Example - DLS Phase 1 Drawings.pdf

PDF 13 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 document is a comprehensive set of architectural and engineering drawings for the Range Renovation Phase I project for the DLS Shooting Range, located in Scott County, Iowa, prepared by the Iowa Department of Natural Resources (DNR). The project involves a complete renovation of an existing shooting range facility, including demolition of existing structures, installation of new electrical systems, construction of new shooting structures for 30-yard and 100-yard ranges, and site improvements. The drawings detail architectural site plans, electrical site plans, structural details, building elevations, and electrical distribution systems across multiple buildings and shooting range structures.

The project includes the installation of new electrical infrastructure, such as a utility transformer, new electrical panels (MDP, CS, LE, and G), underground electrical conduits, and lighting fixtures throughout the site. The electrical design incorporates both new and existing utility connections, with careful consideration of grounding systems, service entrance equipment, and distribution panels. The scope encompasses multiple structures including a main building, storage buildings, and specialized shooting range structures with provisions for future expansions, such as communication conduits. The drawings demonstrate a comprehensive approach to renovating the shooting range facility, focusing on functionality, safety, and modern electrical infrastructure.

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Example - Olofson Shooting Range Drawings.pdf	PDF	May 21, 2025
General Terms and Conditions for Services Contracts.html	HTML file	May 21, 2025
1314862-event.pdf	PDF	May 21, 2025
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25CRDLWBGANTO-0016 - Aerial DLS Cody Shooting Complex Site.pdf	PDF	May 21, 2025
25CRDLWBGANTO-0016 - Cody shooting complex Phase 2.pdf	PDF	May 21, 2025
RFP and Addenda.html	HTML file	May 21, 2025
General Terms and Conditions for Services Contracts.js	JS file	May 21, 2025

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I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT

WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL

SUPERVISION AND THAT I AM A DULY LICENSED PROFES

SIONAL ENGINEER UNDER THE LAWS OF THE STATE OF

IOWA.

0 v� A June 20, 2023

BRETT A. JOHNSO IOWA REG. NO. 13653 DATE

MY LICENSE RENE AL DATE IS DECEMBER 31, 2023

PAGES OR SHEETS COVERED BY THIS SEAL:

SHEETS C1-C4

PROJECT NUMBER:

DATE:

NO. DATE

BY REVISION

DRAWN BY:

CHK'D BY:

SHEET No:

C O

N T:

23-06-82-01

06.28.2023

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990 990 ELEVATION

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ELECTRICAL LINE

LEGEND

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STORM SEWERST8"DEMOLITION NOTES

CLEARING & GRUBBING NOTES

SEE ADJACENT FOR CONTINUATION

SCALE: 1:100

300TH ST

H A

V E

H A

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FEET

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1. THE DNR WILL STAKE CONTROL POINTS FOR THE CONTRACTOR. COORDINATE WITH THE DNR INSPECTOR.

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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: MARK MOHLER 515-214-9532 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 (APPROXIMATELY 5 ACRES TOTAL). USE TYPE 1 (PERMANENT LAWN MIXTURE) SEED MIX FOR ALL FLAT AREAS (APPROXIMATELY 3.8 ACRES) AND USE TYPE 2 (PERMANENT COOL SEASON MIXTURE FOR SLOPES AND DITCHES FOR THE BERMS (APPROXIMATELY 1.2 ACRES). 9. MAINTAIN ACCESS ALONG 220TH AVENUE FOR THE NEIGHBOR LIVING TO THE NORTH OF THE PROJECT SITE.

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REMOVE EXISTING LIGHT POLES

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REMOVE EXISTING TRAP HOUSES

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REMOVE EXISTING SKEET RANGES

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REMOVE EXISTING BUILDINGS, SLABS, SIDEWALKS, UTILITIES

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REMOVE EXISTING GRAVEL

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PROTECT EXISTING UTILITY POLE

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PROTECT EXISTING BUILDING (TO REMAIN)

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PROTECT EXISTING BUILDING (TO REMAIN)

