Example - Olofson Shooting Range Drawings.pdf

PDF 22 MB Posted May 21, 2025

Attached to: Cody Shooting Complex - Phase 2
Solicitation number: 25CRDLWBGANTO-0016
Issued by: Scott County, Iowa

About this file

Written by GovTribe AI · May 23, 2025

The provided document is a comprehensive set of architectural and engineering drawings for the Training Center and Range Renovation at the Olofson Shooting Range, located at 11652 NW Nissen Drive in Polk County, Iowa, prepared by the Iowa Department of Natural Resources' Land and Waters Bureau, Conservation and Recreation Division. The drawings, dated August 31, 2016, with project number 16-02-77-02, detail a renovation project for an existing shooting range facility, including architectural plans, mechanical systems, electrical infrastructure, plumbing layouts, and site development drawings. The plans cover multiple aspects of the project, including office building renovations, shooting range structures, site grading, utility installations, and specialized facilities like garage and tank storage areas.

The drawings provide extensive technical specifications for a multi-component renovation, featuring detailed plans for three shooting ranges (50-yard and 100-yard configurations), a training center with office spaces, restrooms, and support facilities. The project includes mechanical systems with radiant floor heating, ventilation equipment, and electrical systems with comprehensive lighting and power distribution plans. While specific budget details are not explicitly outlined in the drawings, the extensive and thorough nature of the documentation suggests a significant capital investment in modernizing and expanding the Olofson Shooting Range's capabilities. The plans demonstrate a comprehensive approach to facility improvement, focusing on functional upgrades, accessibility, and infrastructure enhancement for a specialized training and recreational shooting facility.

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A-002

W A

, N O

PROJECT NUMBER:

DATE:

NO. DATE

BY REVISION

DRAWN BY:

CHK'D BY:

SHEET No:

C O

N T:

16-02-77-02

08.31.2016

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AutoCAD SHX Text Steel Studs — Channel shaped, 3-5/8 in. wide (min), 1-1/4 in. legs, 3/8 in. Channel shaped, 3-5/8 in. wide (min), 1-1/4 in. legs, 3/8 in. folded back returns, formed from min No. 25 MSG galv steel spaced 24 in. OC max. Batts and Blankets — Mineral wool or glass fiber batts partially or completely Mineral wool or glass fiber batts partially or completely filling stud cavity. Gypsum Board — 5/8 in. thick, 4 ft wide, attached to studs and floor and 5/8 in. thick, 4 ft wide, attached to studs and floor and ceiling track with 1 in. long, Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly.JOINTS STAGGERED 24" EACH LAYER AND SIDE. SOUND TESTED WITH 3-1/2" GLASS FIBER FRICTION FIT IN STUD SPACE. Joint Tape and Compound — Vinyl, dry or premixed joint compound, applied Vinyl, dry or premixed joint compound, applied in two coats to joints and screw heads; paper tape, 2 in. wide, embedded in first layer of compound over all joints.

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THICKNESS:

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MIN. 4 7/8"

AutoCAD SHX Text Design No. U465/ 55 TO 59 STC SOUND

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FINISHED CEILING AS SCHEDULED.

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ROOF/FLOOR DECK.

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FLOOR BASE AS SCHEDULED.

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FLOOR TYPE AS SCHEDULED.

AutoCAD SHX Text 1/2" REWALL ESSENTIAL BOARD OVER OVER 2X4 WOOD STUDS @ 16"O.C. HEAVY ORANGE PEEL.

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4" SOUND BATT. INSULATION (TYP.)

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4" SOUND BATT. INSULATION (TYP.) EXTEND 24" FROM ADJACENT INTERIOR WALLS ONLY

AutoCAD SHX Text COMPRESSIBLE FIRE RATED FILLER & CONT. SEALANT TYPICAL AT ALL RATED WALL ASSEMBLIES.

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ROOF/FLOOR DECK. REFER TO SHELL BLDG. CONSTRUCTION DRAWINGS.

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FINISH CEILING AS SCHEDULED.

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FLOOR BASE AS SCHED.

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FLOOR TYPE AS SCHED.

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8" SIP PANEL WALL AS SPECIFIED.

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EXTERIOR CEMENT BOARD SIDING OVER BUILDING WRAP, AS SCHEDULED.

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1/2" REWALL ESSENTIAL BOARD, FINISH LIGHT ORANGE PEEL.

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ROOF/FLOOR DECK

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FINISHED CEILING AS SCHEDULED.

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ROOF/FLOOR DECK.

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FLOOR BASE AS SCHEDULED.

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FLOOR TYPE AS SCHEDULED.

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1/2" REWALL ESSENTIAL BOARD OVER OVER 2X6 WOOD STUDS @ 16"O.C. HEAVY ORANGE PEEL

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4" SOUND BATT. INSULATION (TYP.)

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4" SOUND BATT. INSULATION (TYP.) EXTEND 24" FROM ADJACENT INTERIOR WALLS ONLY

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ROOF/FLOOR DECK.

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FLOOR BASE AS SCHEDULED.

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FLOOR TYPE AS SCHEDULED.

AutoCAD SHX Text 1/2" REWALL ESSENTIAL BOARD OVER OVER 2X4 WOOD STUDS @ 16"O.C., FINISH PUBLIC SIDE ONLY, STORAGE & MECHANICAL TAPE JOINTS & PAINT ONLY.

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4" SOUND BATT. INSULATION (TYP.)

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FINISHED CEILING AS SCHEDULED.

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4" SOUND BATT. INSULATION (TYP.) EXTEND 24" FROM ADJACENT INTERIOR WALLS ONLY

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ROOF/FLOOR DECK.

