Jefferson MG CIVIL - ARCH Drawings_100 CD_04-15-26.pdf

OSCEOLALYON DICKENSON

CRAWFORD

OBRIEN

CHEROKEE

SIOUX

EMMET

KOSSUTH

WINNEBAGO WORTH MITCHELL HOWARD

CLAY

MONONA

PLYMOUTH

BUENA VISTA POCAHONTAS

PALO ALTO

HUMBOLT WRIGHT FRANKLIN

FLOYD CHICKASAW

WINNESHIEK ALLAMAKEE

FAYETTE CLAYTON

BREMER

BUTLER

BLACK HAWK

CARROL

WOODBURY IDA SAC CALHOUN

HANCOCK CERRO GORDO

GREENE BOONE STORY MARSHALL TAMA

GRUNDYHARDINHAMILTONWEBSTER

POWESHIEKJASPERPOLK SCOTT

CLINTON

JACKSON

DUBUQUEDELAWAREBUCHANAN

JONES

CEDAR

LINN

BENTON

IOWA

JOHNSONHARRISON

POTTAWATTAMIE

MILLS

FREMONT

MADISON

DALLASGUTHRIEAUDUBON

SHELBY

CASS

ADAIR

UNIONADAMSMONTGOMERY

PAGE TAYLOR RINGGOLD

WAREN MARION

LUCASCLARKE

DECATUR WAYNE

LEE

DES MOINES

LOUISA

MUSCATINE

WASHINGTONKEOKUKMAHASKA

HENRYJEFFERSONWAPELLOMONROE

APPANOOSE DAVIS VAN BUREN

IOWA COUNTY AND DISTRICT KEY

CIVIL

NO. SHEET NAME

C001 CONSTRUCTION NOTES

C002 CONSTRUCTION NOTES

C003 EXISTING CONDITIONS

C004 DEMOLITION PLAN

C005 DEMOLITION PLAN - ALTERNATE #1

C101 SITE PLAN

C102 SITE PLAN - ALTERNATE #1

C201 GRADING PLAN

C202 GRADING PLAN - ENLARGEMENT

C203 GRADING PLAN - ALTERNATE #1

C301 UTILITY PLAN

C302 UTLITY PLAN - ALTERNATE #1

C501 CONSTRUCTION DETAILS

C502 CONSTRUCTION DETAILS

ELECTRICAL

NO. SHEET NAME

E000 ELECTRICAL GENERAL INFORMATION

E101 FIRST FLOOR LIGHTING PLAN

E201 FIRST FLOOR POWER PLAN

E202 ROOF LEVEL - POWER

E300 FIRST FLOOR SYSTEMS PLAN

E500 ELECTRICAL DETAILS

E600 ELECTRICAL SCHEDULES

E601 ELECTRICAL PANEL SCHEDULES

ES100 ELECTRCIAL SITE PLAN

FIRE PROTECTION

NO. SHEET NAME

FP101 FIRST FLOOR FIRE PROTECTION PLAN

MECHANICAL

NO. SHEET NAME

M000 MECHANICAL GENERAL INFORMATION

M101 MECHANICAL FLOOR PLAN

M102 MECHANICAL ROOF PLAN

M500 MECHANICAL DETAILS

M501 MECHANICAL CONTROLS

M600 MECHANICAL SCHEDULES

M700 MECHANICHAL 3D VIEWS

ARCHITECTURE

NO. SHEET NAME

G001 CODE ANALYSIS

G002 GENERAL NOTES, LEGEND, AND ABBREVIATIONS

G003 WALL TYPES AND SITE DETAILS

G004 SIGNAGE & ADA

A101 FLOOR SLAB SLOPE AND SUBGRADE DRAINAGE PLAN

A102 FIRST FLOOR PLAN

A111 ENLARGED OFFICE PLAN AND INTERIOR ELEVATIONS

A112 ENLARGED MECHANIC'S OFFICE PLAN AND INTERIOR ELEVATIONS

A201 DOOR/FRAME/WINDOW ELEVATIONS AND SCHEDULES

A202 DOOR DETAILS

A203 OVERHEAD DOOR DETAILS

A204 INTERIOR FINISH SCHEDULES

A301 EXTERIOR ELEVATIONS

A401 BUILDING SECTIONS

A402 BUILDING SECTIONS

A403 WALL SECTIONS

A404 WALL SECTIONS

A405 WALL SECTIONS AND DETAILS

A501 DETAILS

A601 FIRST FLOOR REFLECTED CEILING PLAN

A602 OVERALL REFLECTED CEILING PLAN

A701 ROOF PLAN

A702 ROOF DETAILS

A801 EQUIPMENT AND FURNITURE PLAN

PLUMBING

NO. SHEET NAME

P100 UNDER SLAB PLUMBING PLAN

P101 FIRST FLOOR SSV PLUMBING PLANS

P102 ROOF PLUMBING PLAN

P201 FIRST FLOOR PLUMBING PLANS

P400 PLUMBING ENLARGED PLANS

P500 PLUMBING DETAILS

P600 PLUMBING SCHEDULES

STRUCTURAL

NO. SHEET NAME

S000 STRUCTURAL GENERAL INFORMATION

S001 STRUCTURAL GENERAL INFORMATION & SPECIAL INSPECTIONS

S002 LOADING DIAGRAMS AND LINTELS

S100 FOUNDATION PLAN

S110 MEZZANINE/LOW ROOF FRAMING PLAN

S111 GARAGE ROOF FRAMING PLANS

S200 FRAMING ELEVATIONS

S500 FOUNDATION DETAILS

S501 FOUNDATION DETAILS

S510 FRAMING DETAILS

S511 FRAMING DETAILS

PROJECT:

Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010

SHEET

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Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010

(515) 239-1299

COUNTY: DISTRICT:

PROJECT NUMBER:

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BG-2J21(000)--80-37

610 N PINET, JEFFERSON, IA 50129

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15 APR 2026

BG-2J21(000)--80-37

GREENE 01

COVER

CIVIL

ARCHITECTURE

STRUCTURAL

MECHANICAL

ELECTRICAL

SIGNATURE

I HEREBY CERTIFY THAT THE PORTION OF THIS TECHNICAL SUBMISSION

DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND RESPONSIBLE CHARGE. I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF IOWA.

DATE

PAGES OR SHEETS COVERED BY THIS SEAL:

LICENCE NUMBER: P26414

PRINTED OR TYPED NAME: KYLE A. LAWSON

SIGNATURE

I HEREBY CERTIFY THAT THE PORTION OF THIS TECHNICAL SUBMISSION

DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND RESPONSIBLE CHARGE. I AM A DULY LICENSED ARCHITECT

UNDER THE LAWS OF THE STATE OF IOWA.

