23-06-92-04 - Plans.pdf

Ryan E Richey Digitally signed by Ryan E Richey DN: C=US, E=ryan.richey@dnr.iowa.gov, O=Iowa Department of Natural Resources, OU=Engineering Section - L&W Bureau, CN=Ryan E Richey Date: 2023.02.02 14:44:59-06'00'

Mike Typewritten Text

Text Box Project includes removing the existing entrance portal (sign) at Lake Darling State Park and replacing it with a standard Iowa DNR Design Guide stone entry portal.

Mike Text Box 23-06-92-04

Mike Text Box August 5, 2026

Mike Text Box Bruce Flippin

Mike Text Box

Mike Text Box 515-689-8009

Mike Text Box Bruce.Flippin@dnr.iowa.gov

Mike Text Box

Mike Text Box

Text Box

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DIMENSION NOTES

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.

WHEN A ROOM CENTERLINE IS INDICATED ONLY ONE SIDE OF THE ROOMS ELEMENTS

MAY BE DIMENSIONED.

COLUMN IDENTIFICATION: DETAILS \\1LL GOVERN ALL DIMENSIONS AND NO DIMENSIONS

\\1LL BE SHOWN ON SMALL SCALE PLANS.

PARTITION CENTERED ON COLUMN OR GRID LINES \\1LL NOT BE DIMENSIONED ON

SMALL SCALE PLANS.

PARTITION WITH A FINISHED FACE FLUSH WITH FINISH FACE OF COLUMN WILL NOT

be DIMENSIONED ON SMALL SCALE PLANS.

PARTITION FINISH FACE ON COLUMN OR GRID LINE WILL NOT BE DIMENSIONED ON

SMALL SCALE PLANS .

MATERIAL

- EARTH

CONCRETE MASONRY UNIT

- COMPACTED EARTH

a metal stud

GRASS

PARTICLE BOARD

§I GRAVEL

PLYWOOD

11111 clay

B

BATT INSULATION

53] fence

ACOUSTICAL CEILING TILE

- turf block plastic

- pavers carpet

7. WHEN ONE JAMB OCCURS AT A COLUMN OR GRID LINE NO DIMENSIONS \\1LL BE

SHOWN ON THE SMALL SCALE PLANS. THE OPENING \\1DTH WILL BE GOVERNED BY

CRITERIA OR SCHEDULES.

8. 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:

a. ONE JAMB FACE LOCATED BY A PARTITION AT RIGHT ANGLE. 4"TYPICAL

UNLESS INDICATED ON PLAN.

b. OR AS DIMENSIONED ON PLAN.

10. PARTITIONS ARE DIMENSIONED TO FACE OF CMU OR FACE OF STUD UNLESS

OTHER\\1SE NOTED.

11. DIMENSIONS ARE INDICATED IN THE DOCUMENTS. THE DRAWINGS SHALL NOT BE

SCALED FOR DIMENSIONS.

LEGEND

:;1;r,l�f' GYPSUM / STUCCO - brick

- grout CONCRETE

[Jill sand. ASPHALT foam INSULATION E] cast stone

II

RIGID INSULATION � stone

ALUMINUM glass

STEEL WOOD BLOCKING

FINISHED WOOD � CONTINUOUS WOOd

SYMBOL LEGEND

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DESCRIPTION1

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NORTH AAROW

DRAWING / DETAIL IDENTIFICATION

SECTION REFERENCE

DETAIL REFERENCE

EXTERIOR ELEVATION

INTERIOR ELEVATION

ELEVATION TARGET

COLUMN GRID

MATCH LINES

ROOM

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ROOM/SPACE IDENTIFICATION

DOOR TAG

WINDOW TAG

WALL TYPE REFERENCE

KEYNOTE NUMBER -NEW

C.S.I. DIVISION/KEY

KEYNOTE - DEMOLITION

KEYNOTE - NEW/RENOVATION

KEYNOTE - FlNISH/ACCESSORY

PROPERTY LINE REFERENCE

CENTER LINE REFERENCE

LEVEL CHANGE REFERENCE

DETAIL CUT LINE

REVISION NUMBER AND CLOUD

GENERAL NOTES

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 MATERIAL OR CONSTRUCTION METHOD STANDARD. THE GENERAL CONTRACTOR SHALL PROVlDE A BID PRICE BASED ON THE SPECIFlC MATERIALS NOTED.

2. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFlCATION FROM THE ARCHITECT BEFORE CONTINUING l'llTH CONSTRUCTION.

J. GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL PERFORM THEIR WORK IN ACCORDANCE WITH ALL

APPLICABLE CODES GOVERNING EACH TRADE.

4. THE CONTRACTOR SHALL MAINTAIN A QEAN AND ORGANIZED JOB SITE, ACCEPTABLE TO THE OWNER.

5. THE CONTRACTOR SHALL COORDINATE THE SEQUENCE Of WORK 111TH THE OWNER REPRESENTATIVE ..

6. 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

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 COORDINATION RESULTING IN ADDED COST TO THE CONTRACT WILL BE BORNE BY THE CONTRACTOR.

9. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE EXISTING BUILDING WATER TIGHT DURING

CONSTRUCTION.

10. 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

12. THE OWNER \\1LL ASSUME ALL LIABILITY AND SHALL TAKE PERSONAL RESPONSIBILITY FOR ANY DEaSIONS THAT

THEY MAKE TO CHANGE OR ALTER THE CONSTRUCTION DOCUMENTS WITHOUT THE ARCHITECfS WRITTEN

APPROVAL.

1J. PROTECT ALL EXISTING FlNISHES AND MATERIALS TO REMAIN, IN ACCORDANCE 111TH 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 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 NOTIFlED PRIOR TO CUTTING OF ANY STRUCTURAL ITEM {I.E. CONCRETE FLOOR, MASONRY, WALL, ETC.) \\1THIN 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, PATTERNS, AND/OR TEXTURES.

16. ALL SALVAGE MATERIALS REMOVED SHALL REMAIN THE PROPERTY OF THE OWNER. ALL NON-SALVAGE CONSTRUCTION MATERIALS AND DEBRIS FROM DEMOLJTION WORK SHALL BE REMOVED FROM THE SITE AS WORK

PROGRESSES, UNLESS OTHER\\1SE NOTED.

17. ISOLATE ALL DISSIMILAR METALS. G SHALL REQUEST APPROVAL BY THE ARCHITECT FOR MATERIALS USED FOR

THIS PURPOSE, PRIOR TO INSTALLATION.

18. SEALANTS SHALL BE COMPATIBLE 111TH ADJACENT SURFACE(S) THAT ARE IN CONTACT. REFER TO SPECIFICATIONS

FOR APPROVED MANUFACTURERS AND PROCEDURES.

19. CAULK JOINTS OF DISSIMILAR EXPOSED TO VlEW MATERIALS AS REQUIRED BY THE ARCHITECT.

20. ALL DOOR HARDWARE TO BE FL. ADA COMPLIANT.

21. ALL EXTERIOR WALLS, DOORS AND \\1NDOWS ARE EXISTING U.N.0.

22. ALL FINISHES TO BE PER CLASS INDICATED ON A-004

23. NO CONSTRUCTION SHALL OCCUR l'llTHOUT SHOP DRAl'llNG APPROVAL SHOP DRA\\1NGS TO BE PROVIDED TO

ARCHITECT FOR REVlEW UPON BEING REVIEWED AND SIGNED/DATED BY THE GENERAL CONTRACTOR AND SHALL INCLUDE

BUT NOT BE LIMITED TO THE FOLLOWING ITEMS:

- CABINETRY MILLWORK

- RUNNING TRIM AND CASING PROFlLES

- PAINT/LAMINATE COLOR SAMPLES

- ACOUSTICAL CEILING AND GRID

- TOILET ACCESSORIES

- KITCHEN EQUIPMENT

- ROOF PENETRAllONS

- HVAC EQUIPMENT

- PLUMBING EQUIPMENT AND FIXTURES

- ELECTRICAL EQUIPMENT AND FlXTURES

24. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL SUBMIT (2) COPIES OF MATERIAL SAFETY DATA SHEETS

{MSDS) FOR ALL PRODUCTS USED TO PERFORM THE WORK.