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FLOOR BASE AS SCHEDULED.

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FLOOR TYPE AS SCHEDULED.

AutoCAD SHX Text 1/2" REWALL ESSENTIAL BOARD OVER OVER 2X4 WOOD STUDS @ 16"O.C., TAPE JOINTS & PAINT ONLY.

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4" SOUND BATT. INSULATION (TYP.)

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ROOF/FLOOR DECK.

AutoCAD SHX Text 1/2" CDX PLYWOOD (BOTH SIDES), WITH CEMENT BOARD SIDING (EXT.) AND BUILDING WRAP OVER 2X6 WOOD OVER 2X6 WOOD STUDS @ 16"O.C.

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NORTH AAROW

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KEYNOTE - NEW/RENOVATION

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REVISION NUMBER AND CLOUD

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KEYNOTE - DEMOLITION

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DOOR TAG

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INSTALLED BY CONTRACTOR

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INSTALLED BY OWNER

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HOLLOW METAL

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GENERAL CONTRACTOR

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ELECTRICAL

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FIELD VERIFY

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FOOTING

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FLOOR

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EXTERIOR

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EQUAL

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SPECIFICATION

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TEXTURED

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TEXT

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SPEC

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ROOM

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ROUGH OPENING

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STAIN

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SIMILAR

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SOLID CORE

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STUCCO

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ROOF DRAIN

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SIM

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SECT

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DRAWINGS

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DOWN

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DOOR

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DIAMETER

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CONCRETE MASONRY UNIT

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CONTINUOUS

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CONTROL JOINT

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DEMOLITION

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CLEAR

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COLUMN

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CONCRETE

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REQUIRED

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RENOVATION

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REINFORCED

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RADIUS

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QUARRY TILE

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REFLECTED CEILING PLAN

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REQ'D

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RENO

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REINF

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RCP

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PAIR

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PURCHASED BY OWNER

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PRESSURE TREATED

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PRE-FINISHED/PRIMED

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PLUMBING

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PLYWOOD

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PLATE

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PAINTED

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PLMB

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PLYWD

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PBO

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PNT

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ABV

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ACT

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AHU

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BRG

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BTM

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BUR

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BLDG

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BLK

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CAB

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CLG

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CPT

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BEAM

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CABINET

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CEILING

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CARPET

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CENTER LINE

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CERAMIC TILE

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BEARING

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BUILDING

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BOTTOM

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BOARD

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BUILT-UP ROOF

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BLOCK

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ACOUSTICAL CEILING TILE

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ABOVE

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AIR HANDLER UNIT

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ALUMINUM

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ANCHOR BOLT

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METAL

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MEMBRANE

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MINIMUM

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NOT IN CONTRACT

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NOT APPLICABLE

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NOT TO SCALE

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OPENING

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OPPOSITE

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ON CENTER

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OVERHANG

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NUMBER

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OPP

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OPNG

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#, NO

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MTL

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MEMB

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NTS

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NIC

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MIN

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MASONRY OPENING

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MANUFACTURER

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MAXIMUM

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MECHANICAL

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MANUF

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MECH

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MAX

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OCCUPANCY

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OCC

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HDR

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HEADER

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CIP

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CAST IN PLACE

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STRUCTURAL

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STRUCT

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KEYNOTE NUMBER -NEW C.S.I. DIVISION/KEY

