RFB951700-01 IVC Columbarium & Irrigation Expansion - Drawings.pdf

PDF 10 MB Posted Jul 6, 2026

Attached to: IVC Columbarium & Irrigation Expansion Project
Solicitation number: RFB951700-01
Issued by: Dallas County, Iowa

About this file

Written by GovTribe AI · Jul 7, 2026

This file consists of construction drawings and technical specifications for the Columbarium & Irrigation Expansion Project at Iowa Veterans Cemetery, prepared by Shive-Hattery, Inc. for the Iowa Department of Veterans Affairs in coordination with the Iowa Department of Administrative Services. The project encompasses the construction of a columbarium expansion with 2,160 proposed niche spaces, irrigation system improvements, site grading, drainage infrastructure, and associated landscaping and hardscaping on a 0.49-acre disturbed area within the cemetery's 100.38-acre property located at 34024 Veterans Memorial Drive in Adel, Iowa. The project includes site preparation and demolition, concrete paving (5 inches PCC), curb and gutter installation, utility work including storm sewer installation with new intake structures and subdrain systems, irrigation valve boxes, and landscape restoration. An optional pre-bid meeting was scheduled for July 16, 2026 at 10:30 a.m. at the cemetery's administrative building, with bidding documents available from Rapids Reproduction beginning July 6, 2026. The construction documents are dated June 12, 2026, and were issued for 100% construction documents.

The project specifications require strict compliance with Iowa Statewide Urban Design and Specifications (SUDAS) standards, applicable federal and state codes, and the Manual on Uniform Traffic Control Devices. Key construction requirements include concrete with a minimum 4,000 PSI compressive strength at 28 days, subgrade compaction to 95-98% Standard Proctor density depending on soil type, installation of HDPE storm sewer pipe with watertight joints, erosion and sedimentation control measures including silt fence and wattle, and protection of existing site features not designated for removal. The contractor is responsible for all permitting, utility locating (requiring 48-hour notice to Iowa One-Call at 811), site staging coordination, equipment mobilization, and daily site cleanup. Geotechnical testing and inspection services are to be provided by an independent testing laboratory paid for by the owner, with the contractor responsible for scheduling. All demolition waste, unsuitable soils, and excess excavated material must be removed from the site and legally disposed of, with soil borrow and waste locations provided on-site by the facility at no additional cost to the owner.

View the file

Other files

File	Type	Posted
RFB951700-01 IVC Columbarium & Irrigation Expansion - Notice.pdf	PDF	Jul 6, 2026
RFB951700-01 IVC Columbarium & Irrigation Expansion - Project Manual.pdf	PDF	Jul 6, 2026
RFB951700-01 IVC Columbarium & Irrigation Expansion - Bid Form.pdf	PDF	Jul 6, 2026
Bid Documents - Drawing Sheets and Specifications.html	HTML file	Jul 6, 2026
1409422-event.pdf	PDF	Jul 6, 2026
Construction Drawing Cover Sheets and Details.html	HTML file	Jul 6, 2026
IMPACS Electronic Procurement System.html	HTML file	Jul 6, 2026
Bidding Documents - IVC Columbarium and Irrigation Package 1.html	HTML file	Jul 6, 2026
Bid Opening - Microsoft Teams Meeting.html	HTML file	Jul 6, 2026
Project Manual - DVA IVC Columbarium & Irrigation Expansion.html	HTML file	Jul 6, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

S A

E337TH CT

340TH TR

RIC

HLAND RD

VAN METER

E- H

R Y.

C O

A B

A B C D E F

C D E F

IDAS - IVC COLUMBARIUM AND

IRRIGATION PACKAGE 1

DAS PROJECT NO: 9517.00

FAI NO: IA 23-04

PAGES, SHEETS OR DIVISIONS COVERED BY THIS SEAL:

My License Renewal Date is: DECEMBER 31, Printed or typed name:

License Number:

Signature: Date

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT DESCRIBED

BELOW WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL

SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER

UNDER THE LAWS OF THE STATE OF IOWA.

ALL SHEETS

CIVIL ENGINEER

930 930

STORM SEWER

LEGEND

MAJOR CONTOUR

MINOR CONTOUR

ADEL, IA 50003

TREE

36"

EROSION CONTROL

PROJECT MAPVICINITY MAP

PROJECT

LOCATION

STORM INTAKE

COLUMBARIA PLAZA

PROJECT LOCATION

DRAINAGE MANHOLE

SIGN

CURB INTAKE

CONTACT INFORMATION

OWNERENGINEER

IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

ATTN: BRAD TONYAN

BRAD.TONYAN@IOWA.GOV

109 SE 13TH STREET

DES MOINES, IOWA 50319

PHONE: (515) 360-7718

SHIVE-HATTERY, INC.

ATTN: CHRIS BAUER

CBAUER@SHIVE-HATTERY.COM

4125 WESTOWN PKWY, SUITE 100

WEST DES MOINES, IOWA 50266

PHONE: (515) 223-8104

SITE ADDRESS

IOWA VETERANS CEMETERY

34024 VETERANS MEMORIAL DRIVE

ADEL, IA 50003

CONSTRUCTION MANAGER

DCI GROUP

ATTN: TRAVIS HOYLE

TRAVISH@DCIGROUP-US.COM

220 SE 6TH STREET - SUITE 200

DES MOINES, IOWA 50309

PHONE: (641)-485-7057

34024 VETERANS MEMORIAL DRIVE

IOWA DEPARTMENT OF VETERANS AFFAIRS

EXIT 113

EXISTING PROPOSED

T N

U M

Pr in te d:

E D

C000

C O

R U

O N

D O

C U

-0

P R

C T

N U

R : 9

C C

N P

G E

A D

T O

O R

D R

, A D

, I

\P ro je ct s\

De liv er ab le s\

Dr aw in gs

\1 _C ivi l\C

dw g

Sheet List Table Sheet Number Sheet Title

C000 COVER SHEET

C001 CONSTRUCTION NOTES

C002 CONTRUCTION NOTES

CD01 EXISTING CONDITIONS AND DEMOLITION PLAN

C101 SITE PLAN

C201 GRADING PLAN

C301 UTILITY PLAN

C501 CONSTRUCTION DETAILS

C502 EXISTING TREATMENT COMPONENTS

C503 REFURBISH DETAILS

A101 COLUMBARIUM WALL SECTION, ELEVATIONS, AND DETAILS

ID101 SITE IRRIGATION DEMOLITION PLAN

IR101 SITE IRRIGATION PLAN

IR201 IRRIGATION DETAILS

L101 LANDSCAPE PLAN

L102 LANDSCAPE NOTES AND DETAILS

36"

BURIAL SPACE EXPANSION

PROPOSED COLUMBARIUM NICHES: 2160

TOTAL CEMETERY AREA: 100.38 ACRES

DISTURBED AREA FOR PROJECT: 0.49 ACRES

COMMITTAL SHELTER

PLAQUES LOCATION

IRRIGATION PUMP

HOUSE

I-80 EXIT 113

VETERANS

MEMORIAL

DRIVE

IRRIGATION VALVE

SURVEY COORDINATE SYSTEM

IA STATE PLANE SOUTH 1402 NAD83 (2011) GEOID 18 US SURVEY FEET

06-12-2026

D R

B Y

D B

O R

E D

T N

U M

T N

U M

Pr in te d: C001

C O

R U

O N

N O

C O

O N

-0 6-

90 ---

C C

M A

N D

T O

D R, A

L, IA

\P ro je ct s\

De liv er ab le s\

Dr aw in gs

\1 _C ivi l\C

dw g 6/

E- H

R Y.

C O

A B

A B C D E F

C D E F

GENERAL NOTES:

1. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP (PUBLIC OR PRIVATE) SHALL BE IN ACCORDANCE WITH THE LATEST EDITION

OF THE IOWA STATEWIDE URBAN AND DESIGN AND SPECIFICATIONS (SUDAS), UNLESS OTHERWISE NOTED ON THE DRAWINGS.

2. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL AND STATE AGENCY CODES, STANDARDS AND

SPECIFICATIONS.

3. ANY WORK REQUIRED TO COMPLETE THE SCOPE OF THIS PROJECT BUT NOT SPECIFICALLY CALLED OUT, SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. NO ADDITIONAL COMPENSATION TO BE ALLOWED FOR THE COMPLETION OF THIS WORK.

4. WORK WHICH DOES NOT CONFORM TO THE REQUIREMENTS OF THE CONTRACT WILL BE CONSIDERED UNACCEPTABLE.

UNACCEPTABLE WORK, WHETHER THE RESULT OF POOR WORKMANSHIP, USE OF DEFECTIVE MATERIALS, DAMAGE THROUGH CARELESSNESS OR ANY OTHER CAUSE, FOUND TO EXIST PRIOR TO THE FINAL ACCEPTANCE OF THE WORK, SHALL BE REMOVED AND REPLACED IN AN ACCEPTABLE MANNER, AS REQUIRED BY THE OWNERS REPRESENTATIVE, AT THE CONTRACTOR'S EXPENSE. WORK DONE CONTRARY TO THE INSTRUCTIONS OF THE OWNERS REPRESENTATIVE, WORK DONE BEYOND THE LINES SHOWN ON THE PLANS OR ANY EXTRA WORK DONE WITHOUT AUTHORITY WILL NOT BE PAID FOR.

5. STAGING LOCATION FOR CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE COORDINATED WITH AND APPROVED BY THE

OWNER.

6. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF WORK OF ALL SUBCONTRACTOR(S) INVOLVED IN THE

PROJECT.

7. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND LICENSES FROM THE APPLICABLE GOVERNING AUTHORITIES.

8. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, COORDINATES, ELEVATIONS, SETBACKS, AND EASEMENTS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THE

CONFLICT MAY BE RESOLVED.

