECEIVE METAL SIGN BASE 1'-8" 8'-11 " 1'-8" 1 • CIP CONCRETE CAP I GATEWAY PLAN 1/4" = 1'-0" 2X6X 1 /4 PAINTED HSS BEAM BOLTED TO POSTS 6" 6" 9'-3" 8" CIP (BELOW) 1/2" DIA S.S. ROD W/ HEX NUT AND WASHER SET W/ HILTI HIT-HY200 ADHESIVE W/6" EMBED IN CONCRETE SPACING @ 24" MAX 1'-0" 1 EXTENT OF CIP EXTENT OF FOUNDATION CONCRETE (BELOW GRADE) FOOTER STEEL TO BE PAINTED PT1 12" HIGH X 3/8" DEEP ALUM. DIMENSIONAL LETTERING MOUNTED TO WEATHERING STEEL PANELS WITH 1" STANDOFFS - BOTH SIDES 1/8" WEATHERING STEEL SHEETS MOUNTED TO BOTH SIDES OF 2X2 WEATHERING STEEL TUBE FRAME - VERTICALS @ 30" O.C. MIN AND FULL PERIMETER. 1/2" DEEP ALUM. LOGO MOUNTED WITH 1" STANDOFFS - BOTH SIDES 8" CIP CONCRETE WALL AND CAP WITH STONE LOOK FORMLINER & PT2 - SEE SPEC EXTENT OF CIP FOUNDATION (BELOW GRADE) CONCRETE FOOTER SEE CROSS SECTION FOR REINFORCING WELDED CAP 3/8" THICK DIMENSIONAL PAINTED HSS SEE LANDSCAPE GRIND LETTERS WELDED TO 2X6 TUBE - 6X6X1/4 POST DRAWINGS FOR 6' FENCE SMOOTH, TYP "SPRAY" @ WEST GATEWAY AND 4' GATE DETAILS "PLAY" @ EAST GATEWAY 10'-1" I OF EXCLAMATION 13 3/8" {c3 3/8" � I �I 1 • i I TYP I, Qo.. I 0.0 IFL Ili iL----J; IL----JI '\ FAIN .LEGIBILITY 1 � 1 � � 1 POINT BY PROVIDING A NARROWER CONNECTION BETWEEN DOT AND LINE, AND PAINTING THIS AREA WHITE. M 13 3/8" I 1 GATEWAY - SOUTH ELEVATION 1/4" = 1'-0" O 1'-10' 3" ) 9" 1/2" WEATHERING STEEL SHEET 1/2" WEATHERING STEEL SUPPORT AND BASE FASTENED TO CIP FOUNDATION CONCRETE CAP WITH DRIP EDGE 1/2" EXPANSION MATERIAL CIP CONCRETE, TYP. #4 @ 16 O.C. VERT EA. FACE #4 @ 12" O.C. HOR. EA FACE CONCRETE FOOTING W/ (5) #5 LONG & (25) #5 SHORT DONOR WALL - SECTION @ CAP 1/2" = )" 3"- En \ 2X2 WEATHERING STEEL TUBE TYP. 1/8" WEATHERING STEEL SHEET BOTH SIDES • 12" "GATES. PARK". LETTERING BOTH SIDES 1/2" WEATHERING STEEL BASE FASTENED TO CIP FOUNDATION CONCRETE CAP WITH DRIP EDGE CIP CONCRETE, TYP. #4 @ 16 O.C. VERT EA. FACE #4 @ 12" O.C. HOR. EA FACE CONCRETE FOOTING W/ (5) #5 LONG & (25) #5 SHORT PARK SIGN - SECTION @ CAP 1/2" =1'-0" BOLT BEAM TO POST WITH 1/2" HOT DIPPED GALVANIZED CARRIAGE BOLTS W/ NUTS & FLAT WASHERS - 2 PER SIDE SEALANT AT CONNECTION BETWEEN POSTS, TYP. 3/4" STEEL PLATE WELDED TO BOTTOM OF POST AND SET IN SEALANT POCKET - FLUSH. 8" CIP CONCRETE POST AND CAP WITH STONE LOOK FORMLINER & PT2 - SEE SPEC SEE LANDSCAPE DRAWINGS FOR 6' FENCE AND 4' GATE DETAILS 1'-8" 1 5/8" 01/2" 1 5/8" —I 1I- III I I I II I II II I I_ DONOR WALL - SECTION 1/2" = 1'-0" PARK SIGN - SECTION 1/2" = 1'-0" T.O.B. Obi 9'-4" 1/2" DIA S.S. ROD W/ HEX NUT AND WASHER SET W/ HILTI HIT-HY200 ADHESIVE W/6" EMBED IN CONCRETE @ EACH CORNER OF STEEL PLATE CIP CONCRETE WITH 8 #6 VERTICAL. #4 TIES @ 12" O.C. DWLS TO MATCH VERTS 1/2" EXPANSION MATERIAL ALL SIDES (3) #4 TIES AT 4" O.C. AT TOP OF PIER (3) #4 TIES AT 8" O.C. FOR REMAINDER (16) #5 BARS, VERTICAL 3" POST TYP. GATEWAY - SECTION 1/2" = 1'-0" 2'-8" X 4'-2" X 1'-0" FOOTING WITH (3) #5 BARS X 3'-8" AND (5) BARS X 2'-4" THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, .#.101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 5 6 7 5/05/2023 9/15/2023 10/13/2023 Description ADDENDUM 05 C04 C05 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title GATES NORTH ARCH SITE PLAN & DETAILS Category Sheet AO.O1 City of Waterloo Contract No. 1076 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT NORTH EXISTING FLOOD WALL FOUNDATION EXTENTS OF STAIN ON SOUTH FACE OF FLOODWALL (RED DASHED LINE) SITE SIGNAGE PLAN - LESTER & E 4TH STREET ALTERNATE 1 1/4" = 1'-0" EXISTING FLOOD WALL UNSTAINED CORNER OF FLOOD WALL (-4" VIF. 20" HIGH X 1/2" DEEP ALUM. DIMENSIONAL LETTERING MOUNTED TO WEATHERING STEEL PANELS WITH 1" STANDOFFS 1/8" WEATHERING STEEL SHEETS MOUNTED TO 2"X2"X1/8" WEATHERING STEEL TUBE FRAME. FASTEN SHEETS AND FRAME TO FLOODWALL WITH REMOVABLE FASTENERS EXISTING EXPANSION JOINT, DO NOT COVER SITE SIGNAGE ELEVATION - LESTER & E 4TH STREET ALTERNATE 1 1/4" = 1'-0" WEATHERING STEEL 2X2 WEATHERING PANEL BEHIND STEEL TUBE, TYP. 3 3'-2"3" III II .1 III III III III III III III SITE SIGNAGE CROSS SECTION ALTERNATE 1 1/4" =1'-0" DARK STAIN EXISTING CONCRETE FLOOD WALL SOUTH FACE ONLY (RED DASHED LINE) NORTH NEW "GATES PARK' SIGNAGE RENOVATE EXISTING RESTROOM 411. :■■■■■■1'i■■■■:■II■■■■■i=U■itaim GATES SOUTH SITE PLAN ALTERNATE 1 1" = 50'-0" TOP OF FLOODWALL BEYOND 3'-8" EXISTING FLOOD WALL STAINED PICNIC SHELTER - GABLE SIDE OF ROOF FACES NORTH 1/2" DEEP ALUM. LOGO MOUNTED WITH 1" STANDOFFS EXISTING FLOOD WALL UNSTAINED EXISTING FLOODWALL 2X2 WEATHERING STEEL TUBE TYP. "GATES PARK" LETTERING REMOVABLE 1/2" DIA HILTI KH-EZ SCREW ANCHOR EMBED IN FLOOD WALL 6" MIN. PROVIDE SS SPACERS BETWEEN 2X2 TUBE AND FLOODWALL TO PROVIDE MIN 1/4" SEPERATION AND TO CORRECT FOR UNEVEN SURFACES. 1/8" WEATHERING STEEL SHEET EXTENTS OF STAIN ON SOUTH FACE OF FLOODWALL (RED DASHED LINE) MAINTAIN 6" CLEARANCE BETWEEN BOTTOM OF PANEL AND GRADE SITE SIGNAGE SECTION ALTERNATE 1 3/4" =1'-0" EXISTING FLOODWALL FOUNDATION TO REMAIN UNSTAINED THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, .#.101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 4 5 4/27/2023 5/05/2023 Description ADDENDUM 04 ADDENDUM 05 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title GATES SOUTH ARCH SITE PLAN & DETAILS Category Sheet A0.02 City of Waterloo Contract No. 1076 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT REAR WALL WI VANITY & TUB TYPE B UNITS REAR WALL W/ VANITY TYPE B UNITS FUTURE GRAB BAR BLOCKING - 24" MIN LENGTH CENTERED ON WATERCLOSET 8" X 12" BLOCKING VANITY REINFORCEMENT) FOR INSTALLATION OF FUTURE SWING UP GRAB BAR MIN TO COUNTERTOP - OVERHANG FACE OF TUB OR SHOWER TOILET @ DWELLING UNITS 1'-6" 2'-9" co z Lu d U z IF VANITY ENCROACHES MIN 60" MIN EDGE OF WALL OR TUB EQ EQ / / 15" -- 18" NOTE: AT "TYPE A" UNITS AND WHERE UNITS ARE REQUIRED TO COMPLY WITH ADAAG-2010 OR THE ILLINOIS ACCESSIBILITY CODE, PROVIDE 18" CLEAR TO EDGE OF VANITY EDGE OF WALL OR VANITY CLEAR FLOOR AREA MUST EXTEND TO 66" FROM THE WALL BEHIND TOILET IF VANITY ENCROACHES ON 60" WIDTH 12" MAX SIDE WALL TYPE B UNITS REAR WALL TYPE A UNITS 18" /\ FACE OF SIDE WALL BEYOND FUTURE GRAB BAR BLOCKING-18" MIN LENGTH WHEN LIMITED SIDE WALL WON'T ALLOW FOR 42" GRAB BAR BLOCKING VANITY (REINFORCEMENT) FOR INSTALLATION OF FUTURE GRAB BAR TYP. NOTE: WHERE SIDE WALL PERMI I S EXCE TION� LONGER GRAB BAR USE MIN TO COUNTERTOP LONGEST POSSIBLE LENGTH , ,� , OVERHANG PER CODE. SIDE WALL TYPE A UNITS FUTURE GRAB BAR- 24" MIN LENGTH CENTERED ON WATERCLOSET / 12" MAX 42" / / DWELLING STANDARD TOILET ROOM MOUNTING HEIGHTS AND CLEARANCES 40" FUTURE VERTICAL GRAB BAR - 18" HEIGHT FUTURE GRAB BAR - 42" MIN LENGTH PERMITTING BLOCKING(REINFOR CEMENT) FOR INSTALLATION OF FUTURE GRAB BAR TYP. SIZE BACK WALL TYPE A & B UNITS TRANSFER TYPE SHOWER 1'-6" /'' 1 I M BLOCKING CONTROL AREA TYPE A UNITS ONLY BLOCKING (REINFORCEMENT) FOR INSTALLATION \ OF FI ITI IRF SPAT TYPE A UNITS ONLY CONTROL WALL TYPE A & B UNITS TRANSFER TYPE SHOWER9• _4" MAX 15" 15" / / MAX MAX zo VANITY -FRONT 36" MIN 24" z Q CO 1- LIGHT FIXTURE MIRROR SHOWER HEAD TYPE B UNITS SHOWER ROD (STRAIGHT) SHOWER ROD (CURVED) BLOCKING REINFORCING STANDARD ROLL IN SHOWER END SHOWER ROD TYPE WALL @ A&B UNITS A UNITS ONLY (NO TRACKS @ SILL) PROVIDE BLOCKING CURB@ 1/2"MAX@ TYPE B UNITS TYPE A UNITS MEDICINE CABINET -SIDE EQ EQ MC RECESSED OR SURFACE MOUNTED GFCI OUTLET 6" MAX SHOWER HEAD TYPE B UNITS TUB SURROUND UNIT OR TILE WHERE INDICATED SHOWER DOOR 6" MAX TYPE B UNITS WITH BLOCKING (OPTIONAL) BLOCKING (REINFORCEMENT) FOR INSTALLATION OF FUTURE GRAB BAR (TYPE A AND B UNITS) TYP. TOILET PAPER HOLDER 36" VANITY MTD TOILET PAPER HOLDER WALL MTD TOILET PAPER HOLDER PROVIDE LOCKING STANDARD ROLL IN SHOWER BACK WALL FUTURE SEAT LOCATION TYPE A UNITS ONLY 48" @ TYPE "A" UNITS TOWEL HANGING HAND-HELD ADJUSTABLE SHOWER HEAD W 48" SLIDE BAR MOUNTING AND 60" MIN HOSE TYPE A UNITS ONLY BLOCKING CONTROL AREA TYPE A UNITS ONLY FF TOWEL SHELF OR TOWEL BAR WC PROVIDE BLOCKING ROBE HOOK 8" / / � PROVIDE g g BLOCKING 1- 1- z z Q m w w co 0 V CO \ \ FF 1/4" =1'-0" TO BE EQUALLY SPACED ON WALL —UNLESS OTHERWISE NOTED E 6" TO EDGE OF WALL/EDGE OF DOOR FRAME UNLESS OTHERWISE NOTED LL 0 w 0 ao 0 DATA OUTLET TO BE EQUALLY SPACED ON WALL UNLESS OTHERWISE NOTED 6" TO EDGE OF WALL/EDGE OF DOOR FRAME UNLESS OTHERWISE NOTED Lu 0 > LL POWER o ABOVE FIRE THERMOSTAT OUTLET COUNTER ALARM & HUMIDITY DEVICE SENSOR **ALL DIMENSION ARE TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE** 6" TO EDGE OF WALL/EDGE OF DOOR FRAME UNLESS OTHERWISE NOTED i —\- H WHERE REQUIRED F \o 1- 0 m LIGHT SWITCH DEVICE MOUNTING HEIGHTS N LL 0 LL 0 LL 0 a 0 1- N FIRE PULL STATION SIGN MOUNTED TO FACE OF WALL PENDANT MOUNTED SIGN CENTERED ON DOORS. COORDINATE LOCATIONS W/ RCP C CO EXIT SIGN HC DOOR CARD OPERATOR READER 42" WHEN STACKED ABOVE A DOOR OPERATOR OR OTHER DEVICE 0 1/4" = 1'-0" DEVICE z 0 J DEVICE z Q DEVICE FF DEVICE ALIGNMENT 1/4" = 1'-0" MISC. FIXTURE/ACCESSORY MOUNTING HEIGHT: MOUNTING HEIGHT AND ACCESSORY NOTES: SHOWER HEAD COAT ROD AND SHELF ELEVATOR CALL BUTTON ROOM SIGNAGE LINEN OR PANTRY W/ FIXED SHELVING SHELF ABOVE WASHER (AND OR) DRYER OUTLET THERMOSTATS LIGHT SWITCHES ADA SIGNAGE 7'-0" TO BOTTOM OF SHOWER HEAD 5'-6" TO TOP OF SHELF 3'-4" AND 6'-8" AT DOUBLE (ADAPTABLE AND HANDICAP) 4'-0" TO TOP OF SHELF AT SINGLE (HCP) 42"AFF TO CENTER 60" AFF TO CENTER OF SIGN @ 4 SHELF = 16", 32", 48", 64" @ 5 SHELF = 14", 28", 42", 56", 70" 58" @ ADAPTABLE UNITS 54" @ HCP (OTHER SHELVING MUST BE PROVIDED W/O REACH OVER LAUNDRY EQUIP) 18" MIN BOTTOM OF DEVICE 48" MAX W/ NO COUNTER OBSTRUCTION 44" MAX IF OVER A COUNTER 48" MAX TOP OF DEVICE 48" MAX AFF 40" TO LESS THAN OR EQUAL TO 70" ABOVE FLOOR TO BASELINE OF CHARACTERS TACTILE CHARACTERS SHALL BE 48" MIN ABOVE THE FLOOR, MEASURED TO THE BASELINE OF THE LOWEST TACTILE CHARACTER AND 60" MAX ABOVE THE FLOOR, MEASURED TO THE BASELINE OF THE HIGHEST TACTILE CHARACTER REFER TO MECHANICAL AND ELECTRICAL DRAWING FOR MOUNTING HEIGHTS OF FIXTURES FURNISHED BE THOSE SECTIONS 1. IF ANY ACCESSORIES ARE MOUNTED ABOVE A COUNTER, THE TOP OF OPERABLE PARTS CAN BE NO HIGHER THAN 3'-8" AFF 2. SURFACE MOUNTED ACCESSORIES THAT PROJECT MORE THAN 4" FROM THE FACE OF THE WALL MUST BE MOUNTED IN AN ALCOVE, OVER A COUNTER, OR WITH THE BOTTOM EDGE NO MORE THAN 2'-3" AFF 3. WHEN MOUNTED NEAR A GRAB BAR, PROVIDE AT LEAST 2" CLEARANCE BETWEEN THE TOP OF AN ACCESSORY AND THE BOTTOM OF THE GRAB BAR OR 1'-0" CLEARANCE BETWEEN THE BOTTOM OF AN ACCESSORY AND THE TOP OF A GRAB BAR. DOES NOT APPLY TO FULLY RECESSED ACCESSORIES. 4. FOR ACCESSORIES NOT INDICATED OR DIFFERING SUBSTANTIALLY FROM THE DIAGRAMS, CONSULT THE ARCHITECT PRIOR TO INSTALLATION OF BLOCKING/ BACKING. 5. PLUMBING FIXTURES SHOWN ARE DIAGRAMMATIC. SEE PLUMBING DOCUMENTS FOR SPECIFICATIONS OF FIXTURE TO BE INSTALLED. 6. VERIFY IF SHOWER/TUB SURROUND IS PROVIDED WITH PROVISIONS FOR GRAB BAR BLOCKING ATTACHMENT. 7. ALL DIMENSIONS ARE TAKEN TO FINISHED SURFACE. 8. UNLESS SPECIFICALLY INDICATED ELSEWHERE IN THE DOCUMENTS AT DWELLING UNITS - SHOWER SEATS, SHOWER SLIDE BARS, AND GRAB BARS DO NOT NEED TO PROVIDED. BLOCKING TO WITHSTAND 250 LBS OF PULLOUT FORCE SHALL BE INSTALLED IN PREPARATION FOR FUTURE INSTALLATIONS. 9. THE FAIR HOUSING ACT REQUIRES ADDITIONAL BLOCKING IN WALLS BEYOND THE STANDARD LOCATIONS OF GRAB BARS IN COMMERCIAL CONSTRUCTION. PROVIDE BLOCKING TO ACCOMMODATE THE FULL RANGE OF MOUNTING POSSIBILITIES. 10. PROVIDE BLOCKING AT ALL BATHS AS SHOWN FOR ALL TUBS, SHOWERS, AND WATERCLOSETS OR USE FULL BACKING TUB/SHOWER SURROUND. 11. ALL BLOCKING TO BE 22 GA SHEET METAL OR WOOD BLOCKING PER GENERAL CONTRACTOR OPTION AND CONSTRUCTION TYPE , TYP. 12. ITEMS FOR WHICH MOUNTING HEIGHTS ARE INDICATED ON THIS SHEET MAY OR MAY NOT BE USED - SEE PROJECT PLANS, SPECIFICATIONS AND INTERIOR ELEVATIONS FOR SPECIFIC PROJECT ITEMS. THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date Description Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title ACCESSIBILITY & TYPICAL MOUNTING HEIGHTS Category Sheet AO.04 City of Waterloo Contract No. 1076 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT FLOOR - CONCRETE SLAB 5" ASSEMBLIES 1 1/2" 1 0 PAINTED CONCRETE MASONRY UNIT: 8"X8"X16" REFER TO STRUCTURAL FOR REINFORCEMENT REQUIREMENTS O8" MASONRY WALL NATURAL 8" MASONRY WALL DARK GREY WALL TYPES CONCRETE SLAB ON GRADE, REFER TO STRUCTURAL VAPOR RETARDER COMPACTED FILL O8" CONCRETE WALL WOOD RAFTER WITH ASPHALT SHINGLES CAST -IN -PLACE CONCR REFER TO STRUCTURA FOR REINFORCEMENT REQUIREMENTS ASPHALT SHINGLES, COLOR BLACK 5/8" PLYWOOD SHEATHING 2X RAFTER, REFER TO STRUCTURAL INV_ROOF - T&G 2x6, Densdeck, EPDM EPDM DENSDECK PLYWOOD SHEATHING 2X6 TONGUE & GROOVE E U O 2X4, OR DOUBLED UP 2X6 TRUSSES @ TRUSS LOCATIONS 5/8" PLYWOOD SHEATHING c- O 2X4, 0: ! U:LED UP TRUSSES @ TRUSS LOCATIONS NOT USED OSOLID STUD WALL - PLYWOOD 2X4 1X4 PINE PLANKING W/ 1/2" BUG SCR k ' IAL 2X4 OVENTED STUD WALL - PINE • 2X4 WOOD BLOCKING, SHIM ' PLYWOOD SHEATHING SOLID METAL PANEL WOOD BLOCKING, SHIM 2X4 U O NOT USED OSOLID STUD WALL - METAL & WOOD WOOD BLOCKING, SHIM 1X4 PINE PLANKING W/ 1/2" GAP BUG SCREENING MATERIAL PERFORATED METAL PANEL WOOD BLOCKING, SHIM 2X4 VENTED STUD WALL - METAL C05 C05 1 1 " = 1'-I" RO . 