DATE

MY LICENSE RENEWAL DATE IS:

LICENCE NUMBER:

PRINTED OR TYPED NAME:

SIGNATURE

I HEREBY CERTIFY THAT THE PORTION OF THIS TECHNICAL SUBMISSION

DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND RESPONSIBLE CHARGE. I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF IOWA.

DATE

PAGES OR SHEETS COVERED BY THIS SEAL:

LICENCE NUMBER: P26414

PRINTED OR TYPED NAME: KYLE A. LAWSON

SIGNATURE

I HEREBY CERTIFY THAT THE PORTION OF THIS TECHNICAL SUBMISSION

DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND RESPONSIBLE CHARGE. I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF IOWA.

DATE

PAGES OR SHEETS COVERED BY THIS SEAL:

LICENCE NUMBER: P26414

PRINTED OR TYPED NAME: KYLE A. LAWSON

SIGNATURE

I HEREBY CERTIFY THAT THE PORTION OF THIS TECHNICAL SUBMISSION

DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND RESPONSIBLE CHARGE. I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF IOWA.

DATE

PAGES OR SHEETS COVERED BY THIS SEAL:

LICENCE NUMBER: P26414

PRINTED OR TYPED NAME: KYLE A. LAWSON

ODDMY LICENSE RENEWAL DATE IS DECEMBER 31:

MY LICENSE RENEWAL DATE IS DECEMBER 31:

MY LICENSE RENEWAL DATE IS DECEMBER 31:

MY LICENSE RENEWAL DATE IS DECEMBER 31:

C-SHEETS

CHRISTOPHER R. MARVIN

P27417

ODD

S-SHEETS

KEVIN J. BRUXVOORT

19927

ODD

E-SHEETS

STEVE A. TROST

A-SHEETS

JOHN D. BAUMHOVER

P25737

EVEN

M-SHEETS, P SHEETS

PAGES OR SHEETS COVERED BY THIS SEAL:

JUNE 30, 2027

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FOR REFERENCE ONLY

SHOWN AS AN EXAMPLE OF THE TYPE AND SCOPE

OF CONSTRUCTION ANTICIPATED IN ALTON, IA

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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, STATE AND LOCAL 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 SHIVE-HATTERY, INC. AND IOWA DOT ARCHITECTURAL SERVICES, AT THE CONTRACTOR'S EXPENSE. WORK DONE CONTRARY TO THE INSTRUCTIONS OF SHIVE-HATTERY, INC. AND IOWA DOT ARCHITECTURAL SERVICES, 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, GAS VENTS, 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. A LIMITED NUMBER OF SUBSURFACE INVESTIGATIONS HAVE BEEN CONDUCTED ON THE SITE AND CAN BE FOUND IN THE GEOTECHNICAL ENGINEERING REPORT PREPARED BY TERRACON PROJECT NUMBER AB245049-01. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN SUBSURFACE INFORMATION THAT MAY AFFECT COSTS. IF ADVERSE SUBSURFACE CONDITIONS ARE ENCOUNTERED, THE

CONTRACTOR SHALL NOTIFY THE OWNER REPRESENTATIVE IMMEDIATELY.

13. 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 AND ELEVATION OF ALL UTILITIES MUST BE DETERMINED BY THE CONTRACTOR. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED SITE IMPROVEMENTS SHOWN ON THE PLANS.

14. 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.

15. 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.

16. 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.

17. 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.

18. 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.

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

20. 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.

21. CONSTRUCTION ACTIVITIES ARE TO BE LIMITED TO THE EXISTING RIGHT-OF-WAY, TEMPORARY CONSTRUCTION EASEMENTS, OR 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). COPIES OF THE AGREEMENTS SHALL

BE SUBMITTED TO THE OWNER'S REPRESENTATIVE PRIOR TO THE USE OF THE PROPERTY.

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

BY EMERGENCY VEHICLES.

23. 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.

24. ALL INSPECTIONS REQUIRED FOR PUBLIC OR PRIVATE IMPROVEMENTS SHALL BE FACILITATED BY THE CONTRACTOR.

25. CONTACT THE OWNER FOR PROCEDURES FOR HANDLING CONTAMINATED SOILS IF LOCATED ON SITE.

26. PRIOR TO INITIAL ACCEPTANCE BY THE OWNER(S) AND/OR GOVERNING AUTHORITY, ALL WORK SHALL BE REVIEWED AND APPROVED BY THE OWNER AND MUNICIPALITY ENGINEER OR THEIR REPRESENTATIVE(S). THE CONTRACTOR SHALL GUARANTEE THEIR WORK FOR A PERIOD OF 12 (TWELVE) MONTHS FROM THE DATE OF SUBSTANTIAL COMPLETION AND SHALL BE HELD RESPONSIBLE FOR ANY DEFECTS IN MATERIAL OR WORKMANSHIP OF THIS WORK DURING THAT PERIOD AND UNTIL FINAL ACCEPTANCE IS MADE.

27. 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) LATEST EDITION.

28. WHEN PERFORMING WORK WITHIN THE PUBLIC RIGHT OF WAY, CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN TO CITY ENGINEER AT LEAST SEVEN (7) DAYS PRIOR TO STARTING WORK. IF THE AUTHORITY HAVING JURISDICTION REQUIRES ADDITIONAL TRAFFIC

CONTROLS, IT SHALL BE INCIDENTAL TO THE PROJECT.

29. ALL PROPERTY MARKERS AND SURVEY REFERENCE MARKERS SHALL BE CAREFULLY PRESERVED DURING CONSTRUCTION UNTIL THEIR LOCATION HAS BEEN WITNESSED OR OTHERWISE TIED IN BY AN AUTHORIZED AGENT OR PROFESSIONALLY LICENSED SURVEYOR.

30. REPLACE ANY PROPERTY MONUMENTS REMOVED OR DESTROYED BY CONSTRUCTION. MONUMENTS SHALL BE SET BY A LAND

SURVEYOR REGISTERED TO PRACTICE IN THE STATE OF IOWA.

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

SITE PREPARATION AND DEMOLITION NOTES:

1. ALL EXISTING BUILDINGS, FOUNDATIONS, CONCRETE OR ASPHALT PAVEMENT OR WALKS, CURB AND GUTTER, AND MISCELLANEOUS

STRUCTURES (INCLUDING, BUT NOT LIMITED TO FENCES, POLES, YARD LIGHTS, ELECTRICAL PANELS, WHEEL STOPS, AND MISCELLANEOUS DEBRIS) 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. NO MATERIAL SHALL BE PLACED WITHIN THE EASEMENTS, UNLESS SPECIFICALLY STATED IN THE PLANS OR APPROVED BY THE ENGINEER. 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 TO BE REMOVED 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 GROUND TO TWO FEET BELOW FINISHED GRADE. TREES THAT QUALIFY FOR ENDANGERED BAT HABITAT ARE TO BE

FELLED BETWEEN OCTOBER 1ST AND MARCH 31ST.