9. IF DURING THE COURSE OF CONSTRUCTION THE CONTRACTOR FINDS ANY DISCREPANCIES OR CONFLICTS BETWEEN THE PROPOSED SITE IMPROVEMENTS INDICATED ON THE PLANS AND THE PHYSICAL CONDITIONS OF THE SITE, OR ANY ERRORS OR OMISSIONS WITHIN THE PLANS OR IN THE SITE LAYOUT AS PROVIDED BY THE ENGINEER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO IMMEDIATELY NOTIFY THE ENGINEER. UNTIL AUTHORIZED TO PROCEED, ANY WORK PERFORMED BY THE CONTRACTOR AFTER SUCH A DISCOVERY WILL BE AT THE CONTRACTOR'S SOLE RISK AND EXPENSE.

10. PROTECT ALL EXISTING FEATURES (INCLUDING BUT NOT LIMITED TO WALLS, TREES, LANDSCAPING, DRIVEWAYS, SIDEWALKS, CURBS, PAVEMENT, UTILITIES, ETC.) NOT SPECIFICALLY NOTED FOR REMOVAL. FEATURES NOT DESIGNATED FOR REMOVAL THAT ARE DAMAGED OR REMOVED RESULTING FROM CONSTRUCTION TRAFFIC AND/OR OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. REPAIRS SHALL BE MADE TO THE SATISFACTION OF THE OWNER AND/OR

ENGINEER.

11. CONTRACTOR SHALL ADJUST ALL VALVES, MANHOLES, CASTINGS, ETC., TO MATCH THE NEW SURFACE. ADJUSTMENT SHALL BE COORDINATED WITH THE UTILITY COMPANIES AND THE COST FOR ALL ADJUSTMENTS SHALL BE INCIDENTAL TO THE CONSTRUCTION. AT NO ADDITIONAL COST TO THE OWNER, REPAIR ANY DAMAGE TO SAID STRUCTURES AND APPURTENANCES

THAT OCCUR DURING CONSTRUCTION.

12. CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST FORTY-EIGHT (48) HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. EXACT LOCATION, ELEVATION AND INVERTS OF ALL UTILITIES,SERVICES AND CONNECTIONS MUST BE DETERMINED BY THE CONTRACTOR. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES

SO THE CONFLICT MAY BE RESOLVED.

13. IOWA CODE 480, UNDERGROUND FACILITIES INFORMATION, REQUIRES VERBAL NOTICE TO IOWA ONE-CALL BY CALLING 811 OR 1-800-292-8989, NOT LESS THAN 48 HOURS BEFORE EXCAVATING, EXCLUDING WEEKENDS AND HOLIDAYS.

14. CONTRACTOR SHALL SCHEDULE A UTILITY LOCATING SERVICE AND/OR NOTIFY ALL UTILITY COMPANIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) AND THE LOCAL MUNICIPALITY TO DETERMINE THE LOCATION AND HORIZONTAL AND VERTICAL ELEVATION OF UNDERGROUND UTILITIES AND PROPOSED POINTS OF CONNECTION PRIOR TO THE COMMENCEMENT OF CONSTRUCTION IN ORDER TO AVOID POTENTIAL CONFLICTS. IF CONFLICTS ARE FOUND, NOTIFY THE ENGINEER. IT IS ULTIMATELY THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING PUBLIC AND PRIVATE UTILITIES WHETHER INDICATED ON

THE PLANS OR NOT AND TO HAVE THESE UTILITIES MARKED PRIOR TO CONSTRUCTION.

15. NOTIFY UTILITY COMPANIES WHOSE FACILITIES ARE SHOWN ON THE PLANS OR KNOWN TO BE WITHIN CONSTRUCTION LIMITS PRIOR TO EACH STAGE OF CONSTRUCTION. NOTIFY THE APPROPRIATE PUBLIC AND PRIVATE UTILITY OWNER A MINIMUM OF 48 HOURS PRIOR TO BEGINNING CONSTRUCTION ON ANY FACILITIES OWNED OR OPERATED BY THAT UTILITY.

16. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES/OWNERS REGARDING OUTAGES, RELOCATION, ADJUSTMENT, CONNECTIONS, OR TEMPORARY SUPPORT OF THEIR FACILITIES. COORDINATE ALL UTILITY OUTAGES WITH PROVIDER OF UTILITY

A MINIMUM OF 12 BUSINESS DAYS IN ADVANCE.

17. THE MEANS OF THE WORK AND THE SAFETY OF THE CONTRACTOR'S EMPLOYEES ARE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. AT NO TIME WILL EITHER THE OWNER/OPERATOR OR THE ENGINEER TAKE RESPONSIBILITY FOR EITHER THE

MEANS OF THE WORK OR THE SAFETY OF THE CONTRACTOR'S EMPLOYEES.

18. ALL OPEN EXCAVATIONS SHALL BE PROTECTED IN ACCORDANCE WITH REGULATORY REQUIREMENTS.

19. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ON THE SITE THROUGHOUT THE PROJECT DURATION. ANY DAMAGE CAUSED BY A FAILURE TO MAINTAIN POSITIVE DRAINAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

20. CONSTRUCTION ACTIVITIES ARE TO BE LIMITED TO THE LIMITS OF THE PROJECT AS INDICATED ON THE PLANS. IF ADDITIONAL AREAS ARE NEEDED FOR STAGING, STORAGE, ETC., IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN WRITTEN PERMISSION

FROM THE PROPERTY OWNER(S).

21. ALL EMERGENCY ACCESS LANES WITHIN THE PROJECT AREA SHALL REMAIN IN SERVICE, CLEAN OF DEBRIS, AND ACCESSIBLE

FOR USE BY EMERGENCY VEHICLES.

22. SITE CLEAN-UP TO BE PERFORMED ON A DAILY BASIS. SIDEWALKS, PARKING LOTS, ROADWAYS, ETC. WITHIN AND ADJACENT TO PROJECT LIMITS SHALL BE KEPT CLEAN AT ALL TIMES. ALL COSTS FOR CLEANING SHALL BE INCIDENTAL TO THE CONTRACT.

23. ALL TRAFFIC AND PEDESTRIAN CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL PROVIDE TRAFFIC AND PEDESTRIAN CONTROL MEASURES (SIGNS, BARRICADES, FLAGGERS, ETC.) IN COMPLIANCE WITH THE MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

24. ALL CONSTRUCTION STAKING, LAYOUT, SCHEDULING, AND PAYMENT IS THE RESPONSIBILITY OF THE CONTRACTOR.

SITE PREPARATION AND DEMOLITION NOTES:

1. ALL EXISTING CONCRETE OR ASPHALT PAVEMENT OR WALKS, CURB AND GUTTER, AND MISCELLANEOUS IMPROVEMENTS NOTED

TO BE REMOVED AND/OR EXCESS MATERIAL (EXCAVATED MATERIAL OR BROKEN CONCRETE) WHICH IS NOT DESIRABLE TO BE INCORPORATED INTO THE WORK INVOLVED ON THIS PROJECT SHALL BE DEMOLISHED, REMOVED FROM THE SITE, AND LEGALLY DISPOSED OF BY THE CONTRACTOR. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE WASTE AREAS OR LEGAL DISPOSAL SITES FOR DEMOLISHED ITEMS. NO PAYMENT FOR OVERHAUL WILL BE ALLOWED FOR MATERIAL HAULED TO THESE SITES. DISPOSAL SITES MUST BE APPROVED BY THE ENGINEER OR OWNER. CONTRACTOR SHALL APPLY NECESSARY MOISTURE TO THE CONSTRUCTION AREA AND TEMPORARY HAUL ROADS TO PREVENT THE SPREAD OF DUST. OFF-SITE DISPOSAL SHALL BE

IN ACCORDANCE WITH THE APPLICABLE GOVERNMENTAL REGULATIONS.

2. WHERE A SECTION OF PAVEMENT, CURB AND GUTTER, OR SIDEWALK IS CUT OR OTHERWISE DAMAGED BY THE CONTRACTOR, THE ENTIRE SECTION SHALL BE REMOVED AND REPLACED. PAVEMENT, CURBS, GUTTERS, AND SIDEWALKS SHALL BE REMOVED A MINIMUM OF TWO FEET BEYOND THE EDGE OF THE TRENCH CUT AND TO THE NEAREST JOINT.

3. DOUBLE SAWCUT EDGES OF PAVEMENT FULL DEPTH PRIOR TO REMOVAL TO PREVENT DAMAGE TO ADJACENT SLABS AND

FIXTURES.

4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL TREES AND SHRUBS IN PROJECT AREA FROM DAMAGE DUE TO CONSTRUCTION ACTIVITY UNLESS SHOWN ON THE PLANS OR DIRECTED BY THE OWNER'S REPRESENTATIVE.

5. REMOVAL AND DISPOSAL OF EXISTING TREES AND SHRUBS WITHIN CONSTRUCTION LIMITS SHALL BE INCIDENTAL TO THE

PROJECT. STUMPS ARE TO BE REMOVED TO TWO FEET BELOW FINISHED GRADE.

6. CONTRACTOR SHALL COORDINATE ALL DEMOLITION WORK WITH THE OWNER'S REPRESENTATIVE TO ENSURE PROTECTION AND

MAINTENANCE OF EXISTING SITE FEATURES NOT NOTED FOR REMOVAL.

7. THE DEMOLITION PLAN IS INTENDED TO SHOW REMOVAL OF KNOWN SITE FEATURES AND UTILITIES AS SHOWN ON THE SURVEY PROVIDED TO THE ENGINEER FOR DESIGN. THERE MAY BE OTHER SITE FEATURES, UTILITIES, STRUCTURES, AND MISCELLANEOUS ITEMS BOTH BURIED AND ABOVE GROUND THAT ARE WITHIN THE LIMITS OF WORK THAT MAY REQUIRE REMOVAL FOR THE PROPOSED SITE IMPROVEMENTS BUT THAT ARE NOT SHOWN HEREIN. THE CONTRACTOR IS RESPONSIBLE

FOR THE REMOVAL OF SUCH ITEMS.