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GENERAL NOTES

AutoCAD SHX Text THE FOLLOWING GENERAL NOTES SHALL PERTAIN TO THE ENTIRE SET OF CONTRACT DOCUMENTS 1. A GENERAL CONTRACTOR SHALL NOTE THAT THE ARCHITECTURAL DRAWINGS ARE ESTABLISHING A MINIMUM A GENERAL CONTRACTOR SHALL NOTE THAT THE ARCHITECTURAL DRAWINGS ARE ESTABLISHING A MINIMUM MATERIAL OR CONSTRUCTION METHOD STANDARD. THE GENERAL CONTRACTOR SHALL PROVIDE A BID PRICE BASED ON THE SPECIFIC MATERIALS NOTED. 2. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE CONTINUING WITH CONSTRUCTION. 3. GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL PERFORM THEIR WORK IN ACCORDANCE WITH ALL GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL PERFORM THEIR WORK IN ACCORDANCE WITH ALL APPLICABLE CODES GOVERNING EACH TRADE. 4. THE CONTRACTOR SHALL MAINTAIN A CLEAN AND ORGANIZED JOB SITE, ACCEPTABLE TO THE OWNER. THE CONTRACTOR SHALL MAINTAIN A CLEAN AND ORGANIZED JOB SITE, ACCEPTABLE TO THE OWNER. 5. THE CONTRACTOR SHALL COORDINATE THE SEQUENCE OF WORK WITH THE OWNER REPRESENTATIVE.. THE CONTRACTOR SHALL COORDINATE THE SEQUENCE OF WORK WITH THE OWNER REPRESENTATIVE.. 6. THERE SHALL BE NO DEVIATION BY THE GENERAL CONTRACTOR FROM THE CONSTRUCTION DOCUMENTS UNLESS THERE SHALL BE NO DEVIATION BY THE GENERAL CONTRACTOR FROM THE CONSTRUCTION DOCUMENTS UNLESS APPROVED IN WRITING BY THE ARCHITECT. 7. EACH CONTRACTOR SHALL VERIFY EXISTING CONDITIONS IN THE FIELD PRIOR TO THE INITIATION OF WORK AND EACH CONTRACTOR SHALL VERIFY EXISTING CONDITIONS IN THE FIELD PRIOR TO THE INITIATION OF WORK AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONDITIONS INTERFERING WITH THE ABILITY OF THE CONTRACTOR TO COMPLETE WORK AS OUTLINED ON THE CONSTRUCTION DRAWINGS. 8. ALL CONTRACTORS ARE REQUIRED TO COORDINATE THEIR WORK WITH OTHER TRADES. LACK OF THIS ALL CONTRACTORS ARE REQUIRED TO COORDINATE THEIR WORK WITH OTHER TRADES. LACK OF THIS COORDINATION RESULTING IN ADDED COST TO THE CONTRACT WILL BE BORNE BY THE CONTRACTOR. 9. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE BUILDING WATER TIGHT DURING CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE BUILDING WATER TIGHT DURING CONSTRUCTION. 10. THE CONTRACTOR WILL VERIFY THAT EXIT EGRESS IS MAINTAINED FOR ALL OCCUPIED AREAS OF THE BUILDING THE CONTRACTOR WILL VERIFY THAT EXIT EGRESS IS MAINTAINED FOR ALL OCCUPIED AREAS OF THE BUILDING THROUGHOUT ALL PHASES OF CONSTRUCTION. 11. PLAN DIMENSIONS ARE GIVEN TO FACE OF STUD OR BLOCK WALL. "CLEAR" DIMENSIONS ARE GIVEN TO THE FACE PLAN DIMENSIONS ARE GIVEN TO FACE OF STUD OR BLOCK WALL. "CLEAR" DIMENSIONS ARE GIVEN TO THE FACE 12. THE OWNER WILL ASSUME ALL LIABILITY AND SHALL TAKE PERSONAL RESPONSIBILITY FOR ANY DECISIONS THAT THE OWNER WILL ASSUME ALL LIABILITY AND SHALL TAKE PERSONAL RESPONSIBILITY FOR ANY DECISIONS THAT THEY MAKE TO CHANGE OR ALTER THE CONSTRUCTION DOCUMENTS WITHOUT THE ARCHITECT'S WRITTEN APPROVAL. 13. PROTECT ALL EXISTING FINISHES AND MATERIALS TO REMAIN, IN ACCORDANCE WITH ACCEPTABLE TRADE PROTECT ALL EXISTING FINISHES AND MATERIALS TO REMAIN, IN ACCORDANCE WITH ACCEPTABLE TRADE PRACTICES, MANUFACTURER, RECOMMENDATIONS, OR AS DIRECTED BY THE ARCHITECT. 14. CUTTING OF EXISTING CONSTRUCTION FOR THE INSTALLATION OF ALL NEW WORK BY ALL TRADES, AND THE CUTTING OF EXISTING CONSTRUCTION FOR THE INSTALLATION OF ALL NEW WORK BY ALL TRADES, AND THE SUBSEQUENT PATCHING THEREOF, SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR, WHETHER THE WORK IS DONE BY HIS OWN FORCES OR NOT. GRINDING OF MATERIALS FOR REMOVAL SHALL NOT BE PERMITTED. CUTTING SHALL BE TO STRAIGHT LINE. UNWORKMAN-LIKE CUTTING, DAMAGE RESULTING THEREFROM AND UNACCEPTABLE PATCHING SHALL BE REPAIRED AND/OR REPLACED TO AN ACCEPTABLE CONDITION APPROVED BY THE ARCHITECT. A OWNER PROJECT REPRESENTATIVE SHALL BE NOTIFIED PRIOR TO CUTTING OF ANY STRUCTURAL ITEM (I.E. CONCRETE FLOOR, MASONRY, WALL, ETC.) WITHIN THE EXISTING BUILDING. METHOD OF CUTTING SHALL BE APPROVED BY THE OWNER PROJECT REPRESENTATIVE. 15. PATCHING MATERIAL SHALL MATCH EXISTING ADJACENT MATERIALS AS CLOSELY AS POSSIBLE IN COLOR, PATCHING MATERIAL SHALL MATCH EXISTING ADJACENT MATERIALS AS CLOSELY AS POSSIBLE IN COLOR, PATTERNS, AND/OR TEXTURES. 16. ALL SALVAGE MATERIALS REMOVED SHALL REMAIN THE PROPERTY OF THE OWNER. ALL NON-SALVAGE ALL SALVAGE MATERIALS REMOVED SHALL REMAIN THE PROPERTY OF THE OWNER. ALL NON-SALVAGE CONSTRUCTION MATERIALS AND DEBRIS FROM DEMOLITION WORK SHALL BE REMOVED FROM THE SITE AS WORK PROGRESSES, UNLESS OTHERWISE NOTED. 17. ISOLATE ALL DISSIMILAR METALS. CONTRACTOR SHALL REQUEST APPROVAL BY THE ARCHITECT FOR MATERIALS USED FOR ISOLATE ALL DISSIMILAR METALS. CONTRACTOR SHALL REQUEST APPROVAL BY THE ARCHITECT FOR MATERIALS USED FOR THIS PURPOSE, PRIOR TO INSTALLATION. 18. SEALANTS SHALL BE COMPATIBLE WITH ADJACENT SURFACE(S) THAT ARE IN CONTACT. REFER TO SPECIFICATIONS SEALANTS SHALL BE COMPATIBLE WITH ADJACENT SURFACE(S) THAT ARE IN CONTACT. REFER TO SPECIFICATIONS FOR APPROVED MANUFACTURERS AND PROCEDURES. 19. CAULK JOINTS WHICH ARE EXPOSED SHALL BE SIMILAR COLORS TO ADJACENT MATERIALS AS REQUIRED BY THE ARCHITECT. CAULK JOINTS WHICH ARE EXPOSED SHALL BE SIMILAR COLORS TO ADJACENT MATERIALS AS REQUIRED BY THE ARCHITECT. 20. ALL DOOR HARDWARE TO BE ADA COMPLIANT AS SPECIFIED. ALL DOOR HARDWARE TO BE ADA COMPLIANT AS SPECIFIED. 21. NO CONSTRUCTION SHALL OCCUR WITHOUT SHOP DRAWING APPROVAL. SHOP DRAWINGS TO BE PROVIDED TO NO CONSTRUCTION SHALL OCCUR WITHOUT SHOP DRAWING APPROVAL. SHOP DRAWINGS TO BE PROVIDED TO ARCHITECT FOR REVIEW UPON BEING REVIEWED AND SIGNED/DATED BY THE GENERAL CONTRACTOR AND SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING ITEMS: LIMITED TO THE FOLLOWING ITEMS: - BUILDING DRAWINGS - CABINETRY MILLWORK - RUNNING TRIM AND CASING PROFILES - PAINT/LAMINATE COLOR SAMPLES - ACOUSTICAL CEILING AND GRID - TOILET ACCESSORIES - KITCHEN EQUIPMENT - ROOF PENETRATIONS - HVAC EQUIPMENT - PLUMBING EQUIPMENT AND FIXTURES - ELECTRICAL EQUIPMENT AND FIXTURES 22. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL SUBMIT COPIES OF MATERIAL SAFETY DATA SHEETS PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL SUBMIT COPIES OF MATERIAL SAFETY DATA SHEETS (MSDS) FOR ALL PRODUCTS USED TO PERFORM THE WORK. 23. THERE ARE 4 ALTERNATES AS PART OF THIS BID DUE TO POSSIBLE FUNDING LIMITATIONS. NONE, SOME OR ALL THERE ARE 4 ALTERNATES AS PART OF THIS BID DUE TO POSSIBLE FUNDING LIMITATIONS. NONE, SOME OR ALL ALTERNATES MAY BE CHOSEN TO BE PART OF THE CONTRACT. ALTERNATE #1 INCLUDES THE GARAGE (WITH INTERIOR ELECTRICAL), GRAVEL ACCESS AND PROPANE TANK ENCLOSURE; ALTERNATE #2 INCLUDES SHOOTING STRUCTURE #1 (WITH INTERIOR ELECTRICAL), ADJOINING ROCK AND SIDEWALK; ALTERNATE #3 INCLUDES SHOOTING STRUCTURE #2 (WITH INTERIOR ELECTRICAL), ADJOINING ROCK AND SIDEWALK;AND ALTERNATE #4 INCLUDES SHOOTING STRUCTURE #3 (WITH INTERIOR ELECTRICAL), ADJOINING ROCK AND SIDEWALK.