6. ALL FENCES WHICH ARE IMPACTED BY THIS PROJECT ARE TO BE REMOVED AND REPLACED TO AN EQUAL OR BETTER CONDITION.

SALVAGED MATERIALS MAY BE USED UPON APPROVAL OF THE OWNER'S REPRESENTATIVE. FENCES SHALL NOT BE REMOVED UNTIL PROPERTY OWNER HAS BEEN NOTIFIED. TEMPORARY FENCING MAY BE REQUIRED OVERNIGHT DURING CONSTRUCTION AND SHOULD BE

INCIDENTAL TO THE PROJECT.

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

PROTECTION AND MAINTENANCE OF EXISTING SITE FEATURES NOT NOTED FOR REMOVAL.

8. 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.

9. VOIDS LEFT BY ANY ITEM REMOVED (FENCE POST, UTILITIES, SIGN, ETC.) SHALL BE BACKFILLED IN ACCORDANCE WITH SUDAS SPECIFICATION AND THE PROJECT SPECIFICATIONS AND GEOTECHNICAL ENGINEERING REPORT.

10. AS SOON AS DEMOLITION WORK HAS BEEN COMPLETED, FINAL GRADE OF BACKFILL IN DEMOLITION AREAS SHALL BE COMPACTED PER SUDAS SPECIFICATIONS AND THE GEOTECHNICAL ENGINEERING REPORT 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.

11. 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. ALL ABANDONED SEWER LINES SHALL BE PLUGGED AT BOTH ENDS WITH A MINIMUM OF TWO (2) FEET LONG NON-SHRINK CONCRETE MORTAR

PLUGS UNLESS OTHERWISE NOTED.

12. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF A FIELD OR DRAIN TILE IS ENCOUNTERED AND SHALL INDICATE THE METHOD OF RESOLVING THE CONFLICT. THE ENGINEER SHALL APPROVE THE PROPOSED METHOD. EXISTING FIELD TILE LINES ENCOUNTERED IN THIS

PROJECT SHALL BE REPAIRED BY THE CONTRACTOR IN ONE OF THE FOLLOWING WAYS:

a. CONNECT TILE TO THE NEAREST STORM SEWER.

b. DAYLIGHT TO FINISHED GROUND.

c. REPAIR TILE AND MAINTAIN SERVICE.

GRADING NOTES:

1. THE GEOTECHNICAL INVESTIGATION REPORT FOR THE SITE AND ALL ADDENDA THERETO ARE SUPPORTING DOCUMENTS FOR THIS

PROJECT. THE RECOMMENDATIONS AS STATED IN SAID REPORT ARE HEREBY INCORPORATED INTO THESE CONSTRUCTION NOTES BY REFERENCE AND SHALL BE FOLLOWED BY ALL CONTRACTORS. IF THERE IS A CONFLICT BETWEEN THE CONSTRUCTION NOTES AND

GEOTECHNICAL REPORT, FOLLOW THE GEOTECHNICAL REPORT.

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

GEOTECHNICAL REPORT AND SUDAS SECTION 2010.

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 MAKE ONE TEST PER 5,000 SQUARE FEET. 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. STRIP EXISTING VEGETATION WITHIN THE PROJECT LIMITS AND AREAS TO RECEIVE FILL. HAUL OFF SITE BY CONTRACTOR.

6. STRIP EXISTING TOPSOIL 6 INCHES DEEP WITHIN THE PROJECT LIMITS AND AREAS TO RECEIVE FILL. STOCKPILE TOPSOIL FOR REUSE.

EXCESS TOPSOIL MAY BE STOCKPILED ON SITE AT A LOCATION APPROVED BY THE OWNER'S REPRESENTATIVE. NOTE TOPSOIL DEPTHS MAY VARY ON-SITE. REFER TO THE GEOTECHNICAL ENGINEERING REPORT FOR SPECIFIC TOPSOIL DEPTHS BASED UPON THE SOIL

INVESTIGATIONS OF THE SITE.

7. PRIOR TO SUBGRADE PREPARATION, ANY EXISTING GRANULAR FILL SHALL BE REMOVED AND STOCKPILED FOR FUTURE USE.

8. SUBGRADE AREAS UNDER NEW PAVING SHALL BE PROOF ROLLED AT PROPOSED SUBGRADE ELEVATION IN CUT AREAS AND AT LOWEST PROPOSED EXCAVATION DEPTH IN FILL AREAS TO DETERMINE IF DEEPER SUBGRADE PREPARATION IS REQUIRED. PROOFROLL ALL FILL AREAS TO IDENTIFY SOFT OR DISTURBED AREAS IN THE SUBGRADE. ALL UNSUITABLE MATERIAL IDENTIFIED SHALL BE REMOVED AND REPLACED WITH STRUCTURAL FILL AND RECOMPACTED TO 95% STANDARD PROCTOR DENSITY. PROOFROLL WITH 25 TON MINIMUM GROSS

VEHICLE WEIGHT.

9. 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.

10. SCARIFY AND RECOMPACT THE TOP 12 INCHES OF SUBGRADE IN ALL CUT AREAS AFTER ROUGH GRADING IS COMPLETED. COMPACT THE ENTIRE PAVING SUBGRADE TO 95% STANDARD PROCTOR DRY DENSITY TO WITHIN 12 INCHES OF FINAL SUBGRADE.

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

PROCTOR DENSITY FOR GRANULAR SOILS.

12. SUBGRADE PREPARATION SHALL BE A MINIMUM OF 1 FOOT DEEP AFTER FINE GRADING OR TRIMMING AND SHALL EXTEND TO A MINIMUM

OF 2 FEET BEYOND THE EDGE OF THE PAVEMENT.

13. 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.

14. PLACE FILL MATERIAL IN 8 INCH MAXIMUM LIFTS. FILL SHALL BE 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. REFER

TO STRUCTURAL PLANS FOR COMPACTION FOR FILL UNDER BUILDING PAD, IF APPLICABLE.

15.FILL MATERIAL SHALL CONSIST OF APPROVED MATERIALS INCLUDING 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.

16.MAINTAIN OPTIMUM MOISTURE CONTENT OF FILL MATERIALS TO ATTAIN REQUIRED COMPACTION DENSITY. REFER TO THE GEOTECHNICAL ENGINEERING REPORT FOR OPTIMUM MOISTURE CONTENT RANGES FOR FILL MATERIALS. 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.

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

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

19.CONTRACTOR SHALL PROVIDE UNIFORM SLOPES BETWEEN NEW AND EXISTING GRADES AND AVOID ANY RIDGES AND/OR DEPRESSIONS, UNLESS CALLED OUT ON THE PLANS.