1 CK - VARIES TOP OF BLOCK / CONCRETE (T.O.B.) } FIRST FLOOR NOT USED WALL CONFIGURATIONS ♦hk r • • 2X4 FRAMING OR DOUBLED UP 2X6 TRUSSES @ TRUSS LOCATIONS co 1/4" TRANSLUCENT NELS 4 ^_d CL N \ w SEE STRUCT i i or vsr It LIMENI co w SEE STRUCTURAL 1/2" 4 • • • Q me • • Q • ROOF DECK - VARIES T.O.B. +2'-0" TOP OF BLOCK / CONCRETE (T.O.B.) co w J Ct SEE STRUCT FIRST FLOOR 1 1 /2" = 1'-0" ACCEPTABLE ALL EXPOSED CONDUIT & PIPING TO PENETRATE WALL PERPENDICULAR TO FINISH SURFACE, TYP. (FIRE CAULK AS REQUIRED TO MAINTAIN APPLICABLE RATING) SECTION DETAIL AT WALL PENETRATIONS 1 1 /2" = 1'-0" TYP. SEALANT JOINT 6" = 1'-0" NOT ACCEPTABLE NOT ACCEPTABLE j, ACCEPTABLE ACCEPTABLE ISOMETRIC VIEW ELEVATION VIEW CONTROL JOINT DETAILS 1 1 /2" = 1'-0" BACKER ROD SEALANT FACE OF SURFACE CONTROL JOINT DOOR FRAME / OPENING ALIGN TOP OF CONTROL JOINT WITH TOP OF FRAME / OUTSIDE EDGE OF CONTROL JOINT WITH OUTSIDE EDGE OF FRAME THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 6 7 9/15/2023 10/13/2023 Description C04 C05 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title WALL TYPES, ASSEMBLIES, DETAILS Category Sheet AO.05 City of Waterloo Contract No. 1076 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT DOOR SCHEDULE MARK ROOM NAME DESCRIPTION DOORS FRAME COMMENTS a 1 _ 1— HEIGHT MATERIAL _ - Li a 1 = 1— HEIGHT MATERIAL _ - 100.1 RESTROOM SINGLE A 3'-0" 7'-2" GHM PT1 1 3'-4" 7'-4" GHM PT1 101.1 RESTROOM SINGLE A 3'-0" 7'-2" GHM PT1 1 3'-4" 7'-4" GHM PT1 102.1 RESTROOM SINGLE A 3'-0" 7'-2" GHM PT1 1 3'-4" 7'-4" GHM PT1 103.1 STORAGE SINGLE A 3'-0" 7'-2" GHM PT1 1 3'-4" 7'-4" GHM PT1 104.1 PUMP ROOM SINGLE A 4'-4" 7'-2" FG PT1 1 4'-8" 7'-4" FG PT1 104.2 CHEM CLO. SINGLE A 3'-0" 7'-2" FG PT1 1 3'-4" 7'-4" FG PT1 104.3 CHEM CLO. SINGLE A 3'-0" 7'-2" FG PT1 1 3'-4" 7'-4" FG PT1 105.1 RESTROOM SINGLE A 3'-0" 7'-2" GHM PT1 1 3'-4" 7'-4" GHM PT1 106.1 RESTROOM SINGLE A 3'-0" 7'-2" GHM PT1 1 3'-4" 7'-4" GHM PT1 107.1 RESTROOM SINGLE A 3'-0" 7'-2" GHM PT1 1 3'-4" 7'-4" GHM PT1 125.1 MEN'S RESTROOM SINGLE A 3'-0" 7'-2" GHM PT1 1 3'-4" 7'-4" GHM PT1 126.1 WOMEN'S RESTROOM SINGLE A 3'-0" 7'-2" GHM PT1 1 3'-4" 7'-4" GHM PT1 127.1 MECH/STORAGE SINGLE A 3'-0" 7'-2" GHM PT1 1 3'-4" 7'-4" GHM PT1 128.1 STORAGE SINGLE A 4'-4" 7'-2" GHM PT1 1 4'-8" 7'-4" GHM PT1 131.1 MENS SINGLE A 3'-0" 7'-2" GHM PT1 1 3'-4" 7'-4" GHM PT1 132.1 MECH. CHASE SINGLE A 2'-8" 7'-2" GHM PT1 1 3'-0" 7'-4" GHM PT1 133.1 WOMENS SINGLE A 3'-0" 7'-2" GHM PT1 1 3'-4" 7'-4" GHM PT1 SEE FLOOR PLANS FOR WALL TYPES HM DOOR FRAME 2 TYP. HOLLOW METAL DOOR JAMB 1 1 /2 = 1 -0 C.M.U., FILL CELLS W/ GROUT @ FRAME LOCATIONS, SEE STRUCT., PAINT WHERE SCHED. CONTINUOUS SEALANT JOINT (TYP.), BOTH SIDES H.M. FRAME W/ JAMB ANCHORS, GROUT SOLID ALTERNATE WALL LOCATIONS C.M.U., PAINT WHERE SCHED. BOND BEAM OR GALVANIZED STEEL LINTEL, SEE STRUCTURAL, PAINT CONTINUOUS SEALANT JOINT (TYP.), BOTH SIDES H.M. FRAME, GROUT SOLID r I: I L-J C.M.U., FILL CELLS W/ GROUT @ FRAME LOCATIONS, SEE STRUCT., PAINT WHERE SCHED. H.M. FRAME W/ JAMB ANCHORS, GROUT SOLID CONTINUOUS SEALANT JOINT (TYP.), BOTH SIDES BULLNOSE ALL OUTSIDE CORNERS NOT INDICATED TO RECEIVE CORNER GUARDS (TYP.) ALTERNATE WALL LOCATIONS H.M. FRAME @ C.M.U. 1 1 /2" = 1'-0" AS SCHED 2" 0 w 0 2" 0 w 0 Cn Cn AS SCHED • 2" 2„� 1 2 LEGEND - FRAME TYPE 0 w 0 N N AS SCHED 1" 1" 3 1/4" =1'-0" AS SCHED 0 w _ 0 CO CO 2'-0" 0 w _ 0 CO CO 0 w 0 A E z 0 z ( 6 N = co M 9" MIN FOR SIGN ,A / / SIGNAGE CARD READER HC OPERATOR TYPICAL AREA FOR DOOR HARDWARE 36" MIN TO 48 MAX SEE SPEC FOR LOCATION DOOR HARDWARE AND DEVICE ELEVATION 1/4" = 1'-0" AS SCHED 10 N 0 w _ 0 B AS SCHED • 13" 10" 13" F 0 w _ 0 LEGEND - DOOR ELEVATIONS C AS SCHED G 0 w _ 0 AS SCHED 28" 4 D AS SCHED H 1/4" =1'-0" GENERAL DOOR AND FRAME NOTES: 1. GC TO COORDINATE PLAN OPENING WIDTH DIMENSIONS W/ SCHEDULE. 2. ALL HOLLOW METAL DOORS, DOOR FRAMES, & WINDOW FRAMES TO BE PAINTED UNLESS NOTED OTHERWISE. 3. ALL DOORS ARE TO BE 1 3/4" THICK UNLESS OTHERWISE NOTED OR SCHEDULED. 4. DOORS NEXT TO WALLS, NOT LOCATED BY DIMENSION ON PLANS OR DETAILS SHALL BE INSTALLED SUCH THAT THE DOOR, WHEN IN THE FULL OPEN POSITION AGAINST WALL STOP, IS PARALLEL TO ADJACENT WALL. COORDINATE WITH DOOR HARDWARE. 5. HM FRAMES TO BE PROVIDED FULL DEPTH OF WALL ASSEMBLY UNLESS NOTED OTHERWISE. THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 1 4/14/2023 Description ADDENDUM 01 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title OPENING SCHEDULES AND ELEVATIONS Category Sheet A0.06 City of Waterloo Contract No. 1076 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT rJ C�) NORTH 13'-8 5/8" ESTROOM 107 3 TYP . J (09> 3 7/8"- 2'-0" 5'-3 5/8" II / 1 o 1 MIRR A6.01 2 MIRR ESTROOM 3 MIRR o 04 o 1 106 A ,� A6.01 2 1 RESTROOM l 105 io EQ TYP EQ 1 1 4 A7.11 A7.11 rr II o irrilieY e 9lie 6'-0" 4'-9 3/8" o 4'-9 3/8" 7 4 4 4'-9 3/8" • PUMP ROOM 104 4 13'-8 5/8" RESTROOM 100 2 MIRR 3 MIRR 1 MIRR q v 3 7/8" 1 2'-0" 100.1 in, of I" 03> 2 A6.01 SIM 3SIM RESTROOM g o I 101 I I I 1 3'-113/4" 4'-0 5/8" L 3'-4" L 4'-8 1 /4" C1 I 0101 l o -a.V RESTROOM 0 1 3 MIRR 102 2 A6.01 MIRR v 0 1 MIRR 11 THH r 104.3 CHEM CLO. 104 y 104.2 4'-8" 34'-0" HEM C 104A 2 4'-9 3/8" / STORAGE 103 4'-9 3/8" 15 0 4'-9 3/8" d. 101.1 102.1 103.1 3 05 /-3 7/8" SPLASH PAD BUILDING - FLOOR PLAN 1/4" = 1'-0" 2'-0" ♦ ♦ g 9 CV M 9 (V 0 9 co ti v\ \ 0 CV GENERAL FLOOR PLAN NOTES: 1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS, OTHER DISCIPLINES AND SPECIFICATIONS. 2. ALL SITE INFO, FIXTURES AND EQUIPMENT SHOWN ON THIS SHEET ARE PROVIDED FOR COORDINATION PURPOSES ONLY. THE LAYOUT IS CONSIDERED CONCEPTUAL. REFER TO CIVIL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE SPRINKLER, LIFE -SAFETY, ETC. DOCUMENTS FOR SPECIFIC DESIGN INFORMATION. 3. ALL CONDUITS AND PIPES SHOULD BE HELD AS TIGHT AS POSSIBLE TO THE ROOF OR FLOOR DECK ABOVE. NOTHING SHALL BE BELOW THE BOTTOM EDGE OF THE STRUCTURE UNLESS PRIOR APPROVAL IS GRANTED BY THE ARCHITECT OR OWNER. ABSOLUTELY NO OBSTRUCTIONS SHALL PREVENT A FINISHED CEILING HEIGHT NOTED ON THE DRAWINGS IN THOSE AREAS RECEIVING CEILING TREATMENT. PLACEMENT COORDINATION BETWEEN TRADES IS REQUIRED. 4. CAULK & SEAL ALL CONTROL -EXPANSION, SAWCUT JOINTS AT ALL INTERIOR & EXTERIOR MASONRY & CONCRETE. PROVIDE CONSTRUCTION AND CONTROL JOINTS IN CONCRETE SLABS ON GRADE AS SHOWN OR DETAILED ON STRUCTURAL DRAWINGS, IF NOT SHOWN, PROVIDE JOINTING PLAN. 5. ALL EXPOSED STEEL TO BE FINISHED WITH HIGH PERFORMANCE PAINT. REFER TO FINISH SCHEDULE (A7.11) FOR COLOR. REFER TO SPECIFICATION MANUAL FOR HIGH PERFORMANCE CRITERIA. WALL LEGEND: EXISTING WALL NEW WALL CONSTRUCTION OKEYNOTES Keynote Text 03 URINAL TO BE OUTSIDE OF 5'-0" TOILET CLEARANCE. 04 OPENING IN COUNTER FOR TRASH. 05 DRINKING FOUNTAIN WITH BOTTLE FILLER. - CONTRACTOR FURNISHED & INSTALLED. 09 ROOF OVERHANG ABOVE 12 METAL TUBING COUNTER SUPPORT, REFER TO DETAILS. 15 FIRST AID KIT - OWNER FURNISHED & CONTRACTOR INSTALLED. THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 6 9/15/2023 Description C04 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title SPLASH PAD BUILDING - FLOOR PLAN Category Sheet A1.10 City of Waterloo Contract No. 1076 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT 0 NORTH C05 SPLASH PAD BUILDING - ROOF PLAN 1/4" = 1'-0" C05 GENERAL ROOF PLAN NOTES: 1. ARROWS ON THE PLAN INDICATE DIRECTION OF DRAINAGE OF THE SLOPED STRUCTURE 2. DETAIL REFERENCES NOTED AS "TYPICAL" ON THE PLAN ENCOMPASS ALL SIMILAR LOCATIONS ON THE PROJECT UNLESS NOTED OTHERWISE. 3. ICE AND WATER SHIELD MEMBRANE UNDERLAYMENT REQUIRED FROM EAVE'S EDGE TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. 4. OVERSIZED GUTTERS AND/OR DOWNSPOUTS SHOULD BE PROVIDED TO ELIMINATE ANY OVERFLOW OR BACKUP. 5. FINAL PIPE PENETRATIONS THROUGH THE ROOF ARE TO BE COOORDINATED WITH THE ARCHITET PRIOR TO INSTALLATION. PENETRATIONS ARE TO BE ORGANIZED. 0 KEYNOTES Keynote Text R01 ASPHALT SHINGLED ROOF - COLOR TO BE BLACK R03 5" BOX GUTTER AND 3"X4" OPEN FACE DOWNSPOUT, PAINTED TO MATCH FACIA. R04 FACIA, PAINT TO MATCH DARK BRONZE METAL FLASHING R05 RIDGE VENT - REFER TO MEPT R06 ROOF VENT - REFER TO MEPT THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 6 7 9/15/2023 10/13/2023 Description C04 C05 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title SPLASH PAD BUILDING - ROOF PLAN Category Sheet A1.11 City of Waterloo Contract No. 1076 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT SPLASH PAD BUILDING - REFLECTED CEILING PLAN 1/4" = 1'-0" NORTH C05 CEILING LEGEND: SCONCE LIGHTING LINEAR LIGHT FULL HEIGHT WALL PARTIAL HEIGHT WALL GENERAL CEILING NOTES: 1. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL FOR ADDITIONAL INFORMATION. 2. REFER TO FLOOR PLANS FOR WALL TYPES AND WALL LOCATIONS . 3. SEE INTERIOR ELEVATIONS / SECTIONS / DETAILS FOR ADDITIONAL INFORMATION ON FINISHED SOFFIT, BULKHEAD, CEILING, ETC. WHERE NOT INDICATED ON REFLECTED CEILING PLAN. 4. CEILING HEIGHT VARIES BASED ON SLOPED ROOF STRUCTURE. 5. ALL STEEL TO BE FINISHED WITH HIGH PERFORMANCE PAINT. REFER TO FINISH SCHEDULE (A7.11) FOR COLOR. REFER TO SPECIFICATION MANUAL HIGH PERFORMANCE CRITERIA. CO2 EXPOSED ROOF STRUCTURE CO3 5" BOX GUTTER, PAINTED TO MATCH FACIA. C05 3"x4" OPEN FACE DOWNSPOUT. PAINTED TO MATCH FACIA. C07 LIGHT FIXTURE - REFER TO MEPT C08 VENTED SOFFIT C09 2X6 FACIA, PAINT TO MATCH DARK BRONZE C15 1/2" PLYWOOD CEILING, PAINT C16 VENT FAN - REFER TO MEPT THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 6 7 9/15/2023 10/13/2023 Description C04 CO5 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title SPLASH PAD BUILDING - REFLECTED CEILING PLAN Category Sheet A1.12 City of Waterloo Contract No. 1076 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT 8" CIP CONCRETE - PT1 8" CIP CONCRETE - PT1 0 0 rn 2'-0". 4" 8" 8" CMU PT1 ASPHALT SHINGLES, BLACK ROOF VENT - REFER TO MEPT 11'-10 3/4" 2 • • 4'-0" jr 3'-4" jr • 8'-8" SPLASH PAD BUILDING - WEST ELEVATION 1/4" = 1'-0" 8" 1 OPEN FACE DOWNSPOUT FINISHING IN ZURN BOOT 4'-0" 12'-0 3/4" i=E) 3-4" FIRST AID KIT 8" CMU 24"x24" LOUVER PT2 IN DOOR 8'-8" RIDGE VENT - ROOF VENT - REFER TO MEPT O REFER TO MEPT ■==.1===1 1=====__ I im mWa viErm••••=.1 E.• �•�1�� mm—mm. niw — m mm.immm 3'-4" jr 8'-8" SPLASH PAD BUILDING - EAST ELEVATION 1/4" = 1'-0" 24" TALL ALUMINUM LETTERS ON STAND OFF 3-4" 8'-8" 8" CAST -IN -PLACE CONCRETE WALL W/ VERTICLE & HORIZONTAL FORM JOINTS, PAINT PT1 SPLASH PAD BUILDING - SOUTH ELEVATION 1/4" = 1'-0" GALVANIZED HOLLOW METAL DOOR & FRAME W/ STAINLESS STEEL 60'-8" HARDWARE - PT1 TYPO 12'-0 3/4" 3'-4" 3'-4" / / u 8'-8" 8'-8" RIDGE VENT - REFER TO MEPT 12'-0 3/4" 3'-4" jr jr jr OPEN FACE DOWNSPOUT FINISHING IN ZURN BOOT DRINKING FOUNTAIN SEE MEPT 1ST FLOOR O 0'-o" DRINKING FOUNTAIN 8'-8" 8'-8" OPEN FACE DOWNSPOUT FINISHING IN ZURN BOOT DRINKING FOUNTAIN SEE MEPT FIBERGLASS DOOR & FRAME - PT1 TYP. E L OPEN FACE DOWNSPOUT FINISHING IN ZURN BOOT 11'-10 7/8" 4'-8" jr 3'-4" • / 2'-8" 4'-0" 8" 2'-0" 4" 8" GUTTER — 8" CIP CONCRETE - PT1 8" CIP CONCRETE - PT1 T.O.B. 9'-4" 1ST FLOOR obk 0'-0" 1ST FLOOR 0'-0"\... 8" CAST -IN -PLACE CONCRETE WALL W/ VERTICLE & HORIZONTAL FORM JOINTS, PAINT PT1 SPLASH PAD BUILDING - NORTH ELEVATION C05 C05 GENERAL ELEVATION NOTES: 1. SEE ARCHITECTURAL FLOOR PLANS FOR WALL TYPES, DOOR NUMBERS, AND DIMENSIONS. 2. PLACEMENT OF WALL MOUNTED ITEMS (FIRE STROBE, DOOR OPERATOR BUTTON, WALL HYDRANTS, ETC) ARE DIMENSIONED TO CENTERLINE OF ITEM. 3. HATCHED AREA IS FOR REFERENCE ONLY. 4. ANY RETURNS OR BLIND ELEVATIONS NOT SHOWN SHALL BE SIMILAR IN MATERIAL AND MAKEUP TO ADJACENT CONDITIONS OR OTHER SIMILAR CONDITIONS. 5. CAST -IN -PLACE CONCRETE WALL TO BE FORMED WITH VERTICAL BOARD AND BATTEN FORM LINER. FORM TIES ARE TO BE CONE STYLE TIES AND PATCHED. PROVIDE CONCRETE FORM COORDINATION DRAWINGS FOR REVIEW. CONCRETE TO BE STAINED DARK GREY. . 6. ALL EXPOSED STEEL IS TO BE FINISHED WITH A HIGH PERFORMANCE COATING. REFER TO FINISH SCHEDULE (A7.11) FOR COLOR. REFER TO SPECIFICATION MANUAL HIGH PERFORMANCE CRITERIA. Ll DRINKING FOUNTAIN SEE MEPT C05 1ST FLOOR 0'-0" 'Jr 1/4" = 1'-0" THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, .