VERIFY ACTUAL LOCATIONS AND ELEVATIONS WITH DNR ENGINEER.

ALL WORK SHALL CONFORM TO AND BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODES AND

ORDINANCES.

THE CONTRACTOR SHALL VISIT THE SITE AND INSPECT THE PROJECT AREA AND THOROUGHLY FAMILIARIZE THEMSELVES 111TH THE ACTUAL JOB CONDITIONS PRIOR TO BIDDING AND THE START OF WORK. FAILURE TO VlSIT THE PROJECT SITE SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING THE WORK IN ACCORDANCE TO THE PLANS, SPECIFlCA TION, SPECIAL PROVISIONS AND CONTRACT.

THE CONTRACTOR SHALL VERIFY, AT THE SITE, ALL DIMENSIONS AND CONDITIONS SH0\\1N ON THE PLANS AND SHALL NOTIFY THE DNR ENGINEER OF ANY DISCREPANCIES, OMISSIONS, AND/OR CONFLICTS PRIOR TO

PROCEEDING 111TH THE WORK.

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVlDE WASTE AREAS OR DISPOSAL SITES FOR EXCESS MATERIAL {EXCAVATED MATERIAL OR BROKEN CONCRETE) WHICH IS NOT DESIRABLE TO BE INCORPORATED INTO THE WORK INVOLVED ON THIS PROJECT. NO PAYMENT FOR OVERHAUL \\1LL BE ALLO\\'IED FOR MATERIAL HAULED TO THESE SITES. NO MATERIAL SHALL BE PLACED \\1THIN THE RIGHT-OF-WAY, UNLESS SPECIFICALLY

STATED IN THE PLANS OR APPROVED BY THE DNR ENGINEER.

THE CONTRACTOR SHALL NOT DISTURB DESIRABLE GRASS AREAS AND DESIRABLE TREES OUTSIDE THE CONSTRUCTION LIMITS. THE CONTRACTOR WILL NOT BE PERMITTED TO PARK OR SERVICE VEHICLES AND EQUIPMENT OR USE THESE AREAS FOR STORAGE OF MATERIALS. STORAGE, PARKING AND SERVICE AREAS

\\1LL BE SUBJECT TO THE APPROVAL OF THE DNR ENGINEER.

WHERE UllLITIES AND FIXTURES ARE SHOWN AS EXISTING ON THE PLANS OR ENCOUNTERED WITHIN THE CONSTRUCTION AIREA, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE DNR ENGINEER OF THOSE UTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. THE CONTRACTOR SHALL BE AFFORDED ACCESS TO THESE FACILITIES FOR NECESSARY MODIFICATION OF SERVlCES. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS AND THEREFORE THEIR LOCAllONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN OR SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION AND TO AVOID DAMAGE THERETO. NO CLAIMS FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR ANY INTERFEREINCE OR DELAY

CAUSED BY SUCH WORK.

THE CONTRACTOR SHALL SHAPE GRADED AREA TO MAINTAIN SURFACE DRAINAGE. ALL ELEVAllONS ARE TO

FINISH GRADE.

THE CONTRACTOR IS EXPECTED TO HAVE MATERIALS, EQUIPMENT, AND LABOR AVAILABLE ON A DAILY BASIS TO INSTALL AND MAINTAIN EROSION CONTROL FEATURES ON THE PROJECT. THIS MAY INVOLVE SEEDING, SILT

FENCE, ROCK DITCH CHECKS, SILT BASINS OR SILT DIKES.

*DIVISIONS 20-41 OF THE STANDARD SPECIFICATIONS FOR BRIDGE AND HIGHWAY CONSTRUCTION, CURREINT EDITION WITH

GS-15011 SHALL APPLY TO THIS PROJECT.