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REMOVE ALL EXISTING FENCES

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REMOVE EXISTING DUCK COUP

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1. CONTRACTOR TO REMOVE EXISTING BUILDING STRUCTURES WHERE DETAILED. REMOVAL SHALL INCLUDE THE ENTIRE BUILDING STRUCTURE, ROOF, FLOORS, WALLS, FOOTINGS IN CONTRACTOR TO REMOVE EXISTING BUILDING STRUCTURES WHERE DETAILED. REMOVAL SHALL INCLUDE THE ENTIRE BUILDING STRUCTURE, ROOF, FLOORS, WALLS, FOOTINGS IN THEIR ENTIRETY, REMOVE ALL PAVEMENT, SIDEWALKS AND ANY UTILITY SERVICE LINES. REMOVE ALL BUILDING CONTENTS, DEBRIS, ETC. WITHIN BUILDINGS. CONTRACTOR TO DISPOSE OF PROPERLY IN ACCORDANCE WITH ALL RULES AND REGULATIONS. 2. CONTRACTOR TO REMOVE EXISTING GRAVEL IN AREAS DETAILED (ASSUMED 4 INCH DEPTH). GRAVEL CAN BE USED IN BERM LOCATIONS (COMPACT TO 95% MINIMUM). CONTRACTOR TO REMOVE EXISTING GRAVEL IN AREAS DETAILED (ASSUMED 4 INCH DEPTH). GRAVEL CAN BE USED IN BERM LOCATIONS (COMPACT TO 95% MINIMUM). 3. CONTRACTOR TO REMOVE EXISTING CONCRETE SIDEWALKS AND PCC PAVEMENT AS SHOWN. CONCRETE FROM DEMOLITION AREAS (SIDEWALKS, SLABS, ETC) CAN BE USED IN BERM CONTRACTOR TO REMOVE EXISTING CONCRETE SIDEWALKS AND PCC PAVEMENT AS SHOWN. CONCRETE FROM DEMOLITION AREAS (SIDEWALKS, SLABS, ETC) CAN BE USED IN BERM LOCATIONS (MINIMIZE VOIDS AND COMPACT TO AVOID SETTLEMENT). 4. CONTRACTOR TO PROTECT THE 2 BUILDINGS THAT ARE TO REMAIN, PROTECT THE UTILITY POWER POLE AND TRANSFORMER ALONG THE SOUTH PROPERTY LINE AND PROTECT THE CONTRACTOR TO PROTECT THE 2 BUILDINGS THAT ARE TO REMAIN, PROTECT THE UTILITY POWER POLE AND TRANSFORMER ALONG THE SOUTH PROPERTY LINE AND PROTECT THE EXISTING INLET LOCATED WEST OF THE POND (IF POSSIBLE). 5. THE EXISTING BUILDINGS HAVE ASBESTOS ITEMS IN THEIR CONSTRUCTION (REPORT AVAILABLE UPON REQUEST). CONTRACTOR TO REMOVE AND DISPOSE OF ASBESTOS ITEMS IN THE EXISTING BUILDINGS HAVE ASBESTOS ITEMS IN THEIR CONSTRUCTION (REPORT AVAILABLE UPON REQUEST). CONTRACTOR TO REMOVE AND DISPOSE OF ASBESTOS ITEMS IN ACCORDANCE WITH ALL RULES AND REGULATIONS.

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1. CONTRACTOR TO CLEAR AND GRUB THE PROJECT SITE CONSISTING OF, BUT NOT LIMITED TO: THE PERIMETER FENCE AND ALL INTERIOR FENCES, ANY VEGETATION INSIDE OF THE FENCELINES IS TO BE REMOVED, INTERIOR POWER POLES ARE TO BE REMOVED ALONG WITH ALL OTHER ITEMS AS DESCRIBED IN THE PLANS. ALL ITEMS BEING CLEARED/REMOVED SHALL BE DISPOSED OF PROPERLY OFF-SITE IN ACCORDANCE WITH ALL RULES AND REGULATIONS.

AutoCAD SHX Text NOTE: THIS ACCESS (220TH AVE) IS ALSO USED BY THE PROPERTY OWNER TO THE NORTH. MAINTAIN ACCESS TO THIS OWNER AT ALL TIMES. INSTALL 300 TONS OF CLASS 'A' CRUSHED STONE TO THE EXISTING ACCESS TO FIRM IT UP FOR ALL THE TRUCKS ENTERING AND EXITING THE SITE. IF ANY RUTTING OR SOFT AREAS ARE ENCOUNTERED, ADD ADDITIONAL ROCK TO MAINTAIN A DRIVABLE ACCESS.

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PROTECT EXISTING INLET (APPROX LOCATION)

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PROTECT EXISTING UTILITY POLE

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PROTECT EXISTING UTILITY POLE

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EXISTING DIRT PILES TO BE RESPREAD AS PART OF GRADING

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REMOVE/CAP EXISTING WATER HYDRANT

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REMOVE/CAP EXISTING WATER HYDRANT INSIDE WEST BUILDING

NO. DATE

BY REVISION

DRAWN BY:

CHK'D BY:

SHEET No:

C O

N T:

23-06-82-01

06.28.2023

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LEGEND

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STORM SEWERST8"

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DIMENSION PLAN

AutoCAD SHX Text INSTALL 1,340 TONS CLASS 'A' CRUSHED STONE, 6-INCH DEPTH FOR DRIVES AND PARKING AREA (6-INCH MINIMUM DEPTH).