8. VOIDS LEFT BY ANY ITEM REMOVED (FENCE POST, UTILITIES, SIGN, ETC.) SHALL BE BACKFILLED IN ACCORDANCE WITH SUDAS

SPECIFICATION AND THE PROJECT SPECIFICATIONS.

9. AS SOON AS DEMOLITION WORK HAS BEEN COMPLETED, FINAL GRADE OF BACKFILL IN DEMOLITION AREAS SHALL BE COMPACTED PER SUDAS SPECIFICATIONS TO PRESENT A NEAT, WELL DRAINED APPEARANCE, AND TO PREVENT WATER FROM DRAINING UNNECESSARILY ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL PROVIDE TEMPORARY DIVERSION SWALES OR

OTHER MEANS OF MAINTAINING ADEQUATE SITE DRAINAGE.

10. ALL EXISTING SANITARY SEWERS, STORM SEWERS, WATER MAINS OR IRRIGATION LINES AND APPURTENANCES NOTED FOR REMOVAL WITHIN THE AREA OF THE PROPOSED CONSTRUCTION SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE

CONTRACTOR.

11. CONSTRUCTION FENCE TO HAVE OPAQUE NETTING THAT IS SECURELY FASTENED

GRADING NOTES:

1. ALL GRADING AND SITE PREPARATION WORK SHALL CONFORM WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED

IN SUDAS SECTION 2010.

2. THE FACILITY WILL PROVIDE SOIL BORROW AND WASTE LOCATIONS ON-SITE AT THE CEMETERY. CONTRACTOR TO COORDINATE WITH THE CONSTRUCTION MANAGER AND FACILITY FOR ALL THE REQUIRED SOIL BORROW AND WASTE REQUIREMENTS. SOIL WASTE AND BORROW REQUIREMENTS SHALL BE INCIDENTAL TO THE PROJECT AND NO ADDITIONAL PAYMENT SHALL BE MADE

FRO SOIL BORROW OR WASTE INCLUDING HAULING REQUIREMENTS.

3. GEOTECHNICAL SERVICES AND ALL TESTING, INSPECTION AND SUPERVISION OF SOIL QUALITY, UNSUITABLE SOIL REMOVAL AND ITS REPLACEMENT, AND OTHER SOILS RELATED OPERATIONS SHALL BE PROVIDED BY AN INDEPENDENT TESTING LABORATORY AND PAID FOR BY THE OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL TESTING AND

INSPECTION SERVICES.

4. PROVIDE COMPACTION TESTS FOR AREAS UNDER PAVING AND STRUCTURES. TESTING TO BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR BY THE OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING

ALL REQUIRED TESTING AND INSPECTION SERVICES.

5. NO ROCK EXCAVATION IS ANTICIPATED ON THIS PROJECT, SHOULD ROCK BE ENCOUNTERED DURING CONSTRUCTION, NOTIFY

THE OWNER'S REPRESENTATIVE.

6. STRIP EXISTING VEGETATION WITHIN THE PROJECT LIMITS AND AREAS TO RECEIVE FILL.

7. STRIP EXISTING TOPSOIL 6 INCHES DEEP WITHIN THE PROJECT LIMITS AND AREAS TO RECEIVE FILL. STOCKPILE TOPSOIL FOR REUSE. EXCESS TOPSOIL SHALL BE STOCKPILED ON SITE AT A LOCATION APPROVED BY THE OWNER'S REPRESENTATIVE. NOTE

TOPSOIL DEPTHS MAY VARY ON-SITE.

8. REMOVE AND RECOMPACT AREAS OF SUBGRADE WHICH ARE SOFT OR UNSTABLE TO MEET SPECIFIED LIMITS FOR DENSITY AND

MOISTURE CONTENT. PAVED AREAS TO BE COMPACTED TO 95% STANDARD PROCTOR.

9. SUBGRADE SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY FOR LOW- PLASTICITY COHESIVE SOILS AND 98%

STANDARD PROCTOR DENSITY FOR GRANULAR SOILS.

10. SUBGRADE PREPARATION SHALL BE A MINIMUM OF 8 INCHES DEEP AFTER FINE GRADING OR TRIMMING AND SHALL EXTEND TO

A MINIMUM OF 2 FEET BEYOND THE EDGE OF THE PAVEMENT.

11. DO NOT PLACE, SPREAD, OR COMPACT ANY FILL MATERIAL DURING UNFAVORABLE WEATHER CONDITIONS AND DO NOT RESUME COMPACTION OPERATIONS UNTIL MOISTURE CONTENT AND DENSITY OF IN-PLACE FILL MATERIAL ARE WITHIN

SPECIFIED LIMITS.

12. PLACE FILL MATERIAL IN 8 INCH MAXIMUM LIFTS. FILL COMPACTED TO 95% STANDARD PROCTOR DENSITY IN PAVED AREAS.

FILLS PLACED BELOW LAWN AREAS SHALL BE COMPACTED TO 90% OF MATERIALS MAXIMUM STANDARD PROCTOR DRY DENSITY

(ASTM D698).

13. FILL MATERIAL SHOULD CONSIST OF APPROVED MATERIALS WHICH SHALL BE SOIL OR SOIL AND ROCK MIXTURE FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES. IT SHALL CONTAIN NO ROCKS OR LUMPS OF 6 INCHES IN GREATEST DIMENSION AND NOT MORE THAN 15% OF THE ROCKS OR LUMPS SHALL BE LARGER THAN 2-1/2 INCHES IN GREATEST DIMENSION.

14. MAINTAIN OPTIMUM MOISTURE CONTENT OF FILL MATERIALS TO ATTAIN REQUIRED COMPACTION DENSITY. CONTRACTOR IS RESPONSIBLE FOR CONDITIONING AND RECONDITIONING AS NEEDED. IT IS INCIDENTAL TO THE PROJECT. PLACE FILL MATERIAL OF LOW PLASTICITY COHESIVE SOILS WITHIN -2% TO +3% OF OPTIMUM MOISTURE CONTENT. FOR GRANULAR MATERIAL, THE ACCEPTABLE RANGE IS -3% TO +3% OF OPTIMUM MOISTURE CONTENT. CONTRACTOR IS RESPONSIBLE FOR

CONDITIONING/RECONDITIONING AS NEEDED AT NO ADDITIONAL COST TO OWNER.

15. EVENLY RESPREAD TOPSOIL STOCKPILE TO A MINIMUM 6 INCHES DEPTH WITHIN PROPOSED PERVIOUS AREAS.

16. PROPOSED ELEVATIONS INDICATE FINISHED GRADE CONDITIONS. FOR ROUGH GRADING ELEVATIONS ALLOW FOR THE THICKNESS OF THE PROPOSED PAVEMENT SECTIONS (ROADS,WALKS,DRIVE, ETC.) OR TOPSOIL AS INDICATED ON THE PLANS

17. CONTRACTOR SHALL PROVIDE UNIFORM SLOPES BETWEEN NEW AND EXISTING GRADES AND AVOID ANY RIDGES AND/OR

DEPRESSIONS, UNLESS CALLED OUT ON THE PLANS

18. FINISH CONTOURS AND SPOT ELEVATIONS SHOWN ARE TO TOP OF PAVEMENT OR TO TOP OF TOPSOIL, UNLESS OTHERWISE

NOTED.

19. UNSUITABLE SOILS MAY EXIST IN THE AREAS OF THE SITE REQUIRING FILL. THESE SOILS MAY NEED TO BE REMOVED AND REPLACED WITH STABILIZED SUBGRADE. STABILIZED SUBGRADE MATERIAL SHALL BE APPROVED BY THE OWNERS REPRESENTATIVE. THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IF UNSUITABLE SOILS ARE ENCOUNTERED DURING CONSTRUCTION. CONSTRUCTION SHALL NOT PROCEED UNTIL UNSUITABLE SOILS ARE PROPERLY REMOVED AND

REPLACED BY STABILIZED SUBGRADE MATERIALS TO THE SATISFACTION OF THE OWNER.

EROSION CONTROL NOTES:

1. USE ALL AVAILABLE MEANS TO MINIMIZE THE AMOUNT OF SOIL EROSION CAUSED BY THE WORK OF THE PROJECT. THIS

INCLUDES RESPONSIBILITY FOR MAINTENANCE OF ALL SOIL EROSION CONTROL DEVICES INDICATED.

2. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL AND STATE REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER.

3. CONTROL DUST FROM ALL WORK AND STAGING AREAS.

4. ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES SHALL BE INSTALLED AND FUNCTIONAL BEFORE THE SITE IS OTHERWISE DISTURBED. THEY SHALL BE KEPT OPERATIONAL AND MAINTAINED CONTINUOUSLY THROUGHOUT THE PERIOD OF

LAND DISTURBANCE UNTIL PERMANENT SITE STABILIZATION HAS BEEN ACHIEVED.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION, PERIODIC CHECKING AND REINSTALLATION/MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES. EROSION CONTROL DEVICES SHALL BE CHECKED ONCE PER WEEK AND

AFTER EACH RAINFALL TO ENSURE WORKING ORDER.

SURFACE RESTORATION:

1. REFER TO LANDSCAPE PLAN FOR PERMANENT SEEDING LOCATIONS, MIXES, PLANTING INSTRUCTIONS AND DETAILS.

2. ALL DISTURBED AREAS NOT PAVED OR HARD SURFACE ON THE SITE SHALL RECEIVE 6 INCHES OF TOPSOIL. SCARIFY AREAS TO RECEIVE TOPSOIL TO A DEPTH OF 6 INCHES. REMOVE ALL STONES, WOOD, AND OTHER DEBRIS LARGER THAN 3 INCHES FROM

AREAS TO RECEIVE TOPSOIL. DO NOT COMPACT TOPSOIL.

3. ALL DISTURBED AREAS SHALL BE SEEDED, FERTILIZED, AND MULCHED IN ACCORDANCE WITH SUDAS SPECIFICATION SECTION 9010. SPRING SEEDING SHALL BE COMPLETED BETWEEN MARCH 1 AND MAY 31. FALL SEEDING SHALL BE COMPLETED BETWEEN

AUGUST 10 AND SEPTEMBER 30.