#.101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 6 7 9/15/2023 10/13/2023 Description C04 C05 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title SPLASH PAD BUILDING — EXTERIOR ELEVATIONS Category Sheet A1.21 City of Waterloo Contract No. 1076 GENERAL FLOOR PLAN NOTES: 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT 14'-8" 8'-8" 8'-8" 0 6/01) K09) W 0 J SLOPED SIDEWALK 121 STAGE 120 1,750 SF 48'-0" C05 C05 C05 01) 14'-8" 8'-8" 8'-8" 0) ti N 4" FALL FROM BACK OF STAGE TO FRONT OF STAGE 8" / / 5'-6" AMPHITHEATER - FLOOR PLAN 1/4" = 1'-0" PLAN NORTH L 8'-6" 44'-6" 5'-6" 1 0 M 8" / / 1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS, OTHER DISCIPLINES AND SPECIFICATIONS. 2. ALL SITE INFO, FIXTURES AND EQUIPMENT SHOWN ON THIS SHEET ARE PROVIDED FOR COORDINATION PURPOSES ONLY. THE LAYOUT IS CONSIDERED CONCEPTUAL. REFER TO CIVIL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE SPRINKLER, LIFE -SAFETY, ETC. DOCUMENTS FOR SPECIFIC DESIGN INFORMATION. 3. ALL CONDUITS AND PIPES SHOULD BE HELD AS TIGHT AS POSSIBLE TO THE ROOF OR FLOOR DECK ABOVE. NOTHING SHALL BE BELOW THE BOTTOM EDGE OF THE STRUCTURE UNLESS PRIOR APPROVAL IS GRANTED BY THE ARCHITECT OR OWNER. ABSOLUTELY NO OBSTRUCTIONS SHALL PREVENT A FINISHED CEILING HEIGHT NOTED ON THE DRAWINGS IN THOSE AREAS RECEIVING CEILING TREATMENT. PLACEMENT COORDINATION BETWEEN TRADES IS REQUIRED. 4. CAULK & SEAL ALL CONTROL -EXPANSION, SAWCUT JOINTS AT ALL INTERIOR & EXTERIOR MASONRY & CONCRETE. PROVIDE CONSTRUCTION AND CONTROL JOINTS IN CONCRETE SLABS ON GRADE AS SHOWN OR DETAILED ON STRUCTURAL DRAWINGS, IF NOT SHOWN, PROVIDE JOINTING PLAN. 5. ALL EXPOSED STEEL TO BE FINISHED WITH HIGH PERFORMANCE PAINT. REFER TO FINISH SCHEDULE (A7.11) FOR COLOR. REFER TO SPECIFICATION MANUAL FOR HIGH PERFORMANCE CRITERIA. WALL LEGEND: EXISTING WALL NEW WALL CONSTRUCTION 0 KEYNOTES Keynote Text 01 STRUCTURAL COLUMN, PAINT, PT1. 02 1 1/2" OUTSIDE DIAMETER STAINLESS STEEL HANDRAIL, SET IN 4" DEEP SLEEVE, TYP. BOTH SIDES. 09 ROOF OVERHANG ABOVE 1 1/4" OUTSIDE DIAMETER STAINLESS STEEL HANDRAILS, SET IN 4" DEEP SLEEVE, TYP. BOTH SIDES 1'-0" 2'-9" 11" / MIN. 3 TREADS @ 11" EACH MIN. STAIR DETAIL 1/2" =1'-0" 3'-8" HEAVY DUTY METAL NOSING CAST INTO CONCRETE. FINISH TO MATCH FASCIA GRIND PROTECTION DETAIL 1/2" = 1'-0" STAGE HEIGHT O 2'-4" co r W J 0 GRADE O -0" STAGE HEIGHT AL 2'-4" GRADE 0'-0" THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 7 10/13/2023 Description C05 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title AMPHITHEATER - FLOOR PLAN Category Sheet A2.10 City of Waterloo Contract No. 1076 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT O9 10 O AMPHITHEATER - ROOF PLAN 1/4" = 1'-0" NORTH 6'-2" 36'-0" 6'-2" C05 GENERAL ROOF PLAN NOTES: 1. ARROWS ON THE PLAN INDICATE DIRECTION OF DRAINAGE OF THE SLOPED STRUCTURE 2. DETAIL REFERENCES NOTED AS "TYPICAL" ON THE PLAN ENCOMPASS ALL SIMILAR LOCATIONS ON THE PROJECT UNLESS NOTED OTHERWISE. 3. ICE AND WATER SHIELD MEMBRANE UNDERLAYMENT REQUIRED FROM EAVE'S EDGE TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. 4. OVERSIZED GUTTERS AND/OR DOWNSPOUTS SHOULD BE PROVIDED TO ELIMINATE ANY OVERFLOW OR BACKUP. 5. FINAL PIPE PENETRATIONS THROUGH THE ROOF ARE TO BE COOORDINATED WITH THE ARCHITET PRIOR TO INSTALLATION. PENETRATIONS ARE TO BE ORGANIZED. OKEYNOTES Keynote Text EPDM MEMBRANE ROOF TO BE BLACK. SNOW CLEAT, AS NEEDED. h2 4 FACIA, PAINT TO MATCH DARK BRONZE METAL FLASHING THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 7 10/13/2023 Description C05 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title AMPHITHEATER - ROOF PLAN Category Sheet A2.11 City of Waterloo Contract No. 1076 C05 CEILING LEGEND: 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS © COPYRIGHT Eill NORTH 14'-8" 8'-6" cD1 O 0 CV 0 CV 1 1/2", 6'-2" 11 12 12' 0" 12'-0" 48'-4" 6'-2" (CO2> 12'-0" 14'-8" 6'-2" 6'-2" 8'-6" �\1 I In I I 11111111 MMMM 111111 AMMM tWWW 11 AMMMM 11111111 111 MMM tWWW 11111111 MMMM XMMM 11111111 111 MMM tWWW 11111111 MMMM 11111111 111 MMM tWWW 1,1 AMPHITHEATER - REFLECTED CEILING PLAN 1 /4" = 1'-0" N N tWWWWWW 11111111111111 ISTIM T`, 4 111111111111111 MMMMMMM WWWMMMW \1 tWWWWV MMMMMM WWWWWV MMMMMM WMWMMMV 1111111111 MMMMM 111111111111 WMWMMMV 1111111111 MMMMM 1 MMMMM WWWWWV 1l CI Q 1 1/2" (C09> cio) SCONCE LIGHTING LINEAR LIGHT FULL HEIGHT WALL PARTIAL HEIGHT WALL GENERAL CEILING NOTES: 1. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL FOR ADDITIONAL INFORMATION. 2. REFER TO FLOOR PLANS FOR WALL TYPES AND WALL LOCATIONS . 3. SEE INTERIOR ELEVATIONS / SECTIONS / DETAILS FOR ADDITIONAL INFORMATION ON FINISHED SOFFIT, BULKHEAD, CEILING, ETC. WHERE NOT INDICATED ON REFLECTED CEILING PLAN. 4. CEILING HEIGHT VARIES BASED ON SLOPED ROOF STRUCTURE. 5. ALL STEEL TO BE FINISHED WITH HIGH PERFORMANCE PAINT. REFER TO FINISH SCHEDULE (A7.11) FOR COLOR. REFER TO SPECIFICATION MANUAL HIGH PERFORMANCE CRITERIA. OKEYNOTES Keynote Text C09 2X6 FACIA, PAINT TO MATCH DARK BRONZE C10 STRUCTURAL STEEL, REFER TO STRUCTURAL. PAINT TO MATCH DARK BRONZE, PT1 C11 2X6 TONGUE & GROOVE DECKING C05 THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 7 10/13/2023 Description C05 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title AMPHITHEATER - REFLECTED CEILING PLAN Category Sheet A2.12 City of Waterloo Contract No. 1076 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT STAINLESS HANDRAIL • ROOF AMP ILI 13'-0" • STAGE HEIGHT ILI 2'-4" • GRADE ILI 0'-0" 14'-8" EXPOSED 2X6 T&G DECKING AMPHITHEATER - SOUTH ELEVATION 1/4" = 1'-0" STAINLESS HANDRAIL OROOF AMP 13'-0" OSTAGE HEIGHT 2'-4" OGRADE 0'-0" 8" CMU, PT2 W/ STONE CAP REMOVED LASTED DECORATIVE EL SANDBLAST ED FILL AND DEEPER E - FI GN TO BE DINATED WITH ARCHITECT & 0 1 14'-8" 8'-6" co q GALVANIZED STEEL PRE -FINISHED FACIA TO COLUMN, PAINT, PT1 MATCH DARK BRONZE PT1 24" HIGH ALUMINUM LETTERS ON STAND OFF 12'-0" REMOVED TED DECORATIVE ELEMENT. T SHALLOW A DEEPER AT OUTLIN5SIGN TO NATED WITH ARCHITECT & OWNER 12'-0" ' ' 12'-0" 8"CMU,PT2W/ STONE CAP C05 12'-0" 8" CMU, PT2 W/ STONE CAP EPDM ROOF PRE -FINISHED FACIA TO MATCH DARK BRONZE 12'-0" 48'-4" g SKATEBOARD GRIND PROTECTION STAINLESS HANDRAIL 14'-8" STAINLESS HANDRAIL CAST -IN -PLACE CONCRETE KNEE WALL WITH VERTICAL FORM JOINTS, PAINT PT1 1 8" 8 AMPHITHEATER - NORTH ELEVATION 1/4" = 1'-0" CAST -IN -PLACE CONCRETE KNEE WALL WITH VERTICAL FORM JOINTS, PAINT PT1 45'-4" AROOF AMP 13'-0" OSTAGE HEIGHT 2'-4" OGRADE 0'-0" 1' 4"Jr / 4'-0" 8'-4" / AMPHITHEATER - WEST ELEVATION 1/4" = 1'-0" 8'-6" PRE -FINISHED FACIA TO GALVANIZED STEEL MATCH DARK BRONZE PT1 COLUMN, PAINT, PT1 4'-0" 4'-0" / OROOF AMP 13'-0" eSTAGE HEIGHT 2'-4" GRADE 0'-0" i 8'-4" 4'-0" 4'-0" 4'-0" GALVANIZED STEEL PRE -FINISHED FACIA TO O COLUMN, PAINT, PT1 MATCH DARK BRONZE PT1 45'-4" AMPHITHEATER - EAST ELEVATION 1/4" = 1'-0" 24'-8" 4'-0" GENERAL ELEVATION NOTES: 1. SEE ARCHITECTURAL FLOOR PLANS FOR WALL TYPES, DOOR NUMBERS, AND DIMENSIONS. 2. PLACEMENT OF WALL MOUNTED ITEMS (FIRE STROBE, DOOR OPERATOR BUTTON, WALL HYDRANTS, ETC) ARE DIMENSIONED TO CENTERLINE OF ITEM. 3. HATCHED AREA IS FOR REFERENCE ONLY. 4. ANY RETURNS OR BLIND ELEVATIONS NOT SHOWN SHALL BE SIMILAR IN MATERIAL AND MAKEUP TO ADJACENT CONDITIONS OR OTHER SIMILAR CONDITIONS. 5. CAST -IN -PLACE CONCRETE WALL TO BE FORMED WITH VERTICAL BOARD AND BATTEN FORM LINER. FORM TIES ARE TO BE CONE STYLE TIES AND PATCHED. PROVIDE CONCRETE FORM COORDINATION DRAWINGS FOR REVIEW. CONCRETE TO BE STAINED DARK GREY. 6. ALL EXPOSED STEEL IS TO BE FINISHED WITH A HIGH PERFORMANCE COATING. REFER TO FINISH SCHEDULE (A7.11) FOR COLOR. REFER TO SPECIFICATION MANUAL HIGH PERFORMANCE CRITERIA. CAST -IN -PLACE CONCRETE KNEE WALL WITH VERTICAL FORM JOINTS, PAINT PT1 4'-0" 2' 0" 8" CMU, PT2 W/ STONE CAP 8'-4" THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, .#.101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 7 10/13/2023 Description C05 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title AMPHITHEATER - EXTERIOR ELEVATIONS Category Sheet A2.21 City of Waterloo Contract No. 1076 GENERAL FLOOR PLAN NOTES: 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT c co M ♦ \% 18 A3.20 1 32'-81 /2" 20 10 41 /4" C05 / / 4'-6 5/8" 4'-6 5/8" 0 9 / 4'-6 5/8" 32'-0" 4'-8" 4'-6 5/8" / 4'-6 5/8" 4'-6 5/8" 10 41 /4" /y / C05 17n o) co M ti co co ♦ c C ♦ 128.1 METAL TUBING COUNTER SUPPORT, REFER TO DETA,LS C05 1 4 NORTH G u-I C3 uJ ♦ / 13'-8" STORAGE A 128 114 SF A Aik Mr 9'-9" AMPHITHEATER RESTROOM - FLOOR PLAN 1/4" = 1'-0" 1- t� 0 M (9 05 M '-0 3/8" 0 M 17'-0" r X XXXX XX-XX O 17'-8 3/8" MECH/ ORAGE 17 22 SF C t 13'-1 3/4" 3 A3.20 6 13'-8" WOMEN'S RESTROOM 126 298 SF 5'-0" / 126.1 • 9'-9" 0 Zvi C05 X 127.1 ♦ C3 uJ 2'-2" 0 ♦ 2 1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS, OTHER DISCIPLINES AND SPECIFICATIONS. 2. ALL SITE INFO, FIXTURES AND EQUIPMENT SHOWN ON THIS SHEET ARE PROVIDED FOR COORDINATION PURPOSES ONLY. THE LAYOUT IS CONSIDERED CONCEPTUAL. REFER TO CIVIL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE SPRINKLER, LIFE -SAFETY, ETC. DOCUMENTS FOR SPECIFIC DESIGN INFORMATION. 3. ALL CONDUITS AND PIPES SHOULD BE HELD AS TIGHT AS POSSIBLE TO THE ROOF OR FLOOR DECK ABOVE. NOTHING SHALL BE BELOW THE BOTTOM EDGE OF THE STRUCTURE UNLESS PRIOR APPROVAL IS GRANTED BY THE ARCHITECT OR OWNER. ABSOLUTELY NO OBSTRUCTIONS SHALL PREVENT A FINISHED CEILING HEIGHT NOTED ON THE DRAWINGS IN THOSE AREAS RECEIVING CEILING TREATMENT. PLACEMENT COORDINATION BETWEEN TRADES IS REQUIRED. 4. CAULK & SEAL ALL CONTROL -EXPANSION, SAWCUT JOINTS AT ALL INTERIOR & EXTERIOR MASONRY & CONCRETE. PROVIDE CONSTRUCTION AND CONTROL JOINTS IN CONCRETE SLABS ON GRADE AS SHOWN OR DETAILED ON STRUCTURAL DRAWINGS, IF NOT SHOWN, PROVIDE JOINTING PLAN. 5. ALL EXPOSED STEEL TO BE FINISHED WITH HIGH PERFORMANCE PAINT. REFER TO FINISH SCHEDULE (A7.11) FOR COLOR. REFER TO SPECIFICATION MANUAL FOR HIGH PERFORMANCE CRITERIA. WALL LEGEND: EXISTING WALL NEW WALL CONSTRUCTION 0 KEYNOTES Keynote Text 05 DRINKING FOUNTAIN WITH BOTTLE FILLER. - CONTRACTOR FURNISHED & INSTALLED. 07 WATER HEATER, REFER TO MEPT. 09 ROOF OVERHANG ABOVE 10 SPLASH BLOCK. C05 THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 7 10/13/2023 Description C05 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title AMPHITHEATER RESTROOM - FLOOR PLAN Category Sheet A3.10 City of Waterloo Contract No. 1076 GENERAL ROOF PLAN NOTES: 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT O o O R01 NORTH 0 s ® AMPHITHEATER RESTROOM - ROOF PLAN C05 1 /4" = 1'-0" 1. ARROWS ON THE PLAN INDICATE DIRECTION OF DRAINAGE OF THE SLOPED STRUCTURE 2. DETAIL REFERENCES NOTED AS "TYPICAL" ON THE PLAN ENCOMPASS ALL SIMILAR LOCATIONS ON THE PROJECT UNLESS NOTED OTHERWISE. 3. ICE AND WATER SHIELD MEMBRANE UNDERLAYMENT REQUIRED FROM EAVE'S EDGE TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. 4. OVERSIZED GUTTERS AND/OR DOWNSPOUTS SHOULD BE PROVIDED TO ELIMINATE ANY OVERFLOW OR BACKUP. 5. FINAL PIPE PENETRATIONS THROUGH THE ROOF ARE TO BE COOORDINATED WITH THE ARCHITET PRIOR TO INSTALLATION. PENETRATIONS ARE TO BE ORGANIZED. 0 KEYNOTES Keynote Text R01 ASPHALT SHINGLED ROOF - COLOR TO BE BLACK R05 RIDGE VENT - REFER TO MEPT R06 ROOF VENT - REFER TO MEPT THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 7 10/13/2023 Description C05 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title AMPHITHEATER RESTROOM - ROOF PLANS Category Sheet A3.11 City of Waterloo Contract No. 1076 0 KEYNOTES Keynote Text CO2 EXPOSED ROOF STRUCTURE CO3 5" BOX GUTTER, PAINTED TO MATCH FACIA. C05 3"x4" OPEN FACE DOWNSPOUT. PAINTED TO MATCH FACIA. C07 LIGHT FIXTURE - REFER TO MEPT C08 VENTED SOFFIT C09 2X6 FACIA, PAINT TO MATCH DARK BRONZE C12 C15 1/2" PLYWOOD CEILING, PAINT AMPHITHEATER RESTROOM - REFLECTED CEILING PLAN NORTH CEILING LEGEND: SCONCE LIGHTING LINEAR LIGHT FULL HEIGHT WALL PARTIAL HEIGHT WALL GENERAL CEILING NOTES: 1. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL FOR ADDITIONAL INFORMATION. 2. REFER TO FLOOR PLANS FOR WALL TYPES AND WALL LOCATIONS . 3. SEE INTERIOR ELEVATIONS / SECTIONS / DETAILS FOR ADDITIONAL INFORMATION ON FINISHED SOFFIT, BULKHEAD, CEILING, ETC. WHERE NOT INDICATED ON REFLECTED CEILING PLAN. 4. CEILING HEIGHT VARIES BASED ON SLOPED ROOF STRUCTURE. 