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

21.UNSUITABLE SOILS MAY EXIST IN THE AREAS OF THE SITE REQUIRING FILL. THESE SOILS MAY NEED TO BE REMOVED AND REPLACED WITH STABILIZED SUBGRADE. REFER TO THE GEOTECHNICAL ENGINEERING REPORT FOR SPECIFIC INFORMATION CONCERNING THE LOCATION OF UNSUITABLE SOILS AND CORRECTIVE ACTION NECESSARY WHEN ENCOUNTERING THESE SOILS. STABILIZED SUBGRADE MATERIAL SHALL BE APPROVED BY THE ENGINEER. 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, STATE, OR LOCAL 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 (SEE STORMWATER POLLUTION PREVENTION PLAN FOR ADDITIONAL INFORMATION AND DETAILS). SEE PLANS FOR MINIMUM EROSION AND SEDIMENT CONTROL MEASURES.

5. STABILIZE ALL DISTURBED AREAS IMMEDIATELY IF THEY REMAIN INACTIVE FOR 14 DAYS OR MORE WITH A TEMPORARY SEED MIX PER

SUDAS SPECIFICATION 9010. TEMPORARY SEEDING SHALL BE INCIDENTIAL TO THE PROJECT.

6. 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.

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STORMWATER POLLUTION PREVENTION PLAN:

1. THE PROJECT WILL HAVE A TOTAL DISTURBED AREA OF MORE THAN ONE ACRE REQUIRING AN IOWA DEPARTMENT OF NATURAL RESOURCES (IDNR) NPDES GENERAL PERMIT #2 FOR THE PROJECT. THE CONTRACTOR SHALL BE A CO-PERMITTEE WITH THE OWNER AND THE CONTRACTOR SHALL BE ENTIRELY RESPONSIBLE FOR IMPLEMENTING ALL STORM WATER AND NPDES PERMIT REQUIREMENTS.

THE PERMIT FEES, PUBLIC NOTICES, AND PERMIT APPLICATION WILL BE COMPLETED AND PAID FOR BY THE OWNER. A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND EROSION CONTROL PLAN WILL BE PREPARED FOR THE PROJECT BY THE OWNER TO MEET THE MINIMUM DNR REQUIREMENTS AND WILL BE PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. MINIMAL EROSION CONTROL STRUCTURES ARE SHOWN ON THE PLANS AND IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE THESE AND ADDITIONAL STRUCTURES AS SITE CONDITIONS WARRANT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR UPDATING AND IMPLEMENTING THE SWPPP AND SHALL PROVIDE ALL NECESSARY AND REQUIRED STORM WATER CONTROLS FOR THE PROJECT AT NO

ADDITIONAL COST TO THE OWNER.

2. THE CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO SIGN A COPY OF THE CERTIFICATION STATEMENT CONTAINED IN THE PLAN, PRIOR TO START OF CONSTRUCTION. THE SIGNED COPIES SHALL BE KEPT WITH THE SWPPP IN THE CONTRACTORS FIELD OFFICE

UNTIL THE PROJECT IS COMPLETE.

3. THE CONTRACTOR SHALL PROVIDE INSPECTION OF THE CONSTRUCTION SITE AND MAINTAIN INSPECTION RECORDS IN ACCORDANCE

WITH THE SWPPP.

4. COPIES OF THE PLAN, ALL INSPECTION REPORTS AND CERTIFICATIONS PREPARED BY THE CONTRACTOR SHALL BE FORWARDED TO

THE OWNER.

SURFACE RESTORATION:

1. ALL DISTURBED AREAS NOT TO BE PAVED OR COVERED IN HARD SURFACE 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.

2. 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.

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

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

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

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

DURING MAINTENANCE PERIOD.

GENERAL UTILITY NOTES:

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

REQUIREMENTS.

2. SITEWORK UTILITY CONTRACTOR TO EXTEND ALL PIPING TO WITHIN 5 FEET OF BUILDING AND CAP FOR CONNECTION BY BUILDING UTILITY CONTRACTOR UNLESS OTHERWISE INDICATED. COORDINATE ALL INVERT ELEVATIONS AND PIPING LOCATIONS WITH BUILDING

PLANS.

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. CONTRACTOR SHALL CONSULT AVAILABLE SOIL INVESTIGATION REPORT(S).

4. ADJUSTMENTS TO EXISTING UTILITY STRUCTURE MANHOLE RIM ELEVATIONS REQUIRE BARREL SECTIONS TO BE REMOVED AND REPLACED AS NEEDED TO ADJUST TO THE PROPOSED ELEVATION. REQUIRED RIM ADJUSTMENTS SHALL BE MADE WITH PRECAST CONCRETE ADJUSTING RINGS NOT TO EXCEED MAXIMUM ADJUSTMENT HEIGHT, WITH A MAXIMUM OF TWELEVE (12) INCHES IN OVERALL HEIGHT. A MAXIMUM OF TWO (2) ADJUSTING RINGS ARE ALLOWED. BUTYLROPE JOINT SEALANT SHALL BE USED ON ALL JOINTS BETWEEN THE PRECAST ELEMENTS. ALL MANHOLE CASTINGS EXTENDING INTO PAVEMENT SHALL MATCH PAVEMENT ELEVATIONS WITH

ADDITIONAL ADJUSTMENTS AS NECESSARY.

5. REFER TO ELECTRICAL PLANS FOR LIGHTING AND ELECTRIC DESIGN.

6. SEE STRUCTURAL PLANS FOR FOUNDATION DRAIN DESIGN.

7. ALL PROPOSED CONNECTIONS TO EXISTING UTILITY STRUCTURES OR PIPING SHALL BE IN ACCORDANCE WITH THE APPLICABLE

GOVERNING AUTHORITY REQUIREMENTS AND SPECIFICATIONS.

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

9. ALL BENDS AND CONNECTIONS SHALL BE MANUFACTURED CONNECTIONS.

10. CONTACT FIRE DEPARTMENT OF ANY CHANGES THAT AFFECT FIRE/EMERGENCY.

SANITARY SEWER NOTES:

1. ALL SANITARY SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE NOTES IN THE PLANS AND THE STANDARDS, SPECIFICATIONS, CODES AND ORDINANCES OF THE LOCAL GOVERNING AUTHORITIES. IN CASE OF CONFLICT, THE MORE STRINGENT

CODE SHALL TAKE PRECEDENCE.

2. ALL SANITARY SEWER PIPE AND STRUCTURES SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH SUDAS DIVISION 4 AND 6.

3. ALL SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC), SDR 35 PIPE WITH WATER TIGHT JOINTS PER SUDAS SPECIFICATION SECTION 4010, UNLESS OTHERWISE NOTED. WHERE SANITARY SEWER PIPE IS NOTED AS PVC C900, THE PIPE SHALL BE IN ACCORDANCE WITH AMERICAN WATER WORKS ASSOCIATION (AWWA) C900 WITH WATERTIGHT, PRESSURE RATED JOINTS PER SUDAS

SPECIFICATION SECTION 5010.