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GRAVEL ROAD/PARKING CONTROL

AutoCAD SHX Text INSTALL 91.2 SY 6-INCH REINFORCED PCC ADA PARKING SPACE WITH 28.7 TONS CLASS 'A' CRUSHED STONE (6-INCH BASE). SEE TABLE ABOVE FOR EDGE OF CONCRETE CONTROL. SEE SHEET C3 FOR SIGNAGE AND PAVEMENT MARKINGS DETAILS. REINFORCING TO BE #4 BARS 2.0' ON CENTER

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SEE SHEET C3 FOR SIDEWALK INFORMATION

AutoCAD SHX Text 369 LF OF 1-FOOT WIDE NORTH CONCRETE WALL, SEE THIS SHEET FOR CENTERLINE ALIGNMENT CONTROL

AutoCAD SHX Text 369 LF OF 1-FOOT WIDE MIDDLE CONCRETE WALL, SEE THIS SHEET FOR CENTERLINE ALIGNMENT CONTROL

AutoCAD SHX Text 134 LF OF 1-FOOT WIDE SOUTH CONCRETE WALL, SEE THIS SHEET FOR CENTERLINE ALIGNMENT CONTROL

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SEE INSET FOR GRAVEL ENTRANCE ROAD AND GRAVEL PARKING INFORMATION

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SEE ARCHITECTURAL PLANS FOR SHOOTING STRUCTURES INFORMATION

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SEE BELOW FOR PAVEMENT EDGE INFORMATION FOR THE CHECK-IN BUILDING

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SEE BELOW FOR PAVEMENT EDGE INFORMATION FOR THE SHOOTING STRUCTURES

AutoCAD SHX Text SEE ARCHITECTURAL PLANS FOR CHECK-IN BUILDING AND ADJACENT CONCRETE PADS INFORMATION

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EXISTING BUILDING TO REMAIN

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EXISTING BUILDING TO REMAIN

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STRUCTURES/PCC PARKING CONTROL

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AutoCAD SHX Text 1,030 LF OF 6-FOOT HEIGHT BLACK PVC COATED CHAIN LINK FENCING AND (4) BLACK PVC COATED CHAIN LINK FENCING 12-FOOT SWING GATE AND (1) BLACK PVC COATED CHAIN LINK FENCING 28-FOOT DOUBLE SWING GATE. FENCE CONSTRUCTION SHALL CONFORM TO SUDAS 9060.101 AND GATES SHALL CONFORM TO SUDAS 9060.102

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FENCE POSTS TO BE LOCATED @ BUILDING CORNERS

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SEE ARCHITECTURAL PLANS FOR TOP OF BERMS EYEBROWS

FENCE POST TO BE LOCATED @ BUILDING CORNER

NO. DATE

BY REVISION

DRAWN BY:

CHK'D BY:

SHEET No:

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MUTCD R7-8

SOLID GREEN LEGEND

AND BORDER

REFLECTIVE WHITE

BACKGROUND

WHITE ACCESSIBILITY

SYMBOL ON

BLUE BACKGROUND

"U"-CHANNEL

POST (2 LBS./FT.)

RESERVED

PARKING

GROUND

SURFACE

3.5-FOOT DEPTH

1'-6"

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1. 12"x18" ACCESSIBILITY

SIGN (R7-8) SHALL BE

MOUNTED 7' FROM FINISH

GRADE TO BOTTOM EDGE

OF SIGN FACE.

2. SIGNAGE FOR TO BE

LOCATED ON END OF

PARKING STALL, 2' BACK

FROM EDGE OF

PAVEMENT, CENTERED

ON STALL IF POSSIBLE.

"U" CHANNEL CAN BE

DRIVEN INTO GROUND AT

SAID LOCATION TO A

DEPTH OF 3.5 FEET.

3. ALL SIGNAGE SHALL

BE ENGINEER GRADE .080

ALUMINUM REFLECTIVE

SIGN MEETING THE

REQUIREMENTS OF THE

MUTCD AND ADAAG.

4. SURFACE MOUNTING

BASE TO BE 15-INCH

DIAMETER ALUMINUM

BASE (OR EQUIVALENT)

THAT IS COMPATIBLE

WITH 2 LBS./FT. "U"

CHANNEL.

HANDICAP SIGN DETAIL

NOT TO SCALE

#4 BAR (TYP)

1'1' 3'

TYPICAL 8' SIDEWALK CROSS-SECTION

NO SCALE

5-INCH REINFORCED CONCRETE

PAVEMENT W/IDOT C4 MIX

4-INCH GRANULAR SUBBASE

1.5' 1.5'

#4 BAR (TYP)

TYPICAL 15' SIDEWALK CROSS-SECTION

15'

NO SCALE

5-INCH REINFORCED CONCRETE

PAVEMENT W/IDOT C4 MIX

4-INCH GRANULAR SUBBASE

VARIES %

#4 BAR (TYP)

1'1' 3'

TYPICAL 5' SIDEWALK CROSS-SECTION

NO SCALE

5-INCH REINFORCED CONCRETE

PAVEMENT W/IDOT C4 MIX

4-INCH GRANULAR SUBBASE

3' 3' 3'

VARIES % VARIES %

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SIDEWALK CONTROL

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INSTALL (3) HANDICAP SIGNS LOCATED 2.0' OFF SIDEWALK EDGE (SEE DETAIL)

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4" WHITE PAINTED CROSS HATCH LINES TO BE 2' APART AND ANGLED AT 45°

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AutoCAD SHX Text INSTALL 133.4 SY 5-INCH REINFORCED 10' WIDE PCC SIDEWALK #3 WITH 27.7 TONS CLASS 'A' CRUSHED STONE (4-INCH BASE). #4 REINFORCING BARS TO BE LOCATED BOTH DIRECTIONS AND 1.5' OFF EDGES AND SPACE @ 3.0' ON CENTER (3" CLR ON EDGES). SEE TABLE TO THE RIGHT FOR THE EDGE CONTROL.