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WALLTYPES

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ABBREVIATIONS

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AFF

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ABOVE FINISH FLOOR

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CEILING FINISH

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INT

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INTERIOR

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VAPOR BARRIER

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WITH

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STANDARD

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STD

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POINT OF REFERENCE

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POR

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PAVERS

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PAV

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OVERALL

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MATERIAL LEGEND

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STEEL

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FOAM INSULATION

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GRASS

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GYPSUM / STUCCO

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GRAVEL

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RIGID INSULATION

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COMPACTED EARTH

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FINISHED WOOD

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ALUMINUM

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CRUSHED STONE/SAND

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EARTH

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CONCRETE

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PAVERS

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STONE

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CONCRETE MASONRY UNIT

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METAL STUD

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PARTICLE BOARD

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BATT INSULATION

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PLASTIC

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CARPET

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GROUT

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TURF

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MASONRY

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CONTINUOUS WOOD

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WOOD BLOCKING

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FENCE

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CLAY

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GLASS

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1. IN INTERIOR SPACES THE ACTUAL DIMENSIONS MAY BE LESS IMPORTANT THAN IF AT IN INTERIOR SPACES THE ACTUAL DIMENSIONS MAY BE LESS IMPORTANT THAN IF AT TWO ELEMENTS IN THE BUILDING WERE TO BE EQUAL. IN THESE CASES, THE WORD "EQUAL OR EQ" IS USED IN LIEU OF THE ACTUAL DIMENSIONS. 2. WHEN A ROOM CENTERLINE IS INDICATED ONLY ONE SIDE OF THE ROOMS ELEMENTS WHEN A ROOM CENTERLINE IS INDICATED ONLY ONE SIDE OF THE ROOMS ELEMENTS MAY BE DIMENSIONED. 3. COLUMN IDENTIFICATION: DETAILS WILL GOVERN ALL DIMENSIONS AND NO DIMENSIONS COLUMN IDENTIFICATION: DETAILS WILL GOVERN ALL DIMENSIONS AND NO DIMENSIONS DIMENSIONS WILL BE SHOWN ON SMALL SCALE PLANS. 4. PARTITION CENTERED ON COLUMN OR GRID LINES WILL NOT BE DIMENSIONED ON PARTITION CENTERED ON COLUMN OR GRID LINES WILL NOT BE DIMENSIONED ON SMALL SCALE PLANS. 5. PARTITION WITH A FINISHED FACE FLUSH WITH FINISH FACE OF COLUMN WILL NOT PARTITION WITH A FINISHED FACE FLUSH WITH FINISH FACE OF COLUMN WILL NOT be DIMENSIONED ON SMALL SCALE PLANS. 6. PARTITION FINISH FACE ON COLUMN OR GRID LINE WILL NOT BE DIMENSIONED ON PARTITION FINISH FACE ON COLUMN OR GRID LINE WILL NOT BE DIMENSIONED ON SMALL SCALE PLANS .