4. ALL SOD SHALL FOLLOW SUDAS SPECIFICATION SECTION 9020.

5. CONTRACTOR TO SUBMIT PROPOSED SEED MIX, FERTILIZER, AND MULCH PRODUCTS FOR OWNER APPROVAL PRIOR TO

APPLICATION.

6. ALL AREAS DISTURBED BY CONSTRUCTION, NOT DESIGNATED AS PLANTED, TO BE SEEDED USING SUDAS TYPE 1 SEED MIX.

7. ALL SEEDED AREAS SHALL BE MULCHED WITH HYDRAULIC MULCHING PER SUDAS SPECIFICATION SECTION 9010.2.07.B.

8. MAINTAIN ANY SEEDED AREAS UNTIL AN ADEQUATE STAND OF GRASS HAS BEEN ESTABLISHED. RESEED ANY AREAS AS

NECESSARY DURING MAINTENANCE PERIOD.

B Y

D B

O R

E D

T N

U M

T N

U M

Pr in te d: C002

C O

U C

N N

C O

O N

-0 6-

90 ---

C C

M A

N D

T O

D R, A

L, IA

\P ro je ct s\

De liv er ab le s\

Dr aw in gs

\1 _C ivi l\C

dw g 6/

E- H

R Y.

C O

A B

A B C D E F

C D E F

GENERAL UTILITY NOTES:

1. ALL UTILITY WORK, PUBLIC OR PRIVATE, SHALL BE DONE IN ACCORDANCE WITH SUDAS STANDARD SPECIFICATIONS AND CITY

REQUIREMENTS.

2. TRENCH, EXCAVATION AND BACKFILL SHALL FOLLOW DIVISION 3 SUDAS SPECIFICATION SECTIONS.

3. DEWATERING IS INCIDENTAL TO THE PROJECT. THE CONTRACTOR SHALL MAKE PROVISIONS TO HANDLE WATER ENCOUNTERED DURING CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE OWNER'S REPRESENTATIVE OF THE

PROPOSED METHOD OF DEWATERING.

4. SEE ARCHITECTURAL PLANS FOR FOUNDATION DRAIN DESIGN.

5. ALL PROPOSED CONNECTIONS TO EXISTING UTILITY STRUCTURES OR PIPING SHALL BE IN ACCORDANCE WITH MANUFACTURER

RECOMMENDATIONS.

6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ALL STORM FLOW ONSITE UNTIL NEW SYSTEM IS INSTALLED.

7. ALL STORM BENDS AND CONNECTIONS SHALL BE MANUFACTURED CONNECTIONS.

8. THE CONTRACTOR SHALL MAINTAIN A RECORD DRAWING SET WITH WITNESS DIMENSIONS TO ALL CONNECTIONS. THESE

DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO FINAL ACCEPTANCE.

STORM SEWER NOTES:

1. STORM SEWER PIPE AND STRUCTURES SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH SUDAS DIVISIONS 4 AND 6.

2. HDPE STORM SEWER PIPE SHALL BE TYPE S CORRUGATED EXTERIOR AND SMOOTH INTERIOR HIGH DENSITY POLYETHYLENE

PIPE WITH WATERTIGHT JOINTS PER SUDAS SPECIFICATION SECTION 4020.

3. HDPE AND PVC STORM SEWER PIPE BEDDING SHALL BE SUDAS DIVISION 3, SW-103 CLASS F-2, UNLESS NOTED OTHERWISE ON

THE PLANS.

4. CONTRACTOR SHALL CONNECT ALL SUBDRAINS INTO STORM INTAKES OR ADJACENT STORM SEWERS AS SHOWN ON THE PLANS

WITH MANUFACTURER FITTINGS.

PAVEMENT GENERAL NOTES:

1. SEE ARCHITECTURAL PLANS FOR ANY SPECIAL EXCAVATION AND FILL REQUIREMENTS WITHIN THE NICHE WALL FOOTPRINT.

2. ALL DIMENSIONS AND CURB RADII SHOWN ARE MEASURED FROM BACK OF CURB TO BACK OF CURB/EDGE OF PAVEMENT TO

EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.

3. ALL SLOPES IN PAVEMENT SHALL BE UNIFORM TO AVOID PONDING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY ANY AREAS OF EXISTING OR PROPOSED PAVEMENTS THAT HAVE POTENTIAL TO POND WATER AND MAKE ANY ADJUSTMENTS NECESSARY TO ENSURE THAT WATER WILL POSITIVELY DRAIN ACROSS THE PAVING OR OVERLAY.

4. ALL SIDEWALKS SHALL BE CONSTRUCTED PER SUDAS SECTION 7030.

5. ALL PROPOSED PCC PAVEMENT SHALL BE PROTECTED ACCORDING TO SUDAS SECTION 7010-3.04.

PCC PAVEMENT NOTES:

1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS AND 2,800 PSI AT 7 DAYS, WITH AIR

CONTENT OF 7.0% ± 1.5% FOR HAND FINISHED OR 8.0% ± 2.0% FOR MACHINE FINISHED, AND LIMESTONE AGGREGATE 1-1/2 INCH MAXIMUM SIZE. SLUMP SHALL BE 1/2” - 4” FOR HAND FINISHED OR 1/2" -2" FOR MACHINE FINISHED. PROVIDE ENGINEER WITH

CONCRETE MIX DESIGN FOR APPROVAL.

2. MATERIALS AND MIXING FOR ALL CONCRETE WORK, UNLESS OTHERWISE SPECIFIED, SHALL CONFORM TO SUDAS SPECIFICATION 7010 FOR AIR-ENTRAINED TYPE C-4 MIX WITH TYPE I CEMENT. M-MIX CAN BE USED WITH APPROVAL OF ENGINEER.

3. COARSE AGGREGATE DURABILITY SHALL BE CLASS II.

4. ONE SET OF TEST CYLINDERS REQUIRED FOR EACH 100 C.Y. OR ONE PER DAY IF LESS THAN 100 CY FROM SAME READY MIX PLANT. TESTING TO BE COMPLETED BY AN INDEPENDENT TESTING LABORATORY AND PAID FOR BY OWNER. CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL REQUIRED TESTING AND GEOTECHNICAL WORK. SUBMIT ALL REPORTS TO THE

ENGINEER.

5. PER SUDAS SECTION 7010, CONTRACTOR SHALL APPLY WHITE PIGMENT LIQUID CURING COMPOUND IN A FINE SPRAY TO FORM CONTINUOUS UNIFORM FILM AFTER FINISHING AND SURFACE MOISTURE HAS DISAPPEARED, OR WITHIN 30 MINUTES OF

PLACEMENT.

6. COLD-WEATHER PLACEMENT: COMPLY WITH SUDAS SECTION 7010 AND AS FOLLOWS. PROTECT CONCRETE WORK FROM PHYSICAL DAMAGE OR REDUCED STRENGTH THAT COULD BE CAUSED BY FROST, FREEZING ACTIONS, OR LOW TEMPERATURES.

a. WHEN AVERAGE HIGH AND LOW TEMPERATURE IS EXPECTED TO FALL BELOW 40 DEG F FOR THREE SUCCESSIVE DAYS, MAINTAIN DELIVERED CONCRETE MIXTURE TEMPERATURE WITHIN THE TEMPERATURE RANGE REQUIRED BY SUDAS SECTION 7010.

b. DO NOT USE FROZEN MATERIALS OR MATERIALS CONTAINING ICE OR SNOW. DO NOT PLACE CONCRETE ON FROZEN

SUBGRADE OR ON SUBGRADE CONTAINING FROZEN MATERIALS.

c. DO NOT USE CALCIUM CHLORIDE, SALT, OR OTHER MATERIALS CONTAINING ANTIFREEZE AGENTS OR CHEMICAL

ACCELERATORS UNLESS OTHERWISE SPECIFIED AND APPROVED IN MIXTURE DESIGNS.

7. CURBS SHALL BE CAST INTEGRAL WITH CONCRETE PAVEMENT UNLESS NOTED OTHERWISE. EDGES SHALL BE ROUNDED BUT

NOT ROLLED.

8. THE CONTRACTOR SHALL SUBMIT A JOINTING AND A PAVEMENT POURING DIAGRAM TO THE OWNER AND ENGINEER FOR

APPROVAL PRIOR TO PAVEMENT OPERATIONS.

PCC JOINTING NOTES:

1. JOINTING SHOULD CONFORM TO SUDAS SECTION 7010.

2. ALL JOINT TYPES REFERRED TO IN THE FOLLOWING NOTES OR ELSEWHERE ON THE PLANS ARE DETAILED IN IOWA SUDAS

STANDARD DETAIL 7010.101.

3. PAVEMENT LONGITUDINAL AND TRANSVERSE JOINTS SHALL BE TYPE "C", TYP. SIDEWALK PAVING JOINTS SHOULD BE LAID OUT

AND SPACED TO MATCH THE EXISTING COLUMBARIUM JOINTING PATTERNS.

4. INSTALL 1 INCH EXPANSION JOINT AT ALL LOCATIONS WHERE PAVEMENT ABUTS A STRUCTURE OR BACK-OF-CURB.

5. ALL EXPANSION JOINTS SHALL BE SEALED WITH A PEDESTRIAN RATED, SELF-LEVELING, ELASTOMERIC POLYURETHANE SEALANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE SUBMITTAL OF ALL SEALANTS TO ENGINEER FOR REVIEW.