AutoCAD SHX Text INSTALL 71.1 SY 5-INCH REINFORCED 8' WIDE PCC SIDEWALK #4 WITH 14.8 TONS CLASS 'A' CRUSHED STONE (4-INCH BASE). (3) #4 LONGITUDINAL REINFORCING BARS TO BE LOCATED 1' OFF EDGES AND 1 BAR DOWN THE MIDDLE (3' SPACING). SEE TABLE TO THE RIGHT FOR THE EDGE CONTROL.

AutoCAD SHX Text INSTALL 44.5 SY 5-INCH REINFORCED 5' WIDE PCC SIDEWALK #6 WITH 9.3 TONS CLASS 'A' CRUSHED STONE (4-INCH BASE). (2) #4 LONGITUDINAL REINFORCING BARS TO BE LOCATED 1' OFF EDGES. SEE TABLE TO THE RIGHT FOR THE EDGE CONTROL.

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CONCRETE PARKING DETAILS

NO. DATE

BY REVISION

DRAWN BY:

CHK'D BY:

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06.28.2023

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FEET

AutoCAD SHX Text TYPE SW-512 CIRCULAR AREA INTAKE #1 W/SW-604 TYPE '4A' CASTING E: 2467878.785', N: 650940.554', GRATE = 611.00 IN W = 607.00 (6" SUBDRAIN) IN E = 607.00 (6" SUBDRAIN) IN N = 606.90 (12" RCP) OUT S = 606.84 (12"RCP)

AutoCAD SHX Text TYPE SW-512 CIRCULAR AREA INTAKE #2 W/SW-604 TYPE '4A' CASTING E: 2467766.3987', N: 650935.4956', GRATE = 611.00 IN W = 607.30 (6" SUBDRAIN) OUT E = 607.22 (6" SUBDRAIN)

AutoCAD SHX Text TYPE SW-512 CIRCULAR AREA INTAKE #3 W/SW-604 TYPE '4A' CASTING E: 2467702.7132', N: 650932.6292', GRATE = 611.00 IN W = 608.00 (6" SUBDRAIN) IN S = 607.50 (12" RCP) OUT E = 607.43 (6" SUBDRAIN)

AutoCAD SHX Text TYPE SW-512 CIRCULAR AREA INTAKE #4 W/SW-604 TYPE '4A' CASTING E: 2467719.3164', N: 650813.9484', GRATE = 611.00 IN W = 608.00 (6" SUBDRAIN) IN S = 608.00 (6" SUBDRAIN) IN E = 608.00 (6" SUBDRAIN) OUT N = 607.74 (12" RCP)

AutoCAD SHX Text TYPE SW-512 CIRCULAR AREA INTAKE #5 W/SW-604 TYPE '4A' CASTING E: 2467888.4719', N: 651025.5756', GRATE = 611.00 IN W = 607.20 (6" SUBDRAIN) IN E = 607.20 (6" SUBDRAIN) OUT S = 607.07 (12" RCP)

AutoCAD SHX Text TYPE SW-512 CIRCULAR AREA INTAKE #6 W/SW-604 TYPE '4A' CASTING E: 2467762.2386', N: 651019.8939', GRATE = 611.00 IN W = 608.00 (6" SUBDRAIN) OUT E = 607.96 (6" SUBDRAIN)

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146 LF 12-INCH RCP CLASS III @ 0.20%

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112 LF TYPE 1, CASE A SUBDRAIN WITH 6-INCH PERFORATED SDR 35 @ 0.20%

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120 LF 12-INCH RCP CLASS III @ 0.20%

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85 LF 12-INCH RCP CLASS III @ 0.20%

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END OF 12-INCH RCP CLASS III, = 606.55= 606.55

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FEET

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GRADING PLAN

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STORM SEWER PLAN

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63 LF TYPE 1, CASE A SUBDRAIN WITH 6-INCH PERFORATED SDR 35 @ 0.20%

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20 LF TYPE 1, CASE A SUBDRAIN WITH 6-INCH PERFORATED SDR 35 @ 2.00%

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25 LF TYPE 1, CASE A SUBDRAIN WITH 6-INCH PERFORATED SDR 35 @ 2.00%

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75 LF TYPE 1, CASE A SUBDRAIN WITH 6-INCH PERFORATED SDR 35 @ 1.00%

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105 LF TYPE 1, CASE A SUBDRAIN WITH 6-INCH PERFORATED SDR 35 @ 1.00%