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7. WHEN ONE JAMB OCCURS AT A COLUMN OR GRID LINE NO DIMENSIONS WILL BE WHEN ONE JAMB OCCURS AT A COLUMN OR GRID LINE NO DIMENSIONS WILL BE SHOWN ON THE SMALL SCALE PLANS. THE OPENING WIDTH WILL BE GOVERNED BY CRITERIA OR SCHEDULES. 8. WHEN NEITHER JAMB OCCURS AT A COLUMN OR GRID LINE ONE JAMB WILL BE WHEN NEITHER JAMB OCCURS AT A COLUMN OR GRID LINE ONE JAMB WILL BE DIMENSIONED. 9. DOOR LOCATIONS ARE TO BE LOCATED BY ONE OF FOLLOWING: DOOR LOCATIONS ARE TO BE LOCATED BY ONE OF FOLLOWING: a. ONE JAMB FACE LOCATED BY A PARTITION AT RIGHT ANGLE. 4"TYPICAL ONE JAMB FACE LOCATED BY A PARTITION AT RIGHT ANGLE. 4"TYPICAL UNLESS INDICATED ON PLAN. b. OR AS DIMENSIONED ON PLAN. OR AS DIMENSIONED ON PLAN. 10. PARTITIONS ARE DIMENSIONED TO FACE OF CMU OR FACE OF STUD UNLESS PARTITIONS ARE DIMENSIONED TO FACE OF CMU OR FACE OF STUD UNLESS OTHERWISE NOTED. 11. DIMENSIONS ARE INDICATED IN THE DOCUMENTS. THE DRAWINGS SHALL NOT BE DIMENSIONS ARE INDICATED IN THE DOCUMENTS. THE DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS.

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DIMENSION NOTES

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SYMBOL LEGEND

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TITLE

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SCALE: 0 = 0'-0"

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AutoCAD SHX Text A-000

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ELEVATION : 0'-0"

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DESCRIPTION1

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ROOM

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DRAWING / DETAIL IDENTIFICATION

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SECTION REFERENCE

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DETAIL REFERENCE

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EXTERIOR ELEVATION

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INTERIOR ELEVATION

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ELEVATION TARGET

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COLUMN GRID

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MATCH LINES

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ROOM/SPACE IDENTIFICATION

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WALL TYPE REFERENCE

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DETAIL CUT LINE

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KEYNOTE - FINISH/ACCESSORY

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PROPERTY LINE REFERENCE

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CENTER LINE REFERENCE

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LEVEL CHANGE REFERENCE

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NON-RATED/NON-BEARING

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3 5/8" STUD INTERIOR WALL

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NON-RATED/LOAD BEARING

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NON-RATED/NON-BEARING

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6" STUD WET WALL

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WALLTYPES

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UL #U465 - DESCRIPTION

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FIRE RATED WALL HEADER/SILL DETAIL

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8 1/4" S.I.P. PANELS INTERIOR WALL

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NON-RATED/NON-BEARING

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3 5/8" STUD INTERIOR WALL

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NON-RATED/NON-BEARING

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3 5/8" STUD INTERIOR WALL

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NON-RATED/NON-BEARING

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3 5/8" STUD INTERIOR WALL

A-003

C A

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PROJECT LOCATION

PROJECT NUMBER:

DATE:

NO. DATE

BY REVISION

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16-02-77-02

08.31.2016

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SHELDAHL

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ALLEMAN

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ELKHART

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ANKENY

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DES

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MOINES

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WEST

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DES

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MOINES

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CLIVE

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URBANDALE

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JOHNSTON

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GRIMES

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CROCKER

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WHITE

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OAK

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HICKORY

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HOLLOW

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ANDREWS

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HERROLD

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LOVINGTON

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BERWICK

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RISING

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SUN

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WOODLAND

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SAYLORVILLE

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FISHER

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LAKE

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WIND SOR

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HEIG HTS

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POP. 1908

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POP. 21485

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POP. 340

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POP. 388

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POP. 193189

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POP. 5190

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POP. 9073

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POP. 23500

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POP. 31702

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POP. 315

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POP. 2653

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POP. 4702

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GREEN- WOOD ACRES

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ZOOK SPUR

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LAKE

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CASE- BEER

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BIG CREEK LAKE

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JESTER COUNTY PARK

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CAMP DODGE

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CAPITOL HEIGHTS

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UNION PACIFIC RAILROAD

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POLK CITY

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TARA HEIGHTS

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POP. 4146

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ENTER- PRISE

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SAYLOR- VILLE

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ANKENY REGIONAL AIRPORT

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NOR- WOOD- VILLE

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MARGO FRANKEL WOODS STATE PARK

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DES MOINES AREA COMM. COLLEGE

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ISU EXPERIMENTAL FARM

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BIG CREEK STATE PARK

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KNAPP GARDENS

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YEADER CREEK AREA

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IOWA INTERSTATE R.R. LTD.