6. CONTRACTOR TO SUBMIT JOINTING PLAN TO ENGINEER FOR APPROVAL, PRIOR TO PAVING.

2"2"

IRRIGATION

VALVE BOX

IRRIGATION

VALVE BOX

IRRIGATION

VALVE BOX

IRRIGATION

VALVE BOX

IRRIGATION

VALVE BOX

STORM INTAKE

980.46 RIM

976.36 IE 12" PVC (S)

976.30 IE WELL

STORM INTAKE

980.42 RIM

976.16 IE 12" PVC (N)

976.07 IE 12" PVC (S)

975.51 IE WELL

STORM INTAKE

980.96 RIM

976.01 IE 12" PVC (N)

975.96 IE 12" PVC (W)

975.29 IE WELL

STORM INTAKE

979.22 RIM

975.36 IE 12" PVC (E)

975.27 IE 15" PVC (S)

974.66 IE WELL

REMOVE AND DISPOSE OF EXISTING TREE (TYP)

REMOVE AND CAP EXISTING IRRIGATION

LINES AT PROJECT EXTENTS. REFER TO

IRRIGATION DRAWINGS DETAIL (TYP)

REMOVE AND CAP EXISTING IRRIGATION LINES AT

PROJECT EXTENTS. REFER TO IRRIGATION

DRAWINGS FOR ADDITIONAL DETAIL (TYP)

REMOVE IRRIGATION VALVE BOX WITHIN

PROJECT EXTENTS. REFER TO IRRIGATION

DRAWINGS FOR ADDITIONAL DETAIL (TYP)PROTECT EXISTING PAVING (TYP)

PROTECT EXISTING WALLS (TYP)

PROTECT EXISTING TREE

TEMPORARY CONSTRUCTION ENTRANCE

- MACADAM STONE WITH MINIMUM DEPTH OF 6" OVER

GEOTEXTILE FABRIC. COORDINATE EXACT LOCATION

WITH CONSTRUCTION MANAGER AND FACILITY.

NO CONSTRUCTION ACCESS

WILL BE ALLOWED THROUGH

EXISTING COLUMBARIUM

PROTECT EXISTING STORM

STRUCTURES AND PIPE (TYP)

PROTECT EXISTING

PCC CURB

6" TALL CHAINLINK CONSTRUCTION

FENCE WITH OPAQUE NETTING

SECURELY ATTACHED

NO CONTRACTOR PARKING

ALLOWED IN EXISTING PARKING

STALLS OR ALONG ROAD

REMOVE TEMPORARY CONSTRUCTION

ENTRANCE AT THE COMPLETION OF

CONSTRUCTION AND SALVAGE CLEAN

GRANULAR MATERIAL AND HAUL TO AN

OWNER PROVIDED STOCKPILE LOCATION

ON-SITE AT THE END OF CONSTRUCTION, DISK

TO A MINIMUM DEPTH OF 6" AND PREPARE

EXISTING GRADE FOR SOD RESTORATION

CONTRACTOR TO UTILIZE AREA TO THE EAST

AND SOUTH OF THE PROJECT SITE FOR

CONSTRUCTION PARKING AND LAYDOWN.

COORDINATE EXACT LOCATIONS WITH

CONSTRUCTIONS MANAGER AND FACILITY

PROTECT EXISTING

TREES (TYP)

TEMPORARILY ADJUST

CONSTRUCTION FENCE AS

REQUIRED DURING STORM

SEWER INSTALLATION

20.0'

207.4'

CONTRACTOR TO PROVIDE SIGNAGE

INDICATION CONSTRUCTION

ENTRANCE - NO PUBLIC ACCESS OR

EQUIVALENT SIGNAGE

D R

B Y

D B

O R

E D

T N

U M

T N

U M

Pr in te d: CD01

G C

O N

D D

O N

C O

O N

-0 6-

90 ---

C C

M A

N D

T O

D R, A

L, IA

\P ro je ct s\

De liv er ab le s\

Dr aw in gs

\1 _C ivi l\C

C O

.d wg 6/

E- H

R Y.

C O

A B

A B C D E F

C D E F

NORTH

STORM INTAKE

980.46 RIM

976.36 IE 12" PVC (S)

976.30 IE WELL

STORM INTAKE

980.42 RIM

976.16 IE 12" PVC (N)

976.07 IE 12" PVC (S)

975.51 IE WELL

STORM INTAKE

980.96 RIM

976.01 IE 12" PVC (N)

975.96 IE 12" PVC (W)

975.29 IE WELL

FUTURE BENCH LOCATIONS -

SHOWN FOR REFERENCE

ONLY (TYP)

106.7' 13 .0

5" PCC PAVING (TYP)

5.0'

96.67'

18.7'

36.2'

9.3'

36.2'

6.3'

WALL 13

WALL 14

WALL 16

WALL 15

WALL 17

WALL 18

5.0'(TYP)

COLUMN 72

COLUMN 37

COLUMN 1

COLUMN 36

8.0'

(TYP)

REFER TO ARCHITECTURAL

SHEET FOR WALL DETAILS (TYP)

COLUMN 72

COLUMN 37

COLUMN 1

COLUMN 36

COLUMN 72

COLUMN 37

COLUMN 1

COLUMN 36

COLUMN 72

COLUMN 37

COLUMN 1

COLUMN 36

COLUMN 72

COLUMN 37

COLUMN 1

COLUMN 36

COLUMN 72

COLUMN 37

COLUMN 1

COLUMN 36

8.0'

(TYP)

8.0'

(TYP)

BENCH - SEE ARCHITECTURAL

PLANS FOR DETAIL (TYP)

MATCH EXISTING

JOINTING PATTERNS (TYP)

D R

B Y

D B

O R

E D

T N

U M

T N

U M

Pr in te d: C101

C O

O N

-0 6-

90 ---

C C

M A

N D

T O

D R, A

L, IA

\P ro je ct s\

De liv er ab le s\

Dr aw in gs

\1 _C ivi l\C

dw g 6/

E- H

R Y.

C O

A B

A B C D E F

STORM INTAKE

980.46 RIM

976.36 IE 12" PVC (S)

976.30 IE WELL

STORM INTAKE

980.42 RIM

976.16 IE 12" PVC (N)

976.07 IE 12" PVC (S)

975.51 IE WELL

STORM INTAKE

980.96 RIM

976.01 IE 12" PVC (N)

975.96 IE 12" PVC (W)

975.29 IE WELL

GRADING LIMITS (TYP)

981.24

981.01

980.96

981.01

980.95

981.11

980.96

981.11

980.96

981.11

980.95

981.01

981.01980.96981.01

980.89

981.01

981.21

981.09

981.25

981.16

981.09

981.25

981.28

981.16

981.01

981.16

981.01

980.93

981.01

981.16

981.16 981.13

981.01980.96981.01

981.16

981.16 981.01

981.01

981.16

981.01980.96981.01

981.01 981.01

980.96

980.09

LOW PT

980.96981.01

981.01

980.93

980.04

LOW PT

980.09

LOW PT

981.13

981.01

MATCH EXISTING AT

GRADING LIMITS (TYP)

MATCH EXISTING GRADES OF PAVING (TYP)

SWALE

8.72%

7.84%

14.70%

13.40%

3.93%

1.84%

2.00%

1.84%

1.37%

SWALE

SILT FENCE OR WATTLE (TYP)

981.22

981.31

1.4

981.22 981.38

981.27

981.20

1.4

981.26

981.21

981.26

2.25%

2.50%

1.83%

2.08%

1.99%

2.04%

1.4

981.35 M

981.32 M

981.30 M

981.35 M

981.38 M

981.32 M

980.91

HIGH PT

PROVIDE INTAKE PROTECTION AT ALL INTAKES

WITHIN OR ADJACENT TO DISTURBED AREAS (TYP)

PROVIDE INTAKE PROTECTION AT ALL INTAKES

WITHIN OR ADJACENT TO DISTURBED AREAS (TYP)

ADJUST LOCATION OF PERIMETER

EROSION CONTROL AS REQUIRED TO

COORDINATE WITH STAGING AND

LAYDOWN AREAS

D R

B Y

D B

O R

E D

T N

U M

T N

U M

Pr in te d: C201

G R

G P

C O

O N

-0 6-

90 ---

C C

M A

N D

T O

D R, A

L, IA

\P ro je ct s\

De liv er ab le s\

Dr aw in gs

\1 _C ivi l\C

dw g 6/

E- H

R Y.

C O

A B

A B C D E F

STORM INTAKE

980.46 RIM

976.36 IE 12" PVC (S)

976.30 IE WELL

STORM INTAKE

980.42 RIM

976.16 IE 12" PVC (N)

976.07 IE 12" PVC (S)

975.51 IE WELL

STORM INTAKE

980.96 RIM

976.01 IE 12" PVC (N)

975.96 IE 12" PVC (W)

975.29 IE WELL

INT 1.1 12" DRAIN BASIN WITH

FLAT INTAKE GRATE

RIM = 980.89

IE = 976.77 ST-1.1

IE = 976.87 ST-1.1A

IE = 976.87 ST-1.2

INT 1.2 12" INLINE DRAIN

WITH FLAT INTAKE GRATE

RIM = 980.09

IE = 977.06 ST-1.2

IE = 977.06 ST 1.1

INT 1.3 12" INLINE DRAIN

WITH FLAT INTAKE GRATE

RIM = 980.09

IE = 977.26 ST -1.3

IE = 977.26

ST-1.1 105 LF 8"

HDPE @ 0.50%

ST-1.1A 60 LF 8"

HDPE @ 0.50%

ST-1.2 36 LF 8"

HDPE @ 0.50%

ST-1.3 38 LF 8"

HDPE @ 0.50%

RETROFIT EXISTING BASIN WITH

MANUFACTURER RECOMMENDED FITTING

12" DRAIN BASIN

IE = 976.25 ST-1.1

4" PERFORATED HDPE SUBDRAIN (TYP)

ALL SUBDRAIN SHALL BE

CONSTRUCTED MINIMUM 1' DEEP AT

MINIMUM SLOPE OF 0.50%

CONNECT TO STORM SEWER WITH

MANUFACTURED FITTINGS, INSERTA

TEE OR APPROVED EQUAL (TYP)

INT 1.1A 12" DRAIN BASIN

WITH FLAT INTAKE GRATE

RIM = 980.04

IE = 977.17 ST-1.1A

4" PERFORATED HDPE

TO 8" HDPE REDUCER 5'

FROM STRUCTURE

D R

B Y

D B

O R

E D

T N

U M

T N

U M

Pr in te d: C301

C O

O N

-0 6-

90 ---

C C

M A

N D

T O

D R, A

L, IA

\P ro je ct s\

De liv er ab le s\

Dr aw in gs

\1 _C ivi l\C

.d wg

E- H

R Y.