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40 LF TYPE 1, CASE A SUBDRAIN WITH 6-INCH PERFORATED SDR 35 @ 2.00%

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126 LF TYPE 1, CASE A SUBDRAIN WITH 6-INCH PERFORATED SDR 35 @ 0.60%

AutoCAD SHX Text = 608.40

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AutoCAD SHX Text = 608.75

AutoCAD SHX Text = 609.05

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65 LF 12-INCH FILTER SOCK

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120 LF 12-INCH FILTER SOCK

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1. THE GRADING CUT/FILL QUANTITY IS A LITTLE UNDER 30,000 CY (ASSUMING A 30% SHRINK. THIS 30,000 CY WILL BE PREDOMINANTLY ALL IMPORT. THE IMPORT QUANTITY IS APPROXIMATELY 28,500 CY (ASSUMING A 30% SHRINK FACTOR). THERE IS A BORROW SITE THAT HAS 30,000+ CUBIC YARDS OF CLAY FILL AVAILABLE 3.6 MILES AWAY (SEE BORROW MAP LOCATION BELOW). BORROW SITE CONTACT INFORMATION: GLENDA SCHOENING, AGGREGATE SALES, RIVERSTONE GROUP. INC, 4640 EAST 56TH ST, DAVENPORT, IA 52807. PHONE DIRECT: 309-757-8264 CELL: 309-236-4016 2. THE TYPE 1, CLASS 'A' SUBDRAIN SHALL INCLUDE THE 6-INCH PERFORATED SDR 35 PIPE, THE POROUS BACKFILL MATERIAL AND THE ENGINEERING FABRIC IN THE LINEAL FOOT BID ITEM. REFERENCE SUDAS 4040.231 DRAWING. 3. CONTRACTOR SHALL INSTALL 6-INCH EARTHEN BERMS (MOUNDS) 6 FEET IN LENGTH LOCATED 3 FEET WEST IN INTAKES TO SHIELD THE GRATES FROM THE FIRING RANGE. THERE ARE 7 LOCATIONS FOR THESE 6-INCH EARTHEN MOUNDS.

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1. THE 12-INCH STORM SEWER BETWEEN INTAKES #1 AND #5 WILL BE GOING THROUGH THE CAST-IN-PLACE CONCRETE WALL AND WILL MOST LIKELY BE IN CONFLICT WITH THE FOOTING DEPTH OF THE WALL. A CONCRETE SADDLE SUPPORT MAY BE NECESSARY ON EITHER SIDE OF THE WALL TO HELP SUPPORT THE PIPING AND NOT ADVERSELY AFFECT THE INTEGRITY OF THE WALL. THIS CONCRETE SADDLE IS CONSIDERED INCIDENTAL TO THE STORM SEWER CONSTRUCTION.

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CRITICAL CROSSING WITH CAST-IN-PLACE CONCRETE WALL

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8-FOOT HIGH CAST IN PLACE WALLS. SEE ARCH. PLANS FOR DETAILS

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8-FOOT HIGH CAST IN PLACE WALLS. SEE ARCH. PLANS FOR DETAILS

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BORROW LOCATION MAP

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TOP OF BACKSTOP BERM ELEV = 625'

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TOP OF SIDE BERM ELEV = 620'

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5' WIDE LEVEL PAD HALFWAY UP BACKSTOP BERM, ELEV = 624.50'

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TOP OF BACKSTOP BERM ELEV = 637'

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2.4:1 SLOPE

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35 LF TYPE 1, CASE A SUBDRAIN WITH 6-INCH PERFORATED SDR 35 @ 2.00%

AutoCAD SHX Text = 608.70

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30 LF TYPE 1, CASE A SUBDRAIN WITH 6-INCH PERFORATED SDR 35 @ 2.00%

AutoCAD SHX Text = 608.70

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83 LF TYPE 1, CASE A SUBDRAIN WITH 6-INCH PERFORATED SDR 35 @ 2.00%

AutoCAD SHX Text = 608.86

TYPE SW-512 CIRCULAR AREA INTAKE #7 W/SW-604 TYPE '4A' CASTING E: 2467927.4324', N: 651027.3292', GRATE = 611.00 IN E = 608.10 (6" SUBDRAIN) OUT W = 608.00 (6" SUBDRAIN)

CIRCUIT HOMERUN, CONCEALED CONDUIT OR CABLE

GENERAL SYMBOLS

JUNCTION BOX, CEILING OR FLOOR MOUNTED.

JUNCTION BOX, WALL MOUNTED, ELEVATION AS NOTED.