5. ALL STEEL TO BE FINISHED WITH HIGH PERFORMANCE PAINT. REFER TO FINISH SCHEDULE (A7.11) FOR COLOR. REFER TO SPECIFICATION MANUAL HIGH PERFORMANCE CRITERIA. THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 7 10/13/2023 Issue Date : 3/22/2023 Drawn By : SPD & NB Sheet Title Description C05 Designed By : SPD & BV Reviewed By : AMPHITHEATER RESTROOM - REFLECTED CEILING PLAN Category Sheet City of Waterloo Contract No. 1076 GUTTER HOLLOW METAL 24"x24" LOUVER IN 8" CAST -IN -PLACE CONCRETE ROOF VENTS, ASPHALT SHINGLES, 8" CMU OPEN FACE DOWNSPOUT DOOR & FRAME- DOOR WALL W/ VERTICLE FORM REFER TO MEPT BLACK PT2 WITH SPLASH BLOCK PT1 TYP. JOINTS, PAINT PT1 17-11 3/8" 3 7/8"- ■■■■■■■■ rmWmW y 2'-0" 3 7/8"- AMPHITHEATER RESTROOM -WEST ELEVATION 1 /4" = 1'-0" 8" CAST -IN -PLACE CONCRETE 8" CMU WALL W/ VERTICLE FORM PT2 JOINTS, PAINT PT1 3 3/4" 4'-6 5/8" 4'-6 5/8" 4'-6 5/8" DRINKING FOUNTAIN 32'-7 5/8" 4'-0" TYP. ASPHALT GUTTER OPEN FACE DOWNSPOUT SHINGLES, BLACK 4'-6 5/8" WITH SPLASH BLOCK '-11 7/8" 4'-6 5/8" 1 3 7/8" iTtaMkU►MMirVffili`i lir`ii irl`illfiAWirdi MTili r- === =Mii==■■ M■■■■■■1■■`■■IMIh ■■■_' ===• ■■■■■ 1■■=■1■11■■■■1■■1u■■ 1■■■■ ■■■■■■■■11■■■■■■■ 1 ■■■■■■■■■■1■11■■■■1■■1 ■ 1 1■■■■u1V1■■■■■■■ 11■■■■■ME■ 1 ■■■■_IJ•■■■I■I■■■■■■1 ■ _1■■■■ 1111■■■■■MI1= �1 ■11 ■■ ■■■■17l_ ■I ■ AMPHITHEATER RESTROOM - SOUTH ELEVATION 1 /4" = 1'-0" OPEN FACE DOWNSPOUT WITH SPLASH BLOCK 8" CMU PT2 GENERAL ELEVATION NOTES: 1. SEE ARCHITECTURAL FLOOR PLANS FOR WALL TYPES, DOOR NUMBERS, AND DIMENSIONS. 2. PLACEMENT OF WALL MOUNTED ITEMS (FIRE STROBE, DOOR OPERATOR BUTTON, WALL HYDRANTS, ETC) ARE DIMENSIONED TO CENTERLINE OF ITEM. 3. HATCHED AREA IS FOR REFERENCE ONLY. 4. ANY RETURNS OR BLIND ELEVATIONS NOT SHOWN SHALL BE SIMILAR IN MATERIAL AND MAKEUP TO ADJACENT CONDITIONS OR OTHER SIMILAR CONDITIONS. 5. CAST -IN -PLACE CONCRETE WALL TO BE FORMED WITH VERTICAL BOARD AND BATTEN FORM LINER. FORM TIES ARE TO BE CONE STYLE TIES AND PATCHED. PROVIDE CONCRETE FORM COORDINATION DRAWINGS FOR REVIEW. CONCRETE TO BE STAINED DARK GREY. 6. ALL EXPOSED STEEL IS TO BE FINISHED WITH A HIGH PERFORMANCE COATING. REFER TO FINISH SCHEDULE (A7.11) FOR COLOR. REFER TO SPECIFICATION MANUAL HIGH PERFORMANCE CRITERIA. GUTTER ASPHALT SHINGLES, ROOF VENTS, 8" CAST -IN -PLACE CONCRETE HOLLOW METAL 24"x24" LOUVER BLACK REFER TO MEPT WALL W/ VERTICLE FORM JOINTS, DOOR & FRAME- IN DOOR PAINT PT1 PT1 TYP. AMPHITHEATER RESTROOM - EAST ELEVATION 1 /4" = 1'-0" GUTTER 1'-11 7/ 4'-6 5/8" 4'-6 5/8" 8" CMU PT2 4'-6 5/8" ASPHALT SHINGLES, 8" CAST -IN -PLACE CONCRETE BLACK WALL W/ VERTICLE FORM WITH SPLASH BLOCK JOINTS, PAINT PT1 4'-6 5/8" OPEN FACE DOWNSPOUT 4'-6 5/8" 1 3 7/8" agl A■■II■■■_J■■I■■■■■■■1■■—J■■■N■IM�■1' AMPHITHEATER RESTROOM - NORTH ELEVATION THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, .#.101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date Description 1 4/14/2023 ADDENDUM 01 7 10/13/2023 C05 Issue Date : 3/22/2023 Drawn By : SPD & NB Sheet Title Designed By : SPD & BV Reviewed By : AMPHITHEATER RESTROOM - EXTERIOR ELEVATIONS Category Sheet City of Waterloo Contract No. 1076 0 Lu 2 0 COPYRIGHT TYP EXPOSED FASTENER METAL ROOF PRE -FINISHED FACIA TO MATCH DARK BRONZE ANODIZED COLUMN WITH HIGH . . OPERFORMANCE FINISH PICNIC SHELTER - SIDE ELEVATION 1/4" =1'-0" EXPOSED FASTENER METAL ROOF COLUMN WITH HIGH PERFORMANCE FINISH PRE -FINISHED FACIA TO MATCH DARK BRONZE ANODIZED 2' T&G WOOD DECKING PICNIC SHELTER - FRONT ELEVATION 1/4" =1'-0" T&G WOOD DECKING PRE -FINISHED FACIA TO MATCH DARK BRONZE ANODIZED PICNIC SHELTER - REAR ELEVATION 1/4" =1'-0" T.O.B. ouik 9'-4„ FIRST FLOOR I1 0'-0" COLUMN WITH HIGH PERFORMANCE FINISH rr: EXPOSED FASTENER METAL ROOF T.O.B. 9'-4" FIRST FLOOR I1 0'-0" T.O.B. 9'-4" SECTION - TYPICAL 1/2" = 1'-0" PREMANUFACTURED PICNIC STRUCT.O.B. 9'-4" T&G WOOD DECKING CONCRETE SLAB - REFER TO STRUCTURAL VAPOR RETARDER, TURN UP AT SLAB EDGE ATTACH COLUMN TO FOUNDATION PIER. VERIFY W/ MANUFACTURER INSTRUCTIONS. C05 1/2" EXPANSION MATERIAL CONCRETE PAVING - REFER TO STRUCTURAL & CIVIL FIRST FLOOR imh 0' _.0" VAPOR RETARDER, TURN UP AT SLAB EDGE FREE DRAINING GRANULAR FILL - REFER TO STRUCTURAL, CIVIL, AND SOIL ENGINEERING REPORT CAST -IN -PLACE CONCRETE FOOTING - REFER TO STRUCTURAL L 3'-3" 13'-6" 3'-3" 20'-0" 7 PICNIC SHELTER - FLOOR PLAN 1/4" - 1'-0" KEYNOTES Keynote Text 01 STRUCTURAL COLUMN, PAINT, PT1. 09 ROOF OVERHANG ABOVE 11 CAST -IN- PLACE CONCRETE FOOTING - REFER TO STRUCTURAL DETAILS FOR MORE INFORMATION. NOTE: NORTH GATES SHELTER SHALL BE OWNER SUPPLIED AND SHALL BE INSTALLED BY THE CONTRACTOR, INCLUDING CONCRETE FOOTINGS.... AND PAVEMENT. INSTALL SHELTER STRUCTURE AS PER MANUFACTURER RECOMMENDATIONS ALONG WITH ELECTRICAL AND LIGHTING COMPONENTS AS DETAILED ON THE MEPT PLANS AND SPECIFICATIONS. SOUTH GATES SHELTER SHALL BE SUPPLIED AND INSTALLED BY THE OWNER (NOT IN CONTRACT). AS PART OF WORK FOR ALTERNATE 1, CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF CONCRETE FOOTINGS AND PAVEMENT ALONG WITH ELECTRICAL AND LIGHTING COMPONENTS AS DETAILED ON THE MEPT PLANS AND SPECIFICATIONS. THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, .#.101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 2 5 6 7 4/20/2023 5/05/2023 9/15/2023 10/13/2023 Description ADDENDUM 02 ADDENDUM 05 C04 C05 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title PICNIC SHELTER DETAILS Category Sheet A4.20 City of Waterloo Contract No. 1076 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT BUILDING SECTION - SPLASH PAD (L) 1/4" = 1'-0" II II - II III III III IIIt III III III III III III III III III III III III BUILDING SECTION - SPLASH PAD (C) 1/4" = 1'-0" T.O.B. 9'-4" 1ST FLOOR 0 0'-0" 1ST FLOOR ou 0'-0" THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore .Street, .#.101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 6 7 9/15/2023 10/13/2023 Description C04 C05 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title BUILDING SECTIONS Category Sheet A5.10 City of Waterloo Contract No. 1076 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT SIM. Ir r •i I l�fifi1�� - III i C05 E •-a •-a •a •-a •-a •-a •-a •-a •-a n i /BM 41M1= om ' m gm m ,/ •�" `• 1`I',1',• 1'1',1',1 1 .1:- :- x /`!`.• ••NR3+R3t1't1't1't1't1't1't1*R$"R� p-.-• .1 1 1' ei1iei�•��i�i i i i • AMPHITHEATER RESTROOM - BUILDING SECTION 1/4" = 1'-0" AMPHITHEATER - BUILDING SECTION 1/4" = 1'-0" Q t-41-4f O ?I oz1 1 1 •-•1 1'I'I yyyyyyyy ....:.:.:.:.:.: T.O.B ARC R.R. FLOOR_A.R.Fik . 0'-0" ROOF AMP 13'-0" STAGE HEIGHT ik 2'-4-4" 1 GR)IDE 0' -0" THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore .Street, .#.101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 7 10/13/2023 Description C05 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title BUILDING SECTIONS Category Sheet A5.11 City of Waterloo Contract No. 1076 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT WALL SECTION RAFTERS, REFER TO STRUCTURAL PLYWOOD SHEATHING ASPHALT SHINGLES, BLACK 2X6 FACIA W/ PREFINISHED SHEET METAL FLASHING 5" BOX GUTTER T.O.B. 9'-4" METAL SOFFIT 2X WOOD PLATE CONCRETE MASONRY UNITS 1/2" EXPANSION MATERIAL VAPOR RETARDER, TURN UP AT SLAB EDGE REFER TO CIVIL FOR GRADING AND PAVING 1ST FLOOR olk 0'-0" NEW EARTH BACKFILL FREE DRAINING GRANULAR --- FILL - REFER TO STRUCTURAL, CIVIL, AND SOIL ENGINEERING REPORT CONCRETE FOUNDATION WALL - REFER TO STRUCTURAL CONCRETE FOOTING - REFER TO STRUCTURAL REDUNDANT/UNUSED WALL SECTION WALL SECTION 3/4" = 1'-0" ASPHALT SHINGLES, BLACK PLYWOOD SHEATHING RAFTERS, REFER TO STRUCTURAL 2X4 WOOD PLATE 5/8" PLYWOOD CEILING. PAINT T.O.B. Aik 9'-4" CONCRETE MASONRY UNITS 1/2" EXPANSION MATERIAL VAPOR RETARDER, TURN UP AT SLAB EDGE 1ST FLOOR obk 0'-0" CONCRETE FOUNDATION WALL - REFER TO STRUCTURAL FREE DRAINING GRANULAR FILL - REFER TO STRUCTURAL, CIVIL, AND SOIL ENGINEERING REPORT CONCRETE FOOTING - REFER TO STRUCTURAL 1 WALL SECTION 3/4" = 1'-0" C05 ASPHALT SHINGLES, BLACK PLYWOOD SHEATHING RAFTERS, REFER TO STRUCTURAL 2X6 FACIA W/ PREFINISHED SHEET METAL FLASHING 5" BOX GUTTER, DARK BRONZE VENTED SOFFIT, FULL PERIMETER 2X OD PLL E CAST -IN -PLACE CONCRETE 1/2" EXPANSION MATERIAL VAPOR RETARDER, TURN UP AT SLAB EDGE REFER TO CIVIL FOR GRADING AND PAVING 1ST FLOOR Obi 0'-0" NEW EARTH FREE DRAINING GRANULAR FILL - REFER TO STRUCTURAL, CIVIL, AND SOIL ENGINEERING REPORT CONCRETE FOUNDATION WALL - REFER TO STRUCTURAL CONCRETE FOOTING - REFER TO STRUCTURAL EXISTING UNDISTURBED EARTH THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, .#.101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 6 7 9/15/2023 10/13/2023 Description C04 C05 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title WALL SECTIONS Category Sheet A5.20 City of Waterloo Contract No. 1076 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT C05 WALL SECTION REFER TO CIVIL FOR GRADING AND PAVING FREE DRAINING GRANULAR FILL - REFER TO STRUCTURAL, CIVIL, AND SOIL ENGINEERING REPORT CONCRETE FOUNDATION WALL - REFER TO STRUCTURAL, EXPOSED PORTION TO BE FORMLINED AND PAINTED TO MATCH DARK BRONZE, PT1 CONCRETE FOOTING - REFER TO STRUCTURAL WALL SECTION STEEL COLUMN AND ATTACHMENT TO CMU WALL, REFER TO STRUCTURAL, PAINT PT1 VAPOR RETARDER, TURN UP AT SLAB EDGE FREE DRAINING GRANULAR FILL - REFER TO STRUCTURAL, CIVIL, AND SOIL ENGINEERING REPORT CONCRETE FOUNDATION WALL - REFER TO STRUCTURAL CONCRETE FOOTING - REFER TO STRUCTURAL THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, .#.101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date Description 6 9/15/2023 C04 7 10/13/2023 C05 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title WALL SECTIONS Category Sheet A5.21 City of Waterloo Contract No. 1076 SIM SIM • WALL SECTION 3/4" = 1'-0" ASPHALT SHINGLES, BLACK PLYWOOD SHEATHING RAFTERS, REFER TO STRUCTURAL 2X WOOD PLATE 5/8" PLYWOOD CEILING. PAINT T.O.B A.R.R. 9'-4" CONCRETE MASONRY UNITS 1/2" EXPANSION MATERIAL EXTERIOR CONCRETE SLAB, REFER TO STRUCTURAL FLOOR A.R.R. 0'-0" • VAPOR RETARDER, TURN UP AT SLAB EDGE CONCRETE FOUNDATION WALL - REFER TO STRUCTURAL FREE DRAINING GRANULAR FILL - REFER TO STRUCTURAL, CIVIL, AND SOIL ENGINEERING REPORT CONCRETE FOOTING - REFER TO STRUCTURAL REDUNDANT/UNUSED WALL SECTION 3/4" = 1'-0" REDUNDANT/UNUSED WALL SECTION 3/4" = 1'-0" SIM i SIM SIM WALL SECTION 3/4" = 1'-0" ASPHALT SHINGLES, BLACK PLYWOOD SHEATHING RAFTERS, REFER TO STRUCTURAL 2X6 FACIA W/ PREFINISHED SHEET METAL FLASHING 5" BOX GUTTER, DARK BRONZE T.O.B A.R.R. 9'-4" VENTED SOFFIT, FULL PERIMETER 2X WOOD PLATE. VAPOR RETARDER, TURN UP AT SLAB EDGE 1/2" EXPANSION MATERIAL FREE DRAINING GRANULAR. FILL - REFER TO STRUCTURAL, CIVIL, AND SOIL ENGINEERING REPORT CONCRETE FOUNDATION WALL - REFER TO STRUCTURAL CONCRETE FOOTING - REFER TO STRUCTURAL THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, .#.101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 7 10/13/2023 Issue Date : 3/22/2023 Drawn By : SPD & NB Sheet Title Description C05 Designed By : SPD & BV Reviewed By : BV WALL SECTIONS Category Sheet A5.22 City of Waterloo Contract No. 1076 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT GUTTER APRON 5" BOX GUTTER T.O. B. 9'-4" PREFINISHED SHEET METAL FLASHING, MATCH DARK BRONZE VENTED SOFFIT 5/8" PLYWOOD CEILING ABOVE RESTROOMS BOND BEAM, SEE STRUCT FOR SIZING AND LOCATION FREE DRAINING GRANULAR FILL - REFER TO STRUCTURAL, CIVIL, AND SOIL ENGINEERING REPORT CMU / INTERIOR FOUNDATION ASPHALT SHINGLES, BLACK PLYWOOD SHEATHING 5/8" PLYWOOD CEILING. PAINT RAFTERS, REFER TO STRUCTURAL 2x8 WOOD PLATE CENTERED ON CIPC WALL SOFFIT, VENTED CAST -IN -PLACE CONCRETE WALL C.I.P. CONCRETE / RAFTER — 1/2 EXPANSION MATERIAL VAPOR RETARDER, TURN UP AT SLAB EDGE NEW EARTH BACKFILL 1ST FLOOR I1 o' - o° V FREE DRAINING GRANULAR FILL - REFER TO STRUCTURAL, CIVIL, AND SOIL ENGINEERING REPORT CIPC / CONCRETE FLOOR SLAB 1 1/2" = 1'-0" 2X8 WOOD PLATE, CENTERED ON 8" CMU WALL THRU-WALL FLASHING W/ DRIP EDGE BOND BEAM, SEE STRUCTURE FOR SIZING AND LOCATION TRANSLUCENT PANEL AT ROOF CMU / EXTERIOR FOUNDATION 1 1/2" = 1'-0" SOFFIT, WITH VENT THRU-WALL FLASHING W/ DRIP EDGE BOND BEAM, SEE STRUCT FOR SIZING AND LOCATION 1/2" EXPANSION MATERIAL VAPOR BARRIER NEW EARTH BACKFILL 1ST FLOOR ollik 0'-0" FREE DRAINING GRANULAR FILL - REFER TO STRUCTURAL, CIVIL, AND SOIL ENGINEERING REPORT THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa C05 Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 6 7 9/15/2023 10/13/2023 Description C04 C05 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title DETAILS Category Sheet A5.31 City of Waterloo Contract No. 1076 2X6 FACIA W/ PREFINISHED SHEET METAL FLASHING EPDM DENSDECK PLYWOOD SHEATHING 2X6 TONGUE & GROOVE Adik ROOF AMP 13'-0" STRUCTURAL STEEL TAPPERED STEEL 1/2" EXPANSION MATERIAL STAGE HEIGHT I1 22'-4" I. CONCRETE FOUNDATION WALL, REFER TO STRUCTURAL, EXPOSED PORTION TO BE FORMLINED AND PAINTED TO MATCH DARK BRONZE, PT1 VAPOR RETARDER, TURN UP SLAB EDGE FREE DRAINING GRANULAR FILL - REFER TO STRUCTURAL, CIVIL, AND SOILD ENGINEERING REPORT KNEE WALL STAGE PAINTED CONCRETE MASONRY UNIT: PT2 STEEL COLUMN AND ATTACHMENT TO CMU WALL, REFER TO STRUCTURAL, PAINT PT1 1ST FLOOR PLAN - AMP - COL/CMU CMU/FD DTL INT/INT 8" FOUNDTOIN WALL CMU/FD DTL INT/EXT EXTERIOR CMU WALL: ALIGN INTERIOR FACE OF CMU WITH INTERIOR FACE OF CAST -IN -PLACE CONCRETE WALL BELOW. CAST -IN -PLACE CONCRETE WALL, REFER TO STRUCTURAL, EXPOSED PORTION TO BE FORMLINED AND PAINTED TO MATCH DARK BRONZE, PT1 CIPC/CMU 1/2" EXPANSION MATERIAL FLOOR A( - j� 0' 0" VAPOR RETARDER, TURN UP AT SLAB EDGE FREE. DRAINING GRANULAR FILL - REFER TO STRUCTURAL, CIVIL, AND SOIL ENGINEERING REPORT CIPC @ FF / SLAB ROOF AMP 1 1 /2" = 1'-0" CMU AMP 1 1 /2" = 1'-0" FD/CMU STAGE RAMP DET 01 1 1 /2" = EPDM DENSDECK PLYWOOD SHEATHING 2X6 TONGUE & GROOVE ROOF AMP I1 13'-0" STRUCTURAL STEEL, REFER TO STRUCTURAL, PAINT PT1 STEEL COLUMN AND ATTACHMENT TO CMU WALL, REFER TO STRUCTURAL, PAINT PT1 STONE CAP STEEL FLASHING W/ EPDXY SEALANT 8" CMU PT2 STEEL COLUMN, REFER TO STRUCTURAL, PAINT, PT1 8" CMU PT2 1/2" EXPANSION MATERIAL STAGE HEIGHT Au 2'-4" VAPOR RETARDER, TURN UP AT SLAB EDGE FREE DRAINING GRANULAR FILL - REFER TO STRUCTURAL, CIVIL & SOIL ENGINEERING REPORT 1/2" EXPANSION MATERIAL CAST -IN -PLACE CONCRETE WALL - REFER TO STRUCTURAL, EXPOSED PORTION TO BE FORMLINED AND PAINTED TO MATCH DARK BRONZE (PT1) GRADE CONCRETE RAMP - REFER TO CIVIL FOR GRADING AND PAVING VAPOR RETARDER, TURN UP AT SLAB EDGE FREE DRAINING GRANULAR FILL - REFER TO STRUCTURAL, CIVIL, AND SOIL ENGINEERING REPORT THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, .