C O

A B

A B C D E F

SUBGRADE PREPARATION SHALL

EXTEND 24" BEYOND BACK OF

CURB OR EDGE OF PAVING

NOTE:

C3 PAVEMENT CROSS-SECTIONS

SCARIFIED AND RECOMPACTED

SUBGRADE (98% STANDARD PROCTOR

DENSITY, COMPACT IN 2 LIFTS)

EXISTING SUBGRADE OR

COMPACTED FILL (95%

STANDARD PROCTOR DENSITY)

P.C.C.

5" P.C.C. PAVING

6"6" GRANULAR SUBBASE - IDOT

SECTION 4121, MODIFIED SUBBASE

E- H

R Y.

C O

- N O

R C

O N

U C

A B

A B C D E F

C D E F

D R

B Y

D B

O R

E D

T N

U M

T N

U M

Pr in te d: C501

C O

R U

O N

C O

O N

-0 6-

90 ---

C C

M A

N D

T O

D R, A

L, IA

\P ro je ct s\

De liv er ab le s\

Dr aw in gs

\1 _C ivi l\C

dw g 6/

E3 FLEXIBLE PIPE EXCAVATION & BEDDING

FRONT VIEW

FABRIC

POST

WIRE

CORD

TRENCH BOTTOM

EMBEDDED 28" BELOW

STEEL POST TO BE

DETAILS OF SILT FENCE

GROUND

LINE

ENGINEERING

FABRIC

TRENCH BOTTOM

SECURE WITH WIRE.

PLACE AROUND POST,

HAVE A MINIMUM 36" WIDTH.

ENGINEERING FABRIC SHALL

PLACED TO BOTTOM OF TRENCH.

POST TOP VIEW

NOTE: TWIST CORD ANDENGINEERING FABRIC TO BE

SECURE TOP OF ENGINEERING

DETAILS OF DITCH CHECK

FABRIC TO STEEL POST.

NOTES:

POST

WIRE

CORD

GROUND LINE

12" MIN DEPTH AND 4" MIN WIDTH

TRENCH AND COMPACTED BACKFILL

FOLDED ACROSS BOTTOM OF TRENCH

FLOW

'-0

" M

ENGINEERING FABRIC TO BE

TYPICAL SECTION

FORESLOPE

ENGINEERING

FABRIC

ENGINEERING FABRIC

FLOW

SILT FENCE DITCH CHECK

TYPICAL SECTION

'-0

" M

GROUND LINE

ENGINEERING FABRIC

TO BE FOLDED ACROSS

TRENCH AND COMPACTED

BACKFILL 12" MIN DEPTH

4" MIN WIDTH

BOTTOM OF TRENCH

TRENCH BOTTOM

FOLD FABRIC TO

FIT TRENCH

NORMAL

BACKSLOPE

1' ABOVE GROUND

NORMAL FORESLOPE

2" RISE

IN FENCE

E2 SILT FENCE

A4 NYLOPLAST DRAIN BASIN OR APPROVED EQUAL

(5) ADAPTER

ANGLES

VARIABLE 0° - 360°

ACCORDING TO

PLANS

8" - 36"

(3) VARIABLE SUMP DEPTH

ACCORDING TO PLANS

(6" MIN. ON 8" - 24", 10" MIN. ON 30"

& 12" MIN. ON 36"

BASED ON MANUFACTURING REQ.)

4" MIN ON 8" - 24"

6" MIN ON 30" & 36"

MINIMUM PIPE BURIAL

DEPTH PER PIPE

MANUFACTURER

RECOMMENDATION

(MIN. MANUFACTURING

REQ. SAME AS MIN. SUMP)

(3) VARIABLE INVERT HEIGHTS

AVAILABLE (ACCORDING TO

PLANS/TAKE OFF)

THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER

GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,

CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.

BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE

PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.

WATERTIGHT JOINT

(CORRUGATED HDPE SHOWN)

1 - 8" - 30" STANDARD GRATES SHALL BE DUCTILE IRON PER ASTM A536

GRADE 70-50-05.

2 - 12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.

8" & 10" STANDARD GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE

USE OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045.

3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN

DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING

RESTRICTIONS. SEE DRAWING NO. 7001-110-065.

4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO

ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL),

N-12 HP, & PVC SEWER (4" - 36").

5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE

MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.

6 - 12" - 30" STANDARD GRATES SHALL MEET H-20 LOAD RATING.

7 - 8" & 10" STANDARD GRATES ARE RATED FOR LIGHT DUTY APPLICATIONS

ONLY; NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING.

(1, 2) INTEGRATED DUCTILE IRON

FRAME & GRATE TO MATCH BASIN O.D.

(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS

AVAILABLE: 4" - 36" FOR CORRUGATED HDPE

(ADS N-12/HANCOR DUAL WALL, ADS/HANCOR

SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),

PVC DWV (EX: SCH 40), PVC C900/C905,

CORRUGATED & RIBBED PVC

NOTE: OD = OUTSIDE DIAMETER OF PIPE

TW = TRENCH WIDTH AT 12" ABOVE

TOP OF PIPE

MIN. = OD + 18" OR 1.25 x OD + 12"

(WHICHEVER IS GREATER)

SUBGRADE SHOULD BE EXCAVATED OR OVER

EXCAVATED, IF NECESSARY, SO A UNIFORM

FOUNDATION FREE OF PROTRUDING ROCKS

MAY BE PROVIDED.

UNDISTURBED

SOIL

GRANULAR

CRADLE

4" (MIN.)

OR 1/4 THE DIAMETER

(WHICHEVER IS GREATER)

Disturbed Area

Area to be Protected

Space as specified in the contract documents.

4'- 0" m ax

Wattle

Directio n of Flow

3'-0"

4'-0" max.

Stakes

2-4" Trench

Compact trench spoil against uphill side of wattle.

9" (nominal) dia.

or as specified.

Joint Wrap

Turn uphill.

A3 WATTLE

1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05,

WITH THE EXCEPTION OF THE BRONZE GRATE.

2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.

3 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO

ASTM D3212 FOR CORRUGATED HDPE (ADS N-12 DUAL WALL), ADS HP, &

PVC SEWER.

THE BACKFILL MATERIAL SHALL BE CRUSHED

STONE OR OTHER GRANULAR MATERIAL

MEETING THE REQUIREMENTS OF CLASS I,

CLASS II, OR CLASS III MATERIAL AS DEFINED

IN ASTM D2321. BEDDING & BACKFILL FOR

SURFACE DRAINAGE INLETS SHALL BE

PLACED & COMPACTED UNIFORMLY IN

ACCORDANCE WITH ASTM D2321.

(3) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE:

4" - 12" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL,

ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),

PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC

(CORRUGATED HDPE SHOWN)

INTEGRATED DUCTILE IRON

FRAME & GRATE TO MATCH

UNIVERSAL INLINE DRAIN O.D.

MINIMUM PIPE BURIAL

DEPTH PER PIPE

MANUFACTURER

RECOMMENDATION

INVERT

ACCORDING TO

PLANS/TAKE OFF

D4 NYLOPLAST 12" UNIVERSAL INLINE DRAIN - NON TRAFFIC RATED INSTALLATION

D R

B Y

D B

O R

E D

T N

U M

T N

U M

Pr in te d: C501

C O

R U

O N

C O

O N

-0 6-

90 ---

C C

M A

N D

T O

D R, A

L, IA

\P ro je ct s\

De liv er ab le s\

Dr aw in gs

\1 _C ivi l\C

dw g 6/

E- H

R Y.

C O

A B

A B C D E F

C D E F

FRONT - FILTER SKID BACK - FILTER SKID CHEMICAL PUMP / INLET & OUTLET PIPING

D R

B Y

D B

O R

E D

T N

U M

T N

U M

Pr in te d: C502

C O

O N

-0 6-

90 ---

C C

M A

N D

T O

D R, A

L, IA

\P ro je ct s\

De liv er ab le s\

Dr aw in gs

\1 _C ivi l\I

.d wg

E- H

R Y.

C O

A B

A B C D E F

C D E F

KEY

IDENTIFIER ITEM NOTES

PRESSURE FILTER REFURBISHMENT

1. REMOVE AND DISPOSE EXISTING MEDIA: APPROX 1,500 LBS OF MEDIA (SUPPORT AND FILTER) PER FILTER; GENERALLY A MIX OF GARNET MEDIA, MAGNESIUM OXIDE MEDIA, AND ANTHRACITE MEDIA.

2. REMOVE AND DISPOSE EXISTING INFLUENT HEADER AND UNDERDRAIN IN EACH FILTER.

3. SUPPLY AND INSTALL NEW INFLUENT DISTRIBUTION HEADER AND UNDERDRAIN IN EACH FILTER: SCHEDULE 80 PVC HEADER/UNDERDRAIN SPECIFICALLY DESIGNED FOR PRESSURE FILTERS.

4. SUPPLY AND PLACE NEW MEDIA IN EACH FILTER:

4.1. SUPPORT GRAVEL: 12” TOTAL, CONFORM TO AWWA B100 AND COMPATIBLE WITH GREENSAND PLUS AND FILTER UNDERDRAINS MNF RECOMMENDATIONS; 4” OF 1-1/2 X ¾ GRADED FILTER GRAVEL; 3” OF ¾ X 3/8 GRADED FILTER GRAVEL; 3” OF ¼ X 1/8 GRADED FILTER GRAVEL; 2” OF 3/16 X 3/32 GRADED FILTER GRAVEL.