EQUIPMENT IDENTIFICATION TAG. REFER TO EQUIPMENT CONNECTION SCHEDULE

DETAIL DRAWING REFERENCE TAG, SIM-SIMILAR, TYP-TYPICAL, OPP-OPPOSITE

A101

SIM

KEYNOTE#

XXX

SHEET REFERENCE

LIGHTING SYMBOLS

SITE POLE LUMINAIRE, SEE LIGHTING FIXTURE SCHEDULE ON E-300 FOR DETAILS

SURFACE MOUNTED STRIP FIXTURE

INDUSTRIAL STRIP LIGHT FIXTURE

EMERGENCY LIGHT FIXTURE, WALL MOUNT, +96" OR AS NOTED

EXIT SIGN, WALL MOUNT +96", SHADED AREAS INDICATE NUMBER OF

FACES, ARROWS INDICATE SIGN ARROWS

EXTERIOR LIGHT FIXTURE, SEE LIGHTING FIXTURE SCHEDULE ON E-300 FOR DETAILS.

SINGLE POLE SWITCH, WALL MOUNT +48", OR AS NOTED,

LETTER INDICATES SWITCH LEG

OCCUPANCY SENSOR, WALL MOUNT +48" OR AS NOTED, NUMBER INDICATES TYPE,

LETTER INDICATES SWITCH LEG, REFER TO LIGHTING CONTROLS SCHEDULE

OCCUPANCY SENSOR, CEILING MOUNT, NUMBER INDICATES TYPE, LETTER

INDICATES SWITCH LEG, REFER TO LIGHTING CONTROLS SCHEDULE

a c a

FLOOD LIGHT FIXTURE, WALL MOUNT AS NOTED

F1(6')

+10'-6" c

IN1

UPPERCASE LETTERING

INDICATES FIXTURE TYPE.

REFER TO LUMINAIRE SCHEDULE

+## INDICATES FIXTURE MOUNTING HEIGHT

FROM BOTTOM OF FIXTURE TO FINISHED

FLOOR. COORDINATE ALL FIXTURE

ELEVATIONS WITH ARCHITECTURAL RCP

PRIOR TO ROUGH-IN AND SHOP SUBMITTALS.

LOWERCASE LETTERING INDICATES SWITCH LEG.

SHADING AND/OR "EM#" INDICATES

EMERGENCY OPERATION FIXTURE. NUMBER

INDICATES EMERGENCY CIRCUIT NUMBER.

LIGHTING PLANS NOTATION KEY

POWER SYMBOLS

DUPLEX RECEPTACLE, WALL MOUNT +18", OR AS NOTED

DUPLEX GFCI RECEPTACLE, WALL MOUNT +18", OR AS NOTED

DUPLEX GFCI WEATHER RESISTANT RECEPTACLE WITH WEATHER-PROOF

IN-USE COVER, WALL MOUNT +24", OR AS NOTED

EQUIPMENT CONNECTION, REFER TO ELECTRICAL EQUIPMENT CONNECTION

SCHEDULE FOR CONNECTION TYPE

MOTORIZED DOOR OPERATOR CONTROL STATION, WALL MOUNT, +48", OR AS NOTED

UTILITY METER

DUPLEX RECEPTACLE, SURFACE RACEWAY, WALL MOUNT +18", OR AS NOTED

PANELBOARD - SURFACE MOUNTED

DISCONNECT SWITCH

S SPEAKER - CEILING MOUNTED

1. COORDINATE LOCATION/INSTALLATION OF MECHANICAL AND ELECTRICAL WORK WITH ALL

OTHER TRADES. BEGIN INSTALLATION AND ROUGH-IN ONLY AFTER PROPER AND TIMELY

COORDINATION WITH ALL TRADES ASSOCIATED WITH THE INSTALLATION IS COMPLETE.

COORDINATE WITH BUILDING STRUCTURE, ARCHICTURE, MECHANICAL SHEET METAL, ALL

PIPING SYSTEMS, LIGHT FIXTURES, CONDUITS, CABLE TRAYS, EQUIPMENT

ACCESS/CLEARANCE, ETC. REFER TO ALL GENERAL, MECHANICAL, AND ELECTRICAL

DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT. CONTRACTOR IS RESPONSIBLE FOR

REWORK OF INSTALLED EQUIPMENT RESULTING FROM INSUFFICIENT COORDINATION.

2. ELECTRICAL DRAWINGS ARE ONLY A PORTION OF THE COMPLETE SET OF PLANS AND

CONTRACT DOCUMENTS. THE ELECTRICAL SCOPE OF WORK IS DEFINED BY THE COMPLETE

SET OF CONTRACT DOCUMENTS. THIS INCLUDES BUT IS NOT LIMITED TO REFERENCING;

ARCHITECTURAL PLANS FOR DIMENSIONS AND DETAILS; EQUIPMENT PLANS FOR ROUGH-IN

REQUIREMENTS, MECHANICAL PLANS FOR EQUIPMENT SIZES AND LOCATIONS.