STONE SWATCH / PATTERNING

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STONE LAYOUT SHALL HAVE A LARGE TO SMALL HIERARCHY. LAIRGER STONES SHALL BE PREDOMINATELY PLACED ON THE LOWER SECTIONS OF THE MONUMENT WHILE SMALLER STONES SHALL BE PLACED PREDOMINATELY AT THE UPPER SECllONS. HOWEVER, STONE SHALL BE INTERMIXED TO HAVE A NATURAL VlSUAL APPEARANCE. NO SINGLE STONE SHALL EXCEED 2" EXTENSION FROM THE SURROUNDING STONES TO PROTECT AGAINST EXCESSIVE WEAR. MORTAR JOINTS SHALL BE BETWEEN ¼" MINIMUM - f

MAXIMUM.

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CHK'D BY: DATE:

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SHEET No:

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KEYNOTES GENERAL NOTES

1. ENTRY PORTAL, FINAL PLACEMENT TO BE DETERMINED BY DNR ARCHITECT DURING PRE-CONSTRUCllON A. EXTRA DIRT TO BE REMOVED FROM SITE.

MEEllNG. SLOPE SURROUNDING GRADE TO DRAIN AWAY FROM PORTAL, RESTORE AREA AFTER B. FlELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCllON.

COMPLEllON OF PORTAL. C. ALL FASTENERS, BRICK llES AND ANCHORS TO BE STAINLESS STEEL.

2. EXISllNG ROADWAY TO REMAIN. D. ALL DECORAllVE STEEL CAPS AND STRAPS TO BE 1/4" POWDER COATED BLACK STEEL.

3. DEMOLISH EXISllNG STONE ENTRY PORTAL THE ALUMINUM SIGN SHALL BE RETURNED TO DNR STAFF. E. ALL FLASHING TO BE 160Z COPPER.

4. EXISllNG STONE PORTALS TO REMAIN. F. USE WEEP ROPE AT ALL NECESSARY LOCATIONS.

5. ELECTRIC LINE FOR PROPOSED PORTAL LIGHllNG FROM ELECTRICAL PANEL IN SHOP BUILDING, USE G. ALL WOOD PRODUCTS TO RECEIVE TWO (2) COATS OF TWP 116 RUSllC STAIN.

OPEN CIRCUIT. DIRECT BURY LINE WHERE POSSIBLE, SIZE LINE PER CODE AND ELECTRICAL NEEDS, BY H. SUBMIT SHOP DRA\\1NGS ON STONE LAYOUT, REBAR LAYOUT, LIMESTONE CAPS, LAMINATED WOOD ELECTRICAL CONTRACTOR. DISTANCE IS APPROXIMATELY 600 FEET FROM SHOP. BEAM, STEEL STRAPPING AND ACCESSORIES AND SIGN BACKER.

6. PORTAL LIGHT: STONCO FLOODLIGHT W/ PHOTO-CELL CONTROL, OR APPROVED EQUAL I. USE TYPE "N" MORTAR (ASTM C270) ON ALL MASONRY MORTAR JOINTS.

(FL80-NW-G1-PCB-T-FL-8-BZ). PLACE 12" DIAMETER CONCRETE FOOllNG, 48" DEEP, EXTEND 12"" J. CONTRACTOR TO CONTACT IOWA ONE CALL (811) TO AVOID UllLlllES.

ABOVE GRADE, ATTACH LIGHT PER MANUFACTURER'S RECOMMENDAllONS. K. LICENSED ELECTRICIAN TO INSTALL LIGHTS AND ELECTRICAL LINE. CONTRACTOR SHALL ABIDE BY ALL

7. ELECTRICAL HAND-HOLE, SPLICE EXISllNG LINE TO NEW LINE FOR LIGHTS. EXISTING LINE LOCATION LOCAL CODES AND ORDINANCES AND WORK SHALL COMPLY l'nTH CURRENT NEC CODE.

UNKNOWN, ELECTRICAL CONTRACTOR TO LOCATE PRIOR TO PERFORMING WORK AND TAKE ALL SAFETY PRECAUllONS NECESSARY TO COMPLETE THE WORK.

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I. ENTRY PORTAL, FINAL PLACEMENT TO BE DETERMINED BY DNR ARCHITECT DURING PRE-CONSTRUCllON A. EXTRA DIRT TO BE REMOVED FROM SITE.