4. SANITARY SERVICE PIPE BEDDING SHALL BE SUDAS DIVISION 3, SW-103 CLASS F-3, UNLESS NOTED OTHERWISE ON THE PLANS.

5. SANITARY CLEANOUTS SHALL FOLLOW SUDAS SPECIFICATION DETAIL SW-203.

6. PIPE LENGTHS SHOWN FOR SANITARY SEWER ARE MEASURED IN LINEAR FEET ALONG THE CENTERLINE OF THE PIPE FROM CENTER OF

MANHOLE TO CENTER OF MANHOLE.

7. A WATERTIGHT PLUG SHALL BE INSTALLED AND LEFT IN PLACE AT THE POINT OF COMMENCEMENT UNTIL THE REMAINDER OF THE PROPOSED SEWERS HAVE BEEN CONSTRUCTED, PROPERLY TESTED AND DEEMED READY FOR FINAL ACCEPTANCE.

8. SANITARY SEWER MANHOLES SHALL BE PRECAST CONCRETE AND SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE

DETAILS IN THE PLANS.

9. A FLEXIBLE TYPE JOINT SHALL BE FURNISHED AT POINTS OF ENTRY INTO AND EXITING FROM MANHOLE STRUCTURES. THIS FLEXIBLE JOINT MAY CONSIST OF A SLEEVE OF HIGH-QUALITY SYNTHETIC RUBBER WITH A SUBSTANTIAL SERRATED FLANGE WHICH IS CAST DIRECTLY INTO THE WALL OF THE MANHOLE BASE TO FORM A WATERTIGHT SEAL AND PROTRUDES OUTSIDE OF THE MANHOLE WALL TO CONNECT WITH THE PIPE ENTERING/EXITING THE MANHOLE. WHEN THIS TYPE OF FLEXIBLE JOINT IS USED, THE SLEEVE SHALL SLIP OVER THE END OF THE PIPE ADJACENT TO THE MANHOLE BASE AND SHALL BE SECURED BY MEANS OF A STAINLESS-STEEL STRAP

CLAMP EQUIPPED WITH A DRAW BOLT AND NUT.

10. WHEN CONNECTING TO AN EXISTING SEWER MAIN BY MEANS OTHER THAN AN EXISTING WYE, TEE, OR MANHOLE, THE FOLLOWING

METHOD SHALL BE USED:

a. CIRCULAR SAW-CUT OF SEWER MAIN BY PROPER TOOLS ('SEWER-TAP' MACHINE OR SIMILAR) AND PROPER INSTALLATION OF HUB-WYE

SADDLE OR HUB-TEE SADDLE.

11. UPON COMPLETION OF THE SANITARY SEWER CONSTRUCTION, INCLUDING THE SERVICE LINES, ALL SEWERS SHALL BE TESTED IN ACCORDANCE WITH SUDAS SECTIONS, LOCAL REQUIREMENTS, AND PROJECT SPECIFICATIONS AND SHALL BE WITNESSED BY THE LOCAL

GOVERNING AUTHORITY OR AUTHORIZED REPRESENTATIVE.

WATER NOTES:

1. ALL WATER MAIN CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE NOTES IN THE PLANS AND THE STANDARDS, SPECIFICATIONS, CODES AND ORDINANCES OF THE LOCAL GOVERNING AUTHORITIES. IN CASE OF CONFLICT, THE MORE STRINGENT CODE

SHALL TAKE PRECEDENCE.

2. WATER PIPE, SERVICES, APPURTENANCES, AND STRUCTURES SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH SUDAS

DIVISION 5.

3. ALL PROPOSED WATER SHALL FOLLOW PROPOSED GRADES WITH MINIMUM FIVE (5) FEET OF COVER, TYP. UNLESS OTHERWISE SPECIFIED

ON PLANS.

4. WATER MAIN SHALL BE POLYVINYL CHLORIDE (PVC) PIPE C900 DR18 WITH PUSH-ON JOINTS IN ACCORDANCE WITH SUDAS SPECIFICATION

SECTION 5010, UNLESS OTHERWISE NOTED.

5. PIPE LENGTHS SHOWN FOR WATER ARE MEASURED ALONG THE CENTERLINE OF THE PIPE, INCLUDING THE LENGTH THROUGH THE

FITTINGS.

6. WATER PIPE BEDDING SHALL BE SUDAS DIVISION 3, SW-104 CLASS P-1, UNLESS NOTED OTHERWISE ON THE PLANS OR DIRECTED BY THE

LOCAL MUNICIPALITY.

7. ALL WATER VALVES EXTENDING THROUGH PAVEMENT SHALL BE INSTALLED WITH SLIDE TYPE VALVE BOXES AND SHALL MEET SUDAS

SPECIFICATION SECTION 5020.

8. A WATERTIGHT PLUG SHALL BE PLACED IN THE END OF THE WATER MAIN PIPE AT THE END OF EACH CONSTRUCTION DAY.

9. UPON COMPLETION OF THE WATERMAIN CONSTRUCTION, ALL WATER MAIN SHALL BE TESTED IN ACCORDANCE WITH THE LOCAL REQUIREMENTS AND SUDAS SECTION 5030. TESTING SHALL BE WITNESSED BY THE LOCAL GOVERNING AUTHORITY.

10. WATER SERVICE LINES 2 INCHES IN DIAMETER OR SMALLER SHALL BE TYPE 'K' COPPER TUBING MEETING SUDAS SPECIFICATION SECTION 5010. NO COUPLINGS SHALL BE PERMITTED BETWEEN THE CORPORATION AND CURB STOPS OR BETWEEN THE CURB STOP AND THE

BUILDING.

11. SERVICE BOXES SHALL BE OF SUFFICIENT LENGTH TO PERMIT THE TOP TO BE INSTALLED FLUSH WITH THE FINISHED GRADE. EACH

SERVICE BOX SHALL BE PROVIDED WITH A CAP WITH THE WORD "WATER" CAST IN THE TOP.

12. PRESSURE CONNECTIONS TO THE EXISTING WATER MAIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH SUDAS DIVISION 5 SPECIFICATIONS AND SHALL INCLUDE THE INSTALLATION OF A FULL STAINLESS STEEL TAPPING SADDLE.

13. TEMPORARY CONNECTIONS FOR CONSTRUCTION PURPOSES TO NEWLY INSTALLED OR EXISTING WATER MAINS SHALL BE MADE AND

METERED IN ACCORDANCE WITH LOCAL REQUIREMENTS.

14. BENDS, TEES, AND CROSSES ON 4 INCH AND GREATER WATER LINES SHALL BE PROVIDED WITH THRUST BLOCKING OR RESTRAINED

JOINTS PER SUDAS DIVISION 5 AND SUDAS CHAPTER 4.