4.2. GREENSAND PLUS: 15”, CONFORM TO AWWA B102 LATEST EDITION, BULK DENSITY 88 LBS/CU. FT.; POROSITY: 0.45; EFFECTIVE SIZE 0.3 TO 0.35 MM; UNIFORMITY COEFFICIENT <1.6; MESH SIZE 18

X 60; SPECIFIC GRAVITY 2.4.

4.3. ANTHRACITE: 15”, CONFORM TO AWWA B100 LATEST EDITION, BULK DENSITY 50 TO 52 LBS/CU. FT.; HARDNESS 3.0 TO 3.8 MOHS SCALE; EFFECTIVE SIZE 0.6 TO 0.8 MM; UNIFORMITY COEFFICIENT

<1.7; MESH SIZE 14 X 30; ACID/ALKALINE SOLUBILITY <1%; SPECIFIC GRAVITY 1.6.

4.4. AFTER LOADING MEDIA, BACKWASH IN ACCORDANCE WITH MEDIA MNF/SUPPLIERS INSTALLATION INSTRUCTIONS, ACTIVATE GREENSAND PLUS WITH CHLORINE SOLUTION OF 20 GALLONS OF 15% BLEACH (50 GALLONS OF 6% BLEACH) PER 100 CUBIC FEET OF GREENSAND PLUS, ADD WATER TO FULLY SUBMERGE MEDIA, SOAK FOR AT LEAST 4 HOURS OR OVERNIGHT. BACKWASH SOLUTION FROM FILTERS, NEUTRALIZE BACKWASH WASTEWATER DOWNSTREAM OF FILTERS, AND PRIOR TO ABSORPTION FIELD.

CHEMICAL DOSING PUMP

1. REMOVE AND DISPOSE OF EXISTING CHEMICAL PUMP

2. SUPPLY AND INSTALL NEW CHEMICAL PUMP: PERISTALTIC, BLUE-WHITE, MODEL M1C, 5.6 GPH, 100 PSI (MAX PRESSURE) OR ENGINEER APPROVED EQUAL.

BACKWASH PUMP 1. REMOVE AND SALVAGE EXISTING BACKWASH PUMP. OWNER WILL MAINTAIN OWNERSHIP OF THE PUMP.

2. SUPPLY AND INSTALL NEW BACKWASH PUMP: 100 GPM @ 53 FT TDH; GRUNDFOS CRN 20-1, 3 HP, 208-230V, 3 PH, 60 HZ OR ENGINEERED APPROVED EQUAL.

A A

D R

B Y

D B

O R

E D

T N

U M

T N

U M

Pr in te d: C503

U R

C O

O N

-0 6-

90 ---

C C

M A

N D

T O

D R, A

L, IA

\P ro je ct s\

De liv er ab le s\

Dr aw in gs

\1 _C ivi l\I

.d wg

GENERAL 1. PROVIDE 1 DAY (MINIMUM) FOR START-UP TESTING OF FILTERS, BACKWASH PUMP, AND CHEMICAL PUMP. COORDINATE WITH OWNER AND CONTROL PANEL INTEGRATOR/CONTRACTOR.

NICHE COVER

11 1/4" N

E C

O V

E R

POLISHED GRANITE NICHE

COVER TO MATCH EXISTING

NICHE FRONT

10 1/2"

NICHE REAR

10"

H E

R E

A R

H E

F R

O N

SEE SPECIFICATIONS FOR

SUBMITTAL REQUIREMENTS

1-1/2" NICHE WALL AT FACE OF UNIT

ELEVATION OF STAINLESS STEEL

ANGLE BRACKET WITH PLASTIC SHIMS

7/16" ø HOLE TAPPED TO RECEIVE

SPANNER HEAD BOLT

STAINLESS STEEL ROSETTE WITH

TAMPERPROOF HEAD AND

BRUSHED FINISH

1/2" ø CAST-IN-PLACE HOLE

(SHOWN DASHED)

7/16" ø HOLE, TYP.

OUTLINE OF GRANITE COVER

NICHE COVERS SUPPLIED BY THE VA.

CONTRACTOR SHALL INSTALL ALL

NICHE COVERS, MOUNTING, AND

ATTACHMENT DEVICES

NICHE DEPTH

1'-8" 3/4"

H E

R E

A R

H E

F R

O N

NICHE WALL @

REAR OF UNIT, TYP.

1/4" ø 3" LONG STAINLESS STEEL BOLT W/

SS LOCK WASHER, WASHER AND HEX NUT

1 1/8"

5/8" NEOPRENE WASHER

7/16" ø x 1-1/2" L. SS SPANNER HEAD BOLT, TYP.

STAINLESS STEEL ROSETTE W/

TAMPERPROOF HEAD AND BRUSHED FINISH,

MATCH EXISTING. SEE SPECIFICATIONS FOR

SUBMITTAL REQUIREMENTS

1/2" ø CAST-IN-PLACE HOLE

STAINLESS STEEL 2-1/4" CARRIAGE BOLT W/ SS

LOCK WASHER AND NUT (BOTTOM ROW ONLY)

STAINLESS STEEL ANGLE BRACKET

2 1/4"

4'-8" 3" 4'-2" 3"

LIMESTONE CAP - PROVIDE MORTAR @ ALL

JOINTS. SET IN BED OF MORTAR. SECURE

CAP TO NICHE ASSEMBLY WITH 1/2" ø x 4"

LONG STAINLESS STEEL ANCHOR DOWEL

@ 45 DEG IN COLUMBARIUM WALL @ EA.

END (4 PER UNIT)

CONTINUOUS 1/2" DIA DRIP, TYP.

BACKER ROD AND SEALANT, TYP.

SECURE PRECAST CONCRETE NICHE

ASSEMBLY W/ 1/2" DIAM X 6" LONG

STAINLESS STEEL ANCHOR DOWELS @

45 DEG. (2) IN EACH COLUMBARIUM

WALL END (2 PER UNIT)

PROVIDE POSITIVE DRAINAGE W/

WEEPS 24" O.C.

EXPOSED, ARCHITECTURAL GRADE

TROWELED FINISH. PARGE COAT AS

NECESSARY TO PROVIDE CONSISTENT

FINISH, TEXTURE, AND COLOR; TYPICAL

AT ALL EXPOSED FOOTINGS

S E

E C

D W

G S

4'-0"

1" TYP.

BACKER ROD AND

SEALANT, TYP.

CRUSHED STONE ON GEO

TEXTURE FILTER CLOTH

3/4" CHAMFER

CONC. SLAB OVER COMP.

GRAVEL THICKEN AT EDGE

GEOTEXTILE FILTER CLOTH OVER 4"

DIAM SCH. 40 PVC PERFORATED DRAIN,

COMPLETE WITH ALL CAPS, ELBOWS,

ETC. TIE INTO DRAIN LINES AS SHOWN

ON CIVIL DWGS. NEW PERFORATED

DRAIN SHALL BE INSTALLED AT FRONT

OF EACH NICHE ASSEMBLY

CONT. CONCRETE FOOTING. 42"

BELOW GRADE ON UNDISTURBED

SOIL

6" MIN. HEIGHT VARIES. SEE

COLUMBARIUM PLAZA PLAN LAYOUT

FOR ELEVATIONS OF T.O. FOOTING

C L

#4 STIRRUPS AT 18" O.C.

(5) #5, TOP AND BOTTOM

B2 A101

CRUSHED STONE ON GEO-

TEXTILE FILTER CLOTH

CAST STONE W/ 2" METAL

NUMBERS AND LETTERS,

MATCH EXISTING

COURSED ASHLAR SPLIT-

FACE GRANITE. COLOR,

PATTERN AND FINISH TO

MATCH EXISTING

8" MASONRY BLOCK

CRUSHED STONE ON GEO-

TEXTILE FILTER CLOTH

CAST STONE W/ 2" METAL

NUMBERS AND LETTERS,

MATCH EXISTING

SINGLE SIDED PRECAST

CONCRETE COLUMBARIA

ASSEMBLY, (5 UNITS HIGH)

BACK-TO-BACK

D2 A101

1'-2"

LIMESTONE CAP

COLUMBARIUM WALL

COURSED ASHLAR

SPLIT-FACE GRANITE,

MATCH EXISTING

CONCRETE BASE, (SHOWN

DASHED) SEE

COLUMBARIUM PLAZA

LAYOUT PLAN FOR T.O. FTG

CONCRETE PAVING, SEE

CIVIL DWGS.

EXTEND LIMESTONE

BELOW GRADE MIN. 6"

SEE CIVIL

T.O. FOOTING

WALL #

LIMESTONE BASE

DIMENSIONAL METAL SIGNAGE.

BOTH ENDS, TYP. DRILL INTO

LIMESTONE CAP AND ATTACH

USING STUD MOUNTS AND

ADHESIVE. SIM. TO

COLUMBARIUM WALLS 7-12

39'-0"

CONCRETE PAVING, SEE CIVIL DWGS.

LIMESTONE WALL CAP W/ 2" METAL

NUMBERS SIM. TO WALLS 7-12. NUMBER

THE FIRST AND EVERY 4TH COLUMN.

MATCH FONT TO EXIST. COLUMBARIA

COORDINATE LIMESTONE JOINTING

DURING SHOP DRAWING PROCESS

W/ PRECAST NICHE UNITS

BEGIN NUMBERING

CLOSER TO DRIVE

37'-4" 1'-2"

LIMESTONE W/ 2" METAL

NUMBERS AND LETTERS

TO MATCH WALLS 7-12

COURSED ASHLAR

SPLIT-FACE GRANITE,

MATCH EXISTING

EXTEND LIMESTONE

BELOW GRADE MIN. 6"

CONCRETE PAVING,

SEE CIVIL DWGS.