MEEllNG. SLOPE SURROUNDING GRADE TO DRAIN AWAY FROM PORTAL, RESTORE AREA AFTER B. FlELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCllON.

COMPLEllON OF PORTAL. C. ALL FASTENERS, BRICK llES AND ANCHORS TO BE STAINLESS STEEL.

2. EXISllNG ROADWAY TO REMAIN. D. ALL DECORAllVE STEEL CAPS AND STRAPS TO BE 1/4" POWDER COATED BLACK STEEL.

3. DEMOLISH EXISllNG STONE ENTRY PORTAL THE ALUMINUM SIGN SHALL BE RETURNED TO DNR STAFF. E. ALL FLASHING TO BE 160Z COPPER.

4. EXISllNG STONE PORTALS TO REMAIN. F. USE WEEP ROPE AT ALL NECESSARY LOCAllONS.

5. ELECTRIC LINE FOR PROPOSED PORTAL LIGHllNG FROM ELECTRICAL PANEL IN SHOP BUILDING, USE G. ALL WOOD PRODUCTS TO RECEIVE TWO (2) COATS OF TWP 116 RUSllC STAIN.

OPEN CIRCUIT. DIRECT BURY LINE WHERE POSSIBLE, SIZE LINE PER CODE AND ELECTRICAL NEEDS, BY H. SUBMIT SHOP DRA\\1NGS ON STONE LAYOUT, REBAR LAYOUT, LIMESTONE CAPS, LAMINATED WOOD ELECTRICAL CONTRACTOR. DISTANCE IS APPROXIMATELY 600 FEET FROM SHOP. BEAM, STEEL STRAPPING AND ACCESSORIES AND SIGN BACKER.

6. PORTAL LIGHT: STONCO FLOODLIGHT W/ PHOTO-CELL CONTROL, OR APPROVED EQUAL I. USE TYPE "N" MORTAR (ASTM C270) ON ALL MASONRY MORTAR JOINTS.

(FL80-NW-GI-PCB-T-FL-8-BZ). PLACE 12" DIAMETER CONCRETE FOOllNG, 48" DEEP, EXTEND 12"" J. CONTRACTOR TO CONTACT IOWA ONE CALL (811) TO AVOID UllLlllES.

ABOVE GRADE, ATTACH LIGHT PER MANUFACTURER'S RECOMMENDAllONS. K. LICENSED ELECTRICIAN TO INSTALL LIGHTS AND ELECTRICAL LINE. CONTRACTOR SHALL ABIDE BY ALL

7. ELECTRICAL HAND-HOLE, SPLICE EXISllNG LINE TO NEW LINE FOR LIGHTS. EXISllNG LINE LOCAllON LOCAL CODES AND ORDINANCES AND WORK SHALL COMPLY 111TH CURRENT NEC CODE.

UNKNOWN, ELECTRICAL CONTRACTOR TO LOCATE PRIOR TO PERFORMING WORK AND TAKE ALL SAFETY PRECAUllONS NECESSARY TO COMPLETE THE WORK.

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1. 1/4 REBAR 24" O.C. ALL DIRECTIONS. 13. 1/4" STEEL BEAM COVER AS SHOWN, POWDER COAT BLACK.

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2. 3" - 5" THICK FULL VENEER STONE, VALDERS RIVER BLUFF DIMENSIONAL SA\\£D VENEER WITH ASTM 14. CONTINUOUS FOAM EXPANSION MATERIAL AND POLYURETHANE SEALANT, MATCH MORTAR COLOR.

270 TYPE "N" MORTAR - COLOR TO BE WHITE. PATTERNING SHOWN FOR DEMONSTRATION PURPOSES ONLY, REFER TO PA ffiRN SWATCH SHEET A-002. ALL BRICK ANCHORS, STRAPS, AND FASTENERS

TO BE STAINLESS STEEL LOCATE WEEP HOLES/ROPES WHERE REQUIRED.