PLEAS- ANT HILL

SURVEY CONTROL POINTS

SURVEY CONTROL POINT #1

N: 659951.4610 E: 1564469.1760

ELEV: 906.147

PK NAIL IN ASPHALT

SURVEY CONTROL POINT #2

N: 659946.4180 E: 1564580.7900

ELEV: 906.287

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CLEARING LIMITS

ELEVATION

SPOT ELEVATION882.67 884.50

ELECTRICAL LINE

LEGEND

EXISTING/PROPOSED

WATER MAINW 2"

SANITARY SEWERS 6"

STORM SEWERST8"

SURVEY CONTROL POINT #3

N: 659945.1750 E: 1564704.7440

ELEV: 906.286

PK NAIL IN ASPHALT

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N: 660010.6340 E: 1564457.4290

ELEV: 906.391

NAIL

SURVEY CONTROL POINT #5

N: 660007.4970 E: 1564693.1390

ELEV: 906.414

NAIL

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AutoCAD SHX Text 660007.4970

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AutoCAD SHX Text 906.414

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AutoCAD SHX Text 16-02-77-02

AutoCAD SHX Text 08.31.2016

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FEET

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LEGEND

EXISTING/PROPOSED

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SANITARY SEWERS 6"

STORM SEWERST8"

TREE

ALTERNATE CLASS 'A' CRUSHED STONE ACCESS EDGE CONTROL

GENERAL NOTES

AutoCAD SHX Text %%uFIRING LINE SHELTER #1%%U

AutoCAD SHX Text %%uFIRING LINE SHELTER #2%%U

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EXISTING SIDE BERM

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EXISTING SIDE BERM

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EXISTING SIDE BERM

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EXISTING CHAIN-LINK FENCE

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GRAVEL WALK

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TARGETS @ 50 YDG.

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TARGETS @ 100 YDS.

AutoCAD SHX Text %%uRANGE HOUSE%%U

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SSMH

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TOP

AutoCAD SHX Text : 906.57

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VITREOUS CHINA

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C_URINALS

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STANWELL

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AutoCAD SHX Text : 901.28

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SSMH

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TOP

AutoCAD SHX Text : 895.53

AutoCAD SHX Text : 901.13

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SSMH

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TOP

AutoCAD SHX Text : 896.78

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SSMH

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TOP

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AutoCAD SHX Text : 901.27

AutoCAD SHX Text : 894.17

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SSMH

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TOP

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AutoCAD SHX Text : 899.46

AutoCAD SHX Text : 892.26

AutoCAD SHX Text 9.75'

AutoCAD SHX Text 10.3'

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AutoCAD SHX Text 9.75'

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AutoCAD SHX Text 6.7'

AutoCAD SHX Text 23.45'

AutoCAD SHX Text 5'

AutoCAD SHX Text 36'

AutoCAD SHX Text 99.60'

AutoCAD SHX Text 105.60'

AutoCAD SHX Text 74.22'

AutoCAD SHX Text 27'

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15' RAD

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GRAVEL WALK

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GRAVEL WALK

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GRAVEL WALK

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GRAVEL WALK

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GRAVEL WALK

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ALTERNATE BID #2

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ALTERNATE BID #3

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ALTERNATE BID #4

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NW CORNER OF BUILDING N: 660005.7076, E: 1564519.9660

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SW CORNER OF BUILDING N: 659977.7087, E: 1564519.7216

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NE CORNER OF BUILDING N: 660005.0095, E: 1564599.9629

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SE CORNER OF BUILDING N: 659977.0106, E: 1564599.7186

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NW CORNER OF PROPANE PAD N: 659999.7058, E: 1564634.2420

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SE CORNER OF PROPANE PAD N: 659979.6018, E: 1564646.0670

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NE CORNER OF PROPANE PAD N: 659999.6010, E: 1564646.2415

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SW CORNER OF PROPANE PAD N: 659979.7065, E: 1564634.0674

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NW CORNER OF GARAGE N: 660003.2642, E: 1564685.3583

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NE CORNER OF GARAGE N: 660003.0897, E: 1564705.3575

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SW CORNER OF GARAGE N: 659973.2654, E: 1564685.0965

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SE CORNER OF GARAGE N: 659973.0909, E: 1564705.0957

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SE CORNER OF FIRING LINE #1 N: 659912.9726, E: 1564718.3871

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NE CORNER OF FIRING LINE #1 N: 659928.9720, E: 1564718.5267

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NW CORNER OF FIRING LINE #1 N: 659929.5217, E: 1564655.5291

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SW CORNER OF FIRING LINE #1 N: 659913.5224, E: 1564655.3895

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NE CORNER OF FIRING LINE #2 N: 659930.1256, E: 1564586.3377

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SE CORNER OF FIRING LINE #2 N: 659914.1262, E: 1564586.1981

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SW CORNER OF FIRING LINE #2 N: 659914.6759, E: 1564523.2005

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NW CORNER OF FIRING LINE #2 N: 659930.6753, E: 1564523.3401

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NE CORNER OF FIRING LINE #3 N: 659931.1957, E: 1564463.7149

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SE CORNER OF FIRING LINE #3 N: 659915.1963, E: 1564463.5753

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SW CORNER OF FIRING LINE #3 N: 659915.7461, E: 1564400.5777

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NW CORNER OF FIRING LINE #3 N: 659931.7455, E: 1564400.7173

AutoCAD SHX Text 16-FOOT SINGLE SWING GATE, 8' HEIGHT, BLACK PVC COATED CHAIN LINK. SEE SHEET C6 FOR DETAILS.

AutoCAD SHX Text 478 LF 8' HEIGHT, BLACK PVC COATED CHAIN LINK FENCING (INCL 16' GATE). SEE SHEET C6 FOR DETAILS.

AutoCAD SHX Text ALTERNATE BID #4 INSTALL 4-INCH DEPTH ROAD GRAVEL (9.2 TONS). 8'x63'x0.33' GRAVEL PAD ABUTTING PCC SLAB.

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20" HACKBERRY

AutoCAD SHX Text 478 LF 8' HEIGHT, BLACK PVC COATED CHAIN LINK FENCING (INCL 16' GATE). SEE SHEET C6 FOR DETAILS.