#.101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 7 10/13/2023 Issue Date : 3/22/2023 Drawn By : SPD & NB Sheet Title Description C05 DETAILS Designed By : SPD & BV Reviewed By : Category Sheet City of Waterloo Contract No. 1076 3'-1" 2'-0" 7.11y 3 •25.0 -v TRASH SPACE 2 PHEN1 3 140.24 7.11 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT 2'-1" 1'-0" ♦ ♦ ° d TYP TRASH GROMMET DETAIL 1 1 /2" = 1'-0" INTERIOR FINISH LEGEND TAG MANUFACTURER STYLE COLOR SIZE COMMENTS ORDER 1 FLOOR CONC1 LIGHTLY BRUSHED CONCRETE REFER TO SPECIFICATION FLOOR CONC2 REFER TO SPEC SECTION FLOOR MILLWORK PHEN1 MOTTLAB MANUFACTURING PHENOLIC RESIN CASEWORK - FUNDERMAX 2286 FH WHITE SYRINGA - PROVIDE PHENOLIC FINISHED CASEWORK, REFER TO SPECIFICATION MILLWORK SSM1 FORMICA - 410 ARGENTO TERRAllO MATRIX 1/2" THICK PROVIDE 1" THICK GRADE A PLYWOOD SUBSTRATE, PAINT EXPOSED EDGES BLACK MILLWORK MISC PT1 PPG INDUSTRIES SEMI -GLOSS TBD, SELECTED FROM DESIGNERS FULL RANGE - PAINTED DOORS, FRAMES, MASONRY, AND CONCRETE TO MATCH DARK BRONZE FRAMING COLOR UNLESS OTHERWISE NOTED MISC PT2 PPG INDUSTRIES SEMI -GLOSS TBD, SELECTED FROM DESIGNERS FULL RANGE - PAINTED MASONRY AND CONCRETE TO MATCH TAN COLORED/LIMESTONE BLOCK UNLESS OTHERWISE NOTED MISC TP1 SCRANTON PRODUCTS HINY HIDERS PARTITIONS CHARCOAL GREY ORANGE PEEL 72" H FLOOR MOUNTED OVERHEAD BRACED MISC WALL EPT1 PPG INDUSTRIES EPDXY PAINT PPG 1010-1 PEGASUS WALL REFER TO ELEVATION FOR COUNTER FINISH GROMMET WITHIN SOLID SURFACE COUNTER - EASE EDGES. REFER TO FLOOR PLAN FOR LOCATION, TYP END OF APRON TO BE FINISHED WITH EDGE BANDING, TYP TRASH BIN FOR REFERENCE, OF01 of CI- 1 1) REFER TO ELEVATION FOR 2'-1" COUNTER FINISH 10" • 8" ti 1 O) METAL 4X4 TUBING, REFER TO FLOOR PLAN FOR LAYOUT INTENT; WELD ALL JOINTS, REFER FOR FLOOR PLAN FOR LAYOUT INTENT SKIRT BOARD PHEN1, PROVIDE ACCESS PANELS, REFER TO ELEVATIONS PROVIDE FPRESSURE TREATED BLOCKING AS REQUIRED ANGING COUNTER BLOCKING DETAIL 2" = 1'-0" INTERIOR MATERIAL LEGEND MATERIAL LABEL MATERIAL DESCRIPTION ACR ACRYLIC MATERIAL ACT ACOUSTICAL CEILING TILE AND GRID AMC ACOUSTIC METAL CEILING AP ACOUSTIC PANEL CC CUBICLE CURTAIN CG CORNER GUARD CONC CONCRETE CPT CARPET EF EPDXY FLOORING EPT EPDXY PAINT EX EXISTING FAB FABRIC GF GRAPHIC FILM GR GROUT GWC GRAPHIC WALLCOVERING GYP GYPSUM WALL BOARD LKR LOCKER MKBD MARKERBOARD MP METAL PANEL PLAM PLASTIC LAMINATE PT PAINT QZ QUARTZ RB RESILIENT BASE RF RESILIENT FLOORING SSM SOLID SURFACE MATERIAL SST STAINLESS STEEL STO STONE TK TACKABLE SURFACE TL TILE TP TOILET PARTITION TZ TERAZZO WB WOOD BASE WC WALLCOVERING WD WOOD WOC WALK OFF CARPET WP WALL PROTECTION WT WINDOW TREATMENT 2'-1" ♦ ti ♦ 8" N 1 10" 0) d - e, d TYP ADA APRON SINK DETIAL 1 1 /2" = 1'-0" REFER TO MEP FOR EXACT PLUMBING FIXTURES, FOR REFERNCE ONLY REFER TO ELEVATION FOR COUNTER FINISH SKIRT BOARD PHEN1, PROVIDE ACCESS PANELS, REFER TO ELEVATIONS PROVIDE FPRESSURE TREATED BLOCKING AS REQUIRED GENERAL FINISH NOTES: 1. / / INDICATES FLOORING DIRECTION 2. ALL EXPOSED CONCRETE SHALL BE KEPT CLEAN AND FREE OF DEBRIS THROUGHOUT CONSTRUCTION PROCESS. INTERIOR CONCRETE TO BE SMOOTH FINISH UNLESS OTHERWISE NOTED. 3. CAULKS OR SEALANTS TO MATCH ADJACENT MATERIAL COLOR, REVEAL COLORS OR GROUT COLORS. 4. FLOORING MATERIAL CHANGES SHALL OCCUR AT CENTERLINE OF DOOR LEAF FOR SWINGING DOOR LOCATIONS, UNLESS OTHERWISE NOTED. 5. FLOORING MATERIAL CHANGES SHALL OCCUR AND ALIGN WITH EDGE OF WALL ON DOOR SIDE FOR SLIDING DOOR LOCATIONS, UNLESS OTHERWISE NOTED. 6. FLOORING MATERIAL AND PATTERN TO CONTINUE UNDER ALL OPEN MILLWORK AND WORKSURFACES, EXTENDING TO WALL OR BASE CABINET. 7. REFER TO FLOORING TRANSITION DETAILS FOR LOCATIONS TO RECEIVE TRANSITIONS. NOT ALL LOCATIONS WHERE FLOOR TYPES DIFFER SHALL RECEIVE TRANSITIONS. IF DISCREPENCY ARISES, CONSULT DESIGNER. 8. FLOORING TRANSITIONS MAY BE DESIGNATED BY TEXT AND/OR HATCH PATTERNS. IF DISCREPENCY ARISES, CONSULT DESIGNER. 9. UNDERCOUNTER SUPPORT BRACKETS TO BE PAINTED TO MATCH ADJACENT WALL SURFACE, UNLESS OTHERWISE NOTED. 10. GYP BD CEILING TO BE PAINTED, UNLESS OTHERWISE NOTED. SEE REFLECTED CEILING PLANS AND ELEVATIONS FOR ACCENT PAINT LOCATIONS. 11. EXPOSED CEILING STRUCTURE, INCLUDING, BUT NOT LIMITED TO PIPING, DUCTWORK, BEAMS, TRUSSES, SUPPORTS, DECKING AND SIMILAR TO BE PAINTED, UNLESS OTHERWISE NOTED. 12. GRILLES, LOUVERS, VENTS, ELECTRICAL CABINETS, AND SIMILAR TO BE PAINTED TO MATCH ADJACENT SURFACE, UNLESS OTHERWISE NOTED. 13. ALL HOLLOW METAL DOORS, HOLLOW METAL DOOR FRAMES & HOLLOW METAL WINDOW FRAMES TO BE PAINTED, UNLESS OTHERWISE NOTED. 14. UNDERSIDE OF STAIR ASSEMBLIES, RAILING, STRINGERS, AND HANDRAILS TO BE PAINTED, UNLESS OTHERWISE NOTED. 15. ACCENT PAINT COLORS TO BE PAINTED CORNER TO CORNER OF NOTED WALL IN PLAN, UNLESS OTHERWISE NOTED. 16. PAINTED WALLS IN RESTROOMS AND JANITOR TO BE EPDXY PAINT, UNLESS OTHERWISE NOTED. 17. NO BASE TO BE APPLIED TO BRICK, CMU, PRECAST, STONE OR TILE WALL LOCATIONS, UNLESS OTHERWISE NOTED. IF DISCREPENCY ARISES, CONSULT DESIGNER. 18. ALL MOP SINK LOCATIONS TO RECEIVE FRP PANELS ON ADJACENT WALLS AT MOP SINK, 4'-0" HIGH, UNLESS OTHERWISE NOTED. 19. PROVIDE FINISH MOCKUPS AS INDICATED ON FINISH PLANS, INTERIOR ELEVATIONS, REFLECTED CEILING PLANS AND/OR SPEC. PROVIDE ONSITE VISITS WITH ARCHITECT/DESIGNER FOR REVIEW AS INDICATED. 20. REFERENCE INTERIOR ELEVATIONS FOR CASEWORK & OTHER VERTICAL SURFACE FINISHES. 21. FINISH LEGEND SHALL NOT BE TAKEN AS A COMPLETE SPECIFICATION FOR ALL INTERIOR ROOM MATERIALS. HOWEVER, IT SHALL BE BINDING TO THE EXTENT OF THE MATERIAL IT DOES SPECIFY. THE CONTRACTOR SHALL CHECK THE SCHEDULE WITH SPECIFICATIONS AND DRAWINGS FOR OTHER MATERIALS NOT COVERED BY THE SCHEDULE. FINISH BOX KEY ROOM RM # WALLS BASE FLOORS REMARKS FLOOR FINISH LEGEND: CONC1 CONC2 WALL FINISH LEGEND: FIELD PAINT, EPT1 1. COLORS, HEIGHTS AND TYPES MAY VARY. REFERENCE ELEVATIONS, CEILING PLANS, FINISH LEGEND & SPECIFICATIONS FOR MORE INFORMATION. THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 1 2 6 4/14/2023 4/20/2023 9/15/2023 Description ADDENDUM 01 ADDENDUM 02 C04 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title FINISH SCHEDULE & CASEWORK DETAILS Category Sheet A7.11 City of Waterloo Contract No. 1076 WALL FINISH LEGEND: 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT NORTH 0 STORAGE 128 X XXXXXX XX,XXXXXXXXXXX MECH/STORAGE 127 .CONC2� ► a a / e a ► AI L db a 1► 4e 1 di MEWSI I► RSTROOM 1 a - 1 _WOMEN.' _ ° '► Qd I © V RESTR 0 M d ° 1 0125 d ° ► d '_ -126 ► PT1/PT2 a a ° a � [ ) PT /PT2 �1 l ° CONC2 o 6, di II ► a i d r DRINKING FOUNTAIN, SEE MEP 1ST FINISH FLOOR PLAN-AMPITHEATRE RR 1 /4" = 1'-0" DRINKING FOUNTAIN, SEE MEP j-- NORTH 0 T T PT1/PT2 . AL AM ON\ ALA N\ AL AM �N\ALAEON\ AL W W W;�► PUMP ROOM 104 1ST FINISH FLOOR PLAN -SPLASH PAD FIELD PAINT, EPT1 1. COLORS, HEIGHTS AND TYPES MAY VARY. REFERENCE ELEVATIONS, CEILING PLANS, FINISH LEGEND & SPECIFICATIONS FOR MORE INFORMATION. ., 1 ® T 0 1 RESTROO 1ir ea PT1/PT2 n�ii�l►[iiio \WI r!IS 1rl PT1/PT2 =I GUM 01110 4' r /g 0V 1R A ''PHw v M i l 0 / STORAGE 103I PT1/PT2 CONC2 DRINKING FOUNTAIN, SEE MEP 1 /4" = 1'-0" THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 2 6 7 4/20/2023 9/15/2023 10/13/2023 Description ADDENDUM 02 C04 C05 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title RESTROOM FINISH PLANS Category Sheet A7.21 City of Waterloo Contract No. 1076 DESIGN CRITERIA GENERAL NOTES F9) Provide corner bars in footings the same size and number as the continuous reinforcing, lapped 2'-0" with main steel. S4) All welding shall be done by AWS certified welders with experience and certification in the types of welding indicated. Certificates shall not have lapsed due to disuse for 6 months. 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT DI) Codes: International Building Code, 2021 American Concrete Institute 318-19 American Institute of Steel Construction Specification for Structural Steel Buildings 360-16 American Iron and Steel Institute American Society of Civil Engineers / Structural Engineering Institute ASCE/SEI 7-16 Building Code Requirements for Masonry Structures TMS 402-16 D2) Dead loads: Roof dead load: D3) Live loads: Snow load: Ground snow load: Flat -roof snow load (minimum): Snow exposure factor: Thermal factor: Snow importance factor: Slope factor: 20 psf Pg= 30 psf Pf= 25 psf Ce= 1.0 Ct= 1.0 Is= 1.00 Cs=1.0 Roof load (minimum): 20 psf D4) Lateral loads: Wind: Ultimate design wind speed: Risk category: Wind exposure: Interior pressure coefficient (+/-): 107 mph I I B GCpi= 0.55 Seismic: Design Category: A Risk category: II Importance factor: le= 1.00 Mapped spectral response acceleration: Ss= 0.058 S1= 0.048 Site class, D , Spectral response coefficients: Sds= 0.061 Sd1= 0.077 (> Basic seismic -force -resisting system: Design base shear: Response coefficient: Response modification factors: Analysis procedure used: Ordinary Reinforced Masonry Shear Walls Ordinary Reinforced Concrete Shear Walls Steel Moment Frames V= 5.1 kip (Splash Pad) V= 1.5 kip (Amphitheater) V= 3.4 kip (Restroom) Cs= 0.0177 (Splash Pad) Cs= 0.0177 (Amphitheater) Cs= 0.0177 (Restroom) R= 3.5 (Splash Pad) R= 3.5 (Amphitheater) R= 3.5 (Restroom) General Structural Integrity Equivalent Lateral Force Analysis D5) Net allowable soil bearing pressures: (A soils report is on file with the architect for additional information.) Column footings: Wall footings: 2000 psf 2000 psf D6) Concrete strengths - Minimum 28 day f'c (145 pcf density unless noted otherwise) Typical -unless noted otherwise: Footings: Foundation walls: Slabs on grade Interior: Slabs on grade Exterior: GI) Establish and verify all openings and inserts for mechanical, electrical, and plumbing with appropriate trade contractors. Opening sizes and locations shown for ducts, pipes, inserts, etc., when shown are for general information only and shall be verified prior to forming. G2) Field verify all existing dimensions, member sizes, and elevations shown on the drawings. All discrepancies shall be immediately brought to the attention of the Design Professional. G3) Before submitting a proposal for this work, each bidder shall visit the premises and acquaint themselves fully with the existing conditions, temporary construction required, quantities and types of equipment, etc. The bid shall include all sums required to do the work within the existing conditions. Disruption of normal activities in the work area must be kept to a minimum. G4) Shop drawings prepared by suppliers, subcontractors, etc. shall be reviewed and coordinated prior to submitting to the Design Professional. Each shop drawing submitted shall be stamped, initialed, and dated as being reviewed by the construction manager/general contractor. G5) Shop drawings prepared by the subcontractors, suppliers, etc. shall be reviewed by the Design Professional for conformance with design concept only. Review by the Design Professional shall not begin without the prior coordination and review by the construction manager/general contractor. Work shall not begin without the review by the Design Professional. G6) Details and notes on the structural drawings are intended to be typical for similar situations elsewhere. Verify all dimensions with the architectural drawings. Do not scale drawings; use dimensions provided only. G7) Options are for the contractors convenience. The contractor shall be responsible for all changes necessary if they choose an option and shall coordinate all details. The cost of additional design work necessitated by selection of an option shall be borne by the contractor. G8) The cost of additional design work due to errors or omissions in construction shall be borne by the contractor. G9) Any engineering design provided by others and submitted for review or record shall bear the stamp and signature of a professional structural engineer licensed in the state of Iowa. G10) All elevations given thus (+10'-0") are to top of footing, joist bearing, top of steel, top of slab, etc. with reference to the finished first floor slab = (0'-0"). CONSTRUCTION PROCEDURES AND SAFETY REQUIREMENTS P1) Comply with all applicable city, county, state, and federal laws, including the Occupational Safety and Health Act (OSHA) and regulations adopted pursuant thereto. P2) The contract structural drawings and specifications represent the finished structure. Unless otherwise indicated, they do not indicate the means or methods of construction. P3) Provide all measures necessary to protect the workers and other persons during construction. Provide all necessary measures to avoid excessive stresses and to hold the structural elements in place during construction. Such measures shall include, but not be limited to, bracing, shoring for construction equipment, shoring for earth banks forms, scaffolding, planking, safety nets, support and bracing for cranes and hoists, guying, etc P4) Engage properly qualified persons to determine where and how temporary precautionary measures shall be used. Observation visits to the site by structural engineer's field representatives shall not include the items noted above. 