GENERAL NOTES - ELECTRICAL

GENERAL NOTE:

UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES HAVE BEEN SHOWN BASED UPON

INFORMATION OBTAINED FROM FIELD LOCATIONS BY UTILITY COMPANIES, AVAILABLE SURVEYS

AND RECORDS. THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS ALSO

POSSIBLE THAT THERE MAY BE OTHER UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES IN

EXISTENCE THAT ARE NOT SHOWN. IT IS THE RESPONSIBILITY OF EACH INDIVIDUAL PARTY

REFERENCING THIS PLAN TO DETERMINE THE EXACT LOCATION AND TYPE OF UNDERGROUND

FACILITIES ON THE SITE. HAND EXCAVATE AT CRITICAL POINTS AS NECESSARY TO VERIFY

LOCATIONS, SIZES, ELEVATIONS, FLOW LINES, ETC. IF A PROBLEM OR INTERFERENCE EXISTS, NOTIFY ARCHITECT/ENGINEER BEFORE PROCEEDING.

IOWA

ONE CALL

1-800-292-8989

CALL - BEFORE - YOU - DIG

1. PROVIDE ELECTRICAL INSTALLATION IN ACCORDANCE WITH ALL LOCAL, STATE, AND

NATIONAL CODES.

2. THE CURRENT ADOPTED EDITION OF THE ELECTRICAL CODE IS THE STANDARD FOR THE

ELECTRICAL INSTALLATION. VERIFY WITH LOCAL OFFICIALS WHEN PERMITS ARE OBTAINED.

NOTIFY DESIGN TEAM OF ANY DESCREPANCIES BETWEEN THE PROJECT MANUAL OR

DRAWINGS AND THE GOVERNING CODE.

3. INSTALLATION SHALL FOLLOW REQUIREMENTS OF THE ADAAG –AMERICANS WITH

DISABILITIES ACT.

4. REFER TO PROJECT MANUAL AND PROJECT CODE REVIEW SHEET FOR LIST OF APPLICABLE

CODES.

CODE NOTES - ELECTRICAL

1. UTILITIES SHOWN ON ELECTRICAL SITE PLAN ARE SCHEMATIC ONLY. VERIFY ALL SITE

CONDITIONS AND DIMENSIONS ON SITE PRIOR TO SUBMITTING BID AND ORDERING

EQUIPMENT.

2. REPAIR ALL AFFECTED SURFACES AND RESTORE TO EXISTING CONDITIONS AT COMPLETION

OF PROJECT.

3. WARNING - CALL BEFORE YOU DIG: LAW REQUIRES ANYONE DOING EXCAVATION, FENCING,

PLANTING OR DRILLING TO CALL 48 HOURS IN ADVANCE. HAND DIG WITHIN 18 INCHES OF ANY

LOCATE MARK OR FLAG. ONE-CALL 811.

SITE NOTES - ELECTRICAL

1. BECOME FAMILIAR WITH EXISTING CONDITIONS PRIOR TO BID.

2. INCREASE CONDUCTOR SIZES ON 20A 120V-1 PHASE CIRCUITS EXCEEDING 100 FEET TO

CENTER OF LOAD TO ACCOUNT FOR VOLTAGE DROP.

3. RACEWAYS AND BOXES ARE SHOWN DIAGRAMMATICALLY ONLY AND INDICATE GENERAL

AND APPROXIMATE LOCATIONS. LAYOUTS DO NOT ALWAYS SHOW THE TOTAL NUMBER

OF RACEWAYS OR BOXES FOR THE CIRCUITS REQUIRED, NOR ARE THE LOCATIONS OF

INDICATED RUNS INTENDED TO SHOW THE ACTUAL ROUTING OF THE RACEWAYS.

4. LIGHT FIXTURES, SWITCHES, DEVICES, ETC. ARE SHOWN IN PREFERRED LOCATION.

MODIFY CONDUIT, HANGERS, CIRCUITING, ETC. TO PROVIDE A COMPLETE AND

OPERATIONAL SYSTEM.

5. PROVIDE A DEDICATED GREEN INSULATED GROUND CONDUCTOR TO ALL DEVICES. DO

NOT USE CONDUIT SYSTEM AS THE ONLY EQUIPMENT GROUNDING METHOD.

6. DO NOT INSTALL BOXES BACK-TO-BACK ON OPPOSITE SIDES OF THE SAME WALL.

MAINTAIN MINIMUM OF 8” DISTANCE BETWEEN BOXES WHEREVER APPLICABLE.

7. BALANCE PANEL LOADS DURING INSTALLATION. CIRCUIT NUMBERING SHOWN ON PLANS

MAY BE ADJUSTED TO ACCOMODATE.

8. PROVIDE TYPED PANEL DIRECTORY AT PROJECT COMPLETION FOR NEW PANELS AND

EXISTING PANELS WITH CIRCUITS MODIFIED AS A RESULT OF THIS PROJECT. USE

OWNER’S CURRENT ROOM NUMBERS AND EQUIPMENT NAMES.