AutoCAD SHX Text INSTALL 15.6 SY 6-FOOT WIDE, 5-INCH REINFORCED PCC (#4'S, 2' OC) WITH 4-INCH GRANULAR SUBBASE (3.2 TONS).

AutoCAD SHX Text INSTALL 8.9 SY 12-FOOT WIDE, 5-INCH REINFORCED PCC (#4'S, 2' OC) WITH 4-INCH GRANULAR SUBBASE (1.8 TONS).

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ALTERNATE BID #1: INSTALL 6-INCH DEPTH CLASS 'A' CRUSHED STONE (39 TONS).

AutoCAD SHX Text ALTERNATE BID #3 INSTALL 4-INCH DEPTH ROAD GRAVEL (9.2 TONS). 8'x63'x0.33' GRAVEL PAD ABUTTING PCC SLAB.

AutoCAD SHX Text ALTERNATE BID #2: INSTALL 4-INCH DEPTH ROAD GRAVEL (9.2 TONS). 8'x63'x0.33' GRAVEL PAD ABUTTING PCC SLAB.

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1. TWO WEEKS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY: A. IOWA DNR PROJECT MANAGER: RYAN RICHEY 515-979-0107 B. DISTRICT INSPECTOR: DON LABATE 515-250-3714 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STATEWIDE URBAN STANDARD DESIGN SPECIFICATIONS FOR PUBLIC IMPROVEMENTS (SUDAS). ALL CONSTRUCTION TESTING TO BE IN ACCORDANCE WITH SUDAS AND IS THE EXPENSE OF THE CONTRACTORS. 3. THE CONTRACTOR SHALL VERIFY THE EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION AND NOTIFY THE ABOVE MENTIONED CONTACTS OF ANY DISCREPANCIES. 4. THE LOCATIONS AND DIMENSIONS SHOWN ON THE PLANS FOR EXISTING FACILITIES ARE IN ACCORDANCE WITH AVAILABLE INFORMATION WITHOUT UNCOVERING AND MEASURING. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF THIS INFORMATION OR THAT ALL EXISTING UNDERGROUND FACILITIES ARE SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL PUBLIC AND/OR PRIVATE UTILITIES SERVING THE AREA TO DETERMINE THE PRESENT EXTENT AND LOCATION OF THEIR FACILITIES BEFORE BEGINNING WORK. 5. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROPER UTILITY IMMEDIATELY UPON BREAKING OR DAMAGE TO ANY UTILITY LINE OR APPURTENANCE, OR THE INTERRUPTION OF THEIR SERVICE. HE SHALL NOTIFY THE PROPER UTILITY INVOLVED. IF EXISTING UTILITY LINES ARE ENCOUNTERED THAT CONFLICT IN LOCATION WITH NEW CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER SO THAT THE CONFLICT CAN BE RESOLVED. 6. CONTRACTOR TO PROTECT ALL UTILITY, PAVING, BUILDINGS, ETC. OUTSIDE OF LIMITS OF PROPOSED CONSTRUCTION. 7. IN THE EVENT THAT THERE IS A DISCREPANCY BETWEEN THE QUANTITIES AND THE PLANS, THE DETAILED PLANS SHALL GOVERN. 8. CONTRACTOR SHALL SEED/MULCH ALL DISTURBED AREAS. USE TYPE 1 (PERMANENT LAWN MIXTURE) SEED MIX. 9. MAINTAIN ALL CUT AND FILL AREAS TO ACCOMMODATE SURFACE DRAINAGE. 10. FINISHED GRADE ON ALL NON-PAVED AREAS SHALL BE WITHIN 0.20 FOOT OF PLAN GRADE. PAVED AREAS SHALL BE WITHIN 0.10 FOOT. 11. TOPSOIL SHALL BE SPREAD TO A MINIMUM THICKNESS OF 6-INCHES ON ALL DISTURBED UNPAVED AREAS. 12. BACKFILL TO THE TOP OF ALL ROCK OR PAVED SURFACES. 13. ALL ELEVATIONS ARE TO THE GUTTER GRADE UNLESS NOTED OTHERWISE. 14. PROTECT ALL EXISTING TREES AND VEGETATION UNLESS OTHERWISE NOTED. 15. THE PROJECT IS BALANCED FOR EARTHWORK. TOPSOIL STOCKPILING LOCATION MAY NEED TO MOVE DURING GRADING ACTIVITIES DUE TO THE ENTIRE SITE BEING DISTURBED. 16. SIDEWALKS SHALL BE 5-INCH PCC THICKNESS (166.5 SY) WITH 4-INCHES OF GRANULAR SUBBASE (34 TONS). #4 REINFORCING BARS TO BE LONGITUDINAL. SEE SIDEWALK DETAILS ON SHEET C6. 17. GRAVEL ACCESS DRIVE TO STORAGE BUILDING TO BE 6-INCH CLASS 'A' CRUSHED STONE, 39 TONS AND IS PART OF ALTERNATE BID #1, ALONG WITH THE GARAGE AND PROPANE TANK WALL ENCLOSURE. 18. INSTALL EXPANSION JOINTS AT END OF SIDEWALKS WHERE THEY MEET STRUCTURE SLABS AND EXISTING PARKING. 19. SAW CUT SIDEWALKS IN 6-FOOT SQUARE PANELS. 20. FOR HANDICAP STRIPING AND SIGNAGE DETAILS SEE SHEET C6. 21. FOR SIDEWALK CROSS SECTION DETAILS, SEE SHEET C6. 22. INSTALL 478 LINEAL FEET OF 6' HEIGHT, BLACK PVC COATED CHAIN LINK FENCING IN ACCORDANCE WITH SUDAS SECTION 9060. THIS INCLUDES A 16-FOOT SINGLE SWING GATE. SEE FENCING DETAILS ON SHEET C6. 23. INSTALL 9.2 TONS OF ROAD GRAVEL FOR A 4-INCH DEPTH IN FRONT OF EACH FIRING LINE IN AREAS SHOWN. EACH FIRING LINE IS AN ALTERNATE BID. 24. THERE ARE 4 ALTERNATES AS PART OF THIS BID, DUE TO POSSIBLE FUNDING LIMITATIONS, NONE, SOME OR ALL OF THE ALTERNATES MAY BE CHOSEN TO BE PART OF THE CONTRACT. ALTERNATE #1 INCLUDES THE GARAGE (WITH INTERIOR ELECTRICAL), GRAVEL ACCESS TO THE GARAGE AND THE PROPANE TANK WALL ENCLOSURE; ALTERNATE #2 INCLUDES SHOOTING STRUCTURE #1 (WITH INTERIOR ELECTRICAL), ADJOINING ROCK AND SIDEWALK; ALTERNATE #3 INCLUDES SHOOTING STRUCTURE #2 (WITH INTERIOR ELECTRICAL), ADJOINING ROCK AND SIDEWALK; ALTERNATE #4 INCLUDES SHOOTING STRUCTURE #3 (WITH INTERIOR ELECTRICAL), ADJOINING ROCK AND SIDEWALK. 25. THE FIRING LINE SLABS HAVE A 6-INCH STANDARD CURB ALONG THEIR SOUTH EDGES. SEE SHEET C6 FOR STANDARD 6-INCH CURB DETAIL. 26. PRECAST CONCRETE WHEEL STOPS TO BE ANCHORED INTO EXISTING PAVEMENT WITH #4 REBAR OR 1/2-INCH DOWELS, 18-INCH LENGTH.