4000 psi P5) Supervise and direct the work so as to maintain sole 3000 psi responsibility for all construction means, methods, techniques, 4500 psi sequences, and procedures. Retain the services of a professional 4000 psi structural engineer licensed in the state of Iowa to design and 5000 psi supervise any scaffolding for workmen, and all shoring of forms and elements of the construction. D7) Reinforcing steel shall be high strength new billet steel conforming to the following: Deformed bars: Welded wire reinforcing: Masonry joint reinforcing: D8) Masonry: Hollow Concrete Block Units (CMU): grade N, fm=1500psi Brick Units: Grade SW, fm=2500psi ASTM A615, Gr. 60 (unless otherwise noted) ASTM A1064 ASTM A951 Mortar: Type S for reinforced structural masonry, exterior masonry, and masonry below grade. Mortar shall conform to ASTM C270 and shall conform to the proportion specifications or the property specifications. Grout: Conform to ASTM C476 D9) Structural steel: W- shapes: Other rolled shapes and connection material: Stiffener plates: Pipe: Anchor bolts: High Strength bolts: Structural tubes: A992 ASTM A36 ASTM A36 ASTM A53, Gr. B ASTM F1554, Gr.36 ASTM F3125, Gt. A325 (3/4" diameter U.N.O.) ASTM A500, Gr. C SPECIAL INSPECTION REQUIREMENTS SRI) The following types of work require special inspection based on section 1705 of the 2021 International Building Code. See Specification section 014500 for specific requirements. The owner will employ special inspectors who shall provide special inspections during: a) Earth Work b) Cast -in -place Concrete. c) Structural Masonry. d) Structural Steel. P6) Any engineering design provided by others and submitted for review and/or record shall bear the stamp and signature of a professional structural engineer licensed in the state of Iowa. FOOTINGS AND FOUNDATIONS F1) All footings shall be placed onto firm undisturbed soil or controlled compacted fill as directed by the project soils consultant report recommendations. Footing elevations shown designate a minimum depth of footings where a safe soil bearing pressure is expected (see Design Criteria). Footings shall be lowered and piers and/or walls extended as required to reach the design bearing pressure. F2) General machine excavation for footings done more than 12 hours before the footing is placed shall stop not less than 4" above the elevation of bottoms of footings. Final excavation to the required undisturbed soil elevation shall be done not more than 12 hours before the footing is placed. The excavation shall be crumbed clean. F3) All foundation excavations shall be inspected and certified by a qualified independent soils testing firm. F4) No footing shall be placed onto or against sub -grades containing free water, frost, or ice. F5) Unless noted otherwise, all footings shall be centered under walls, piers, or columns. F6) Where required, all necessary changes in elevation of wall footings shall be made in steps of 1 vertical to 2 horizontal. Location of steps shall be coordinated with the wall forming system and at least 2'-0" apart. F7) Longitudinal reinforcing in wall footings shall be continuous at step downs. Slope or step bottom bars in wall to follow steps in footing unless otherwise shown. See typical step-down footing detail. F8) Lap wall footing reinforcing 24 bar diameters or a minimum of 1'-6" at splices, unless otherwise noted. F10) Reinforcing in wall footings between columns shall extend into column footings a minimum of 2'-0". F11) Reinforcing in footings shall be accurately placed, spaced, supported, and secured before placing concrete (do not "float" reinforcing into footings). F12) Pipes extending under footings shall be placed before footing is placed and the void produced in laying the pipe shall be filled with concrete. F13) Cross reference architectural and structural drawings to assure proper dimensions and placement of all anchor bolts, inserts, notches, and edges in grade beams, foundation walls, and piers. F14) Backfill placed against walls and grade beams shall be done evenly on both sides. F15) All unacceptable fill and top soil shall be removed from below all proposed slabs -on -grade and the exposed natural soil shall be proof rolled and the compaction verified by a qualified independent soils testing firm prior to placing fill. Areas exhibiting weakness shall be removed and replaced by acceptable compacted fill. F16) See drawings for minimum depth of compacted granular fill that shall be placed under all slabs -on -grade. All fill required to attain final sub -grade for slabs and walls shall be an acceptable material placed and compacted as directed by the project soils consultant report recommendations. CONCRETE AND REINFORCING C1) All concrete work shall conform to the latest edition of the American Concrete Institute Publications: ACI 301, ACI 304, ACI 311, ACI 315, ACI 318, and ACI 347 unless otherwise noted on the drawings. C2) Concrete shall consist of the following: ASTM C150 Type I Portland cement ASTM C33 Normal weight aggregates Potable water Chlorides content shall be limited by ACI requirements for type of exposure. Concrete which will be subjected to repeated cycles of freeze -thaw during the life of the structure shall have a water -cement ratio not exceeding 0.45 and shall contain entrained air. See ACI 301 for additional requirements. C3) Unless otherwise noted, principal reinforcement shall have the following protection: Surfaces cast against & permanently exposed to earth: Formed surfaces exposed to earth or water: Slabs: Beams, columns: Walls (interior surface only): Ties/Stirrups: 3 inches 2 inches 1 inch (top) 3/4 inch (bot.) 2 inches 1 inch 1 1/2 inches C4) All slabs -on -grade, pads, fills, and toppings shall have a minimum of 6 x 6 - W2.9 x W2.9 WWR, unless noted otherwise, placed 1" from top of slab. Lap WWR minimum 2 panels at edges and ends and provide additional reinforcing where shown on the drawings. C5) All slabs -on -grade shall be placed on compacted granular fill. Pitch slabs to drains and provide depressions, where shown on the structural or architectural drawings, without reducing the thickness of slab indicated. For slabs on grade depressions greater than 1", see details for additional reinforcing. C6) Provide slab -on -grade construction joints around each column, against grade beams, interior walls, and between columns and walls. Provide slab joints to form areas not to exceed 15' in length in each direction. See typical details. Submit detailed drawings showing locations of all construction joints. C7) Provide adequate bolsters, hi -chairs, support bars, etc., to maintain specified clearances for the entire length of all reinforcing bars. Provide accessories which are plastic tipped or galvanized with turned up ends for reinforcement at all faces of exposed concrete, interior or exterior. C8) Unless otherwise noted, no concrete shall be placed without a minimum reinforcing of 0.002 times the concrete cross sectional area in each direction. C9) Typical concrete wall reinforcing shall be as follows: Thickness Horiz. Vert. Location 6 inches #4@18 #4@18 Centered 8 inches #4@12 #4@18 Centered 10 inches #4@10 #4@16 Centered 12 inches #4@16 #4@18 Each Face 16 inches #4@12 #4@16 Each Face C10) Continuous reinforcing shall be lapped per CRSI C11) All field bending of reinforcing shall be done cold. Heating of bars will not be permitted. C13) No aluminum of any type shall be allowed in the concrete work unless coated to prevent aluminum -concrete reaction. C14) Maximum O.D. of embedded conduit shall be no larger than 1/3 of the slab thickness. No conduit shall be placed above the welded wire fabric in slabs- on -grade or concrete fill placed onto composite metal deck. C15) Mechanically vibrate concrete except that slabs -on -grade need only be vibrated around under floor ducts and other embedded items. Vibrate tops of columns and drilled piers. C16) Do not cast unexposed walls or grade beams in lengths over 60'-0". Wait 48 hours between adjacent pours. C17) All construction joints between adjacent concrete pours shall be keyed. Joints must be kept free of dirt, debris, form oils, etc. to assure proper bond with adjacent pour or masonry construction. C18) Do not place pipes, ducts, reglets or chases in structural concrete or composite floor systems without approval of the structural engineer through the architect. C19) Floor tolerances: Surface tolerance: Class B. (See ACI 301) Thickness: Plus 1", minus 1/2" slab on grade. Replace any slab with a thickness deviation as directed by the architect. C20) Maximum free drop of any concrete = 6'-0". C21) All bar detailing and accessories to be furnished shall conform to typical details and standards in the latest ACI Standard 315 Detailing Manual, except as otherwise shown, noted, or specified. MASONRY M 1) Masonry construction procedures shall comply with the requirements of IBC 2021-section 2104 and TMS 602. Hot and cold weather construction shall comply with TMS 602. M2) Lay units in running bond. Corners shall have a standard bond by overlapping units. M3) Mechanically vibrate immediately after placing and again about 5 minutes later. M4) Maximum grout lift without cleanouts 5'-4" for block walls and 8 in. for grout between wythes in multiple wythe walls. M5) Tie vertical reinforcing at each end and at 8'-0" maximum vertical spacing. M6) Locate control joints in concrete masonry at 20'-0" maximum spacing, unless specified otherwise, but not less than 2'-0" from a bearing plate or jamb of an opening. Provide grouted keyway joint or pre -manufactured joint assembly at all control joint locations in CMU. M7) In 6", 8", 10", and 12" masonry walls, provide vertical reinforcing in the center of grout, at center of the wall, continuous full height of the wall as follows, unless noted otherwise: a) 1 #5 at corners, intersections, wall ends and jambs, and each side of expansion and control joints. b) 1 #5 @ 48" O.C. typical. M8) Grout all reinforced cells solid full height. Grout all cells solid below grade. M9) Lap splices in masonry reinforcing shall be 50 bar diameters. M10) Provide 2 #5 in 8" minimum depth continuous grouted bond beams at all structural floor, roof lines, and the tops of all parapets. See details for other locations. M11) Place bond beam and lintel reinforcing continuously through expansion and control joints, wrapping bars with 1/8" thick bond breaking tape 2'-0" both sides of joint. Do not splice bond beam reinforcing within 6'-0" of an expansion or control joint. M12) Provide continuous wire lath grout barriers below bond beams. M13) Provide ladder type #9 ga. horizontal joint reinforcing at 16" vertical spacing in walls. Lap reinforcing a minimum of 6". Place masonry joint reinforcement in first and second horizontal joints above and below openings in CMU, extend additional layers 16" minimum each side of opening. Terminate joint reinforcing at the control joint. Provide continuity at corners and wall intersections by using prefabricated "L" and "T" sections. M14) Shop drawings shall show location of reinforcement, openings, and control joints, in plan and in elevation. M15) Do not place pipes, ducts, reglets, or chases in concrete masonry without approval of the structural engineer through the architect. LINTELS