STORM SEWER NOTES:

1. ALL STORM SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE NOTES IN THE PLANS AND THE STANDARDS, SPECIFICATIONS, CODES, AND ORDINANCES OF THE LOCAL GOVERNING AUTHORITIES. IN CASE OF CONFLICT, THE MORE STRINGENT CODE

SHALL TAKE PRECEDENCE.

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

3. REINFORCED CONCRETE PIPE SHALL BE CLASS III WITH TONGUE AND GROOVE JOINTS WRAPPED WITH ENGINEERING FABRIC PER SUDAS SPECIFICATION SECTION 4020. WHERE CROSSING WATER LINES, A RUBBER O-RING OR PROFILE GASKET COMPLYING WITH SUDAS SPECIFICATION SECTION 4020 IS REQUIRED. STORM SEWER SHALL BE MARKED WITH THE DATE OF MANUFACTURE AND ASTM CLASS, AND SHALL BE MANUFACTURED BY AN IDOT CERTIFIED FACILITY. NO LIFT HOLES ARE ALLOWED. THE MINIMUM WALL THICKNESS FOR ALL RCP

STORM SEWER SHALL BE B-WALL.

4. 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.

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

6. RCP STORM SEWER PIPE BEDDING SHALL BE SUDAS DIVISION 3, SW-102 CLASS R-2, UNLESS NOTED OTHERWISE ON THE PLANS.

7. CONTRACTOR SHALL CONNECT ALL DRAINS INTO STORM INTAKES. SUBDRAINS SHALL BE CAPPED INSIDE INTAKE WHERE SUBDRAIN IS

DRAINING AWAY.

PAVEMENT GENERAL NOTES:

1. SEE STRUCTURAL PLANS FOR ANY SPECIAL EXCAVATION AND FILL REQUIREMENTS WITHIN THE BUILDING FOOTPRINT.

2. ALL DIMENSIONS AND CURB RADII SHOWN ARE MEASURED FROM BACK OF CURB TO BACK OF CURB OR 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 4000 PSI AT 28 DAYS AND 2800 PSI AT 7 DAYS, WITH 6% ± 1% AIR

ENTRAINMENT AND LIMESTONE AGGREGATE 1-1/2 INCH MAXIMUM SIZE. SLUMP SHALL BE 1/2” - 4”. 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 PROVIDE THE ENGINEER A PAVEMENT POURING DIAGRAM TO THE OWNER AND ENGINEER FOR APPROVAL PRIOR TO PAVEMENT OPERATIONS. DESIGN FILE AND ADDITIONAL PAVEMENT ELEVATIONS AT JOINTS CAN BE COORDINATED WITH ENGINEER TO

FACILITATE STAKING, LAYOUT, AND DESIGNED DRAINAGE PATTERNS UPON REQUEST.

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. WHERE ACCESS DRIVES INTERSECT EACH OTHER OR WHERE ACCESS DRIVES INTERSECT PARKING AREAS, THE JOINTING PLAN SHALL BE

CONSTRUCTED PER IOWA SUDAS STANDARD DETAIL 7010.904.

4. PROVIDE CONTROL JOINTS AT 14 FEET O/C MAXIMUM FOR 7 INCH PAVEMENT OR 16 FEET O/C MAXIMUM FOR 8 INCH PAVEMENT UNLESS

NOTED OTHERWISE.

5. INSTALL TYPE "K" OR TYPE "L" JOINTS AT 14 FEET O/C MAXIMUM FOR 7 INCH PAVEMENT OR 12 FEET O/C MAXIMUM FOR 6 INCH PAVEMENT

UNLESS NOTED OTHERWISE.

6. PAVEMENT LONGITUDINAL JOINTS SHALL BE TYPE 'L-1'.

7. PAVEMENT TRANSVERSE JOINTS SHALL BE TYPE 'C'. TRANSVERSE JOINTS IN 5 INCH THICK SIDEWALK PAVING SHOULD BE SPACED TO

MATCH THE WIDTH OF THE SIDEWALK NOT TO EXCEED 5 FEET.

8. ALL JOINTS SHALL BE SEALED PER IOWA SUDAS STANDARD DETAIL 7010.101 DETAIL "A" AND IOWA SUDAS STANDARD SPECIFICATION

SECTION 7010-3.02 K.

9. INSTALL 1 INCH EXPANSION JOINT AT ALL LOCATIONS WHERE PAVEMENT ABUTS A BUILDING, STRUCTURE, STOOP, OR BACK-OF-CURB.

10. 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.

11. CONTRACTOR TO SUBMIT JOINTING PLAN TO ENGINEER FOR APPROVAL PRIOR TO PAVING.

PAVEMENT MARKING NOTES:

1. PAINT PARKING STRIPING PER LOCAL CODES WHERE SHOWN ON PLANS. MINIMUM CURING TIME FOR PAVING SHALL BE 7 DAYS.

2. PAINT ADA SYMBOLS AND STRIPING PER LOCAL CODES WHERE SHOWN ON PLANS.

3. FACTORY MIX QUICK DRYING, NON-BLEEDING WATERBORNE PAINT COMPLYING WITH SUDAS SPECIFICATION SECTION 8020.

4. PAINTING SHALL NOT BEGIN UNTIL PAVEMENT SURFACE HAS BEEN POWER BROOMED AND HAND SWEPT AS NECESSARY TO REMOVE LOOSE MATERIALS AND DIRT AND NOT BEFORE ADEQUATE CURING TIME HAS BEEN OBTAINED ON THE PAVEMENT.

5. APPLY PAINT AT MANUFACTURER'S RECOMMENDED RATES IN TWO SEPARATE COATS FOR ALL PAVEMENT MARKINGS. ALL STRIPES ARE 4 INCHES WIDE UNLESS OTHERWISE INDICATED. ADA SYMBOLS SHALL CONFORM TO APPLICABLE ADA REGULATIONS.