3. 6 i" X 12" X 20'-0" LONG EXTERIOR GRADE LAMINATED BEAM, TRIM TO LENTH. STAIN TWO (2) COATS TWP 116 RUSTIC STAIN FINISH. SHIM BEAM INTO OPENING TO CREA TE A SNUG AND TIGHT FlT.

4, CAST IN PLACE SOLID CONCRETE WALL BACKER MONUMENT WITH #4 REBAR 24" O.C. ALL DIRECTIONS.

5. f X 3" STAINLESS CAP PINS.

6. j" THICK STAINLESS STEEL BEAM RECEIVER SLEEVE, CAST INTO CONCRETE MONUMENT.

7. 1/8" ALUMINUM PLATE SIGN, SUPPLIED BY OWNER, CONTRACTOR INSTALLED 111TH !" STAINLESS STEEL

HEX-HEAD BOLTS, LOCK NUTS AND FLAT STAINLESS WASHERS IN PAffiRN SHOWN.

8. MONOLITHIC SELECT GRADE, GRAY INDIANA LIMESTONE CAP, DIMENSIONS AS SHOWN, SUBMIT SHOP

DRAWINGS FOR APPROVAL FULL f MORTAR BED WITH STAINLESS PINS.

9. CAST-IN-PLACE CONCRETE FOUNDATION.

10. CONTINUOUS COPPER FLASHING.

11. 60 MIL, MONOLITHIC, EPDM RUBBER MEMBRANE TO COVER STONE AND CONCRETE.

12. i" X 8" GALVANIZED STEEL ANCHOR BOLTS TO SUPPORT STRAPPING.

15. j" STAINLESS STEEL HEX-HEAD LAG BOLTS WITH WASHERS, DO NOT PAINT.

16. 1/4" THICK X 6" WIDE STEEL STRAPPING/SIGN SUPPORT, POWDER COAT BLACK.

3' 4"-

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GENERAL NOTES

A. STOCKPILE EXTRA DIRT IN LOCATION DETERMINED BY DNR INSPECTOR.

B. FlELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.

C. ALL FASTENERS, BRICK TIES AND ANCHORS TO BE STAINLESS STEEL, UNLESS SPECIFICALLY NOTED.

D. ALL DECORATIVE STEEL CAPS AND STRAPS TO BE ¾° THICK STEEL. POWDER COATED BLACK.

E. ALL FLASHING TO BE 160Z COPPER.

F. USE WEEP ROPE AT ALL NECESSARY LOCATIONS.

G. ALL WCOD PRODUCTS TO RECEIVE TWO (2) COATS OF TWP 116 RUSTIC STAIN.

H. ALL ELECTRICAL TO BE NEC COMPLIANT AND INSTALLED BY LICENSED ELECTRICIAN.

I. SUBMIT SHOP DRAV.,NGS ON REBAR LAYOUT, LIMESTONE CAPS, LAMINATED WOOD BEAM, STEEL

STRAPPING AND ACCESSORIES.

J. USE TYPE "N" MORTAR (ASTM C270) ON ALL MASONRY MORTAR JOINTS.

K. STONE ON ENTRY PORTALS SHALL BE EDEN STONE VALDERS RIVER BLUFF DIMENSIONAL SAWED

VENEER. STONE TO FOLLOW PA ffiRN HIERARCHY AS SHOWN ON SHEET A-002.

L. CONTRACTOR TO CONTACT IOWA ONE CALL TO AVOID UTILITY PLACEMENT.

M. STEEL STRAP AND CAP SHOP DRAWINGS PRO'i1DED UPON REQUEST.

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CHK'D BY: DATE:

08/05/2026

SHEET No:

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KEYNOTES

1. 1/4 REBAR 24" O.C. ALL DIRECTIONS.

2. 3" - 5" THICK FULL VENEER STONE, VALDERS RIVER BLUFF DIMENSIONAL SA\\£D VENEER WITH ASTM

270 TYPE "N" MORTAR - COLOR TO BE WHITE. PATTERNING SHOWN FOR DEMONSTRATION PURPOSES ONLY, REFER TO PA ffiRN SWATCH SHEET A-002. ALL BRICK ANCHORS, STRAPS, AND FASTENERS

TO BE STAINLESS STEEL. LOCATE WEEP HOLES/ROPES WHERE REQUIRED.