L1) Provide lintels over all openings and recesses in masonry construction. L2) All lintels shall have a minimum of 8" end bearing. L3) Precast or reinforced masonry lintels shall be made of the same materials as the surrounding walls. Use 1-#5 (minimum) reinforcing bar top and bottom for each 4" nominal width of masonry. L4) Reinforced masonry lintels, with spans exceeding 4'-0", shall be shored until the masonry wall above the lintel has cured. L5) Fill load bearing masonry cores with concrete under all lintel bearing ends. Fill to extend from edge of bearing plate or concrete beam at a 45 degree angle to a joint block courses below. L6) For all openings not otherwise detailed or scheduled, provide reinforced masonry lintel or steel lintel as scheduled. For interior wall lintels where the bottom of the lintel is exposed in the final condition provide reinforced masonry lintels Reinforced Masonry Lintels: Shall be made of the same materials as the surrounding walls and reinforced as follows: 6" CMU Wall Span Lintel 0 to 4'-0" 8" deep lintel W/ 1-#5 bottom 4'-0" to 8-0" 16" deep lintel W/ 1-#5 bottom 8",10" and 12" CMU Wall Span Lintel 0 to 4'-0" 8" deep lintel W/ 2-#5 bottom 4'-0" to 8-0" 16" deep lintel W/ 2-#5 bottom STRUCTURAL STEEL S1) Structural steel details, fabrication, and erection shall conform to AISC 360-16 "Specification for Structural Steel Buildings" and AISC 303-16 "Code of Standard Practice for Steel Buildings and Bridges" unless otherwise shown or specified. S2) High strength bolts shall be installed in accordance with RCSC "Specifications for Structural Joints Using High -Strength Bolts" latest edition. Bolts are designed as bearing -type connections, unless noted otherwise. S3) Use tension control bolts with all high strength bolts requiring fully tightened conditions. S5) All welds to be E70XX electrodes unless noted otherwise. S6) Field connections shall be welded or bolted. Shop connections shall be welded unless otherwise indicated or approved. Welds indicated with a shop weld symbol may be made in the field with the approval of the structural engineer. S7) Unless noted otherwise, all welds shall be continuous 3/16" throat. All full and/or partial penetration welds shall be fully detailed on the shop drawing. S8) Fabricator shall select AISC simple shear connections for steel beams capable of carrying the reaction force when indicated or 75% of the total uniform load for the given size, span, and grade of beam, as tabulated in the AISC tables for allowable loads. S9) Simple shear connections shall be standard double angle or single shear plates, unless noted otherwise. Select connections from the AISC, Simple Shear Connections Design Aid, latest edition whenever possible. All bolted connections shall have minimum 2 bolts, unless noted otherwise. S10) Shop paint structural steel with a standard primer. S11) All steel beams bearing on masonry shall have a minimum of 8 in. of bearing. Provide 3/8" thick bearing plates 1" less in width than the nominal CMU thickness w/ 2 headed studs. Weld beam to bearing plate. S12) Grout under beam bearing plates and column base plates. S13) Embedment of anchors in masonry, grout, or concrete shall be as follows: Headed anchor bolts: 9" with the head at the embedded end. Headed shear studs: 6" with the head at the embedded end, unless noted otherwise. S14) Cuts, holes, openings, etc., required in structural steel members for the work of other trades shall be shown on the shop drawings. Burning of holes and cuts in the field shall not be allowed, except by written authorization from the structural engineer. S15) Furnish and install miscellaneous steel (curbs, hangers, expansion joint angles, struts, etc.) as called for or as necessary per architectural and mechanical/electrical drawings. S16) See architectural drawings for fireproofing of structural steel. Do not prime members which are to receive spray -on fireproofing unless directed by the architect. S17) See specifications for minimum testing requirements for materials, connections, welding, and erection. ADDED ALT ALUM ANCH APPROX ARCH BM BRG BTW N BLKG BD BOT BLDG CIP CNTR CL CLR CFMF COL COMP CONC CMU CONN CONST CONT CONTR CW DEFL DTL DIAG 0 DIM DBL DWG EA EF ELECT EL ELEV EMBED FOR EQ ERECT (E) or EXISTG EXP EXT FS FV FIN FLR FT FTG FDN or FOUND FRMG GA GALV GYP GYP BD HD HT HPC HORIZ IN ID IF INSUL INT JT JST KO LAM KPFF ABBREVIATIONS ADDITIONAL ALTERNATE ALUMINUM ANCHOR APPROXIMATE ARCHITECTURAL AT BEAM BEARING BETWEEN BLOCKING BOARD BOTTOM BUILDING CAST -IN -PLACE CENTER CENTERLINE CLEAR COLD -FORMED METAL FRAMING COLUMN COMPOSITE CONCRETE CONCRETE MASONRY UNIT CONNECTION CONSTRUCTION CONTINUOUS CONTRACTOR CURTAIN WALL DEFLECTION DEGREE DETAIL DIAGONAL DIAMETER DIMENSION DOUBLE DRAWING EACH EACH FACE ELECTRICAL ELEVATION ELEVATOR EMBEDMENT ENGINEER OF RECORD EQUAL ERECTION EXISTING EXPANSION EXTERIOR FAR SIDE FIELD VERIFY FINISH FLOOR FOOT FOOTING FOUNDATION FRAMING GAGE OR GAUGE GALVANIZED GYPSUM GYPSUM BOARD HEADED HEIGHT HIGH-PERFORMANCE COATING HORIZONTAL INCH INSIDE DIAMETER INSIDE FACE INSULATION INTERIOR JOINT JOIST KNOCK OUT LAMINATED LT GA LOC LDH LDV LLBB LLH LLV LONGIT MFR MAS MAT MAX MECH MTL MIN MISC NS NOM NIC NTS # or N0 OC OPNG OPP OD OF PARL d PERP PL PLYW D # OR LB PSI PSF PDF PREFAB PRELIM RAD or R RXN REINF REQD RTN REV SCHED SECT SHTHG SHT SLBB SSLT SIM SPA SPECS SQ STD STL STIFF STRUCT TEMP THRU T&G TRANS TYP UNO VIF VERT WWR W/ WD WP X-BRACING X-STRONG XX-STRONG LIGHT GAGE LOCATION LONG DIM HORIZ LONG DIM VERT LONG LEG BACK-TO-BACK LONG LEG HORIZ LONG LEG VERT LONGITUDINAL MANUFACTURER MASONRY MATERIAL MAXIMUM MECHANICAL METAL MINIMUM MISCELLANEOUS NEAR SIDE NOMINAL NOT IN CONTRACT NOT TO SCALE NUMBER ON CENTER OPENING OPPOSITE OUTSIDE DIA. OUTSIDE FACE PARALLEL PENNY PERPENDICULAR PLATE PLYWOOD POUND POUNDS PER SQ. INCH POUNDS PER SQ.FT. POWER DRIVEN FASTENER PREFABRICATED PRELIMINARY RADIUS REACTION REINFORCING REQUIRED RETURN REVISION SCHEDULE SECTION SHEATHING SHEET SHORT LEG BACK-TO-BACK SHORT SLOTTED HOLE SIMILAR SPACE SPECIFICATIONS SQUARE STANDARD STEEL STIFFENER STRUCTURAL TEMPERATURE THROUGH TONGUE & GROVE TRANSVERSE TYPICAL UNLESS NOTED OTHERWISE VERIFY IN FILED VERTICAL WELDED WIRE REINF WITH WOOD WORKING POINT CROSS BRACING EXTRA STRONG DOUBLE EXTRA STRONG THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. CO 5 RFI 18 Date 12/1/2023 10/17/2023 Description CHANGE ORDER 5 RFI 18 Issue Date : 3/22/2023 Designed By : Drawn By : Reviewed By : Sheet Title STRUCTURAL NOTES Category Sheet 50.01 City of Waterloo Contract No. 1076 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT NORTH SPLASH PAD BUILDING FOUNDATION PLAN 1/4" = 1'-0" - REFERENCE TYPICAL FOUNDATION DETAILS ON SHEET S501 - REFERENCE C1/S5.01 FOR HATCH OPENING PLAN c 0 0 O (5) 33'-4 3/8" 3 7/8" Jr 4'-9 3/8" 4'-9 3/8" 4'-9 3/8" 4'-8" 4'-9 3/8" 4'-9 3/8" 4'-9 3/8" -3'-0" 2'-0"X1-0" CONTFTG REINF W/ 2-#5 CONT BOT & #4 @ 18" OC TRANS 8" CONC WALL REINF W/ #5@16" VERT & #5@18" OC HOR Ll/ c) O 9 c) O 4 4'-0" r L 00 co O 9 N 4'-0" 9 co 4'-0" -3'-0" 2'-0"X1'-0" CONT FTG REINF W/ 2-#5 CONT BOT & #4 @ 18" OC TRANS r B2 !1 L_ _ XXX XXB<XXXXX STEP F -3'-0"TYP AT ALL INT FTGS STEM FTG I► X X XXXXXX 13'-4" PROVIDE #4X1'-0" EPDXY I i DWLS @ 12" OC FROM SLAB TO PIT WALL (4" EMBED) i STEP FTG I I 9 0 6"' J 1 -3'-0" 12" THICK CONC SLAB W/#5@12"OC A WAY TOP & BOT (TOC =-8'-0") 8" CONC FDN WALL W/ #4 @ 12" OC EW 12" THICK CONC SLAB W/ 1 #5@12"OCEWTOP& BOT (TOC=-3'-0") -8'-0" A 4 1 r XX; X 0000< XXXX 4 40 4 4 4 4 8" CONC FDN WALL BELOW TOW EL = -0'-8" REINF W/ #4 @ 12"OCHOR &#4@ 16"VERT - TYP AT ALL INT WALLS L _ _ _ - - -j XX-XXX XXXXXX X 1'-4"X1'-0" CONC FTG W/ 2-#5 CONT - TYP AT ALL INT WALLS CONC SLAB ON RADE OVER 2'-7" F EE-DRAINING GR NULAR FILL - TYP 5'-1 3/8" 9't11" /\, 4'-0" 0-8"X3'-6" CONC FTG WALL W/ #4 @ 12" OC EA WAY �B3\ S5.01 TYP @ STOOP 9 v -3'-0" 2'-0"X1'-0" CONT FTG REINF W/ 2-#5 CONT BOT & #4 @ 18" OC TRANS 4'-0" 9 bo 7 9 zzr 4'-0" Co — 7 [11-1— J J 4'-0" 9 9 0 N - 7 9 zzr 8" CONC WALL REINF W/ #5© 16" VERT & #5@18" OC HOR 2'-0"X1'-0" CbNT FTG REINF W/ 2-#5 CONT BOT & #4 @ 18" OC TRANS -3'-0" A3 S5.01 THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date Description CO 4 CO 5 9/14/2023 CHANGE ORDER 4 12/1/2023 CHANGE ORDER 5 RFI 17 RFI 18 10/24/2023 RFI 8 10/17/2023 RFI 18 Issue Date : 3/22/2023 Designed By : Drawn By : Reviewed By : Sheet Title SPLASH PAD BUILDING FLOOR PLAN Category Sheet 51.10 City of Waterloo Contract No. 1076 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT NORTH 1 SPLASH PAD BUILDING ROOF FRAMING PLAN 1/4" = 1'-0" • SEE STRUCTURAL NOTES FOR LINTEL SIZES 0 CO c'r) 0 co 9 N co 9 N 1 t-10 7/8" TRUSS BRG EL = +9'-5 1/2" 8" CMU WALL W/ #5 @ 48" OC - GROUT REINFORCED CELLS SOLID 2'-3 7/8" 33'-4 3/8" 4'-9 3/8" 4'-9 3/8" 4'-9 3/8" 4'-8" 4'-9 3/8" 4'-9 3/8" 4'-9 3/8" (8) '(2'-3 7/8" 8" CONC WALL REINF W/ #5©16" TRUSS BRG EL = +9'-5 1/2" OC VERT & #5@18" OC HOR PRE-ENGINEERED WOOD TRUSSES @ 2'-0" OC 5/8' APA SHEATHING GIRDER TRUSS l i 8" LOAD REINF W/ @ INT BARING 1EARING CMU WA #4 @ 4'-0" O.C. - T WALLS L P i GIRDER TRUSS 5/8" APA SHEATHING PRE-ENGINEERED WOOD TRUSSES @ 2'-0" OC TRUSS BRG EL = +9'-5 1/2" / 8" CONIC WALL REINF W/ #5@16" OC V RT & #5@18" OC I-I0R 0 0 w rn 1- O 0 w w w z 0 z w w ry a 8" CMU WALL W/ #5 © 48" OC -GROUT REINFORCED CELLS SOLID TRUSS BRG EL = +9'-5 1/2" THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPEcLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued NO. CO 4 CO 5 Date 9/14/2023 12/1/2023 Description CHANGE ORDER 4 CHANGE ORDER 5 Issue Date : 3/22/2023 Designed By : Drawn By : Reviewed By : Sheet Title SPLASH PAD BUILDING ROOF PLAN Category Sheet City of Waterloo Contract No. 1076 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT co 0 N co 8" CONC WALL REI 16" VERT & #5@18" 2'-6"X1'-0" CONT FT W/ 2-#5 CONT TOP @18"OCTOP &BO 14'-8" 12'-0" 12'-0" 12'-0" 14'-8" 14 2'-6"X1'-0" CONT FTG REINF W/ 2-#5 CONT TOP & BOT & #4 -3'-0" 18" OC TOP & BOT TRANS 8" CONC WALL REINF W/ #5@16" VERT & #5 (a�18" OC HOR t 5" CONC SLAB ON - GRADE (TOC EL = +0'-0") 8" CONC FDN 1 # 5@12" OC E/ 1 � I< I I 4 5" CONC SLAB SLOPES -ON -GRADE 3'-0"X1'-0" CONT FTG REINF W/ 1A4 1 I 1 1 I I _ I I 1 1 S5.03 1 1 SB 01 3-#5 CONT 18" OC TOP & BOT & #4 @ TOP & BOT TRANS 1 1 I 1 I 1 I 1 1 1 1 -3'-0" E 1 1 1 1 1 L__I L J L--T -J LJ L-J1 1 L J - X X X X XXXXXXXXXXXXX X X XXXXi co /X I 1 — — r 1 D4 1 1 S5.01 1 -3'-0" 1 TOC EL = 2'-4" I I 6'-0"X6'-0"X1'-0" FTG 24" CONC WALL W/ 6-#5 BOT EA WAY VERT & #5@12" 5" CONC SLAB -ON -GRADE l REINF W/ #5@16" OC HOR EF 1 6'-0"X6'-0"X1'-0" FTG W/ 6-#5 BOT EA WAY I I 1 8" CONC \A W/ #5@16" @18" OC I- 2'-6"X1'-0" I W/ 2-#5 CC @18"OC- JFW/#5 OC HOR G REINF 1 (TOC EL = +2'-4") \ co a_ 1 &BOT &#4 T TRANS 1 1 A3 f S5.03 2'-6"x2'-6" CONC 2'-6"x2'-6" CONC -3'-0" 1 PIER W/ 8-#10 VERT PIER W/ 8-#10 VERT D4 r 1 1 & #3 TIES @ 16" OC 1 6'-0"X6'-0"X1'-0" FTG 1 r 1 & #3 TIES @ 16" OC 7 I/— 6'-0"X6'-0"X1'-0" FTG W/ S5.01 I 1 /l W/ 6-#5 BOT EA WAY 1 6-#5 BOT EA WAY -3'-0" ' 8" CONC FDN WALL i ; -3'-0" 1 L 1 1 - L TOC EL = 1'-8" J l/ L J 2'-0"X1'-0" CONT FTG -3'-0" SIM /_ REINF W/ 2-#5 CONT BOT [-silk A NORTH AMPHITEATER FOUNDATION PLAN 1/4" = 1'-0" ALL W/ WAY ALL REINF VERT & #5 OR ONT FTG REINF NT TOP & BOT & #4 OP & BOT TRANS THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. CO 5 RFI 18 Date 12/1/2023 10/17/2023 Description CHANGE ORDER 5 RFI 18 Issue Date : 3/22/2023 Designed By : Drawn By : Reviewed By : Sheet Title AMPHITHEATER FOUNDATION PLAN Category Sheet S2.1O City of Waterloo Contract No. 1076 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT 14'-8" 12'-0" 12'-0" 12'-0" 14'-8" Co Co HSS6X4X3/8 NORTH 6'-0" 12'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" N X 0 X 0 cn HSS 10X6X1 /2 HSS 10X6X1 /2 HSS10X6X1/2 N W W Q o Q > v) > cn HSS 10X6X1 /2 W W Q o Q > v) > cn \`b X 0 x cn HSS 10X6X1 /2 w > HSS 10X6X1 /2 En— w > ( 13'-6 7/8") 5/8" APA RATED SHEATHING OVER 2X6 T&G DECKING HSS14X6X1/2 HSS 10X6X1 /2 w > 0 x cn HSS 10X6X1 /2 N w 0 En— x 0 > � cn > HSS6X4X3/8 N N x In' x 0 W_ CO o o Q c/) > c/) v) U) _ _ AMPHITHEATER ROOF FRAMING PLAN ( 14'-11 1/8" ) x cn cn X x cn cn X HSS10X6X 1/4" = 1'-0" THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued NO. CO 5 Date 12/1/2023 Description CHANGE ORDER 5 Issue Date : 3/22/2023 Designed By : Drawn By : Reviewed By : Sheet Title AMPHITHEATER ROOF FRAMING PLAN Category Sheet S2.11 City of Waterloo Contract No. 1076 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT 1 NORTH co M co M 9 M CO 0 9 En 8" CONC WALL REINF W/ #5@ 16" VERT & #5@18" OC HOR 1-6"X1'-0" CONT FTG REINF W/ 2-#5 CONT BOT & #4 @ 18" OC TRANS de 3 7/8" "I 32'-0" 4'-6 5/8" S5.04 4'-6 5/8" 13'-113/4" 8" CONC WALL REINF \A/#5@ 16" VERT & #5@18" OC HOR /i4 1/8' 4'-0" 4'-6 5/8" 4'-8" 4'-8" CONT FTG REINF W/ 2-#5 CONT BOT &#4@18"OC RANS AMPHITHEATER RESTROOM FOUNDATION PLAN co 4'-6 5/8" 4'-6 5/8" 13'-11 3/4" 8" CONC WALL REINF W/ #5@16" VERT & #5@18" QC HOR 4'-0" 4 1/8" « "1 f )r)( CONT FTG REIN W/2-#5CONT BOT &#4@18" OC TRAMS 4'-6 5/8" 3 7/8" -3'-0" B1 S5.04 4'-0" co 9 9 TYP @ STOOP 1'-6"X1'-0" CONT FTG REINF W/ 2-#5 CONT BOT &#4@ 18" OC TRANS 8" CONC WALL REINF W/ #5@ 16" VERT & #5@18" OC HOR j 1/4" = 1'-0" • REFERENCE TYPICAL FOUNDATION DETAILS ON SHEET S501 THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. CO 5 Date 12/1/2023 Description CHANGE ORDER 5 Issue Date : 3/22/2023 Designed By : Drawn By : Reviewed By : Sheet Title AMPHITHEATER RESTROOM FLOOR PLAN Category Sheet S3.1O City of Waterloo Contract No. 1076 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT co M 9 (O M NORTH CO TRUSS BRG EL = +9'-5 1/2" 32'-0" 4'-6 5/8" 4'-6 5/8" 4'-6 5/8" 4'-8" 4'-6 5/8" 4'-6 5/8" 4'-6 5/8" 1 /(2'-3 7/8" C1 S5.03 8" CMU WALL W/ #5 © L8" TRUSS BRG EL = +9'-5 1/2" O.C. -(GROUT REINFOR ED CELL SOLID PRE-ENGINEERED WOOD TRUSSES @ 2'-0" OC 5/8" APA SHEATHING �I I GIRDER TRUSS J 0 TRUSS BRG EL = +9'-5 1/2" - 0 TYP @INT BEARING WALLS 5/8" APA SHEATHING A w cn B3 1- 8" CMU WALL W/ #5 © 48" O.C. -GROUT REINFORCED CELLS SOLID C1 S5.03 — — — _ — — — GIRDER TRUSS S5.03 0 0 I I w 8" LOAD BEARING CMU WALL w REINF W/ #4 @ 4'-0" O.C. - TYP Z @ INT BEARING WALLS z w w c a 1 i co 5/8" APA SHEATHING PRE-ENGINEERED WOOD TRUSSES @ 2'-0" OC W8X10 ( 9'-4„ ) TRUSS BRG EL = +9'-5 1/2" A3 S5.04 AMPHITHEATER RESTROOM ROOF FRAMING PLAN 1/4" = 1'-0" SEE STRUCTURAL NOTES FOR LINTEL SIZES 8" CMU WALL W/ #5 @ 48" O.C. -GROUT REINFORCED CELLS SOLID 8" CMU WALL W/ #5 @ 48" O.C. -GROUT REINFORCED CELLS SOLID TRUSS BRG EL = +9'-5 1/2" THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued NO. CO 5 RFI 18 Date 12/1/2023 10/17/2023 Description CHANGE ORDER 5 RFI 18 Issue Date : 3/22/2023 Designed By : Drawn By : Reviewed By : Sheet Title AMPHITHEATER RESTROOM ROOF PLAN Category Sheet S3.11 City of Waterloo Contract No. 1076 ti GRID 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT 2'-0" 2x4 KEY IF CONSTRUCTION / JOINT IS DESIRED 2'-0" 4 la PROVIDE CORNER REINF SAME SIZE & SPACING AS HORIZ REINF WALL INTERSECTION D1 TYP CONC WALL PLANS / 1/2" = 1'-0" CONC FDN WALL BELOW - SEE PLAN #5 EA FACE - 4 SIDES TYP LAP #5 HOOKED DOWEL @ TRIM BAR INTO CONC FDN WALL THUS: 1'-6" 1'-6" CMU WALL - SEE PLAN #5X1'-8" EA FACE @ 45° @ EA CORNER OF OPENING - TYP l'-0 1 /4"L A 9 N WALL CORNER CMU WALL - SEE PLAN LAP #5 HOOKED DOWEL @ TRIM BAR INTO CONC FDN WALL THUS: 1'-6" �I� /7/// /7/ f �, p Y 2'-0" TYP - - __ 4j�/:�T d -r 1'-6" D3 SLAB JOINT -SEE TYP DTL CONSTRUCTION JOINT -SEE TYP DTL CENTERLINE OF COLUMN & BASE PLATE ti o 5 STL COLUMN - SEE PLAN BASE PLATE PLACE CONC CAP AFTER ADJACENT SLABS ARE IN PLACE TYP CONCRETE CAP 3/4" = 1'-0" 3/4" CHAMFER DWLS TO MATCH VERT REINF (C2) WALL & SLAB @ FDN % 3/4" = 1'-0" GRID B2 PROVIDE 1" CLEAR COVER TO REINF @ ALL SIDES HATCH OPENING CONC SLAB - SEE DTL A4/S5.01 FOR THICKNESS & REINF • NON -TRIM BAR REINFORCEMENT SHOWN IN HALFTONE FOR CLARITY Al HATCH OPENING REINF PLAN 1/2" = 1'-0" CMU WALL -SEE PLAN FOR SIZE & REINF-GROUT ALL REINF CELLS SOLID GROUT ALL CELLS SOLID BELOW TOP OF SLAB CONC SLAB- SEE PLAN ti EL -SEE PLAN 1/2" EXP JT MATERIAL CONC SLAB - SEE PLAN EL -SEE PLAN 4 GRANULAR FILL - SEE PLAN CONC WALL - SEE PLAN FOR SIZE & REINF SEE PLAN FOR FTG SIZE & REINF EL -SEE PLAN MASONRY DWLS TO MATCH VERT REINF 1/2" EXP JT MATERIAL GRIND PROTECTION ANGLE - SEE ARCH U w w SEE ARCH SEE ARCH U\ Ct w w 4#4@12" 2-#4 CONT o� o #4 DWL @ 2'-0" CONC SLAB - SEE PLAN EL -SEE PLAN ao #4@12" 2-#4 CONT AMPHITHEATER STEPS 1/2" = 1'-0" 3" CONC SLAB W/ #4 @ 12" OC EA WAY EL -SEE PLAN AL CONC WALL - SEE PLAN FOR SIZE & REINF CONC FTG- SEE PLAN FOR SIZE & REINF EL -SEE PLAN CMU WALL @ FOOTING 3/4" = 1'-0" GROUT ALL CELLS SOLID BELOW TOP OF SLAB GRID \ 3/8" CHAMFER CO 4 CMU WALL - SEE PLAN FOR SIZE & REINF 1/2" EXP JT MATERIAL CONC SLAB - SEE PLAN MASONRY DWLS TO MATCH VERT REINF 8" CONC FDN WALL W/#5@12"OC CONC FTG- SEE PLAN FOR SIZE & REINF EL -SEE PLAN A2 WALL & SLAB @ FDN 3/4" = 1'-0" CO B3 3 SEE PLAN #4 DOWELS THUS: 2'-0" 2'-0" SLOPE DOWN 4—• 3" VOID FORM #4 @ 12" OC #4 @ 12" OC SEE PLAN FOR FTG SIZE & REINF 8" CONC WALL REINF W/ #5@ 16" VERT & #5@18" OC HOR DWLS TO MATCH VERT REINF CONC FTG- SEE PLAN FOR SIZE & REINF EL -SEE PLAN 4aa 4 • - , 4 1/2" EXP JOINT MAT CONC SLAB - SEE PLAN CO \EL -SEE PLAN® CONC WALL - SEE PLAN FOR REINF Y EL -SEE PLAN d� TYP ENTRANCE STOOP 3/4" = 1'-0" CO GRID 77—\// DWLS TO MATCH, VERT REINF ��%X, ° 1/2" EXP JT MATERIAL CONC SLAB - SEE PLAN EL -SEE PLAN WALL & SLAB @FDN GRANULAR FILL - SEE PLAN CONC WALL - SEE PLAN FOR SIZE & REINF SEE PLAN FOR FTG SIZE & REINF EL -SEE PLAN IS 3/4" = 1'-0" CMU WALL - SEE PLAN FOR SIZE & REINF - GROUT ALL REINF CELLS SOLID CONC SLAB - SEE PLAN 3/4" CHAMFER DWLS TO MATCH VERT REINF °I 1/2" EXP JOINT MAT CONC SLAB - SEE PLAN CONC WALL - SEE PLAN FOR SIZE & REINF SEE PLAN FOR FTG SIZE & REINF 4- ( D, WALL & SLAB @ FDN 3/4" = 1'-0" WWR EL -SEE PLAN 2x4 KEY CONT 1'-0" x CONC SLAB - SEE PLAN CONSTRUCTION JOINT WWR / SAW -CUT JOINT CONC SLAB - SEE PLAN SAW -CUT JOINT C4 TYP CONC SLAB JOINTS \ ) 3/4" = 1'-0" • CONCRETE SLAB JOINTS SHALL BE EITHER CONSTRUCTION OR SAW -CUT JOINTS • LOCATE CONSTRUCTION JOINTS ON COLUMN CENTERLINE • LOCATE SAW -CUT JOINTS BETWEEN CONSTRUCTION JOINTS • LOCATE SLAB JOINTS AT PARTITIONS WHERE POSSIBLE • MAXIMUM SPACING OF SLAB JOINTS SHALL NOT EXCEED 15'-0" IN ANY DIRECTION 8" CMU W/ #5 @ 48" OC - GROUT ALL REINF CELLS SOLID MASONRY DOWELS TO MATCH VERT REINF CONC SLAB - SEE PLAN EL -VARIES GRID SEE PLAN 64� AMPHITHEATER FDN 1/2" = 1'-0" 1/2" EXP JT MATERIAL CONC SLAB - SEE PLAN EL -SEE PLAN 3-#5 CONT #5 @ 2'-0" OC CONC WALL - SEE PLAN FOR SIZE & REINF SEE PLAN FOR FTG SIZE & REINF EL -SEE PLAN 16 GRID DWLS TO MATCH VERT REINF #5@12"OCEA WAY TOP & BOT #5 DOWELS @ 12 OC CONC WALL - SEE PLAN FOR SIZE & REINF CONC MAT FTG- SEE PLAN FOR SIZE & REINF A4 l PIT WALL FDN 3/4" = 1'-0" CONC SLAB - SEE PLAN EL -SEE PLAN #5 @ 12" OC EA WAY EA FACE CONT WATERSTOP EL -SEE PLAN THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date Description CO 4 CO 5 9/14/2023 CHANGE ORDER 4 12/1/2023 CHANGE ORDER 5 RFI 18 10/17/2023 RFI 18 Issue Date : 3/22/2023 Designed By : Drawn By : Reviewed By : Sheet Title S TRUCTURAL DETAILS Category Sheet 55.01 City of Waterloo Contract No. 1076 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT 1/2" HILTI HAS-E RODS DRILL & EPDXY W/ HILTI HIT-HY200 (6" EMBED) SET PER SUPPLIER LOCATIONS Z_ 2 (9 COL BY SHELTER SUPPLIER 2'-6" DIA 3/4" CHAMFER w 0 w >� O m g 1- N 3" CLEAR COVER (ALL SIDE) 6-#6 VERT REINF TYPICAL PICNIC SHELTER COLUMN FTG 3/4" = THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued NO. CO 4 CO 5 Date 9/14/2023 12/1/2023 Description CHANGE ORDER 4 CHANGE ORDER 5 Issue Date : 3/22/2023 Designed By : Drawn By : Reviewed By : Sheet Title STRUCTURAL DETAILS Category Sheet 55.02 City of Waterloo Contract No. 1076 GRID GRID 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT SEE PLAN WOOD DECKING & SHEATHING - SEE PLAN 8" BOND BEAM WITH #5 CONT 2X6 FACIA - SEE ARCH X X PRE-ENGINEERED WOOD TRUSS - SEE PLAN 2X4 BLOCKING BETWEEN EA TRUSS TRUSS BRG 4111 EL -SEE PLAN HOLDDOWN @ EA TRUSS 2X4 TREATED BOT PL W/ 5/8" DIA EXP ANCHOR @ 4'-0" O.C. OR EQUIVALENT CMU WALL - SEE PLAN FOR SIZE & REINF C1\ TRUSS BEARING @ EXTERIOR WALL WOOD DECKING & SHEATHING - SEE PLAN PRE-ENGINEERED WOOD TRUSS - SEE PLAN TRUSS BRG g EL -SEE PLAN HOLDDOWN @ EA TRUSS 2x4 TREATED BOT PL W/ HILT! 5/8" DIA HUS SCREW @ 48" O.C. OR EQUIVALENT CONC WALL - SEE PLAN FOR SIZE & REINF B1 TRUSS BEARING @ EXTERIOR WALL SEE PLAN WOOD DECKING & SHEATHING - SEE PLAN STL BEAM - SEE PLAN 2X6 FACIA - SEE ARCH SLOPED DECK OVERHANG PRE-ENGINEERED WOOD TRUSS - SEE PLAN 2X4 BLOCKING BETWEEN EA TRUSS TRUSS BRG 41111 EL -SEE PLAN AI HOLDDOWN @ EA TRUSS 2x4 TREATED BOT PL W/ (2)- TFP1475 SCREW @ 2'-0" O.C. OR EQUIVALENT 1" = 1'-0" CO PRE-ENGINEERED WOOD TRUSS - SEE PLAN WOOD DECKING & SHEATHING - SEE PLAN TRUSS BRG EL SEE PLAN 2X4 BOT PL 8" BOND BEAM WITH #5 CONT GRID 2-2X4 BTWN TRUSSES SIMPSON H2.5A @ EA TRUSS CMU WALL - SEE PLAN FOR SIZE & REINF 63 I TRUSS BEARING @ INTERIOR WALL 1" = 1'-0" GRID 1/4/ 1 1/2" GROUT 1/2" EXP JOINT MATERIAL CONC SLAB - SEE PLAN 2 TIES @ TOP OF PIER DOWEL VERT WALL REINF INTO FTG rrn,d STL COL -SEE PLAN 1'-6"X1'-6"X1" BASE PL W/ 4-3/4" HEADED ANCHORS CONC CAP -SEE TYP DTL DEL -SEE PLAN 5-11 0 CONC SLAB -SEE PLAN CONC PIER - SEE PLAN CONC FTG-SEE PLAN FOR SIZE & REINF EL -SEE d d d • a A• Ta • • A3 COL @ CONC PIER 3/4" = 1'-0" N� 8" CMU W/ #5 @ 48" OC - GROUT ALL REINF CELLS SOLID 1'-0"X0'-8"X1" BASE PL W/ 4-3/4" HEADED ANCHORS MASONRY DOWELS TO MATCH VERT REINF 1 1/2" GROUT CONC SLAB - SEE PLAN EL -VARIES GRID SEE PLAN Dg0g0c' SEE PLAN FOR FTG SIZE & REINF II dd STL COL - SEE PLAN \ 1/4 1/2" EXP JT MATERIAL CONC SLAB - SEE PLAN EL -SEE PLAN 3-#5 CONT #5 @ 2'-0" OC CONC WALL - SEE PLAN FOR SIZE & REINF A4 AMPHITHEATER FOUNDATION EL -SEE PLAN 3/4" = 1'-0" THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued NO. CO 4 CO 5 Date 9/14/2023 12/1/2023 Description CHANGE ORDER 4 CHANGE ORDER 5 Issue Date : 3/22/2023 Designed By : Drawn By : Reviewed By : Sheet Title S TRUCTURAL DETAILS Category Sheet 55.03 City of Waterloo Contract No. 1076 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS O 1— } a_ 0 PROVIDE DURAGRID PANEL CLIP HOLDOWN @ 2'-0" O.C. 1-4000 1-1/2" DURAGRID GRATING N ` PROVIDE SIMPSON DROP IN ANCHOR TO RECEIVE GRATING CLIP FASTENER CONC MAT FTG- SEE PLAN FOR SIZE & REINF ° as ° CONC SLAB - SEE PLAN #4 DOWELS © 2'-0" OC THUS: 2'-0" 2'-0" CONC FDN WALL - SEE PLAN FOR SIZE & REINF EL -SEE PLAN IF MULTIPLE GRATE PANELS ARE REQUIRED, INSTALL DURAGRID 1-4000 INSERT CLIP HOLD-DOWNS, MODEL #758 AND 1 1/2"X1 1/2"X3/16" PVC ANGLE UNDERBAR AT MIDSPAN TO CONNECT MULTIPLE PANELS IF SUMP IS LONGER THAN 60". IF MULTIPLE PANELS ARE REQUIRED, THEY ARE TO BE EQUAL LENGTHS. Cl SUMP PIT DETAIL 3/4" = 1'-0" 3/8" CHAMFER co <V DWLS TO MATCH \ VERT REINF GRID SEE PLAN T < I � Il _1 4 CMU WALL - SEE PLAN FOR SIZE & REINF MASONRY DWLS TO MATCH VERT REINF 1/2" EXP JT MATERIAL CONC SLAB - SEE PLAN pot === ...c7OcAllic24111 EL -SEE PLAN GRANULAR FILL - SEE PLAN CONC FDN WALL - SEE PLAN FOR SIZE & REINF SEE PLAN FOR FTG SIZE & REINF EL -SEE PLAN \B1\ WALL & SLAB @ FDN \ / 3/4" = 1'-0" Al FOUNDATION WALL 3'-0" LAP — WALL REINF r — — _ — J FTG REINF — i 1'-0" MIN CONTRACTOR'S OPTION- SLOPE 4'-0" NOMINAL (3'-0" MINIMUM) TYPICAL STEPPED FTG GROUT CELLS SOLID @ SUMP PIT 3/8" CHAMFER,N\ CMU WALL - SEE PLAN FOR SIZE & REINF PROVIDE DURAGRID PANEL CLIP HOLDDOWN @ 2'-0" OC 1-4000 1-1/2" DURAGRID GRATING EL -SEE PLAN Alji L3X3X1/4 CONT - W/ 1/2" HILT! KWIK HUS-EZ BOLT @ 2'-0" OC OR EQUIVALENT MASONRY DWLS TO MATCH VERT REINF 8" CONC FDN WALL W/ #5 @ 12" OC SEE PLAN FOR FTG SIZE & REINF EL -SEE PLAN IF MULTIPLE GRATE PANELS ARE REQUIRED, INSTALL DURAGRID 1-4000 INSERT CLIP HOLD-DOWNS, MODEL #758 AND 1 1/2"X1 1/2"X3/16" PVC ANGLE UNDERBAR AT MIDSPAN TO CONNECT MULTIPLE PANELS IF SUMP IS LONGER THAN 60". IF MULTIPLE PANELS ARE REQUIRED, THEY ARE TO BE EQUAL LENGTHS. SUMP PIT DETAIL 3/4" = 1'-0" GRID SEE PLAN FASCIA - SEE ARCH WL-SEE ARCH \ 1/4" CAP PLATE - GRIND\ SMOOTH/ 11 STL BEAM - SEE PLAN 1/2" BOT PL CONT C3 TAPERED EXTERIOR BEAM CONN / 1" = 1'-0" :1\ BUILD CMU TIGHT TO STL BEAM 7"X4"X1/4" BRG PL W/ 2- 3/4"0x6" HEADED ANCH EA END LINTEL AT CMU WALL WOOD DECKING & SHEATHING - SEE PLAN CMU WALL - SEE PLAN FOR SIZE & REINF WELD CMU REINF TO TOP OF LINTEL BM STL BEAM - SEE PLAN 1/4 V 2@12 1 1/2" = 1'-0" FASCIA - SEE ARCH 4EL-SEE ARCH 1/4" CAP PLATE GRIND SMOOTH SEE PLAN STL BEAM - SEE PLAN 3/8" CAP PLATE GRID C4 TAPERED EXTERIOR BEAM CONN 1" = 1'-0" FASCIA - SEE ARCH L-SEE ARCH 1/4" CAP PLATE GRIND SMOOTH B4 1". i'-o" SEE PLAN STL BEAM - SEE PLAN 1/2" BOT PL CONT kEL-SEE ARCH 8" BOND BEAM WITH #5 CONT CMU WALL - SEE PLAN FOR SIZE & REINF 1/4 1/4 3/8" CAP PLATE WOOD DECKING & SHEATHING - SEE PLAN STL COL - SEE PLAN GRID TAPERED EXTERIOR BEAM CONN FASCIA - SEE ARCH SEE PLAN WOOD DECKING & SHEATHING - SEE PLAN EL -SEE PLAN STL COL - SEE PLAN GRID STL BEAM - SEE PLAN WOOD DECKING AND SHEATHING - SEE PLAN 1/4 1/4 ."""\ 1/4 1/4" CAP PLATE GRIND SMOOTH EXTERIOR BEAM CONN 1" = 1'-0" 1/2" BOT PL CONT EL -SEE PLAN — STL COL - SEE PLAN THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date Description CO 4 CO 5 9/14/2023 CHANGE ORDER 4 12/1/2023 CHANGE ORDER 5 RFI 17 10/24/2023 RFI 8 Issue Date : 3/22/2023 Designed By : Drawn By : Reviewed By : Sheet Title STRUCTURAL DETAILS Category Sheet 55.04 City of Waterloo Contract No. 1076