LOWEST ROW OF

LETTERS SHALL BE "E"

LOWEST ROW OF LETTERS

SHALL BE "E"

NICHE CALCULATIONS

EACH FACE OF WALL:

5 ROWS @ 36 COLUMNS = 180 NICHES PER SIDE

2 SIDE PER WALL = 360 NICHES PER WALL

6 WALLS = 2,160 TOTAL NICHES

D2 A101

A2 A101

4 8 12 16 20 24 28 32 36

SEE CIVIL

T.O. FOOTING

MARINE

CORPS

NAVY

AIR

FORCE

ARMY

SPACE

FORCE

10'-0"

EXISTING PLAQUES TO BE SALVAGED,

CLEANED, POLISHED, AND REMOUNTED W/ NEW

1/2" STAND-OFFS

NEW SPACE FORCE BRONZE

SEAL TO MATCH EXISTING

SEALS. ORIGINAL PLAQUES

ARE BELIEVED TO BE GEMINI

STANDARD CAST BRONZE

PLAQUES (CIRCA 2008).

NEW BRONZE BACKER

PLAQUE W/ 1" STAND-OFF

MOUNTS. JOINT AT CENTER.

COAST

GUARD2

11'-4"

5'-8" 5'-8"

1'-1" 1'-10" 1'-10" 11" 11" 1'-10" 1'-10"

1'-1"

" 0' - 8"

BORDER

1/2" W X 3/4" D

EQEQ

EXISTING CAST STONE BAND

A P

P R

O V

E D

B Y

D R

A W

N B

U E

D F

O R

U E

D A

T E

P R

O J E

C T

N U

M B

E R

L D

B O

O K

A B C D E F

A B C D E F6 /1

:1 :2

A u to d e s k D o c s

D A

I V

C C o lu m b a ri u m a n d I rr ig a ti o n /2

-I

D A

S -I

V C

-A -R

.r v t

P A

C K

A G

C O

L U

M B

A R

W A

L L S

E C

E L E

V A

N S

N D

D E

T A

M J K

C R

A101

C O

L U

M B

A R

A N

A T

A D

E P

A R

T M

E N

T O

F V

E T

E R

A N

S A

F F

S C

N T

P R

O J E

C T

N U

M B

E R

A S

P R

O J E

C T

N U

M B

E R

E T

E R

A N

S M

E M

O R

L D

A D

E L

C O

N S

T R

U C

N D

O C

U M

E N

T S

-0

-1

01 1/2" = 1'-0" A2

TYPICAL NICHE ELEVATION

1' 01 1/2" = 1'-0"

DETAIL THROUGH NICHE

01/2" = 1'-0" D2

TYPICAL SECTION THROUGH COLUMBARIUM WALL

01/2" = 1'-0"C3

COLUMBARIUM END - PLAN DETAIL

01/2" = 1'-0" A4

TYPICAL END ELEVATION

3' 01/2" = 1'-0"

TYPICAL FRONT ELEVATION

NOTE:

PRE-CAST CONCRETE COLUMBARIUM NICHE

ASSEMBLY SHOP DRAWING SHALL SHOW AND

SPECIFY ALL STEEL REINFORCING WITHIN UNITS

AND SHALL BE SIGNED AND SEALED BY

STRUCTURAL ENGINEER REGISTERED IN IOWA.

SHOP DRAWINGS SHALL ALSO INCLUDE DETAILS

FOR PRE-CAST CONCRETE CAP ATTACHMENT

AND ALL ANCHORING TECHNIQUES.

NOTE:

CONTRACTOR SHALL COORDINATE AND ADJUST

ALL DIMENSION WITH ACTUAL SIZE OF

COLUMBARIUM NICHE TO BE SUPPLIED.

NOTE:

COORDINATE INSTALLATION OF NICHE COVERS

WITH CEMETERY REPRESENTATIVES. APPROVAL

BY CEMETERY REPRESENTATIVES, ARCHITECT,

AND CONSTRUCTION MANAGER IS REQUIRED

FOR HORIZONTAL AND VERTICAL ALIGNMENT OF

NICHE COVERS BEFORE INSTALLATION CAN BE

CONSIDERED COMPLETE.

W e s to w n P a rk w a y S u it e

W e s t D e s M o in e s

E -H

A T

T E

R Y

.C O

NOTE:

CONTRACTOR SHALL BE AWARE THAT NICHE

COVERS WILL BE PROVIDED BY THE VA.

CONTRACTOR IS REQUIRED TO PROVIDE ALL

MOUNTING DEVICES AND INSTALL NICHE

COVERS.

01/2" = 1'-0"A3

SERVICE PLAQUE LOCATIONS

C C

M A

N D

T O

D R, A

L, IA

S H

E-

O M

REMOVE EXISTING ROTOR ZONE.

CONFIRM LOCATION IN FIELD.

RELOCATE EXISTING ISOLATION

VALVE, QUICK COUPLER VALVE,

AND GROUND TO NEW TURF

AREA.

VERIFY EXISTING ELECTRIC

VALVE LOCATION.

VERIFY EXISTING ELECTRIC

VALVE LOCATION.

1. REMOVE AND DISPOSE OF ALL IRRIGATION PIPING INDICATED ON DRAWINGS. SHOWN

IN RED.

2. REMOVE AND SALVAGE EXISTING SPRINKLER HEADS AND VALVES. RETURN TO

OWNER.

3. PROTECT EXISTING IRRIGATION COMPONENTS OUTSIDE OF CONSTRUCTION AREA.

DEMOLITION NOTES:

E- H

R Y.

C O

A B

A B C D E F

C D E F

D R

B Y

D B

O R

E D

T N

U M

T N

U M

Pr in te d:

NORTH

SCALE IN FEET

5 10 20

Pr in te d: ID101

C O

O N

-0 6-

90 ---

C C

M A

N D

T O

D R, A

L, IA

\D es ig n Pr oj ec ts \Io wa V et C em et ar y\

- D ra wi ng s\

Irr ig at io n.

dw g 6/

:3 0:

E- H

R Y.

CONNECT TO EXISTING MAIN LINE.

CONFIRM ACTUAL LOCATION IN

FIELD.

CONNECT TO EXISTING MAIN LINE.

CONFIRM ACTUAL LOCATION IN

FIELD.

RELOCATED EXISTING ISOLATION

VALVE, QUICK COUPLER VALVE,

AND GROUND.

7.71"

9.241"23

5.031"

#12 TWO-WIRE MAXI COMM. CABLE - AS PER PAIGE WIRE CO. OR EQUAL

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

RAIN BIRD 1804-SAM-PRS WITH HUNTER MP1000 NOZZLES

TURF SPRAY 4.0IN. POP-UP SPRINKLER WITH CO-MOLDED

WIPER SEAL. 1/2IN. NPT FEMALE THREADED INLET. WITH

SEAL-A-MATIC CHECK VALVE. PRESSURE REGULATING.

CONTRACTOR TO PROVIDE PROPER NOZZLE THREADING

TO MATCH IRRIGATION HEAD AND SPACING.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

RAIN BIRD 5004-PL-PC-SAM-R 1.5

TURF ROTOR, 4IN. POP-UP WITH PLASTIC RISER.

ADJUSTABLE TO FULL CIRCLE. STANDARD ANGLE NOZZLE,

IN-STEM PRESSURE REGULATOR, AND FLOW SHUT-OFF

DEVICE. WITH SEAL-A-MATIC CHECK VALVE.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

RAIN BIRD PEB-PRS-D WITH FD-XXXTURF DECODER

1IN. PLASTIC INDUSTRIAL REMOTE CONTROL VALVE. LOW

FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION.

WITH PRESSURE REGULATOR MODULE. PROVIDE

DECODER TO WORK WITH EXISTING SYSTEM.

RAIN BIRD 5-RC

1IN. BRASS QUICK-COUPLING VALVE, WITH

CORROSION-RESISTANT STAINLESS STEEL SPRING,

THERMOPLASTIC RUBBER COVER, AND 1-PIECE BODY.

NIBCO T113-IR ISOLATION VALVE - LINE SIZED 2

RAIN BIRD LSP-1

WITH PAIGE WIRE CO. 36" GROUND PLATE ASSEMBLY AND

GROUND ENHANCEMENT MATERIAL.

IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 717.3 LF

IRRIGATION MAINLINE: PVC CLASS 200 SDR 21

GASKETED WITH JOINT RESTRAINTS

323.8 LF

M L O

Valve Number

Valve Flow

Valve Size

Valve Callout

IRRIGATION SCHEDULE

DESIGN NOTES:

1. ALL PRODUCT APPLICATIONS AND INSTALLATIONS MUST MEET MANUFACTURER'S

REQUIREMENTS.

2. FLOW RATES THROUGH PVC PIPING NOT TO EXCEED MANUFACTURER'S RECOMMENDATIONS.

3. PIPING AS SHOWN IS DIAGRAMMATIC IN NATURE. ALL PIPING TO BE LOCATED WITHIN OWNER'S

PROPERTY LINES.

4. CONTRACTOR IS RESPONSIBLE FOR PROPER OPERATION OF IRRIGATION SYSTEM. SYSTEM

SHALL NOT EXCEED MANUFACTURER'S RECOMMENDATIONS AND SHALL WATER AREAS NOTED.

IRRIGATION PLAN IS INTENDED TO INCLUDE EVERYTHING NECESSARY TO THE PROPER

OPERATION OF SAID IRRIGATION SYSTEM. IF ADJUSTMENTS ARE REQUIRED, CONTRACTOR

SHALL MAKE ADJUSTMENTS FOR SAME.

5. IRRIGATION PLANS SHALL HAVE PRECEDENCE OVER IRRIGATION SPECIFICATIONS. ANY

DISCREPANCIES BETWEEN THESE TWO DOCUMENTS MUST BE BROUGHT TO THE ATTENTION OF

THE IRRIGATION CONSULTANT BEFORE INSTALLATION.

6. IRRIGATION PLANS ARE DIAGRAMMATIC IN NATURE CONTRACTOR WILL BE RESPONSIBLE FOR THE LOCATION OF ALL EQUIPMENT AS STAKED BY IRRIGATION CONSULTANT.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 7, 2026.