6. REFER TO SUDAS SPECIFICATION SECTION 8020.3.02 FOR TEMPERATURE REQUIREMENTS.

0.00'

8" C

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W

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8" T

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" R

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" R

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" R

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" R

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" R

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CP 12" RCP

12" R

CP12" RCP

8" C

LA

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8" C

LA

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(P

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PI

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6" PVC (PER MAPPING)

STORAGE

BUILDING

W CLARK ST

HMA

COMMUNICATION

TOWER

GENERATOR

TRANSFORMER

ACCESS GATE

ST

O

R M

S

EW

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SI

ZE

U

N

KN

O W

N

PC

C N

P

IN

ET

S

T

WATER SERVICE TO SALT

BRINE FEED BUILDING

(SIZE UNKNOWN)

PCC

AREA INTAKE

1056.94 RIM

1051.62 IE WELL

COULDN'T OPEN TO

DETERMINE PIPE

DIRECTION

OPEN THROAT INTAKE

WITH MANHOLE

1052.61 RIM

1049.06 IE 12" RCP (SE)

SANITARY MANHOLE

1056.75 RIM

1052.00 IE 6" PVC (W)

1051.97 IE 6" PVC (NW)

1051.95 IE 6" PVC (SE)

VISUAL FLOW (SE)

GREASE TRAP MANHOLE

1058.18 RIM

1049.75 IE WELL

GREASE TRAP MANHOLE

1058.12 RIM

1049.75 IE WELL

GRAVEL

6" PVC

6" PVC

2" COPPER WATER

SERVICE TO SHOP

(ASSUMED ROUTE)

OPEN THROAT INTAKE

WITH MANHOLE

1052.41 RIM

1047.16 IE 12" RCP (SW)

1046.98 IE 12" RCP (NE)

CURB INTAKE

1052.86 T/C

1050.11 IE 12" RCP (NE)

1049.16 IE 12" RCP (SW)

STORM MANHOLE

1052.48 RIM

1047.67 IE 12"

RCP (NW)

1047.58 IE 12"

RCP (NE)

1046.18 IE 12"

RCP (SW)

1045.78 IE 12"

RCP (SE)

1036.73 IE 18" (W)

1036.53 IE (S)

STORM

MANHOLE

1055.40 RIM

1039.99 IE 15"

RCP (S)

1038.24 IE 15"

RCP (W)

1038.24 IE 18"

RCP (E)

STORM MANHOLE

1055.15 RIM

1045.20 IE 12" RCP (NE)

1040.78 IE 15" RCP (SW)

1033.93 IE (W)

1033.92 IE 15" RCP (E)

SANITARY MANHOLE

1052.59 RIM

1046.38 IE 8" CLAY (N)

1046.33 IE 8" CLAY (S)

BEEHIVE INTAKE

1051.72 RIM

1044.53 IE 12" RCP (NE)

1044.52 IE 12" RCP (SW)

HICKENBOTTOM INTAKE

1053.51 TOP

1051.22 AT GRADE

1048.31 IE 8" TILE (W)

HICKENBOTTOM INTAKE

1053.50 TOP

1050.48 AT GRADE

1048.60 IE 8" TILE (SW)

2" PVC WATER SERVICE TO

SALT BRINE FEED BUILDING

AND WASH BAYS

(ASSUMED ROUTE)

HICKENBOTTOM INTAKE

1054.12 TOP

1052.24 AT GRADE

1049.42 IE WELL

COULDN'T DETERMINE

PIPE DIRECTION

GREASE TRAP MANHOLE

(STANDING WATER IN WELL)

1056.16 RIM

1052.36 TOP OF WATER

1045.96 IE WELL

SANITARY MANHOLE

1058.62 RIM

1048.00 IE 8" CLAY (N)

1047.98 IE 8" CLAY (S)

NO VISUAL FLOW

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SIZE UNKNOWN

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SIZE LONGITUDINAL REINFORCING TRANSVERSE

WIDTH DEPTH BOTTOM TOP REINFORCING REMARKS

TF2.0 2' - 0" 2' - 6" (3) #5 (3) #5 #5 AT 12" OC

TF3.0 3' - 0" 2' - 6" (5) #5 (5) #5 #5 AT 12"OC

WF2.0 2' - 0" 1' - 0" (3) #5 #5 AT 12" OC

WF3.0 3' - 0" 1' - 0" (3) #5 #5 AT 12" OC

WF4.5 4' - 6" 1' - 0" (5) #5 #5 AT 12" OC

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SIZE LONGITUDINAL REINFORCING TRANSVERSE

WIDTH DEPTH BOTTOM TOP REINFORCING REMARKS

TF2.0 2' - 0" 2' - 6" (3) #5 (3) #5 #5 AT 12" OC

TF3.0 3' - 0" 2' - 6" (5) #5 (5) #5 #5 AT 12"OC

WF2.0 2' - 0" 1' - 0" (3) #5 #5 AT 12" OC

WF3.0 3' - 0" 1' - 0" (3) #5 #5 AT 12" OC

WF4.5 4' - 6" 1' - 0" (5) #5 #5 AT 12" OC

GAS MAIN (PER MAPPING)

SIZE UNKNOWN

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1054 1055

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CONTROL POINT/BENCHMARK

LIGHT POLE

UTILITY POLE

FIRE HYDRANT

UTILITY END CAP

VALVE

CLEANOUT

DRAINAGE MANHOLE

SANITARY MANHOLE

VAULT BOX

CURB INTAKE

GAS MAIN

SANITARY SEWER

MINOR CONTOUR

HANDICAPPED PARKING

STORM SEWER

FIBER OPTIC LINE

WATER MAIN

SHRUB

CONIFEROUS TREE

DECIDUOUS TREE

TREE REMOVAL

CURB AND GUTTER (PCC)

MAJOR CONTOUR

SILT FENCE OR FILTER SOCK

PAVEMENT MARKING

CONSTRUCTION LIMITS

TREE LINE

STORM INTAKE

BOLLARD

SINGLE POLE SIGN

PROPOSEDDESCRIPTIONEXISTING

SUBDRAIN

FLAGPOLE

FLARED END SECTION

TRANSFORMER

UTILITY DEMO

LOT LINE

EASEMENT

PROPERTY LINE

ELECTRICAL LINE - UNDERGROUND

TELECOM LINE

CABLE LINE - UNDERGROUND

MONITORING WELL

FLOW ARROW

POST INDICATOR VALVE

MANHOLE

ELECTRICAL MANHOLE

TELEPHONE MANHOLE

JUNCTION BOX

ELECTRICAL LINE - OVERHEAD

FENCING

BUILDING

8" PCC PAVING

5" PCC SIDEWALK

PCC PAVING DEMO

SIDEWALK DEMO

GRANULAR SURFACING DEMO

BUILDING DEMO

RETAINING WALL DEMO

AC UNIT

GRANULAR SURFACING

7" PCC PAVING

6" PCC PAVING

CONTROL POINTS

NAME NORTHING EASTING ELEVATION DESCRIPTION

CP501 3471715.169 4681046.034 1054.739 CUT 'X'

CP502 3471742.807 4681721.189 1052.585 CUT 'X'

CP503 3472151.926 4681763.297 1058.569 CUT 'X'

C

LA

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AR

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SE

W

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AP

PI

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15" RCP 18" RCP

8" T

IL

E

(P

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M

AP

PI

N

G

8" TILE (PER MAPPING)

" R

C P

" R

CP

" R

CP

" R

C P

" R

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" R

CP 12" RCP

12" R

CP12" RCP

8" C

LA

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8" C

LA

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(P

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PI

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6" PVC (PER MAPPING)