3. 6 i' X 12' X 20'-0' LONG EXTERIOR GRADE LAMINATED BEAM, TRIM TO LENTH. STAIN TWO (2) COATS TWP 116 RUSTIC STAIN FINISH. SHIM BEAM INTO OPENING TO CREA TE A SNUG AND TIGHT FlT.

4. CAST IN PLACE SOLID CONCRETE WALL BACKER MONUMENT WITH #4 REBAR 24" O.C. ALL DIRECTIONS.

5. f X 3" STAINLESS CAP PINS.

6. j" THICK STAINLESS STEEL BEAM RECEIVER SLEEVE, CAST INTO CONCRETE MONUMENT.

7. 1/8" ALUMINUM PLATE SIGN, SUPPLIED BY OWNER, CONTRACTOR INSTALLED 111TH j' STAINLESS STEEL

HEX-HEAD BOLTS, LOCK NUTS AND FLAT STAINLESS WASHERS IN PAffiRN SHOWN.

8. MONOLITHIC SELECT GRADE, GRAY INDIANA LIMESTONE CAP, DIMENSIONS AS SHOWN, SUBMIT SHOP

DRAWINGS FOR APPROVAL. FULL f MORTAR BED WITH STAINLESS PINS.

9. CAST-IN-PLACE CONCRETE FOUNDATION.

10. CONTINUOUS COPPER FLASHING.

11. 60 MIL, MONOLITHIC, EPDM RUBBER MEMBRANE TO COVER STONE AND CONCRETE.

12. i' X 8" GALVANIZED STEEL ANCHOR BOLTS TO SUPPORT STRAPPING.

13. 1/4" STEEL BEAM COVER AS SHOWN, POWDER COAT BLACK.

14. CONTINUOUS FOAM EXPANSION MATERIAL AND POLYURETHANE SEALANT, MATCH MORTAR COLOR.

15. j" STAINLESS STEEL HEX-HEAD LAG BOLTS WITH WASHERS, DO NOT PAINT.

16. 1/4" THICK X 6" WIDE STEEL STRAPPING/SIGN SUPPORT, POWDER COAT BLACK.

-J

GENERAL NOTES

A. STOCKPILE EXTRA DIRT IN LOCATION DETERMINED BY DNR INSPECTOR.

B. FlELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.

C. ALL FASTENERS, BRICK TIES AND ANCHORS TO BE STAINLESS STEEL, UNLESS SPECIFICALLY NOTED.

D. ALL DECORATIVE STEEL CAPS AND STRAPS TO BE ¾

THICK STEEL. POWDER COATED BLACK.

E. ALL FLASHING TO BE 160Z COPPER.

F. USE \\£EP ROPE AT ALL NECESSARY LOCATIONS.

G. ALL WCOD PRODUCTS TO RECEIVE TWO (2) COATS OF TWP 116 RUSTIC STAIN.

H. ALL ELECTRICAL TO BE NEC COMPLIANT AND INSTALLED BY LICENSED ELECTRICIAN.

I. SUBMIT SHOP DRAWINGS ON REBAR LAYOUT, LIMESTONE CAPS, LAMINATED WOOD BEAM, STEEL

STRAPPING AND ACCESSORIES.

J. USE TYPE "N" MORTAR (ASTM C270) ON ALL MASONRY MORTAR JOINTS.

K. STONE ON ENTRY PORTALS SHALL BE EDEN STONE VALDERS RIVER BLUFF DIMENSIONAL SAWED

VENEER. STONE TO FOLLOW PA ffiRN HIERARCHY AS SHOWN ON SHEET A-002.

L. CONTRACTOR TO CONTACT IOWA ONE CALL TO AVOID UTILITY PLACEMENT.

M. STEEL STRAP AND CAP SHOP DRAWINGS PRO'i1DED UPON REQUEST.

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CHK'D BY: DATE:

08/05/2026

SHEET No:

A-101

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