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25 YARD TARGET CROSSING

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WEST EDGE OF 25 YARD TARGET CROSSING N: 659843.4964, E: 1564400.1779

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WEST EDGE OF 50 YARD TARGET CROSSING N: 659768.5030, E: 1564399.0917

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EAST EDGE OF 25 YARD TARGET CROSSING N: 659842.8902, E: 1564469.6467

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EAST EDGE OF 50 YARD TARGET CROSSING N: 659767.8901, E: 1564469.3279

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50 YARD TARGET CROSSING

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100 YARD TARGET LOCATION

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30 YARD TARGET LOCATION

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25 YARD TARGET LOCATION

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50 YARD TARGET LOCATION

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INSTALL 4-INCH WIDE WHITE PAINT PARKING STALL LINES, 20' IN LENGTH.

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INSTALL HANDICAP PAINTING & SIGNAGE, SEE DETAIL ON SHEET C6 FOR DETAILS.

AutoCAD SHX Text INSTALL 11 PRECAST CONCRETE PARKING WHEEL STOPS LOCATED 2' OFF END OF STALL & CENTERED WITHIN STALL (TYP). SEE DETAIL ON SHEET C6.

AutoCAD SHX Text INSTALL LIGHT POLE AND BASE, BASE LOCATED 3' OFF PAVEMENT EDGE. SEE ELECTRICAL PLANS FOR LIGHTING DETAILS.

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ALTERNATE BID #1: GARAGE, SEE SHEETS A-210 & A-220

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ALTERNATE BID #1: TANK ENCLOSURE WALL, SEE SHEET A-210

AutoCAD SHX Text ALTERNATE BID #4 INSTALL 24 SY 6-FOOT WIDE, 5-INCH REINFORCED PCC (#4'S, 2' OC) WITH 4-INCH GRANULAR SUBBASE (5 TONS).

AutoCAD SHX Text ALTERNATE BID #3 INSTALL 14 SY 6-FOOT WIDE, 5-INCH REINFORCED PCC (#4'S, 2' OC) WITH 4-INCH GRANULAR SUBBASE (3 TONS).

AutoCAD SHX Text ALTERNATE BID #2 INSTALL 24 SY 6-FOOT WIDE, 5-INCH REINFORCED PCC (#4'S, 2' OC) WITH 4-INCH GRANULAR SUBBASE (5 TONS).

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STEEL SHOOTING BAFFLE SEE SHEET A-311, FIGURES 01 AND 02

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STEEL SHOOTING BAFFLE SEE SHEET A-310, FIGURE 01 AND SHEET A-311 FIGURE 02

INSTALL 142 SY 6-FOOT WIDE, 5-INCH REINFORCED PCC (#4'S, 2' OC) WITH 4-INCH GRANULAR SUBBASE (29 TONS).

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SPOT ELEVATION884.50

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WATER MAINW 2"

SANITARY SEWERS 6"

STORM SEWERST8"

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POST

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12 12" ASH

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12 12" ASH

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10" OAK

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12" ASH

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12" ASH

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10" CHERRY

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16" ASH

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30" MAPLE

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20" ASH

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10" MAPLE

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12" ASH

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SSMH

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AutoCAD SHX Text : 906.57

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VITREOUS CHINA

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C_URINALS

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STANWELL

AutoCAD SHX Text K-4972-R

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AutoCAD SHX Text : 901.28

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SSMH

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AutoCAD SHX Text : 895.53

AutoCAD SHX Text : 901.13

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SSMH

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AutoCAD SHX Text : 896.78

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SSMH

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AutoCAD SHX Text : 901.27

AutoCAD SHX Text : 894.17

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AutoCAD SHX Text : 899.46

AutoCAD SHX Text : 892.26

AutoCAD SHX Text 906x22

AutoCAD SHX Text 905x93

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