9. CONTRATOR IS RESPONSIBLE FOR OPENINGS IN WALLS, FLOORS, CEILINGS, AND ROOFS

THAT ARE REQUIRED TO COMPLETE THEIR SCOPE OF WORK. SEAL PENETRATIONS IN

ACCORDANCE WITH THE RATING OF THE AFFECTED ASSEMBLY. REFER TO

ARCHITECTURAL CODE PLAN FOR RATED WALLS, FLOORS, AND CEILINGS.

INSTALLATION NOTES - ELECTRICAL

1. PROVIDE NORMAL WIRING DEVICES AS GRAY UNLESS OTHERWISE NOTED.

2. PROVIDE DEVICES COVER PLATES AS STAINLESS STEEL. MATCH WIRING DEVICES COLOR.

3. PROVIDE GFCI TYPE RECEPTACLES AT ALL LOCATIONS REQUIRED BY THE NEC.

4. INSTALL WALL MOUNTED RECEPTACLES AT +18" ABOVE FINISHED FLOOR UNLESS OTHERWISE

NOTED.

5. INSTALL WALL MOUNTED LIGHT SWITCHES AT +46” ABOVE FINISHED FLOOR UNLESS

OTHERWISE NOTED. EXCEPTION; INSTALL DEVICES ABOVE AN OBSTRUCTED HIGH FORWARD

REACH OBSTACLE GREATER THEN 20 INCHES IN DEPTH AT +42”.

6. INSTALL ABOVE COUNTERTOP RECEPTACLES +8” ABOVE COUNTERTOP OR AS OTHERWISE

INDICATED.

7. AT A COMMON COUNTERTOP, INSTALL ALL RECEPTACLES AND SWITCHES AT THE SAME

HEIGHT UNLESS OTHERWISE SPECIFICALLY INDICATED.

DEVICE INSTALLATION AND MATERIALS - ELECTRICAL

1. UNLESS NOTED OTHERWISE, CONNECT ALL EMERGENCY BATTERY FIXTURES WITH AN UN-

SWITCHED LEG OF THE LIGHTING CIRCUIT THAT SERVES THE FIXTURES SPACE. MAINTAIN

NORMAL SWITCHING SCHEME OF EMERGENCY FIXTURES UNDER NORMAL OPERATION.

INSTALL PER EMERGENCY FIXTURE OR TRANSFER DEVICE INSTRUCTIONS.

2. VERIFY CEILING TYPE (IE. GRID, GYP) WITH ARCHITECTURAL REFLECTED CEILING PLANS

PRIOR TO RELEASE OF LIGHTING FIXTURE EQUIPMENT PACKAGE. ADJUST FIXTURE TYPE,

CONSTRUCTION, FLANGE, OR OTHER COORDINATION DETAILS AS REQUIRED FOR CEILING

TYPE.

3. LIGHTING CONTROLS SENSORS ARE SHOWN ON PLANS AT SUGGESTED LOCATIONS ONLY.

VERIFY LOCATIONS WITH MANUFACTURER GUIDELINES AND INSTALLATION

RECOMMENDATIONS. ADJUST LOCATIONS AS REQURIED TO MEET MANUFACTURER

GUIDELINES.

4. PROVIDE LIGHTING CONTROLS AS A COMPLETE SYSTEM AND INCLUDE MATERIAL AND

INSTALLATION FOR ALL POWER PACKS, ACCESSORIES, CONTROLLERS, AND WIRING

REQUIRED FOR OPERATION.

INSTALLATION NOTES - LIGHTING

REFER TO EQUIPMENT CONNECTION SCHEDULE FOR COORDINATION DETAILS BETWEEN

MECHANICAL AND ELECTRICAL SYSTEMS.

PROVIDE AND INSTALL ELECTRICAL SYSTEMS UNDER THIS CONTRACT MEETING THE

REQUIREMENTS OF THE SPECIFIED MECHANICAL, FIRE PROTECTION, AND PLUMBING

SYSTEMS. REFERENCE THE ENTIRE PROJECT DOCUMENTS, MANUALS, SCHEDULES, DETAILS,

AND NOTES.

PROVIDE ELECTRICAL CONNECTIONS AND ACCESSORIES INCLUDING STARTERS,

DISCONNECTS, CONTROL WIRING, ETC. AS REQUIRED FOR THE BUILDING MECHANICAL

EQUIPMENT. INFORMATION HEREIN AND ON THE DRAWINGS IS FOR GENERAL DESCRIPTION

AND ESTIMATING PURPOSES ONLY. VERIFY VOLTAGE, AMPERAGE, PHASE, INRUSH, ETC. FOR

EACH ITEM OF EQUIPMENT BEFORE PROCEEDING WITH INSTALLATION. INSTALL EQUIPMENT

PER WIRING DETAILS AND INSTRUCTIONS FURNISHED BY…

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File details come from the government source that posted it. Updated May 23, 2025.