STORAGE

BUILDING

W CLARK ST

HMA

COMMUNICATION

TOWER

GENERATOR

TRANSFORMER

ACCESS GATE

ST

O

R M

S

EW

ER

SI

ZE

U

N

KN

O W

N

PC

C N

P

IN

ET

S

T

WATER SERVICE TO SALT

BRINE FEED BUILDING

(SIZE UNKNOWN)

PCC

AREA INTAKE

1056.94 RIM

1051.62 IE WELL

COULDN'T OPEN TO

DETERMINE PIPE DIRECTION

OPEN THROAT INTAKE

WITH MANHOLE

1052.61 RIM

1049.06 IE 12" RCP (SE)

SANITARY MANHOLE

1056.75 RIM

1052.00 IE 6" PVC (W)

1051.97 IE 6" PVC (NW)

1051.95 IE 6" PVC (SE)

VISUAL FLOW (SE)

GREASE TRAP MANHOLE

1058.18 RIM

1049.75 IE WELL GREASE TRAP MANHOLE

1058.12 RIM

1049.75 IE WELL

GRAVEL

6" PVC

6" PVC

2" COPPER WATER

SERVICE TO SHOP

(ASSUMED ROUTE)

OPEN THROAT INTAKE

WITH MANHOLE

1052.41 RIM

1047.16 IE 12" RCP (SW)

1046.98 IE 12" RCP (NE)

CURB INTAKE

1052.86 T/C

1050.11 IE 12" RCP (NE)

1049.16 IE 12" RCP (SW)

STORM MANHOLE

1052.48 RIM

1047.67 IE 12" RCP (NW)

1047.58 IE 12" RCP (NE)

1046.18 IE 12" RCP (SW)

1045.78 IE 12" RCP (SE)

1036.73 IE 18" (W)

1036.53 IE (S)

STORM MANHOLE

1055.40 RIM

1039.99 IE 15" RCP (S)

1038.24 IE 15" RCP (W)

1038.24 IE 18" RCP (E)

STORM MANHOLE

1055.15 RIM

1045.20 IE 12" RCP (NE)

1040.78 IE 15" RCP (SW)

1033.93 IE (W)

1033.92 IE 15" RCP (E)

SANITARY MANHOLE

1052.59 RIM

1046.38 IE 8" CLAY (N)

1046.33 IE 8" CLAY (S)

BEEHIVE INTAKE

1051.72 RIM

1044.53 IE 12" RCP (NE)

1044.52 IE 12" RCP (SW)

HICKENBOTTOM INTAKE

1053.51 TOP

1051.22 AT GRADE

1048.31 IE 8" TILE (W)

HICKENBOTTOM INTAKE

1053.50 TOP

1050.48 AT GRADE

1048.60 IE 8" TILE (SW)

2" PVC WATER SERVICE TO SALT BRINE

FEED BUILDING AND WASH BAYS

(ASSUMED ROUTE)

HICKENBOTTOM INTAKE

1054.12 TOP

1052.24 AT GRADE

1049.42 IE WELL

COULDN'T DETERMINE PIPE DIRECTION

GREASE TRAP MANHOLE

(STANDING WATER IN WELL)

1056.16 RIM

1052.36 TOP OF WATER

1045.96 IE WELL

SANITARY MANHOLE

1058.62 RIM

1048.00 IE 8" CLAY (N)

1047.98 IE 8" CLAY (S)

NO VISUAL FLOW

ST

O

R M

S

EW

ER

(P

ER

M

AP

PI

N G

SI

ZE

U

N

KN

O W

N

DRAIN TILE (ASSUMED LOCATION)

SIZE UNKNOWN

" W

AT

ER

(P

ER

M

AP

PI

N

G

STORAGE

BUILDING

MAINTENANCE

GARAGE

SALT

HOOP

HMA

HMA HMA

BRINE PCC

CONTAINMENT

BRINE

BUILDING

PCC

HMA

PAVING

H M

A

PA

VI

N

G

PCC

4/ 1/

:1

5:

P M

4/ 1/

:1

5:

P M

GAS MAIN (PER MAPPING)

SIZE UNKNOWN

PROTECT EXISTING

SANITARY SEWER

PROTECT EXISTING

UNDERGROUND UTILITIES

AND FIXTURES (TYP)

PROTECT EXISTING

OVERHEAD ELECTRIC

AND POLES (TYP)

REMOVE AND SALVAGE

EXISTING FLAG POLE,

COORDINATE NEW

LOCATION WITH OWNER

PROTECT EXISTING

SANITARY MANHOLE

REMOVE AND DISPOSE

OF EXISTING BUILDING

(TYP)

REMOVE AND DISPOSE

OF EXISTING SALT HOOP

PROTECT EXISTING

BUILDINGS (TYP)

PROTECT EXISTING

COMMUNICATION TOWER

PROTECT EXISTING

GENERATOR AND

TRANSFORMER

REMOVE AND DISPOSE

OF EXISTING

ASPHALT PAVEMENT

REMOVE AND DISPOSE OF

EXISTING STORMWATER INTAKE

REMOVE AND DISPOSE OF

EXISTING STORMWATER INTAKE

REMOVE AND DISPOSE

OF EXISTING GRANULAR

SURFACING (TYP)

REMOVE AND DISPOSE OF

EXISTING DRAIN TILE (TYP)

PROTECT EXISTING

WATER SERVICE (TYP)

PROTECT EXISTING SANITARY

SEWER, STRUCTURES, AND

GREASE INTERCEPTOR

REMOVE AND DISPOSE

OF EXISTING

ASPHALT PAVING

(TYP)

CONSTRUCTION

LIMITS (TYP)

PROTECT EXISTING

CHAIN LINK FENCE (TYP) REMOVE AND DISPOSE

OF EXISTING PCC WALL

PROTECT EXISTING

ELECTRICAL POLES

PROTECT EXISTING

BUILDING

REMOVE AND DISPOSE OF

EXISTING ASPHALT PAVING

(TYP)

REMOVE AND DISPOSE

OF EXISTING BOLLARDS

(TYP)

CONSTRUCTION

LIMITS (TYP)

REMOVE AND DISPOSE OF

EXISTING UNDERGROUND

ELECTRIC (TYP)

REMOVE AND DISPOSE OF

EXISTING ASPHALT PAVING

(TYP)

PROTECT EXISTING

FENCE (TYP)

REMOVE AND REPLACE OF

EXISTING CHAIN LINK FENCE

PROTECT EXISTING

STORM MANHOLE

REMOVE AND DISPOSE OF

EXISTING ASPHALT PAVING

PROTECT EXISTING

OVERHEAD ELECTRIC

AND POLES (TYP)

PROTECT EXISTING

UNDERGROUND

ELECTRIC (TYP)

REMOVE AND DISPOSE OF

EXISTING DRAIN TILE (TYP)

REMOVE…